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Home My WebLink About44615-Z �5%1 Of F044, r Town of Southold 1/29/2020 P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41028 Date: 1/29/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1165 West Rd, Cutchogue SCTM#: 473889 See/Block/Lot: 110.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 44615 dated 1/22/2020 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 covered front porch and two rear screened porches, to an existing one family dwelling as applied for. The certificate is issued to Schwartzman,Allan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44614 1/24/2020 PLUMBERS CERTIFICATION DATED 1/24/2020 rad&ecuch Aut e S ature 4�SUF of j�co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 44615 Date: 1/22/2020 Permission is hereby granted to: Schwartzman, Allan 28 W 25th St New York, NY 10010 To: make interior alterations to an existing single family dwelling as applied for. Amended plans submitted for addition and interior alterations on 1/8/2018. Replaces BP 41980. At premises located at: 1165 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 7/23/2021. Fees: PERMIT RENEWAL $755.10 Total: $755.10 Buil , g Inspe for TOWN OF SOUTHOLD �guFFol BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE �o • SOUTHOLD, NY y�pl � �ap�yS 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#: 41980 Date: 9/20/2017 Permission is hereby granted to: Schwartzman, Allan 28 W 25th St New York, NY 10010 To: make interior alterations to an existing single family dwelling as applied for. At premises located at: 1165 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-2 Pursuant to application dated 9/15/2017 and approved by the Building Inspector. To expire on 3/22/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $603.20 CO -ALTERATION TO DWELLING $50.00 Tota . $653.20 1 (2::uilding'I ector 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: I 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic i 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. 2 , (T' l-7 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: //&1.5- G'v74e-A,9 House No. Street Hamlet Owner or Owners of Property: -3 CA c' ;,`zh+� Suffolk County Tax Map No 1000, Section 1\ Block Lot Subdivision Filed Map. Lot: Permit No. OU Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ (� Applicant Signaturf i if Sig Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.devlin a�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Allan Schwartzman Address: 1165 West RD city.Cutchogue St: NY zip: 11935 Building Permit# 44615 Section- 110 Block: 7 Lot- 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric Corp. License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 62 Ceding Fixtures 63 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 54 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel 2 AH 3 Range Recpt UC Lights 8' Pumps Transformer DW 2 Dryer Recpt 30A Bath Exhaust Fan 3 Time Clocks Disconnect 1 Switches QQ Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment Fridge, Steam Shower, 80A Sub Panel and 90A Sub Panel Notes Inspector Signature: Date: January 24, 2020 S Devlin-Cert Electrical Compliance Form As s tzf soUr� Town Hall Annexg Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 a Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 2 4 2020 CER_TIF_I-CATION Date;. hyho2o 4 Building Permit No. Owner: S[hk.Gr�zrr►4n (Please print) _... ...Plumber:, (Please print) ' i i I certify that the solder used in the water supply system contains less than 2/10 of I% lead. I i i (Plumbers Signature) i Sworn to before me this day of , 20aL" t Nota C®NNIS D.BUNCH ry Public,State of No.01SU6185050e�York ComQualifired In Suffolk County Notary Public, runty E-'1PWesApril 14,20; o • I i i E S OF S0(/l - cOUNI`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [�F UNDATION 1ST [ ] ROUGH PLSG. OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) I-,-- REMARKS: REMARKS: w✓ i� � �i ��' WLt,41bl/ ��Amo -I .� DATE //3//290INSPECTOR •� OE SOUly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON [ ] 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) R MARKS: W*Aro �✓�l ''[Y 0� / ppt.k, 1o DATEr3 ?S INSPECTOR c � oFso� 1441 * • �* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] rm^UGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] pRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C* DATE INSPECTOR OF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1802 INSPECTION L� [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 Kg INSPECTOR C� t so(/lyO� H Lq 61 TOWN OF SOUTHOLD BUILDING DEPT. °�ycourme�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] -FRAMING/STRAPPING [ ] FINAL [ ] FIREP_L'ACE & CHIMNEY _ [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) F56 ELECTRICAL (FINAL) [ ] CODE VIOLATION -] PRE C/O REMARKS: DATE INSPECTOR t�� apF SOGIy� C ,•` # DEPT. TOWN OF SOUTHOL BUILDING r 765-1 80 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. -[ ] FOUNDATION 2ND = VSAULATIOWCAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ]-,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tA w 15A A0� vk4. S�o_ DATE INSPECTOR �pf SQUIyo � ` � �� I //^^ � � •PSV I"C� # # -TOWN OF-SO.UTHOLD_BUILDING DEPT. 765-1802 INSPECT[ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] . ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ le--1nrAI, ZgzaWlc• .0 'WSPACeY7 0j O kl DATE ' �� INSPECTOR I AM �r STATE ENEROY •D p� ! 4X.d N��Irils►M�t..:N IN A r f I � F TA•,�. . -r► i • 1 _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 r ® Survey South oldtownny.gov PERMIT NO. Check Septic Form W )� N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: ��►'K !��`�'t �°r Disapproved a/c Phone: o�31- oL -76 Y3 Expiration ,20 _L) Building Inspector D LICATION FOR BUILDING PERMIT V Date // , 20 17 SEP 1 5 2017 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, aj'' GW0&ale. Fee according to schedule. b. ftt bI p�cg)VHO f 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]sept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced.within 12 months after the date of issuance or has not been completed within"18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Qrchar l S-/-. drle_ f (Mailing address of applicant) State whether applicant is owner, lessee gent, architect engineer, general contractor, electrician, plumber or builder Name of owner of premises ��iccl��Zino►.� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name a�id;title;of corporate officer) Builders7- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �vS. �St o 0,J House Number-- Street Hamlet County Tax Map No. 1000 Section —Block-7 Lot i 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration L/ i Repair Removal Demolition Other Work (Description) 4. Estimated Cost Ste/ Fee / (To be paid on filing this application) 5. If dwelling, number of dwelling units ` Number of dwelling units on each floor If garage, number of cars c 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories i E Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning 1 w,-ordinance or regulation? YES NO l/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO47 t 14. Names of Owner of premises,4/0-1 J��`""''' Address Phone No. Name of Architect Ai cS{1 Address Ilei /�.< Phone No(V7ST/k' Name of Contractor wk -t Address.-SY der-4-,-c-J 0 Phone No. 6.51 fir.w� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. I 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCW Notary Public,State of Now York (S)He is the Na 01SU6185050 (Contractor,Agent, Corporate Officer, etc.) pualfied in Suffolk County Commission Expires APA 14,248160 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wiI I be performed in the manner set forth in the application filed therewith. i Saw�orn`t�o before me thi —1 —day of 201 Notary Public Signature of Applicant / R I Scott A. Russelljs,'i��f SUPERVISOR R 15D, ! �� i A LA,NA,GIENIIEN IF IS SOUTHOLD TOWN HALL-P_O-Box 1179 K""�c � Town of Southold53095 Main Road-SOUTHOLD,NEWYK OR11971 �/ CRAYTER 236 - STORM-WATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- --- - - -- - - - - - - ----- DOES THIS PROJECT INVOLVE ANY of THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑�B Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. - ite preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erasion hazard area. j ❑ E. Site preparation within the one-hundred-year floodplain as depicted E en- gip' ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. -- - ---- ----- - -------- --------- -- - -- - - - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - S.0-T.M. 1000 Date. APPLICANT_ (Property Owner,Design Professional.Agent.Contractor,Other) `[ District , NAME �C✓It' 1.��0- it D Section Block Lot (N-) 1'04 BUIL DING DL -PARTI SE G:L`/'J Contact fnforrtuuorc ��(/ -76113 Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — - — — — — — — — — — — — — — — — / S e-$ � Approved for processing Budding Permit- — — — Stormwater Management Control Plan Not Required- Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM SMCP - TOS MAY 2014 4�pf SO(/ryD Town Hall Annex [ J [ Telephone(631)765-1802 54375 Main Road N (631)765-9 P.O.Box 1179 G • �� roger-richert a( town_sout�io .ny.us Southold,NY 11971-0959 'O BUII DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION lccriC.-- o� - ---- - -EQUESTED-BY:- Pro-mas A. Date:-0-�- ---/�: - -- - - -- ompany Name: P, inq's Gt Corp, sme: Fewsto pe-Z cense No.: S•9gq 2 2 6- N5 Jdress: • 0 box 1128 rccn or-- lUt' 119 V q •ioneNo.: �,e/ ' 3 593 t0 /1 o ,Ce. d3r jBSITE INFORMATION: (*Indicates required Information) lame: SCh Wartz M(U7 address: 11-6S cs v c o— °ross Street: 'hone No.: 63/ 2 S lC �3 rrmit No.: q1 17 90 ax-Map District: 1000 Section: Block: Lot: IRIEF DESCRIPTION OFORK(Please Print Clearly) h o us c 'tease Circle All That Apply) job ready for inspection: Qi ,/ NO Rough !n Final �o you need a Temp Certificate: YES 1 NO :mp Information (if needed) ` service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other lew Service: Re-connect oiirground Number of Meters Change of Service Overh lditional Information: PAYMENT DUE WITH APPLICATION c9 t 82-Request for Inspection Form �� Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C41 --Z= Southold, NY.11971-0959 r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 9 Owner: ` rA-&A, Location,of Property: Please.take notice that the{check applicable[ihe): New commercial,,'ar residentiat;structure :>= ':'Addition to e)d-tfing commerciaLor residential structure`- ',RehabilitafiQii:to'•an existing 66i rmercial or residerit[ai4sfructure to be coils tntcte l far performed.at the subject�property reference.:above will utllize (check applicabl'-Ulhe): Truss.type-construction (TT) Pre-enginee_ d* ood construction (PW) Timber constrd-tip' (T`G . {. in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form):'/` K Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 t`•i 1{ `Fav1 e�'7 L `wrtneC� .lc+�"�yL�` .,^��✓�'ih ,�Z", .�;';.'�".t ,rr�'��'i✓•,•'`:..r`•"'`arb�'+'';4��0.ori '*y�i,�".tll�,1� �•�C"�.�.�F't fr�~}{r'r'St:'�..ti�` '2��rt3�C+�}'A_ y„ayY.�y{.. �i�e Iry •t{�•�►^. �v3: "'f',.,s��1?�e�s�•*•. =st�'_-�►"`�' ��+rfri�r5'r`Y`c �'``S tom-. ' r�',t,`a3t.fx��. r�•+ t� �' . ��'r+'--y-^w' � r s. 7 +'•r':{<►,tx1✓' ti at��l•:,L r=�, ti� ✓s-sfii'8r '?i �T ter. '''t'sL�`.'ti j„ y'`,.1"r�a.-r •{+.+•a'�f f a- r 1 r fiy!z .�� e�a?- �� t� ;:tl''. :�� 'r,+�rtrt i;.Y C�`t�,} - •ti}rzt .N y-: r 2 :'k', �,.r r ir•r rC�dra.. t .; t, "rr ✓zr t r f is �. ; �. '��. ,��/J 1 LMS�J ``I •, 4• e7� - ri t d ftp s•_ tz. _ t� f' z - r r — -� �•rr * L j t L� r . � FLOOR FRAMING INCLUDING GIRDERS AND BEAMS r ' o�apF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �yOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 23, 2020 Allan Schwartzman 28 W. 25th Street New York, New York 10010 RE: 1165 West Road, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. _ Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44615-Z (renewal of 41980) additions/alterations W A o F.�z d.7p.0 ) /\/. 6.S°1i1..�'�U�•E. .'. 200.0 cram 'no". 1 Vh } _ 0 L � 6vra�rt I F 0 a t � 1 k r 3 �4vv/rb y I �N� C { , / • t 1 1 PORcN 'n � ' vl � � C I v i L t, MJF• 1 - M0y I u G ® i� ✓rb P E I M P/ OF ®,?UPF_ R7-v �1 �•. OWnILD BY j WI L Lm /A ill H. HO L DEN slru,4TE AT 5urvCyc./ FLEETS NECK C1J7Chl©GUE H01WE: 71-TLE.- 1/v6u,q,)lvcz J ! L(/)_5 aiJ X511-/rpY L REScheck Software Version 4.6.4 Compliance Certificate Project 1165 West Rd., Cutchogue (File # 17-115) Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 4 (5572 HDD) 'Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1165 West Rd. Louis Yoh Diego Steisel,R.A. Cutchogue, NY 11935 LYC Design Group Diesel Architecture, PLLC 151 Lafayette St. 1101 Waverly Ave. 2nd Floor Holtsville, NY 11742 New York, NY 10013 (631)816-5518 (917)843-3552 DSTEISELQOPTONLIN E.NET Wiz- s ,. "RY.r Compliance- 11.6%Better Than Code Maximum UA: 147 Your UA: 130 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies � o a e . 2nd.FI.Walls:Wood Frame, 16"o.c. 540 21.0 0.0 0.057 24 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 112 0.300 34 SHGC:0.31 Orientation: Unspecified First Floor:All-Wood joist/Truss:Over Unconditioned Space 172 30.0 0.0 0.033 6 Second Floor:All-Wood joist/Truss:Over Outside Air 358 30.0 0.0 0.033 12 First FI.Walls:Wood Frame,16" o.c. 317 21.0 0.0 0.057 14 Orientation: Unspecified Window 2:Wood Frame:Double Pane with Low-E 36 0.300 it SHGC: 0.31 Orientation: Unspecified Door 1:Glass 37 0.320 12 SHGC:0.16 Orientation: Unspecified 2nd.FI.Ceiling: Flat Ceiling or Scissor Truss 522 49.0 0.0 0.026 14 2nd.FI.Ceiling:Cathedral Ceiling 79 30.0 0.0 0.034 3 Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBSLDesign-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 1 of10 (m k)\RESCHECK\RESCHECK-1165 WEST RD 12-28-17.rck 0 Compliance statement: The proposed building design described here is consistent ith the building plans,specifications, and other calculations submitted with the permit application.The proposed building has bee esigned to et the 2015 IECC requirements in 'REScheck Version 4.6.4 and to comply with the mandatory requirem is li ted in Pe REScheck Olection Checklist. Name-�l&I nle '4 !Cf' Sign �Ql Date�, STS® Tit. Project Notes: C? �� ` ��A This ResCheck has been prepared for the proposed first&se for only. �A 03043 -l® OF NES Project Title: 1165 West Rd.,Cutchogue (File# 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBSLDesign-SIDE WORK\17-115 1165 West Rd.,'Cutchogue Page 2 of10 (mk)\RESCHECKQRESCHECK-1165 WEST RD 12-28-17.rck l REScheck Software Version 4.5.4 i J0 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% 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. t� - h€ er" � �E' tfe - - n � - VC _ _Ir =iris, .. ti itviir ' ams -04 • Xsst .p .- v�t'atri` .4 103.1, ;Construction drawings and 7' fit-=•a _w= h &- ❑Complies :Requirement will be met., a . . 103.2 !documentation demonstrate w4a .`.. ' ' yb3:k❑Does Not jPRijl ,energy code compliance for the `'rf` " � %jmr-v =,:;r buildingenvelope.Thermal = z ".;� "` ''T" _ []Not Observable . " ' Eenvelope represented on `} ''" ❑ ot Applicable ; ,construction documents. 103.1, ;Construction drawings ;" '+ g =' " �. „ =a _ _❑Complies y'y 103.2, =documentation demonstrate ` '- +❑Does Not 403.7 ;ener code compliance for nV + s 9Y P �, -Zi-EI-3 [PR3]1 £lighting and mechanical systems. U »4 v -'T_< Observable =5 stems serving multiple '= $_ ."'" '`' _ [Not Applicable ,,dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. `" -= _ Heating and cooling equipment is,' Heating: E Heating: F❑Complies ;= =sized per ACCA Manual S based t Btu/hr Btu/hr £[]Does Not Pl '1 on loads calculated per ACCA Cooling: Cooling:Manual)or other methods g' 9' ;❑Not Observable . T Btu/hr Btu/hr £DNot Applicable t:=;approved by the code official. ; I Additional Comments/Assumptions: i �I i I I i i 1 High impact(Tier i) _ Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File.# 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBSLDesign-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 3 of10 (mk)\RESCHECK\RESCHECK-1165 WEST RD 12-28-17.rck fz' minIA Q p __g- 6 __ I I §_O�;-IWW11A protective covering is Installed to l ElComplies ;`Requirement will be met. protect exposed exterior Insulation :E]Does Not and extends a minimum of 6 in.below grade UNot Observable; XN, UNot Applicable 403Snow and ice-melting system controls Dcomplies installed. PDoes Not MNot Observable TINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) � medium impact(Tier 2) J__Y I Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 4 of10 (m Q\RESCH ECK\RESCH ECK-1165 WEST RD 12-28-17.rck T, 402.1.1, :Glazing U-factor(area-weighted U- U- omplies See the Envelope Assemblies table for values. 402.3.1, average). E]Does Not 402.3.3, ❑402.3.6, E]Not Observable 402.5 ILINot Applicable JFR211 303.1.3 :U-factors of fenestration products91'0011complies ;Requirement will be met. [FR4]1 care determined in accordance ElDoes Not with the NFRC test procedure Not Observable :taken from the default.'able E] gg& 0Not Applicable 402.4.1.1 'Air barrier and thermal barrier .`-�Mcomplies ;Requirement will be met. 2 :installed per manufacturer's MOM ,4M, M a 00 [FR23]1 L]Does Not instructions. MIN wliDervable sw "'ONot Applicable 402.4.3 ',Fenestration that Is not site built M "M A M Complies :Requirement will be met. G In ,[] ' [FR20]1 Ns listed and labeled as meeting []Does Not : 7M 'M AAMA/WDMA/CSA 101JI.S.2/A440 21L]Not Observable ;or has infiltration rates per NFRC -W 1400 that do not exceed code ot Applicable ,limits. 40; IC rated recessed lighting fixtures lElComplies :Exception:Requirement is 'Y1&-F�. ,,3'seaIed-at housing/interior finish 'E]Does Not ;not applicable. :52.0 cfm 1and labeled to indicate Not Observable leakage at 75 Pa. ONot Applicable 403.2.1 'Supply and return ducts'in attics I----[]Complies [FR1211 :Insulated>= R-8 where duct is ODoes Not 3 inches in diameter and >= []Not Observable •R-6 where< 3 Inches.Supply and -,E]Not Applicable return ducts In other portions of 1-0 mow'Sfi 100 :the building insulated>= R-6 for ,diameter>=3 inches and R-4.2 ,for< 3 inches In diarr . 4G3;1;3,5, 1,Building cavities are not used as omplies 015113,' #ducts or plenums. ODoes Not Not Observable L]NotApplicable HVAC piping conveying fluids R- R- ;[ Complies a tFR17 chilled fluids T]Does Not above 105 QF or ted to?R- below 55 QF are insula UNot Observable UNot Applicable 403.4.1 ,Protection of insulation on HVAC Complies [FR24]1 piping. "k"AlDoes Not []Not Observable : k z .......... Not Applicable MIR Hot water pipes are insulated to R- R- :DComplies []Does Not 3 Not Observable DNot Applicable '[]Complies ;Requirement will be met. A�b-,-',-:.-,.-5;AUr0matIc or gravity dampers are 4i 2 Lr-zMajf `,j installed on all outdoor d1l N 010 ❑Does Not , 7"�--g W'.! -1 Intakes and exhausts. lil-W!"-, V", I Not Observable M0 El 4Q Not Applicable -E Additional Comments/Assumptions: 11 JHigh Impact(Tier 3.) 17�,]Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 5 of10 (m k)\RE5CH ECMRE5CH ECK-1165 WEST RD 12-28-17.rck i i I I High Impact(Tier 1) -2,Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 1165 West Rd'., Cutchogue (File# 17-115) Report date: 12/28/17 Data filename: C:\ SIDE JOBSN,_Design-SIDE WORK�17-115 1165 West Rd., Cutchogue Page 6 of10 (m khRESCH ECK\RESCH ECK- 1165 WEST RD 12-28-17.rck ,I ` . , ` 4-19 installed insulation is labeled, Llcomplies Requirement will be met. 40 E]Not Observable LJNotApplicable 402.1.1, :Floor insulation R-value. R- R-_ i0complies See the Envelope Assemblies 402.2.6 [:] Wood T]Does Not table for values. [IN111 Wood 1 11 Steel "[]Not Observable L] steel ;T]Not Applicable 303.2, ,Floor Insulation installed per ElComplies Requirement will be met. Does Not 54116 402.2.7 manufacturer's instructions and 31111 �F 4-12 [IN211 "in substantial contact with the underside of the subfloor,or floor ROUQZ -yg- Not Applicable iframing cavity insulation is in 'b I ,contactwith the top side of 'sheathing,or continuous Jim ft insulation is installed on the Z ,underside of floor framing and IN ',extends from the bottom LU Lhe floor framing ,top of all perimeter 402.1.1, 'Wall,insulation R-value.If this is a, R-_ R- 1,LlComplies ;See the Envelope Assemblies !table for values. 402.2.5, mass waR with at least 1/2of the E] Wood E] Wood pDoes Not 402.2.6 wall insulation on the wall mass Mass UNot Observable [IN311 'exterior,the exterior insulation Steel Steel 11Not Applicable 303.2 Wall insulation is installed per compli s !Requirement will be met. [IN411 'manufacturer's instructions. Does Not Not Observable Not Applicable Additional ons: � 1111-lighimpact(Tieri) medium Impact(Tier 2) 1:3 ]Low impact(Tier 3) —J Project Title: 1165 West Rd., Cutchogue (File# 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOB5\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 7 of10 � / � ` . `--.---_.---_--_—' 11 65 WEST RD 12-28-17.rck� . . i / ' ! 402.1.1, �,Celllng insulation R-value. R- R- "Elcomplies See the EnvelopeAssemblies 402.2.1, Wood :table for values. 402.2.2, Wood IlDoes Not E] Steel E] Steel Not Observable 402.2.6 [FII]3. -,,L]Not Applicable Wa ft 051- NZ gw 303.1.1.1,;Ceiling insulation Installed per Mt mplies 303.2 manufacturer's instructions. 