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HomeMy WebLinkAbout44936-Z o�1Su�F�j'fcaG _ Town of Southold / 11/28/2021 P.O.Box 1179 N 53095 Main Rd pA �aSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42575 Date: 11/28/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 16107 Route 25,East Marion SCTM#: 473889 Sec/Block/Lot: 23.-1-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2020 pursuant to which Building Permit No. 44936 dated 6/29/2020 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: additions and alterations, including entryporch and covered masonry porch to an existing singley dwelling as applied for,. The certificate is issued to Hicks,Jeffrey&Reeves,Lindsay of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44936 7/8/2021 PLUMBERS CERTIFICATION DATED 7/12/2021 ad iecuch th zed i nature i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca oy • 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#: 44936 Date: 6/29/2020 Permission is hereby granted to: Hicks, Jeffrey 19 Cider Mill Rd j North Brookfield, MA 01535 To: make additions and alterations to an existing single family dwelling as applied for,. At premises located at: 16107 Route 25, East Marion SCTM #473889 Sec/Block/Lot# 23.-1-13 Pursuant to application dated 6/22/2020 and approved by the Building Inspector. To expire on 12/29/2021. Fees: I, SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $670.40 CO-ALTERATION TO DWELLING $50.00 Total: $720.40 Building_Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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. b. 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 eases: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 S. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 !f Date. 17' is0 New Construction:+ _Old or Pre-existing Building: r�A (check once)) Location of Property:�(d 1 House No. Street Hamlet Owner or Owners of Property: gal—Uri Suffolk County Tax Map No 1000,Section 2 Block ® � Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v/ c on ) Fee Submitted:$ PU plicant Sign ure Buiidina Department AA(Lication AUTHORIZATION (Where the Applicant is qot the Oisner) I,Losch 45L5 residing at 161®7 Hari riy (Print p`ro.piny owncr's name) (Mal iing A-ddrass) do hereby authorizev--- (Agent) to apply on my behalf to the .Southold Building Department. =� ! 0 /20 Z.0 101 h4, ft� (0 ner's Si n4ture) (bate) 1-c Kre r ff;C Ks L VI CISa WC,14-1bo (Prin wner's Name) i pF SO�Ty®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �o sean.deviinP-town.southold.ny.us Southold,NY 11971-0959 ®l°rC®UNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Jeffrey Hicks Address: 16107 Route 25 city-East Marion st: NY zip: 11939 Building Permit#. 44936 Section- 23 Block: 1 Lot 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME 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 Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 38 Ceding Fixtures 12 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceding Fan 7 Combo Smoke/CO 5 Transformer UC Lights 3' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect FEI Switches 3$ 4'LED Exit Fixtures 11 Pump Other Equipment: Mini Split, Fridge, Gas Oven, DW, Hood/ Micro, 42 Circuit Panel - 32 Used Notes* Whole House Renovation of Split Level House Inspector Signature: Date: July 8, 2021 S.Devlin-Cert Electrical Compliance Form.xls �o,*pF SO��yQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q D BUILDING DEPARTMENT OCT 2 6 2021 TOWN OF SOUTHOLD b BUILDING DEPT TOWN OF SOUTHOLD i CERTIFICATION t Date: 7 11V7.1d,02,f Building Permit No. `iq 9 . 1 Owner: lease print) i Plumber: 362 1 ecwch (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) i Sworn to before me this day of TU-1t, 20,;U SUSAN A.RIZZO Notary Public,State of New York Notary Public, �� " /� County No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,201, I f f J ����T o�aOF SOUTyo! * TOWN OF SOUTHOLD BUILDING DEPT. `ycOU765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 ...MARKS: an I'% DATE INSPECTOR UF SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm N�' 765-1802 -1 NS-P ECT 1'0 N [ ] FOUNDATION 1 ST [ ] 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: �.� Ar-s-KC Vyy- -rc) ird /ml r DATE L INSPECTOR ` ff/—f 3 OF SOUIyo h� # # TOWN OF SOUTHOLD BUILDING DEPT." 765.1802 INSPECTION [ ] 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 r REMARKS: eatAVX CQ, TI DATE2INSPECTOR Of SO(/l �� v -7 # # TOWN OF SOUTHOLD BUILDING DEPT. �y�ourm ' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ( ] CODE VIOLATION ] PRE C/O REMARKS: OVLT-Pbe-�lo Al DATE �� INSPECTOR �� t r NEW YORK „ �'w, BUILDING e�.` TECHNOLOGY GROUP Affidavit Of 2020 ECCC Compliance Date: 9/6/2021 Inspection Address: 16107 Main Road, East Marion NY This is to Certify that on 8/10/2021 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM E1827 and meets the minimum standard of: 3ACHSO Conditioned Floor Area: 2384 Blower Door Test Result: 939 Conditioned Volume: 1 20365 1 Leakage in ACHSO: 2.77 402.4.1.2 2020 ECCC Compliance: PASS L/a 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm2Spa per 100 Ft2 of conditioned floor area. System 1: Basemen Leakage CFM@25: 77 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@2 0 Supply R-value: na Return R-value na System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 77 CFM@25 Leakage Limit: 1 83.4 JCFM@25 403.3.3 2 2020 ECCC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 m accarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com 'RHITECT MARKSSCHWARTZ &ASSOCIATES 28495 ;Main Road e PO Box 933•Cu'tchogue, NY 11935 631.734.4185 wAvw.mksarchitcct.com January 08,2021 AN Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Reeves property 16107 Main Road East Marion,New York Permit#44936 To whom it may concern, I have been on site during construction to review work for the aforementioned project. The rough plumbing,pressure test and fire caulking,to the best of my knowledge,have been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, AV o,' A AA 0 Mark Schwartz 11 OR 71A Nlem,boi Arnencan[rist-inite of Aichitectme c MARK SCHWARTZ&ASSOCIATEStl 28+93 Main Road. 110 Dos: 933•C111010 LIV. NY 1193.1 631.734.4183 �%%it,-mks:uchitcct.com November 10,2021 - Southold Town Building Department NOV 1 0 201 54375 Main,Road BUILDING DEPT Southold,New York 11971 TOWN OF SOUTHOLD Re: Reeves property 16107 Main Road Past Marion,New York Permit#44936 To whom it may concern;, T have been on site during construction to review the work for the aforementioned project. The foundation and footings,damp proofing,insulation,framing and strapping,to the'best of my knowledge,have been completed as`per plans and meet or exceed New York