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HomeMy WebLinkAbout42464-Z o�OS�FFQt'fc®G Town of Southold 12/20/2018 0 P.O.Box 1179 w' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40119 Date: 12/20/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 6030 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-1.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2018 pursuant to which Building Permit No. 42464 dated 3/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations with unfinished attic space in an existing one family dwelling as applied for. The certificate is issued to Sgueglia,Amedeo&Kellyann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-50186 9/26/2018 PLUMBERS CERTIFICATION DATED 12/18/2018 Ny Stahl h e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT z 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#: 42464 Date: 3/19/2018 Permission is hereby granted to: Sgueglia, Amedeo 14 Carlyle Dr Glen Cove, NY 11542 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 6030 Youngs Ave., Southold SCTM # 473889 Sec/Block/Lot# 55.-2-1.4 Pursuant to application dated 3/7/2018 and approved by the Building Inspector. To expire on 9/18/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $364.80 CO -ALTERATION TO DWELLING $50.00 Total: $414.80 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: ocation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate l topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0_5 e &/ll P New Construction: Old or Pre-existing Building: (check one) Location of Properly: ®�a yo 0AIC_S UE . 'aV U House No. OF Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block ©� Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: / Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ���/// (check on ) Fee Submitted:$ C50 Applicant 'gnature Certificate of Compliance ....................... .................... .................... . ....................... .. .............I............................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................. .................................................... ......................................................... ................ CERTIFIES THAT Upon the application of Upon premises owned by All Sons Electric Sgueglia Residence 112 Albany Avenue 6030 Youngs Avenue Freeport, NY 11520 Southold, NY 11971 Located at: 6030 Youngs Avenue, Southold, NY 11971 Application Number#: 18-50186 Certificate#: 18-50186 Electrical License#: 47544-ME Section: Block: Lot: Building Permit#: 42464 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Bathrooms (3)/ Kitchen/ Living Room/ Family Room/ Dining Room A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the appjicable code/or standard promulgated by the State of New York, Department of State Codd Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance the_rewith on the 26th day of September 2018 Name QTY Duplex Receptacle- 15 Amp, 120V 31 ARC-Fault-20 Amp, 120V 2 Dishwasher Circuit-20 Amp, 120V 1 ARC-Fault- 15 Amp, 120V 4 Incand. Fixture- 15 Amp, 120V 49 Dimmer- 15 Amp 120V 23 Exhaust Fan - 15 Amp, 120V 1 Switch - 15 Amp, 120V 23 Electrical Inspector: Anthony Giordano V*CAL ........... PR N0\1 1 4 2018 ........... " is not valid unless raised seal is present. )e This rtificate Certificate of Compliance .. ............................. ........................ ............................................... .......................... .............. CERTIFIED ELECTRICAL INSPECTI0 S, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................... ........................ .. ................... CERTIFIES THAT Upon the application of Upon premises owned by All Sons Electric Sgueglia Residence 112 Albany Avenue 6030 Youngs Avenue Freeport, NY 11520 Southold, NY 11971 Located at: 6030 Youngs Avenue, - Southold, NY 11971 Application Number#: 18-50186 Certificate#: 18-50186 Electrical License#: 47544-ME Section: Block: Lot: Building Permit#: 42464 Name QTY Exhaust Hood -20 Amp, 120V 1 Flourescent Fixture- 15 Amp, 120V 1 GFI Receptacle- 15 Amp, 120 V 4 Electrical Inspector: Anthony Giordano VJCAL 10 APPROVED)o` �I. This certificate is not valid unless raised seal is present. 1 V A _ mss• 'z 6� TOWN OF SOU T"I.;Aa.� HIM 0 ltsouT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ [ ] CODE VIOLATION [ ] CAULKING REMARKS: G4 DATE 9 INSPECTOR J AA o�apF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. ly�oUMV��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OVA. A60 41' rVlPeak-e, Ailk 4 G44- Cem S ` CungoxA, 7 i ✓✓GoJJio�{/ nn - DATE INSPECTOR �aOF SOUTyo/_ h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1602 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] IN ULATI [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: • * 1�-vk", r DATE INSPECTOR aOF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. `�courme 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] UVSTY [ ] FRAMING /STRAPPING [ FINAFIREPLACE & CHIMNEY [ ] FIREPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: av) La r uv-,6a L��e ul sq&, C&k�� v ; toh4tv, "4ztw DATE INSPECTOR Vlu CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.mksarchitcct.com December 18,2018 Southold Town Building Department Main Road Southold,New York 11971 Re: Sguegha Residence 6030 Youngs Avenue Southold,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the new basement footing and work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, aV; ��• 3, Mark Schwartz DD DEC 1 8 2018 G.