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HomeMy WebLinkAbout42418-Z Town of Southold 8/24/2018 3 WA P.O.Bog 1179 0 53095 Main Rd o44 �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39867 Date: 8/24/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1980 Sigsbee Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 144.4-15 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2018 pursuant to which Building Permit No. 42418 dated 2/28/2018 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: ADDITIONS AND ALTERATIONS INCLUDING SIDE AND REAR WOOD LANDINGS AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Crom, Steven of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42418 08-13-2018 PLUMBERS CERTIFICATION DATED 08-10-2018 Henry Smith \)4L o ' ed Signature o�SU'F 1,Q TOWN OF SOUTHOLD eel', BUILDING BUILDING DEPARTMENT CO 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42418 Date: 2/28/2018 Permission is hereby granted to: Crom, Steven 2075 Sigsbee Rd Mattituck, NY 11952 To: make alterations to an existing single family dwelling as applied for. At premises located at: 1980 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 144.-1-15 Pursuant to application dated 2/21/2018 and approved by the Building Inspector. To expire on 8/30/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $457.60 CO -ALT E WELLING $50.00 $507.60 i ding linspector gvg'a a TO r.Ka P APPLICATION FOR >✓RTlrl +_4 < SEr OF OCCUPANCY This application must be filled in b typewriter or ink,and, t! it{` 1 ``` Y tYP s ��"d�'�i-tHe�I3,�lildiitg-Department with the following: A. For new building.or new use:`. I. Final suerty'with accurate I ,ret~e; `e s "and'unusual natural or °topQ�raplic features:¢.•,'�;. ::,�. -y�.F ��'e'<. *� : . :�- .. -.:; � .p, •• 2: Final A ioval•fzom,Heal o r o .: 3. .4 rovalof electro '^tTi bept� a zip and a _•:P a = - PP al•install'atigr� mi�,l#o ' o &� �;._ ,.d,. a,A.<:�, ,.�; •.�::��I: fro t z ' • pRUL t4. esra ti cont h -s s a %10 of 1% lead. 5. Commercial building,industrial 6uildirig; + "e ' qo s t, •, A 3 « illations, a certificate of Code Compliance from architect or engee: '•,o r 6. Submit Plannin ` g BoardApproval of completed si cap an eq erhfs „ 4> rt L, �i B. For existing buildings (prior to April 9, 1957)non-conl'orming'dses,or liuildin,g �_ d3,�pre-existing" Iand uses: 1. Accurate survey ofproperty showing allproperty lines streets building-and12l or topographic features. 2. A.properly completed application and consent to inspect signed by the applicant.:l`f 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$15.00 Date. �Q New Construction: Old or Pre-existing Building: (check one) Location of Property: Nc� Q House No. V Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section_ Block Lot Subdivision 11 e� Filed Map. Lot: Permit No. d- C Date of Permit. Applicant: Health Dept.Approval; Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature OF SO�Tyol - � o 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�ly� dao roger.riche rtCa�town.south old.ny.us �UNT`l, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Steven Crom Address- 1980 Sigsbee Rd City Laurel St: New York Zip- 11948 Building Permit#: 42418 Section 144 Block 1 Lot, 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No- SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 30 Ceding Fixtures 7 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect 200a Switches 28 Twist Lock Exit Fixtures TVSS Other Equipment. 2-combination smoke/co detectors, 2-bath fans, 4-paddle fans, 10-combination GFCI/AFCI circuit breakers Notes. Inspector Signature: Date: August 13 2018 81-Cert Electrical Compliance Form.xls SIV Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ' FD) u j BUDDING DEPARTMENT y TOWN OF SOUTHOLD ; AUG 1 0 2018 J 4 BLnDVr'YYPT. ^ OLD aA " •C-ERTIFICATIO-N i i p Date: Building Permit No. Owner: -- %-ST C1Q0LM ® S 1 '.Bee— __ (Please print) f -Plumber:..-- "... ...... (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. _ I , i (Plums Signature) Sworn to before me this day of&�J�j , 20 ?