State Code. Please call this office with any questions you-may have. Sincerely, } Mark Schwartz All . � 4 FIELD INSPECTION REPORT DATECOMMENTS is t t FOUNDATION (1ST) y -------------------------------------- L ci FOUNDATIO ----------------------------------- FOUNDATION 2ND ROUGH FRAMING& 6 PLUMBING INSULATION PER N.Y, STATE ENERGY CODE 1ArrIkkicat l5 Ve,4utvtd c 4361%K� aw - wt FINAL S s... Jy�( f., ADDITIONAL COMMENTS 3 0 Q -709q 12= _00 01aA/0 _ � 0 ym ilK 3 -� -z - z �S y z x d h b H TOWN OF SQVTHbLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN-BALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 r Planning Board approval FAX: (631)765-9502 a Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate / 611 Truss Identification Form Storm-Water Assessment Form Contact: Approved � 20 Mail to:HOVV kk4WA Disapproved a/ Phone: JS Expiration 20 Buildink Insp r , APPLICATION FOR BUILDING PERMIT ' JUN 2 2 2020 Date 06 17 IToCo ' 20 1 INSTRUCTIONS a. This application MUST-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and 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) ° (Mailing address of applicant) State whether applicant is owner, lessee,ag nt, architect, gineer, general contractor, electrician,plumber or builder Name of owner of prem' es (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer I'S C) on o (Name and title of corporate officer) (A r Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location f land on which propose work will be done: 7 HAA P4 iW d� House Number Street �7 Hamlet County Tax Map No. 1000 Section L Block ® 1 Lot ' t Subdivision' Filed Map No. Lot 2. State existing use and occupancy of premises 4nd intended use and occupancy of proposed construction: a. Existing use and occupancy J��nc® — rL b. Intended use and occupancy s' - W &JS �u� � pU c " 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition ' Other Work A/ 4V wlNn WS UD dZI (Description) 4. Estimated Cost Fee ,S 1 O I A1G? (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 6. If business, commercial or mixed occ ancy, specify nature and extent of each type of use. sr-IE' 10 �! 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number Stories 9. Size of lot: Front ear Tepjth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated- f�, 4'0 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO-K 13.Will lot be re-graded?YES NOAWill excess fill be removed from premises?YES NO 14.Names of Owner of pr ises U Address Phone No. /,Zo r�3 Name of Architect Address Phone No—&3 1 � (/ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES-Z�!-,NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO—K * IF YES, PROVIDE A COPY. r STATE OF NEW YORK) SS: COUNTY OF C) HAf.-K e—~ Z' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 'A PKC-44 ( ontractor,A ent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and o make and file this application; that all statements contained in this application are true to the best of his knowledge an lief; d at the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of 20_'4 0 O .BUNCH � Notary Public,State of New York r� 'bl�� No. ,185050 Notary Public Qualified in Suffolk County, Signa of Applicant Commission Expires April 14,2_ �. FFO(�c� BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD ooma® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ��®1 '0`� Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # 8,5z Date la 2020 Customer Name y C. ' Electrician Name Address Phone e-mail e-mail Phone License# Size !P°6 A Phase _Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val,/ 0 d s tronn the 4te above. Authorized by , - UILDING DEPARTMENT-Electrical Inspetor 2020 TOWN OF SOUTHOLD _ 'p0 5 Town Hall ine�e- X75 Main Road - P8 Bax 1179 s -91�- Southold,' New Fork 119E7`i-0959E - : V = 1,rR*—yephone (631) 765-1802 - .FAX (631)'7W9502 r; � Loqea@MLho v, sough ov AP':LICA.QN FOR ELECTRICAL INSPECTION ELEGTRICIAN INFORMATION (Ati infarrFm#w Required) Date: Company Name= Name: FL. Cv'A 12R � License leo-: 6-7 email: /64// Q--;A o c•1 Cox-, Address: t ` — s©U q-t' C�Ij Phone No.: k4l.9 S71 /G JOS SITE INFORMATION (Ati information Required) Name: /CU Address: 7 /'�" �S� ,� !L/•o 2�u•l� cfcwi,Wit: ��c. ��r- a P . - p/2. •J 7— Phone,No.:_ siorw.1 ;Blvctc: Loi 5i , BAtEF�DESCRIPTION OF WORK(Please Print Cleary) F:*Cs00 7- Chicte All That Apply: i Is job ready for inspect1oh? YES LIND)- Rough In - Fina!;- - Do you need a Terms tlertif ?:- YES i NO Issued-On9 rr- Q I ha�b 1� tE�Ft: _ (Ail ir>torrrtior�required) service 3 Ph Size: Q-0> -A #Meters Old Meter# eririCe Erre Recormect-Flood Reconr t-Service Reconmeted<jjnderground OwA-lead Un'w' ound laterals- 1 2 H Fr Pole Work done-on Service? Y N Prdoriat•irtfOt�a€�oii: - - ._- i P '€_ E Regwmt for hit Form-& i �© PERMIT# Addres U�1e1/ Switches Outlets I c, G GFI's Surface Sconces H H's / \� UC Lts r - Fans ' 1 Fridge t i HW Exhaust '�. Oven Dryer I - Smokes •1 ,V\ Service croI Generator-'- : .. ComboGovktop, Tran'sfar AC _ . AH mini -Special: Comments- - - - 1 - Scott Aa Russell ��,��+ �. STs0)RMWATIE SUPIRRVISOR MA.NAGIEMIENT SOUTfiOLD TOWN HALL-P.O.Box 1179 s3M Main Road-SOWHOLD,NEW yO$x 11M Town ®,f Southold DIP R 236.- STO ArIER .A GE NT ® SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT INVOLVE ANT OF THE FOLLOWING Yes No (GiECK AL1.TtiAT AMY) (�. A. Clearing, grubbing, grading or-sti ipping of land which affects more than 5,000 square feet of ground surface. = ® B. Excavation or filling involving more than 200 cubic yards of .material within any parcel or any contiguous area. ® C. Site preparation on slopes -which exceed 10 feet vertical rise to 100 feet of horizontal distance- 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [� E. Site preparation within the one-hundred-year floodplain as depicted on RRMNap of any watercourse. ; - ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the 'Town and the proposal includes : in-kind replacement of impervious surfaces. If you answered im to all of the questim abase,COPi complete tine -- App�.nt semen beitajv with yarns name, Mature, contact Iniarmatlun,Date & County Tax Map Number! ChaPter 236 does not apply W your p1teet. If you answered YES to oue ar more Of the above,please submit Two copies of a Stormwater Management C9ntro1 Pian and a completed Check Inst Form to the%Wdfng Department wit$ perm Sof dmg Permit Apphmdun. APPLICANT: W-pwy ,pclgn Ptafe= Agri Cc =10r.otind S.C.T.M. 1� D� Ut4rhl NAME C '01 e?-W 0; L .� d Comxt Infcr=cw-n FOR BUILDING DEPAKMEN T USE ONLY wraFg 'ra -.. — — — — — — — — — — — — — ._.. .