- B ,Dil"zO DE IT. AIA 11•iemUcr Aumt7ca�1 Inst.tute of?.rchire:liuc TOWN OF 5O> OBD FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) I ,.. H -------------------------------------- FOUNDATION (2ND) z i I i Vrc�i N o v- o oh *-yc, O pr — ROUGH FRAMING& tri PLUMBING V, t INSULATION PER N.Y. H STATE ENERGY CODE l� Y� FINAL ADDITIONAL COMMENTS 0 ks b � z 4PA A-` rn 11mg, � d rly TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI'"``J DEPARTMENT Do you have or need the following,before applying? TOI _ - Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees , t; 4 ; C.O.Application RD Flood Permit Examined ,20ff 4: Single&Separate p MAn — ��9 Truss Identification Form Storm-Water Assessment Form Contact: Approved3� lq M TOWN OF SOUTHOLD Mail to: S"1 Disapproved a/c 1 Phone: 7.3 Pr Expiration ,20 Bt! Inspector APPLICATION FOR BUILDING PERMIT Date 0,3 ®C , 20 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, agef, architect, gineer, general contractor,electrician,plumber or builder Name of owner of premises l�k! , C,�2 Com) C f (40 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati on n of land which proposed work will be done: � 030 V0VAJ6S hvr--� -!�aC/J =W2 House Number Street Hamlet County Tax Map No. 1000 Section -55 Block Lot L, 4 Subdivision Filed Map No. Lot �X 2. State existing use and occupancy of prem' es and intended use and occupancy of proF sed construction: a. Existing use and occupancy Ah;C b. Intended use and occupancy 'E.4/tq j , 3. Nature of work(check which applicable):New Building Addition Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 6. If business, commercial or mixed occup� ify, nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories -Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories U 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 AC 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO t� 14.Names of Owner of premises &(' J� I Address Phone No. LO Name of Architect _ -Sc _T-Z— Address Phone No r Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOX'_ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BBEEEREQUIRED. 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— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF-S'v F-r-U L C /I dr_r'�--being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Ar,-c,6rTr,.j- (ConVacto;, Agent,Co orate O icer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of_ march 20fRACEY L. DWYER (NOTARY PUBLIC,STATE OF NEW YORK W AJC= 01 DW6306900,SUFFOLK COU TY Notary Pu Qc COMMISSION EXPIRES JUNE 30,2 Signa e of Applicant Scott A. Russell 0Sum/ ST01KMWAX1E1K SUPERVISOR AWANAGIE1\ IENT SOUTHOLD TOWN HALL-P.O.Box 1179 ® Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOF;5 THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1• ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑t4 E. Site preparation within the one-hundred-year f loodplain as depicted , on FIRM Map of any watercourse. 00 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. APPLICANT- (Property Owner, )esign Professional,Agent,Contractor,Other) S.C.T.M. i`: 1000 Date. /� i _ District /� 7 �y` f� NAME MA r k G—} rZ" i � &Z I % 0 V[7 I U cane Section Block Lot FOR BUILDING D ARTMENT USE ONLY**** Contact information / / rr bphom Number) Reviewed By ; ) — — — — — — — — — — — — — — — — Property Address/ Location of Construction Work: _ _ _ — — — — — Date_ — — . — — — — 0 D (✓�%� L Approved for processing Building Permit. n Stormwater Management Control Plan Not Required. ') 6) �/ �� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �S>�FFOLk�, Town HallAnnex Road �a � Telephone(631-1802 Fax(631)734-9502 R O.Box 1179 Southold. NY 11971-0959 BUILDING [ -PAMWENAT NOTIfCE OF UTILIZAT.10WORTAUSS TYRE TR ' *-TLON PRE-ENGINEERED W0015 C9kN9TRjlCTl0N AtM I ILMOSER CC11! TRUCTION' Date: op ru Owner._ - .+ ; .. = . t f Location of Pro -; PAY r i• += ;F .X - Please take notice that the )c New resideplial zkuckm Addidon to shUc Wm Rehabllitation ati�g_ro €der laf due -3 _ - •_ .ia :� ;�,.�y - Zi-:�:Vit,_ ,y-• 1'.�.-.�... 