- ROBERTA MAZZAFERRO (VOTARY PUBLIC-STATE OF NEW YORK Notary Public, `/< ;-,County, NO.01 MA6207376 i QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 15,20rz 1 l �Of SOUTH �o� olo fA O UOUMV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �a✓ &Aw1.617� r--� 0 DATE c3 y�� g INSPECTOR �O�aoF souryO� TOWN'OF SOUTHOLD .BUILDING DEPT. 765-1802 INSPECT'ON FOUNDATION 1ST [ ROUGH PLRG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMIN_W STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN R MAR Nhie' �V* DATE lidn00 INSPECTOR " TOWN OF SOUTHOLD BUILDING DEPT. courm, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F, E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION iA- 0006"'AULKING REMARKS: DATE Q INSPECTOR SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 10 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOFf pE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 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: VK q DATE ( � f INSPECTOR r g hO�aOF 500Th,°� # TOWN OF SOUTHOLD BUILDING DEPT. 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: 0�vmr,& DD__ N1�� l 8 10( ­ 40/ eakwVe& LAR AW DATE INSPECTOR y� �aOF SOUI'yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] iNSULATION [ ] FRAMING /STRAPPING [vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fovAvls!>. UK� �_v c-D DATE INSPECTOR VAn i h r S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14 ' f AUG 232018 I LU SUMMr,DEFT. Y LOT 39 nir z '. FRM. :N v EXISTING ASPHALT,I ,cu :GARAGE.. iv DRIVEWAY TO BE REMOVED 2.0'N 4.4'E. ':;•:••. '. n > » CONC. DRIVEWAY I Z o.5•E �* 2.o'N: :: :: :: N69 22 00 E 144.95 :' u.PUj 4 STOC D FENCE 0.2'N 2.6 S: 2.6'S ^ 1'E: _ --------------------------- ---- ------; -- t� -- — _ -- .: o 1 • •. gyp... `. M N WOOD STOOP '•PROPOSED: w •-, .GARAGE:;•. ' -------3.5'---------- REM -----------Pt PROPOSED C+ c� jI(Al WOOD STOOP j --- GRAVEL DRIVEWAY. w OROPOSED 5 O _INDOD STOOP . 41.7' O p 3.2'E= '23.3'' -- 4'x6' :56SHED 4► L J p r--- — ;C7 i��C"c��iG`� •' 1 STY FIR M. —=; ,� I °O ltd 8.3'x 10.2' '::;: '.DWELLING::•.: .:';..:••:'•''..�: X O #1920:• ,REMOVED I �:•':.'.'.: : :'• cn: 35.8' .a W WOOD DECKPROPI : : O W REMOVED�j 56.4• :;.. i;::;_ . . �� \ '-:4xLOT LOT 40 p O COVERED O O M.H.O CEL R E N PORCH MON. 0.3'S 4A E S69�22'00"W WOOD RAIL FENCE 145.09' 1.5'S d LOT 41 a, W � s TOWN OF SOUTHOLD _ LOT COVERAGE EXISTING . DWELLING; ISTI S.F. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ELD DETACHED GARAGE: 473 S.F. PECONIC BAY BLVD. AND OR0CANDATAOWN OBTAINED FROMARE FROMFlOTHERSSERVAnONS ENCLOSED CELLAR ENT: 55 S.F. a SHED: 85 S.F. AREA:7,24'4.20 SQ.FT. or 0.17 ACRES ELEVA77ON DATUM: REAR DECK: 235 S.F. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA770M LAW. COPIES OF 7HIS SURVEY SIDE STOOP: 10 S.F. MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U710N 2240 S.F. or 30.9% LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS]OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS PROPOSED AND/OR SUBSURFACE STRUr:7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY DWELLING: 1382 S.F. SURVEY OR LOT 40 CERTIFIED TO: STEVEN EDWARD CROM; DETACHED GARAGE: 473 S.F. AMENDED MAP OF PROPERTY OF ENCLOSED CELLAR ENT: 55 S.F. MAP OF: MATTITUCK PARK PROPERTIES, INC. SABINE NIKE BECKMANN; PROPOSED FRONT PORCH: 60 S.F. FILED: JANUARY 12, 1926 AS #801 SILVER FIN CAPITAL GROUP LLC; PROPOSED REAR AND SIDE STOOPS: 42 S.F. SITUATED AT: MATTITUCK FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC; 2012 S.F. or 27.8% TOWN OF: SOUTHOLD ' KENNETH M WOYCHUK LAND'SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKf Professional Land Surveying and Design 4 P.O. Bog 153 Aquebogue, New York 11931 „ , PHONE (831)298-1588 FAX (631) 298-1588 REVISED 04-05-18 FILE # 17-135 SCALE: 1 =20 DATE: AUG. 13, 2017 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. woychuk vo KYNENE0 D � � THE EVOLUTION OF INSULATION o-= AUG 2 3 2018 IMGM4NSULATION C3f l �.n This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 G LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene 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 R- 49 ; at inches Walls(location): lExteriorwalis { R- 21 ' at 0 inches Walls(location): R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- E_ —_ at C inches Basement Walls R- 21 at inches Other(location): DC 315(AII Basement Exterior walls) R- at inches `Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address 11980 Sigbee Rd Mattituck NY Marc ,r . „ _h_ Date of Insulation Installation 2018 Building Contractor Isteve Crom fi •dl=.f s'• Insulation Contractor Cary Insulation Insulation Contractor Phone (631)218-9350 Yr $ Installed By William Kriz �-- — s - - INSULATION CERTIFICATE ® ®® NOT RE Please post near electrical panel. 