-... _ — Reviewed By- Propefty Address/Location of Construction Work: — — — — — — — —Date_ tZo Approved for procuring Budding Permit. I I — — Stormwater Nlanagement Control Plan Not Required. �( Stormwater Management Control Plan u Required. Wor card to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 Town Hall Annex ,� ��� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 f Southold, NY 11971-0959 tL BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Zezv Owner: f 4 i J Location of Property: 07 WHAO vim OP VWT—M— ION Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): F I e s7 - FLOOR- Floor framing, including girders an bea F) CEI Ut r f& Roof framing (R) fC)pcF • A-erof g>IF41`l s Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 REVISIONS: 2" Y' O • � • 0. 2" • O/ O / OO 2' • • • X. TIOFASTENER TYPE, SPACING: / / No.8 WOOD-SCREWEXISTING ` BASED ANCHOR WITH 16"OC tin.EMBEDMEN-LENGTH • f 1 ( l • f l 1 ( ( lll\ 1\ No.10 WOOD-SCREWS ` 1I \ I\ \ I ( ( 1I• f ( `•.I' ( ( • f ( `• BASED ANCHOR WITH 16"oC ( 1 I I ( I I1 • ( ' 1 • I 1 I I 1 21n.EMBEDMEN--LENGTH I l 1/4in.dia.LAGSCREW I I II ( I ( I II I ( ( i R21 BASED ANCHOR WITH 16"Oc I I I ( ( (DORMER OVER INSULTAION Fk/S tin.EMBEDMENT LENGTH . - I I - ( • + - I - I 1 I KITCHEN) i I I ` I I I I 1 I ) • - • I - •• I I • I I • EXISTING 1 \ O 1 /(�•' I 3/4"APA PLYWOOD YWOD SHEATHING I SHEATHING C EXISTING BEDROOM( G1R2ADAEPPLATOD (ALTERNATNNE:7/16"O.S.B.) • \ / • /•• I \ • \ • I �S� R LACE EX.WDW 1/2"APA RATED SHEATHINGR21 NI F) / I ( I ( GRADE PLYWOOD ( ( I \ I I I J (ALTERNATIVNE:7/16"O.S.B.) • 1 ) O I ( I I ( I I I I I 1INSULTAION1 1 1 .. J I I I INSU zo ION I/ f 1 1f 11Jf FASTENER TYPE: SPACING: I TA2 I [)J 2X4 STUDS r I I I( -tel No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL 21n.EMBEDMENT LENGTH �& THRU-BOLT ML w/1/2"STEEL SIMPSON FRAMING TYPICAL WINDOW OPENING ( S f •I ( ' ••I ( •I I ( REPLACE F;.WDW •• �R� - _- _- EACH JOIST-RAFTER (2)1.3/4X5-1/2 No.10 WOOD-SCREWS ( I' CUT BACK ROOF ANGLES TO BE USED l S AS REQUIRED 2X8 @16"OC. FLUSH GIRDER AT RAFTER-GIRDER, BASED ANCHOR WITH 12"OC I t PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I I ' --- GIRDER-PLATE,AND THAN 4 FEET l LI Lm EXISTING Tr•DOWTo POSTS(TYP) 1/41n.dla.LAGSCREWBASED ANCHOR WITH I6"O21n.EMBEDMENT LENGTH - I PHANTOM • • • • CEILING FAN SCREEN TYPICAL DOOR OPENING REMOVE EXISTING TBD ; 1x12 VINYL 1%1. MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECrED DECO.BRICK FACE TRIM O No.8 WOOD-SCREW EXISTING LIVING / DINING AND EQUAL OR SMALLER TOGETHER WITH srAINLESs STEEL BASED ANCHOR WITH 8"oc REPLACE EXISTING 2X4 WALL OR GALVIIJINU BOLTS W/WASHERS WITH NEW 2X6 WALL. I �( MASONRY FP w/ TO REMAIN _ - WALL TO BE ADJUSTED FOR BOX IN w/1X10 THAN 6 FE tin.EMBEDMENT LENGTH AND NUTS @ 2'-0'O.C. No.10 WOOD-SCREWS MANTLE TYPICAL MULTIPLE OPENINGS - - -,-- N _ (TYP) = NEW DOOR HEADER BASED ANCHOR wrrH 9"OC VINYL TRM tin.EMBEDMENT LENGTH R20 k PANEL SPAN GREATER THAN 6 FEET 1 -�1 a� COVERED PORCH m r rn•/Jy i AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW INSULTAION - = ^ r 00 Q BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH _ -' r INSTALL NEW � 6X9 ACQ rT� - - -- - - - - - - -- --- - - i- - - - - - --- -- - - - - C FP INSERT(VIF) PPST �( l BLUESTONE OVER 4"min.CONC.SLAB /6X6 ZONE OVER OVER CONC.SLAB w/6X6 10/10 WMM OVER COMPACTED w/6X6 1 CLE WMM OVER COMPACTED ..�... I,�p F�4([Yel(,P�)...... CLEAN FILL(TYPICAL) o. • r �. 8-011 ''• •. .. EXISTING R22 .: '°•..• •: �•..• ,, �•,, - - - - t �: #4 REBAR. INSULTAION `^7'J b 1 EPDXY COATED, #4 REBAR. I .. b,• 12"OC(TYP) EPDXY COATED, 16"X16 PIER t •� CQ I 8"PC WALL q t2"oc(TYP) EX. PORCH TO b BE REMOVED (4)#4 VERT. •'a •e REBAR(TYP) �•'�'. () LYl i'-I k74 - - - - - - EXISTING BASEMENT 16"x8"FTG EXISTING EXISTING 24"X8"FTG (2)#5 REBAR (3)#5 REBAR 5/4X6 CEDAR _ _____ CAP '1 70 IX3 CEDAR TRIM EXISTING . .. . .. . .. . .. . .. . .. 1 41 4X4 ACQ POST FLOOR PLAN SCALE: 1/4" = 1'-0" 2X4HOR. _ A CROSS SECTION A BRACING 6'-0" 1X6 TG&VJ H H 113 CEDAR SDG. 6 t� SCALE: 1/4 = 1 -� 112 1 U4 11/4 W.C. fAv. BENCH O UER 1X4 CEDAR z 3 va Ic.o. 2X4 TRIM Generated by REScheck-Web Software I'611 _ @16"O = 3 5 4X DECKING Compliance Certificate 2X4 ACQ@16„OC _ 1„a I114 11� I„4 � IIIIII ,:�I�I,1=�1'�Ilii l o p''n (DRAINAGE ED STONE E CODE 'III'„I��!Iill�li !III -11IIIII ; - sl"K EQ. a , a ) SHOVER � z z a;.��° FRONT ELEVATION - z Z Project REEVES p:�4. T-0" o ° SCALE: 1/4" = 1'-0" I C.O.iw O X40 8"DIA a< W Energy Code: 2018 IECC °• CONC. °• I,/4 - Location: Southold, New York .;P°v4 PIER Construction Type: Single-family Project Type: New Construction -ilc0 Conditioned Floor Area: 1,940 flt2 In Glazing Area 29% CROSS SECTION C.O.l 3 3 Climate Zone: 4 (5572 HDD) 4 Permit Date: SCALE: 1/2" = 1'-0" TO APROVED Permit Number: SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 C.I. SEPTIC SYSTEM � /� [� TRAP HOUSE Construction Site: Owner/Agent: Designer/Contractor: PLUMBING SCHEMATIC 16107 Main Road CD East Marion, New York SCALE: NOT TO SCALE OUTDOOR SHOWER DETAIL SIDE ELEVATION m N 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" X -a <t • $ ' 'ac a s; 7=71.an i'. _ _ _.ate -- _.�.,_+........�.,_ U Compliance: 0.3%Better Than Code -~ Maximum UA: 383 Your UA: 382--777-777-77--Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. ?SISINISISIN? MIN It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 14 wUU -14 '� Ln v � ° Envelope Assemblies , EX. BEDROOMCZ U Lin U m v EXISTNG u] 00 961 21.0 0.0 0.047 45 CUT EX.JOISTS AS REQ. cv aJ v FLAT CEILING: Flat Ceiling or Scissor Truss FOR BEAM.RECONNECT 0 W CATHEDRAL CEILING:Cathedral Ceiling (no attic) 153 21.0 0.0 0.048 7 TO NEW BEAM w/JOIST 12 (2)1-3/4x5-1/2 p, LEVEL 1 WALL:Wood Frame, 16" o.c. 791 20.0 0.0 0.059 32 HANGERS(TYPICAL) O 2 ML w/1/2"STEEL ___________ FLUSH GIRDER ' W U_ ENTRY DOOR: Solid Door(under 50%glazing) 24 0.280 7 I EXISTNG EXISTNG EXISTNG 2X8 @ -3XIb RR @16„OC p FWG DOOR:Glass Door(over 50%glazing) 108 0.300 32 SHGC:0.28 EX. BEDROOM w FWH DOOR:Glass Door(over 50%glazing) 22 0.300 7 (3)1-3/4X14 ML -- w/(2) 1/2"STEEL - L-I XISTN I UPSET BEAM �� JFD --' V SHGC:0.24 �i iiSIDELIGHTS:Wood Frame 18 0.300 5SHGC: 0.22 X STl G KIT EN EXISTIN 1 IVINI iv "@ O CASEMENTS:Wood Frame 32 0.290 9 SHGC: 0.31 10X10 BOXED DOUBLE HUNGS:Wood Frame 48 0.300 14 EXISTNG 5-1/4X5-1/4 DOUBLE SHGC0.31 ----- _ ii COVERED PORCH IN COLUMN 1.8e PARALLAM LEVEL 2 WALL:Wood Frame, 16"o.c. 760 20.0 0.0 0.059 24 Dp ❑p COLUMN AWNING:Wood Frame 5 0.290 1 _ ;i - BLUESTONE OVER 4"min.CONC.SLAB �� Q N /6X6 10/10 WMM OVER COMPACTED CLEAN FILL(TYPICAL) I2- I SHGC: � EXISTNG EXISTNG _ _ . 1.4 . PICTURE WINDOW:Wood Frame 20 0.290 6 - H SHGC:0.33 DO STORAGE ROOM DOUBLE HUNG WINDOWS:Wood Frame 324 0.300 97 •4• U SHGC:0.31 2ND FLOOR WALLS:Wood Frame, 16"o.c. 635 20.0 0.0 0.059 34 DQa EXISTING SITTING ROOM f #4 REBARI ' EPDXY COA ED, i �t 12"OC(rY) I b• 8"PC WALL 52 0.290 15 EXISTNG EXISTNG EXISTNG i p Project Title: REEVES Report date: 12/01/20 ' Data filename: Page 1 of 2 I E _ ._M _ EXISTNG EXISTNG r EXISTNG EXISTNG i 16"X8"FTG �,��FtED qR (2)#5 REBAR n �<v • I :� .