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HomeMy WebLinkAbout42721-Z $UFFQjir�pGy Town of Southold 12/27/2018 3 P.O.Box 1179 0 53095 Main Rd A4% o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40138 Date: 12/27/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7005 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/17/2018 pursuant to which Building Permit No. 42721 dated 5/24/2018 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: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cadmus,Paul&Maryanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42721 12-17-2018 PLUMBERS CERTIFICATION DATED c 000 ignature Z TOWN OF SOUTHOLD o� BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 42721 Date: 5/24/2018 Permission is hereby granted to: Cadmus, Paul 3 Sid Ct Hauppauge, NY 11788 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 7005 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-1-3 Pursuant to application dated 5/17/2018 and approved by the Building Inspector. To expire on 11/23/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $396.00 CO -ADDITION TO DWELLING $50.00 Total: $446.00 ector Form No.6 TOWN OF SOUTHOLD i 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:ith accurate location of all buildings,property lines,streets,and unusual natural or 1. Final survey of property w 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. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,195')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$50.0 , 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$15.00,Commercial 1,;P41 1500 Date. 7 :-- New Construction: Old or Pre-existing Building: (check one) �t�D� I��I I � �0 � rt ��1�1 dei Location of Property: Street Hamlet House No. FaOwner or Owners of Properly: ( 1 Block Lot Suffolk County Tax Map No 1000,Section Subdivision Filed Map. Lot: Applicant: Permit No. Date of Permit. HUnderwriters Approval: Health Dept.Approval: Planning Board Approval: v Request for: Temporary Certificate Final Certificate: lice ne) Fee Submitted.$ Ap icant ignature pF SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 •c® roper.riche rt(.a-)town.south old.ny.us lycou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Cadmus Address: 7005 Rt 25 City. East Marion St: New York Zip: 11939 Building Permit#: 42721 Section 31 Block 1 Lot, 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector Notes: Inspector Signature: Date: December 17 2018 81-Cert Electrical Compliance Form.xls q so(/1y0� TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ F UNDATION 1 ST [ ] 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: t aJ DATE INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 'routom , 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] ,,,FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE !VIOLATION [ ] CAULKING REM70:- DATE INSPECTOR g 50Ulyo� * * TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ `] CODE VIOLATION [ ] CAULKING REMARKS: DATE I > / INSPECTOR UF SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rNSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] VECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: olel :::C-fn�A40y' 29 CA46A S&W 'ftv, DATE 70fo INSPECTOR SOF so # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],,IpdULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J)/0 ,V, di) fA t XFM F&yi-q (PA -WIlZ)v4/ 3 �f ✓� DATE V INSPECTOR q6fV-A UF 50UTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courm765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT_PENETRATION [ ] ELECTRICAL (ROUGH) Y-� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0K DATE 1 INSPECTORW` 2&� ACCELLA° s POLYURETHANE SYSTEMS.