1 1 • • • � • 1 FOUNDATION(1ST) ------------------------------ m[Elf la WWI - Wag 1,i 1 /mi - ' . , ROUGHPLUMBING 1 �� INSULATION ENERGYSTATE • 1 ice, ~• ' ter. AW Ais I UF rA ADDITIONAL COMMENTS rFrow, I, 1 WOW w ff" _� l • 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 Southoldtownny.gov PERMIT NO.Al �f � Check Septic Form N.Y.S.D.E.C. Trustees C.O:Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form 2 71- �� Contact: Approved ,20 Mail to: Disapproved a/c �y Phone: ��5 Expiration b 3� 20 lal [�5 Building Inspector J i a FEB 2 1 2018 LICATION FOR BUILDING PERMIT Date 201 F�� 1�' if:; `L; INSTRUCTIONS TOWN OF SOUTHOLD 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, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises S' \—C Q e4—, x--\ (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. Location of land ori which'proposed work will be done: IN \°1 s �-o House Number Mreet Hamlet County Tax Map No. 1000 Section Block Lot Is Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended se and occupancy of proposed construction: a. Existing use and occupancy 'r e b. Intended use and occupancy If 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition v7 Other Work (Description) 4. Estimated Cost 1�caccjo Fee I (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. 7. Dimensions of existing structures, if any: Front aLl $� Rear RN 5- Depth 56 Height 1s ' Number of Stories � Dimensions of same structure with alterations or additions: Front a2`� S Rear 24 Depth ��,�� qrr Height 1S Number of Stories 1 t a 8. Dimensions of entire new construction: Front i Rear Depth Height Number of Stories 1 9. Size of lot: Front SCS r Rear—___5-0 ' Depth 10. Date of Purchase aQ 1'7 Name of Former Owner 5 :xw-, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO Vi ii mz�v1-rc� 14. Names of Owner of premises_560e4--t 6cnv-%Address ab?5 S'ngNa-e !� Phone No.Lk`l 1715A-?S?3t-/ Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 �� ) C,CJ Cky-:t\\ ��Cck'S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 6jeA (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;Ahff1MeEmM4vill be performed in the manner set forth in the application filed therewith. Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Sworn to before me th' Commission Expires April 14,2 b 161+ -day ofV., 20 0 Notary Public Signature of Applicant Scott A. Russell a° /r STO)[LMWA\T]EIK SUPERVISOR z AWANA\G]EAMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ ( C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑5eF.- 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,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Distract NAME: V C-CA_S AILA- —,-- (Nuu) Section Block Lot (Signature) FOR I�OR BUILDING DEPARTMENT USE ONLY Contact Information 3� Vt)� J c 3T r/V dephene Number) Reviewed By: a Date: Property Address/ Location of Construction Work: 811�stormwater - - - - - - - - -p� ` pproved for processing Building Permit 39W5LC4SN2e_P_ 99'' Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 � FFpt�C BUILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 a Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 al roger.rich ert(a_)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED---BY:--'- Company EQUESTED---BY:--'Company Name: d'-� - Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: \---"A O Cross Street: Phone No.: Bldg.Permit#: � \ 2, email: Tax Map District: 1000 Section: Block: \ Lot:; BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: .nee Is job ready for inspection?: YES NO Rou h In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# i 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 /r o�S�FEO(,��oG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road a Fax(631) 765-9502 P. O. Box 1179 �--Sauthd"1'`-t-n7't--0 O `F • y o� - BUILDING-DE-PAR-TMENT ------- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: Owner: . Location of Properly: Please take notice that the-(check applicable1ine): New commercial or_resderitial structure- - Addition to e�cisting commercial-or residential structure Rehabilitation 6:.1an existing commercial or residential structure to be constru&ed`or performed'at the subject property reference above will utilize (check applicable fine); Truss type:construction (TT) Pre-engineeredf,wood construction (PW) Timber construcfion'(TC) ' in the following location(s) (check applicable line)- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 0 Name (person submitting this form): 4E&4g ,� Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 H x :K C � '• 3.•.3�« .Nf.� Fes. itx� fi J. J 1����T1Y:.2�v.��3�,L•7,yCTf�� w'.L1t.:a';L ��sk�'{��sF�si s C]xn�w 7 w•., ^�� � � � �Lr a� v YFf�+�FKxi-y. `Ln'r�,r�� t�. w t"^'�t� fix' ��rh° ^S• tfi�im�a�,,� .ai G�� t4r�'•..