• L I ....-..w....,....r,.........................,,.,-..w...,...,........c,a.w..��+..ar".m..'uw a...".a-...,..u.w.....,.......,.............,..,..7aa. - . • • •• I •. I I• • •• • •. • •. I I. ' i Q� C, LEVEL 1 FLOOR:All-Wood joist/Truss 584 22.0 0.0 0.042 25 LEVEL 2 FLOOR:All-Wood joist/Truss 530 22.0 0.0 0.042 22 � '•�'•• p _____: � � [[� "�z � (� DRAWN: MH/MS EXISTNG (I SCALE: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other N� � JOB#: calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in `''" '9 02 9 Q- REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist B CROSS SECTION B `� , I t T 233 O 12/3/2020 i�I' 1 c.;. -'`1 _.: - J �O� SHEET NUMBER: } 'Li' d to SCALE: 1/4" = 1'-0" n Name-Title Signature Date � - 3 4 , DEQ A-9 � 't �l`TFIEJTrI^� �o REVISIONS: WELL ' 4 STATE - - - - - - - - - " � � ' � - - EASEMENT - 5T 20020'0" - sq�gE� �. F5'"1'i7ii 1 ' Fr,*,. .. `P..1.`; AS ��J - i..' : �J �U 1. MENT MAIN `' - ti i r - �r - 7.5 TO -_ O EASEMENT -___ - -_.__ - �tt.P � I J. Fi..'�L',,;�G' 1 ,1 E r-- - - - _ e ro�. 1 I__ 7.5' EASEMENT - I C (�• ; 1 f - -: -- - - - - - - - _ \� ._ ENT ____ 12 _ - I r, , '11-S I , _ Ir FIFOUI ` ED _ -- �`:-L OP:,. 0:` it _ -91 GEPATH _ _ _ _ - _ _ _ _ _ CONSTRUCTION � - 7.71 ED?,'1 P� - - - - - E1�T.ftANCE \ DIRT PATH I YCRC Sl;^,TE. f';�i i';'_ :; �;F'_�r 1=C" - - - - _ _ EDGEPAT - - - - - - _ - - - I ,. R H 2.81 DESIGN G.1 C ?f4,,� I':u'� :a:'1 ERROR". ` ♦ - - -- _ _ _ - M o 38.95' �o o N CC,MPLY WITH LL CODES OF _ _ NEW YORK STATE TOWN CODES ♦\\ \\\ \` �` (\ 1 \ - - - -I I I i SAS REIUIRED NDITIONS OF O \ \ I I-' - I SOUTH TOWN ZBA \, I \ I I I W SCTM LOT 12.1 I J SOUT N PLANNING BOARD N \ \ �\ I `\ I I I _ _ I OLD TOWN TRUSTEES Z O \ \ \ \ \ i I I O �I N.Y.S.DEC (� O NEST POLE 7.81' I I I �I I H \ \ ,O co X90 AREA:7)8RSF \ \ O \ I \ P� 100%RUNOFf�2" r )" =120 CF \�\ \ % % PROVIDE 8'X4'DW \\ NATURAL VEGETATION } �l` E'u W CAPACITY:169 CF \\ SCTM LOT 13 \ I I ' I FLAGOPOLE % e' r 4✓'.. r-y r ,A� � c p i..`�,,,,¢ a �t r 1..i�v \ \ 15.8' 2c \ TOP SOIL % r \ ♦ I I \\\ \\ G \\ \♦ LOCATION/^\ \ \ \\ \ \ I I I T JSS RL.ACARDINA REQUIRED \\ \ < \ ♦ o \ \\ \ \ \ I i I CIO I J \I \ CONCRETE ( I , O 23.8'a \ \\ \ I 7 \ \ Q \ WASHOUT \ \ \ I I I Iuj /7' Irlr - \\ NEW MASONRY \ \\ \ \ \ \ STOOP , NEW MAS. \ \ �' \ WALKWAY COVERED o \ \\ \ � NATURAL BEACH SAND I I I INT AAAAP (I f I \ \ '� \ COBE CHIMNEY PORCH 1 I 1 \ 1 I V` J ~� \\ \ \ EXPANDED ` ► I Irn LONG Q HAY BALE OR SILT FENCING _ _ - I I I I ,� W ALKW AY �� f I LIMITS OF CLEARING' BE TO BE /' REMOVE J I� _ _ - - l S L A N D \\ \ \ REMOVED REMOVE EXIS TNG - 5.61 EDGEPATH I I of of J NO MORE THAN 20'FROl�1 E / G //�`� P 1 ' I / \ EXISTIN 1 � � PATH �• _ - -- � - 1 � �I �I SOU N D --�-- \ \ \ STOOP i I I I - DIRT - - - I I i m PROPOSED WORK AS \\ \ \ TOP INDICATED ON SITE PLAN \\ \ 15.06' \\ \ TOE t� XISTUNC STORY \\ \ -13.9' REMOVE EXISTING \\ \ PERGOLA : Q SCTM LOT 12.2 \;\ I i I ( \ c I Im I I I J to \ � I N \\\\ \1 1 N gx4'PROPOSED 'I I I NATURAL VEGETATION I z\\ \ - , / ♦ p•p,0,011 I I // - J LANDWARD EDGE OF FRESH WATER WETLANDS \ I I I I I 8'X2' I / AS DETERMINED BY SUFFOLK ENVIROMENTAL co600 \\ \\\ _ - " - IDRYWELLI - - - - _ _ - - _ _ - _ \ / CONSULTING INC. ON MAY 28, 2020 I \ \ I I I I I - - - - - - - - _ I W _ - - - EXIST• I N UTILITY \ SHED _ _ - _ _ _ _ _ \ I I I I I S 24004'27" E 497.95' ' ° o ° I e--I m 4 v I O M X O MU , SCTM LOT 14.5 SITEPLAN SCTM LOT 14.13 I 0 00 �: V \ SCALE. 1„ - 20'-Olt I �4 Ln U m ~' SCTM No. 1000-23-01-13 v � N � w3 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE FILL: PROPERTY: 106542.3 SQ. FT. CI) W H T RM WATER MANAGEMENT DETAILS BUILDABLE PROPERTY: 74428.3 SQ. FT S � 0 ESTIMATED AREA OF 6500 SQ.FT. O GROUND DISTURBANCE: N.T.S. EXISTING HOUSE: 1520.2 SQ.FT. 2.04% EXISTING SOUTH STOOP: 20.7 SQ.FT. -REMOVE- 5 CU.YD. 5 CU.YD. EXISTING NORTH PORCH: 158.6 SQ. FT. REMOVE 18 CU.YD. 18 CU.YD. OGEE GUTTER-STANDARD 5" �V NOTES: EXISTING UTILITY SHED: 153.6 SQ. FT. 0.02 99�t rYr 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. EXISTING BEACH SHED: 61.4 SQ.FT. 0.08 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS IDR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BAC0G PAINT. PROPOSED STOOP: 34.7 SQ. FT. 0.050/0 6 CU.YD. 2 CU.YD. 3.A).PERFORM PROPOSED PORCH: 592.1 SQ. FT. 0.79% 90 CU.YD. 10 CU.YD. BRED,q p A).PERFORM WORK IN ACCORDANCEWITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2"FOR EVERY 40'OF RUN. C 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. rr nn�� v I of a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND v � C ACCESSORIES. yGy B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. PROPOSED DRYWELLS: 8'X4',8'X2' 12 CU.YD. 4 CU.YD. �1 DRAWN: MH/MS ' ;T 7J 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL = '� SCALE: CONNECTION WATERTIGHT. 01 N ' 1 70B#: DRY WELLS TO BE 10 MIN. 4.) PROTECTION: N � �� 6/19/2020 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TOTAL: 2362.0 SQ. FT. 2.98% 141 CU.YD. 39 CU.YD. O SHEET NUMBER: COMPLETION. �� �O Qo o Or ESN 0 0 0 MEETS&BOUNDS BY: PETER GROBEN LAND SURVEYOR SURVEY DATE: 06/16/2020S-1 REVISIONS: F-71 F'--1 �J 00o aao0 0 0E0 0 00 Q .. o ULI PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" O o � P4 w z Z w 011 0 m G7U � u 00 N � �," OJ � W W �I H V 0 N 0 0 x C7 IN SC yid M5 DRAWN: MH MS EXISTING SOUTH ELEVATION __= A �� a / N SCALE: SCALE: 1/4" = 1'-0" N � F�s�--� JOB#: � 6/19/2020 ¢ 9�� 0 3g � SHEET NUMBER: O F N E\ A- 1 REVISIONS: — r — 7FTT gig O ® O Q PROPOSED WEST ELEVATION � = PROPOSED EAST ELEVATION SCALE: 1/4" 1'-0" SCALE. 1/4 — 1 -0 O -Q, � � z z � � z W � o H w 0 COO, M y o X v O � x 0 ca co 5;7- �. CZ � W RI M1� � U 0 f77 EXISTING EAST ELEVATION EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" RE, s Rcyi t —i DRAWN: MH/MS SCALE: JOB#: 6/19/2020 �(0 OF SHEET NUMBER: N E� A-2 REVISIONS: - O Ull r O _ h-I _ nH PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" o � cu � z o W 0 ® ® o .5 u u m M o +: 01) � V v- rn N cu -o Lt1 W EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" 7 DRAWN: MH/MS ,'y l SCALE: N * JOB#: 6/19/2020 �OQ- SHEET NUMBER: OF NE\N A- 3 REVISIONS: IIII III � u„ un I IIII 1111 uu uu u„ uu nn "n u„ nn I n„ ml I I uu un i I I EXISTING IIII 1111 IIII 1111 EXISTING PORCH IIII IIII IIII IIII 1111 IIII IIII IIII IIII 7.8 CONC.BLK.WALL(7-4 TOS-BOJ) STORAGE ROOM uu 7-3 CEILING IIII EXISTING BEDROOM IIII IIII 8-0 CLG HT EXIST. FURNACE un uu nn nn � EX.2X8 FJ 016"OC (NO SILL PLATE) -' 7-101/2 PLT.HT. O IIII nn C H ml 1 ' M "I K E nll P x F�1 lu �nll Y �IIII X EXISTING LIVING/DINING _ "" 8-0 CLG HT - - - - IIII F--1 x un N IIII y IIII EXISTING SITTING ROOM EXISTING BASEMENT " EXISTING GARAGE CATHEDRAL CEILING DN p iiii 7-3 CEILING n ( i-' nr--� -----_-_-_---__—_—. -__ 7^ - - '-r---- -—- EX.