3= to be constructed or perfbmed at this y `• above will u iUZe _ (check applicable line): s• �. iTrus type cons t.:. ' ° •� : tit � l� � _ ;. t.. Pre-engineered�ili+oEgd l� � 7. Timber eonstruc tics t�L� ` Sc( tJ6 in the following location(s)(check applicable line): F):4A omd 6 Floor firaffdng, inelisd*jdTtadj�M,-i s(F).. Floor and i a 11 y( - Signature: ; Name(person.subo itting t#ug fornx : �/2 _SC �,N—I't Capacity(check applicable iine): �- Owner Owner representative TrussResReg15.docx Effective 1/1!2015 REVISIONS: ALL BATHROOM FLOORS TO HAVE CONCRETE SETTING BED PER 1.TILE SHOWER STALL WITH MFGR.SPEC w/5/8"PEX RADIANT GLASS DOOR AND ENCLOSURE HEAT TUBING w/CERAMIC TILE 2.NEW WATER CLOSET 3.NEW 48"VANITY WITH SINK OCLAWFOOT TUB INSTALL SOUND BATT @ ALL INTERIOR 4.AZEK BEAD BOARD WAINSCOTTING BATHROOM WALLS 1 1 I I I I I ! 1 EX. MASTER BATH EXISTING t ALTERATIONS TILE,RADIANT HEAT — — — — BATH ' I ' SHIPLAP SIDING i i I I I I� I — I I I I ` I — ALTERATIONS @ VANITY WALL ' ' I - --' FOLD DOWN REMOVE&REPLACE M T-6" - -"- IRONING BD. J 1 CEILING(8'h) NICHE i I — — — — — I TILE,RADIANT HEAT EX. WALK-IN CLOSET O I � ; SEAT It i is iV ALTERATIONS I I I I I SHOWER I 1 I I I L I N 1 I I I I I I I I EXISTING BEDROOM 0II I w Q ATTIC STAIR 1 1 --------------------------' �i j\ TO BE REPLACED —I I — — O F�1-+ UP y �1 04 ' 31 3'-7" 10'-0" �1 O , I I r II r W ROOF PLAN SCALE: 1/8"= 1' DIN EXISTING MASTER BEDROOM S 1 EXISTING BEDROOM EXISTING BEDROOM INSTALL COLLAR TIES AT 4'OC EXISTING ^ Q ` 4 ` ' ."•a SHEETROC 5.�--- (STING INSULATION Q O ,. ��•�`' � `, � �'��. � � IN RAFTERS EXISTING CONDITIONED Ic x " EXISTING FINISHED STOARAGE SHEETROCK W o O .h�7 ;... .; , EXISTING INSULATION WALL LEGEND IN RAFTERS EXISTING PLYW a _ «� Q IF . WALL TO BE REMOVED EXISTING WALL j r.�gy • ax NEW WALL PROPOSED 2ND. FLOOR PLAN NOTE: SCALE: 1/4" = 1' DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL N v PARTIAL CROSS SECTION [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 =6"] m R o DIMENSIONS OF NEW WALLS ARE FROM STUDS Ln ' [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] CD O SCALE. 1/4" = 1 0 X o t � 40 4 Iz� LIL� ILI ve U m m in N cu w � I"1 r / / 2. ®/ ® / ® :12. k ON If ( Ir FASTENERTYPE: SPACING: B B ' 1 V4 I1/2 1 V4 11/4 11/4 11/4 11/4 11/7 SAID WOOD-SCREW BASED ANCHOR WLM I6'« I� ( ( 'I I� u Ln.EMBEDMENT LENGTH 1 I ` 1I IAV. W.. IAV IAV. W.C. I WED ANCHWOOD-SCREWSWITHf (I f I n ( I If I ' I EXISTING MASTER O BASED ANCHOR WITH 16'OC I I \ I I`I \ 1 \ 1` (l� 1�-E 11 SH ER BA H SH ER Ln.EMBEDMENT LENGTH i I l i i , I I I 114in.tlia.LAGSCREW I I I U111h EXISTING 11 W C lAV fMtK I/4 . . . SED M16'OC 1I S\ I ® II JI I I11I I 1t TN 41IBATHB 21nEMBEM 11/4 Z Z I C.O LENGTH C.OI11114 OI 2 \ OUP EXISTING WA LK-IN B It APLYWOOD CLOSET I SHEATHING \ I' `AARAIDSHETHING_ / \ I VEXISTING BEDROM GRADE PLYWOOD 11/4 11/0 11/4 11/4 (ALTERNATME:7116"O.S.B.) GRADE 1W00D11/4 11/2 I1/4 1/2"APARATED SHEATHING WSIK SIN (ALTERNV7/16"OB SH 0. MDWEA.1. N[ 11/2 FASTENER TYPE: SPACING: f I f 1 1 7 11/2 11/7 7 112 / 2X4 DFN2 f I I / I 1 C.O. B 11/4 I c.O. C.O. f I C.O. BASED ANCH°S�H 10"OC I ,' I J ` of STUDS I I I V J No 11 3 B WINDOW SILL 2M.EMBEDMENT LENGTH 1 TYPICAL WINDOW OPENING No 10 WOOD-SCREWS ( ^ I I BASED ANCHOR WITH 12"OC LTI�'I PANEL SPAN EQUAL OR SMALLER 2M.EMBEDMENT LENGTH THAN 4 FEET 11411 tlla.IAGSCREW IBASED ANCHOR WITH ]6"OC 2in.EMBEDMENT LENGTH SLOPE"1f/4"PER FOOT PITCH TO DRAIN TO APROVED 4'1 SEPTIC SYSTEM TYPICAL DOOR OPENING TRAP HOUSE PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENERTYPE: SPACING' EXISTING MASTER BEDROOM AND EQUAL OR SMALLER tGGEn1ER#WITH STAINLESS STEEL No.B WOOD THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASEED NCHOR LENT WITHB"« AND NUTS @ 2'-O"O.C. 21h. NGTH No.11WOCO-SCREWS PLUMBING SCHEMATIC TYPICAL MULTIPLE OPENINGS BASED ANOMER WITH '"« EXISTING BEDROOM Zln.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET von a..IAGSCREW AND EQUAL OR SMALLER SASBD ANCHOR WITH 16"« N.T.S. THAN FEET 21n EMBEDMENT LENGTH �Y WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL EXISTING BEDROOM Cj 5 ,� �~ �' :DRAWN: MH/MS AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) � �►A. � WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AV 4 ,1v p SCALE: 1/4"=1'-0" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO O$#; COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.40F N.Y.S.RESIDENTIAL " CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. y r r ecember 04,2018 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, ^�444 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a:;� �,; / SHEET NUMBER: EXISTING 2ND. FLOOR PLAN p �, �-� , �►�, v° 233A 3 SCALE: 1/8 = 1 v. .G3� �� I A-3 DEC - 4 TOWN OF SO OLD REVISIONS: ALL BATHROOM FLOORS TO HAVE CONCRETE SETTING BED PER 1.TILE SHOWER STALL WITH MFGR.SPEC w/5/8"PEX RADIANT GLASS DOOR AND ENCLOSURE HEAT TUBING w/CERAMIC TILE 2.NEW WATER CLOSET 3.NEW 48"VANITY WITH SINK OCLAWFOOT TUB INSTALL SOUND BATT @ ALL INTERIOR 4.AZEK BEAD BOARD WAINSCOTTING BATHROOM WALLS 1 1 I I I I I I EX. MASTER BATH 1 1 EXISTING , t ALTERATIONS TILE,RADIANT HEAT BATH ' 1 1 I I SHIPLAP SIDING ALTERATIONS @ VANITY WALL ' ' I --- FOLD DOWN REMOVE&REPLACE ,/�` 2'-6" - ---' IRONING BD. I CEILING(8'h) NI�HEI i i _ _ _ _ _ TILE,RADIANT HEAT O EX. WALK-IN CLOSET SEAT ; ;: iv ALTERATIONS I I I I , _ I ' ISHOWER I 1 I 1 1 I I I I [ EXISTING BEDROOM I C/) Q / II ' ATTIC STAIR I I -------------------------- Z a TO BE REPLACED U P - — _ ' 3'-3" 3'-7" 10'-0" a � O II w � w 'z W ROOF PLAN SCALE: 1/8" = 11 DIN EXISTING MASTER BEDROOM W EXISTING BEDROOM b:,.v1'w� I• '� S _ �j € aY" bE ' �•�''�` `:x,t �''.