��� Insulation Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3,N1101,41,and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed: c- � [/Bayseal" yseal OC Open-Cell Spray Foam Insulation [�' DD [ OC HY Open-Cell Spray Foam Insulation DEC 2 0 2018 yseal CC X Closed-Cell Spray Foam Insulation [ ] Quadfoam 500'OC Open-Cell Spray Foam Insulation "tiT ,Da _ t'e [ ] Quadfoam Natureseal'OC X Open-Cell Spray Foam Insulation TOWN OF SOiTLEOL-P, [ J Quadfoam 2.0'Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- At inches Sloped Ceilings X1 R- At 7" inches Walls (Location): R- At inches Walls4hwtien} R- At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): Mg-P� R- At 7': inches *Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: X 605 AO I N C-4) el e-r wNg I cS I -i h lr� Date of Insulation: 101 2 2 0 �� v S, Building Contractor: Insulation Contractor: CA_ INSuLRTIOAT(FtF-AiN Ccrn. Insulation Contractor Phone: (Al 935 Installed By: 0U_ P �_4� j INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- Accella Polyurethane Systems 2500 Adie Road Maryland Heights, MO 63043 �1��1�/L1 Lk Z 1 Z (314)432-3200 www.accellaa)oh•urethane.com https://mail.aol.com/webmail-std/en-us/PrintMessage From: Jim<jasmar03@aol.com> To:jasmar03<jasmar03@aol.com> Date: Thu, Dec 20,2018 1:00 pm C Attachments: IMGPD'2002.JPG(108K) F� U U DEC 2 0 2018 9 Li 71" TOWN OF SOUTUGL D Sent from my Whone FlAftached Images '3 aMn III 1 of 1 12/20/2018, 1:0 6 PM • • • • COMNIENTSFOUNDATION (IST) VM�MUM 'FOUNDATION (2ND) ROUGH FRAMING& PLUMBING FIX ot INSULATION PER N.Y-. STATE ENERGY CODE ADDITIONAL COMMENTS .A WI LA � J `rllwali11=57,311M, 0= !��] TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � j Flood Permit Examined �/ 2 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,M Mail,to: MWK f�— Disapproved a/c Phone: Expiration '20 D i g B I ector DDAPPLICATION FOR BUILDING PERMIT MAY 1 7 2018 " . s , ' Date ® I°T , 20 INSTRUCTIONS TOM JqF1k9T *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 monthg.,wThereafter,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 RegulationsJor 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, a(t, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises AD M - ( son the tax roll or latest,deed) If applicant is a'`corp oration,,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 'Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 0 - M A I W - 1 EA_S A 10 House Number Street - Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises d intended use and occupancy of proposed construction: a. Existing use and occupancy 14 rRf, I uy gr b. Intended use and occupancy � 14 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (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 occupancy, specify nature and extent of each type of use. MA Pj .S 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 StoriesT_R 8. Dimensions of entire new construction: Front Rear l Depth HeightNumber Stories' A I �z; ve-V S1 � b 9. Size of lot: Front ar Depth 10. Date of Purchase Name of Former Ownerr 7 r", U". 3 ,t?I U 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO JK 13. Will lot be re-graded? YES NO(Will excess fill be removed from premises? YES NO 14. Names of Owner of premises W S Address Phone No. �3I �� 711 Name of Architect C 6E�Of 6Z 7?-- Address Phone No Name of Contractor, : .5 4 rZ, Address Phone No. r031 A 33 91, 44� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYREQUIRED. 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 v c being duly sworn, deposes and s ty 1'c t Mary""P"u ' ,' to 0f rc (Name of individual signing contrac )above named, No.01BU6185050 Qualified in Suffolk County (S)He is the Commission Expires April 14,2_ 2.Zb (Contractor, Agent, C rporate dfficer, 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 Notary Public Signatu of Applicant Scott A. Fussell � � STt0 RIIMMATER SUPERVISOR . MANAGEMENT SOUTHOLD TOWN HALL-F.0.Box 1179 t° 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold CHAPTER 236 - STORIVWATER MANA,GEIIENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ' DOES TMS PROD= INVOLVE ANY € F TBE FOLLOWING (CHECK ALL THAT AMY) Yes No ®OA._ Clearing, grubbing, grading or'stripping of land which affects more than 5,000 square f eet of ground surf ace. 00 B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. 