+�'�.{' sti..,.e.�=��s„t�" � 1. �~ y�.4'S,fir. �}• 3 • i 'C s A ,3 `.rCs;y`aw J- :�s 3{i' r�`tJ�j:{t�� ,�{"fir�� !'7M•. /,+•p• /�'�f fi�"'�5f r • L�Y�, ^'�S _�r.:-.E� � it � ifC •n s t.�; n � r� izt f, t + � ! � w* r tt • � '+ 7 +a E • AT REScheck Software Version 4.6.3 Iz Compliance Certificate D DD APR 2 7 2018 Project Krom Residence F_ f.+-I'i�-i; , TOWN OF SOUTHOLID Energy Cade: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: 2-28-18 Permit Number: 42418Z Construction Site: Owner/Agent: Designer/Contractor: 1920 Sigsbee Road Steven Krom John J.Condon, P.E. Mattituck, NY 11952 1920 Sigsbee Road Condon Engineering Mattituck, NY 11952 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 condoneng@optonline.net Compliance: Passes, prescriptive requirements for alteration projects Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,304 49.0 0.0 0.026 33 Skylight 1: Wood Frame:Double Pane with Low-E 9 0.550 5 SHGC: 0.40 Skylight 2:Wood Frame:Double Pane with Low-E 9 0.550 5 SHGC: 0.40 Wall 1:Wood Frame, 16"o.c. 192 20.0 0.0 0.059 8 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 18 0.340 6 SHGC: 0.33 Orientation: Front Window 2.Wood Frame:Double Pane with Low-E 18 0.340 6 SHGC:0.33 Orientation: Front Door 1: Solid 20 0.350 7 Orientation: Front Wall 2:Wood Frame, 16" o.c. 448 14.0 3.5 0.060 23 Orientation: Right side Window 7:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC:0.33 Orientation: Right side Window 8:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC: 0.33 Orientation: Right side Project Title: Krom Residence Report date: 04/23/18 Data filename: C:\UsersVohn Condon\Favorites\ResChecks\Sigsbee Road Residence Rescheck.rck Page 1 of 3 Gross Area Assembly I or Cavity Cont. U-Factor UA Window 9:Wood Frame:Double Pane with Low-E 7 0.340 2 SHGC: 0.33 Orientation: Right side Window 10:Wood Frame:Double Pane with Low-E 5 0.340 2 SHGC: 0.33 Orientation: Right side Door 4: Solid 20 0.350 7 Orientation: Right side Wall 3:Wood Frame, 16" o.c. 192 14.0 3.5 0.060 7 Orientation: Back Window 11:Wood Frame:Double Pane with Low-E 18 0.340 6 SHGC:0.33 Orientation: Back Window 12:Wood Frame:Double Pane with Low-E 18 0.340 6 SHGC: 0.33 Orientation: Back Door 2: Glass 42 0.350 15 SHGC: 0.60 Orientation: Back Wall 4:Wood Frame, 16" o.c. 448 14.0 3.5 0.060 23 Orientation: Left side Window 21:Wood Frame:Double Pane with Low-E 30 0.340 10 SHGC: 0.33 Orientation: Left side Window 22:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.33 Orientation: Left side Window 11:Wood Frame:Double Pane with Low-E 14 0.340 5 SHGC: 0.33 Orientation: Left side Window 12:Wood Frame:Double Pane with Low-E 7 0.340 2 SHGC: 0.33 Orientation: Left side Window 13:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.33 Orientation: Left side Floor 2:All-Wood J oist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity not exposed. Basement Wall 1: Solid Concrete or Masonry 192 21.0 0.0 0.043 8 Orientation: Front Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 2: Solid Concrete or Masonry 448 21.0 0.0 0.043 19 Orientation: Right side Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 3: Solid Concrete or Masonry 448 21.0 0.0 0.043 19 Orientation: Left side Wall height:8.0' Depth below grade: 7.0' Insulation depth:8.0' Project Title: Krom Residence Report date: .04/23/18 Data filename: C:\Users)john Condon\Favorites\ResChecks\Sigsbee Road Residence Rescheck.rck Page 2 of 3 A ? Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The prop sed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory re ements listed in the REScheck Inspection Checklist. tai Name-Title ignatu Date Project Title: Krom Residence Report date: 04/23/18 Data filename: C:\Users�ohn Condon\Favorites\ResChecks\Sigsbee Road Residence Rescheck.rck Page 3 of 3 1 GERPFIEDO , . Certificate ®f Product Ratings AHRI Certified Reference Number:201811036 Date:08-13-2018 Model Status:Active AHRI Type:RCU-A-CB Series:XR13 Outdoor Unit Brand Name:TRANE Outdoor Unit Model Number (Condenser or Single Package):4TTR30301-11 Indoor Unit Model Number(Evaporator aqd/or Air Handier):4TXCB003DS3 Fumace Model Number:S9V2B04OU3PSB Region: North(AK,CO,CT,ID,IL,IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,Uf,VT, WA,WV,WI,WY,U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. The manufacturer of this TRANE product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI,210/240 withAddenda-1-and 2,Performance Rating of-Unitary ' Air-Conditioning?