��t �w''�"sA r � '.�" '' ('k�: O f� EXISTING BEDROOM INSTALL COLLAR TIES AT 4'OC Z ' .d } EX. ATTIC Iez 4. E-4 w L s41IF i ­71�, WALL LEGEND 7i � 1 `+{�., 4 I`� � .--------------+ WALL TO BE REMOVED �• a k �►. , ,�'- '! ,,,,. �. a � 'h^ /�� ( �.� EXISTING WALL A I ' ` v/vv k//L' ` NEW WALL r ... . ° 1 PROPOSED 2ND. FLOOR PLAN �� on A. °. _ .. ._:.�w_. ._ �.r.. � SCALE: 1/4" = 1' � �.. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [V v PARTIAL CROSS SECTION [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4 =4-",2X6 = 6"] � M � o DIMENSIONS OF NEW WALLS ARE FROM STUDS XLt) u — ' [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] W N � SCALE: 1/4" - 1 0 w 0 - z roy U 0 90 00 4 44 u M � o >•-I Q„1 D a V m D U r �, o u') 04 f~ v N 0 V 20 G " �ow � 2° 2• 4 ri 2' TC?WN OF SOUTH101,D • I I ) I I I I I I FASTENERTYPE: SPACING: la I i/4 ,I/4 i V4 ,I/2 No.B RFW l 1 11/4 1 1/4 lip BPSED ANCHOR WITH 16"OC 21n.EMBEDMENBEDMENT LENGTH IAV. W.C. SAV. UV. W'C' No 10 WOOD$CREWS • 'D ANCHOR WITH 1 \I�I y \I r 1 \ I / I I/f 1 f I f y /1, ,/'\ EX STING MASTER 11 r Q SN R BAH SH ER 3N EMBEDMENT LENGTH 16"OC I I I I I I I I I I I IV•{' '}V•1BATH 1 I (n 1/4rn. di..IAG6[REW I I i I ! li EXISTING 11 •/� BASED ANCHOR - 16"- V C,OI I/4 3 2 2 2 3 21R.EHE MENT WLENG711 f ' _ _ I I 16111 I I/4 11/4 I C•O' I\ 1 Il _ 3 3 ' S\ / I I I\ / / ' •• 1 I f I 3/4"APA PLYWOOD O O x 1 1 L 1 EXISTING WALK-IN „Fjl CLOSET 1J2"ADA RATED SHEATHING SHEATHING / ( I I I EXISTING BEDROOM N y 11 1 I ' I GLTERNAYWODD T IU4 11/4 l (ALTERNATMVE:7(16'O.S.BJ11/41I/4 U2'APA RATED SHEATHING 111/4 Ifa 11/4 LAV. SINK SINK SINK I ' I J GRAS PLYWOOD I J I I j ® ( / \ W (ALTERNATTVNE:7/16"0.5 B.) I I Fl 1 � UP SH FA.I / 2 3 I1/2 I- 2 dl- I VCO. No R WOOD-SCREW SPACING: STUDS 'I/ I lI I 11 I 11 vJ FASTE EP TYPE: I 1\ C.O.I 11/4 I C.O. C.O. 3 I BASED ANCHOR WITH 30"OC ( i� 3 WINDOW SILL 21n.EMBEDMEM LENGTH f x TYPICAL WINDOW OPENING No.10WOOD-SCREWS I n BASED ANCHOR WITH 12"OC I 1 / , PANEL SPAN EQUAL OR SMALLER 21".EMBEDMENT LENGTH 1 j ` I ( I I �TODRA,�N THAN 4 FEET 1141".dl.IAGSCREW fI I DANOIO0.WITH 16"OCMBEDMENT LENGTH SLOPE"I/4"VER FOOT PITCTO AC SYSTE • 4°CI, SEPTIC SYSTEM TYPICAL DOOR OPENING TRAP HOUSE PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD STUDS CONNECTED 'No. FASrNo.8 NER WOOD-SC SPACING', EXISTING MASTER BEDROOM AND EQUAL OR SMALLER TOG2ETHER W H STAINLESS STEEL No.R ANCHOR EW WITH OR GALVINRED BOLTS W/WASHERS BASED ANCHOR LEN B`OC THAN 6 FEETNUTS 21n.EMBEDMENT LENGTH PLUMBING SCHEMATIC AND IU•DG No.M WOOD SCREWS 9"OC gj ��•. TYPICAL MULTIPLE OPENINGS EXISTING BEDROOM PANEL SPAN GREATER THAN 6 FEET z.",EMB=oMENT LENGTH N.T.S. AND EQUAL OR SMALLER 11SEDA.HORWIIT J ( BASED ANCHOR WITH 6"OC BRIPROTECTION F RAL PANEL THAN BFEET 21n.EMBEDMENT LENGTH � WIND-BORNE DEBRIS R WOOD STRUCTURAL O EXISTING BEDROOM AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT'GLAZING) ��, ;! , s� ' : MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" l "� `" �1IC SA-LE: 1/4"=11-0. AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO !1 #: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y..S.RESIDENTIAL 'C'�„�^•'^I^" - CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �yL ± 7e ember 19,2018 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPEINING IT IS TO COVER. N' $t �1`�1�3 7 SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Petr �3 � J ?. 0 g:' Pa EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1' A-3 pjpk ll d)j pq 21,.REr11INT rIIip.r.INT REVISIONS: APPRO EED AS NOTED GATE: 1 ,0, B.P. # 4LLq - FEE:3 --- ,-----� �! BY: NOTIFY BUILDING DEPARTMENT AT COMPLY WITH 765-1802 8 AM TO 4 PM FOR THE NEW YORK STATE v FOLLOWING INSPECTIONS: I- FOUNDATION TWO REQUIRED AS REQUIRED AND l ----------------------------------------- POURED CONCRETE 0 0,,``,,, 2. ROUGH - FRAMING & PLUMBING vv 3. INSULATION (2)2X12 DF#2 . 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. 7DE ALL CONSTRUCTION SHALL MEET THENS FNEW _ tI DESIGN OR CONSTRUCTION ERROR OCCUPANCY OR 0 o� USE IS UNILAWFU NIo WITHOUT CEI TIr Rp vl W OF OCCUPANCY LL zEV v N X � N (32X12 DF#2; �X Iv - — - — - — - — - — - TRUSS PLAP�ARGI'MIG REED 11' ;EQ ' ------ :- _ _, - ,1 1 II11 1 W ELECTRICAL H a Z LL I> (W W I ; INSPECTION REQUIRED �J 1 1 10 1> >1 till + m Xi) LANDING i N+QIm m NIU 1, ' 1 '11Z p N'Z NIQZ QZ IN IIII i 4X4 - ----- NIS ^IN N I^ [J IIII + F r'n'PI vTO�- rl;TL 17I'N .F! Ow �' c,'1 Posy �'� +o Q 1" _ 1111 ;Ir;!IP t'IT TO CHr APTLFi -%5 r ' I Iz I> > I OF THc T0Vv'[' CODE. 1111 I u- 1 1 I IIII � X I I I I PLACE EX.COLUMN w/ nn PLUMBER CERTIFICA I N N ' SS4.5X0.237 TUBE STEEL Jill ' ON LEAD CONTENT BE- RE I I I I REPLACE FOOTING w/ "'I ' 4'-6"X4'-6'X1'•0-CONCRE-r �iE RT,IrICATE OF OCCUj'.A'VCY w/'(5)#5 REBAR EACH WAY III, SOLDER USED I1IlVn, I I _____-_ I 1 1 _______ _-____ Int 1 C( pi,-), \,/ .' 