13 C. Site preparation on slopes which exceed 10 feet vertical rise to P( 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1 ® E. Site preparation within the one-hundred-year floodplain as depicted _ - on FIRM-Map 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 flan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. H you answered NO to all of the qurslfoms above, STOP! Complete the Applicant section below with your Naive, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 sloes not apply to your project If you answered YES to one or snore of the above,please submit Two copies of a Storunvater Management Control Plan and a completed Check List Form to the Building Department with your Bu fig Permit Application. ate APPLICANT: (Property Owner, isn Profess Agent.Contractor,Other) S.C.T1V1. I OOm t [)a3trt NAME: rel G w 144 o r? f FOR BU!LDLNG DEPARTNIENT USE ONLY Contact Information J Reviewed By. 1 - - — — — — — — — — — — ---- - — — — — Date9P. Property Address/Location of Construction Work- — — — — — — — — — — — — — — — — — Y Approved for processing Building Permit. L/J 9 MIStormwater Management Control Plan Not Required. /� ( U1 — 5tormwater Managersent Control Plan u Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 BUILDING DEPARTMENT - Electrical inspector 2�n TOWN OF SOUTHOLD B 2018 Hall Annex - 54375 Main Road - PO Box 1179 CT 1 5 Southold, New York 11971-0959 w��� • �� � � Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ertCcr_town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION ' --------------------------------- ------ -- ----- - - -Date, `�---- - ---- -- - -- REQUESTED BY---.. " - ------ ------------------ - Company Name: Ks- CofAzz". : E-Ifeli;c Name: 12.Gu 40,- Z'Z-'; ,- License No.: �3�� - l�IC email: /�� 7z o 4. 1,'re n c 7 Address: 3__0 /�'-c��o^ Z. <o��� Phone No.: JOB SITE INFORMATION: (All Information Required) Name: �5 Address: -70 0 Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: 3- 11 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ES NO ough [n Final ' Do you need a Temp Certificate?: YES 16 Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Town htaii Annex Telephone(631-1802 54375 Main Road ---3 Fax(631)734-9502 R O.Box 1179 � Southold, NY 11971-0959 .y s - BUILDING QbPAktME' NT NOTICE OF UTILIZATION.QF_TRUSS �E C— STRWdTLON- PRE-ENGINEERED WOOD Og`LSTRUOTiON WV BER COMTRUCTION r ®ate: J� 17 7 V _ :gr Owner:_ a'o--A =` tj a Location of Proa -- --PA `f =r � Please fake notice that t the(check e " ,: 1 ine): - :' New residepf iaf struc tre Addition to e)dsbn-q re tdengal struJcture " ptehabdi lion W.ap<- g.rosident+al stru&,tre R y� to be constructed or performed at th%`bi .} e e above will tftitize - -. (check applicable line): --�d ? �? ., ,:•':, Truss Pre-engineered wegc(p r Timber construe®nd'O�A in the followirig location(s)(check applicable fine): Floor framingand ih"W Roof-ftarbogr(n)` - Floor and of.�ra Signature: Dame (Person.srsbrnittinco- .P fore: Capacity(check applicable fide): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 REVISIONS --- --� r r r 14'-0" 3'-7" 6'-10" 3'-7" r r r r a A p a . ' p O0°o 0Q0 4 ' v � ° � r CO t a CRAWLSPACE ACCESS ' d 2'-11"WALL HEIGHT--w PROPOSED ADDITION EXISTING D � r '�— o 0 '• ° n c #5 REBAR @12"OC ; o 4 AND AT FTG(fYP) N 0 ° ° PONY WALL - EX. STONE U a 4 — WALL a m Fl 11 8 PC WALL • DAMPPROOF '-0 8" CONCRETE DUTCH WALL W U ' r r ° 4 M 4 i 16"X8" FTG. 4 (2) #5 REBAR r DRL 1-3/4X7-1/4 ML FJ 016"0C 4 v v e ♦ 4 y O A 4 h 0 0 F� CRAWLSPACE a a a ° Q4 ° a 4 O lL SEP 4 201v Q ' 4 DUTCH a ° WALL ° EXISTING Z > ' X , °O v rTl a O Y O e r #5 REBAR @12"OC a v 4 v o a v a v AND AT FTG(TYP) w T^ Z Z Q Z � O 14'-0" o Q r � r Q r 1).8"THICK POURED CONCRETE FOUNDATION.EXTERIOR OF FOUNDATION TO W BE DAMPPROOFED WITH A BITUMINOUS COATING. i \�.S�RED ASC 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON ; UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ? �� 3).FOUNDATION SLAB TO BE 2"THICK. DRAWN: MH/MS --- --- ------ --- --- ------ --- --- -- --- --- --------- N i * SCALE: 1/4"=I'-0.. 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES A JOB#: TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS o SILL GASKET. 