&AirSource,Heat Pump Equipment-and s`ubjectto rating accuracy by AHRI-sponsored,-independent„third party testing:; Cooling Capacity(A2)=Sing1le or High Stage(95F),btuti,,28600 J ” ± -,, i fi "` 1 ; SEER��14.00 — __ � . EERA2 -Single or High Stage 95F 11.70 5 . _ 1 PD) AUG 2 3 2018 T�1y3 a4c,P� . f"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale,OR new models that are being marketed but are not yet being produced"Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new Dublished rating is shown along with the Drevious(i.e.WAS)rating DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or In part,be reproduced;copied;disseminated; NM entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's Individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No.,which Is listed at bottom right. ©2018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131788624474920519 This combination qualifies for a Federal Energy Efficiency tax Credit when 4 placed in service between Feb 17,2009 and Dec 31, 2016. Certificatv ®f Pmlao-ducv;t Ratings AHRI Certified Reference Number:201813384 Date:08-13-2018 Model Status:Active AHRI Type:RCU-A-CB Series:XR16 Outdoor Unit Brand Name:TRANE Outdoor Unit Model Number (Condenser or Single Package):4TTR6030J1 Indoor Unit Model Number(Evaporator and/or Air Handler):4TXCB003DS3 Furnace Model Number:S9V2B04OU3PSB Region: All(AK,AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN,MO,MS, MT,NC,ND,NE,NH,NJ,NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S. Territories) Region Note- Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for ' —which-they-meefttie regional efficiency requiFdmehf-` , -"-- The manufacturer-of thisTRANE-product is-responsible for the rating-of this system combination. Rated las follows in accordance with the latest'edition-of ANSI/AHRI 210%240 with Addenda 1 and,2i Performance Rating of Unitary Air-Conditioning&Air.=Source Heat Pump Equipment and subject to rating accuracy by,AHRI-sponsored,independent,athird party testing:, Cooling•Capacity(A2)--Single or High'Stage(95F),btuh:29000 ~, SEER j16.25 t�V, EER(A2)';Single or High Stage(95F) :13.50 D f r AUG 232018 SUMDR,TG y�r",RyPT.T ��9,'- V'Acfive"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced"Production Stopped"Model Status are those that an AHRI certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate The new published ratina is shown along with the previous(i e.WAS)rating DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsiblllty for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; ANA entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahrldirectory.org,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No.,which Is listed at bottom right 02018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131786591843341665 �r y JIM DEERKOSKI, PE A L G0' ;FI.i`.; phone: (631) 298-7116 YO Fi i .'rr',i L• iif: i it :.IIL' q fo:'l e .r DESKON ,21 ,• - r o TRUSS PEACARDIIUG REQUIRE® ,Li GE,�TIFICATION LEAD CONTENT BEFORE P7L T,,lP CTOM'l\"dl1TER IFICATE OF OCCUPANCY E,rl l �li;�E;� TO C!Flh IEE'{ 236 Z SOLDER USED IN WATERTG'ti��� CODE. j> o :�''r_)LY'SYSTEM CANNOT Ek:U Z'10 OF 1% LEAD. EAST ELEVATION SCALE: 114" = V-0" ��-crr�cn�'Yr�srrt�fi,3rrcmo G ' ' ALL PLUMBING WASTE &WATER LINES NEED TESTIN IG BEFORE COVERING t Vol 0 El F-1 o o H EDE 0 DRAWN BY: JD NORTH LE � ATION 2/13/2018 SCALE: 114" = V-O" SCALE: SEE PLAN SHEET NO: OF NEW Y C-:) 0`ER�r r I - 0 w (� t; W 2 � R� �SINP� J JIM DEERKOSKI. PE phone: (631) 298-7116 V) z 0 WEST ELEVATION SCALE: 1/4" = 1'-0" W Vol z 0 0 Lill 0 DRAWN BY: JD 2/13/2018 SOUTH ELEVATION SCALE: SEE PLAN SCALE: 1/4" = 1'-O" SHEET NO: E. F NEW c D`�,Q�OA O A 07 ROF IO N U JIM DEERKOSKI. PE phone: (631) 298-7116 Vol I I 1 I I I I I I I I I 1 = 1 ' r ICI I 1 Itl 1 III 1 111 1 I I I 1 I I I O 111 � I 111__ � 1 I I I I III-- �--III— CQ - I I I III 111 1 1 1 I I X8 C III NOTCH 3 I n 1 16"OC "1 I nloc mn I _ w ' I ink 2X12 I _� 10'-0" 1 0 I nlV V1n @16-OC I ' i ui� a" J J I i i _ (2)9-1/2 LVL I I I --- ----- ------------ O V �'I - - ----------------------'__� I I I I IIIA 0111 00 00 1 I Imo_=1__ ________________ 1 ---------rm�- O'rr-- 100 0011 = I I I I I X ^ 1 iiiilii = = t 2'X2'X1'FTG �2 -�O i 2X10 LEDGER 1 n17 N. 12"dia CONC. I�' 1 v vll UNDER POST I .