5,- • , r. 1111 V L.�, ( L, ,_�1(�4 1 eF ��'+ C'441,, t i /T 1 1 ; ' ; ' ' " Int ' EXCELD 2/1�) �:�,` v-�. I` :�' _:. 1 1 , , 1 1 , 1 1 t 1 1 I 1111 . � . �. . � . � . �. . �_ . «.—� • - - - - -�- - rill � EX.W8X18 - ' ' EX.W8X18 ' 1 1111 1 1 1 / 1 1 1 1 IIII 1 W•-------• PLUMBING i ���� '-------• � �- - -- ' 1 1 Illi 1 1111 + 1 1111 � 1 1111 •---'-'-- -- - UP lilt + 1 ,III1111 P;_',; L �•,�; ` 1 Illi - • IIII 1 L Ji11 Int &V'�!/1T'-r; iiii IIII TESTING BcrUr'„Gv`vca; V O IIII p Jill ' ' nn iiii I d Jin i nn nil ' �" C/1 � .. 1 l l t t 1111 M--'� F-•� n u J nil I nil i p p 1 0 IIII l.(� IIII ' V 1 nil iiii ' W 1111 iiii ' � O + nil iiii ' + nil rill ' + ,III IIII ' ' Jill nn ' ' nl1 Int ' 1 ,III + 1111 rill , + Int Jill , i un iiii ' � Jill un ' , 1111 1111 ' + Jill nn ' , Int 1 lilt - — - — - - - — - 1 ' nJi II ' O Jill n1i ,—I , JiI I c-a +• � cn m m v o lrn iiii ' c, ' iiii un i Q c no br-i ................. ........... ' IIII ' O r-4 `� ¢, u b' ' 1 X Q - � iiii iiii i �'' � w @ + Jin Jin , .� u Int Jin , � � v IIII +r i 1111 iiii ; o Jill , O ill+ EX. (3)2X10 PT GIRDER iiii '� di �0=====------------==-�-__________==_____--__�____________________�_�____=____=_____________-__ __ _____________________ _____________________- _-________-_____________ 1 ------------------- ---- ----- ----- ----- - - -------------------------------------------------------------------------------------------------- � D `. CZ5 N cu ; v EX WExle "0 W -•-•-.-•- PROPOSED FOUNDATION PLAN SCALE: 1/4" = V R � w UV O EX.WB%18 ••• '•, EX.WB%18 ••• •• E%.WB%18 1 ... ... ... ... . ... •—•—•—•—•�••�••.•—•—•—•r_•..� i i•• —•—•—•�•�.•�•—•—•—•— iiii • • • • • • ' .,ni • • • • • uv � ou d "M �11 Hit: k• V) .�'u �Illil it X11� M1, FY IMI 1.n \11��I�r/ �^i' �L.•' �� .;,yam cyNN E%.(3J]%IO VT GIRDER E%.(8)2X10 GIRDER ' '`' 1 NMH M S DRAWN: _____ SCALE: 1/4"=1'-0„ Ba _`_ -__ __ __ :___ _ __• __: .mss;: __ &__- _ __•_ _ :A`. ? = ._ _ nn ____-_____ _ _____- __•-_ ;l9 -�'•.-v�..,..4 (� .................... .................... .................... .. .......................... .....................Y...................... .....................Y: �y - JOB#: March EXISTING FOUNDATION PLAN �0 FprQ1 . UMBER: SCALE: 1/8"= 1' - .'!1� t. SHEET NUMBER: REVISIONS: ALL BATHROOM FLOORS TO HAVE CONCRETE SETTING BEID PER MFGR.SPEC w/5/8"PEX RADIANT Fol HEAT TUBING w/CERAMIC TILE CW345 INSTALL SOUND BATT @ ALL INTERIOR 0 T 3" 16" 16" TEMPERED BATHROOM WALLS 2442 WINDOW SEAT TE PERED (3)2XIo EO EXISTING SCREENED PORCHrol STEEL PLATE EQ. E 8 -1„ REPLACE SCREEN DOORS 6 1" O a E 3/8"CARRIAGE BOLTS @16"OC /\ lZ STAGGERED TOP&BOTTOM DEN H DOUBLE @ENDS(TYP.) NEW WOOD FLOORING NEW 1X8 BASE TRIM CABANA EXISTING COWERED PORCH EXISTING SCREENED PORCH REPLACE SCREEN DOORS SINGLE FLITCH PLATE DETAIL, REMOVE CIRCULAR STAIRO BATH + REPLACE EX. BAY WDW CLOSE OFF FLO_O_R_O_P_E_NING 1� NT$ , , EQ. 4?!z" 4?!z" EQ EXISTING --------, 1 I 1/" fif SHELVES FWH5468SAL CW145 P4045 CW145 2.6• BREAKFAST NOOK (3)9-1/ ML HDR ---�-► ; - I 1 1 1 I �T� r, ' _-� 1 1 1 I I 1 I I I O O 11 1 21A ` + "' ��� ' ' I m 45min.FI TED MUDROO O O O O Z DO a O STEEL PLATE +� %�; TILE,RA, ' ' A EXISTING KITCHEN a a 21/s" O ALTERATIONS p r/ 5/8"CARRIAGE BOLTS 2X12 DF 2 NEW WOOD FLOORING @16"OC(TYP.) 30"X60" NEW 1X8 BASE TRIMco O -----------------------, II PULLDOWN 14'LNDG. -7 11 STAIR(VIF) 1 2'-10" n '-7"N 6'-51/2„ (� 1 MULTIPLE FLITCH PLATE DETAIL f- �-2)2X12DF 2- - EXISTING FAMILY ROOM NEW WOOD FLOORING O NTS 1 1 i 3'-0" NEW IX8 BASE TRIM �j W EXISTING GARAGE LL ° ALTERATIONS � N I IN I 00 EX. LAUNDRY 00 NEW SHEETROCK WORK vl IyI ALTERATIONS O AT WALLS AND CEILING 1 TILE, AOIANT HEAT WET BAR MACHINE TO BE 5/8"TYPE-X FIRE RATED 3/16" 1 BOLTS ---------------------- I 1, 2„ 1 - i I PLUMBING CASE 0 1 1 ' ' ; 4"WALL ® REMOVE POCKET DOORS I I NEW ARCHWAY MACHINE BOLTS � . �-----I-- -��-- -—� . � . �� . - - - - - - - - - - - - - 0 (3)1-3/4X14 ML w/(2)3/4"STEEL(ALT.W12X45) ; I - - - - _ -9-2 - _ _ - - - 5-1/4X7-1/4 PSL 511/4X7-1/4 P UPSET EXISTING BEAM 3"X4"X3/8" ALT.HSS 3.5X0.313 AL1,.HSS 3.5X0. EQ. 8'-0"AFF EQ. STEEL ANGLE TUBE STEEL TUBE STEEL D n ' ' ► EXISTING 4- COVERED PORCH O W " O BEAM TO COLUMN CONNECTION II � ' ' EXTEND WALL AS REQ. � W ADJUST HADRAIL(TYP) 11 W � a O EXISTING LIVING ROOM EXISTING DINING ROOM I I n on O NEW WOOD FLOORING x NEW 1X8 BASE TRIM i i I 1 NEW WOOD FLOORING I I I NEW 1X8 BASE TR)M EXISTING ; ; EXISTING ENTRY `O NEW WOOD FLOORING T F•1 COVERED PORCH ; NEW 1X8 BASE TRIM ' EX.HEADER TO BE RAISED FLUSH CEILING ' I VIF WALL THICKNESS CULTSACK AS REQ; ro N v m v o o v rn " EXISTING COVERED PORCH EXISTING COVERED PORCH `� z g ;~ EXISTING COVERED PORCH .. .r Q am as a ao� ,r, U r' EXISTING COVERED PORCH EXISTING COVERED PORCH 00 EXISTING SrOR.AL N W EXISTING v BREAKFAST NOOK WALL LEGEND ----------7 _ _____--- __, WALL TO BE REMOVED -...