'g"I'MM" DoesNot [F12 Blown insulation marked every -fr Zil RM-0 IN"'OWEINot Applicable IM vented attics with air permeable Complies 'Requirement will be met. .A insulation include baille 0Does Not L---'to soffit and eave vents that -`-'extends over insulation. 402.2.4 ',Attic access hatch and door R- R- X]Complies Requirement will be met. [F1311 'insulation a:R-value of the pDoes Not tadjacent assembly. 'UNot Observable IONotApplicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50 ACH 50 ;[]Complies Requirement will be met. Aach In Climate Zones 1-2, and -<=3 ach in Climate Zones 3-8. 1 E]Not Observable '[]Not Applicable 403.2.3 ,Duct tightness test result of<=4 cfm/100 cfm/100 IlComplies *<=3 cfm1100 ft2 without air :[]Not Observable ,handler@ 25 Pa. For rough-in '[]Not Applicable ;tests,verification may need to ,-occur during Framing Inspection. 403.3.2 ;,Ducts are pressure tested to cfM/100 cfm/100 ',[]Complies [F12711 'determine air leakage with UDoes Not ,either: Rough-in test:Total 'E]Not Observable Neakage measured with a 'pressure differential of 0.1 inch E]Not Applicable 'w.g.across the system Including Ahe manufacturer's air handler ,enclosure If installed at time of ,,test.Postconstruction test:Total ,leakage measured with a 'pressure differential of 0.1 inch 1w.g.across the entire system including the manufacturer's air .handler enclosure. 403.3.2.1 [Air handler leakage designated Complies [F124]1 by manufacturer at<=2%of Does Not ,design airflow. Not Observable 1 Not Applicable KI Programmable thermostats 5 6,5' Does Not installed for control of primary Mg ot Observable fheating and cooling system and �f`k .0 EIN i Initially set by manufacturer to code specifications. Heat pump thermostat installed Lp on heat pumps. wn_ �;Ism,,_Mzwm, 3circulating service hot water omplies systems have automatic or accessible manual controls. ' I I 1HIgh Impact(Tier:L) F-- medium Impact(Tier 2) 1-3 ]Low Impact(Tier 3) _J Project Title: llO5West Rd, Cutchngue (File # l7'll5) Report date: 12/28/17 Qahafilename: CA_S|QE]OB5\_Design-SIDE W��RK�7'II5ll65VVestRd, Cutchogue ` Page 8uflO (nok�RES[HEC�RESCHECK, ll65WEST RDl3'28'l7.rck e+c �"p-Y� F,: M di" $sum opq-t, Uld _Z 0 ift A "M TRIMAR11" -7 1,�--7 K �c R 7-7 7_7 Complies ,.All mechanical ventilation system 'M not part of tested and listed UDoes Not HVAC equipment meet efficacY _'[3Not observable and air flow limits. M E]Not Applicable ........... Ut,50complies supplying he RM 4d 1§1.7�i---��,- Hot water boilers s Q-k-M at Q gs;- 't, 0- []Does Not ;, Ii�ff�,R.2,tlthrough one-or two-pipe heating stems have outdoor setback k�_-- []Not Observable R control to lower s k boiler water RM U temperature based on outdoor 5,0_ L]NotApplicable ,zitemperature. M.MM, 4 ,11 Heated water circulation systems �5Mi MMIMM "M Compiles N, 08- K]Does Not 0 M, have a circulation pump.The I nglll m []Not Observable q "'systerri return pipe is a dedicated 'ft" "M, M" M.- 0; return pipe or a cold water supply F,,gi, E]Not Applicable ji�-- pipe. Gravity and thermos- M AN U_50 T'.3,11`1= syphon circulation systems are r&SM_,.&p-!,M1 not present.Controls for 'A cI rcu Iatinghot water system 4 ,pumps starthe pump with signal ~ 'CL for hot water demand within the R A-M 10 .occupancy. Controls 3, 1 automatically turn off the pumpr. water is in circulation loop is at set-point temperature and no demand for hot water exists. 9,11F"R- IV, 4 � 10,�,A -E 4_P4,,$A�.7-91 Electric heat trace systems "g, V ,�[]Complies 1comply with IEEE 515.1 or UL lUx 0 M it INN -]Does Not _V. ca y E, I 2 I_10 W ;1 R g 515.Controls automati 11 MAI on g LiNot observable N R 0, gN. 'ARV M M, M, aciju _0 st the energy input to the We M E]Not Applicable 0 NO I heat tracing to maintain the g t rc_t �p IKA a _7 g *ure in. _g desired water temperature the .0 1 K 0011 M'16'k'1�41 I'lz R 11,le li",i - AM 0, A piping. mw- OComplies `!Water distribution systems that M, Nk Ma."E", LIDoes Not �-`%'have recirculation pumps that M pump water from a heated water Not Observable M Zsupply pipe back to the heated LJNot Applicable ,z water source through a cold al water supply pipe have a KAZZ, K_ _ demand recirculation water R �4 "lgp M d -�t g system. Pumps have controls ;tg. Wa ;WO �-M that magage operation of the --zl pump and limit the temperature N -!of the water entering the cold ,water piping to 1049F. pq 4 Drain water heat recovery units MM,11M%U:=W -i�❑Comp es W, 74 Does Not M,4 - - , in accordance with CSA -1355.1.Potable water-side I'M M TI[]Not observable 73 'pressure loss of drain water heat ON M K]Not Applicable recovery units<3 psi for -41V A M N A P3, AM SM, individual units connected to one 1_1_1 _1�3cr t,.,,,o showers. Potable water- W U Mak 101 - -M, M,, -I PENN y' wku side pressure loss of drain water IMM, heat recovery units< 2 psi for BIN g" ENV individual units connected to �z r XM� three or more showers. 404.1 1,75%of lamps in permanent [FI6]3- i'fixtures or 75%of permanent ,fixtures have high efficacy lamps. Does not apply to low-voltage 'lighting. X 41,1, IMM �64�.IA Fuel gas lighting systems have ;',e ''I"MR-1 ile*l N % - Complies M, fIFJRzl; �3]1-, 'no continuous pilot light. M Does Not -[] VNot observable 4'g ONot Applicable ; I High Impact(Tier 1) Medium impact(Tier 2) J-_3'JLow Impact(Tier 3) _J Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:�SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 9 of10 IMLA CC.-UM-111101 C.-U0rV cr ififor- or,$ 1 121)01*7X k Q10L c I C11 tux I I E C K kr%]—5%,a I I—C K— 1165 1,v EST r%D 12— 2—u I I K a:,._....,- Compliance certificate posted, OCompiles :Requirement will be met. -[]Does Not AM 0Not Observable 0- ONot Applicable ,Manufacturer,manuals for "A _ OCompiles JFJ1?,r.- Imechanical and water heating M, _. -4 []Does Not 'systems have been provided. []Not Observable ONot Applicable Additional Comments/Assumptions: 11 IHigh Impact(Tier 1) medium impact(Tier 2) [3 JLow Impact(Tier 3) Project Title: 1165 West Rd,., Cutchogue (File# 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\_Design-SIDE WORM17-115 1165 West Rd., Cutchogue Pace 10 of 10 (m k)\RESCH ECMRESCH ECK- 1165 WEST RD 12-28-17.rck 2015 IECC Energy Effildency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Window, 0.30 0.31 Door 0.32 0.16 Heating System• Cooling System• Water Heater• Name: Date: Comments i 1 i i - REScheck Software Version 4.6.4 Compliance Certificate , Project 1165 West Rd., Cutchogue (File # 17-115) Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition +' Orientation: Unspecified Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: t Construction Site: Owner/Agent: Designer/Contractor: 1165 West Rd. Louis Yoh Diego Steisel,R.A. Cutchogue, NY 11935 LYC Design Group Diesel Architecture, PLLC 151 Lafayette St. 1101 Waverly Ave. 2nd Floor Holtsvilie, NY 11742 New York, NY 10013 (631)816-5518 (917)843-3552 DSTEISEL@OPTONLINE.NET Compliance: 11.6%Better Than Code Maximum UA: 147 Your VA: 130 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. -Envelope Assemblies Gross AreaAssembly or Cavity Cont. U-Factor UAs Perimeter 2nd.Fl.Walls:Wood Frame,16"o.c. 540 21.0 0.0 0.057 24 Orientation: Unspecified Window 1: Wood Frame:Double Pane with Low-E 112 0.300 34 SHGC:0.31 Orientation: Unspecified First Floor:All-Wood Joist/Pruss:Over Unconditioned Space 172 30.0 0.0 0.033 6 Second Floor:All-Wood Joist/Truss:Over Outside Air 358 30.0 0.0 0.033 12 First FI.Walls:Wood Frame,16"o.c. 317 21.0 0.0 0.057 14 Orientation: Unspecified Window 2:Wood Frame:Double Pane with Low-E ��36 0.300 11 SHGC-.'0.31 Orientation: Unspecified Door 1:Glass 37 0.320 12 SHGC:0.16 Orientation: Unspecified 2nd.FI.Ceiling:Flat Ceiling or Scissor Truss 522 49.0 0.0 0.026 14 2nd. FI.Ceiling:Cathedral Ceiling 79 30.0 0.0 0.034 .3 Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBS�_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 1 of10 .(mk)\RESCHECK\RESCHECK- 1165 WEST RD 12-28-17.rck :t Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit,application.The proposed building een des' ned to mee 2015 IECC requirements in REScheck Version 4.6.4 and to comps with the,mandatory requiremen isted the Scheck ins cti n Checklist. 2 oS Name-TI Signatur � Date COProject Notes: C This ResCheck has been prepared for the proposed first&sec or a nly. i S p30�� TATE OF Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\-SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 2 of10 (mk)\RESCHECK\RESCHECK- 1165 WEST RD 12-28-17.rck REScheck Software Version 4.f.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% 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. do - :-P ans Vexif'e �e1c��Verii i� c •s3„ „_-•,',”"s `r�.�,`:s.,"=1\_``a'x-��,"G�,";�r��t, �;_', ry"-Va�"a;�` S;`av�'��.:.+. ❑Com lies R ;Requirement will\be`met. 103.1, Construction drawings and 103.2 =documentation demonstrate "''Az ❑Does Not [PR111 N ,energy code compliance forthe } syw k 'buildingenvelope.Thermal = _ '" x'z xF f§=<`^-Y a- =gip'❑Not Observable ,envelope represented onuyx` ❑Not Applicable construction documents. 103.1, ;Construction drawingsand r ❑Complies 103.2, documentation demonstrate : vzr s :' ,Q ❑Does Not 403.7 ;energy code compliance for ;,ff [PR' 'li htin and mechanical s stems. `," = WM ,; 'Y"' 4^`` = °r^ °❑Not Observable 9 9 Y _ ❑Not Applicable a5ystems serving multiple - ,_.tf,.?�f."n ,,dwelling units must demonstrate compliance with the IECC Commercial Provisions. ,�:�• .� r� ��:��,-,:Hca 3Q217 _lHeating and cooling equipment is, Heating: Heating: ;❑Complies isized per ACCA Manual 5 based a Btu/hr Btu/hr ;❑Does Not jpR2 "on loads calculated per ACCA Cooling: Cooling: '[]Not Observable :._.. Manual J or other methods Not Applicable . «: • aapproved by the code official. ❑; Btu/hr ; Btu/hr _ > -`:. - f I Additional Comments/Assumptions: 1 High Impact(Tier 1) =I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 3 of10 (mk)\RESCHECK\RESCHECK- 1165 WEST RD 12-28-17.rck e 09-1 iisiA Ot w 30 ZV',,7;�A protective covering is installed to ;,[]Complies !Requirement will be met. protect exposed exterior insulation T]Does Not and extends a minimum of 6 in.below - ;ONot Observable; grade. ;E]Not Applicable 4f(' ;9' `' -,Snow and ice-melting system controls IlComplies . 3 , FOS installed. PDoes Not ;FlNot Observable i ;E]Not Applicable Additional Comments/Assumptions: I I High impact(Tier 1) F;flmeclium impact(Tier 2) 1-3-]Low Impact(Tier�3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 4 of 10 (m k)\RESCH ECK\RESCH ECK- 1165 WEST RD 12-28-17.rck a IPfins�'+�rit<lei f�edd,9P crifr�e9 =#k ra if g l Ro�sgEi�-iEr ire ei iaaa - ompt� s� .C nnaentslA sure�ofwk Sfaia�e aura - _ 402.1.1, :Glazing U-factor(area-weighted ; U-\ U- ❑Complies _ `see the Envelope Assembliesx 402.3 1, :average). ❑Does Not ;table for values 402.3.3, ; ❑ 402.3.6, ; Not Observable ' 402.5 ;❑Not Applicable ; [FR211 ; X : : ❑ 303.1.3 'U-factors of fenestration products :a s ;3 a,Y Complies ;Requirement will be met. [FR4]1 +are determined in accordance t,;A,- ❑Does Not ,with the NFRC test procedure or ❑Not Observable , taken from the default table. _❑Not Applicable {r>`^' `, " ❑Complies ;Requirement will be met. 402 4.1.1 ;Air barrier and thermal barrier ��sy,� ;�yr��_�:,;^.;;- tF„� .��_°'-�:�y��_�',,,��.«_.�, [FR23]1 !installed per manufacturer's <<;tkx ,`. - a <'^, :g' =❑Does Not pinstructions. IK VV j ..; :' _, xN = ..__[:]Not Observable z-,l, >; 3'` i._-.:` civ, ;:. ❑Not Applicable ',Fenestration that is not site built ,> ” T <;y`j ❑Com lies Requirement will be met. 402.4.3 ,F F� .� >'�_�.�:.�`��'� 4Js �� P q [FR20]1 :is listed and labeled as meeting ``'= x `''� " ;" '.as _` >`R< ❑Does Not ;AAMA/WDMA/CSA 101/1.5.2/A440 3"' ,F pS',°,!•> a.a^,'v;''j�.: -�':;' :"? ,>�^,��<,:Y.n,',ink;:i f;T❑Not Observable :or has infiltration rates per NFRC �?�`k-':'a��`�?�' ;�;,`';E,��*��„• ;,� •?k,�^ar=•,,: �, ;� ,400 that do not exceed code F:_. _ _ M'"` `r`"°'< `:r,, ❑Not Applicable , 4limitsu.•'atM1.:.h\`S .; ;i:•....>i^.v)'.`:, _ _n"��:,i`��'�`vr>`g,.i,'''.ti- -z` . 402A-A- -:IC-rated recessed lighting fixtures ='�� , »:a - .- 4��.t �❑Complies :Exception:Requirement is f'nish <... jEFtIGI? ,gsealed at housing/interior i ❑Does Not not applicable. _- ;and labeled to indicate 52.0 cfm µ`>= c.'_t .. :,.•� — s., .;. ,sr+ fir:;, ❑Not Observable xleakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics r _ '_;',: r;;{.;` ' 4;-,:" ;,.rtw"9❑Complies v:R,: , [FR12]1 !insulated>= R-8 where duct is i`:, z='a ;t; - "`4°5' 'v '4.;; ',❑Does Not >=3 inches in diameter and>_ ❑Not Observable :R-6 where< 3 inches.Supply and�a= ,n, ''_ °`t, °❑Not .return ducts in other portions of Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2tit =for< 3 inches in diameter. 443.3.3.5 ;Building cavities are not used as ;N =.,F{., ux' ❑Complies FR15 ;ducts or plenums. .��a y'��.>,�;t�st��,-£;:•�:�-S �'�`� ��'�=a❑Does Not ` ,; .•t .e<:, ,°z,:;. <., ❑Not Observable , ❑Not Applicable 4]73:4,.• ;HVAC piping conveying fluids R R- E❑Complies tl*Rilj��-?-above 105 OF or chilled fluids ,[]Does Not below 55°F are insulated to?R- i s3 UNot Observable ; :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC mp❑ lies [FR2411 piping. ..A Wi ❑Does Not []Not Observable . ❑Not Applicable 443.5.3° .,Hot water pipes are insulated to R- R- a❑Complies ❑Does Not Not Observable i❑Not Applicable ' Automatic or gravity dampers area `== `' - = '" ❑Com lies :Re uirement will be met. FR19 a 'installed on all outdoor air '°, `_ ;s - :".; "-G`s❑Does Not intakes and exhausts. - ., ❑Not Observable ,` '. :z 'w =❑NotA licable --_ _ _F `�,��:• ' :,�y;;; ��` �"'<�„g'=fir”`.--,- "”: -� PP , Additional Comments/Assumptions: 1 High Impact(Tier 1) =2] Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:LSIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 5 of10 (mk)\RESCHECK\RESCHECK- 1165 WEST RD 12-28-17.rck J I High Impact(Tier 1) [- ]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\ Design-SIDE WORKU7-115 1165 West Rd., Cutchogue Page 6 of10 (m k)\RESCH ECK\RESCH ECK- 1165 WEST RD 12-28-17.rck —,F&- S octio" Id, ..�,JAII installed Insulation is labeled ;Requirement will be met. the installed R-values ,provided. Not Applicable ............ 402.1.1, 'Floor insulation R-value. R- R- ElComplies See the Envelope Assemblies 402.2.6 Wood T] Wood Does Not i table for values. [INI]l E] Steel E] Steel 'bNot Observable []Not Applicable 2K, Requirement will be met. 0 m -A N❑comp 303.2, 'Floor insulation installed per `psi SRO NE] lies tMR p, 402.2.7 =manufacturer's Instructions and []Does Not w,K'2�U M w, M [IN2]3. On substantial contact with the g []Not Observable 112'If iio 5 1,g 4,� - M �--,g jg,g ME, NotApplicable 'underside of the subfloor,or floor M :framing cavity insulation is in %5 ffG 2% ,,A 'contact with the top side office V MM o-g W-0115 tT` 'sheathing,or continuous §4RIv 20MR-, M- i'insulation is installed on theNkEIftM, underside of floor framing and extends from the bottom to the "MM AN --M K top of all perimeter floor framing .......... �g NO, ',4' ,members. w 402.1.1, 'Wall insulation R-value- If this is a' R- R-_ 11LIComplies ;See the Envelope Assemblies 402.2.5, =mass wall with at least 1/2 of the ❑ Wood E1 Wood 'E]Does Not table for values. : 4022.6 wall insulation on the wall ❑ mass E] mass 'E]Not Observable [IN3]1 :exterior,the exterior insulation Steel El Steel ,[]Not Applicable ,requirement applies(FR10). 303.2 'Wall Insulation is installed per C mplies Requirement will be met. [IN4]1 manufacturer's instructions. Does Not Not Observable 0 Not Applicable Additional Comments/Assumptions: I I High Impact(Tier i) medium impact(Tier 2) 1-3-]Low Impact(Tier 3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 7 of10 (m k)\RESCH ECK\RESCH ECK- 1165 WEST RD 12-28-17.rck _F sJ, N - d MM All mechanical ventilation system rt MMM lC mplies om fans not paof tested and[is ElDoes Not ik-,ZA HVAC equipment meet efficacy EINot Observable ;a A,',1and air flow limits. EINot Applicable "M 0", .4, Y, S Kkomplies t M '04 water boilers supplying heat @, 53,"M 'M 2, n, -1110 1p- '�`J""11Does Not .,,,!through one-or two-pipe heating SUN 00'iM 'bsystems have outdoor setbacr, MOM- aw M M;;�, Not Observable -MV E-Z 3control to lower boiler water temperature based on outdoor X4 temperature. Heated water circulation systems have a circulation pump.The _%,A system return pipe is a dedicated return pipe or a cold water supply ,, Applicable t4 pipe. Gravity and thermos- k W syphon circulation systems are N I t p luresent.Controls for circulating hot water system p tart the pump with signal t 2g � 'Qp umpss mg R W1 Ur "Mf �U 401K P f hot water demand within the kUMH., pancy. Controls automatically turnoff the pump when water is in circulation M_loop ,W KMM__D� A 10 at set-point temperature and . = '^ 1.,A_ ONE- �tK1 k 'N no demand for hot water exists. 6 M MR 0 M 401.6a,-Zl.iI Electric heat trace systems complies & MR-MA" p _?_49 comply with IEEE 515.1 or UL Does Not "'Z 51'3Z M _'V j$ 15 5 . Controls automatically WA -, 8�0-�"I_!Not Observable adjust the energy input % X to the Not Applicable heat tracing to maintain the desired water temperature in the piping. 4, M� M', Water distribution systems that 16,1421 , - !M xi,��,Elcomplies g(I)VM gQ G QR V % Lfb have recirculation pumps that % Mt ROMMODoes Not water M X 8" Nql pump water from a heated Z, -'�E]Not Observable M supply pipe back to the heated lNot A Z -"!water source through a cold R 04 'So� i'VOU'g dEpplicable1.43 QM�t ":Iwater supply pipe have a " 'M M, 'Wz -MIRM-1 MEN Aaw ga M M -Aclemand recirculation water M-1 3'M, Ak_71M g?,system. Pump s have controls Oil Al 014� - vt tiz M that manage operation of the % pump and limit the tem peratL ire M, of the water entering the cold N water piping to 1049F. W M cnIVON111% Drain water heat recovery units .A k11 OComplies F4 -NODoes Not t-'R-�,.-AgAq,?l tested in accordance with CSA tF QW0 1"M EM []Not Observable E -V B55.1.Potable water-side �R -U Apressure loss of drainwater heat k _110 N V N e recovery units< 3 si for ONot Applicable 1151 -,Mflndividual units connectedtoone Q,,� Ah R �M ma or tiv m 0 showers.Potable water M side pressure loss of drain water RX n _-gk',�, M, M `Z; M heat recovery units< 2 psi for ""-'inclividual units connected to L�three or more showers. 404.1 ;75%of lamps In permanent N: _�73tf OComplies [FIG]' Ifixtures or 75%of permanent ,fixtures have high efficacy lamps. .Does not apply to low-voltage ilighting. "it '0-40 ','Fuel gas lighting systems have Pll,� complies no continuous pilot light. M� Does Not Lt'M Not Observable 1`11111_11 ,Iiwll m Applicable 21 13. JHigh Impact(Tier 3.) M medium impact(Tier 2) 1,3 ]Low impact(Tier�3) Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filenarne: CA_SIDE JOBS\_Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 9 of10 (mk)\Rc�Sr�'Hc"CKXFDNESCILJoLc 'm'- .1165 WEST RD 121-28-17.rck, Z' Complies :Requirement will be met. ElDoes Not E]Not Observable ONot Applicable 303:3--- ;_Manufacturer manuals for Complies [PI-0]3 imechanical and water heating vti, ElDoes Not 4systems have been provided. Not Observable -[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier i) ["z]medium Impact(Tier 2) 1-3 ]Low Impact(Tier 3) J Project Title: 1165 West Rd., Cutchogue (File # 17-115) Report date: 12/28/17 Data filename: C:\_SIDE JOBS\._Design-SIDE WORK\17-115 1165 West Rd., Cutchogue Page 10 ofI0 (m k)\RESCH ECK\RESCH ECK- 1165 WEST RD 12-28-17.rck 1 . 2015 IEGC Energy Eff'sclency Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Window 0.30 0.31 Door 0.32 0.16 • a 'i B . • 0 Heating System• Cooling System: Water Heater• Name• Date: Comments SURVEY OF PROPERTY � A T CUTCHOCUE TOWN" OF SO UTHOLD SUFFOLK CO UN'T Y MY .1000-110--07-02 SCALE: 1'=30' XL Y 15, 2015 17 c � t If v 141 OL .'I 4f,�X��65' : '+ �- '' , 1 r► o r.. IF" iL a! ,�/r y— +,tt`' r` : S'�.►! 'd f ` F •! s - t`. s .:1+,i rr(•:"3 .a+'ga R w d s �+ PA TRICK KEU Y KEU Z. ' ` '' H �� nava IME IMSURANCE COUPANY M5T HOLE DATA 0412812016 s DARK BR(yMrfi1 LCtAA► Ct ��} Q O t►. may ° �i 0% �•` c�Et:[J /t� f�.�.:} �, "'; 4 11 Im let PALE BMW FMX SAND �. WA MA IN PALS' RROMN frx .SYO 93, R s tr' 14 ,NOT- WA nM M-0t N TEREUof qr- !,�6' MOW {A[f ry o ♦� .y ■•NC+wt1�L7V T ,b . '' l' 8 to e 0 noW ZONr fRCW nRM MAP MMVER J6'OXO164H � �'" �� ,•�•� (�'+� Mae SEP w4BM 25, 2009 l EIEVA WKS & CONTOURS ARE R fD N.A,VD. 88 � � w cv YJ d 0. 49618 AN Y At 7MA ITOM OR ADEN mw iro MS SWRVEY IS A of m A 17ON PE 5. A C. Or SE'CrM 7209,OF iNE NEW Yt99K SrA TE' EDVCA a T,pWG'rt TlOMNS � AREA=1.399 A CRE',3 (6M) FAX ,(6`31) 765-1797 EX�r AS PM SEC TRN ;209--St18DVtf-VfiW of 50,935 SQ FT P.O. 80x 909 HEREON ARE VAt1'0 FOUR IMS JIAP AMO C001CS JHVf E'CrF oft Y !F -1" JIAF t� Cis ar'" rw #,&RES�SED SEAL cf rr&" S AWYOR ,,' TO TIS ,SINE �23o tR tv�zE t sT��ET *"OW SK2YA TtJfW APPEARS HERECIN. SCK!TNc Do. N.Y. 11,971 16 � 7—039 SURVEY OF PROPERTY p A T CUTCHOG UE ICA G� TOWN OF SOUTHOLDyN SUFFOLK COUNTY, NY 1000-110-07-02 lot- �Pvev SCALE.• 1' 30' ' JUL Y 15, 2016 • �Pd,�s o•1�vi. Zoo OG 26 lag N v8 � � P�D oP Gl CP �N R ��NP�R� �P,�R 4 '� � V �• vBL10 0 4 zo zoor,- a ` 22 y `��1g �" z2 `�,� 2 � ��✓QLD 1.--� 20 (fA . �sd �a o• a' 2 Off\ z / e j; is o�E 18 � EENS C !� 16 Z � STONE- �•4 sr Ri5. m O F 16 !2 cli p . 16 6 _a a ,ti ,k rbc* c CERTIFIED TO. PA TRICK Y HOLE DATA DIANE KELLY /:z 51No\)SFIDELITY NATION AL TITLE INSURANCE COMPANY McDONALDESENCE r 04/28/2016 ',O > N cfl DARK BROWN LOAM OL Z n --� 1. �SlV b fp� BROWN CLAYEY SAND SC o a 4' No��,y ot too PALE BROWN FINE SAND SP ° a oN- WATER IN PALE BROWN F7NE SAND SP s 1 NOTE WATER ENCOUNTERED 13.6' BELOW SURFACE 0 6 19' i � s o 0 ■=MONUMENT "ZI � // •��dao tioNjee�k) FLOOD ZONE FROM FIRM MAP NUMBER 36103CO164H `EL OF llep . SEPTEMBER 25, 2009 •E ELEVATIONS & CONTOURS ARE REFERENCED TO N.A.V.D. 88 €�� w CC � MO � 13 ANY ALTERATION P N 0. 