-----, PIER w/ nl 1 11 ABOVE ipp 2'X2'XI'FTG. iii I 4X4 �I_ (o _0 8 -TO 3 I I cul MIN.3'BELOW nl , POST i- tl - - , -- -- I GRADE i 'I'- ' 1 ' 2 1/2 LVL ' 1 2'X2'Xl'FTG ' I '�' 2 9-1/2 LVl ' ' ' I I --lil-'-' --I--� -----_--I-- I ( ) I _ _ I �'X2'X1'FTG 111 I �I 1 I UNDER POST 1 __'___________________ I ® 1 III I ' ' ' ABOVE I I I 1 I 1 UNDER POST III I --�-----_T_ - -- )) L--+--� I I I I I I I I I 111 1 `-----' �-----' `-----' I ABOVE Cy 111 1 ' X ---- II II-011 111 1 - I 1 1 1 1 1 I N III � I •� I I 1 1 I I 111 I I I I 1 I I I �I11 I ,2X6 ACO 111 ' 16"OC __111 1 i 17i_i _ t I 4n, 1 1 I 'I' I • ----- -- --- I `-- --' 12"dia CONC. ' " (2)9-1/21/2 LVL LVL I OPIER w/ 2'X2'XI'FTG. MIN.3'B ELOW o 1 GRADE 1 I I I I 1 1 1 1 12X10 LEDGER O DOUBLE UP FLOOR D I ��� NEW PARTITIC DATION FLA 1 � i (° %0 1 12"dia CONC. 6CALE: 114" = V-0" -�I� ----i N --- PIERw/ 2'X2'XI'FTG. r I MIN.3'BELOW ' GRADE to 10 to 11 1 DRAWN BY: JD 2/13/2018 I 3 �✓ SCALE: SEE PLAN N��,y SHEET NO: 0 -T s� 1 - w41* - w VI LLJ 0728 JIM DEERKOSKI. PE phone: (631) 298-7116 ' 35 91-0" '-10" 111-6" 211-401 1' I 1 31-5 " 31-5 " 41-(0" 4'—KJ 11 2'-0" 91-(p" 6'-10" 10'-O" 4'-(o" I 10 d 01 2440H3040 244DH2436 244DW304S CN238 i 244DH2840-3 1. ---------------- ---------' 2-2x82-2x10 2-2x10 2-11-7/8 LVL 111 (2) -1/2 LVL I 11 I 1 I O NEW COVERED CNI o A = I O 111 O 1 I 3 5 ���� ^ POR H N x 1 IIIIoc CATHED L � X CEILIhN Q N i 1^ i U N 1 1 -- -- - — — — �-1 IIiiN 2X8 RIDGE i 21-411 �1 ' ^`�' 1 V• 1 IIII I V• '^ ®® 1 \ N (�V ---- --- - r N Iw30X36V x N I SKYLIGHT un 1 i Int z i L - - J N nIl (2)9 1/2 LV tv I+1 t 1 ' 111 2-14 LVL -- --- 2-2x10 NEW COLUMN I ii (TO BASEMENT) ________ 8'CEILING 1 � ^ 5-(0 2-O -_ w/z'xz'xl'FTG. 4'-O" I II I II _ —L(2)1_3/4X14 LVL UNDER EX.RIDGE_-_- N N ING -----------I'----- m 3 -0 3-5 I i N &STAIR N .. ro -0 1 AV 2'-8" 2'-8" ' / 1 1 1 5'-2" Ilk 5'-1 " �' I(1 N \ CL 1 i 130X36V I O m m i :o N I SKYLIGHT I 1- 1 _ cv — ! �� L J CI, Q N � ctl - O � W `r 1 uj POST ITC)EX. X .+ � m I FOUNDATION N - � Q O 4 NEW 1 ' � BATH 2-2x10 2-2x -SIS x 2-2x1 ' 2-2x10 2-2x10 Q 244DH3049 244DH3049 244DH2436 1 AN31 1 NEW LADING i Q & AIR ' I I ALL INTERIOR HEADERS TO BE 2-2X8 1 UNLESS OTHERWISE NOTED I 1 I I 1 n 1 11 1 II 1 n 1 II 1 11 1 II 1 II 1 1 11 1 " 12-8 2 -O 10 -1 2 -O -33,4 -33/4 2-(0 2 -6 I 11 -0� 2 10 -(o 1 I -10" 4'--1'x211 5'-O" 13'-6!/:2" DRAWN BY: JD 1 FLOOR FLAN `-------- � 2/13/2018 SCALE: 114" = 1'-0" SCALE: SEE PLAN OF Ewy� SHEET NO: CID C-) . D to,per N�CI 0 R�FESSI NP (2)14' LVL 2X4 @16"OC 2X81RIDGE SISTER 2X8`` 2X6 R TO EX.RRs @16"O 111 9-1/2 LVL `� I F JIM DEERKOSKI, PE phone: (631) 298-7116 EXISTING COLUM COLU N TyP) (TYP X.SILL EPDM OVER LATE 3/4"SHTG. (2)2X8 5/4 DE KING I I EX.FLOOR EXISTING FLOOR 2X8 ACQ 16"OC (2)2X10 Q 2X12 @16-OC (2)11-7/8 LVL a� a; (2)11-7/8 LVL v 12"dia. v_ � p CPIER p i PIER 4 EXISTING " 7Z z 4X4 LALLY 2'X2'Xi'FTG POST COLUMN O lz 7Z EXISTING • b. •. • •. • •. • •. • •. • •. ►' D v•�.y� 2'X2'Xl'FTG. SECTION 5-5 ,4 SECTION A-A LLJ 3 r✓- SCALE: 1/4" = 11-011 3 SCALE: 1/4" = it-0" PRESCRIPTIVE DESIGN PER R402, 2015 IECC: FLOOR SPACE CEILING R-VALUE R30 R-VALUE: 49 *EXCEPTION FLOORS: FENESTRATION 0.30 IF FRAMING MEMBER IS R19 U-FACTOR: Vol TOO SMALL GLAZED SLAB(HEATED) (2'PERIMIETER): RIO FENESTRATION NR SHCR: 2" 2' FRAMED WALL ��{ 2" o I I R-VALUE: �0 SKYLIGHT 0.55 / / ® 12" O/ m / O �2" • �( U-FACTOR: BASEMENT WALL (CONDITIONED SPACE) 15/19 O ( � I, ( ( � ® f I ` I f � • � I � • � I • I R-VALUE: FASTENERTYPE: SPACING: BASED ANCHORWITH16"« 21n.EMBEDMENT LENGTH / ( `\ \ //�\ 11 I I //�\ rr I I • f •/( I /1 I / No.10 BASED ANCHOR WITH 16"« 21n.EMBEDMENT LENGTH 1/4m. LEN « dia.LACSCREW BASED ANOMER 16" _ ( I — I _ I I ' • I I I • I • 2In.EMBEDMENT LENGTH 1 I 3/4"APA PLYWOOD 11/4 SHEATHING 3 11/3 II/4 11/4 I1/4 ; Z"" "I 11/4 1/2"APA RATED SHEATHING ` SINK GRADE PLYWOOD I3' L (ALTERNATIVIVE:7/16"O.S.B) I W MD.W.1/2"APA RATED SHEATHING ! BAH SHO 1 ' 1 ' GRADE PLYWOOD I 1 (ALTERNATIVIVE:7116"O.S.B.) I ( I I I I I LIR 2 2 I I I I C.O. 3 1 1/4 I G.O. C.O.I 2 �11/4 C.O. 3 FASTENER TYPE: SPACING: I I ( I ' I ( I • I I ! f I I ( i • I ( I 3 3 2%4 DFR3 I D RAW N BY• JD No.8 WOOD-SCREW r / I II II / BASED ANCHOR WITH 10"« ` 1 ` ® STUDS 1 I 1l WINDOW SILL tin.EMBEDMENT LENGTH f 1 1 I /� •' I f I \ •I •I I / 4 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED AN WITH 12"« I 1 I I SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 2/13/2018 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH I1 I 4'C.I. SEPTIC SYS EM THAN 4 FEET 1/4in.dla.LAGSCAEW TRAP HOUSE BASED ANCHOR WITH 2in.EMBEDMENT LENGTH — — • FLUMIjING SCHEMATIC SCALE: SEE PLAN TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2 TOGETHER WITH STA CONNECTED Na.B W000-SCREW AND EQUAL OR SMALLER tocTHER WITH