--- EXISTING WALL ............... I Cn NEW WALL EXISTING KITCHEN EXISTING FAMILY ROOM W PROPOSED 1ST. FLOOR PLAN- NOTE: u EX15I, U AUNDR i i DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL O EXISTING GARAGE SCALE: 1/4 = 1 [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS E�...... F7- [EXT./INT.:2X4 = 3.1/2",2X6 = 5-1/2"] HALF BATH o EXISTING 1� COVERED PORCH II 11 1 II 1 11 EXISTING DINING ROOM 13 " 1113 EXISTING LIVING ROOM 11 n lot11 11 EXISTING EXIMNG ENTRY COVERED PORCH 11 II II 11 II 11 Ay EXISTING COVERED PORCH EXISTING COVERED PORCH DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 02,2018 tp SHEET NUMBER: EXISTING 1ST. FLOOR PLAN SCALE: 1/8" =1' A�2 REVISIONS: ALL BATHROOM FLOORS TO HAVE CONCRETE SETTING BED PER 1.TILE SHOWER STALL WITH MFGR.SPEC w/5/8"PEX RADIANT GLASS DOOR AND ENCLOSURE HEAT TUBING w/CERAMIC TILE 2.NEW WATER CLOSET 3.NEW 48"VANITY WITH SINKO CLAWFOOT TUB INSTALL SOUND BATT @ ALL INTERIOR 4.AZEK BEAD BOARD WAINSCOTTING BATHROOM WALLS +n EX. MASTER BATH EXISTING ` ° ALTERATIONS9TILE,RADIANT HEAT BATH SHIPLAP SIDING i i ' ' ' 1 ALTERATIONS @ VANITY WALL ' ' i - -- FOLD DOWN 2.6 - ———— IRONING BD. r 1 REMOVE&REPLACE NICHE _ _ _ _ _ — '{ oa ["� TILE,RADIANT HEAT f i I EX. WALK-IN CLOSET ` ►---� O Z 7 , 1 O , , SEAT I ell ALTERATIONS H a' I ' OWER , I I n1 O 1 / � / O FASTENER TYPE: SPACING: 11 1 1 I EXISTING BEDROOM I I + f/ I , I i I No.B WOOD-SCREW + ' O BASED ANCHOR WITH 16.OC () r t 2m.EMBEDMENT LENGTH r l+ ' ' I ' I I ( �i 1 I I I + ` ' I J I �) \ TO BEATT REPLACED C STAIR ---------------------------- RAS ——— ———' No.10 WOOD-SCREWS I 1 ,'I ' , ( ' 1 I + y + [ I + , /\ BASED ANCHOR WITH 1C OC I 1 I TP S� Ln.EMBEDMENT LENGTH i I I I I I , I n I I ' U P rr 1/4�. LAGSCREW I I i ( i ' I i Iu. I S l I I I S-3" 3'-7" 10'-0" W BASED ANCHOR WITH 16'OC Bin.EMBEDMENT IfNGTH l I I I I )I 1 Il 3/4-APA PLYWOOD SHEATHING 1 I, SHEATHING �TERNA�rn�rv°E°;lie O.S.e, I + I 1 U2'APA RATED SHEATHING I I 1 I I GRADE PLYWOOD I I (ALTERNATIVNE 7/16'O.S.B.) rl + Itis + I � i� 1i I� j l II -IILNERTYPE SPACING: II t I ( ` No.B W00D-SCREW `\ `` SNS BASED ANCHOR WITH 10'DC WINDOW SILL tin.EMBEDMENT LENGTH I ( t ' + I I + ! I •I i I (J TYPICAL WINDOW OPENING No 1DANCHO WEWS BASED ANCHOR WITH 12'OC 1 I I 51 1 PANEL SPAN EQUAL OR SMALLER 2h EMBEDMENT LENGTH 'THAN 4 FEET I I 4 Van.ale.IAGSCREW I D BASED ANCHOR WITH 16"DC Bin.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE-2X40PLYwDOD AOWNNE Es FASTENER TYPE SPACING: AND EQUAL OR SMALLER OGETHERWITHI1DSINLESS E B�AS8WOOD-SSED A AN B'oc TOGETHER WITH STAINLESS MEL THAN 6 FEET OR GAI NN NLrts 2T /CASf1E0.5 21n.EMBEDMENT LENGTH No.lo WODD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANC ORW H 9"OC EXISTING MASTER BEDROOM 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/41n,ala.lH R WIW �7 AND EQUAL F SMALLER 21,EMBEDMEN LEN 16•oc THAN 8 FEET 21n.EMBEDMENT LENGTH W WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) rC/1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" v AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO EXISTING BEDROOM Q COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVERO . HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EXISTING BEDROOM WALL LEGEND o ---------------- N v -------------- WALL TO BE REMOVED ' m EXISTING WALL m o Q.,U PROPOSED 2ND. FLOOR PLAN NEW WALL w � ,x ���GGG v i i VNOTE: � � LO SCALE. 1/4" = DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL � � " u [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=42',2X6=6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS , v [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] U ^, ,^ EXISTING MASTER „ N �GJ (V•{' }V•' Bhlti 'O W EXISTING BATH EXISTING WALK-IN CLOSET IS EXISTING BEDROOM Y 11 Emml W 1 1 u (�l II �/ 11 � O 11 r^ 3 3 fir^, 11/4 1 V2 11/4 11/4 1 V4 11/4 11/4 7 1/x D IAV. W. IAV. LAV. W C SH ER BAH SHO ER EXISTING MASTER BEDROOM Ivo 3 2 2 3 x C.P.I 11/4 I C.O. ? 1 V4ri EXISTING BEDROOM 3 U V - 11/4 11/2 11/4 1 V4 1 V4 1114 11/4 11/4 LAV EXISTING BEDROOM . SINK SINK SINK SINK W.. (� W.M. D W S ER F.A.I.. ISI ri 2 1 IR 11R z 1 V2 11/2 1�I c.o.1 3 1114Co. c.o. 3 �c.o. ,tH 3 3 4 > > EXISTING 2ND. FLOOR PLAN SLOPE"I(4"PER FOOT PITCH TO DRAIN TRAP HOUSE TO APROVED � � 4°Cl SEPTIC SYSTEM `' I • SCALE: 1/8" 1' cc PLUMBING SCHEMATIC x M` ' ' - I` fit .I ./ s `evil DRAWN: MH/MS N.T.S. 4+`. SCALE: 1/4"=1'-0" a JOB#: March 02,2018 NO SHEET NUMBER: -3 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 ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD u BOTTOM PLATE p RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWA�LL '�6RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 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 