49618 0 OR ADDITION TO THIS SURVEY IS A WOLATION �. ►� f-� 50 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. ct°» �—� PEC S, P.C. EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. ALL CERTIFICATIONS Q.QP AREA=1.399 ACRES (631) FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR p or 60,935 SO. FT P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. �'� TO TIE LINE 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 16-039 i j SURVEY OF PROPERTY (D A T CUTCHOG UE IXAG) TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-110-07-02 SCALE: 1'=30' JUL Y 15, 2016 s � R P � vB0r, (P - ?° n S R 20 ,NG 22 -��18 ?2 a v 6 20 F 18 a ass° EENS 0 o o A 0 o �6 CON �a0. sr°NE o 4 16 o Z 5� � to '� rho, CERTIFIED TO: `� � X31 g, PATRICK KELLY DIANE KELLY 1( ° FIDELITY NATIONAL TITLE INSURANCE COMPANY TEST HOLE DATA a'�` 2s�; 510 No�s� ° 3 McDONALD GEOSCIENCE Grp v "•- EY Z Eo �b f e �� 1• 04/28/2016 FRP n �� Z `�a• odd 10 DARK BROWN LOAM OL � Z✓� 1� � Z le- BROW e \ o BROWN CLAYEY SAND SC q 4' PALE BROWN FINE SAND SP '� G` o N�- 13.6 / WATER IN PALE BROWN FINE SAND SP s 17' NOTE. WATER ENCOUN7ERED 1J.6' BELOW SURFACE ■=MONUMENT o FLOOD ZONE FROM FIRM MAP NUMBER J610JC0164HMe SEPTEMBER 25 2009 ELEVA 710NS & CONTOURS ARE REFERENCED TO N.A.V.D. 88 001N !- 1 0. 49618 � u ANY AL 7ERA 7ION OR ADD/TION TO THIS SURVEY IS A VIOLA TION G N PEC S, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW. ��P EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA=1.399 ACRES (631) FAX (631 765--1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �i or 60,935 SQ. FT P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINE 1230 TRA VELER STREET 6"—"03c7 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 01, DEMOLITION NOTES r'r'D`=' I. PRIOR TO GOMMENGEMENT OF ANY DEMOLITION WORK,GG SHALL VERIFY ALL EXISTING GONDITION5 AND REPORT ANY D15GREPANGY (FROM GONDITION5 AND DIMEN51ON5 INDIGATED) ON ARCHITECTURE pA}c C^R F^`fi•. rs.l .P.<ry.>,-;u...., r ._ a \ _ — �' -.Irl j 1 _ •:` THE5E DRAWIN65 TO THE ARGHITEGT IMMEDIATELY. __ , PLLG 2. PRIOR TO GOMMENGEMENT OF ANY DEMOLITION WORK 6G 15 TO COORDINATE THE REMOVAL OF ANY AND ALL PLUMBING ELEGTRIGAL MEGHANIGAL AND/OR ARGHITEGTURAL ITEMS ,�I� '.Z`' l -L, _. ��.��. r IN6LUDIN6 WALL PARTITIONS IN CONFORMANCE WITH THE5E PLANS. PH: 631.8165518 `t u _ y- y _ `" 3. ELEGTRIGAL FIXTURES, OUTLET5, JUNCTION BOXE5, CONDUIT PIPING, PANELS,TRAN5FORMER5, ETC. ARE TO BE DI5GONNEGTED AND/OR REMOVED A5 APPLICABLE TO NEW FLOOR PLAN A5 FAX: 6314'15 2a$0 -- NOTED --------------__ ---------------------------------------------------------------------------- 4. REMOVAL OF GON5TRU6TION DEBRI5 15 THE RE5PON5113ILITY OF THE GENERAL CONTRAGTOR. 5. GC TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC, 5AFETY PRACTICES ACCORDING TO STATE AND TOWN ORDINANCES AND IN GOMPLIANCE WITH INSURANCE RE5TRIGTION5 E: D5TEISEL®0PTONLINE.NET r;'.I t��•r, `,� _ .L, ,_ _ ,. }. .,w. Jam✓" I I AND/OR REGULATIONS. FOR 1',OUIF-El, 6. DEMOL15H AND REMOVE FROM THE PREM15E5 IN A MANNER AGGEPTABLE TO ALL JUR15DIGTIONAL AGENGIE5, AND TO THE APPROVAL OF THE OWNER AND ARC HITEGT 50 INDICATED OR WWW.DIEBELARGHITEGTURE.VPWEB.GOM 2, r OU,."H i'i_l, ," i' ; REQUIRED BY THE WORK OF THE GONTRAGT DOGUMENT5, OR A5 MAY BE DIREGTED IN THE FIELD BY THE OWNER. IPv 11L°,"I"fv'v '' 1. EXI5TIN6 FIXTURE5, HARDWARE, PARTITION5, ETG. 5HALL BE REMOVED A5 NOTED. 4. i I�d.'`,L " z;C)P' ,T`'-"'''C''' t,1,!JT " � '�4�' ` 8. EXISTING LIGHTING TO BE REMOVED, INCLUSIVE OF WIRING BACK TO DISTRIBUTION PANEL. 1101 WAVERI.Y AVE., HOLTSVILLE, NY 11142' a ,a g d I d./ O 1 E1 C'- "."'I_i.'`= `^�' -- r., ^ i e d " Q. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEA5T ONGE PER DAY OR A5 REQUIRED TO MAINTAIN 5AFE WORKING GONDITION5. VERIFY METHOD AND LOGATION OF REMOVAL �,{n•.; ; t cH,I_L1,11EETTHE � of It,3 UN;L Zvi ALL C �I,al,'..1'_. IL,,.W _ WITH OWNER. OF THE GODr^J=pial'' � : ,-- 1 m yam". .� "')JAI-E, ., !. I 10. ALL ABANDONED ITEM5- EQUIPMENT,WIRING, PLUMBING,BLOCKING,ETG.NEEDS TO BE GOMPLETELY REMOVED FROM THE 5PAGE. 'CORK NOT RE.;FO,'I. li_ _F FOR �°� � I �I � � CET T �i'�I � � � PROJECT TITLE: I I II. NO GRANGE ORDERS OR EXTRAS SHALL BE ALLOWED DUE TO THE CG'S LACK OFA SITE VISIT. 0E&1'3N OR 3ON}Tfi=Tl01N1 ERROR& OF ® C11PAC1Y � r-------- ----------------------------------------------; 12. AT COMPLETION OF DEMOLITION WORK,GG 15 TO MEA5URE THE SPACE AND REPORT ANY DISCREPANCIE5 TO THE ARGHITEGT. 13. WHERE EXISTING WALL5 ARE INDIGATED TO BE REMOVED, CONTRAGTOR 15 TO PATCH EX15T. FLOOR, ADJAGENT WALL5 $ GEILIN6 FIN15HE5 A5 REOV. ADDITION 4 --------^------------- ----------------------, RETAIM, STORM WATER RIJNOFF (TYP) PORSEI!`,«T TO CHAPTER 936 ' 14. G.G. TO FURNISH INSTALL TEMPORARY BRACING SHORING PRIOR TO THE REMOVAL OF ANY STRUGTURAL ELEMENTS, TYPIGAL. INTERIOR ALTERATION5 I , ; , I OF THE TOM CODE. ' 1 , 1 , I I I 1 1 I I I ' I PROJECT LOCATION: 1165 A 5T ROAD, OUTGHOGUE W 111155 I 1 1 I • I 1 1 1 1 I EXIST.TRUE 2x F.J.® I6" O.G. I 1 1 1 1 DESIGNER: WASTE ----------------------- ---------------------------------------, ' 1 — ---------------------------L-------------^--------J LGY DE51�NGROUP 1 I I 1 1 I 1 1 I -----------^--------i r--------------------------------- I ----- � r_ _J UNFINISHED `r, --J � � 151 A�AYTTE BASEMENT 1 1 1 ST., SND. FL., EXIST. TRUE 2x6 ( I EX15T.TRUE 2x6 IwI �,/ �/ 2 r----- i F.J. I6'O.G. F.J. 16"O.G. NE 1'`l 1 ORK, N I 1001 J MEOR AREA 1 LU kJ LOU15 ®H Q 1 I I 1 - I �/• I 1 ' I M11) X43-3552 M.- 1 �i 1 ---------- ------------; i i -------, p MEDIA ROOM I 1 1 u E , I I I I , —K4 SEAL AND 516NA7URE: IL I II � I 1 j I I L-----------------------J 11 -------J dJ , I — 1 X I I I I +1 — I r--------------------� 1 X i i i + __i Ii 1 ; r------------- --------------------- ---------------------------------- It ---------------------' '-I 1l! � r- - -- -- - -- --, LiEX15T. tL P D � ' --^-----------------^-------------; IUP 128((p._XI ® v 1(EXIST.) ;ti_ oO 3------------- ' L--` ------^-- NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 ---WATER 6A5 ------------------------------------ - --------------------- ------ 1 AT ' I I I BEEN DEMOLITION WORK IT SHALL BE THE OWN R'S I TO ANY RE51PON5IBILITY TO OBTAIN A BUILDING PERMIT FROM THE 6OVERNIN6 BUILDING DEPARTMENT. THE ARGHIITEGT DOE5 NOT REGOMMEND AND DOES NOT GUARANTEE THAT SOLELY BY THE PREPARATION OF THESE PLANS SHALL GON5TRUGTION OCCUR LEOEND A Issues and Revisions Date Issues and Revisions i 0� EXISTING FOUNDATION � FTG. A.F.F. - ABOVE FINISH FLOOR -7/20/1-7 EXISTING CONDITIONS F TO BE UNDERPINNED A.P.B. - ANTHONY POWER BEAM 8/7/17 PRELIMINARY DESIGN J B.P. - BEAM POGKET (NOT FOR CONSTRUCTION) EXIST. WOOD FRAME WALL G.J. - GEILIN6 JOISTS r -I G.M. - GARBON MONOXIDE 8/6/17 PRELIMINARY DESIGN -------- L--------J EXIST. WALL TO BE REMOVED G.T. _ GOLLAR TIES DN. - DOWN q/14/11 CLIENT REVIEW � ,>` (NOT FOR CONSTRUCTION) DP. - DEEP � EXISTING DOOR D.H. - DOUBLE HUNG TO BE REMOVED D.J. - DECK J015T5 D.W. - DISHWASHER Project, No. 1'7-115 EX15T. - EXISTING EXISTING DDDR E.P.- ELECTRICAL PANEL F.D.- FLOOR DRAIN SMOKE DETECTOR FL. - FLU51-1 PREPARED EXCLUSIVELY FOR SCTM #: � NORK - oSELF CLOSING : ISTIN0 CELLAR/�OU� DAT10N PLAN 1^l1TH FROFOSED DEMOLITIOiCARBON MONOXIDE G� GL�ZE DETECTOR GYP. BD. - GYP5UM BOARD C>iSc, E: 1/4"= 1'-0" RAFTER m STRUCTURAL WOOD POST N5UL.Hl N5ULATION Scale: A5 NOTED UNLE55 OTHERWISE NOTED L.V.L - LAMINATED VENEER LUMBER MIN. - MINIMUM 50 GFM MIN. EXHAUST MNFRTERIOR . - MANUFAGTURER'5 VENT TO YS CODE M.O. - MASONRY OPENING Drawn .By: PLS AS PER N SECTION 8303.3 (U.O.N) O.G. - ON GENTER R FRAMIN0.5.6. - ORIENTED STRAND BOARD ® 16"D.G. G NOTATION P.T. - PRESSURE TREATED Date: 7/10/1'1 REF. - REFRIGERATOR a — SECTION MARK R.O. - ROUGH OPENING A-I — R/0 - ROOFED OVER R.R. - ROOF RAFTERS R/R - REMOVE 4 REPLAGE T.O.W. - TOP OF WALL TYP. - TYPIGAL U.O.N.- UNLE55 OTHERWISE NOTED V.I.F. - VERIFY IN FIELD V.P. - VALLEY PLATE Projj. North DWG• I OI= 4 V.R. - VALLEY RAFTER W.H. - WATER HEATER W.M. - WASHING MACHINE DO NOT 50ALE PRINT5 01 ARCHITECTURE, PLLC PH: 651.816.5518 FAX: 651.475.2150 O O 0 O O O E: D5TE15EL@0PT0NLINE.NET YgM.D I ESELARGH I TEGTURE.VPYVEB.GOM 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 O O PROJECT TITLE: REPLACEMENT REPLACEMENT REPLACEMENT ADDITION 4 INTERIOR ALTERATIONS 0 0 zz ua r-----------7 w LU Q PROJECT LOCATION: w ST ROAD w I i w 1165 AE � I I � , O ; ; O GUTGHOOUE, NY 1155 I I I I LIVING ROOM I I I ( REPLAGEMENT I 1 I7ESl�NER: LOY OE51 O NOROUF I I I I I I I i i i t I I I I 151 LAFAY TT 5T., .2ND. FL., i 1 1 I I I I I I I I I I I 1 1 I I I 1 1 I I I I I I 1 1 I I 1 1 I I 11 I I I I W 1 1 1 1 1 I I 1 1 1 1 I I NEW YORK NY 10015 I I I I I L-----------J 11 f I I I 1 1 f I I I I I I 1 1 I I 1 I I I I I I 1 11 /5 LOb I�/ Y®H I 1 1 I I i I DI�ING I I I I , , I I I I I I I 1 1 � 1 1 I I I I I I I 11 --r—r— I I I DEN hilt) 945-5552 I 1 1 I I 1 1 I � REA ''�'` I I I 1 1 I I I I I I I I I = BEAL ANP BIONATURE: 1 1 I I I 1 I I I I I I � I I fre I 1 1 I I I I - - I I � I I 1 �----------- I I I 1 I I I I I I I 1 f__ I I I I 1 I I 1 I 1 I I 1 I I I \\\ 0 AR -1---------1-.� r-----�-'�----------f--i-r \C\ �_J `J 1 1 I i \\ I I ✓ Q` . ST-- ST J /------------ �\\ / I f ,\ '1 (NEN LAYOUT B CABINETRY) — / �--------------------- f 3�ti L-----L -T------�„ f--j l l 13�A33 \ Iti.'' 11 Q. \rF �- '----'--__ `' F_.N ----"-- ..,...., I III -- 11 NOTE: BY INCLUSION OF THIS NOTE, THE ONNER HAS _____________________-rF BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION I 1 Irw2eDEMOLITIONWOR 210-2 RESPONSIBILITY TB�AIN A BUI DING PERRK, IT 5HALL 13E THEM FROM I I WNERS 1 i I1t____________________________________ — 1 THE GOVERNING BUILDING DEPARTMENT. THE ARGHITEGT DOE5 NOT REGOMMEND AND DOE5 NOT GUARANTEE THAT SOLELY BY THE PREPARATION OF THESE PLANS SHALL GON5TRUGTION OGGUR Issues and Revisions Date Issues and Revisions 7/20/17 EXISTING GONDITIONS 8!7/17 PRELIMINARY DE516N MOT FOR GONSTRUGTIOW 8/'9/17 PRELIMINARY DE51ON 9/14/17 CLIENT REVIEW (NOT FOR GON5TRUGTIOIW Project No. 1"7-115 PREPARED EXCLUSIVELY FOR Sr—TM #: EXISTING FIRST FLOOR PLAN KITH FROFOSEI�) DEMOLITION NORK SCALE: 1/4"= 1'-0" C� Scale: AS NOTED Drawn By: DL5 Date: '1/10/17 Proj. North PAS. 2 OI= 4 DO NOT 50ALE PRINT5 ARCHITECTURE, F'LLG PH: 631.816.5518 PAX: 631.415.2150 I � E: D5TE15EL®0PT0NLINE.NET II I� INM.DIESELARGHI TEGTURE.VPWEB.GOM II 11 I 11 1 i 1101 WAVERLY AVE., HOLTSVILLE, NY II'142 BEDROOM BEDROOM BEDROOM II AlA II I � •, � PROJECT TITLE: I I ADP I T I ON I$ r---------- --- -- - - -- 1 , 11 I I INTERIOR ALTERAT I ON5 ------- ` --U1i-- --/�--- ------;TT-------,--� --- � A�t2== \`\\ :;;�// — -- i i �T 1 I L PROJECT LOCATION: 5 W5T ROAD i y GUTGHOC UE, NY 11X55 OPEN,/t0 BE1�'4W F\ -------------------- z ---------- ------ - ------------- -----�--------- -- - J LOY DE516NOROUP \ -}- 151 LAPAYETTE 5T., 2ND. PL., NEVI YORK, NY 10013 __�, LOU15 YOH -- ----------------, MA5TER Ih ------ BEDROOM , I oil ------ 1 1 �-�11 1 1 ------------ I L___J ,I _ I o SEAL AND 51 C NATURE: II „ I II I Ii i ED ARC�`� T � I U k ;' .`�� U° p > " y c11 1111.) i W-5" 030A3�' ATF 01= N��C?, j NOTE: BY INCLU51ON OF THI5 NOTE, THE OWNER HA5 — — ——— — — — — — ——— — — — — —------------------------------------------------------------------------------------------------------- — — ———— — — — — ———— — — — — BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION AND/OR DEMOLITION HORK, IT SHALL BE THE OWNER'S ---- RE5PON51113ILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE ARGHITEGT DOE5 NOT REGOMMEND AND DOES NOT GUARANTEE THAT 50LELY BY THE PREPARATION OF THESE PLAN5 5HALL GON5TRUGTION OGGUR. Issues and Revisions Date Issues and Revisions '7/20/17 EXISTING GONDITION5 8/'7/1'7 PRELIMINARY DESIGN MOT FOR CONSTRUCTION) 8/q/1'7 PRELIMINARY DE516N q/14/1'7 CLIENT REVIEH (NOT FOR GON5TRUCTION) Project No. 1"1-115 PREPARED EXCLUSIVELY FOR SCTM #: EXIEO")TINO SEC.ONE1 l FLOOR PLAN NITH PROPOSED DEMO,L I TI Oil NOR< SCALE: 1/4"= 1'-0" Scale: A5 NOTED Drawn By: PLS Date: �A Proj. North O� 4 DO NOT 50ALE PRINTS ARCHITECTURE, PLLO PH: 631.816.5518 PAX: 651.413.2x50 E: V5TE15EL®0PT0NLINE.NET ".D I ESE LARCH I TECTURE.VPINEB.COM 1101 NAVERLY AVE., HOLTSVILLE, NY 11142 PROJECT TITLE: ADDITION $ INTERIOR ALTRATION5 PROJECT LOCATION: 1W AE5T ROAD, OUTOH06UE, NY 11i135 DESI�NER ;' LOY DE51 C NOROUP ,.----------- --------- ISI LAFAYETTE 5T., 2ND. FL., NEA YORK, NY I0015 LOU15 YOH 1 7—Ji BEAL AND s I ONATURE: Pio r� ---------------------------------------------------------------------------------- --------------------------- 0 S 03043 F N� NOTE: BY INCLU51ON OF TH15 NOTE, THE OHNER HA5 BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER'S ---- RE5PON515ILITY TO OBTAIN A BUILDING PERMIT FROM THE 6OVERNIN6 BUILDING DEPARTMENT. THE ARGHITEGT DOE5 NOT RECOMMEND AND DOES NOT 6UARANTEE THAT 50LELY BY THE PREPARATION OF THE5E PLAN5 SHALL GON5TRUGTION OGGUR. Issues and Revisions Date Issues and Revisions ?/20/17 EXISTING GONDITION5 8/7/17 PRELIMINARY DESIGN MOT FOR CON5TRUCTION) 8/9/17 PRELIMINARY DESIGN q/14/17 CLIENT REVIEW (NOT FOR GON5TRUGTIOW Project No. 11-115 PREPARED EXCLUSIVELY FOR SGTM #: X 15T I N ROOF FLAN NITH FROi'05ED DEMOLITION NORK Scale: AS NOTED Drawn By: DL5 Date: Proj. North PWS 4 O� 4 DO NOT 50ALE PR I NT5 l ��v (51 MPSOIN STRONG-TIE G520) REFER TO NA I L I N6 THE PROP05ED WORK DEPIGTED IN TH15ii � 2015SCHEDULE, WFGSHEET M, TABLE13.1 I SET OF PLANS WA5 DESIGNED TO MEET C�i�,4DE a-I-2olw'��°��2�Y oS�T�t 30►�5 l�l,�(L.11�1C� SGf-��DUL� THE REQUIREMENT5 OF: MEMBER ALLOWABLE 2015 WFGM TABLE 5.1, 140 MPH, EXP05URE B �b • 2015 WOOD FRAME GONBTRUGTION DARK BROWN LOAM (OL) �,F-�� STRUCTURAL AV N6 SLOPES THAN DEFLECTION MANUAL FOR 1 4 2 FAMILY # of DWELLING5 FROM THE AMERIGAN I.O' TO RAIFTHTER°s FINISHED GEILIN6 ATTACHED L/ISD Jo1Nr DESCRIPTION # NOF AILS COMMON NBOX AILS NAIL SPACING IWTERIOR HALLS AND PARTITIONS IE' � 00 FORE5T AND PAPER GOMPANY. BROWN GLAYEY SAND (5G) ooRs ROOF FRAMING • 2015 INTERNATIONAL RE51DENTIAL ANILINES WITH BRITTLE FINISHES PLASTER L/360 AND STUCCO (WFGM TABLES 3.4A) ARCHITECTURE PLLG BUILDING GODS WITH THE NEW YORK 4.O t G 6. T X B 5 5 6 D. O TER TO TOP PLATE TOE-N ED I6 O.G. ALL OTHER STRUGTURAL MEMBERS L 240 _NAILEp) -8 -loci R TER STATE 2016 UNIFORM BUILDING _ CODE 5UPPLEMENT5. EXTERIOR WALLS- WIND LOADS PLASTERTER PH: 631.816.5518 (� GATH'L GLGS.) OR STUCCO FINISH H/360 FACE NAILED) GEILIN6 JOIST LAPS OVER PARTITIONS FAGE NAILED (WFGM TABLE: 5.C[A) LSU26-(2x6), • 2016 SUPPLEMENT TO THE NY5 PALE BROWN FINE 5AND (5P) EXTERIOR WALL5-WIND LOADS WITH 85:12 16" O.G. ROOF SPAN = 31' EACH LAP FAX 651.4'15.2150 L55U28(2x8,2x10 ENERGY GONSERYATION OTHER BRITTLE FINISHES H/240 15,12 I6" O.G. RODF SPAN = 13' 2x12 RAFTERS) L55U210-2 I EXTERIOR WALLS-WIND LOADS WITH H/120 E: D5TE15EL®OPTONLINE.NET (51MPSON STRONG-TIE H2O) CON5TRUGTION CODE. 13 6 FLEXIBLE FINISHES LINTELS SUPPORTING MASONRY I I • TOWN OF 50UTHOLD ZONING - L/boo COLLAR TIE TO RAFTER (FAGE-NAILED) (WFGM TABLE: A-3.6) WWW.DIESELARGHI'IFGTURE.YPWEB.GOM RAFTER TIE � STRAi� G DST L5 VENEER WALLS GON5TRUGTION GODE5. L = SPAN LENGTH, H = SPAN HE16HT I. INSTALL STRAP:3 0 16" O.G. OR COLLAR TIES ® 16" O.G IN UPPER THIRD OF ATTIC WATER IN PALE BROWN FINE PRESCRIPTIVE ALTERNATIVE TO TABLE 3b) 8512 I6" O.G. ROOF SPAN = 31' EACH END OF 2. IF STRAPPING IS INSTALLED OVER SHEATHING USE IOd NAILS AS / NAILING SCHEDULE SAND (BP) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I I/4" STRAP 1101 WAVERI.Y AVE., HOLTSVILLE, NY II'142 r t 2015 IRC, 4 2016 N.Y.S. CODE TABLE R301.5 USE LIVE DEAD BOG 6 TO R TO - D RIM RD O RAF -NAILED) -I H N REFER LE NAILING 2-I6d COMMON NOTE: WATER ENGOUNTERED 13.6' BELOW 5URFAGE ATTICS WITHO TOT GRACE # PRO SCHEDULE THIS SHEET NAILS @ 10" O.G. 0 10# WALL FRAMING JEGT TITLE:: VERTICALLY TTG T D ST p p TOP PLATE TO TOP PLATE FAGE-NAILED 2-I6d 2-I6d PER FOOT �p EXTERIOR BALCONIES 8 DECKS 40# Ip# /� }� \` \� N.T.S FIRE ESCAPES 40## N/^ - _ - - EACH 51DE l"tl./�I TI®N UT ® TE:ST SOLE: H ^DER TO HEADER FAGE-N D I6d I d Ib O.G. ONG D6 S / 'ENGTH STUDS/ P05T GUARD IN-FILLCOMPONENTS # INTERIORALTERATION � (BIMPSON TEST HOLE BY MGDONALD 6EOBGIENGE, PASSENGER VEHICLE GARAGES 50# A a � Imo_ STRONG-TIE G520) HDU5-5052.5 HOLD DATED: 4/28/2OI6 # # TOP OR BOTTOM PLATE TO STUD (END-NAILED) (TABLE 3.5A) e• Mi . DOWN ANGHOR5 BY SLEEPING ROOMS 30# 10# 16" O.G. WALL HEIGHT OF 8 FT. UP TO 20 FT. 2-I6d 2-40d PER STUD TO PL TE CD 'SIMPSON' STAIRS 40# WA SOTTO TO 00 O BT, B D ST, ✓/ p 1^1P`�'1, THROUGH BOLT (2) 5/8" END JOIST OR BLOCKING (FACE-NAILED) 2-I6dI 2-I6dl'2 PER FOOT N s� MINIMUM SPEGIFIE:2 GOMPRE551YE MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER 5.F. of 9 d fi D I AM. MACHINE BOLTS W HORIZ. PROJECTION FLOOR FRAMINE' CLEAR � 1/2 WASHERS STRE:N6TH 0I= GONGRETE JOIST TO SILL TOP PLATE OR 61RDER TOE-NAILED 4-8d 4-I0d PER JOIST SP'A`N WASHER 4 NUT 2015 IRC 3 2016 N.Y.S. CODE TABLE' 8402.2 TRIBUTARY LOADED AREA IN 5F. D 16 O OE-NAI -8d 2-10d EACH ND PROJECT LOCATION: TYPE OR LOCATIONS OF MMIMIM SPECIFIED GahPR15EiNE FOR ANY 5TRIIGTURAI" BOG I G TO S L OR TOP P TOE- D - 2-121 f,4r_J:I END -b G BOG w C� a FROM THREADED ROD C*U;E E C 6TIMT10N ROOF SLOPE 0-200 201{600 OyER 600 LEDGER STRIP TO BEAM FAGE-NAILED -I6d 4-I6 EACH J IS 1165 r '�'✓T I�®�D, / I FROM TOP TO BOTT. WEAT}�IN6 �- FLAT OR RISE LE55 THAN JOIST ON LEDOER To REAM (ME-NAILED) 3-ad 3-10d PER 12151 HOLD-DOWNS 4" PER FT. (1:3) 20 16 12BAND J015T GUTGH06UE, NY 11135 (I) BOTTOM PLATES r DIST T OR OP A (TOE-NAILE -I6 -lbd R O FOUNDATIONS AND OTHER 12" I FLOOR/ RIM JOIST TO THE WEACONCRETE THER 05ED 25006 LE55 THAN 12" PER FT (1:1) I6 14 12 ROOF SHEATHING 7" MIN. OT8 Provide I BA5EMENT 5LA55 AND RISE 12" PER FT. (I:I) WOOD STRUCTURAL PANELS ® 161- O.G. (WFGM TABLE: 3.10) min end INTERIOR SLABS ON AND C�FATER 12 12 12PERIMFMR EDOE ZONE 61, D6 dfsi Once GRADE,EXCEPT GARAGE INTERIOR ZONEad lod ® FLOOR 5LA65 2500G ROOF SHALL BE DESIGNED FOR THE LIVE LOAD GABLE END WALL RAKE UP TO IFT OV4J I OC- ad D INDICATED IN TABLE R301b OR THE SNOW ERHANG LOAD p 6O Bp ARD 5TG lod 6 O.G. DES I6 HER: INDICATED IN TABLE R301.2(I), WHICHEVER 15 GREATER. 1x6 OR Ix8 (2) TOP PLATES BASEMENT WALLS, IAO OR WIDER 2-Bd 2-IOd PER SUPPORT Equal number of ® FOUNDATION5 WALLS, GY DES I�N�R®UP a , EXTERIOR WALLS AND 3,000d PREESUMPTIVE LOAD-BE:ARIN6 3-Sd 3_10d PER SUPPORT Specified nails STUDS/ POST ONGRE�TIIC L VALUES 0f END. MATERIALS I 5 I L�t�AYETTE ST., 2ND. In each end THE 2015 IRC A 2016 N.YS. CORP TABLE 8401.4.1 6YPBUM WALL BoARD TE VMGEILIN6 SHEATHING SIMP50N 5TRON6-TIE HDU5-5252.5 WEAK TO � �PRE551a�E 5d GOOLERS 5d GOOLER 7" EDGE/ 10" FIELD NEW YORK, NY 10015 I. INSTALL STRAPPING 16 O.G. 1. (1) STRAP ON EACH WALL STUD, TIE BETWEEN FLOORS QLASS OF MATERK WALL SHEATT-IIN6 WRAP UNDER SILL PLATE PORCHES,CARPORT (WFGM TABLE 3.11) LOUIS Y® 2. FLOOR JOISTS MUST ALIGN W/ STUDS AND UP ON INSIDE FACE OF SILL SLABS AND STEPS CRYSTALLINE B 000 BEDROCK 12, WOOD STRUCTURAL PANELS EXP05ED TO THE d,e,f M11) 1_2. INSTALL MIN. I/2" ANCHOR BOLTS - FATHER,AND GARAGE 3500 SEDIMENTARY AND 4p00 INTER OR ZONE ✓ "I FLOOR 5LA55 FOLIATED ROCKSTRUCTURAL FIE3�gf3oAgp PANELS d GD 2 D SPACING AS PER TABLE 3.2B, THIS SHEET 4 12 FROM ALL CORNERS 4 EACH SIDE 5ANDY GRAVEL AND/OR GRAVEL 3,000 1/2" 6A• 6 tROOPINC7 DD OF SILL SPLICE, UTILIZING 3-I/2"'sq. (6W AND 6P) ;(.12"x 1.5" L x 7/Ib" HEAD) REAL AND SICN,4TURE: ° WASHERS BOLTED DOWN a 25/32" 6A. 6 V. ROO N6 NL EDGE b FIELD m SEE T B L AT OL DAYS P51. (.12"x 1.75" L x 3/8" HEAD) _ b SAND,SILTY SAND,CLAYEY 2poo ° SEE TABLE RBOI2(I)FOR WEATI1Ns POTBdfIAL SAND{,51LTY 6RAVEL AND 6 P RD �E A R y `GONGRETE IN THESE LOGATIONS TNAT 15 511B,FGT To FREEZIN6 AND THAt•AN5 DURIN6� �'L'AYtT 6RAVEL RDBO RD TABLE AND�� P RTIG EBOARD P ELS ad Iod 6 EDGE 12 FIELD STFj FO ° NAILED GONSTRUGTION%HAL.BE AIR-B�fRAIf�CONCRETE IN ACCORDANCE NITH FOOTNOTE d. (5K SP, 8 SEE MANUFACTURER �',C?0 c° m PORTION °CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR GONTEW(PERCENT BY vain of D GO BOARD E T G ! IXSd NI ) 12" MIN. CLAY,SANDY CLAY,SILTY I�00 b oG e oNGRETE) NOT L�5 THAN s P>BtcelT MORE THAN 7 CLAY,CLAYEY SILT,SILT I xb R Ix8 2-8d 2-10d PER SUPPORT SEE SEcnoN R4022 FOR MAXIMJM GEMENilnous MATERIALS coNTeNr. AND SANDY SILT IxlO OR WIDER (GL,ML,MH AND GH) 3-8d 3-I0d PER SUPPORT ° FOR 6ARA6E FLOORS NITH A STEEL TROWELED FINISH,REDUCTION OF 11-E TOTAL AIR CONTENT PEGENT BY VOLUME OF CONGREIE)To NOT LESS TNAN 3 PERCENT E FLOOR SHEATHING m° PERMITTED IF THE 5PEGIFIID CArPRE551VE STRENGTH OF THEIN CONCRETE 15 INGREASF� a.W�2E SOIL TESTS ARE REQUIRED BY SECTION 8401.4,1HE ALLOWABLE BEARING TO NOT LESS THAN 4,000 PSI. CAPACITIES of THE Soil SHALL BE PART 0-F THE RECOMMEND OILS . WOOD STRUGTURAL PANELS 03043 w`y0 f b,WHERE THE BUILDING OFFICIAL DETfftMINES THAT INfLAGf SOILS WITH AN Al1.OWABIF �� TAI•LOCWAABLLEE I13FARIRIN6�GA�fTY�SHALLL 1 EDDELil DETERMINED BY A AT D6 2 D fi O F NE VARIES EDG 2 ELD y�TURN m' GREATER THAN I" IOd 16d blj DIAGONAL BOARD SHEATHING STRPUPLIFT STRAP CONNECTION REGIUIRETIENTS PER SUPPORT NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HA5 UNDE ��HL�- (NUMBER OF NAILS REQUIRED 0 EACH END OF I-1/4" x 20 GAGE STRAP) - PER 5U BEEN ADVISED THAT PRIOR TO ANY CONSTRUCT PPORT ION ROOF - TO - WALL, WALL - TO - WALL, AND/CSR DEMOLITION WORK, IT SHALL BE THE OWNER'S WALL - TO -FOUNDATION (140 MPH) (WFGM201 rJ TABLE -3.4) I. NAILING RELJt11R88dT5 ARE BASED ON WALLSFEATHIN6 NAILED 6'O.C.AT THE PANH EDGE. ALTERNATIVE NAILINB SCHEWLE5 SNALL BE USED HERE WALL RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM SHEATHING NAILING 5 REDUGW. FOR EXAMPLE,IF WALL.