STAINLESS srEEL OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH roc SCALE: NTS THAN 6 FEEL AND NUTS 0 2.0"O.c 2in.EMBEDMENT LENGTH No.10 WOODSCREWS TYPICAL MULTIPLE OPENINGS BASED.EMBEDMANCHOR NTLEN r« SHEET NO: PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER BASE d a.ANCHOR WITH OF N Eiv r Q BASED ANCHOR WITH 16"« THAN 8 FEET bn•EMBEDMENT LENGTH DE£ O WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL •1 AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) `P� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (j 417!4 W AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO TIM L+ W 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 COVER. 0 2'5 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ESS O 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 ENDWALL CRIPPLE STUD e BOTTOM PLATE HEADER RIDGE LEDGER BATHTUB IM DEERKOSKI PE DOUBLE JOIST phone: (631) 298-7116 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER I DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION P.AFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 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 LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 i8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST r ^ VENTS SELECTED AND 0!� _'*�< LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) RAFTERS MAINTAIN • '• • • '• , ,• • '• • VENTILATION WOOD JOIST O FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC r 2x4 SOFFIT JOIST AND ALL WNDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF +/4 INCH IN DIMENSION. i INSTALL 4'O" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-i/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x ,8ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND . INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� ' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS � � r / 1 2ND. FLOOR WALL i RAFTER WOOD JOIST TOP PLATE GIRDER/HEADER q; 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'O" O.C. f �\ 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'O" O.C. RAFTER TO PILATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. 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 O TERMITE SHIELD V2e� I *- SILL GASKETSLAB ' //-- ♦ TYP. CONC. FOUNDATION ( n 60MIL. POLY ''♦♦ DAMPPROOF EXTERIOR GRANULAR FILL • V� 1 EMIL POLY ON EXTERIOR V• ♦,Q ♦♦ r • V 'o STEEL COLUMN ° % CONC. SLAB I '� c• r v ANCHOR BOLT EMBEDMENT: e•° ( A �'o POURED CONCRETE: 7" .s 'v r . COMPACT FILL t° r BLOCK WALL: 15" ♦♦ • • • O . • KEYWAY FOOTING ■ p C c • , l�'a �-A CONC. FTG. •p Q•p It.. • O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) ♦ Q REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL PA E R FOUN DATI N TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36° OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC SUB FLOOR CONC. SLAB HY DOOR FRAME 6X6 10/10 WWM GARAGE o--JOIST DRAWN BY: JD COMPACT FILL I DOOR I USE 2X8 STEEL BEAM �"♦ FOR BLOCKOUT 4" SLAB • ,• •• P.T. PLATE r ♦ W/ 6X6 WMM \ SLOPE / 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 2/13/2018 • ;a ♦. < 1 • (WITH A NAILING PLATE IF NEEDED) 2 1' ••• �•p " • • •• TO BE APROX. 1/2" OR HIGHER THAN '' + ♦ •• STEEL BEAM TO ALLOW FOR SHRINKAGE c __Q_j__�_ __ S't".Q ♦ O °' O •• . •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GR DE . . . c�'O : O •� st.p 6X6 W.W.M. — A d �• —E • =�i1 • • •. 12. ° �° a a o ■ •O SCALE: SEE PLAN MIN���c.L�• '• A'e A.• ^. •• ��` • • w•° I — I �SOUBTLOOR •' D REINFORCING BAR .D 3s REINFORCING BAR �• :a o••••■ •° • II—II ,1 DRAIN TILT If-►If—►If �I ,• • (\• O !O • _ STEEL BEAM 12" �• •� �•_ PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • •• SHEET NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT NE�,Y r O k. %"r6 •`j- 70r f'y RoF�s N 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 10d common nails required QTY. SPACING SEE PLANS) 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 ( JIM DEE RKOSKI, PE TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).R Lateral framing and s ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH phone: (631) 298-7116 intent and framing details.They are intended az a construction aid,not a substitute Lateral framing and shear wall connections for raker,ceiling or truss to top plate shall be in 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-gd 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 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) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) OTHER