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20go. STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 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 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC rn WALL STUD � THROUGH-ROOF EXHAUST VENTS SELECTED AND y LOCATED BY CONTRACTOR W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED z RAFTER D SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U I I I VENTILATION WOOD JOIST W SIDEWALL FLASHING FOUNDATION - - - - - - TOP PLATE BLOCKING ' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING 1 z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST F--i AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN, SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1 4"x30" 18o. STRAP AND JACK STUDS AND SO R TO MAINTAIN AIR SOFFITED EAVE / 9 � GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16'" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go, TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER 10 RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST � TOP PLATE a F 71 GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST cn 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 SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOC ATION USP NUMBER DESC RIPTION APPLIC ATION PRE-MANUFACTUREDV 1 KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO , .IF ABLESET FIR JOISTS APROX1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE / " 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD � �— SUB FLOOR N v SILL GASKET ' WOOD JOISTS m m - o r TYP. CONC. FOUNDATION CONC, SLAB NEOPRENE ; p m r, v GASKET ^��. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE � � m o 6 MIL. POLY - V� BOLTED TO STEEL BEAM WITH � DAMPPROOF EXTERIOR GRANULAR FILL ' , X O �' , 6MIL POLY ON EXTERIOR �. � � ' I 1/2 " DIA. BOLTS ® 48 o.c. STAG. • V STEEL COLUMN Lo v , A \ ° d n ROOF JACK ��� �� ' u u STEEL BEAM � ' r n �i ` ^ n CONC. SLAB •p ANCHOR BOLT EMBEDMENT: 111 `�.` tz u • POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL +� n -� COMPACT FILL ° I 5 �1 a V i I i 'p BLOCK WALL: 15" ` TOP AND BOTTOM PLATE °1 V e ° 4 ° 1 a C .• n ROOFINGFLALAPS LATS , � U `fl to KEYWAY FOOTING c A •3 4., A �% cc ~ .� a n CONC. FTG. p G SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT e Q,p O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS �� 1/2" GROUTjolo W ,� . . � (USP LBPS58 OR BP583) �` 3" STEEL COLUMN 1 0 0 p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTIN', MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL � "TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Emm� W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC0 SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL r- SUB FLOOR CONC. SLAB IDOOR FRAME 6X6 10/10 WWM GARAGE G JOIST COMPACT FILL DOOR ( I USE 2X8STEEL BEAM FOR B LOC KOUT 4" SLAB t W/ 6X6 WMM M I SLOPE P.T. PLATE ` �� I � <1 ° o• � 4 DRIVEWAY --�. NOTCH JOIST AND ADJUST HEIGHT 12" AIR SPACE / < 7 1 �•• (WITH A NAILING PLATE IF NEEDED) e AT END AND ES OF WOOD D 0 D` �'� D ° ° •a °• ° • ° STOEEBL BEAM OX.TO IALLOWF ORHIGHER SHRINKAGE =-- BEAMS _ a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q GRADE n ,^ a------c�-----: �. �. o e P HED) 6X6 W.W.M. ••e — — e — — �+a .. �' o —'�� p' O % _ 12" Q GI MIN. -n�D o D '^ �'a �', �'� o �1NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — a ° o '^ �p —SUB FLOOR •a n REINFORCING BAR —\ NOTCH EQUALS 1/4 DEPTH OF BEAM — o ll— • i REINFORCING BAR v ° n D �° n c �� II-I I OIST DRAIN TILE " SHEET METAL 30 FELT UNDER BEAM AT POINT ' a 6� A �° �s / # 1 — STEEL BEAM � 12 °. OF CONTACT WITH CONCRETE OR CONC. BLOCK Lu a• c 3" PLATE (BOLTED TO BEAM) � � n TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A A SHIMS TO LEVEL BEAM �+yIINSC, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. , `6 l' �' l� DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM �F° GARAGE DOOR BLOC KOUT 'y t�' ,k' SCALE: 1/4"=1'-0" B �• f I K JOB#: BEAM POCKET a ` March 02,2018 SHEET NUMBER: .4 R REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES 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 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing detaiils. 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 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 W 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 DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P • CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part 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 ATTICS w/o STORAGE 10 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 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift If ROOMS (SLEEPING) 30 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: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 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 EXPOSURE CATAGORY (DESIGNED FOR CAT,c) specific 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 COMMON PER FACE NAIL W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE H Z 4- 16d COMMONz INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE H 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FACE O 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 2 - 16d COMMON O.C. NAILU FIRE PROTECTION attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO lb" O.C. FACE Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). 