(2)2X8 — 11 11 ' iiii ' O EX.3X10 F1 na.16"OC V UL- O EX.3X8 F1 fa 16"OC (NO SILL PLATE) EXIST. KITCHEN EXIST. EXISTING BEDROOM uu x 7.3 CLG HT ---- BATH 8-0 CLG HT ml O p I I O e nn I I w �o 0 fill I I uu I 1111 ; I un I 7-10 1/2 PLT.HT. n W �O EXIST. EXIST. 7-8 CONC.BLK.WALL(7.4 TOS-BOJ) -� STOOP STOOP " I II II II II II II II II II 1 I II II II II II II II II II I I II II II II II II II II II I � II II II II II II II II II I II II II II II II II II 11 I I II 11 II If II II II II II 1 � II II II II II II II II II � --------------- i n u u u n u II u n i EXISTING 1ST. FLOOR PLAN SCALE: 3/1611 - 1 I-011 EXISTING FOUNDATION W SCALE: 3/16" = V-0" O � � O � Z o w 0 N � m �I O m m Nr +v � •a V pum m � � C7\ T 2X6 RR 0,16"OC O y 000 a. \ 6.7 PLT.HT. /. '�4 s. r �+ 4-0 PLT.HT. I 4-0 PLT.HT. U m EXISTING BEDROOM "t fl I cV 10, I I I I w � 7.7 CLG.HT. � I I I I ----------------' •------- ----'- ATTIC i ACCESS I I I I EXISTING BEDROOM ( D? +q® 7-7 CLG.HT. 1 J M..j ------------ 0jI V O ---------------------------------' f--- EXIST. BATH N I 4-0 PLT.HT. ' O 6-7 PLT.HT. 2X6 RR 0,76"OC W EXISTING 2ND FLOOR PLAN �,�EREDq SCALE: 3/16 - 1 -0 �� vlry Qo 4.1 r, N DRAWN: MH/MS N SCALE: —� JOB#: 9�F 022 ,,,9 OQ— 6/19/2020 OF N �( SHEET NUMBER: A-4 REVISIONS: A 36'-101/z" 7 II II 11 I_ II 1_111 II 111-1 -4 101-81/211 4 11 O MASONRY STEPS(16"TREADS) I Q, I - - — — — — — — — — — — — — — — — — -I w/ U,o------------------------------------,o ,o -------------------------------------- -=-`U,o ---U,Q---�,Q---1,%---v`a- /- ' - I r------------------------------- - ------------------------------- - - ---------------------- D 8"PC WALL p i w/16"X8"FTG (2)#5 REBAR i (4)#4 3'BELOW GRADE c VERT REBAR AT COLUMN MIN. (TYP) \ Z p ' LOCATION p (TYPICAL) MASONRY PORCHCIN `D ADJUST CONC.WALL THICKNESS FOR SHELF TO BE USED TO SUPPORT PATIO,PORCH,STOOP. AR281 Z p ' ALL FILL BENEATH CONCRETE SLABS TO BE p i fV (REPLACE EXISTING) COMPACTED TO 95%RELATIVE DENSITY. - ' NEW O SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE ` HOSE BIB ~ w/6X6 10/10 WMM OVER#4 REBAR @2'OC EW. BLUESTONE TO BE INSTALLED OVER SLAB. #5 REBAR @I F--� RELOCATE 12 OC (TYP)I t SLAB EX.HOSE BIB M HAUNCH (TMP) STORAGE ROOM REMOVE AND FILL "" 7.3 CEILING cN - -� O IIII 7-8 CONC.BLK.WALL(7-4 TOS-BOJ) = EXISTING OPENING nn = ECURE IN WALL w/ p o un 1 5 REBAR AROUND IIII I 1 PERIMETER(TYP oil 00 ' EXIST. x I'l' 3'-11 5/16"x T-83/6" I I FURNACE N iiii TW2636 CUSTOM PICTURE TW2636 I of p Q v IIII ILu I x iiii fill 2X8 F1 Ca?16"OC i Lu IIII (REPLACE EXISTING WINDOWS) 7-10 1/2 PLT.HT. 00 I 110 I p f lill (NO SILL PLATE) I "I iiii MIN.(2)9-1/2 ML HEADER I w I �c I C --Ini--i I I CONCRETE SHELF H I °CI p l (OPTIONAL: 1 I I I O �' w B I O 1 i .'i SLAB HAUNCH) M L uu i m Q w Z ^N --JUL- v m o 1 i B"PC WALL E IIII P ce CL CL N Z' I I p I w/16"X8"FTG Y '-iii--' `D a (2)#5 REBAR i Illi i NEW LALLY COLUMN v -; 3'BELOW GRADEW I it i UNDER POST ABOVE x `° M�•�Pj---------- ' , I IIII I w/2'X2'Xl'FTG W EXISTING LPTANKS ~ 1,N RE-LOCATION/SCREENING v ------------------------FOOTING- w iiii TBD w/OWNER Q' FOR COLUMN "" EXISTING GARAGE - - - - - - - - - - - - - - - - - - - - - - W ---lilt 121-0" i f"l'� T Ex. (2)2X8 7-3 CEILING EXISTING SITTING ROOM CATHEDRAL CEILING __ O � EX.3X10 F1 Ca)16"OC =N L IIII I JLIL__. un W ;;;; EXISTING BASEMENT o W M EX.3X8 F1 (a,16"OC '— iiii m g � B i-----------------------i (NO SILL PLATE) X Lu N IIIICD .•.IIII ' ' x II11 ; i N v LX :::: I x' M ' r+ Q u I W ch U iiii PROPOSED OUTDOORu #5 REBAR @ iiii i i SHOWER LOCATION Lmo ;:Z o "' 12 OC (TYP) iiii 7-10 1/2 PLT.HT. VERIFY WITH OWNER 0 c3" S 'u (REPLACE EXISTING(VIF)) x o m' i i2'8.. � }+ W—V @)7 ° I tz ° TW20310 DHP310310 TW20310 (REPLACE) 00v \ ' SLAB #5 REBAR @ 7-8 CONC.BLK.WALL(7-4 TOS-BOJ) ' ' OA P- : HAUNCH 12"OC(TYP) 4 (TYP) ' a, ' �' 2'8" �� ^G M m ° I d NEW (REPLACE) `� I ,o --------------- -- HOSE BIB REMOVE EX. N c D P D P D P D P d "o Cn OUTDOOR SHOWER N -------------8-- PLUMBING AND RELOCATE , L L w3 - - MASONRY STEPS(16"TREADS) L — — — — — — — — — — — — -' W 11w' ) U PROPOSED FOUNDATION A SCALE: 1/4" = 1'-0" N un �114 �,S��tED gRcy v tN 8n n N DRAWN: MH!MS SCALE: - JOB#: 22 39 O� 6/19/2020 O F E I SHEET NUMBER: A-5 REVISIONS: A 0 I� 35'-6'/2" i I ------------------------------------- _________ -____ _________ ______ ___ ___ _______-___ ____---_ --------------------------___1 11 11 _-_ _ __ _- -- (3) 1-3/4X11-7/8 ML GIRDER(WRAPPED) (3)1-3/4X11-7/8 ML GIRDER(WRAPPED) (3)1-3/4X11-7/8 ML GIRDER(WRAPPED) % 10X10 COLUMN I i r w/6X6 ACQ POST ^ (TYPICAL) I l y I l a R 0 I I COVERED PORCH PROVIDE PRICE AND OPOTIONS FOR PHANTOM x Lu ��(G\ RETRACTABLE SCREENING,MANUAL VS AUTOMATIC i I oc J,S\ https://www.phantomscreens.com/ I i http://www.seasideretractablescreens.com/ " m o `�I I REPLACE/ENLARGE EXISTING '!7 1.888.PHANTOM(742.6866) oo ' 00 �9\ DETAILS AND MODIFICATIONS TO BE REVIEWED AND nx, ' ' TW3046 DHP4246 TW3046 H I n T ADJUSTED AFTER OPTIONS FINALIZED WITH OWNER I 4'J 10X10 COLUMN H AND INSTALLER w/ARCHITECT&GENERAL CONTRACTOR I 2 2X8 HDR 2 2X8 HDR 2 2X8 HDR M�"1 I w/6X6 ACQ POST , I O O ( ) T I M Ri/7\ (TYPICAL) I S DBL 2X DBL 2X Q �tL i i H POST POST ^ II N y ?\ RE-FRAME WALL TO 2X6 I I 1 p� i FFA E 30610-0 120610-OXXO E 30610-0rn I N (3)1-3/4X20 ML HEADER ; w 10 O (ALT.: (2)16"ML w/3/4"STEEL) a mce I I M 1 0 %0 Lu I cV w V = � REPLACE " = m 1 v x rn x �w r (DORMER WALL ABOVE) D w X y a 2X8 DF#2 C1 P16"OC N I J I I i 5 0� W0 1 uol / ® ® _ _ `-- H 0EXISTING BEDROOM 1 1 - - - - - - - � D o - - -1 - - W - - - - - - NI ® R- , ��AR 80CLGHT I I[) O O I EXISTING CLOSETS TO REMAIN COVERED PORCH i ; (NO CHANGE) REPLACE ar �DM BIFOLD DOORS w/BARN DOORS ' XISTING 1 IN - 1 ING i 0 INSTALL GAS x B1 1 I IX EXIST. � FIREPLACE � 1 � 1 � 1 1 1 SH -------------- SH � ^ r VENT INSERT �' EX. 3X8 FJ (a16"OC .0 : Z 1 t O I 1 I I r M AL .B AM OPTION: i i i ' i i 1 1 I I ( ) 1/4 MLw/(2) v� 8'-0" O 3/8"S EE FLUSH BEAM i --------- (REP CE w/BARN D ORS) (3)1.3/4X11-7/8 ML GIRDER RAPPED) h -/4X5-1/4 1.8e TIT ------------------- ---------� PARALLAMCOLUMN ------ _ EXISTING BEDROOM (/WI �'r--------, I ' I I 1 10X10 COLUMN Qi l i i D 1 i P: w/6X6 ACQ POST EXISTING ELECTRIC 8 0 CLG HT METER AND UTILITY �' L-- i i EXISTING CLOSETS TO REMAIN ❑ W (TYPICAL) CABLES/CONDUIT 81_011 6.1 ______, -- _____ - __ \ (NO CHANGE)REPLACE �BIFOLD DOORS w/BARN DOORS RE-LOCATION TBD 3� w/OWNER o � . EX. 3X8 F1 0,16"OC \ \ Ll d' N -------� r - - - - EXIST. ` 41-9,j11- - - - BATH B REPLACE FIXTURES co REPLACE o v1 I I AND FINISHES EX.WDW. m fn � o - - - - ------- - - --,- EXIST. KITCHEN I WOOD FLOOR TO MATCH HyUSE O X u "2XBL M I m1I EX.2X6 C1 P16"OC 3 1/2X5�1 L4 2 0� } (DORMER WALL ABOVE)PAJALLAM CbLtJMN 'T- - - - - - - - - - ' u I I P4 �" c5Ua m 1'.4"S/L 3,-0, 1'-4"S/L CW135i i O O w v v a; PANTRY NEW PORCH I --'-' I P TEMPERED O REPLACE EXISTING CW335 A281 TW30410 n x 4 REPLACE/ENLARGE EXISTING REPLACE REPLACE p EX.WDW. EX.WDW. rn U N OGiI � 0~ ------------------------- PROPOSED 1ST. FLOOR PLAN W SCALE. 