%EATHINs IS NAILED 3'O G.AT TIf PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) FOR STWURAL MEMBERS SHAL_BE DOUBLED,OR ALTERNATE CONIEcTOR5 SHAH BE ISM To MAINTAIN THE LoAD PATH. THE GOVERNING BUILDING DEPARTMENT. THE 85:12 ib" O.G. ROOF SPAN = 31' - - EACH END OF EACH " "I°i L 'TM °`'� coM�cT� TABULATED of '�SHALL.IBE PERMITTED TO BE REDZED To 1-I6d NAIL PER Faar ARGHIITEGT DOES NOT RECOMMEND AND DOES NOT gI " ROOF SPAN _ - - 114"x20 6AGE STRAP ALL INFORMATION WAS TAKEN FROM THE 2015 WFGM FOR ONE-AND TWO-FAMILY DWELLIN65 6UAR,ANTEE THAT 50LELY BY THE PREPARATION OF THE5E PLANS SHALL GON5TRUGTION OGGUR CLIMATIC AND 6E=06 RAPH I G DE=S 1 C N GRIT-ER I A Issues .and Revisions 2015 NYS. CODE TABLE 8301.20) WIND DE51ON Date Issues and Revisions W //�� I �I /� I c ROUND SEISMIC SUBJECT TO DAMAGE FROM WIN-TER ICE BARRIE FLOOD AIR MEAN l-tLL. OLD'-DOWN D Tl�(LJ SNOW DESIGN DE51ON UNDERLAY- HAZARDS FREEZING ANNUAL /20/IT EXISTING CONDITIONS LOAD WIND- GATEGORY WEATHERING FR05TLINE TERMITE TEMP LL 5TRAPSPECIAL BORNE DEPTH MENT INDEX TEMP REQUIRED APIN6 MAY &O-OVER, WHEN IOd NAILS USED SPEED TOPOGRAPHIC WIND DEBRIS E3/7/17 PRELIMINARY DESIGN (mph) EFFECTS REGION ZONE (NOT FOR GON5TRUGTION) 20# 140 REFER To NO ZONE I B SEVERE 31-pll MOD. T 150 YES REFER TO 1500 OR REFER TO /g/17 PRELIMINARY DESIGN LOCAL HEAVY LOCAL LE55 LOCAL 2- 6d COMMON THE PROPOSED ADDITION CONTINUES THE EXISTING JURISDICTION NAILS � 10" O.G. AS PER RI5DIGTION JUR15DICTIO gl/14/17 CLIENT REVIEW VERTICALLY LOAD PATH. REFER TO LOAD PATH DIAGRAM N.Y.S. GODS AS PER AS PER CD AND STRAPPING REQUIREMENTS, SHEET A-I. N.Y.5. CODE N.Y.5. CODE (NOT FOR GONSTRUGTION) 1/2/18 PERMIT SET STUDS/ P05T WFGM 2015 TABLE 3.25 HDU5-5052.5 HOLD BOTTOM PLATE TO FOUNDATION GONNECT ION5 (ANGHOR BOLTS) RE515TI NG LATERAL BUILDING DEPARTMENT GOMMENT5• DOWN ANCHORS BY AND SHEAR LOAD5 FROM WIND, (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) CP 'SIMPSON' ENS y�p,LL \I Project No. 17-115 S THROUGH BOLT (2) 5/8" 41#/FT 41#/FT FOR EXP05URE5 B 4 G AND ALL WIND SPEEDS /d� DI.AM. MACHINE BOLTS 12�� 9 W 1/2" WASHERS 20#/FT HITHANCHOR BOLT DIAMETER (IN) MAXIMUM ANCHOR BOLT SPAGING (IN) PREPARED EXCLUSIVELY FOR SCTM #: WASHER $ NUT 30#/FT WITH STO TRADE ROOF 1/2" t� � i 31 O.G. 1000-I 10-7-2 5/8" THREADED ROD E 5/8" 48" O.G. ANCHOR BOLT 'SSTB' I.PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN'TABLE 32 Scale: AS NOTED .WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL 4 SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER (1) BOTTOM PLATES THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 3,.26)OR LATERAL d SHEAR LOADS (TABLE 3.213). FOR OTHER ANCHOR BOLT LIMITATIONS SET= GTION 32.1.7 AND 32.2.3. TABULATED ANCHOR BOLT 51FACIN65 FOR SHEAR LOADS A55UME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.42. FOR OTHER WALL Drawn By: DLS FLOOR/ RIM JOIST THIN&TYPES THE TABULATED ANCHOR BOLT 5PAGIN66 SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADiuSTMENT FACTOR IN TABLE 3.IlD, 40#/FT 40#/FT ILECOND 1 FL. IN NO CASE SHALL ANCHOR BOLT 5PACIN&S EXCEED 6FT ON CENTER.LATERAL CONNECTIONS SHALL BE DESIGNED To RESIST THE LOADS IN TABLE 5.5. � I t � WFGM 2015 TABLE 3.2G Date: 7/10/1'7 I f 51 LL OR BOTTOM PLATE TO FND. GONNEGTI ONS (ANCHOR BOLTS) RE51 STI NG UPLIFT I ', • (2) SILL PLATES LOADS FROM WIND, (PRE5GRI PTI VE ALTERNATIVE TO TABLE 3.2) EXPOSURE $ • 50#/FT 50#/FT FIRST FL. 700 - YR. WIND SPEED 3-SEGONp 6U5T(MPH) 110 115 120 130 140 150 160 170 180 Iq5 PLATE FOUNDATION MAXIMUM BOLT SPAGIN6 ON) 1,2 i SIZE SUPPORTTN6 i '• ' 8 FT. ND ZONES SILL OR BOTTOM 2x4 I-3 STORIES 72 71 57 43 35 30 27 24 22 20 A � S I MPSON STRONG-'TIE: HDUS-SD52.5 PLATE To FNp• IF CONNECTION BOLT INTERN R ZONES Proj. North DWG. ALLOWABLE TENSION LOAD= 5,645# DF/BP GONNEGTION I-3 STORIES 72 72 66 50 41 35 31 28 26 23 RE515TIN6: HOLD DONN CONNECTION ON LOAD PATH D I AORAM UPLIFT LOADS 8 FT. ND ZONES 2x6 I-3 STORIES 72 72 68 51 42 36 32 20- 26 23 PC NOT SCALE PRINTS ® ALL GORNE:RB �`� ANY BREAK IN WALL SCALE: N.T.S. '�, INTERN R ZONES GREATER THAN 4'-O" 1-3 STORIES 72 1 12 1 72 60 I 4q 42 1 37 1 34 31 27 DEMOLITION NOTES I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, GG SHALL VERIFY ALL EXI5TIN6 GONDITION5 ARCHITECTURE, PLLC AND REPORT ANY 015GREPANGY (FROM GONDITION5 AND DIMEN51ON5 INDICATED) ON THE5E DRAWINGS TO THE ARCHITECT IMMEDIATELY. 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, GC 15 TO COORDINATE THE REMOVAL OF ANY PH: 631.816.5518 AND ALL PLUMBING, ELECTRICAL, MECHANICAL AND/OR ARCHITECTURAL ITEMS INCLUDING WALL PARTITION5 IN CONFORMANCE WITH THE5E PLAN5. FAX: 651.415.2x50 3. ELECTRICAL FIXTURES, OUTLETS, JUNCTION BOXES, CONDUIT PIPING, PANEL5, TRAN5FORMER5, ETC. ARE E: DSTEISEL�OPTONLINE.NET TO BE 015GONNEGTED AND/OR REMOVED A5 APPLICABLE TO NEW FLOOR PLAN A5 NOTED. ' 4. REMOVAL OF GON5TRUCTION DEBRIS 15 THE RE5PON51BILITY OF THE GENERAL CONTRACTOR. 5. GC TO DEMON5TRATE AND COORDINATE WITH ALL TRAFFIC 5AFETY PRAGTIGE5 AGGORDING TO STATE WWW.DIESELARGHITEGTURE.VPWEB.GOM AND TOWN ORDINANGE5 AND IN COMPLIANCE WITH IN5URAN6E RE5TRIGTION5 AND/OR REGULATIONS. b. DEMOLISH AND REMOVE FROM THE PREM15E5 IN A MANNER AGGEPTA13LE TO ALL JW1501GTIONAL 1 I AGENGIE5, AND TO THE APPROVAL OF THE OWNER AND AR(HITEGT 50 INDICATED OR REQUIRED BY THE 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 WORK OF THE CONTRACT DOGUMENT5, OR A5 MAY BE DIRECTED IN THE FIELD BY THE OWNER. 1. EXI5TIN6 FIXTURE5, HARDWARE, PARTITION5, ETC. SHALL BE REMOVED A5 NOTED. 5. EXI5TING LIGHTING TO BE REMOVED, INGLU51VE OF WIRING BACK TO 015TRIBUTION PANEL. PROJECT TITLE: Q. ALL REMOVAL WORK DEBRI5 SHALL BE REMOVED AT LEAST ONCE PER DAY OR A5 REQUIRED TO r------------------------------------------------------ I MAINTAIN SAFE WORKING GONDITION5. VERIFY METHOD AND LOCATION OF REMOVAL WITH OWNER. 10. ALL ABANDONED ITEM5- EQUIPMENT, WIRING, PLUMBING, BLOGKING, ETC. NEEDS TO BE COMPLETELY ADDITION 4 i---------------------- ----------------------� i i REMOVED FROM THE 5PAGE. 11. NO CHANGE ORDER5 OR EXTRAS 5HALL BE ALLOWED DUE TO THE 67G'5 LACK OF A 51TE V151T. INTERIOR ALTERATIONS 12. AT COMPLETION OF DEMOLITION WORK, GG 15 TO MEASURE THE 5PAGE AND REPORT ANY 1?15GREPANGIE5 TO THE AR(HIT•EGT. I ; 13. WHERE EXI5TIN6 WALL5 ARE INDICATED TO BE REMOVED, CONTRACTOR 15 TO PATCH EX15T. FLOOR, ADJACENT WALLS 4 GEILING FIN15HE5 A5 REG-0. (TYP) 14. 6.G. TO EURN 15H � I N5TALL TEMPORARY BRAG I NC � 5HOR I NC PRIOR TO THE REMOVAL OF ANY 5TRUGTURAL ELEMENT5, TYPIGAL. PROJECT LOCATION: I 1165 WEST ROAD, CUTCHOCUE, NY 11 35 EXIST. TRUE 24 F.J. ® 16" O.G. i WASTE I ----------------- I7E S I C NER: ---------------------- ---------------------- _ ----- LOY DSS I GNC ROUE ----------------------------- ----------------- L-- EXI5TIN6 r-;-- UNFINISHED I 1511 LAPA)'ETTE ST., 2ND. r-L., EXIST. TRUE 2xb EX15T. TRUE 2xb i i NEW YORK NY 10013 r------ 1 F.J. ® Ib" ac. I I BASEMENT I F.J. ® lb" O.G. 1 MEGH. AREA I �— ; ; I --, LOU 15 `I'OH L___ - ' I ABBREVIATIONS M 11) x43-3552 iz r---------- ------------� �. o MEDIA ROOM L______, i i - A.F.F. - ABOVE FINISH FLOGR O.G. - ON CENTER SEAL AND SIC NATURE: L------------ ' I I - A.P.B. - ANTHONY POWER BEAM 05.B. - ORIENTED 5TRAND BOARD B.P. - BEAM POCKET P.T. - PRE55URE TREATED ------ i I i i I G.J. - GEILING J015T5 REF. - REFRIGERATOR p.�B RC/y/ r____________________� I `f' I 1 i}�--- N I i G.M. - CARBON MONOXIDE R.O. - ROUGH OPENING 0TE�SR O ------------------- R/0 ROOFED OVER r------------- - ti i I G.T. -DGOLLAR TIES �- - -- -- - -- -� DN. - OWN R.R. - ROOF RAFTER5 a 1 ; i__________________________________ DP. - DEEP R/R - REMOVE # REPLACE ,...'� € IUi� 128 D.H. - DOUBLE HUNG T.O.W. - TOP OF WALL l�P 7RI x ._o I I , I 0X15♦) Fes- ® �? I(EXISTJ :-' li I ; D.J. - DECK J015T5 TYP. - TYPICAL q 0333 LUQ' T: i `t' i I I i - '��i �� r i I D.W. - 015HWA5HER U.O.N.- UNLE55 OTHERWISE NOTED L- - - -.l X 1L I I J �. i ,�.. I ' TF O F to -- -- - - EXIST. - EXISTING V.I.F. - VERIFY IN FIELD 1 I EX15T. KATER G,� 1 I I �_`�,/ I `� ,� -------____-� ' E.P.- ELECTRICAL PANEL Y.P. - VALLEY PLATE L--------------------� �- ---- ------------------------------------- ------------------------------------------------J --- -- --------- I NOTE: BY INCLUSION OF THIS NOTE THE OWNER HAS F.D.- FLOOR DRAIN V.R. - VALLEY RAFTER ' FL. _ FLUSH W.H. - HATER HEATER BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION ---------------------------------------------------------------J L---------------------------------------_J FP5G - FIRE PROOF 5ELF GLO5ING W.M. - WASHING MACHINE AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S L----------------------------------------- GALV.- GALVANIZED RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM GYP. BD. - GYPSUM BOARD THE 16OVERNING BUILDING DEPARTMENT. THE H.R. - HIP RAFTER ARGIHITEGT DOE5 NOT RECOMMEND AND DOES NOT IN5UL. - IN5ULATION GUARANTEE THAT 50LELY BY THE PREPARATION OF L.V.L - LAMINATED VENEER LUMBER THESE PLAN5 SHALL GON5TRUGTION OCCUR. MIN. - MINIMUM MNFR. - MANUFACTURER'S Issues; and Revisions M.O. - MA50NRY OPENING Date Issues and Revisions �I 7/20/17 EX15TINO CONDITIONS &/`/17 PRELIMINARY DESIGN (NOT FOR GON5TRUGTION) r---------i 8/q/17 PRELIMINARY DE51ON EXISTING FOUNDATION 0 i AND FOOTING ---------� q/14/17 CLIENT REVIEW r---------i NEW DOOR (NOT FOR CON5TRUGTION) 0 i NEW FOUNDATION AND FOOTINGQDOOR SIZE -------_-A 1/2/18 PERMIT SET 0 EXI5TIN6 WOOD FRAME WALL `�. SMOKE DETECTOR ® NEW WOOD FRAME WALL Project No. EXIST. WALL TO BE REMOVED CARBON MONOXIDE L__--_-_J G.M. DETECTOR � PREPARED EXCLUSIVELY FOR SCTM #: EX1z;)T1N5 CELLAR/FOUNDATION PLAN NITH FROPOSED DEMOLITION NOR< %'' �I EXISTING DOOR 0 HOLD DOWN WALL 1000-1 10-1-:2 TO BE REMOVED GONNEGTOR5 ® GORNER5, TYP.- REFER TO DETAIL, 5GA1_E: 1/4"= 1'-0" SHEET A-I. Scale:. AS NOTED EXISTING DOOR ® 4x4 5TRUGTURAL P05T N.O.N) •`® LOAD BEARING WALL i i Drawn By: DLS (LOAD BEARING WALL5 SHALL HAVE SOLID BLOCKING PLACED I 0 I NEW 4" DIAM. SGHED. 40 BETWEEN STUDS ® 4'-0" O.G. i I STEEL PIPE COLUMN W/ 1/2" L_ ______J THICK TOP 4 BOTTOM STEEL Date: VERTIGALLY). - BEARING PLATES. BEARING PLATES SHALL BE DRILLED IN (4) LOGATIONS TO 2X6 R.R. FRAMING NOTATION REGEIVE BOLTS TO BEAMS ® 16,O.G. AND FOOTINGS. BEARING PLATES SHALL BE GONTINUOU5LY WELDED TO A — SEGTION MARK GOLUMN. REFER TO PLANS a-I FOR FOOTING SIZES. JI JOIST HANGER TAG. REFER Proj. North PAS. 2 0P 11 50 GFM MIN. EXHAUST TO JOIST HANGER VENT TO EXTERIOR SGHEDULE, SHEET A-3. AS PER NYS CODE DO NOT SCALE PRINTS SECTION 8303.3 (U.O.N) ARCHITECTURE, PLLG REMOVE ALL EX15TINO PH: 631.816.5518 GOLUMN5 PAX: 631.415.2150 E: DSTEISELOOPTONLINE.NET \ / 1 WWW.DIESELARGHITEGTURE.VPWEB.GOM 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 \\ /� PROJECT TITLE: REMOVE REMOVE- REMOVE =======_�======== ADDITION I$ INTERIOR ALTERATION5 u.. I y1ml I III \ X 111 \ W III -------------( I I OM I EX15T. I "' PROJECT LOCATION: WWIi i LIVING RM. iWWI 1165 WEST ROAD, b M (2 STORY SPACE) M IEXIST. F.J. iii I I iii EXIST.F.J. GUTGHOGUE I , NY 11X55 I I I 1 EXIST.F.J. I I EXIST. F.J. I I I I REMOVE _____ R_EMO_V_E _-__- I ► _ ____ DESIGNER: r-------- --�---------�----- (/ LOY DE51 GNGROUP I I I I I I 1 I I y I I I I I I LA��J�}`YETTE 5T., 2 �}v- ND. 1 L., I I I I I I I �.l I I I I I I I I I I I I EXIST.�.J. EXIST.2x8 F.J. TO BE RMF r) EXIST. 2X 10 F.J. NEW YORK NY 10015 ------------ 00LLLi ' DINaN6 ► a� 1 ; EOU15 YOH X15T. DEN M11) 8-45-5552 i 1 I ALL i i i i i i i << i i i i �' W �N m PLUMBING i i i i i i ��' I I 1 1 - - I SEAL AND 51 GNATURE: a� WITHIN TH15 I I 1 I I I I I I I I I '�/. I I I r________ I � � H HALL I l i i i i i i i y;'�i i��1 1 i ,.�^. ARC/. } _ STEL SHALL B ,'/ RELOCATED. 1 1 E�XISTINC_(2);212 TO B)=IEN1fJ�/ED_ �_�_ '�' ��i I '�' \� -------------- ------------r-----4----1-I1�--r-�-=-=J-=-=�-J-- -------------- JIr------1i1I11 'I1-k--\--,'-i--i-'-' ON 12R,TI,F ,_ 4- Q ---------------- IL - (EXIST.)------�JI Q3OKITCHENLJ11A . III v,' I i-;-----��y„\ r--� f n 111 I .- I �., 1 I I _ r` OF W -------------------------- r------i -I NOTE: BY INGLUSION OF THI5 NOTE, THE OWNER HA5 _ _____ __ ___1L__ BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION REMOVE i i REMOVE ; REMOVE AND/OR DEMOLITION HORK, IT 5HALL BE THE OWNER'S r------------- RE51PON51BILITY TO OBTAIN A BUILDING PERMIT FROM L____________________________________J THE GOVERNING BUILDING DEPARTMENT. THE `------------ ARGHITEGT DOE5 NOT REGOMMEND AND DOE5 NOT GUARANTEE THAT 50LELY BY THE PREPARATION OF THESE PLAN5 5HALL GON5TRUGTION OGGUR. Issuers and Revisions Date Issues and Revisions '7/20/1-7 EX15TING CONDITIONS 8/7/11 PRELIMINARY DESIGN (NOT FOR GON57RUGTION) WWII PRELIMINARY DESIGN q/14/1-7 CLIENT REVIEW (NOT FOR GON5TRUGTION) 1/2/18 PERMIT 5ET Project No. 17-115 LKISTIN5 FIRST FLOOR FLAN NITH FROFOSED D MOL_ I T I ON NOR< PREPARED EXCLUSIVELY FOR SCTM #: 1000-110-7-2 (DtGALE; 1/4"= 1'-0" Scale: AS NOTED Drawn By: DLS Date: Prod. worth DWG. 3 OP 17 DO NOT 5GALE PRINT5 ARCHITECTURE, PLLG PH: 651.816.5518 PAX: 651.415.2x50 REMOVE REMOVE REMOVE D5TE15ELOOPTONLINE.NET II II WWW.DIESELARGHITEGTURE.VPWEB.GOM II II II 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 BEDROOM BEDROOM BEDROOM II II it II 1L=J j PiZO EGT TITLE: III Ir� L , 1 III f/� / ADDITION I$ II , ` III INTERIOR ALTERATIONS r----------I I III ---------- `` --U----------Ji-- ------------ ------------------ ! \\ ------ ------TT--------I-r� ---- ---- ---- ---- \\`�\ / - -- i �r I I.. PROJECT LOCATION: -- - 1165 WEST ROAD III � \ \\ / I GUTGOCUE, N)/ 111 5 5 III \ / III OPE�I;�"0 / REMOVE ---------------- ' \` REMOVE ____ -------' 1:;)r=51 EWER: ----- -�� \\ / \ Z-----TT_-__--_--TT-----f- ____-- \ J_____11---___---11_____L LVY DE51 GN6ROUP -�- 1 5 I LAPAYETTE ST. 2ND. PL. IF— d , \ NEA 1 ORI\, NY 10013 LOU 1 S YOGI T MA5TER _ ` I BEDROOM m (111) I J ; -------' I ---- I L__ -J _-- _---____J ------------------------------------ SEAL. AND SIS NATURE: II n II II II I I �- II R Li ,- � � PE C � IE!L) \ II II II Q� ,r -------= I 1 REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE fAll E OF N� NOTE: BY INGLU510N OF THI5 NOTE, THE ONNER HA5 BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION ————————-------------------------------------------------------------------------------------------------------—————————————————— ANP/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S ----------------------------------------------------------------------------------------------------- RE5PON5IBILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE ARCHITECT DOE5 NOT REGOMMEND AND DOE5 NOT 6UAtRANTEE THAT 50LELY BY THE PREPARATION OF THESE PLAN5 SHALL GON5TRUGTION OCGUR. Issuers and Revisions Date Issues and Revisions 7/20/17 EX15TINO GONDITION5 8/7/1"7 PRELIMINARY DESIGN (NOT FOR GON5TRUGTION) 8/x/17 PRELIMINARY DESIGN Ci/14/17 CLIENT REVIEN (NOT FOR GON5TRUGTION) 1/2/18 PERMIT SET Project No. EXISTINO SEGON171 FLOOR FLAN NITH FROFOSED I7)EMOL. I T I ON NOR< PREPARED EXCLUSIVELY FOR SCT- #: 000-110-1-2 0 45GA.L.E-7/4"= 1'-0" Scale: ,45 NOTED Drawn By: PLS Date,: 'T/I O/I'7 PmJ. North DINS. 4 OP 11 DO NOT SCALE PRINTS RAFTER TO STUD MTL CONNECTOR OR AT E0M!EE2jL=l STUD TO STUD METAL GONNEGTOR,A5 CONTRACTOR SHALL EXTEND METAL STRAPPING ARCH I TECTURE, PLLC CONDITION REQUIRES UP TO 2nd FLOOR STUDS AS PER STRAPPING DETAIL GUT PLATE TIED HITN 25 GAGE STEEL ANGLE OR EQUIVALENT GRIPPLE 5TUD5 FIRI�LOGKING AROUND PIPE PH: 631.816.5518 DOUBLE TOP PLATES (5TAGGERED 24'MINS PAX: 631.415.2150 000 000 E: DSTEISELOOPTONLINE.NET WWW.D I ESELARGH I TEGTURE.VPAEB.GOM 51MP5OM H2A CLIPS FROM 11i;"HEADER R STUD TO AFTER 1101 NAVERLY AVE., HOLTSVILLE, NY 11142 51MPSON STRAPPING # C520 MIN. 12" ON STUD n UU I-I/4" 20 GA. GALV. STRAPPING PROJECT TITLE: MIN. 12" ON STUD ADDITION INTERIOR ALTERATION5 FULL LENGTH WALL STUDS HEADER STUDS NOTE: UPLIFT CONNECTION IS REQUIRED ® PROJECT LOCATION: EACH END OF HEADER 4 AT E30TTOM OF HEADER STUDS IN ADDITION TO I I�� WEST ROAD, CONNECTORS 0 WALL STUD5 8 AT TOP d BOTTOM OF CRIPPLES 8 JACKS AND KING STUDS SILL PLATE (Ti'P.)� WRAPPED UNDER CUTCH06UE, NY 11X55 FLOOR J0I5T HDU5-5D52.5 HOLD DOWN ANGHORS BY '51MP50N' WITH 5/8" THREADED ROD, WASHER 4 BOLT ` DEPS I Y C NER: (TYPIGAL AT BOTH 51DE5) LC' DEV 6N6ROUP V �� '� FRAMINO I NC � UPLIFT�T GO�IN�GT I ONS I�---------- ----------� T IC SL �(DALL 1/�1�c1...L OPEN 11�1C 5 151 L�P�YETTE ST., 2ND. �L., NEW YORK NY 10013 i OU 15 YOH M11) 843-55 2 SEAL AND 51 C NATURE: D AR y�T \� SLi TF O �I -------------------------------= �f 030 TqT� OF t4 NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION AND/OR DEMOLITION HORK, IT SHALL BE THE OWNER'S ------------------------------------------------------------------------------------------------------------- RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE ARGHIITEGT DOES NOT REGOMMEND AND DOES NOT GUARANTEE THAT 50LELY BY THE PREPARATION OF THE5E: PLAN5 SHALL GON5TRUGTION OGGUR. Issues sand Revisions Date Issues and Revisions 71/20/17 EXISTING CONDITIONS 8/7/17 PRELIMINARY DESIGN (NOT FOR CONSTRUCTION) 8/1/17 PRELIMINARY DESIGN X1/14/17 CLIENT REVIEW (NOT FOR CONSTRUCTION) 112/I8 PERMIT SET Project No. EX' 15TINO ROOF FLAN AITH PROPOSED DEMOLITION NOR< PREPARED D(CLUSIVELY FOR SCTM #: 1000-I IO—'1-2 SCALE: 1/411= Scale: AS NOTED Drawn By: PLS Date: Pro]. North DAG 5 0r- 11 DO NOT SCALE PRINTS 6.G. SHALL INSTALL MEMBRANE WATERPROOFING OVER FIBER MESH GOLD WEATHER GONGR.ETING SHALL BE IN AGGORDANGE WITH 2015 INTERNATIONAL BUILDING GODS (2016 W51GH. Iq• SECTION Ia05 AGI 30; 5EGTION 5.12 AND AGI 3068: ON THE OUTSIDE FAGE5 OF ALL FOUNDATION WALLS 4 FOOTIN65. E L THE WATERPROOFING SHALL BE APPLIED FROM GRADE TO BOTTOM G.C.TO ALIGN NEW POSTS 4 FOOTINGS WITH EXISTING COLUMNS ABOV1=,TYP. GOLD WEATHER 15 DEFINED A5 A PERIOD WHEN, FOR MORE THAN 3 GON5EGUTIVE DAYS, THE FOLLOWING OF FOOTING. REFER TO 2015 IRG 5EGTION R406 FOR AGGEPTABLE CONDITIONS EXIST: ARCHITECTURE, PLLG WATEFRPROOFIN6 4 DAMPPROOFIN6 MEMBRANES. r------------------, 1) THE AVERAGE DAILY TEMPERATURE 15 LE55 THAN 40°F (50G) AND ------------------; 2) THE AIR TEMPERATURE 15 NOT GREATER THAN 50°F FOR MORE THAN ONE HALF OF ANY 24HR PERIOD. PH: 631.SIb.5518 I I 3 x 30 24 x 24 24 ,x 24 24" x 24 24 x 24 3 " x 30" FAX: 651.4'15.2`150 ------ _____ ____ _ -- _ _-�-_-_- _ _-_- THE AVERAGE DAILY AIR TEMPERATURE 15 THE AVERAGE OF THE HIGHE5T AND THE LOWEST TEMPERATURES --- '------------r-----, - ------r--L -, ----------r 1 -- -----------r-----, ----------I I BEAM Ir'OGKETS: 1 L T L __ ®_�--_ _ i 7 r--T- , OGGURIN6 DURING THE PERIOD FROM MIDNIGHT TO MIDNIGHT. GOLD WEATHER, AS DEFINED IN AG1306, USUALLY E: DSTEISELmOPTONLINE.NET THE ENDS OF WOOD 61RDER5 ENTERING EXTERIOR MA50NRY OR I I �1 -1 --- I I - I GONGRETE WALLS MUST HAVE MINIMUM CLEARANCE OF 0.5 INCH ON 1 I I L____-J L____-J L_____J ; - I ; I I STARTS DURING FALL AND USUALLY CONTINUES UNTIL SPRING. L-�- _--\ /c-- I WWW.DIESELARGHITECTURE.VPWEB.GOM TOPS, SIDES AND ENDS OF GIRDER. T I I 1 I IF GOLD WEATHER GONGRETIN6 WORK SHALL OGGUR, THE GENERAL GONTRAGTOR SHALL MAKE HIMSELF FAMILIAR I I I I I A WITH THE MINIMUM AGGEPTABLE PROGEDURE5 $ 5TANDARD5 A5 5PEGIFIED IN AGI 306. FAILURE TO PROPERLY 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 NEW 4x4 PRESSURE TREATED POSTS ON P.G. GARRY OUT THI5 WORK SHALL RESULT IN THE ARGHITEGT A55UMING NO LIABILITY FOR THE ENTIRE 5TRUGTURE. :�rL_ __� ` � ' r__ _�� FOOTINGS TO EXTEND 3'-3" BELOW GRADE, 8 GALV. METAL CLIP CONNECTORS A5 PER DETAIL, X1 I $ I �� ' ® i xi SHEET .A=i, - ' ' I (- 1--1--J A COPY OF THI5 GODS 5EGTION I5 AVAILABLE UPON REQUEST. TYP. (BOTTOM OF FTG'5 TO REST ON d LI I J \ / L_ II JI PRO.JEGT TITLE:: UNDISTURBED SOIL AND/OR 1009!5 COMPACTED FILL N r- - I --------------------- -------------------------------� 1 6-22 /� WITH MIN. 2,000 PSF 501L BEARING CAPACITY, 1 ; i 6'-I° P'tDD 1 TI ON TYP. I I I 1 6'-I" i---------------------- ----------------------i i i N x INTERIOR ALTERATION5 18ll x 18"—rrL- = 18 _18 _ _---?-------- -----1 -—� -------------1J ; N �L�t �---- --------------J---- T_-JI II I I _ I I I I I L---J (2) 2x8 P.T. L_ J `t i i ' i L_ J �___J (2) 2x8 P.T�_ ALIGN 50 AS TO ENSURE THAT NEW FI1415H FLOOR ALIGNS WITH - EXISTING ADJACENT FIN. FLOOR. Ii i I i �? I EXIST.D.J. I I EXIST.D.J. o � PROJECT LOCATION: 1 i 1165 WE5T ROAD I I I { x ; 1 1 x 12111 J x L_ GUTCH06U NY 11�5� I 1 = I , , I I I = I =tj � I I O 1 , , I I I O F- _�N -�-- J m 1 I EXIST. TRUE24 F.J. ® 16" O.G. 1 1 ---I-- J m d t x 2x8 PF:E55URE TREATED i 3 i i ; i i ' i i =1N LEDGEIR BD., TYP. (REFER TO LEDGER/DECK ATTACHMENT DETAIL., SHEET A-2) --- 1 __----__---__-- __----__--- —---—------—---——-- - , IDES I C NER: ri-- - --- ------------------------- ---------------- -- I I 1 I -------------------i r--------------------- It- I LD I DE516N6ROUP 1 � 5 ----------------------------- ------------------ I EXISTING 266 I I ------- 1 1 -- --J 151 LAI=AYTT ST. SND. L. I __J I -, UNFINISHED PRE-55L RE TREATED LUMBER (R311): i EXIST. TRUE 2x6 EXIST. TRUE 2x6 0 ' ' PROTEGTION OF WOOD I$ WOOD BASED PRODUGT5 FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOGATION5 NEN Y0RK� NY 10013 F.J. ® Ib" O.G. I 1 BASEMENT I F.J. ® I6" O.G. I I 1 MECH. AREA (GLC. HT. = t 7'-I 1/2") I BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT 15 PRE5ERVATIVE-TREATED IN AGGORDANGE WITH AWPA UI L®UIS Y®H - I I I I I FOR THE 5PEGIE5, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE L15TED IN 5EGTION 4 OF AWPA uI. M11) 843-355 1 o I 1 :" STORAGE ROOM '~ -----; I I. WOOD J015T5 OR THE BOTTOM OF A WOOD 5TRUGTURAL FLOOR WHEN GL05ER THAN 18" OR WOOD 6IRDER5 WHEN I I � m (GLC. HT. = ±,'-I 1/2") -----J GL05ER THAN 12" TO THE EXPOSED GROUND IN GRAWL 5PAGE5 OR UNEXGAVATED AREA LOCATED WITHIN THE L-------i 1 ( , i P.T. SILL PLATE im N �� I I PERIPHERY OF THE BUILDING FOUNDATION. SEAL AND SICNATUR : _ ______ 2. WOOD FRAMING MEMBERS THAT REST ON GONGRETE OR MA50NRY EXTERIOR FOUNDATION WALLS AND ARE LE55 © L I I Im '�-1 I I 1 I I -~- I i i THAN b" FROM THE EXP05ED GROUND. I I I I I 3. 