2233g �� September 13,2018 of N EW`t O 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, FOUNDATION PLAN ; ' SHEET NUMBER: INTERSECTIONS AND SPLICED JOINTS,ANCHOR BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO C�(�� 1 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SCALE: 1/4„ = 1' ' �� 14 a 1 A�4 U� 1 �� r "LiRTlT11 rT.lIT vf REVISIONS SITE DATA: SCTM # 1000-31-1-3 RDESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: 0 C PROPERTY: 22,015 SQ.FT. 0.51 ACRES ESTIMATED AREA OF 4000 SQ.FT. - P O GROUND DISTURBANCE: IN -r R0EXISTING HOUSE: 1495.3 SQ.FT. 6.8 A p PROPOSED ADDITION: 493.5 SQ.FT. 2.2% 70 CU.YD. 20 CU.YD. EXISTING FRONT PORCH: 155.4 SQ.FT. 0.7% - - O 0 00 EXISTING REAR PORCH: 110.0 SQ.FT. 0.5% - _ �O°oo•--o°OD EXISTING GARAGE: 371.5 SQ.FT. 1.9% - - EXISTING SHED: 86.3 SQ.FT. 0.4% - �.. PROPOSED DRYWELLS: 8'x3'DRYWELL - 5 CU.YD. 2 CU.YD. 0 N13012 '3411 � TOTAL: 2712.0 SQ.FT. 12.5% 75 CU.YD. 22 CU.YD. N W n MEETS&BOUNDS BY: NORTHSTAR SURVEYING,P.C. SURVEY DATE: JULY,1998 a 1CONSTRUCTION m - x 0.4 X 8.3 97. 10r ENTRANCE z U, y ° ^ API=�0 ED AS kaTED U m \10 ^ _ DATE: CONCRETE FEE: BY: 20.3 X 18.3 �E 29 NOTIFY BUILDING DEPARTMENT O� GARAGE AT , Ex 765-1802 8 AM TO 4 PM FOR THE �° FOLLOWING'INSPECTIONS: 1. FOUNDATION --TWO' REQUIRED �K FOR POURED CONCRETE C. 2. ROUGH FRAM-!NG A PLUti.161NG � O 3. INSULATION Z 4. FINAL - CONSTRUCTION ',!,,.ST 0 BE COMPLETE FOR'C,C E�C�5�1NG R CONC•WA�K ` ALL CONSTRUCTION SHAi..i. ti+.EET THE PORCH 2 S� G REQUIREMENTS OF THE OF NEW NO>,JSti N YORK STATE. NOT REQ• SLE FOR W DESIGN OR CONSTRWTION ERRORS. � d 0 a 441.6' Vii. , i O N � ; . - TOP SOIL Q COMPLY WITH A'L CODEZ _ \ LOCATION NEW YORK STATE TOWN C OF O • o I'sx3��- '�� CONCRETE \ � _ AS REQUIRED AI 4\,D TI ODES DW _SDI ONS OF Q CO M -- - M ----4444-- -- -------- WASHOUT---4444..._..__ O (V ES S 19°45'0" E193 . 50' C� � Idr 1 1n SITE PLAN CCUPAN RETAIN STORM WATER RUNOFF HAY BALE OR SILT FENCING CY OR PURSUANT TO CHAPTER 236 1 ^/ LIMITS OF CLEARING TO BE C SCALE: 1„ 2O'-O� NO MORE THAN WORK AS C I OF THE TOW LL INPROPE'SDICATEDED O`NSISITE PLN O S UNLAWFUL N CODE• W TROUT CERTIFICA Q o OF OCCUPANCY ELECT Z ELECTRICAL STORM WATER MANAGEMENT DETAILS INSPECTION REQUIRED � Q o NEW ROOF AREA 555 SO.FT. I V.T.S. 22 AT 100%WATER RUNOFF:92.7 CU.FT. DTII exterior lighting o Installed, replaced or TnUSs rLAC�a1-NGA RC-OU.R'D PROVIDE(1)8'DIA.X 3'DEEP DRVN/ELLS repaired /� ^ �y� r t ORYWELL CAPACITY:126.8 CU.FT. `epai ell shall conforM V J to Chapter 172 w OGEE GLITTER-STANDARD S" NOTES: of the Town Code I,.EXECUTION: <Q1 PLY A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2,.PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. '�v B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C� G\J C).PAMT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Blower��®� /."� v 1 N SC,y �� METALS WITH PROTECTIVE BACKING PAINT. �/ 3.INSTALA7ION: �L �� DRAWN: MH/MS A).PERFORM WORK IN ACCORDANCE WITH COA HANDBOOK AND THE DRAWINGS. and du . r� ��1 ,� 1).GUTTER TO BE PITCHED TOWARDS LEADER I'TO 2"FOR EVERY 40'OF RUN. TO1•� F ;; �I I SCALE: 1/4"=P-0" 2).SHEET METAL 30IN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND testing required. N * JOB#: ACCESSORIES. I B).ALUMINUM: RIVET AND CAULK WITH A BUM SEALANT SLIP JOINTCONNEY \ 3).CONNECT DOWNSPOUTS TOSTOItMSEWERSYSTEM ASINDICATED.SEAL May O3,2018 CONNECTION WATERTIGHT. 11�\� 022339-- O^� SHEET NUMBER: DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLEDR EAWAY FROM HOUSE B).TO REPAIR CYRREPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL � y .. r � OF N F-14 COMPLETION. J ♦ 06 O 'V\JtY S 1.. 1 (A) ntttfrt�J Y REVISIONS r O O 0 O°o 00 0 Ell 11 1 UUUUUWWUUUUUUUUUUUUL F 7H Ffl 0 ti N M Ci U ti �G m ILL K� 5� X X�� H�=��F_____*_=_i -I L_�_ -�_ _; z 0 x FRONT ELEVATION o SCALE: 1/4" = 1' Q w � o � aw � w c H - -_ Z O _ Q FF H 1-� Y o Qo ° W ZZ � Qo Lo � p � CDLuImIL� V=u i w '�ERED S� AR DRAWN: MH/MS �7� __1 SCALE: 1/4"=1'-0" :: n1 JOB#: * May 03,2018 EXISTING FRONT ELEVATION °223 9 � SHEET NUMBER: -40SCALE: 1/4" = 1' °F NE REVISIONS O Off°o111-Hu 31 DO 0 ILLul . 34 F= 4� 0 ti N H tl� m H Y o w Q O s_ M --Hll an au L---1 11 LLDj L=--j L=-] z 0 z LEFT ELEVATION ° SCALE: 1/4" = 1' A � z Lo � o0 � w v1 H _ Q o 0 Q � � w � z � z - Q z o w LUr ,�EREDq VIN s cyi DRAWN: MH/MS - — — - — — — — - — — - — — - — — - — _ €,. - N SCALE: 1/4"=1'-0.. --— --_ ----- — — — ------ — * JOB#: e�_o- ��' 0223 3 �� May 03,2018 �OF N ESN O SHEET NUMBER: EXISTING LEFT ELEVATION SCALE: 1/4" = 1' A-2 REVISIONS ® — — 0 �Oo o°OD — 0 Ill .11 J E= m Lo � o N ® ® Q m EXISTING REAR ELEVATION SCALE: 1/4" = 1' Q 00 a �3 88 w - - I ItF-4 w ® ® ® w � Qo ° W � zz LD aZ . o Q W \f IN Sc cy'� , ti �C) DRAWN: MH/MS — n_ u – - — - – _ --__– "� SCALE: 1/4 –1-0 P 1 Y N JOB#: May 03,2018 EXISTING REAR ELEVATION oz 3 0 SHEET NUMBER: OFNE\� SCALE: 1/4" = 1' A�3 REVISIONS --- -- ------- 1 1 1 1 1 1 14'-0" 1 1 1 7'-0" 1 1 1 6'-0„ 1 oO°0 0o 03)2X6 GIRDER G.