1/4 V-0" � U O N d un ED \,5�`rt cbVIN qR `r 4 �?J -� DRAWN: MH/MS SCALE: N -� 1- r JOB#: � I:L C6 9l' ��2Q` 6/19/2020 �. 1 2339(3 0 SHEET NUMBER: OF E� A-6 REVISIONS: A H W Q Z O Q Q REPLACE EXISTING WINDOWS SIM.DH SIM. DH SIM.DH 6-7 PLT.HT. 4-0 PLT.HT. 4-0 PLT.HT. C211 C) EXISTING EDROOI \, D ----------------��- ►-------- ------ ATTIC O 7-7 CLG.HT. ` ► ACCESS �] z z o +6BE --- -- --------- ------- zo = W REPLACE rn � V EX.WDW. v x . r W EXwl. 7-7 CLG.HT. - - EXISTING SHOWER W TOREVIEN / \ WITH OWNER TO ENLARGE EXIST. BATH B REPLACE FIXURE 4-0 PLT.HT. AND FINI 0 O 6-7 PLT.HT. cn �No m M v 01 . V CW135 CW135 o m ;:z REPLACE EXISTING WINDOWS 14 M 1.REPLACE WINDOWS THROUGHOUTLn 2.VERIFY EX.HEADERS(MIN.(2)2X6. U 00 3. REMOVE EXISTING SIDING.REPAIR/REPLACE N o W DAMAGED OR DEFECTIVE MATERIAL AS REQ. 4.NEW SIDING AS SELECTED BY OWNER WITH MANUFACTURER RECOMENDED UNDERLAYMENT. 5.REVIEW CEILING FAN/LIGHT OPTIONS WITH OWNER 6.INSTALL/REPLACE SMOKE AND CO DETECTORS PER CODE W PROPOSED 2ND FLOOR o A SCALE. 1/4 — 1 -0 N d RE D qR� VINs N � N DRAWN: MH/MS SCALE: '9 0 2339 Q� JOB#: 6/19/2020 OP N SHEET NUMBER: A- 7 REVISIONS: A �!1 H W ----------------------------------- ------------------------------- --------- ----------------------, I I Q Z U I ��J O I W I I I I I I I I 11 I I II I t I I I I I I I I I I I I I I I -i ----------------------------------------------------------------------- - � ' 2 6R i C I -------------------------------------------------------------------- 2^�2 I I 1 I I 1 p I L4TE 2X12 LAYOVER PLATE 1' 1 1I 1 II I ' I II I I II I 11 I ' n 12 I I 11 I 11 I I I ' I I 2X8 DF#2 RR(a)16"OC I I ' ce ' a ' ' '- -- - ----- -- I 0 O I 1 x I II r _� __ ______ __ __ __ __ __ __ I I 7 ElI N I I � , ' hal 7 c I 11 I 1 1 I I I 11 " i I I I I I 1 I I I 1 I i 1 F+y I II j I II I II II II 1 1 � I II II I I I I I I I I I i I I D Ex 1 O N I I I I I I I O I II -- -- -- -- -- -- -- -- -- 00 — \ I I I I 1 , j I I 011 U N dr. . v 1.REMOVE EXISTING ROOFING THROUGHOUT. 5.INSTALL ICE AND WATER BARRIER ALONG ^0 W PERIMETER,VALUES,HIPS AND INTERSECTIONS h- 2. REPAIR/REPLACE DAMAGED OR DEFECTIVE WITH ROOFS AND WALLS(MIN.1') MATERIAL AS REQUIRED. 6.EXISTING.CHIMNEYS TO BE INSPECTED FOR REPAIRS 3.NEW ASPHALT ROOFING AS SELECTED BY AS REQUIRED.INSTALL NEW FLASHING,REPAIR JOINTS, OWNER WITH 15#FELT UNDERLAYMENT ETC. cl) (ROOF PITCH 4:12 OR LESS TO HAVE ICE AND WATER BARRIER). 7.FASCIA,RAKES,SOFFITS TO BE REPLACED WITH VINYL MATERIAL. 4. PORCH ROOF TO BE ASPHALT ROOFING AS u U ALLOWED AND INSTALLED PER MANUFACTURE. 8.INSTALL NEW GUTTERS AND DOWNSPOUTS. O DOWNSPOUTS TO BE CONNECTED TOADS PIPE, I U) INSTALLED UNDERGROUND TO DRYWELLS AS NOTED �I PROPOSED ROOF PLAN ON SITE PLAN. A SCALE: 1/4" = 1'-0" d x - 1 �G N Scy y% �J < : 7 DRAWN: MH/MS 1 N SCALE: JOB#: 022339 Q� 6/19/2020 4<1 op E��O SHEET NUMBER: 8A- REVISIONS: 2" I I � 2 EXISTING • / s / O . 2" • O/ O / 2" • . • . • / , , l DORMER OVER kls I I I I ) ) ( I I I I I I I I KITCHEN) t ` F, 1A, EXISTING C EXISTING BEDROOM FASTENER TYPE: SPACING; I ( I if INo.8 WOOD-SCREW I I REPLACE EX.WDW OR WITH 16"OC N ) tin.EMBEDMENT LENGTH • eNo.10 WOOD-SCREWS 11 ` 1 l /� BASED ANCHOR WITH 16"OC I 1 I I I 1 1 tin.EMBEDMENT LENGTH f ( I / I 1/4in.dia.LAGSCREW l ( I I 11 II + II I II II IO1 ( 2X12 LAYOVER 12 BASED ANCHOR WITH 16"OC I 1 ( j 1 REPLACE EX.WDW CUT BAC ROOF Ff 2 21n.EMBEDMENT LENGTH — I ! — I I I + — • ® •• e • (VIF) �r� 2X8 DF#2 • I e ( � I � � AS REQ IRED i,L R8 @16„ I 1 � 0� ________ I ( I I I I 3/4"APA PLYWOOD EXISTING I SHEATHING 2X8 DF#2 CJ @16-OC I O I �1 f/ I I ( f • 1/2"APA RATED SHEATHING GRADE PLYWOOD • ,• I � fee • ,• 1 1 (ALTERNATIVIVE:7/16"O.S.B.) I I I I I FF", 11 REMOVE EXISTING REPLACE EXISTING 2X4 WALL (3)1.3/4X11.7/8 r 1/2"APA RAT ED SHEATHING I I I EXISTING LIVING / DINING DECO.BRICK FACE WITH NEW 2X6 WALL. ML GIRDER I I I GRADE PLYWOOD I I (ALTERNATNNE:7/16"O.S.B.) I J I WALL TO BE ADJUSTED FOR O EXIST.MASONRY FP w/ NEW DOOR HEADER I BOX IN w/1X10 MANTLE TO REMAIN _ _ r I I I ( I ! ( I ! ( e ) ! • ) e• ) e ) • ��OOOO �� VINYLTRM(TYP) o COVERED PORCH FASTENER TYPE: SPACING ' I 2X4 DF#2 ! ! ! (! �- = I No.8 WOOD-SCREW ' @)f f ( I f ' f I f I I C_ �_ INSTALL NEW 6 POST �I w llt\ STUDS I BASED ANCHOR WITH 10"OC ( \ ' @)f FP INSERT(VLF) tin.EMBEDMENT LENGTH O WINDOW SILL f Ir( ( I ( I � ' f� ' f� I ]=C- BLUESTONE OVER 4"min.CONIC.SLAB A. De BLUESTONE OVER 4"min.CONC.SLAB TYPICAL WINDOW OPENING BASED ANCHORWITH 12"OC w/6X610/10 WMM OVER COMPACTED w/6X6 10 10 WMM OVER COMPACTED ��I1 CLEAN FILL(TYPICAL) �O PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH 1 II I II I ( CLEAN FILL(TYPICAL) THAN 4 FEET 1/4in.dia.LAGSCREW Q• I I , ( (1 II • I 1( I I th'Q EXISTING BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH •, • •• P, • • Q #4 REBAR, b #4 REBAR, Z • ® • • • , ti EPDXY COATED, TYPICAL DOOR OPENING I d EPDXY COATED, 16"X16"PIER • b a MULTIPLE PLYWOOD ASSEMBLIES • 12"OC(TYP) 12"OC(TYP) _ PANEL SPAN GREATER THAN 4 FEET FASTENER TYPE: SPACING: (4)#4 VERT. •• � Q 8"PC WALL •, 2-2X4 DF#2 STUDS CONNECTED _1 REBAR MP) 4 O No.8 WOOD-SCREW a • �' _1 V1 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC M d'••.�. M ORGALVID NU BOLTS W/WASHERS tin.EMBEDMENT LENGTH L _ _ •' ' EXISTING BASEMENT `'�.• ~ O THAN 6 FEET AND NUTS @ 2'-0"O.C. —'- — EXISTING — — — � — - -No.10 WOOD-SCREWS 16"X8"FTG EXISTING 24"X8"FTG TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC (2)#5 REBAR 7e (3)#5 REBAR ~� PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH 1/41n70 AND EQUAL OR SMALLER BASE dia.ANCHOR WITH M'--1 Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH EXISTING ^ -- - - - - - — - -- - - - - - - -- --- - - - - - - - - - - --- - -- - - - - - - -- H 3 A CROSS SECTION A 11/2 Iva 11/4 6 �o SCALE: 1/4" = 1'-0" 1 W.C. LAV. SHO ER 2 3 11/4 GO w 3 8'-0" V Y 11/4 11/4 11/1 11/4 O � � SINK V. C. F . SH II O2 2 V 1 11 C.O. 11/4 3 I C.O. O 11 11 11 5/4X6 CEDAR _ r CAP �011 i v4 1X3 CEDAR a w TRIM W.M. 4X4 ACQ POST 3 r la C.D.FLOOR PLAN3 � W C.O.I 3 SCALE: 1/4" = 1'-0" 3 2X4 HOR. _ 4 ' HTOAP0.0VED SLOPE"1/4"PER FOOT PITCH TO DRAIN TMP OUSE SEPTIC SYSTEM BRACING 6'-0 1X6 TG&V1 CEDAR SDG, PLUMBING SCHEMATIC BENCH SCALE: NOT TO SCALE Nv +' 1X4 CEDAR cm•1 m ai o 2X4 TRIM 1 6" @16"OC o m N M .2 11 14X DECKING rr', `�° Il 5C1 2X4 ACQ @16"OC WNW SWWW IIIA J�11'' fill }r w illllll�llllilh�lldlll�l �, - 11: _ --!''II � z � v a4 COMPACTED STONE BASE ', ,,q O ro (DRAINAGE AS REQ.BY CODE) ro N d+ v FRONT ELEVATION .5 ",0- 4 3'_011 SCALE: 1/4" = 1'-0° EX. BEDROOM ^ Ln U r' ., d XISTNG rn � �Qo CONC.DIA ;a' CUT EX.JOISTS AS REQ. N a v ro , PIERq O NEW BEAM FOR BEAM. Ow JOIST 2 4 W a o,•a PIER a o.