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 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Cn in table 3.15a-b. TOP OR BOTTOM 2 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC U 6), TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING J FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE SILL, TOP PLATE OR GIRDER - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON 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 to 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: p g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) 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 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL �• 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. d COMMON along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 4 O.C. SEE NOTES: 1,3 � 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMONZ 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 0 ^Q 7). Dampproof exterior- of foundation with bituminous coating as required by current TO BEAM JOIST NAIL a 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � ode portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON rr Ex-+ `.J the below gr p p g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). 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 TO: 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 F S H EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. v For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindJOINT DESCRIPTION NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Q.�, SPACING 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. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES � 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g g g JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m a�, g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn �: where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O w openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES g ( ) P 7). All joists to be supported with han hangers and anchors. Each Joist shall also be anchored m �, openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). pp g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed e zone attachment re uirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC be used. g g q in U 2 allM cn anchors where applicablle to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N a, E 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub:. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic the 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. WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3). For exterior ane! siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g g 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 w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E ' 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. U where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES sd coMMo „ 1" OR LESS 12 O.C. FIELD � 9). Provide blocking/biridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists V) under all bearingWaI1S. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED U) 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as 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. N 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. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 04 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise Hated, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 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. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edgeto obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. xi 1 d Unless otherwise noted use 3/4" thick T&G PTS Fir or Ainishe fl plywood subfloor ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and product;of combustion. 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 members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. �"''� to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. er '�r��' 3). All electrical work to comply with 2014 NEC. �Cti ` 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ,i. 6y \A . a roved a ual. Flat roofs shall be a lied with a Fiber las base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �'� pP q pp g torch down type material over. and R315 of IRC. � � DRAWN SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ` "` �� JOB#: be installed with a foann sill gasket and cop-r-tex termite shield or approved equal. 0 y" March 02,2018 UZ233e? "�.r' SHEET NUMBER: OP Nr- -5