-a-7 1 i (O 1 VO 112 CONC.PIER i I T BELOW GRADE , M i 2X8 LEDGER 1 I ' 1 a #5 REBAR @12"OC o 4 i 1111 AND AT FTG(TYP) 1 4.11h1 1 1 N 1.1 U o V 1111 , I I 1111 , ill iJ � M a 1111 , -+... ►-a M �..� � CO c ufi � 1111 1 � ~ ,III V V 1111 U I... N 1111 W W > I co 1111 N �O X IIII , Y_ W 1111 M 1 ' fill 4 nn 4 fill i z --ml-- DRL 1 AW 1 • � nn � --fill-- n11 nn - 1/4 ML Fj � nn °J fill � nn V nn 4 I U- 1111 p Ifil 4 I� 00 fill O X 1111 - � N 1111 t014 1111z0I CRAWLSPACE In , 1111 1111-_ z Ilil 1111 ' 1111 F--I 4 "u 1111 w 1111 1111 _ V 1111 N 1111 U- 1111 O Wco O • � � 1111 12'-4" N1411101 w 1111 u1__ � un un 4 , p ` fin EXISTING 1111 1111 a nn Lu fill F.. . o fill z 1111 Lu IIII r V IIII �O � N 1111 x ,may IIII ' p 1111 - ` 4 00 IIII W X 1111 4 N 1111 fill Y o • .M^_,. fill N � a fill LL c0 tin O 0 --E a I Q,rii #5 REBAR @12"OC Q • v 4 v '. v AND AT FTG(TYP) a a ------ / w Z Z Q Z G 14'-0" o Q 1 � Q 1 1 1 w 1).8"THICK POURED CONCRETE FOUNDATION.EXTERIOR OF FOUNDATION TO BE DAMPPROOFED WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON ��5 �V IN S C'Sj UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). i �� �v _., m 3).FOUNDATION SLAB TO BE 2"THICK. K7 DRAWN. MH/MS C� -- --- ------ --- --- ------ --- --- -- --- --- --- ---- �� i` ; ' / N SCALE: I/4"=1'-0" 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES `c f JOB#: TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS N SILL GASKET. May 03,2018 �J� �� 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, FOUNDATION PLAN �223OQ- SHEET NUMBER: INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A OF N E\ MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO SCALE: 1/4" = 1' ' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. REVISIONS ------------------ ------------ 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER nl nl MANUFACTURE'S INSTRUCTIONS. 2. PLATE HEIGHT AT 9'-6"UNLESS OTHERWISE NOTED. / nl n✓ 14'—O" iii 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. / / II✓ III 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 0 WD III 5. PROVIDE 3 2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 0613MRF 7'—0 7 —O iii UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS nl� IIIA (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, III FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. STY/ / PER CODE. / / / iii 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 2116 FWT-2 6016-FWT2116 OVE / / /"'III APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HS2161IS-FWH60611APPA-FWH216IS /EXISTING 'COVERED 3"MULL(TYPICAL) / PORCH viii HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. M 8. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH C> III 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. I_j 1121 —m m 3)2X10 D 2 HEADE i n� a 9. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. CL, M `'" WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 N L x >" w n' j) V m� OI _ r iii 10. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. j °+'� p ID III/ v M cDX I 11. INSTALL SMOKE AND CO DEFECTORS AS REQUIRED BY CODE. 00 C4 N 'L Lu III m V Q Lu /III / III Lu O � III/ to J _ __ __ __ III N __ __ __ __ __ __ __ _ r / II✓ M N j r /r ✓ PRESCRIPTIVE DESIGN PER R402, 2015 IECC: m III/ FLOOR SPACE CEILING/ /i�l R-VALUE R30 R-VALUE: 49 *EXCEPTION FLOORS: FENESTRATION / IF FRAMING MEMBER IS R19 0.30 TOO SMALL U-FACTOR: Ce / C I I GLAZED 2 SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR SHCR: 00fc) ^ I FRAMED WALL SKYLIGHT w clia o I I / j j / R-VALUE: R20 U-FACTOR: 0.55 Q O w o _ / / / BASEMENT WALL p+ 0 RI I / (CONDITIONED SPACE) 15/19 04 To u, p R-VALUE: O 'Z fZl FAMILY ROOM E--� (o EXISTING, //x II / II / v uI uj N o of l / J � v wCie LLJ O 1, CO 61/ i / / V1 � � o C-4 N xI I /2 STY 0 O p O 0 X W 0 o � Z Z (3)2X10 DF#2 HEADER / / m O Q (3)TWT2815 OVER TW2846 + i / /EXISTING O 3"MULL(TYPICAL) 7'-0" 7'-0" III 14'-0" /COVERED PORCH *41,� �� ��{ DRAWN: MH/MS N SCALE: 1/4"=1'-0" ;� * JOB#: May 03 018 PROPOSED 1ST. FLOOR PLAN 'I_, SCALE: 1/4" = 1' oz23�3; / N o � SHEET NUMBER: /i / / �F O� f NA�5 i �i REVISIONS O� 0 0 0 N U M e=+ � m x > Ti v MCI Z co UO O o w n ----------- ---------- _ o x 12 EPDM ROOFING OVER IF-E] 1/4 3/4" AC SHEATHING 2X10 DF#2 RR @16"0C INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP OF FOLD HOUSEWRAP DOWN AT HEAD:TAPE PER MANUFACTURER'S INSTRUCTIONS:SEALANT APPLICABLE): HEAD FLASHING:AIR SEAL WINDOW AROUND BEAD ATJAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERON THE INTERIOR WITH O BASED ON RISK FACTORS:IF SEALANT IS INSTALLED SEALANT ORR NON-EXPANDING FOAM:EXPAND- IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. Im O HOUSEWRAP AND FLASHING, F--1 WINDOW WITH HOUSEWRAP DETAIL o E-I U c0 .� I zH � o0 " ,1 0 � W � Q E-� Q Q 3/4" SUBFLOO DBL 7-1/4 FJ @16"OC n — - — da (3) 2X8 GIRDER ri • �� ® ® z CRAWLSPACE LALLY EXISTING ti ti 8 PC WALL _ I1 DAMPPROOF+ � �/ I I �• 1r I I ` �� , ` ® � ( ( � � � r � � � � o o� COLUMN = W FASMNERTYPE SJA I ( I I r I 2 N . SLA BAvn ANOgR wrtn 1 (I ' .—ENT—1 d 1 II 1 1 I 1 1 I /// I ' — ' IB WOOD-SCREWB \ I ( S I I ///��� I ( I I y v No. • V LJ.. BASED ANOpR wON z EMBEDMENT NT LENGTH f I I 1 I I ; I I I I �� O u .e.. " "AGB�� I 16X8CONC. FTG. ❑ >- B,BEDANClIDRWITN Le•« ` i I i , I 2'X2'Xl' 31n.EMBEDMEM LENGTH _ I i � � I �` 1—�I(2) #5 REBAR O FTG. 1--�--1 I'\111 Ill 3/4•APA PLYWOOD W z aS�, S r i•APA MTED SHEATMNG 1 I GRADE rt wooD �1 I I �\ �\ z_ r I/ 1` 11 / 1 I l IA<TERNA�YwE Z 1 1 1 ® uz•AnA RAt sH—ING 1 I I I GRADEPATI O; I I I O (AOERNAiIVIVE:)116.0 s B)Ile I • FASTENER TYPO SPACING' / ' I 1 I S I I I I I I I/ i CD L< 1 n4 DFxz / I I I IC) ens o ANaoR wtM IT« I 1 • sTuos t` / 1 I SECTION A—A L WINDOW SRL }}EMBEDMENT LENGTH � I �� 1 / I � � r I ' ` ' f�� TYPICAL WINDOW OPENING D.IBwDDas RAN n \I 1 BASED ANTHD0.WTTH IZ'« I I I PANEL SPAN EQUAL OR SMALLER zA,.EMBEmIE\ U.M THAN 4 FEET t/+a au.uGscaEw I�j I I ' I I imE , I 1ui BASED ANQI011 wrm ts•« I ( I lf I I ( 1 SCALE: 3/8" 1' zin.EMBEDMENT IENGTH _ V TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET M-V4D*2MOD/SSEM&IES fgSTENER ttPE: SPAGNG: \��� ��� 2 DN OFF15r1105 CIXiNERED No B WORD-SCREW AND EQUAL F SMALLER TOGErHEa wrrn sraNLFss srFa R THAN 6FEET DR.--BOLTS w/wrsNERs 4eEo carr�rv�rN �« AND Nuns NP.t0 w000-scxEws `v' V TYPICAL MULTIPLE OPENINGS BAseDANnwRwrrH r« �� � PANEL SPAN GREATER THAN 6 FEET 1-EMBEDMENTLENGTH c AND E UAL OR SMALLER 4ahuGxaEw L � DRAWN: MH/MS [� THAN 8 FEET zM EMBEDMExr LINGTH -q I— T- N WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL * , ;;�. I '� SCALE: 1/4'-I o AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ,^ N * 70B#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16n NOA May 03,2018 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOQ SHEET NUMBER: 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 22 J 7]OJ e— CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. JJ J ALL PANELS MUST BE CUT TO SUE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. OF HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. i � 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 RAFTER WALL STUD END CRIPPLE STUD BOTTOM PLATE 0 0 �o� RIDGE LEDGER BATHTUB �O° o©� HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR JUSP NUMBER DESCRIPTION APPLICATION ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. 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 O JOIST DIRECTION WITH (E) JOISTS. UNDER WALL. 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ®24"OC ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/ THREAALl OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER DED ROD. WALL STUD a N THROUGH-ROOF EXHAUST LECTED AND OCATEDVENTS EBY CONTRACTOR METAL STRAP :�-•' O VENTILATION CHANNEL AS REQUIRED Z RIM BOARD RAFTER RAFTERS MAINTAIN ,Y SILL PLATE(S) VENTILATION WOOD JOIST U m � " � � � '• � "• � •• BLOCKING `. • TOP PLATE BLOCKING ° FOUNDATION - - - 2x4 LEDGER o 2x4 SOFFIT JOIST STARRING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA _ FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 -1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH OPENINGS OF V4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS INSTALL PEN O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE i 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDSCONNECT TO ON ALL