51LL5 I$ 5LEEPER5 ON A GONGRETE OR MASONRY SLAB THAT 15 IN DIREGT GONTAGT WITH THE GROUND UNLE55 D V 1 r-----_ , '' uNP 12 _ ---------------- I SEPARATED FROM 5UGH SLAB BY AN IMPERVIOUS M015TURE BARRIER. o � , I ` �A I I ( -- - ------------------- ti DOWELING BETWEEN NEW AND ; 1 4. THE EN05 OF WOOD GIRDER5 ENTERING EXTERIOR MA50NRY OR GONGRETE WALLS HAVING GLEARANGE5 OF LE55 0` N _-_ __ __ __ __ ' __ '_ __ ; EXIST. FOUNDATIONS (TYP): ; ; THAN 12" ON TOPS SIDES 4 ENDS. 1 r_ ____________________� 1 FURNISH 4 INSTALL 5/8 DIAM. 1 ------------- I I EPDXY COATED DOWEL5, 14 I , 5. WOOD 51DIN6, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A GLEARANGE OF LESS THAN `-------� `°x ' SAW GUT EXIST. FOUNDATION. I i ; i LONG, D MIN. EMBEDMENT, 1 ; 611 FROM THE GROUND OR LE55 THAN 2" MEASURED VERTIGALLY FROM GONGRETE STEPS PORCH SLABS PATIO SLABS I �P 781 � � FURNISH � INSTALL 2'-O"W x I i 1 ' SPACED I6" VERTICALLY. 1 1 ' � � O ( x15fa ® � I I FILL GAP5 WITH HIGH I I AND 51MILAR HORIZONTAL 5URFAGE5 EXPOSED TO THE WEATHER. o3ons 2-O H DRAWL SPACE ACCESS AS I ; I I STRENGTH EPDXY MORTAR. i ; 6. WOOD 5TRUGTURAL MEMBERS SUPPORTING M015TURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXP05ED TO THE qTF PER 8408.4 i i 1 WEATHER, 5UGH A5 GONGRETE OR MASONRY SLABS, UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN `yJ I I (TYPICAL. WHERE NEW I I EX15T. WATER 6A5 � I , , I FOUNDATIONS MEET EXISTING) I , L____.----------------, L_ -------- -----------------------------------------------J I r--------------------------i �----------------------------- --� I IMPERVIOUS MOISTURE BARRIER. NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HA5 ---- ------------------------ ---- 1 I 1 1 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHE- DIREGTLY TO THE INTERIOR OF EXTERIOR BEEN ADVISED THAT PRIOR TO ANY GON5TRU6TION • • . - -- -- --------__ __ ---------------------_J -- --------------------------------------J MASONRY WALLS OR GONGRETE WALLS BELOW GRADE EXGEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S x;- - 1 ; I ; �- - BETWEEN THE WALL ff THE FURRING STRIPS OR FRAMING MEMBERS. RE'5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM A <o I i , i v-1 1 1 x L i A FIELD TREATMENT (R311.1.1): THE 60YERNING BUILDING DEPARTMENT. THE ,_. —L_ _J Ll I ' PROPOSED = �,_6 FIELD GUT ENDS, NOTGHE5 $ DRILLED HOLES OF PRE5ERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN o _ I 1 _IN �_ IAR:GHITEGT DOES NOT REGOMMEND AND DOES NOT ALIGN SO AS TO ENSURE THAT a - i i c I I I GUARANTEE THAT 50LELY BY THE PREPARATION OF NEW FIN15H FLOOR ALIGNS WITH a Q, ® ' , ® cR, DRAWL SPACE ; ; I ACCORDANCE WITH AWPA M4. THE5E PLAN5 5HALL GON5TRUGTION OGGUR. EXISTING ADJACENT FIN. FLOOR. i (DLG. HT. 3'-0") I 1 0 i GROUND GONTAGT (R311.1.2): ALL WOOD IN GONTAGT WITH THE GROUND EMBEDDED IN GONGRETE IN DIRECT GONTAGT WITH THE GROUND OR Issules and Revisions NEW 51-AB (TYPJ: (IN COMPLIANCE WITH .,� (2) 2x10 P.T. Bpi L- --Y-------- ------------------------------i 10 1 m (2) 2xIO P.T. �� I EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN 2015 IRG, SECTION 8506) N . I _ I PROVIDE 8 HIGH x I6 WIDE Date Issues and Revisions 4" POURED CONCRETE SLAB REINF. -,cy 't r� --, �_____—_____--___________-____-_____-___ —_____ �t r-- - ,, SCREENED VENT AS PER NYS N 5 D PRE55URE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND GONTAGT USE, OGGUPA GY HALL BE APPROVE W/bxb WIAx WIA WELDED WIRE MESH N ; I ® 1 X 1 ® I I CODE SECTION RR408.1 EXGEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR GONTINUOU5LY SUBMERGED IN FRESH 7/20/17 EXISTING CONDITIONS OVER GLASS I, EMIL VAPOR RETARDER. — I I 1 v 2x8 PRESSURE TREATED LEDGER BD., 7YP. _ , i I , WATER SHALL NOT BE REQUIRED TO BE PRE55URE-PRE5ERVATIVE-TREATED. REFER. TO 2015 IRG, TABLE 8402.2, 1 �t Li _ 1 (REFER TO LEDGER/DEGK ATTACHMENT I" �t L_� J 8/-I/17 PRELIMINARY DESIGN SHEET A-I FOR GONG. STRENGTH. I9'I� IN �- _ �_ DETAIL, SHEET A-2) ,- „ -a2 N 1- - BELOI^I SLAB: 6" MIN. THICK BASE I ~� I6 5 CL 1 1.21-411 (NOT FOR GONS172UGTION) COURSE GON515TING OF GLEAN GRADED _ I dJ NOTE: I�� x� I 8/9/17 PRELIMINARY DESIGN SAND, GRAVEL, CRUSHED STONE OR i I x p MEMBRANE WATERPROOFING OVERFIBER THI5 DETAIL 15 APPLICABLE CRUSHED BLAST-FURNACE SLAG `9 1^ F '� i MESH OVER NEW 8" POURED CONCRETE WHERE FLOOR JOI5T5 ARE PASSING A 2" SIEVE SHALL BE PLACED I�� „ p- I FOUND,4TION WALL ON I6"x8" DP. D PARALLEL TO DECK J015T5. cAT}f1 9/14/17 GLIENT REVIEW ON THE PREPARED 5UBGRADE. 130 x 30 �� 30 x 30 i GONG.FTG. REINF W/ (2) (NOT FOR CONSTRUCTION) x 24 x 24 24 x 24 24 x 24 24 x 24 ,.___ _.�_., #4 REBA ON UNDIST. I I I N r-----, r-----, r-----, r-----, I I SIDING I I I , , , I I I I I I I I SOIL (2000 PSF BEARING GAPAGI ), TYP. HOLD DOWN WALL CONNECTORS ® GORNE I I I (2) 2x8 P.T. I I (2) 2x8 P.T.I I (2) 2x8 P.T. 1 1 (2) 2x8 P.T. I I (2) 2x8 P.T. I I I 1/2/18 PERMIT SET �__®�___ _�_ �___ __� __ __-+—®--1__ _ I I (PROVIDE (2) GOATS WATERPROO INC CONTINUOUS ALUMINUM FLASHING FOR TYP.- REFER TO DETAIL, SHEET A-1. a 1 �_ ' ' ' ' ' ' ' ' ' ' ' ' MEMBRANE WHERE NEW EXIST. FOUNDATIONS --- -----------�--- --L------------1-- --J-------------�--- --L------------1-- --J------------L--- I EXTERIOR WALL WATER TIGHTNESS I I LJ LJ LJ LJ I 1 MEET, TYP.) 150TTOM OF NEW FOOT NG TO 2x P.T.LEDGER BOARD MATCH ELEVATION OF 130TTOM OF EX15TIN6b"LONG x I/2"DIAM.6ALV. FOOTING. METAL LAG BOLT5® Ib" HU J015T HANGER BY 51MP50N Project No. I�—IIB 6'-1" b'-I" b'-I" 6'-I" b'-12" a' 12'-32° (TABLE R5 OL.5TA66ERED(' ) a" 7 STRONG-TIE. 10 (b)SO#q x I I/2"SCREWS OR 9, 0) Iod x 11/2"NAIL5. PREPARED EXCLUSIVELY FOR SCTM #: NEW 4x4 PRE55URE TREATED POST5 ON P.G. HOLD DOWN DEVIGE,MIN 750 LB.GAPAGITY AT(4) FOOTINGS TO EXTEND 3'-3" BELOW GRADE, 8 FLOOR J015T5 LOGATION5,EVENLY 015TRIJ3 M D ALONG DEGK AND IOOO—I I O-'7-2 GALV.METAL GLIP CONNECTORS AS PER DETAIL, ONE WITHIN 24"OF EACH END OF THE LEDGER. SHEET A-7, TYP. (BOTTOM OF FTG-5 TO REST ON HOLD-DOWN DEVICES 5HALL FULLY ENGAGE DECK UNDISTURBED 501L AND/OR 100% COMPACTED FILL J015T PER HOLD-DOWN MANUFACTURER.(DECK Scale: AS NOTED BOTTOM OF NEW FOOTING ELEVATION TO MATCH BOTTOM OF WYTPH MIN. 2,000 PSF SOIL BEARING CAPACITY, i 'I TEN51ON STRAP(DTT IZ)BY 51MP50N STRONG-TIE) '; 3 EX15TIN6 FOOTING ELEVATION, TYP. DECK J015T b DECKING (2)SILL PLATES Drawn By: DLS IJ TERMITE SHIELD d SILL 5EALER TYP. FULLY THREADED 3/5'DIAM.HDG —FOUNDATION WALL Date: LAG SCREW WITH HOG WA9fR PREDRILLED INTO GENTER OF ANCHOR BOLT.REFER TO TOP PLATE,5TUD5 OR HEADER ANGHOR BOLT DETAIL. WITH MIN.3"THREAD PENETRATION. A - 2 3A5DMENT/F0UNDAT 1 ON FLAN T`"OF. LEDOER/DEC-.< ATTAr....HMENT DETA I L Prod. North DWG. 6 OP 11 04ALE: 1/4"= 1'-0" SCALE: III _ 11_011 (F-IOURE R50-1.2.3(2)) DO NOT SCALE PRINTS O E N E RA J.... NOTES . GENERAL GOND I TI ON5: I. ALL DIMEN51ON5 OF EXIST. 5TRUGTURE5 SHALL BE VERIFIED BY CONTRACTOR PRIOR TO GON5TRUGTION. IF ANY 1?15GREPANGIE5/ CONDITIONS AR15E ARCH I TECTURE, PLLC WITH THESE PLAN5 PRIOR TO OR DURING THE GOUR5E OF GON5TRUCTION, GON5TRUGTION 5HOULD CEA5E AND THE ARCHITECT 5HALL BE NOTIFIED IMMEDIATELY. FAILURE TO DO THI5 WILL RESULT IN THE ARCHITECT A55UMIN6 NO LIABILITY WITH THE ACTIONS TAKEN TO CORRECT THE 015GREPANGY. PH: 631.816.5518 REPLACE ALL EXISTING 2. PLAN DIMMEN5ION5 ARE FROM FIN15H WALL TO FIN15H WALL,UNLE55 OTHERN15E NOTED. COLUMNS WITH NEW 6" FAX 631.475.2850 DIAM. WOOD COLUMNS DEMOLITION: TO MATCH EXISTING, _ 3. G.G. TO FURNI5H 4 INSTALL TEMPORARY BRACING 4 5HORIN6 PRIOR TO THE REMOVAL OF ANY 5TRUGTURAL ELEMENTS. E: D5TE15ELe0PT0NLINr.NET 4. WHERE EXI5TING WALLS ARE INDICATED TO BE REMOVED, GONTRAGTOR 15 TO PATCH EX15T. FLOOR, ADJACENT WALL5 $ GEILING FIN15HE5 AS REG-0. (NP) WWW.DIESELAR HITEGTURE.VPWEB.GOM FOUNDATION: 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN 501L HAYING A MIN. 3000 P5F BEARING GAPACITY AS, PER 2015 NY5 CODE, 5EGT. R401, TABLE R401.4.1, OR GOMPACTED TO GONFORM TO TH15 GAPAGITY. IF GOMPAGTING 15 PERFORMED, 501L TESTS WILL BE REQUIRED $ APPROVED BY 1101 WAVERLY AVE., HOLTSVILLE, NY 11742 `\ x /' I THE ARGHITEGT. 6. ALL CONCRETE FOOTING5 5HALL CONFORM TO 2015 NY5 GODE 5ECT. R403 MIN. 2,500 P.5.1. ® 28 DAYS PLAIN GONGRETE UNLE55 OTHERWISE NOTED a WITHIN THESE PLAN5 OR 5PEGIFIGATION5 WHEN APPLICABLE. PROJECT TITLE: 7. ALL FOUNDATION WALLS OR 5LAB5 5HALL HAVE PRE55URE TREATED (P.T) SILL PLATES WITH GALV. METAL ANCHOR BOLTS WITHIN 12" FROM EA. REPLAGEMENT REPLACEMENT REPLACEMENT GORNER TO EXTEND MIN.7" INTO POURED GONG. FOUNDATION WALL W/35" 50. WA5HER5. ANGHOR BOLT5 SHALL AL50 BE LOGATED WITHIN 6"-12" FROM /� FLOOR TO GEILING INSECT I I FLOOR TO CEILING INSECT THE EN05 OF EACH PLATE 5EGTION, A5 PER 2015 WFGM 5EGTION 3.2.1.1. REFER TO WFGM TABLE 325,SHEET A-1, FOR ANCHOR BOLT 517E $ 5PAGING ADDITION I$ SCREEN PANELS LET INTO I I SCREEN PANELS LET INTO REQUIREMENTS. SILL PLATE TO REST ON METAL TERMITE SHIELDS WITH SILL SEAL INSULATION PLACED BELOW TERMITE SHIELD AS, PER WFGM. INTERIOR ALTERATIONS COLUMNS, TYP. +' i \` // i COLUMNS, TYP. FRAM I NC 4 5TRAPP I NO: tL 8. ALL ROOF EAVES, RIDGES, RAFTER 5PAGE5 ABOVE INSULATION, UNHEATED ATTIG 5PAGE5 AND FOUNDATIONS GRAWL 5PAGE5 SHALL BE VENTILATED AS -V INDICATED ON THE5E PLAN5 AND IN GONFORMANGE WITH GOVERNING REGULATIONS. x NEW 2x6 G.J. 0 16" O.G. i i NEW 2x6 G.J.® I6" O.G. q. ALL 5HEATHIN6 AND 5UBFLOORIN6 5HALL BE EXTERIOR GRADE AND A5 REQUIRED BY ALL GOVERNING REGULATIONS. NEW 2x10 R.R. ® I6" O.G. z ___ z � NEW 2x10 R.R.a 16"O.G. 10. ALL FLOOR J015T SHALL BE DOUBLED AT END RUNS, UNDER PARTITIONS, RUNNING PARALLEL TO THEM AND UNDER BATHTUB5. (2) 2X8 ---- 1 > =N I � I J ,r', 11. GRO55 BRIDGING 5HALL BE PLACED IN ALL FLOOR 5Y5TEM5, MINIMUM OF 8'-0" ON CENTER AND OF TYPE REQUIRED BY GOVERNING GON5T. CODE. PROJECT LOCATION: PROPOSED i x i� EXIST• �i x 12. IN5TALL PLYWOOD SHEATHING VERTICALLY AT ALL GORNER5. NAILING 5PEGIFIGATION5 TO CONFORM TO GOVERNING REGULATIONS. SCREENED r a _",II LIVING RM. IIS r I 13. ALL ROOF RAFTER5 5HALL HAVE HURRICANE TIES THAT ATTAGH TO TOP PLATE $ 5TUD. I I i��4�ST ROD T- N x I ,Nil li x PROPOSED t-N n, x DECK - Q �I (2 STORY SPACE) 1 SGRE:ENED 14. BLOGKING SHALL BE PROVIDED TO SUPPORT ROOF GUTTERS, FA5GIA EN05,GYPSUM BOARD CORNER5 AND EDGE5, GABINET5 AND AGGE55ORIE5, ETG. DUTCH®�UE, NY I I X35 _ i �t 0, EXIST. F J. EXIST. F.J. o I N I DECK B 0, 15. INSTALL FIRE 5TOPPIN6 AT ALL REQUIRED LOGATION5 TO COMPLY WITH 2015 N.Y.5. CODE 5EGTION5 502.13, 602 5 $ 1003.Iq. EXIST. F-1 EXIST. F.J. 3 Iq'-lo " " I6. PROVIDE FIRE RATED A55EMBLIE5 AS INDICATED ON DRAWINGS AND IN COMPLIANGE WITH APPROPRIATE TESTING A6ENGY 5PEGIFIGATION. N iI Ii 20 I x (I II 3 ;,, 11. GONTRAGTOR 5HALL INSTALL METAL WALL TIES A5 PER DRAWING 5PECIFIGATION5 IN ACGORDANGE WITH THE 2015 NEW YORK STATE RESIDENTIAL u, ZI I I z BUILDING CODE. SEE DETAIL SHEET FOR WALL TIE LOGATION5. 1 REPLAGEMENT LOAD BEARI NC 5TRUGTURE: DE51 C NER: REPLACEMENT 18. ALL FLITGH PLATE STEEL 5PEGIFIED ON THESE DRAWINGS 5HALL BE TYPE A-36 WITH UNIT 5TRE55 OF 23,160 P51, FLITCH PLATE5 SHALL BE DRILLED AT G " 8'-10� �1 ± 15'-8" I' t 7 " t II'-'i" 24" O.G. 5TAG6ERED AND BOLTED WITH 1/2" DIAM BOLT5, WASHERS AND NUT5 TO FRAMING MATERIAL. LG1' DE5I GN6ROUP 10-3 Q 2 i- Iq. ALL STEEL GOLUMN5 5HALL BE 4" SCHEDULE 40 5TEEL PIPE COL. UNLE55 OTHERWISE NOTED ON PLAN5. I I LAAYETTE ST., SND. FL., X .- i c^v i1 Ii c'v I 20. PROVIDE P05T5 BELOW ALL GIRDERS, $ BLOCK SOLID DOWN TO FOUNDATION WALL OR GIRDER BELOW --\. I �'1 I' z i i i EXIST.2x8 F.J. 6 3 k 1 _ -- (2) 2X8 _ -- _ r EXIST. x IO F.J. 21. LUMBER TO BE DOUGLAS FIR, Fb=850, E= 1.3 x to OR BETTER 6 IVY�1 1 OR1�, NY 10015 i =I I 22. MIGROLAM LVL'5 BY TRU55 J015T, MIN Fb=2,600 PSI, E= I.q x 10 LOUIS Y®H I DINING u63 I _ I NEW 4x4 P05T ;i; ExIST. DE 23. ALL STEEL BEAMS, 61RDER5, LINTELS, ETC. U5ED SHALL BE AS, PER A5TM A36, Fb=23,760, E= 2q x 106 i (TYP.) WITH BLOGKING m' ' -�p i 24. FA5TENER5, HANGERS $ TIE DOWN GONNEGTOR5 THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DE516NED FOR 5UGH U5E-REFER M111) 8z ARA z J ' LU 7 ,' ELOW , , (G.H. = t 8-8) __ ^ 43s3552 (G.H. = t 8'-8") � tu - / m I i = N O I O TO MANUFACTURERS SPEGIFIGATIONS. O _ g ' ; �r M.E.P NOTE5• m w r x r i '(2) 2x8 EXIST. FIR PLACE ~ ` x -p SEAL AND 51 C NATURE: " m w x x V __ __ - - x I I s 25. ALL PLUMBING, HVAC, AND ELECTRICAL WORK 5HALL BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL \ _ �; m r APPLICABLE CODES AND REGULATING AGENGIE5. *' = m *' 26. ALL STORM WATER AND SEWAGE DISPOSAL SYSTEMS 5HALL BE DESIGNED AND IN5TALLED AS, PER GOVERNING HEALTH DEPARTMENT AND REGULATION QED ARC O © J I R J m I A6ENGIE5 REQUIREMENTS. \� sTFi Fo 3 1 /4"x 1 1/4" L L WITH (2) 5/8" x I ` I I m N w i 4 2-1. ALL NEW UTILITIES INDICATED SHALL BE DE5I6NED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN CONFORMANCE WITH / STL._ LlTGH PLA S. _- -_ 2665 (3) 1 3/4"x 4 1/4" LVL WITH�2) I/2"x a" STEEL LATE5_FLUSH -- APPROPRIATE RULES AND REGULATIONS AND ALL GOVERNING RULES. [t FPSG 28. ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED. KITCHEN J �I 2065 POWDER AL16N H/ 2065 PRE-FAB FIREPLACE WITH la" , 2 i DEEP NON-GO 5TIBLE RAISED 2q. GENTERLINE OF TYPICAL ELEGTRIGAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERWISE NOTED. GONTRAGTOR SHALL FURNISH AND INSTALL A (NEW LAYOUT $ GABINETR xl - GO GID HEARTH, FRESH IR INTAKE Q� n (SLOPED GLC.) cn BE OW b�" PL I = DOUBLE LINED 5 AINLESS STEEL °C MINIMUM OF ONE OUTLET PER WALL AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL sj� 030a3� Ao/ - 1" ,,, L 2 ;�, WALL PLATE I FLUE. REFER To ANIUFAGTURERs ; 30. GENTERLINE OF TYPIGAL LIGHT 5WITGH TO BE MOUNTED 4'-0" A.F.F. UNLE55 OTHERN15E NOTED. lF OF NEj PANTRY HEIGHT TO BE71 SPECIFICATIONS OR: r-----� r----- } 6-O 3 6 5-I 2- SET AT a'-b" GLEARANGE5 d I STALLATION 31. CONTRACTOR TO COORDINATE LOCATION OF LIGHT FIXTURES WITH SMOKE DETECTORS. 10 Dw (' WINE 48" REF`' (_2) 2xa 206a 2068 (2) 2x8 CG'S 2) 2xa 32. CABLE, DATA AND TELEPHONE JACKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PER HOMEOWNERS REQUIREMENTS. NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HAS, _ __ ..®..®.. (2) 2x8 BEENI ADVISED THAT PRIOR TD ANY GONSTRUGTION rw282Io-2 b2lo TW25 Io-2 33. ALL HVAG WORK SHALL BE DE516NED AND INSTALLED A5 PER THE 2015 RE5I0ENTIAL CODE OF NEW YORK STATE, CHAPTER 12-23 AND/AOR DEMOLITION WORK, IT SHALL BE THE OWNER'S ROP. PROPOSED _ INCLUSIVELY AND ALL DUCTS 5HALL BE INSULATED IN ACCORDANCE WITH THE ENERGY CONSERVATION GORE OF NEW YORK STATE, SECT. 503 RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM A _ _ WALL5 TO , MUD RM. FOYER FLS 5xlsT. 34. ALL ELECTRICAL EQUIPMENT $ WIRING 5HALL BE DE516NED AND IN5TALLED IN AGGORDANGE W/ GHAPTER5 34-41 OF THE 2015 THE GOVERNING BUILDING DEPARTMENT. THE • r GUARANTEE D BE BUILT (G.H. = f 8'-b") (G.H. - t 8'-6") p REQUIRED RE5IDENTIAL CODE OF NEW YORK STATE. ARGHITECT DOES NOT RECOMMEND AND DOE5 NOT lu up � w 1 RANTEE THAT 50LELY BY THE PREPARATION OF N 5-6 q-5 3-n N to-0 6-2 35. ALL WINDOW5 AND 6LA55 DOORS 5HALL BE IN5TALLED IN ACCORDANCE W/ 2015 RESIDENTIAL CODE 5EGTION R60q. ALL GLAZING z � THE PLAN5 SHALL GON5TRUGTION OGGUR. IQ x Q I d 5HALL COMPLY W/ SECTION 8308 = + 2668 2 2x8 ,(2) I 3/4"x ° -�� R-30 BATT IN5UL. IN CAVITY 36. ALL PLUMBING WORK 5HALL BE DE516NED AND INSTALLED A5 PER THE 2015 RESIDENTIAL CODE OF NEW YORK STATE, CHAPTER 25-33 Issues, and Revisions i ( ) q , I/4 LVL WITH I THICK GONTINUOIS INGLU5IVE. ALL DOME5TIG WATER 5UPPLY LINES SHALL BE COPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD CONTENT SOLDER a , (2) 2xa ® , RIGID FOAM INSUL, R-5. Date Issues and Revisions - J 4'-2' GX Ib 4'-1' 4'-O" 4'-21NEW 5/4x 6PRESSURE XWIb ? " " 37. ALL WINDOWS 5HALL BE W/ LOW "E" INSULATED GLAZING. 7/20/1? EXI5TING CONDITIONS p TREATED DECKING. -�_82l I I 1 " 8!T/17 PRELIMINARY DESIGN I6-57-10 (NOT FOR GON5TRUGTION) 01 PROPOSEDd ' 4 REFER TO "TYPIGAL STAIR J015T HANGER SCHEDULE b/q/17 PRELIMINARY DESIGN m COVERED PORCH I AV m NOTES" SHEET A-4,FOR HANDRAIL 4 GUARDRAIL x/14/17 CLIENT REVIEW (WITH STEP5 TO GRADE) 3 SPECIFICATIONS. TA MIN. LOAD NOTES (NOT FOR GON5TRUGTION) (2) 1 3/4"x q 1/4" LVL- WOLMANIZED JH I q,000 LB5 I. IN5TALLER SHALL TAKE INTO I/2/Ia PERMIT SET ACCOUNT THE TYPE OF 6LULAM, " JH 2 3,500 LB5 CONCRETE AND/OR WOOD t 12'-2' 10 Iq b-I 61-IPRODUCT THAT THESE HAN6ER5 Project No. JH 3 2,500 L65 5HALL BE ATTACHED TO. NEW 6" DIAM. WOOD COLUMNS 2. IN5TALLER 5HALL FOLLOW TO MATCH EXISTING, TYP. JH 4 4,500 L55 MANUFAGTURER5 I'-II 5PEGIFICATION5 REGARDING PREPARED EXCLUSIVELY FOR SCTM #: HANGER MATERIAL, 1000-110-'7-2 INSTALLATION It FA5TENER5 USED TO ACHIEVE DE5IRED Scale: A5 NOTED LOADS. 3. HANGERS 5HALL BE BY 51MP50N STRONG-TIE OR EQUAL. Drawn By: DLS Date: 7/10/17 EXISTING DWELLING = t 1,211 S.F. PROPOSED ADDITION= 172 S.F. FI �I"'S T F FLAN TOTAL HABITABLE SPA;GE= t 1,383 S.F. SGAL.E: I/411= I'-O" PROPOSED S�REE�NED�P RGH ARONT RCH- �40 S.F. Plrioj. North PROPOSED SGREENED PORCH B= 138 S.F. DO NOT SCALE PRINTS LVL FASTENING REWIREMENT5: t 56'-5" EXISTING DWELLING G.G. SHALL REFER TO MANUFACTURERS 5PEGIFIGATION5 WHEN THROUGH-BOLT CONNECTION FROM FASTENING MULTIPLE MEMBERS $ TAKE INTO AGGOUNT WHETHER THE LVL BEAM TO LVL RAFTER W/ (3) BEAM 15 "TOP LOADED" OR "SIDE LOADED". ARCH 1 TEGTURE, PLLG IBOLTDIAM WITHAWA ERMETAL MACHINE NUT. - " 1121 INTER1O S PH: 631.816.5518 REPLACEMENT REPLACEMENT REPLACEMENT INTERIOR WALL5 TO BE CONSTRUCTED W/ 2x4 5TUD5 @ 16" o.c. FAX: 651.415.250 UNLE55 OTHERN15E NOTED ON PLANS � E: DSTEISELmOPTONLINE.NET ----------------------- - AAA.DIESELARGHITEGTURE.VPAEB.GOM ' PROPOSED 12" DEEP SMOKE ALARM: EXI T. BUILT-IN BOOK NEW SMOKE ALARMS ARE TO BE HARDWIRED AND INTERCONNECTED 1101 AAVERLY AVE., HOLTSVILLE, NY 11142 BEDROOM #2 STUDY/OFFICE r SHELVES, TYP. AND ARE TO BE INSTALLED AS PER N.Y.5. 2015 CODE SECTION 8314. a x ONE CARBON MONOXIDE DETECTOR 15 TO BE INSTALLED ON EACH o -H (G.H. 6-41) 'XI z LEVEL A5 PER N.Y.5. 2015 CODE SECTION 8315. w N EXIST. G.J. m PROJECT TITLE: LU ADDITION j FINISHES: (�1 (2) 3068 POCKET zl I 6.G. SHALL RAISE G.J. I. WALL AND CEILING FIN15HE5 SHALL BE IN ACCORDANCE WITH 2015 N.Y.5. GOD INTERIOR AL7ERA7ION5 6.G. SHALL RAISE G.J. , E TO 8'-4" CL6. HT. I -iN I TO MATCH EXISTING ; TABLE R102.35. l o ADJACENT. ' n x x . I 2. INSULATION SHALL BE IN ACCORDANCE WITH 2015 N.Y.5. CODE, CHAP. 11, TABLE C14 " N N1102.1.2 +' 2xIO LEDGER BD. 4 I ry +' ; I 2x10 LEDGER BD. 4 3. INTERIOR WALL COVERING 5HALL BE IN ACCORDANCE WITH 2015 N.Y.5. CODE ALUMINUM FLASHING. I i i ALUMINUM FLA5HING.Fj SECTION 8702. ----L ------ =r --------- I I 4. EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH 2015 N.Y.5. GODS PROJECT LOCATION: 5EGTION 8103. t'2)EY�\I 3/4"x II 7/8" LVL F H_- i Iz 1168 TEST ROAD 5. ASPHALT ROOF SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH 2015 PROP05ED ROOF ' ; IT PROP05ED ROOF N.Y.5. CODE SECTION RgO52. QI i EXIST. 2xb o N2x8 G.J. ® Ib,O- .G. EXIST. 2xb G.J. I I v 6. ALL INTERIOR WALL5 IN BATHROOM5 AND OTHER HIGH M015TURE AREAS SHALL BE GUTGH®6IJE, NY I I X38 12 I _ (GLS\ HT. = 10 o) I I 12 FINI5HED WITH M015TURE RE515TANT 6YP5UM BOARD t GEMENT BOARD IN TUB 1.5 v �I I �� ' I 11� --� 1.5 5HOWER. NEW 2x10 R.R. ® Ib' O.G. ' ; OPEN\,/TO I NEW 2x10 R.R. ® 16" O.G. T M015TURE VAPOR RETARDER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE ,x OF THE INSULATION IN ALL FRAMED WALL5, FLOORS, ROOF AND GEILING5 (REFER TO FLAT ROOF NOTE, PROPOS D BE Q I I (REFER TO FLAT ROOF NOTE, COMPR151N6 ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH x 5HT. A-5) 5HT. A-5) " TOP WALL5 SHALL ' 2015 N.Y.S. CODE SECTION 8318. BATHROOM 20b8 ' N BE 53(TENDECR TO BOOK SHELVES TWI846 Tw3046 TWI846 8. R302.q FLAME SPREAD INDEX AND 5MOKE-DEVELOPED INDEX FOR WALL AND DES I C NER: TWI846 TW304b TWI846 CEILING FIN15HE5. FLAME 5PREAD AND SMOKE-DEVELOPED INDEXES FOR WALL AND LG l DESI�N�ROUP mat NEW GEILIN6 NEW (2) 1 3/4"x q 1/4" LVL H11(GHT. `�\ ; I NEW (2) 13/4"x q I/4"' LVL ;' CEILING FINISHES SHALL BE IN ACCORDANCE WITf I SECTIONS R302q.1 THROUGH ---- - --------- i �� NEW TRAY DTL. TO I �� _____ __________________________ -� -----------------------------Y R302.q.4. WALL AND CEILING FIN15HE5 5HALL HAVE A FLAME SPREAD INDEX OF NOT I I L �4YETTE ST., 2ND. L., i �\\ MATCH EXIST., TYP. I GREATER THAN 200 (R302.q.1). WALL AND CEILING FIN15HE-5 5HALL HAVE A 10 SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (R302A.2). NEA YORKNY 1001✓ RELOCATED 0 i - cv EXIST. 