THAN SLEEPING (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS( ) 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 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 (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 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 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE PP C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O. FIRE PROTECTION ym-: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 16"O.C. FACE 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 HHEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS) is 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON !PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO IPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate FLOOR 101ST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 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).INTERIOR SHEARWALL CONNECTIONS: 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. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO W 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 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 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500 s.L.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 rakers shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 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 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM JOIST NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMONEACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq,ft,of area. NOTES JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3.16d COMMO 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 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. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connector anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. v ' FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 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 Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAILNAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS• Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: O 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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted.all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. whereneeded. NOTE:2 FOR PANEL FIELD O g GYPSUM Sd COOLERS 7" O.C.EDGE Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD I 1 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d 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 wallNOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING Q 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Sd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB bd COMMON3"0.C.EDGE be used. Q 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 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. WALLBOARD Sd COOLERS 10"O.0.FIELD on plans. 3.For exterior panel siding,galvinized 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. ) P g•g other access openings unless otherwise noted(typical). FLOOR SHEATHING: 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. provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AC 8).Dormers running up roof rafters are to be supported by double rafters on either side P eq 8 P P Verify QTY. SPACING Q• state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 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) 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 requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. /� equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY. �D 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 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 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. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 2/13/2018 /i1 /201 p C7 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, 1 over subfioor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 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. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR SHEET N O. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).for the fireblocking of chimneys and fireplaces,refer to Section R1001.I6.N.Y.S.Residential Code. 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. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' NE(,I, DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE y0 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N �� r ' � - m I rJpm- u '04 0 R��ES