OPENII4GS / i 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDO'WN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. � CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS � 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS e �{ 2ND. FLOOR WALL I�-•1 RAFTER L4 WOOD JOIST i �Qy O TOP PLATE GIRDER/HEADER `� U WOOD JOIST 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS ®48"OC Z AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. E-1 C) 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I�•� U ON ALL OPENINGSCONNECT EACH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"x48" 1i STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET ' r � SLAB TYP. CONC. FOUNDATION ( n ` 60MIL. POLY V., ` DAMPPROOF EXTERIOR V GRANULAR FILL �•� � 6MIL POLY ON EXTERIOR � r I , , , p y STEEL COLUMN - %% a v p CONC. SLAB .p ' r v ANCHOR BOLT EMBEDMENT: ° n o p POURED CONCRETE: 7" • • V 1 ' V I COMPACT FILL xs r BLOCK WALL: 15" • �--� Y a KEYWAY FOOTING o �` �!•p �. p CONC. FTG. 'p �'p o' USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) L� REINFORCING BAR • FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING W SILL PLATE TO FOUNDATIONZ CRAWL SPACE OR FOUNDATION 1 STORY 72" OC F� Z TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC 1 G 0 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG, CRAWI SPACE OR FOUNDATION IF""'•"'�� G WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Lo SLAB-ON-GRADE .(< O Q —SUBFLOORco O CONC. SLAB I DOOR FRAME JOIST 1 10/10 WWM GARAGE �- w COMPACT FILL I DOOR USE 2X8 STEEL EAM1 17 v .` FOR BLOCKOUT t' 4" SLAB W/ 6X6 WMM \ SLOPE ) I' P.T. PLATE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT (n �• 1 • s' (WITH A NAILING PLATE IF NEEDED) ' , •'•.p'� �, - 7.1 2 •. , e• ;• .•• • • TO BE APROX. 1/2" OR HIGHER THAN . ,a __Q-?_��_, , r 6„_�p ,a D C °D •• STEEL BEAM TO ALLOW FOR SHRINKAGE RADE t' • a • a , a �'�O • a • •.• • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) sxs W.W.M. -'�I •°D•'p - SUB FLOOR OF � DRAWN: MH/MS a a a .�_ p p o °• • r— SCALE: 1/4"=P-0" M N'. `�(�D °D ^ �'p �'p A • ° °D e ° n �� °° II-I I _ ��JOIST •• a REINFORCING BAR .D REINFORCING BAR ' �• ° (� L •° t•• — MaO STEEL BEAM y 03,2018 DRAIN TILE IN IN • � • a 12" PLATE (BOLTED TO BEAM) SHEET NUMBER: j . • a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT IREVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 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. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 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 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 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 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OO°o 0 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: 0 P g 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 ATTICS w/o STORAGE 10 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 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) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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 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 NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 17� N C DESIGNED FOR CAT. ) -+ M precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( � � TOP PLATE TO PER FACE NAIL 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, 2-116d COMMON TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION nj ►] m m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE J cn 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4-116d COMMON' R, INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that mason refabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: U o 2 masonry or p P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE °� c° ° 00 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 2-16d COMMON attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. FACE O.C. M 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 HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. s � 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 "Y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION re)� U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC G 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL lengthJOIST,BAND JOIST, 2-16d COMMONCLIMATIC & GEOGRAPHIC DESIGN CRITERIA x length adjustment factors in table 3.16. 