2xb G.J. I i BEDROOM #3 I �� G.G. SHALL RA15E MASTER ` ) � N ' 5 54 ATTIC ACCESS EXIST. BRICK� G.J. TO MATCH EXIST- I I # i L®4J I J N(CH = I „ 3, 2 x DJAGENT. IVI BEDROOM I I _ E6RE% WINDOWS: -IN , _� (G.H. = 8-4) w I Lam'-__--- -J STAIRS. DOUBLE CHIMNEY TO = (ALTERED) `' I ALL NEW WINDOWS IN BEDROOMS ARE BY 'ANDERSEN' 400 SERIES Q F z FRAME ALL AROUND BE EXTENDED (g I I m RELOC. % (R-13 BATT INEUL). NI (G.H. = 8'-4") AND EITHER MEET OR EXCEED REQUIREMENT5 AS SET FORTH IN CODE BATHROOM D-0 o z (� 2'_22° w l ' I SECTIONS 8303 R310. C) I SEAL AND SIGNATURE: AREA= 173 S.F. 62" PLUMBING AREA= NET AREA= 285 S.F. NATURAL LIGHT REQUIRED: 13.84 5.F I WALL - u, - I i I NATURAL L16HT REQUIRED: 22.8 S.F. NATURAL LIGHT PROVIDED. 24.11 S.F. i t 11141 BA I NATURAL L16HT PROVIDED: 30.0 S.F. DO O A/3 t 8 2 ►+ R C ' ---- -------------------------- D 11 �* I }----------------__ -- ___-� FIRST FLR: SET WINDOW HEAD AT 6'-8" A.F.F. (TYP) G��o�. ST ti VENTILATION REQUIRE b.q2 S.F. �' - (E I ) 1868 I �� VENTILATION REQUIRED: 11.4 S.F. VENTILATION PROVIDE 16.72 S.F O I I VENTILATION PROVIDED: 17.24 S.F. Q SECOND FLR: SET WINDOW HEAD AT 6-8" A.F.F. (TYP) REPLACEMENT " ------ b'-0°------- 1'_11" i „ = REPLACEMENT -q0 L.3-bLOO b-O 3-0 2ro ALL WINDOW5 $ DOORS TO RECEIVE PROPER FLASHING A5 EXISTING ROOF m I UW/D q W.I.G 2068 _ I m "' EXISTING ROOF MANUFACTURERS 5PECIFIGATION5 $ IBG R60a $ R103.4 �q U3p438 yo G.G. SHALL REPLACE N c� O x O G.G. SHALL REPLACE T UNDERLAYMENT, ^� 3068 4x4 OST UNDERLAYMENT, F CF NFA FLASHIN6, RIDGE VENTS (ALI6 WITH m FLASHING, RID6E VENTS d ROOFING WITH NEW. OPO ED0 _ 4 ROOFING WITH NEW. POSTING ® BEAMS: NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 --- b-° -------- ------ GG TO INSTALL 51MP50N "PG" GALVANIZED METAL P05T GAPS AT ll BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION ------ ----------- ------------- TH ---_ ------------ � z"J, �� ALL P05T5/BEAM CONNECTIONS. REFER TO POST CONNECTION AND/01R DEMOLITION WORK, IT 5HALL BE THE OWNER'S DETAILS SHEET A-q. RE5PON5181LITY TO OBTAIN A BUILDING PERMIT FROM A VENT TO EXTERIOR � o ,. THE GOVERNING BUILDING DEPARTMENT. THE W/RIGID METAL DUCT, AS N 5068 I " .�. -6 Q ARCHITECT DOES NOT RECOMMEND AND DOES NOT A'6 0 PER NYS CODE RMI503. BI-FOLD I PROPOSED 4 m GUARANTEE THAT SOLELY BY THE PREPARATION OF Q N ; I i u, I N o WOLMANIZED LVL'S: THESE PLAN5 SHALL CONSTRUCTION OCCUR. THROUGH-BOLT CONNECTION m i NEW FALSE , MASTER ZD zI m ALL LVL MEMBERS EXPOSED TO THE EXTERIOR SHALL BE FROM LVL BEAM TO LVL ~ TRAY DTL. THROUGH-BOLT CONNECTION Issues axed Revisions RAFTER W (3) 1/2" DIAM NEW (2) 5/8"x q" 5TL. FLITCH PLATE TO MATCH i BATHROOM i FROM LVL BEAM TO LVL WOLMANIZED. RAFTER W/ (2) 11/2" DIAM 6ALV. METAL MACHINE BOLTS_ WITH (2) 13/4"x q I/4" LVL FLUSH _ EXIST., TYP. i GALV. METAL MACHINE BOLTS _�__ _ Date Issues and Revisions WITH WASHER 4 NUT. m - O RELOCATED BEDROOM #4 1 WITH WASHER a NUT. O NOTE: iy AREA= � � � ins � N 7✓20/1"1 EXISTING CONDITIONS NATURAL IGHT REQUIRED: 14.2 S.F. (G.H. = 8'-4") 1 I A CONTRACTOR MAKING A BID FOR WORK ON TH15 PROJECT 15 MADE 8/7/17 PRELIMINARY DESIGN NATURAL IGHT PROVIDED: 41.14 S.F. �N " NEW TRAY DTL. TO AWARE BY TH15 NOTE THAT IT 15 THE INTENT OF THE OWNER TO HAVE A `fl NEW 2X10 G.J. ® I6" O.G. i 1_ I m MATCH EXIST. WITH (NOT FOR CONSTRUCTION) VENTILATION REQUIRED: 4.6 S.F. cv R-4q IN5UL x10 G.J. ® Ib" o.c. o R-50G IN5UL., TYP. COMPLETELY INSTALLED JOB AND SHALL UNDERSTAND THAT ALL VENTILATION PROVIDED: 26.31 S.F. ^ R-41 IN5UL. NEGE55ARY WORK TO COMPLETE THE INSTALLATION SHALL BE 8/4/17 PRELIMINARY DESIGN ~ PERFORMED AT NO ADDITIONAL G05T TO THE OWNER OR PROJECT. q/14/1'1 CLIENT REVIEW (NOT FOR CONSTRUCTION) NEW TRAY DTL. TO L----------------------------------------- ----------� -- - - ---- MATCH EXIST. WITH (3) 2x6 (3) 1 /4"x 5 1/2" LVL\ (3) 2x6 � TYPICAL STAIR NOTES: 1/2/18 PERMIT SET R-50C, IN5UL., TYP. Tw21 42 TW21042-2 TW21042 I. 8 1/4" MAX. R15ER HEIGHT, Q" MIN. TREAD DEPTH AS PER 2016 NY5 4x4 POST 11'-42' q'-32" b'-q2" 4x4 POST CODE SUPPLEMENT SECTION 311.1.5.1 AND 311.1.5.2. (ALIGN WITH POST ABV) 4�' (AL16N WITH POST ABV.) 2. PROVIDE N051N65 A5 PER 2015 IRG CODE SECTION 311.1.5.3 TREAD Project No. I"1-IIB DEPTH SHALL BE 11" MIN. WHERE NO NOSING 15 PROVIDED. 31'-112" PROPOSED ADDITION t 12'-32" 3. PROVIDE ILLUMINATION AT STAIR AS PER 2015 IRG CODE R311.1.a. PREPARED EXCLUSIVELY FOR SCTM #: t 12-2 4. HANDRAIL REQUIREMENTS: A5 PER 2015 IRG CODE SECTION 83113.8, HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES 1000-110-1-2 NOTE: AND 38 INCHES, MEASURED VERTICALLY FROM THE SLOPED PLANE state: AS, NOTED G.G. SHALL SET NEW HALL'5 PLATE ADJOINING THE TREAD NOSING, SHALL BE PROVIDED ON AT LEAST HEIGHT AT T-6' (TO MATCH EXISTING ONE 51DE OF 5TAIRWAY5. ALL REQUIRED HANDRAIL5 SHALL BE ADJACENT) AT PROPOSED ADDITION CONTINUOUS THE FULL LENGTH OF THE 5TAIR5 WITH FOUR OR MORE Drawn By: PLS R15ER5 FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER OF THE TOTAL # OF BEDROOM5 PRIOR TO ADDITION= 5 FLIGHT. EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL Dd&ate: TOTAL # OF BEDROOM AFTER ADDITION = 4 P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL NO ADDITIONAL. BEDROOMS PROPOSED DUE TO ,ADDITION. SHALL HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES BETWEEN THE WALL AND THE HANDRAIL. 5. FURNISH It INSTALL GUARD RAILS $ WOOD 5PINDLE5 SPACED 50 AS NOT TO PERMIT PA55A6E OF A 4" DIA. SPHERE, IN COMPLIANCE WITH 2015 IRG CODE SECTION R312. ��2 A � 4 � `✓O�I FLOOR FI A EXISTING DWELLING = t 1,446 S.F. PCO,. North L•• I � PROPOSED ADDITION= 640 S.F. SCALE: I/411= I'-O" TOTAL HABITABLE SPACE= t 2,086 S.F. DO NOT SGALE PRI NT5 TYPICAL ►T NEW APPLIED ROOFS: PROVIDE 2x VALLEY PLATE WIDE ENOUGH TO AGGOMMODATE E L THE RAFTER END GUT DIMENSION. NO ROOFING MATERIALS TYPICAL ROOF CONSTRUCTION FOR METAL ROOF SHINGLES, MINERAL-URFAGED ROLL ROOFING ARE TO BE: INSTALLED UNDER AREA OF LAYOVER. G.G. 5HALL IN5TALL (2) LVL SLATE 5LATE-TYPE 5HINGILE5, WOOD 5HIN6LE5, WOOD SHAKES, METAL PANELS: GONTRAGTOR SHALL REMOVE ALL ROOFING MATERIAL DOWN ROOF RAFTER5 DIRECTLY ARCH 1 TEGTURE, PLLG OVER HALL TO PLYWOOD 5HEATHIN6 IN AREAS BELOW NEW APPLIED P05TED AT BO H E D5.0D' TABLE Rg05.1.1 (1) UNDERLAYMENT TYPES: ROOF. FURNISH 4 INSTALL GALVANIZED METAL 5TRAPPIN6 • UNDERLAYMENT SHALL BE A5TM D 226 TYPE 2 OR A5TM D 4868 TYPE 4 OVER 5HEATHIN6. PH: 631.516.5518 BY "SIMPSON" AROUND VALLEY PLATE TO ATTACH APPLIED ROOF RAFTERS TO MAIN ROOF. MAINTAIN VENTILATION AT FAX: 631.475.2150 LAYOVER ASSEMBLY. --------------------- ----------- - ————————————— TABLE Rg05.1.1 (2): UNDERLAYMENT APPLICATION: 4x4 POST 4x4 P05T I • FOR ROOF SLOPES OF 2:12 TO 4:12, UNDERLAYMENT SHALL BE (2) LAYERS APPLIED IN THE E: DSTEISELOOPTONLINE.NET u� FOLLOWING MANNER: APPLY A la" STRIP OF UNDERLAYMENT FELT PARALLEL TO AND WWW.DIESELARGHITEGTURE.VPWEB.GOM RI06E BOARD I COLLAR TIES: I I 5TARTIN6 AT THE EAVES. 5TARTIN6 AT THE EAVE APPLY 36" WIDE SHEETS OF UNLE55 OTHERWI5E NOTED, GOLLAR TIES ARE TO BE UNDERLAYMENT, OVERLAPPING 5UGGE551VE SHEETS IT, AND FASTENED SUFFICIENTLY TO PLAGED IN THE UPPER THIRD OF THE ATTIG 5PAGE, A5 PER HOLD IN PLAGE. 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 DETAIL 3.IOG 4 5EGTION 3.2.6.1 OF THE 2015 WFGM. I • FOR ROOF SLOPES OF 4:12 OR 6REATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN A RIDGE BOARD MAY BE USED IN LIEU OF A RIDGE BEAM I +,s I �y`� I THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED 5HIN6LE FASHION, PARALLEL TO ON ROOF SLOPE5 GREATER THAN 3:12. (WFGM 2015 'y�A X Q I AND 5TARTIN6 FROM THE EAVE AND LAPPED 4". END LAP5 SHALL BE 4" AND SHALL BE PROJECT TITLE:: 5EGTION 3.5.1.4) I �Py �' EX15TINO ROOF I �� i OFFSET BY 6 FEET. G.G. 5HALL REPLACE I AD D I T I O I V I 'P I UNDERLAYMENT, FLA5HINO, RlDGE VENTS I TABLE Rg05.1.1 (3) UNDERLAYMENT ATTAGHMENT: INTERIOR ALTERATIONS $ ROOFING WITH NEW. I • THE UNDERLAYMENT SHALL BE ATTAGHED WITH GORR0510N-RE515TANT FASTENERS IN A GRID PATTERN OF 12" BETWEEN 51DE LAPS WITH A 6" 5PAGIN6 AT THE 51DE LAPS. 4x4 P05T 4x4 P05T I • UNDERLAYMENT SHALL BE ATTAGHED USING, METAL OR PLAST I G GAP NAILS OR GAP STAPLES I I WITH A NOMINAL GAP DIAMETER OF NOT LE55 THAN I". METAL GAPS SHALL HAVE A THIGKNE55 OF AT LEAST 32 6A. SHEET METAL. POWER-DRIVEN METAL GAPS SHALL HAVE A THIGKNE55 OF 0.01". MINIMUM THIGKNE55 OF THE OUT5IDE EDGE OF PLA5TIG GAPS SHALL BE PROJECT LOCATION: I 0.035". THE GAP NAIL SHANK SHALL BE NOT LE55 THAN 0.083" FOR RIN6 SHANK GAP NAILS W AND O.Ogl" FOR SMOOTH SHANK GAP NAILS. STAPLES SHALL NOT BE LE55 THAN 21 6A. GAP 1165 WE5T ROAD, I o NAIL SHANK AND GAP STAPLE LE65 SHALL HAVE A LENGTH 5UFF I G I ENT TO PENETRATE EXIST R.R. 4x4 POST ex1sT R.R. THROUGH THE ROOF 5HEATHIN6 OR NOT LE55 THAN 3/4" INTO THE ROOF 5HEATHIN6. C►UTGH®SUS, NY I I X35 12 z 12 I ± 8.5� I w I I I Rg05.1.2 IGE BARRIER: D�516N R: J +�S ¢ IGE BARRIER SHALL BE INSTALLED mak ¢ I MINERAL-URFAGED ROLL ROOF N6��ATE AND SLATE-TYPE 5 IN6LE SASPHALT 5HINC-2LE5, METAL ROWOOD 5HIN6LE5 AND LCY PE5I 6N6ROUF T NEW ROOF OVERLAY EXI5TIN6 BRICKtip' Qi ' I CHIMNEY TO BE � of QpI WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF 151 LAAYETTE ST., 2ND. PL., 's� < EXTENDED �� X I UNDERLAYMENT GEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET x � I SHALL BE USED IN PLAGE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWE5T EDGES NSW YORK/ NY 10013 EXIST R.R. I OF ALL ROOF SURFACES TO A POINT NOT LE55 THAN 24" IN51DE THE EXTERIOR WALL LINE OF '.� THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8:12, THE IGE BARRIER LOIS 1 J YOH EXISTING RIDGE EX15TINO RIDGE SHALL AL50 BE APPLIED NOT LE55 THAN 36" MEASURED ALON6 THE ROOF SLOPE FROM THE M11) 543-3552 SAVE ED6E OF THE BUILDING. fi-1-, • EXGEPTION: DETAGHED AGGE55ORY 5TRUGTURE5 NOT GONTAINING GONDITIONED FLOOR EXIST R.R. 4tiP `'+ L sT y AREA. BEEAL AND 91 6NATURES: TABLE R6105.1.5 T j NAIL REQUIREMENTS FOR WOOD 5HAKE5 AND WOOD 5HIN6LE5 SHAKES NAIL TYPE MINIMUM MINIMUM 1 a AND MINIMUM HEAD 51ZE SHANK DIAM. Qr �� 4x4 P05T �� LENGTH Tq 03045 NEW 2X10 R.R. ® 16 O.G. NEW 2X10 R.R. I6 O.G. 18" 5RAICHT-SPLIT 5d BOX 13/4" 0.161" OS" TF OF NA 12 12 b.5 18" AND 24" bd BOX 2" 0.161" .06115" NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 HAN05PLIT AND BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION I AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER'S RESAWN RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 6.C. 5HALL IN5TALL (2) LVL G.G. SHALL INSTALL (2) LVL 24 TAPER-SPLIT 5d BOX 13/4 0.161 .08II THE GOVERNING BUILDING DEPARTMENT. THE ROOF RAFTERS DIRECTLY ��` + I ROOF RAFTERS DIRECTLY ARGHITEGT DOE5 NOT REGOMMEND AND DOES NOT OVER BEAM BELOW, P05TED OVER BEAM BELOW, P05TED18" AND 24" TAPERSAWN bd BOX 2" 0.161" 06115" 6UARAINTEE THAT 50LELY BY THE PREPARATION OF AT BOTH ENDS. \ + �'< AT BOTH EDS. THESE PLANS 5HALL GON5TRUGTION OGGUR. CONTINUOU5 IGE SHIELD BARRIER PROP05ED 'S',P 4x4 POST FROM FA56IA TO 2'-0" BEYOND SHINGLES Issues and Revisions ROOF PLA5HETE. REFER TO DETAIL, THI5 Date Issues and Revisions .i Ib" AND IS" 3d BOX I I/4" 0.161" 08" 7/20/1-7 EXI5TIN6 GODITION5 �. 4x4 P05T N ��J 3/7/17 PRELIMINARY DESIGN 24" 4d BOX 1 1/2" 0.161" .08" (NOT FOR GON5TRUGTION) � UN +, O = i/ 8/61/17 PRELIMINARY DE51ON 4 n ��' I 4x4 P05T t 72 INSTALLATION NOTES: q/14/I� CLIENT REVIEW � y'P I I. WOOD SHINGLE ROOF SHALL GOMPLY WITH ALL (NOT FOR CONSTRUCTION) 4x4 POST I PROVISIONS OF 5EGTION Rg05.1 1/2/18 PERMIT SET 2. WOOD SHAKE ROOF SHALL COMPLY WITH ALL m PROVISIONS OF SECTION R 805.8. Project No. I„ NEW WOOD 5HAKE5 / 5HINGLE5 1„ FLAT ROOF GON5TRUGTION WERE THE ROOF SIGH 15 LE55 THAN 3:12) 51-q TYR A5 PER HOMEOWNER OVER UNDERLAYMENT. -a2 (Rg05.g TO Rg05.15): PREPARED EXCLUSIVELY FOR SCTM #: EXTERIOR GRADE � GONTINUOUS RUBBERIZED ROOF MEMBRANE TO GOVER 1000-I I O-'1-2 ENTIRE ROOF (PITGHED 1/4" PER FT. MIN) OVER 1/2" COX 5HEATHIN6, ROOF RAFTERS @ 16" O.G. $ RAFTER TIES A5 PER DETAIL SHEET. scale: A5 NOTED Drawn By: PLS Date: 7/10/17 A -- ROOF FLAN Pro). North DWS. � 0P 11 SCALE: I/4"= I'-O" DO NOTSCALE PRINTS EXIST. BRICK NOTE: CHIMNEY TO BE ALL CONNECTIONS TO CONFORM TO EXTENDED 2015 N.Y.5. BUILDING CODE. SEE SHEET A-I 4 A-a FOR DETAILS. (2) 2x12 RIDGE WITH CONTINUOUS TYPICAL NEW ROOF CONSTRUCTION RIDGE VENT NEW WOOD 5HAKE5/5HINOLE ROOFING RGI"�ITEGTURE, PLL.G OVER UNDERLAYMENT W/ ICE 4 REFER TO DETAILS FOR SILL WATERSHIELD TO EXTEND FROM THE RIDGE RIDGE _ __ EAVE'5 EDGE TO A POINT AT LEAST PLATE TO FOUNDATION Ptd: 651.816.5518 •�--- -- �-- -- -- -- -- -- -- -- - 24" INSIDE THE EXTERIOR STRAPPING WALL LINE PROP05ED 2xb P.T. G.T. a Ib" O.G. OF THE BUILDING, 1/2" GDX SHEATHING, PAX: 631.415.2150 TO BE PLACED IN THE UPPER THIRD 2x10 ROOF RAFTERS ® Ib" O.G. 4 OF ATTIC RAFTER TIES AS PER DETAIL SHEET. E: DSTEISELOOPTONLINE.NET `f 12 CONTINUOUS ICE SHIELD TO EXTEND TO RIDGE FOR 2 12 TO 4.12 ROOF ± 8 5 PITCHES WWW.DIESELARGHITEGTURE.VPWEB.GOM Q 2x10 G.J. ® Ib" O.G., BRID MIDSPAN I/2" GYP. BD I10I WAYERLY AVE., HOLT5VILLE, NY 11142 TTIG iy ++ 5GIA/5OFFIT/FRIEZE ARD DE IL TO MATCH EXI5TI G WITH ++ R-IQ STYR AM IN5UL. GAFF L5 CONTINUOUS BATT INSUL. EAVES P 2015 NYS REE IDENTIA1 PROJECT TITLE: (UNFAGED) SHALL BE INSTALLED GODE, SECT N1102.23 402.23) ABV. G.J. 4 PERPENDICULAR TO G.J. TYPICAL I TI ON A=ATTIC __ GEILINO __ ALUMINUM SEAMLESS TTERS TOP PLATE- LEADERS, SIZED 4 PIT ED A5 INTERIOR ALTERATIONS PER NYS BUILDING GODE, T LE PI106 w RELOG \ ' D Y TL.' PROP05ED z Q ` �` >�A C `� FI OR SELECTION Y OWNER CEDAR SIDING, Q R IS P. Q INFILTRATIONBA1/2" e z . �EDRO M,'�4 �; MASTER „ Q . U O 3/ TBG PLYWOO D SHEATHING, 2) 2 , 2x - T'_ `� \ Z (5GREW d GLUE), 2x10 p G.H. = -4 BATHROOM SU R-1 IST5 ® 16" o.r CROS PROJECT LOCATION: STUDS ® Ib" O.G., I 2x Bo OM ++ �\ �� ; BR LOINI ® 8'-O" O.G MAX. PLATE, 5 BO. - IN ULA d % ,' ` ' ` ' _< 1165 NEST ROAD 8 � I/2" GYP. B 0 , -- , (2) I /34"x a 1/ °;AVL SECOND FL. C UTGHOCUE, W 1 I�55 °- EILIN& 3/4"x a 1/4" LVL- (2) 1 3/4"x 9 1/4" NE N1 6511 TO MA o PROP05ED PROP. PROP05ED } PROPOSED o HALL E 15TI 1Y COVERED MUD RM. FOYER v COVERED BE IVIS ED EGTE G DAR z z DESIGNER: INF 10 BA 1ER v2 b ORGH PORCH o o LVY DE51ON6ROUP CAV' 151 LA�AYETTE ST. 2ND. �L. STUDS x OM to m WITH I" THICK CONTINUOUS PLATE, 5 1/2" (R-21) INSULATION, „ N - RIGID FOAM IN5UL, R-5. 1/2" GYP. BD. PRESSNEA URE b (K �! NEW 5/4 x b �/�� / �/ 2x8 P.T. D.J. ® Ib" O.G. W/ PRESSURE 2x8 P.T. D.J. ® Ib" O.G. W/ NEA 1 ORIS, W 10015 TREATED TREAD BRIDGING ® MID5PAN LOUIS YOB FIRST FL. (EL. 16.7) BRIDGING ® MIDSPAN DECKING. DEGKING. t5� (2) 2x8 P.T. (2) 2x8 P.T. 22+1 GRADE r - R-30 BATT IN CAVITY _ ., = Ml�) 845-5552 r• PROPOSED GRAWL SPACE m . m mSEAL AND S I MSNATURE: 18" x 18" 1/2" PREMOLDED 18" x 18"Ll NEW 4x4 PRESSURE TREATED POSTS ON P.G. E� ARC h'j . FOOTINGS TO EXTEND 3'-3" BELOW GRADE, 4 c.,� JOINT FILLER, TYP. 6ALV. METAL GLIP GONNEGTORS A5 PER DETAIL, f/ STF�S SHEET A-9, TYP. (BOTTOM OF FTC-7-5 TO REST ON �� (2) 2xb PRESSURE TREATED SILL PLATE BOLTED W/ UNDISTURBED 501L AND/OR 100% COMPACTED t n STEEL BOLTS A5 PER TABLE 3.2B, SHEET A-1 B 12" FROMFILL WITH MIN. 3,000 PSF SOIL BEARING in EA. CORNER W/ TERMITE SHIELD SILL SEALER TVP.- CAPACITY TYP. Y -�' REFER TO ANCHOR BOLT DETAIL SFT A-1 Q, I� +' FINISH FLOOR SELECTION BY OWNER OVER 0304 0 O NEW SLAB (TYPI (IN COMPLIANCE WITH 2015 IRG, SECTION R50b): 3/4" T$6 PLYWOOD 5UBFLOOR (5GREW d TgTFOF 4" POURED GONGRETE SLAB REINF. W/bxb WI.4x WIA WELDED WIRE GLUE), 2x10 FLOOR JOISTS ® Ib" O.G. W/ MESH OVER GLASS I, 0.0 MAX. VAPOR RETARDER. REFER TO 2015 GR055 BRIDGING ® 8'-0" NOTE: BY INCLUSION OF TH15 NOTE, THE OWNER HA5 IRO, TABLE 8402.2, SHEET A-I FOR GONG. STRENGTH. � BELOW SLAB: b" MIN. THICK BASE COURSE CONSISTING OF GLEAN MEMBRANE WATERPROOFING OVER FIBER MESH OVER NEW 8" BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION GRADED SAND, GRAVEL, CRUSHED STONE OR GRU5HED POURED CONCRETE FOUNDATION WALL ON Ib"x8" OP. POURED ANWOR DEMOLITION WORK, IT 5HALL BE THE OWNER'S BLAST-FURNAGE SLAG PASSING A 2" SIEVE SHALL BE PLACED ON GONG. FTG. REINF W/ (2) #4 REBAR, ON UNDI5T. 501L (2000 THE PREPARED SUBGRADE. PSF BEARING CAPACITY), TVP. (PROVIDE (2) GOATS RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE ARGHITEGT DOE-5 NOT RECOMMEND AND DOES NOT WATER WATERPROOFING MEMBRANE WHERE NEW A EXIST.FOUNDATIONS MEET, TYP) BOTTOM OF NEW FOOTING TO MATCH ELEVATION OF BOTTOM OF EXISTING FOOTING GUARANTEE THAT 50LELY BY THE PREPARATION OF SET TOP OF NEW FOUNDATION WALL 50 AS TO ENSURE THESE PLAN5 5HALL GON5TRUGTION OGGUR THAT NEW FINISH FLOOR ALIGNS WITH EXISTING ADJACENT FIN. FLOOR. Issues and Revisions Sf=GTI 0N "A-A " Date Issues and Revisions '7/20/1-1 EXI5TIN6 CONDITIONS 8/7/1-1 PRELIMINARY DESIGN (NOT FOR CONSTRUCTION) (3) IOd NAILS DOUBLE TOP 8/9/1-t PRELIMINARY DE51ON DOUBLE EACH 51DE OF PLATE MAX. D SIMPSON STRONG TIE L STUD STUDS 640 9/14/1'7 (NOT FOIENT R CONSTRUCTION) FROM &ALV. METAL STRAP L�r3 L/3 SUPPORT i 1-0 L/3 @ Ib" O.G. 1/2/18 PERMIT SET NO I WALL STUD (2x(b 5TUD5 = SPb) TD/6 Imo—NOTCHES ► �D� D D/3 I I D PERMITTED MAX. MAX, TOP PLATE TOP PLATE TO STUD CONNECTION ® Projed No. 11-115 I I I I CORNER AND PARTITION POSTS D/6 MAX. &ABLE END N4LL ® 16" O.G. I I 11 D/3 RAFTER/ GEILING J015T5 BORED SGALE: N.T.S. SCALE: N.T.S. MAX. HOLE MAX SINGLE EXCLUSIVELY FOR SCTM #:PREPARED EXCLUS DIAMETER STUD 1000-110-�-2 . FLOOR J1015T - CENTER GUTS 40 PERCENT I"x 4" WOOD OR OF STUD APPROVED METAL Scale: i45 NOTED L DEPTH STRAPS AT 450 TO EXTERIOR OR L/3 ►� �-- L/3 p/3 600 AN6LE5 FOR BEARING WALL MAX. Ib" STUD SPAGING LET INTO NOTCH 50 I I D/4 MAX. IN.8 Drawn By: DLS NO MIN. STUDS, TO BE L.�--NOTCHES—� a ATTACHED WITH MAX OF THE �— I PERMITTED I D EDGE 2-8d COMMON NAILS 5/8 IN. MIN. PLATE WIDTH To EDGE PER STUD 4 TOP Ib GAGE (0.0054 Date: "i/10/1'7 D/4 MAX. I I NOTCH MUST ORED HOLE BOTTOM PLATES. IN) AND 1.5 IN. NOT EXCEED MAX. DIAM 60% WIDE METAL TIE 25 PERCENT OF DOUBLE APPLY APPROVED 5HEATHINO OR BRAGS ACROSS AND TO FLOOR JOIST - END GUTS OF DEPTH D BORED HOLEDS DEPTH EXTERIOR WALLS WITH I"x 4" DIAGONAL BRACES EACH SIDE OF THE SHALL NOT NOTCH WITH b - 16D 2 IN. MIN. BE LOCATED IN THE LET INTO STUDS AND PLATES AND EXTENDING FROM TOP PIPE OR GROSS SECTION H CUT SAME FROM BOTTOM PLATE TO TOP PLATE OR OTHER TOP LATES NAILS EACH SIDE AND D (ACTUAL GONDUIT OR NOTCH IN STUD APPROVED METAL STRAP DEVICES INSTALLED IN PIPE BOTTOM ACCORDANCE WITH THE MANUFACTURER'S �\�z A OF JOIST DEPTH) NOTCHED $ BORED HOLE L I M I TAT I ONS SPECIFICATIONS. SEE SECTION R 602.10. TOP PLATE FRAM I N6 TY'P. JOIST NOTCH I NC DETAIL (2015 N`I'5 GODS, FIC URE R502.8) FOR INT. NONBEARING HALLS LET-IN-BR�GIN6 N�L.L DETAIL TO ACCOMODATE PIPING Prod. North DNC. I O OP I� n n 077LE: N.T.S. SGALE: N.T.S. \---/SGALE: N.T.S. SGALE: N.T.S. DO NOT SCALE PRINTS EXIST. BRICK CHIMNEY TO BE EXTENDED WITH MATCHING BRICK, TYP. COPPER STEP FLA5HIN6 Q AT BRICK TO ROOF RIDGE INTERSECTIONS, TYP. CONTINUOUS RIDGE VENT, TYP. DETAIL TO MATCH REAR OF ARGHITEGTURE, PLLG HOUSE WITH FLA5HIN6 AS NEW WOOD SHAKES / SHINGLES QUIRED. AS PER HOMEOWNER OVER 12 UNDERLAYMENT. PH: 631.816.5518 EXI5TINO ROOF ± a ICE AND SNOW FAX: 631.415.2150 O.G. MBRANE AT ALL SHALL REPLACE STARTER COURSES, H POSF E: DSTE15EL6�OPTONLINE.NET UNDERLAYMENT, It VALLEYS FLA5HIN6, RIDGE VENTS ' �y 8 ROOFING WITH NEW. ".D I ESELARGH I TEGTURE.YPWEB.GOM FA5CIA/5OFFIT/FRIEZE BOARD +' DETAIL TO MATCH EXISTING. EXI5TINO ROOF ` G.G. SHALL REPLACE 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 UNDERLAYMENT, ATTIG _- FLA5HIN6, RID6E VENTS CEILING ROOFING WITH NEW. LINE OF EXISTING ROOFALL NEW WINDOWS ARE PROJECT TITLE: � "ANDERSEN'TO BE REMOVED ____ - DOUBLE PANE LOW "E" w 0 O O O O O D 0 6LAZINO. ALL WINDOWS FLASHED PER MF INTERIOR ALTERATIONS v MFG.. SPECIFICATIONS, TYP. x EXI5TINO ROOF 6.G. SHALL REPLACE CONTINUOUS ALUMINUM O T 04 o TH21042 Tkt2 04 O O TN2 04 D UNDERLAYMENT, O RPL MN FLA5HROOF INe AT INTERSEGTIONSLL OIYP. FLASHIN6, RIDGE VENTS 0 PL MN 0 4 ROOFING WITH NEW. RAILING DETAIL TO SEGOND FL. - -- - - MATCH EXI5TIN6 - - - - - - - - - - - - -- - - - - - ---- - - - - - - F - - - -- - - - - - - ---- - - - - - -- - � EXISTING ROO PRO GT LOG�TION: GEILIN6 -_ - '" - - - - - --- - - ---- - - - - - - � G.G. SHALL REPLACE T 11 ii I I I I I I I I I I I I 1 11111111111 1 1 1 1 \1 \ I I I I- UNDERLAYMENT, 1165 Y�4JT R®l"�� - - - --- - - - - - - ---- - - - - _ _ __ _ _ _ _ _ _ _ FLASHING, RIDGE VENTS --------- i = --I _ - = N II O 1 11 II 11 I II I III ii ilii II I I I I I , I IIII II II I I I III I �I I IT dJ rT ! I� i I 1 1 i I TW2 21 i 1 I II REM I 8 _2 � EXIST. WINDOW TO BE NEW 6" DIAM. WOOD I I I I I I IIII Ii III= REPLACED, TYP. COLUMNS TO MATCH II i;)ES,ICNER EXISTING, TYP. i i IHI i III I FIRST FL. (EL. 16.7) EXISTING WINDOWSRS/DOOi I I I I ; II II NEW SIDING PER TO BE REMOVED. WALLS it HOMEOWNER OVER AIR INFILTRATION BARRIER, HI W -- -- BE FILLED IN FLUSH TYP. I5I LA�AYETTE ST. 2NP. PL. _� (Y WITH LIKE MATERIALS. �_________________� , , II I I I NEIN YORK, NY I00I5 I I I I I II I I I 11 I I I I I EXISTING DECK TO BE IPOSTS SET IN 6ALV. i i REMOVED. NEW WOOD LOUIS `YOH I 1 n l u I u II u I u l u I u II " n I I u lu I I FRAMED DECK, Ml) � �-��METAL ANCHOR ON P.G. L3 I ROOFED OVER. I ----- ----I - '-- I ---- - FOOTIN65 3'-3" MIN. I BELOW GRADE (TYP) I I I I I 31'-II " PROPOSED ADDITION ' NEW POURED GONG. ' EXISTING FOUNDATION FRONT ELEVATION I i FOUNDATION WALLS t ; ; WALLS 6 FOOTIN65, TYP. SEAL AND S I C NATURE: I I FOOTINGS, TYP. I I rL-------------------r1-------------------------------------------------------------TL---------------------------------------------------1----------------------------------------------------------------i SCALE: 1/411= I'-O" L--------------------i---------------------------------------------------------------- -------------------------------------------------------- --------------------------------------------------------------1------- �FaSD ARC, PROPOSED ADDITION � a COPPER STEP FLA5HIN0 / = CONTINUOUS RIDGE VENT, TYP. NEW WOOD 5HAKE5 SHINGLES AT BRIGK TO ROOF Q AS PER HOMEOWNER OVER ,9 03043$ y0� INTERSECTIONS, TYP. n UNDERLAYMENT. �cS' Qa _- - IDLE - TFOFN EXIST. BRICK -- CHIMNEY TO BE ' EXTENDED EXISTING ROOF NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 G.G. SHALL REPLACE BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION UNDERLAYMENT, ANWOIR DEMOLITION WORK, IT 5HALL BE THE OWNER'S FLASHIN6, RIDGE VENTS RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM ff ROOFING WITH NEW. ' 12 N w THE 60VERNING BUILDING DEPARTMENT. THE + II 5 0 ARGHITEGT DOES NOT RECOMMEND AND DOES NOT GUARANTEE THAT 50LELY BY THE PREPARATION OF I TO MATG EXIST. � � THESE PLANS SHALL CONSTRUCTION OGGUR. o ICE AND SNOW MEMBRANE AT ALL ROOF Issues and Revisions STARTER COURSES, HIPS 4 VALLEYS Date Issues and Revisions I - TTIG-- 7/20/17 EXI5TIN6 CONDITIONS _ EILIN_6 ,, - 8!1/17 PRELIMINARY DESIGN -� (NOT FOR CONSTRUCTION) FASGIA/SOFFIT/FRIEZE 8/q/17 PRELIMINARY DESIGN MATCH EXEI5T N(5.o v p q/14/17 CLIENT REVIEW Q EXISTING ROOF (NOT FOR GON5TR ICTION) CONTINUOUS ALUMINUMG.G. SHALL REPLACE 1/2/18 PERMIT SET FLA5HIN6 AT WALL TO RPL MN � 0 RPL MN O O T 46 C� O T 46 I� � � SLASH K R DGE VENTS ROOF INTERSECTIONS, TYP. REFER TO FLAT ROOF It ROOFING WITH NEW. NOTE, 5HT. A-5. _SECOND FL._� � Project No. I"'7-Il�j L L I I _CEILING PREPARED EXCLUSIVELY FOR SCTM #: LLLL REPLACE ALL EXISTING -'"` - =A � ; :� ,,,_�: 1000-I 10-"1-2 COLUMNS WITH NEW 6° _.a' y.. •." 