•e � NNECT 12 ,� HANGERS(TYPICAL) EXISTNG 2X8�F#2 RR @16`OC EXISTNG EXISTNG '------- 2X8 DF#2 CJ @16"OC CROSS SEI N EX. BEDROOM W SCALE: 1/2." = 1'-0" ---------- (3)1-3/4X14 ML w/(2)1/2"STEEL (3)1-3/4X11-7/8 Ql XISTN UPSET BEAM ML GIRDER U EN EXISTIN IV I : DINI 00 EXISTNG 10X10 BOXED OUTDOORSHOWER DETAIL SIDE ELEVATION 5-1/4XALLA COVERED PORCH IN COLUMN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 18COLUMN M BLUE57TONE OVER 4"min.CONC.SLAB w/6X6 10/10 WMM OVER COMPACTED 10 , 11E I,L_ 1111CLEAN FILL(TYPICAL) STORAGE ROOM EXISTNG EXISTNG ..• . . V cn 1 ' D-a #4 REBAR-, 1 � Q EXISTING SITTING ROOM EPED, El 7 12°OXY COA��(TM ) ° 8"PC WALL c EXISTNG � EXISTNG EXIS-NG i ; • ; C) I 1 • 1 M .. . ,. , .. , .. . ,. .. . .. . EXISTNGEXISTNG 1 - ------- — - - — EXISTNG 1 16"X8"FTG EXISTNG i (2)#5 REBAR 1 ?,ED c o t-..• l2 �� DRAWN: MH/MS EXISTNG SCALE: N JOB#: 'i f,dl 6/19/2020 s CROSS SECTION B N — �- SHEET NUMBER: 0 2339 0 �o SCALE: 1/4" = 1'-0" SOF NE\� r Arg REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE o RIDGE n LEDGER ooA B ATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Zj CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20 o. ST�RA?j APPLY OVER RIDGE TO EACH RAFTER 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ~ 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD W THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^ CHIMNEY AS REQUIRED F---I RIM BOARD RAFTER Z SILL PLATES WALL SHEATHING _ - RAFTERS ` MAINTAIN PLATE(S) VENTILATION ' ' • ' • ' • SIDEWALL FLASHING WOOD JOIST FOUNDATION �� TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST O STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ GUTTER F--I ROOFING TO AVOID SOAKING NOT LESS THAN 1/150 OF THE AREA OF ^ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER F--I INSTALL 4'0" O.C. ���� . , SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT �--I 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS �. RESISTANT METAL MESH WITH MESH NEL tONTIN. SOFFIT / EXT. PLYWOOD F-1 ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF /a INCH IN DIMENSION. INSTALL 4'0" O.C. AND SFLASHIOGASOTO MAINTAIN FORM NAIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8"' - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY - CONNECT TO 4" - 6' RAFTER RT10 103/4' x 18ga. TYDOWN ANCHOR ON ALL OPENINGS / �` ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL 14" 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS EACH RAFTER ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE ' FLASHING 4 INCHESol - RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING c SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST z z TOP PLATE W � O GIRDER/HEADER W SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS D (� INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGSCONNECT EACH RIDGE VENT FOLDS D ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN MPCHOR AFTERTOPLATE OVER RIDGE TO AIR PASSAGEIF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4'x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. (Sc REDUCE BUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS PLATES TO EACH STUD 0 ti DBL. SILL PLATE O I c`w v TERMITE SHIELD , r SUB FLOOR c`nn M v WOOD JOISTS xo v SILL GASKET ' m � r NEOPRENE , TYP. CONC. FOUNDATION ( CONC. SLAB POLY ' GASKET - �� ' 2x6 /2x8 CONTINUOUS WOOD PLATE O x o � DAMPPROOF EXTERIOR V GRANULAR FILL , ° ^ `� ; I - v V� 6MIL POLY ON EXTERIOR ' BOLTED TO STEEL BEAM WITH �-' w � .x 1/2 " DIA. BOLTS © 48" o.c.. STAG. (Z p � ° V s STEEL COLUMN \,D 7 �� i p 9A A ( ROOF JACK �r CONC. SLAB `. ' '� �° ° u ^ �� 11, � STEEL BEAM ^ ANCHOR BOLT EMBEDMENT: �. 4" x 1/4" x 8" STEEL U M _, ( POURED CONCRETE: 7" ° COMPACT FILL o r BLOCK WALL: 15" ` I �' `� � TOP AND BOTTOM PLATE oo .fl V V i d h1 D ROOFING LAPS WITH 1/2" x 6" ANCHOR BOLT p W a ° e e r` FLASHING AT . ' CA v KEYWAY FOOTING D A SIDES AND TOP �'3 CONC. FTG. 'p Q'� G D � ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS ' � 1/2" GROUT 0 0 ^ ^ (USP LB PS58 OR B P583) o REINFORCING BAR O ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN DRAIN TILE D SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC W NC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC TYPICAL CO WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING 0 ROOF JACKS & VENTS DETAIL WALL BOTTOM PLATE TO FOUNDATON 1-2 STORIES 57" OC O SLAB-ON-GRADE r SUB FLOOR CONIC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE I ( JOIST COMPACT FILL DOOR I G — USE 2X81 " STEEL BEAM FOR B LOC KOUT V 4" SLAB W/ 6X6 WMM I I SLOPE ' P.T. PLATE M 4"DRIVEWAY x —® � • 1/2" AIR SPACE �`� < < <� ° ° NOTCH JOIST AND ADJUST HEIGHT „ ES OF WOOD 7 1 2" e e e (WITH A NAILING PLATE IF NEEDED) d AT END AND s` °' " D` D 0 s e ° ° e e TO BE APROX. 1 OR HIGHER THAN ° __� STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS _ _ ° ° a e •e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE Q _6 �„ ° -d e e . 6X6 W.W.M. - .,- - - .+ - ° _�i I a _ ' r. � D' °o 'o II—II—III�IIL—I I. D•S DGI D• D �' . LA ' MAXIMUM Lul r 'SUB FLOOR MIN. e� NOTCH BEAM F(OR MUDSILL IF REQUIRED NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BAR 01STREINFORCING BAR 'mac `C �;. VIII q h/ DRAIN TILE �o poI ° e e SHEET METAL / 30# FELT UNDER BEAM AT POINT I�I ° 1,'A �e �eSTEEL m BEAM 12" e• OF CONTACT WIITH CONCRETE OR CONC. BLOCK _iTi_i i�Ti-i�iTi- -ii- /� f e•e c 3" J PLATE (BOLTED TO BEf{MM -1 DRAWN: MH/MS TYPICAL CON,C. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM N SCALE: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. f ! s , ? JOB#: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT �N �Lr#' -� 6/19/2020 022 0 SHEET NUMBER: BEAM POCKET QF A-1 0 REVISIONS: GE *1NN` ERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF OCCUPANCY R3 RESIDENTIAL • CLASSIFICATION 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) r 'I). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGE 20 (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 OVER PARTITION WFCM - SBC LAP NAIL (STORAGE) EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as art of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 " CEILINGS P P g MASONRY WALLS (8 THICK) 80 (PLASTER, STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING FIRE ESCAPES 40 CEILINGS(GYPSUM)P y P 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6"THICK) 85 ) L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS t0 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under - STAIRS LINTELS (SUPPORTING MASONY WALLS) L1600 construction means methods, techniques, sequences, or procedures, or for safety the late and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL 40 ' q q P Y P P PP QTY. SPACING NOTES ROOF (GROUND SNOW LOAD) 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt :ipeciflc use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMO TOP PLATE FOOT SEE NOTE: 1 LOAD PATH PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT- 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE E-746). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD STUD TO 2 - 16d COMMON2411 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and O.C. NAIL Sym.: Q i). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. ant g pantry, closets, trims, etc. edges and 10 o.c. in the field shall be in accordance with the length requirements specified such as bookcases, shelving, HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. ENERGY CALCULATIONS � q g 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STVD 3 - 16d COMMON PER 2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PARI" 124 `Z FOUNDATION NOTES: ell exterior shearwalls shalt meet the requirements of table 3.15a-b times the ,BOTTOM PLATE TO: T FLOOR JOISTPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16. BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST determine intended heights of finished floor(s) above typical grade. FLOOR FRAMING. WINTER ICESHIELD FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q interior shearwalis are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO: 4 - Sd COMMON PER TOE TO HEAVY MODERATE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: @ @ 6" O.C. SEE NOTES: 13 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ „ SEE NOTES: 1 ( BOTH FIELDS) �+ anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O.C. d COMMON @ 12 O.C. Ei maximum lifts (layers). P P g NOTE: 2 FOR PANEL FIELD w along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON " 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL @ 4 O.C. 8d COMMON @ 4 O.C. SEE NOTES: 1,3 Q 8'x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES' JOIST ON LEDGER PER TOE NOTES O i'). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - 8d COMMON JOIST NAIL � � z THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be gatvinized or stainless steel. TO JOIST 3 - 16d COMMONZ JOIST NAILP C) 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w .3). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST T0: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 w FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R FSH ATH1N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F For framing members with <0.42<G<0.49, the nails spacing shall be reduced to 6 inches o.c. I). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL P g W Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 'QTY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. 5). to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1 3 BOTH FIELDS o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) GYPSUM 5d COOLERS M � i~ o �f). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 7 O.C. EDGE NOTE: 2 FOR PANEL FIELD C" v Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON 6 O. 8d COMMON 12" O.C. SEE NOTE: 3 . 6). Concrete piers shall be a minimum 6" above grade. @ �� @ ° `'' a, " o a, openings. LVL headers to have 3 jack studs an (2) full length studs on each side of WALL SHEATHING: �? o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES O x in U openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL w 0 to girder(s). JOINT DESCRIPTION and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6 U00 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 6n - 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall X M ' anchors where applicable to all connecting joists. PLUMBING NOTES be used. U 7/16 OSB 3 O.C. EDGE u 6�d COMMON PLYWOOD 6" O.C. FIELD Un 5). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 00 .fl Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. N W on plans. WALLBOARD 5.d COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. F LOO R S -IEATH l N G: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify JOINT DESCRIPTION F3). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P y with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. &114 w state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. H where applicable unless otherwise noted. P g P STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q 9). Provide blocking/bridgingin floor joists at 8'0 o.c.. Use solid blocking In floor joists HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD IN. 4" ILL 2ND. FLOOR) U 1 g ) MIN.44"SILL-AFF (kw) NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing wal Is. O 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. �4. IN 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. 1'I). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at theg anel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. P g Contractor and owner for final review and approval. " P g g 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ) PP is nailed 3 on-center at the panel edge to obtain higher 2 .At all interconnections between concealed vertical and horizontals aces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. p P4 ELECTRICAL NOTES' drop ceilings cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities, nailing requirements for structural P g gs• x P � g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � � • members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d, O' er SUbfIOOr as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE LEAST 95%PROCTOR 1 All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. under stairs shall comply with current N.Y.S. Residential Code. P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. P g to have reg P regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3) BACKFILL .For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. NC UDING SUBF OOR,I5) LE00R DECK CONSTRUCTION, IS COMPLETE. D 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or / �F q C approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ��Evl torch down type material over. and R315 of IRC. C-),' 1,; 7 ; -► DRAwN: Mx/Ms (�'' N SCALE: _ 16). All sill plates and wood In contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G v7 �" ' b e installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP � -4 JOB#: , t AND BASES. USE WITH FLASHING CAPS TO 6/19/2020 COVER TOP >� 2 l.o. r� Q` 0 �Q SHEET NUMBER: A- 11