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 WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 joint material between concrete slabs and abutting P 1 g JOIST TO: PER TOE TO HEAVY MODERATE 3).Provide 1/2"expansion 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES - concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g• SILL,TOP PLATE OR GIRDER JOIST NAIL 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 'Z 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.t..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 0 g P 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs )• 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 COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD coo 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:13 H 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 Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z 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 Qr � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMONJOISTNAIL � U 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 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 2006 SBC High Wind3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C) Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 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. E--1 U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q 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 flashing shall be installed between the building and ledger. NAILNAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ( ) g• 5d COOLERS 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. WALLBOARD I 1 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QT, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall �Tl h g 8 PANELS WFCM-SBC be used. w anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 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 Y 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. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O 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. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. }- other access openings unless otherwise noted(typical). FLOOR SHEATHING: O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. L1J JOINT DESCRIPTION Z 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Z - 1"OR LESS 8d COMMO 12"O.C.FIELD Z 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED 2 O under all bearing walls. 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) � U-) and to form an effective fire barrier between stories,and between a top story and the roof space. p Q requirements. Fireblockin shall be provided in wood-frame construction in the following locations. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Q j-- equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor CD 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q 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 the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed W 12 .Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ,SERED q over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. �\� V( ,�Cy 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �• 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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 'r" �}.. LL DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. n 3).All electrical work to comply with 2014 NEC. to be reduced sol -16d nail per foot. .it. �70 -4 SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of * _4 4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. j N JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P N r �- 7fl torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR A May 03,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 23 SHEET NUMBER: 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ��� 02O�� 16}.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR pF N ESN (5.7 SQ.FT.2ND.FLOOR) 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' MIN.44"SILL-AFF DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-8 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.