4^ NEW SIDING PER . ' �.�� .'``� c1;�;;�'�� •�rc,�,,�; HOMEOWNER OVER AIR DIAM. WOOD COLUMNS YKw`i 4: ,,,•r � INFILTRATION BARRIER, TO MATCH EXI5TING ie4• „y?rr Wit';, f'" "•� `r'. TYRAS NOTED TYP. ..o',:yvi v+�!' Yn�.. .'.,St•: .yea•§�`:�:�.a; .'a'.i ••r y��d�..:el y'�. di+�'. r',..r'.1�ti .<y Sy:J'�` 'H RAILING DETAIL TO " �a :,h1��i4 MfA�. y3' r: `�>•T .i.h '.t. ,•,` �t t%. :R 1.' ,... 4��Vit. NEW 6 DIAM. WOOD Drawn By: DL5 MATCH EXISTING �a�">:r' �:r< COLUMNS TO MATCH -. •.:.'• . •�.�'� .� ' .:` EXISTING, TYP. •'4.di SrJ\` :ti i� .kms FIRST FL Date: 1/1087l >;>n' . ,:.•.. N = (EL. 16.70 I I I I I I II I I I I I I I II I I I NEW WOOD FRAMED DECK, ROOFED OVER. I x l 4 x 23o x d '4' 1 I I II I I I I I I I I I I I Iii I I I I I I � ,_____ _ .. POSTS SET IN 6ALV. I I I I I I I I I METAL ANCHOR, ON P.G. FOOTIN65 3'-3" MIN. 14' b1" PRCP05ED ADDITION BELOW GRADE (TYP)J2 Proj. North . EFT SC LE /ATI0 II'-b" PROPOSED SCREENED DECK A W7. I I 0 I I I I I I I __—___-------- I'-O" T SCALE: I/4"= ---------------------------------------------IL--------------iL-----------L __________________- I ---______ I I.. L----------------------------------------------L_______________L_____________L________________---_—______--�___________________— NEN O POURED GON6. FOUNDATION HALLS U FOOTIN65,FOOUPDO NOT SCALE PRINTS EXIST. BRICK CHIMNEY TO BE EXTENDED WITH MATCHING BRICK, TYP. COPPER STEP FLASHING Q AT BRICK TO ROOF RIDGE INTERSECTIONS, TYP. EXI5TING ROOF ARCHITECTURE, PLLG G.G. SHALL REPLACE UNDERLAYMENT, PH: 631.816.5518 FLASHING, RIDGE VENTS 6 ROOFING WITH NEW. ICE AND SNOW FAX: 631.4'i5.2a50 MEMBRANE AT ALL ROOF STARTER COURSES, HIPS � VALLEYS E: DSTEISELOOPTONLINE,NET ' WYNW.DIESELARGtfITEGTURE.VPWEB.GOM ` 1106 NAVERLY AVE., HOLTSVILLE, NY 11142 ATTIC - AILING ALL NEW WINDOWS ARE PROJECT TITLE: NEW S►DING PER ---- "ANDER5EN' UN I T5 U.O.N. W/ �p r - - - ADD I T1®N z HOMEOWNER OVER AIR r - I DOUBLE PANE LOW "E" INFILTRATION BARRIER, III O O r D 0 ' i i GLAZING. ALL WINDOW5 Tel,{, I,1 1 1 i I I MF FLASHED PER MFINTERIOR ALTERATION5 zcs G.. SPECIFICATIONS, TYP. N 111 i 1 ' CONTINUOUS ALUMINUM w 'I' TW3 46 i I RPL- MN 0 PL E D RPL MN 0L41, I i �LT44-2iI FLASHING AT WALL TO II ROOF INTERSECTIONS, TYP. _ _ _ _ _ - REFER TO FLAT ROOF il _- iII NOTE, sHT. A-5. PROJECT LOG�TION: 5EGOND FL. IE , FILING A/5OFFIT/FRIEZE �M. 5T ROAD �:::;, sA' x r�•!.�.,,•:�i,.'��.. rye; :*'?r' 1. Y; BOARD DETAIL TO y. .ry MATCH EXISTING. ':w lr:'r K - 1"` v 4 :rw`�. :.i:�•t' ,:.+- f: .vt•'e ^t"Ik-. .:.r•C: _ :.,,: t:e. y',t,'>`•t IIA J:;:rY. �::i .s;. 'T:n ♦)r .!�, J:.^. .lifi%•i,tr•' ,,.y,< •t•. ><.a .� - ,�:r��v,,,r :tM .r.t�'L c` .•x ],.y.-• .+.•rir:, d rs•V '�].' ... xs'::. 'r. G UTGH®�UE I r r�r. :t 4�'ht.�:s 'i^'f.: "=�?`T:�� .i. .,� .,{;: ,1:=i. X...h .,:1#�•. ',r. ,t. •:L •.'M1"+'ai :°Jti, :.p. -3�2, pa lw •:, n:n.•s�. �'iv�4`.�.r ,;r..sn;: .t. JC .!!..b".>]r.�•Y. vret:.:.e 3.t:. , `�;?.• �t� k �:.<a:.. dr:<r:., '9. ::].+kms ,„��,: �t,<. x],,,r :i .,•....r.rc. _�;�• ',� ..-v,t.; .,<.. :'� .:...•e:. .,,,r..-,r.." °•::: �. .r•- '~~,+< REPLACE ALL EXISTIN"G GOLUMN5 WITH NEW b �:,. �1:+= >„ ';,"•` DIAM. WO `•r:� =�s'�� 5..t'�,.� ;<�4� �•:�.�:r.- �., y- OD COLUMNS :trr'r ,:� '.L•?..•' }} : •,. ..o, .•io :mss.. z yE• h Surra`.` i. 6.!e v.]}rr..A•: •,;. _.Yom; .. , dw`=r': -ti?': ,e 4d• .L .JJ-;::' ].1's` .'�.:'a`� ':ti �\ :%C•V;... .�'.^.:..:�!7'� .<,. �, µ�.�_;, - t - .;••,, .,. st_;,•^..,, •:c,. .r:�. � it TO MATCH �- ><r`:' 3. _t. s'_,,,.,, . _ r.. <�,•.. t Y ,:.:.r. EXISTING •r ufi. ,•M •..�.�].r �r' .f.%'.,r rs, r•-4f 4;^:. .i^,•'r :r� ,•Z-4�`�' w� _ r� ..nYn e`.::v.J';s>r •k;e-^..:�' 'c:rr S\. •JY':t1Itir r ��,•• y.n.<i;.Kr. •:4.. •K >•!sz� w� Mrvri'•..<` ?r.` ;. �,,�w?S• ,t- yz' ,.yti^.Yri::s.. .•.Y'='�'<.:.W` y:."i:,?r:•• 2 y 5:;. .r,:-:.. .4 rrd;la ii �?,:"%�.:.,Yti' ':b:-t``- -t.w ,h`:.'!t� Q: .S•.::-•Y.. r`! ,�'.''';;: •,..i•{\, V.y �dr� y t •r�s„J'a]-h!.�.. .r.. ,$'*a't�'�t -'•*::,�t:4., ,,,�..�.,:;.;' TYP. wyyv.:t:u' ti:.�'N:r:}�:::;.i .N- ,ti'�:.��:`s,av^:` .,:•N.' J 7u•r1,•<5...: _ _ <r?,•'.,�;rt�3 _^?`?,+ ',r.i.�Vl}',�t..�,,z.+t� �F,triS;r .A,. `.d. - '�•'• ni:r r: -.4:'. ':iFu: ']'f.y. ]✓' "'r'l::.h.Y;�••::�i '.4i^:t.'L'ii].S `'::J..s". •'7 RAI u LING DETAIL TO ;� •.,� ,;:Y ...'•.: ::��. .r::•T -::,�;�: ,:..�;. ,':. .,:,K•.�. ,.h:: PL MNT PL EM PL MNT ..a ;., �.:,t•.. t<• ,...<•r•-',.,>4+.,::<^-,.,:'. ....k:-�•.r.: ..>.Yr.',' i;:!;`': %,art. t;.4.r. .�ti`�,.�'. a...• ...;�.. •;;yti:�;..e-'�.a •'�:, h-';SY. � "' ::.n"�:l•p •.G. �! _ -_.M. .rNr?.w'•,>:m., ::,< ;�,<h ..»F_•`4ror:'• ari;� rr n Nr!ry!� � r i�. ;, _ .r:;" ."S .r y]..,+Jxr: ei'!.•t'1• r,. 1.;•�cti'', :<hL:Y. ,?. z c't. .:r^•r.. n �:.,. A�. r;r t:. -t•�"r{.� "y-, '•.:va''1�.., .ate.'• t�;.r t••, DE51�NER: a-.4A•r:v•�fr, n.0 i<:... ^•]. 4..rJ`\� ,...;�-..�; . .�...; :��.-� �.:,;�,,:-:,•��:.�.• =�,1;.:�.. ..��. :.�. '' 'r''�.;�.:r.•:. ,•r r .��<..-• �•�•:-•]_�..c..•.i �x-.r�,• MATCH EXISTING '�ti� '4'.X ::l,i.' •;•:�`.r :.L.: =111 L' f !'.. •L .:ei: •L .t\,n 'tt,. ."4r. "''C. �Sy`2. Yea :.:s :h':, ..». Y<. t,, :�y1 .T:,..'!,'� ':arse. ^�• •y"''• �.:.. ''%N. ..'� .J� 't,,.ae :.r:r,. •.> G... �:V• >:i?!. 1.I ?e•:., ,J' 'i]j `y�� e••-,J.: S;r y:'•x�' rip.V,T xft; 'q. ''i•: t:.. x!'� ti!% :�. 'wv is-.bY, a]K< :l.c` �.f:P, -� vwt}. i' .�' .i::� ..0 _ ti!S�. fa�R •� •t f...:� 1 _ � �i :J:+' .r, 1.h-. .;< 10'4 .r +i`t'•` ,. r-'+r -.a Y'T• r. -.'4. �:vY '.:S zii, !tr.r,` �•t:� r:t: t- �s:� 'ir.;: Y},• .t. t t'.,.r;c tt. .q;t• •r Via.1 .'.,' �,r ;rtiu ;e9' - �!'�' rt'.,: st i `�- 1' +,'.' LGY' D51�N�R®UP PFf w4 .t. _y;�; �: r.tl }�. '. .. ;, „}• ...r. .;� 'tl•` -�' .4 FIRST FL. (EL. 16.7) ..._.� � .� .<,�; tr y,, :� }; .:�,. .r.. -,�' ` �-.� a � �•� -'�., .` �.-' -- -- i,;'+ L tL.c! :. r:'-64 .:n. �# :!YYIr .t„�;.<•2 .X,.<�`:'�aY eta`• �hY h. .e: '�]]� yy,. ?rke :+r! ''•Let •'L`�'” .tib. ','!twr ,�?;:. .i:l,;.:^.:l• —.r<,rJ, .s —:\r. : h-:��. \�, Z ^7- •::ii •�- f r ,1jJ,5 •''J.,•l .. •,4. f<bc i'• ,],V'. `;' �•(:'�:,�- -•(red• V:. ••�. t:i •\':` L.•4!. 'L:4. A� r,:lr.y�• eJ:t.:. ry,'v; f:a,' ; _ • .a 'i.i .a'tir , .. .v.- li w ISI LAPAYETTE 5T., 2ND. FL., ; NEN YORK, NY I00I5 I I I I I I I 1 I 1 I I I 11 I I I I I 1 1 1 I I I I I I I I I I I 1 I II I I I 1 1 1 1 1 1 LOU11 15 YOH I I I I I I I I I I I I I II I 1 I 1 I I I I I I I I I 1 I I I I I 1 I II I I I 1 1 I I I I I I 1 1 I I I I I I I I 11 I I I I I I I I I I I I I I I I I 1 I I I I II I I I 1 I 1 I I I I I I I I I I I 1 1 I I I II I I I 1 I 1 I I x ly REAR ELEVATION REPLACE ALL EXISTING 1 i i i I SEAL AND 516NATURE: � I i COLUMNS WITH NEW 6" DIAM. I-L__-_-T1--------------------WOOD--606VMNsrTG-MA-TGH------------------_ - ______--------------------------------------------ir--------------------------------------------------------------I_r.-_____Lr___-____________-_-J, SCALE: I/4"= I'-0" ------i--------------------.EX1511NG,-ZYP--------------------------------i------------------------------------------------------i---------------------------------- ---------L-------i------- �p ARC ST NEW WOOD SHAKES / PROPOSED ADDITION A5 PER HOMEOWNER VER UNDERLAYMENT. Q CONTINUOUS RIDGE PENT, TYP. RIDGE EXIST. BRICK CHIMNEY - - GOPPER STEP FLASHING STgTF OF TO BE EXTENDED WITH AT BRICK TO ROOF MATCHING BRICK, TYP. ; I INTERSECTIONS, TYP. THE OWNER HA5 EXISTING 8001` , NOTE: B'Y INGLU510N OF THI5 NOTE, G.G. SHALL REPLACE , BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION UNDERLAYMENT, _ v FLASHING, RIDGE VE S ' - AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S Q 4 ROOFING WITH NEW. 12 ' RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM ± 11.5 THE GOVERNING BUILDING DEPARTMENT. THE TO MATCH EX15T. I ARGHITEGT DOES NOT REGOMMEND AND DOES NOT ' � GUARANITEE THAT SOLELY BY THE PREPARATION OF O ICE AND SNOW -- - - - THESE PLANS SHALL CONSTRUCTION OGGUR. MEMBRANE AT ALL OF ___ ------- `. STARTER COURSES, HIPS d VALLEYS _ Issues and Revisions w �ATTIC -- I Date Issues and Revisions ILING �"—-- �I 7/�O/17 EXISTING CONDITIONS I. 801/17 PRELIMINARY DESIGN (NOT FOR CONSTRUCTION) LLI w FASCIA/SETAIT/FRIEZE O D D O 8/9/17 PRELIMINARY DESIGN BOARD DETAIL TO LTJ MATCH EXISTING. EXI5TING ROOF TW2 32 O O Tw2 032 O O TW2 32 O q/I 4/17 CLIENT REVIEW o � G.G. SHALL REPLACE CONTINUOUS ALUMINUM (NOT FOR CONSTRUCTION) UNDERLAYMENT, D PL MNT O RPL MN FLASHING AT WALL TO FLASHING, RIDGE VENTS ROOF INTERSECTIONS, TYP. I/2✓18 PERMIT SET 4 ROOFING WITH NEW. +' REFER TO FLAT ROOF �5EGOND FL. NOTE, SFfT. A-5. V CEILING NEW 510INO PER :��=�='''' �5�" ` '-Y`•-��f` REPLACE ALL EXISTING PREPAREID ia(CLUSI HOMEOWNER OVER AIR •;:;"�;�y�;:],w;r;,; -- VELY FOR SCTM #: INFILTRATION BARRIER art : '° ^ ' COLUMNS WITH NEW 6" ��;�;,�I w :tr.:.. .',• •,•� 1000-1 10-'1-2 �. t Rz :. TYP ,.,_. DIAM. WOOD COLUMNS %may-4Y "'z i.. :2r". 'iii4�s:�- �i•,•.. { TO MATCH EXISTING ��,:n.\:��ti.�y:Jn�it `]'. rt:•h,a`3 '.�y, :r�• T�17 + c-_ /� }� tl 1'An.�trr+7n't.+•b k't .1�:,; ✓�`;Lni`:r.'< `i 1 1 r. .�A�e: AS NOTED NEW b" DIAM. WOOD �: :.s < COLUMNS TO MATCH ` �'' �"`••�''' �" RAILING DETAIL TO MATCH EXISTING EXISTING, TYP. t. `:.� ';,: -t . .. •.,Y; �...; I,;: -.::'��• i�S :r+r'< X10< Drawn By: DL5 3:. •h Frei:' r_ ,s•: r• _� .r,:^.' .S:'`+r ;,:sc ,}•''• J„;tn�: �•- .=J'r r_;a ,i"�t' uy F I RST FL. (EL. 16.1) <;;' �` y-''.'z•a �"" —ICV 1L.1 ..! .rs r:� _?t'Y:'.' at .•r� v^, ;x� a:.ti.. .fes .h-' la. •�1. •r-4? `::lr t � , �•. .rte .'.. , t i, :. •Ir:,. ... r----- Date: 7/10/1'7 > I I I II I 1 I I I II I 1 I NEW WOOD FRAMED DECK, ROOFED OVER. I 1 I II I 1 I I I I I I 1 1 13 rr ” rr wr rr rr I 1 _x 30, �4_x 2�-1 _ 1 I I I 1 1 I I I 1 I I I 1 I I I POSTS SET IN GALV. I4'-61" PROPOSED ADDITION METAL ANGHOR, ON P.G. I ' I II'-5" PROPOSED 5CREENED DECK B FOOTINGS 3'-3" MIN. 10 R I CS T SCE I E ELEVATION BELOW GRADE (TYP) , ---------------------------T I I„--------------------------------------------1 Proj. North I I I I I 1 NEW POURED GONG. FOUNDATION SCALE: I/4"= I'-o" WALLS 4 FOOTINGS, TYP. DO NOT 50ALE PRI NT5 ANGHOR BCILT REQUIREMENTS: OF WALL EGZUAL5 T? OF VENT PIPE 4"O.G.NAIL SPACING IN5TALL ANCHOR BOLT5 WITHIN 12" FROM EA. GORNER TO EXTEND NOS' 4 #SHEATHING ROOF RAFTERS A5 PER MIN. 1" INTO POURED GONG. FOUNDATION WALL W/ 3.5" 50. I. ALL INTERIOR WALLS IN 1 1 I PLAN BATHROOM5 AND OTHER 2x6 INTERIOR FRAMING WA5HER5. ANCHOR BOLT5 SHALL AL50 BE LOGATED WITHIN HIGH MOISTURE AREA5 ® 16" O.G. L 6"-12" FROM THE ENDS OF EACH PLATE 5EGTION, A5 PER WFGM SHALL BE FINI5HED WITH I 1/2" 6YP5UM BOARD ARCHITECTURE, PLLG 5EGTION 3.2.1.1. REFER TO WFGM TABLE 3.2B, SHEET A-1 FOR MOISTURE RE515TANT ANGHOR BOLT 51 ZE i$ 5PAG IN OREQU I REMENT5. 6YP5UM BOARD 4 GEMENT (2) 2x4 TOP PLATES BOARD IN TUB 4 SHOWER. I VENT PIPE STACK PH: 651.816.5518 WALL STRUCTURE 2. LOAD BEARING WALLS (1) LAYER 1/2" GYP. BD. EA. A5 / PLAN 5HALL HAVE 50LID 51DE OF FRAMED WALL N.O.N. I PAX: 651.4'15.2,150 BLOGKIN6 PLACED ON PLANS) 2xb BASE PLATE BETWEEN STUDS @ 4'-0" � ' �'' : D5TE15EL®OPTONLINE.NET I , FLOOR 5TRUGTURE O.G. YERTIGALLY. x PLY. 5UBFLOOR WWW.DIESELARGHITEGTURE.VPWEB.GOM AS / PLAN \U� O.G. N.O.N. ON PLANS) 16.. (2)2xb P.T.51LL PLATE W/MIN. I 51NOLE FLOOR JOIST 2x4 OUTLOOKER5 I/2'DIA.ANCHOR BOLTS MAX. z PIPE UNDER 2x6 VENT 1101 WAVERLY AVE., HOLTSVILLE, NY 11'142 5PAGW A5 PER TABLE 328, INTERIOR WALL Sim son 5tron Tie SHEET A-I d 12"FROM EA. �, ;-- WALL BASE AS PER p S- CORNER and 3-1/2")4:3-1/2'x HOMEOWNER I H2a I/8'sq.WA5HER5 W/TERMITE GABLE END HALL—/ SHIELD a SILL 5EAL.ER M. FLOOR LINE --�� PROJECT TITLE: OE GONG. FOUNDATION I 1.REFERI TO CTION 2.1.3.46 k� ADDITION 4 A5 / PLAN ,LOFF THE WFGM `/ LIMIT5 ANCHOR 5OLT DTL TYPICAL N le! INT RIOR MALL DETOF OORNNT'PE 0ER5ECTION O x � INT RIO LT ,TIONS SGALE: 1/2"= I'-O" SCALE: N.T.S. NON-RATED SCALE: I-I/2"= I'-O" (TYPICAL) C); ALE: N.T.S. PROJECT LOCATION: 11°65 WE5T ROAD, (SIMPSON STRONG-TIE DBTI) TYP. ROOF CONSTRUCTION: CUTCH06UEI W 11�5� 21-011 ROOF 5HINGLE5 OVER 15# FELT L PAPER OVER �" GPX SHEATHING RAILINGARI E5 OVER ROOF RAFTERS. G CONTINUOUS ICE SHIELD BARRIER-- G/ L/3 —^ ALLOWABLE �— L/3 \�\ HOLE ZONE ARI FROM FASCIA TO 2'-0" BEYOND I PLATE. CONTINUOUS ICE SHIELD TO I/3 de t JOIST o �Z�zzmmmnm'"z p EXTEND TORIDGE FOR 2 : 12 TO DEQ.�' 16NER: _I POST � \ _4:12 ROOF PITCHES 2X4 LEDGER +°-�'� DE51 GN6R®UP ® (2) TOP PLATE (SIMPSON STRONG-TIE Hb) (51MP50N STRONG-TIE DRTb) _______ __, FA5GIA/50FFIT/FRIEZE BOARD ISI LA�AYETTE 5T., 2ND. -MIN. CLEAR DISTANCE BETWEEN HOLES= ° ® ° CEILING JOIST DETAIL TO MATCH EXISTING. �I II^I �,/ 2x DIAMETER OF THE LARGER HOLE 2X4 LOOKOUT I`�E `� 1 ®RK, NY 10015 NOTES: \ O/� �,/ I. HOLE(S) MUST BE LOCATED COMPLETELY IN THE ° ALUMINUM SEAMLESS 4" GUTTER, L`/'U I S 1 ®� � I/2" GYP BD SIZED 4 PITCHED A5 PER NY5 W ALLOABLE HOLE ZONE. BEAM DEPTH MAX IAMET�HOLE e0 BUILDING CODE, TABLE PI106b. 2. NO REGTANGULAR HOLES ARE ALLOWED. 5 EGOVE� I 0 ° VARIE5 VENTED VINYL SOFFIT (COLOR TO 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 31/2" -T 3/4" ° I 1 0 m 9 ° BE SELECTED BY HOMEOWNER) TYP 4. TABLE 15 VALID FOR 5146LE AND MULTIPLE SPAN ° o I ° °° 0 NOTE: UNIFORMLY' LOADED BEAMS ONLY. TABLE IS NOT 11/4"-q I/4 11/211 °a I °o °a. ALL GONNEGTION5 TO COiNFORM TO SEAL AND S I C NATURE VALID FOR CANTILEVER SECTIONS. q 1/2"- IV 2" as °°� �`� °0 ° m• N.Y.5. BUILDING CODE. 5EE 5HEET BATT IN5ULATION N.O.N) 5. HOLE LOCATION CLEARANCE AND THE EFFECTS OF °°� °a°° ° A-I FOR DETAIL5. ALUMINUM LEADER BEAM DEF.LECTION SHOULD BE CONSIDERED TO AVOID DEEPER THAN Ib' 3" , ® • 0 e 0 — NEW SIDING (TO BE SELECTED BY PROBLEMS WITH PIPING. (SIMPSON STRONG-TIE ABU44) 0 SEE PLANS 8 HOMEOWNER) �P`�B ARChV 6. DO NOT NOTCH, DRILL OR GUT 6P LAM LVL EXCEPT 0 WALL TYPES ' rFis�` A5 5HOWN IN THI5 DIAGRAM. FOR HALL 0 CONSTRUCTION (SIMPSON STRONG-TIE PG) (TMP) I �' +M,s / ALL.ONABLE HOLE5 IN OF LAM L\/L D GiG CONNECTION DETAILS TYPICAL B65 POST GAP BASE INSTALLATION RAFTER OVERHANG LIMITS -1 03043�y0¢ SGALE: N.T.5. N.T.5. SCALE: 1/2"=I'-O" F OF NE NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER'S RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM IN5ULATION AND FENESTRATION REQUIREMENTS BY GOMPONENT50 TABLE 402.1.2 THE GOVERNING BUILDING DEPARTMENT. THE 2015 EGGGNY5 ARCHITECT DOE5 NOT RECOMMEND AND DOES NOT GLIMATE ZONE 4 GUARANTEE THAT 50LELY BY THE PREPARATION OF THE5E PLAN5 5HALL GON5TRUGTION OCCUR. FENE5TRATION 5KYLI6HTb GLAZED GEILIN6 WOOD MA55 WALL FLOOR BA5EMENT6 5LABd GRAWL 5PAGE6 U-FAGTORU U-FAGTOR FENESTRATION R-VALUE FRAME WALL R-VALUEI R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE Issues land Revisions 5HG,G 'e R-VALUE 4 DEPTH Date Issues and Revisions CODE PRESCRIBED 0.35 0.55 0.40 411 20 OR 13 +5h 8/13 la 10/13 10, 2FT. 10/13 7/20/17 EXISTING CONDITIONS PROP05ED 0.30 WA 0.28 4q 21 WA 30 N/A WA WA b/1/1-1 PRELIMINARY DE51ON (NOT FOR CONSTRUCTION) 8/11/17 PRELIMINARY DE51ON 4T�DIAR.�F T (-4' 01A.R�T 4�IA��P T a.. R-VALUES ARE MINIMUMS. U-FAGTOR5 AND 5H6G ARE MAXIMUMS. WHEN IN5ULATION 15 IN5TALLED IN A CAVITY WHIGH 15 LE55 THAN THE LABEL OR DE516N THIGKNE55 OF THE ,1/14/17 CLIENT REVIEW ROOF (NOT FOR CONSTRUCTION) SATH #3 _ BATH #1 _ BATH #2 ��2"�!p`- ? -,___ 1n"DIA MASTER WET IN,5ULATION, THE INSTALLED R-VALUE OF THE IN5ULATION 5HALL NOT BE LE55 THAN THE R-VALUE 5PEGIFIED IN THE TABLE. T --- lie DIiQ. - - -, -_�'E►vr BATH BAR b. THE FENESTRATION U-FACTOR GOLUMN EXGLUDE5 SKYLIGHTS. THE 5HCG GOLUMN APPLIE5 TO ALL GLAZED FENESTRATION. EXGEPTION: 5KYLI6HT5 MAY BE EXCLUDED FROM 1/2/16 PERMIT 5ET t i- NT, 1 N�� i i i-----r---____ GILAZED FENESTRATION AND 5H6G REQUIREMENT5 GLIMATE ZONES I THROUGH 3 WHERE THE 5H6G FOR 5UGH 5KYLl6HT5 DOE5 NOT EXGEED 0.30. 11/2" DIA.--¢ ' I ' c.. "15/Iq" MEANS R-15 GONTINUOU5 INSULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-Iq CAVITY INSULATION AT THE INTERIOR OF THE BA5EMENT WALL. "I5/Iq" I I I I I I I I I I I I I I I/2" DIA. LAL I I/2" DIA. L 11/2"DIA. 11/2"DIA. 5HALL BE PERMITTED TO BE MET WITH R-13 GAVITY IN5ULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 GONTINUOU5 IN5ULATION ON THE INTERIOR OR EXTERIOR OF VI , AVI , I I AV WM I I '�� 51N1 THE HOME. "10/13" MEANS R-10 GONTINUOU5 IN5ULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 GAVITY INSULATION AT THE INTERIOR OF THE BA5EMENT WALL. TLT TLT I TLT ; ' TLT d.. R-5 5HALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED 5LAB5. INSULATION DEPTH 5HALL BE THE DEPTH OF THE FOOTING OR 2 FEET WHIGHEVER 15 LE55 Project No. 5EGOND FLR R 1/B SHR TUB IN CLIMATE ZONES I THROUGH 3 FOR HEATED SLABS. 3"DIA. 2" DIA• THERE ARE NO 5H6G REQUIREMENTS IN THE MARINE ZONE. 2' DIA. V. 2" DIA. 3" 2' DIA. G.O.F " DIA GO. DIA 5Te G.O.6O3 DIA.WAS r 3" DIAM.WA-`T� 3° DIA. f. NOT APPLIGABLE 3 DIA.WA5TE 3"DIA.WA5TE I 3' DIAM.WA I q NOT APPLIGABLE PREPARED EXCLUSIVELY FOR SCTM #: KITCHEN POWDER RM. Ti THE FIR5T VALUE 15 GAVITY IN5ULATION, THE 5EGOND VALUE 15 GONTINUOU5 IN5ULATION, 50 "13 + 5" MEANS R-13 GAVITY IN50LATION PLUS R-5 GONTINUOU5 IN5ULATION. 1000-110-17-2 eX15T'-"-G-� �r�"DSA__J F- I I. THE 5EGOND R-VALUE APPLIE5 WHEN MORE THAN HALF THE IN5ULATION 15 ON THE INTERIOR OF THE MA55 WALL. r EXISTING 5" DIA. I 3" DIA. Scale: AS NOTED I 51 K LAV I i i py,, TLT F.A.I. Note: x411 penetrations- pipe, cable, wire, Vents or other from conditioned space FIRSTFLR. I to unconditioned space must be foam sealed and insulated. All framing Joints located within Drawn By: DL.S EXISTING 2"DIDIA. r onditioned Space, with exterior ex o5ure to unconditioned s ace must be caulked. 3' G.O. EXISTING,4'DIAM.WASTE EXIST. 4" DIA.CAST � Date: "7/10/1'7 IRON HOUSE TRAP TO N.Y.S.APPROVED EXI5TING 5EPTIG SYSTEM GFI L AR FLUM5 I NO RISER D I AORAM Praj North DAIS. 15 O1 11 N.T.S. DO NOT 5CALE PRINT5 T`t'F I G A L_ AIR SF AL_ I N O DETAILS 2015 IECC TABLE N1102.4.1.1 (8402.4.1.1)AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA UN-GOND I T I ONED AIR A continuous air barrier shall be installed in the building envelope ARCHITECTURE, PLLG General Repiremeats The exterior thermal envelope contains a cwntinims air barrier Air-permeable insulation shall not be used as a sealing material Brows or joins in the air barrier shall be sealed PH: 631.816.5518 The air barrier in soffit shall be with the FAX: 631.4'15.250 ��NDITI ONED AIR UNCONDITIONED AIR g/ is insulation and my�� be seal The insulation in eny dined ceding/soffit shall be °� spaces a seal' ledwaudoors to or wrth-tire air border E: D5TE15EL@0PTONLINE.NET PROVIDE RIGID INSULATION IN CODE COMPATIBLE AIR TIGHT Cavities within Corneas and headers of flame walls shall be insulated HEADER VOID IG RATED RECE55ED FIXTURE The junction of the foundation and sill plata shall be sealed by n co the Caval with ematerial a W�VW.DIESELARGHITEGTURE.VPAEB.GOM (NON-GOMBU5TIBLE) p 7 therm 1 nflce of R-3 per inch minimum TYPICAL HEADER SIZE VARIES Walls Exterior thermal envelope insolation for filmed walls shall 1101 WAVERLY AVE., HOLTSVI LLE, NY 11142 COVER SEALED TO The junction of the top plate and the top exterior walls shall be sealed be installed in substantial contact and Continuous CONDITIONED AIR DRYWALL Wignment with the air bonier Knee walls shall be sealed Windows,skylights and seers Thobetween window/doorjambs and fmminy,and skylights PROJECT TITLE: and ung shall be sealed INSULATEDHRim Joists Rim joists shall inchide the airbarrier Riimjoists shall be insulated ADDITION � Floor of�floor°dto floor INTERIOR ALTERATIONS SCALE: N.T.S. SCALE: N.T.S. pm' =CtihnffUuMndqonide Floors(inchidmg above The air barrier shall be installed at any exposed edge of insulation framing cavitfy insulation shall be permitted to be m contact with garage and csatile:verad floors) on the �of floorfrsming from thcontinilous obottom twee top of all perimaw floor filming members Crawl space walls Exposed earth in unvented crawl spaces•shall be covered with a Where provided instead of floor insulation,insulation shall be class 1 vapor retarder with overlapping Joints taped permanently attached to the crawl space walls Shafts,p�etcations Duct shafts irt0ity penetrations and flue shafts opening to exterior PROJECT LOCATION: or unconditioned space shall be sealed //,,��,,,, I^I -� UNCONDITIONED SPACE Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be 1 165 NEST ROAD, 3/4" PLYWOOD SHIM filled by insulation that on installation readily conforms to the /� 1-1/4" OR LE55 APPLY Ar available cavity space C�UTCH06UE, NY 11X55 LOW EXPANDING image separations shall be provided between the garage and conditioned STUD WALL Spam FRAMING TYPIGAL _-- Recessed Recessed fixtures installed in the building thermal envelope Recessed light fn[tum installed in the thermal envelope ___ LOW EXPANDING litn8 shall be ed to the drywall shall be air tight and IC ratea Lyyo APPROVED SPRAY FOAM CAVITY INSULATION PROVIDE GAULKINO AT blatiot that oaround � ALL JOINTS AGAINSTCONDITIONED SPACE Phunbing wiring lurnbing• on shall be cut neatly m exterior walls or insulatton that on• on UNCONDITIONED 5PAGE PIPE PENETRATION teadrly pipavailable ace shall extend behind DE51�I�NER: FRAMING JOINT AT (VARIES IN SIZE) TO LV 1 DE516N5ROUP The air barrier installed at exterior walls adjacent to showers and tubs UNCONDITIONED ATTIC Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated 151 L VETTE ST., 2ND. L., PLATES (HORIZONTAL) d shall separate them from the showers and tubs VERTICAL JOINT MUST BE CAULKED Elactrrcal/phone box on The an barrier shall be installed bebind electrical or communications N E YORK, NY 10015 exterior wa11s boxes or air-sealed boxes shall be installed HVAC register boots HVAC e moor building thermal envelope shall LOUIS `rOH FIFE PENETRATIONS Wknre itedtobesealed,concededflre�in>tlerBshall only be Concealed eprinklm sealed in a manner that its recommended by a»>s>Ynfactffa. M11) 8,4 3—3 5 5 2 GORNE DETAIL_ THROUO H INSIJLATEE�) FLOOR fl�°sp� door s��o� SCALE 7 N.T.S. SCALE: N.T.S. SEAL AND S I C NATURE: NOTE: N1103.1 (8403.1) CONTROLS (MANDATORY) All enetrattons- I e, cable, wire, vents or other from conditioned s ace THIS ADDITION SHALL BE IN COMPLIANCE WITH: �e�E°ARep p p p AT LEAST ONE THERM05TAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND . sTF,s�[Note: o unconditioned space must be foam sealed and Insulated. All framingIolnt5 located within U F conditioned space with exterior exposure to unconditioned space must be, caulked. • IRG CHAPTER II, ADDITIONS N1105 GOLLING SYSTEM. o • MEGHANIGAL 5Y5TEM DESIGN CRITERIA (MANUAL J, MANUAL 5, MANUAL D) • MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPES, NI103.1.1 (R403.1.1) PROGRAMMABLE THERM05TAT THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE `�"'' SIZES EFFICIENCIES M1401.3 (PER MANUAL J) DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING 03p43a ��,� • EQUIPMENT AND SYSTEMS CONTROLS N1103.1 (8403.1) SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS �r�oF NE� CAVITY INSULATION 2X6 STUD WALL FRAMING • DUCT SEALING, DUCT AND PIPE INSULATION $ LOCATION N1103 IMG CHAP. 16 AT DIFFERENT TIMES OF THE DAY. THI5 THERM05TAT SHALL INCLUDE THE W /INSULATION • AIR SEALING DETAILS PER N1103.3.2 (R403.3.2) (MANDATORY) CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 • N1103.1 (R403.1) CONTROLS (MANDATORY) ZONE TEMPERATURES DOWN TO 55° F OR UP TO 85° F. THE THERMOSTAT SHALL BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION I INITIALLY BE PROGRAMMED BY THE MANUFACTURER WITH A HEATING TEMPERATURE AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER-5 RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM LOW EXPANDING SPRAY SET POINT NO HIGHER THAN 10° F AND A GOOLING TEMPERATURE NO LOWER THAN THE GOVERNING BUILDING DEPARTMENT. THE 2X6 STUD WALL FRAMING FOAM -18° F. ARGHITEGT DOES NOT REGOMMEND AND DOE5 NOT TYPICAL-PROVIDE GAP CUARANITEE THAT 50LELY BY THE PREPARATION OF FOR INSULATION CONDITIONED SPACE UNCONDITIONED SPACE THESE PLANS SHALL CONSTRUCTION OGGUR. N1101.14 (R401.3) CERTIFICATE (MANDATORY): Issues and Revisions A PERMANENT GERTIFIGATE SHALL BE COMPLETED BY THE BUILDER OR REGI5TERED DE516N PROFESSIONAL AND POSTED ON A WALL IN THE 5PAGE WHERE THE FURNACE 15 LOCATED, Date Issues ca,d Revisions A UTILITY ROOM OR AN APPROVED LOCATION IN51DE THE BUILDING. WHERE LOCATED ON AN ELEGTRIGAL PANEL, THE GERTIFIGATE SHALL NOT COVER OR OBSTRUCT THE v20/1-1 EXISTING CONDITIONS VISIBILITY OF THE GIRGUIT DIRECTORY LABEL, SERVICE P15GONNEGT LABEL OR OTHER REQUIRED LABELS. THE GERTIFIGATE SHALL L15T THE PREDOMINANT R-VALUES OF INTERIOR TO EXTERIOR INSULATION INSTALLED IN OR ON THE GEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, GRAWL SPACE WALL AND/OR FLOOR) AND DU(T5 OUTSIDE THE CONDITIONED a/'7/11 PRELIMINARY DESIGN FA � I (NOT FOR CONSTRUCTION) IST I T I O I �t i� I � 1� TizT I ONS— ,`� LL 5PAGE5; U-FAGTOR5 FOR FENESTRATION AND THE 50LAR HEAT GAIN COEFFICIENT (5HGG) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING 8/q/n PRELIMINARY DE51GN ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE GERTIFIGATE SHALL L15T THE VALUE COVERING SCALE: N.T.5. SCALE: N.Ts. THE LARGEST AREA. THE GERTIFIGATE SHALL L15T THE TYPES AND EFFIGIENGIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A 6A5 FIRED UNVENTED q/14/17 CLIENT REVIEW ROOM HEATER, ELEGTIRIG FURNACE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENCE, THE GERTIFIGATE SHALL L15T "6A5 FIRED UNVENTED ROOM HEATER," MOT FOR CONSTRUCTION) "ELECTRIC FURNAGE" OR "BASEBOARD ELECTRIC HEATER," A5 APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR 6A5-FIRED UNVENTED ROOM HEATERS, ELECTRIC 1/2/18 PERMIT SET FURNACES OR ELEGTP.IG BA5EBOAR0 HEATERS. UN-CONDITIONED AIR Project No. 117-115 N1103.1(R403.1)Controls Mandatory AIR BARRIER SEALED WITH N1103.1.1 (8403.1.1)Pmgramable thermostat. BLOCKING PREPARED EXCLUSIVELY FOR SCTM #: PROVIDE INSULATION N1103.6.1((R403.6.1) 1000-110-1-2 AROUND ALL DUCTan Location Air ow Rate IV m n,Efficacy tate: A5 NOTED AIR BARRIER PENETRATIONS (� Mi �Y(�M��) ��'Rate Max.Mme•(�M) SEALED WITH ALL METAL DUGT5 FLiAFlht SHEATHING MUST BE INSULATED Range HoodsAny 2.8 cfm/watt Any 77 W/I INS. MIN. : ALL DUCT SEAMS in-Line Fan Any 2.8 cfm/avatt Any MUST BE TAPED AND Drawn By: DLS INSULATED Bathroom,Utility room 10 1.4 cfnn/watt <90 CAULK— PLATE Range Hoods 90 2.8 cfm/watt Any Date: 1/10/11 VENT COVER SEALED TO CONDITIONED AIR DRYWALL 04E3 Fes' AM I N(5 l�ETA I L_ 1� T L_ 1�UGT i= �l Tib T I O1� Proj. "°rth wI4 of'N.T.5. SCALE: N.T.S. DO NOT SCALE PRINTS 2015 IRC BWLA BWLB BWLC Spacing between BWL A B Spacing between BWL B-C Table R602.10.5 Minimum Length of Braced Wall Panels Table R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING - - I E 5 E I ° 1111M# AUM3711W STORY/ CONDITION FACTOR APPLICABLE .• I I I -� Method Contra OSI SUPPORTING TA=RY�1O1$� METHODS ARCHITECTURE, PLLG --- - -- -- - -- -- - I - See Table R602.10.4 0010 '��°F`�101` { -t- ----- -- -- -- -- Wall Height oa N 8 feet 9 feet 10 feet 11 feet 12 feet � C 1.20 1.50 PH: 631.816.5518 4' DWB,WSP,SFB,PBS,PCP,BPS,BV-WSP 48 48 48 53 58 Actual PAX: 6651.415.2150d I as 1 B 1.00 "O" C 1.30 GB 48 48 48 53 58 S•Double sided=Actual D 1.60 inglesided=0.5xActual B 1.00 E: D5TE15ELOOPTONLINE.NET emewemm I to LIB 55 62 69 NP NP Actual C 1. o WWW.DIESELARGHITEGTURE.VPWEB.GOM SDC A,B and C ultimate <5& 0.70 4'Max.- I `" desip ABW wind speed<140 mph 28 32 34 38 42 roof only -30 48 15 k 1-30 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 I N SDC D o,D1 and,D 2 20 fl• 1.60 °p ultimate design 32 32 34 NP NP 5 S IL 0.85 wind speed<140 mph 2 roof taut-to-ridge roof+1 floor 10$. 1.00 AQ Supporting roof only 16 16 16 18 20 48 be° 151 1.15 PROJECT TITLE: Y PFH 20$. 1.30 Supporting one story and roof 24 24 24 27 29 48 S S it 0.90 ADDITION 4'Max PFG 24 27 30 33 36 1.5 x Actual roof+2 floors loft 1.00 CS-0 24 27 30 33 36 Actual INTERIOR ALTERATIONS SDC A,B and C 16 18 20 22 24 1.5 x Actual I a 0.90 CS-PF loft 1.00 :r . SDC DO Dl and D2 16 18 20 22 24 Actual 3 1l�QS 0 _djacent clear opening her 111L 1.1® (inches) nft s IAD EROJEGT LOCATION: 564 24 27 1 30 33 36 4 W4 3 L30 FIGURERACED RALLI.1.1 4 Lo Lew 1165 WEST ROAD/ BRACED WALT,LINES 68 26 27 30 33 36 TMcALSRAcEDwALLrrM -- 72 27 27 30 33 36 s aid o� OUTCO�UE, NY 1135 76 30 29 30 33 36 ttl � � r TABLE R602.10.4 80 32 30 30 33 36 BRACING METHODS(NOTE TABLE ABRIGBD-SBE TABLE 8602.10.4 FOR FULL TABLE) 84 CONNECTION CRITERIA 35 32 32 33 36 6 1AV=VW1 FM 9216 M .C54� METHODS,MATERIALS MINIMUM THICKNESS FIGURE Fastonars Spacing 88 38 35 33 33 36 coca 92 43 37 35 35 36 17E:51(/C�}N�ER: 4 woodapprov Wood.2-8dcommon nails o per m 96 48 41 38 36 36 7 boot v7 0.70 L li 1� C�I 6N6R®U Let-ILIBn-Bracing CIO lxstraP.s 45 toNbO ung a four 3-8d(2-1/2"long x 0.113"din.)nails or aplala� 100 - 44 40 38 38 Actual maxrmum 16 stud spacing Metal _ 4 taw" 151 LA�AYETTE ST., :ND. FL., Metal�Pa� � CS-WSP,CS-SFB 104 49 43 40 39 108 - 54 46 43 41 NEN ' 0ORK/ N I 1001✓ DWB 3/4"(1" for 2-8d 2-1/2" x 0.113"dia. nails 112 - - 50 45 43 F• LOU ',/ L Dial wood max "stud spacing ( or ) 1�� 116 - - 55 48 45 End Conditions For Bracedd Wall Lines With Continuous Sheathing L 0 V I S 1 01-f ds (2)13/4 long staples 120 - - 60 52 48 Continuously Sheathed Continuously Sheathed Centimiously Sheathed M11) e45_555:2 Exteri _ - _ Braced Wail Line Braced Wall Line Braced Wall Line Or 6"edges 12"field 124 56 51 Woods WSP 1 3/8" Table R602.3 y 128 - - - SI 54 Pane SE,4L AND S I C N,4TURE (See Sec.R604) InteTable Rrior sheathiriiz per.3(2) Varies by fastener 132 - - - 66 58 QED R 136 - - - - 62 ABW See 140 - - - _ 66 Fl Alternate 3/8" See Section R602.10.6.1 R602.10.6.1 clr Sneed Wall - - _ _ 14 01 72 ReturnPanel Braced wall panel at end of Hold Down Braced wall panel at end of 48"Minimum braced wall t' L a Linear' lation shall be pe rumtted braced wall Tine Device braced wall Tme 1at end of braced b.Use actual where it is greater thea or equal to the min.length. See code for comuation of these notes. End Condition 1 End Condition 2 End Condition 3 PFH see rT 2 Portal frame with 3/8" See Section 8602.10.6.2 R602.10.6.2 Continuously Sheathed Sheathed •Requireane�s F O F N$ y� - r Table R602.1113(l)Continued Hold-downs r Bracing Requirements Based on Wind Speed Braced Wall Line ` Braced Wall Line Return Panel: 24"for braced wall lines sheathed _ A with wood structural panels 32"for NOTE: BY INGLU51 ON OF THIS NOTE, THE OWNER HA5 Minimum Total Length(Feet)of Braced Wall Panels braced wall lines she&hed with BEEN ADVI5ED THAT PRIOR TO ANY GONSTRUGTION -10 FOOT WALL HEIGHT Required Along Braced Wall Line structural fibeiboard PFG AND/OR DEMOLITION WORK IT SHALL BE THE OWNER'S Portal e at 7/16" See Section 8602.10.6.3 8602.10.6.3 -2 BRACED WAIT'LINES Distance D. vvtth structural wall lines 32'ffor RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM Braced wall Line Methods Methods braced wall lines sheathed with THE GOVERNING BUILDING DEPARTMENT. THE Story Location Method LIB Method GB DWB,WSP SFB CS-WSP CS-G structural fibetboar+d ( ' F0) PBS PCP 09 Hold Down 800 lbs ARGHITEGT DOES NOT RECOMMEND AND DOE5 NOT CS-WSPEkteriordicalhing i 6"edges 12"field BV PFCP,CS-SFSReturri Device: of the b Wall pawl c PFE pie GUARAINTEE THAT 50LELY BY THE PREPARATION OF TabContinuously sheathed 3/8" 10 5.5 5.5 3.0 2.5 Panel 10P wall panel �ce braced wallfloorfiming be foundation or THESE iPLANS SHALL CONSTRUCTION OGGUR. wood whictural panel Table terror (1)ieat�Rb02.3(2)m pa Varies by fastener End Condition 4 •SEE REQUIREIuIENTS End Condition 5 Issues " Revisions 29 10 10 5.5 5.0 See s'! 14 141 8.0 7.0 2015 IRC Date Issues and Revisions Contimr CS-0 �sheathed 3/8" See method CS-WSP method CS-WSP 43 18 is 10.5 9.0 wood u uu" sh 1 Table R6023(1)FASTENING SCHEDULE(oont.) 7/20/17 EXISTING CONDITIONS adjacent 22.5 22.5 13.0 11.0 8!7/1-1 PRELIMINARY DESIGN 1 Garage DESCRIPTION OF NUMBER AND TYPE Spacing of Fasteners (NOT FOR GON5TRUGTI ON) 26.5 26.5 15.0 13.0 BUILDING ELEMENTS OF FASTENER Edges Interniefift-Supports 10 10.0 10.0 6.0 5.0 (inches O.C.)T (inches O.C.1 8/q/17 PRELIMINARY DESIGN ContimiZ1 CS-PF heathed 7/16" See 8602.10.6.4 R602 0.6.4 Wood shvchnil Prnrtal 20 18.5 18.5 11.0 g,0 Panels,subfloor,roof and interior wall sheathing 1b fiamiug and particleboard wall sheathing to framing q/14/17 CLIENT RE\/I EW 3o 27.0 27.0 15.5 13.0 (see Table R6023(3)for wood structural panel exterior wall sheathing to wall framing) (NOT FOR GON5TRUGTI ON) <140 6d mon nail(2"X�w,wall)43 35.0 35.0 20.0 17.0 3/8^-ln" gd nail(21n�(roof) 6 12 1/2/18 PERMIT 5ET 2015 IRC Table R602.10.1�3 � 43.0 43.0 24.5 21.0 Braced Wall Spacing t3 51.0 51.0 29.0 25.0 19/32"-1" 8d common nail (21/2' 6 12 Braced Wall Line Spacing Criteria 10 NP 15.0 8.5 7.5 11/8"-1 1/4" 10d cin nail(3"):or 6 12 Project No. Application Condition Building Type Max.Spacing Exception to Max Spacing 231 NP 27.5 16.0 13.5 8d deformed nail (21/2' • Ultimate design so NP 39.5 23.0 19.5 OTHER WALL SHEATHING Wind Bracing wind speed 100 mph Detached Town House 60 feet None to<140 h 4"1 NP 51.5 29.5 25.0 1/2"structural cellulosic 11/211 galy.roofing nail,7/16"head diem. PREPARED EXCLUSIVELY FOR SCTM #: fiberboard sheathing or 1"crown staple,16 ga,11/4"long 3 6 2015 IRC SW9 NP 63.5 36.5 31.0 25/32"structural cellulosic 13/4"p NP 75.5 43.0 36.5 gals.roofing nail,7/16"head diem. Scale: ,45 NOTED Table R6023(3)Requiramei>ts for wood st sutural panel wall sheathing used to resist1 fiberboard sheathing or 1"crown staple,16 ga,11/4"long 3 6 windpressures. res. Ultiniste ggnn Irl" 1 1/2"galv.roofing nail;staple galvanized, Minimum Nail Panel Nail Spacing W Speed Volt 11/2"long;11/4"screws,Type W or S 7 7 Drawn By: OLS Rhimum wood Minimum Maximum.wall (mph) Structural Pawl Nominal Stud Sapciag Wind exposure category 5/8"gypsum sheathing 'roofing nail;staple 7 7 per: '7/I O/I'T size Penetration Span Rating Panel Thickness (inches) Edges Field B C D 15/8"long;1518"screws,Type W or S (inches) (inches O.C.) (inches O.C.) 6D Common 1.5 24/0 3/8 16 6 12 140 115 110 8D Common 1.75 24/16 7/16 16 6 12 170 140 135 24 6 12 140 1 115 110 aPanel stlrength axis 10peap�indi'aular to supports.Throe Ply Plywood sheathing with studs spaced more thea 16 inches on center shall be applied with1 Perin&. supporta• the tabulated member of nails required. ProDWC. 15 O I� b.Table is bused ori wind p sures acting toward and away from building surfaces in accordance with section 8301.2.Lateral bracing requirements shall be . North in accordance with section R602.10 c.Wood struchi al lraaels with eta ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 spm rstin�.Plywood siding rated 16 o.c.or 24 o.c.shall be penmittedas sa altexnate to panels a24/16 span rating.Wall-16 and plywood siding 16 o.c.shall be used with studs spaced not ' more then 16 inchdu on center, DO NOT 5CALE FR I NT5 Dig _ L GS-N'3P: SHEAR MALL SHEATHING ARCH I TEGTURE, PLLG EXTR:IOR: MIN. 5/8" THICK MOOD 10,MAX 20'MAx ilaMAx ST`UC:TURAL PANELS, STUD SPAG I NC 1611 PH: 631.816.5 I S ON GENT R, ATTACHED V41 TH C D COMMON NAILS- swr,3 sWL2 swt I -.4 FAX: 631.415.2150 11DCS SPGINC, 12" FIELD SPGING. S: V5TM15r;L@0FT0NLINS.NI=T INTERIOR: 1/2 " GYPSUM NALLBOARD, e i ".DIESELAR H17EGTURS.YPWEB.GOM ATTACHED lel I TH 1 1/4" SGRENS TYPE lel OF 5, , -" EDcSE a FIELD SPAG I NG 1101 WAVSRLY AVE., HOLTSVILLS, NY 11142 I Ib OIL. b I PROJECT 71 TLE: N I a *p/ ADDITION O O O O O O ; b INTERIOR ALTERATI ON5 MO ~ ' a PROJECT LOCATION: O O 20'MAX I 20'MAX 1165 AEST ROAD, GUTGHOrz;UE, NY I 1 X35 Figure R602.10.2.2 DES I C NER: ®------------- ---------- Location Of Braced Wall Panels LGY DES 1 5N6ROUP 151 LAFAYETTE 5T., 2N7). FL., OTE O 1 1 O N REFER TO KEY PLAN, SHEET A-12 8 A-13 FOR WALL BRACING METHOD 5ELEGTED. NES' `I YORK, NY 10015 I I G 2. 8602.10.2.2 LOCATIONS OF BRACED WALL PANELS. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE A5 LOU I J YOH I I DETERMINED IN SECTION 8(902.10.1.1. THE 0I5TANGE BETWEEN ADJACENT ED67E5 OF BRACED WALL PANELS ALONG A BRACED WALL LINE SHALL BE NOT GREATER M11) 83-3552 I I THAN 20 FEET A5 5HOWN 15 FIGURE R602.10.22. I I I I 3. GONTINUOU5 SHEATHING METHODS REQUIRE ALL FRAMED PORTIONS OF THE BRACED WALL LINE TO BE SHEATHED. I I SEAL AND S 1 C NATURE: 4. R602.10.2.3 MINIMUM NUMBER OF BRACED WALL PANELS. BRACED WALL LINE5 WITH A LENGTH OF IG, FEET OR LE55 5HALL HAVE NOT LE55 THAN 2 BRACED WALL PANELS OF ANY LENGTH OR ONE BRACED WALL PANEL EQUAL TO 48 INGHE5 OR MORE. BRACED WALL LINES GREATER THAN IG, FEET SHALL HAVE NOT LE55 THAN I ( TWO BRACED WALL PANELS. �4E� E NiT I I o A EL------ ----- IRC BRACED WALL PANEL WORK SHEET - FIR5T FLOOR ¢ 03043��a�O BRAGED WALL LINE(5EE PLAN5) B G D 2 qTE OF 00 O TABLE R602.10.4 BRAGIN6 METHOD G5+6P GS-wSP GS-w5P G5-w5P TABLE R602.I05 MINIMUM PANEL LEN6M 32" 24" 24" 32" NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS BRACED WALL LINE 5PA6I146(5EE PLANS) 6.0' 10.0' 10.0' bS' BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S TABLE Rb02.10.3(1)REQUIRED BRAGIN6 LENGTH 5.o' s.o' 5.O' 5.0' RE5PON5IBILITY TO OBTAIN A BUILDING, PERMIT FROM 00, THE 60VERNIN6 BUILDING DEPARTMENT. THE TABLE 8602.103(2)WIND ADJUSTMENT FACTORS ARCHITECT DOES NOT RECOMMEND AND DOES NOT GUARANTEE THAT SOLELY BY THE PREPARATION OF I.EXPOSURE CATE60RY ID ID 1.0 ID THESE PLANS SHALL GON5TRUGTION OCCUR. I2.ROOF EAVE TO R106E HEIGHT 1.15 1.15 1.15 1.15 Issues and Revisions i OE i 3.WALL HEIGHT O.q 0A O.q OA i i 4.NUMBER OF 8WL PER DIRECTION 1.3 1.3 1.3 1.0 Date Issues and Revisions o Q V 5.ADDITIONAL HOLD DOWNS - - - -- 7/20/1? EXISTING CONDITIONS b.6YP5UM OMITTED -- - -- - 8!1/17 PRELIMINARY DESIGN f3HL01 __ _ (NOT FOR CONSTRUCTION) I 1 - - 8/a/17 PRELIMINARY DESIGN O %3CL CL O -Ki 1/14/17 CLIENT REVIEW O `- RESULT(ADJUSTED BRACE WALL LENGTH b i3 6?3 b C3 5.18 r- (NOT FOR CONSTRUCTION) v `� BRACING LENGTH PROVIDED(5EE PLAN5) 7.0' 8.0' 7.08' 5,33' - I 1/2/18 PERMIT SET -�� GOMPLIANGE(PASS OR FAIL) PA-% PA55 PA55 PA55 m G5-W5P - � L 2 O i i O Project No. 21-a" 111-1" /1-all HOLD DOWN WALL �G5-WSP GSL- CWS/ P� CONNECTORS, TYP.- PREPARED EXCLUSIVELY FOR SCTM #: REFER TO DETAIL, SHEET I I I I OOO-I IO-'1-2 A-1 Scale: AS NOTED I O O O O O O C ENERAL NOTES Drawn By: PLS 1. THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION. IF ANY DISCREPANCIES v 01 ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE Date: '1/10/1'7 PROJECT ARCHITECT, PROJEGT ENGINEER FOR CLARIFICATION PRIOR CD 0 TO CONSTRUGTION. 2. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING GODS AND ANY UI CD ED CD MAY APPLY.HVER Y DEER S GN EOUSTATERI REMENTT5 V4 FEDERAL HaTHEELOCAL THAT BUILDING DEPARTMENT. 3. THIS IS PART OF THE OVERALL LATERAL FORGE RESISTING SYSTEM OF THE STRUGTURE. DESIGN OF THE BUILDING'S LATERAL fCPATH '*' PLAN : FIRST FLOOR 5�'A G E D NALLS NECE NECESSARY TO TRANSFER LATERAL. FORGES FROM TH E D5TRUGTURE TO Pro]. North DAG. THE GROUND. SCALE: I/4"= I'-OII 4. ALL HARDWARE GALLED OUT 15 SIMPSON STRONG-TIE. DO NOT 5GALE FRINT5 I R , BRACED WALL PANEL P40RK SHEET ':,I I ll I 5EGOND FLOOR SHEAR HALL SHEATH I 6: BRACED WALL.LINE(5EE PLANS) A E I TABLE 8602.10.4 BRAGIN6 METHOD G5+6P G5-W5P G5-W5P ARCH I TEGTURE, PLLG EXTERIOR: MIN. E318 TH I GK MOOD '� TABLE 8602.10.5 MINIMUM PANEL LENGTH 24' 24" 24' PH: 651. 16.5518 STRUGTURAL PANELS, STUD SFAG I NC 16 ON BRACED WALL LINE 5PAGIN65(SEE PLANS) 31.42' 31.42' 1x.92' GEN Ir ER, ATTAGHED V41 TH 6D GOMMON NAILS- TABLE 8602.10.3(1)REQUIRED BRAGIN6 LEN6TH 1.4' 1.4' 5.0' FAX: 651.415.2150 6 EIDC E SFAG I NC, 12 FIELD SPAG I NC. E: DSTEISELOOPTONLINE.NET NTER I OR: 1/2" 0"rFSUM NALLE30ARD, TABLE Rbo2.103(2)WIND ADJUSTMENT FACTORS WWIW.D I ESELARGH I TEGTURE.1/PWEB.GOM ATTAGHED I TH 1 1/4 SGRENS T'I'PS W OR S, I.EW05URE CATEGORY I.0 I.o ID 2.ROOF EAVE TO RIDGE HEIGHT 1.3 13 1.3 - �� E D C E FIELD SPAG I NC 3.WALL HEIGHT oa oa o.a 1101 WAVERLY AVE., HOLTSVILLE, NY 11'142 4.NUMBER OF BWL PER DIREGTION ID ID ID 5.ADDITIONAL HOLD DOWN5 — — — PROJECT TITLE: 6.6YP5UM OMITTED — — - -- -- -- ADDITION 4 INTERIOR ALTERATIONS RESULT(ADJUSTED BRACE WALL LENGTH blob' Bbb' 5.85' BRAGIN6 LENGTH PROVIDED(5EE PLANS) q.12' q54' 6.0' GOMPLIANGE(PA55 OR FAIU PA% PA% PA-% PROJECT LOCATION: 1165 WEST ROAD, GUTCHOIS UE, NY 11X55 DE51 C NER: LOY' 1:)E51 GNC ROUP ISI LAFAYETTE ST., 2ND. FL., 00 NEW YORK, NY 10013 LOUIS YOH \`,X / M 11) 543-3 52 SEAL AND 91 C NATURE: L s q 3 AAk3�,�0 rF o F NE F71- NOTE: BY INGLU510N OF THI5 NOTE, THE OWNER HA5 6D GOMMON NAILS, 12" BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION D.G. FIELD 5PAGING AND/OR DEMOLITION WORK, IT 5HALL BE THE OWNER'S RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM - ----'-----'-------- --------i ----'----=----' THE 60VERNIN6 BUILDING DEPARTMENT. THE 1000 I T-------------r - --- i - . .! ARGHITECT DOES NOT REGOMMEND AND DOE5 NOT 1 ; 1 GUARAN1fE��L � ! ! ! E THAT SOLELY BY THE PREPARATION OF iH THESE PLAN5 SHALL GON5TRUGTION OGGUR. a i Issues and Revisions Daae Issues and Revisions IN. 811 No 01 1 1/4" SCREWS, 7/20/17 EXI5TIN6 CONDITION5 5TRUOTURAL PANEL T O.G. EDGE 5HEAfiHINC, FU ! 5PAGING !• �• 8/7/17 PRELIMINARY DESIGN .I HEICFIt, OVER P ATE5 ! j (NOT FOR GON5TRUGTION) E=- &/q/17 PRELIMINARY DE51ON !" ! G/14/17 CLIENT REVIEW 1/2" GYPSUM (NOT FOR CONSTRUCTION) BOARD 1/2/18 PERMIT 5ET CL !.! m cn ! ! !• •! ! ! Project No. 1 115 I ! t ;. m m WOOD 5TUD5 ® I6° I I/4" SCREWS, PREPARED EXCLUSIVELY FOR SCTM #: O.G. ,I -f O.G. FIELD 6D GOMMON NAIL5, 6" 5PAGING Scale: AS NOTED o D.G. E06E 5PAGING Ny G5-W5P I I HDU5-5052.5 HOLD Drawn B 1— DOWN5 AT GORNER5 y DLS IL G5-W5P GS-W5P EXTERIOR INTERIOR � Date: 7/10/17 HOLD DOWN WALL � � �� GONNEGTOR5, 7T7.- REFER TO DETAIL, SHEET A-1 < CD CD CJ ;OND FLOOR PLAN CoPS —Y SF SHEAR NALL FAI EL DTLS. Pro]. North N.T.5. DO NOT 5GALE PRI NT5