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Home My WebLink About39189-Z1tyar.._a.-=Gr Fat Town of Southold 4/6/2015 P.O. Box 1179 53095 Main Rd 4 �♦ Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37492 Date: 4/3/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 55 Skunk Ln, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 85.-3-2.1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this office dated 9/3/2014 pursuant to which Building Permit No. 39189 dated 9/16/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Skunk and Main LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39189 03-27-2015 A o ed ignature TOWN OF SOUTHOLD " gtlFFOL j 'A r y`�aF BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a W. ' 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 #: 39189 Date: 9/16/2014 Permission is hereby granted to: Skunk and Main LLC 1000 Bridge Ln Cutchoaue. NY 11935 To: Alterations to an existing single family dwelling in an existing single family dwelling with retail store building. At premises located at: 55 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot # 85.-3-2.1 Pursuant to application dated To expire on 3/17/2016. Fees: 9/3/2014 and approved by the Building Inspector. CO - COMMERCIAL COMMERCIAL ADDITION/ALTERATION $50.00 $730.00 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPI ION[`F SITE LOCATION Issued To: Skunk & Main LLC Address: 55 Skunk Lane City: Cutchogue St: New York Zip: 11935 Building Permit #: 39189 Section: 85 Block: 3 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electric Tec. Inc License No: 4814 -ME 011 t Ur- 1 AIL, Office Use Only Residential X Indoor X Basement Commerical Outdoor X 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only Pool X Hot Tub X Garage Service 1 ph Heat BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPI ION[`F SITE LOCATION Issued To: Skunk & Main LLC Address: 55 Skunk Lane City: Cutchogue St: New York Zip: 11935 Building Permit #: 39189 Section: 85 Block: 3 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electric Tec. Inc License No: 4814 -ME 011 t Ur- 1 AIL, Office Use Only Residential X Indoor X Basement Commerical Outdoor X 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only Pool X Hot Tub X Garage Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors 1 Sub Panel 60A A/C Blower 1 Range Recpt 1-40) Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt1-30 Emergency Fixture Time Clocks 1 Disconnect Switches 17 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2- Arc Fault Circuit Breakers, 1- Exhaust Fan Notes: C Inspector Signature: µ - - Date: March 27, 2015 Electrical 81 Compliance Form.xls Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Date. I _3 0 --2-0 ) �- Old or Pre-existing Building: iC (check one) Location of Property: 5-5- stun),- Ce 0 g j Q House No. Street Hamle Owner or Owners of Property: ,e,, e, �Q V 1 e e i i -e Suffolk County Tax Map No 1000, Section Block 3 Lot 2 Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Request for: Temporary Certificate Fee Submitted: $ Filed Map. Applicant: Underwriters Approval: Lot: Final Certificate: (check one) Applicant Signature tall rc4- rho��,o uryo� qn�L • TOWN OF SOUTHOLD BUILDING DPT. b� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: � 4-A�- �� o�y�OF SObj�olo ��DUNiY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Z DATION 1 ST [ ] ROUGH PLUMBING DATION 2ND [ ] INSULATION NG / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: `7 _ ', DATE Q '3� � INSPECTOR �j OF SOUTyo� UNf`hljq� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] DE VIOLATION [ ] CAULKING REMARKS: DATE -ILI/ INSPECTORS` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ) ROUGH PLUMBING [ ) INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION I 1 Flee Rmsranr PENETRATION �ELEC7RICAL (FINAL) [ ]CAULKING DATE 2� t � INSPECTORS ""7 ` u 37 % 8 pf SOUI'yo N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ RFMARKc• ROUGH MBING ] 1 CATION FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE �`� � u INSPECTO JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: November 13, 2014 To: Town of Southold Building Dept Re: Insulation Inspection Skunk+ Main LLC Skunk La. Cutchogue, NY Permit#39189 To Whom It May Concern: This letter certifies that the insulation installed at the above mentioned property was done properly and meets all state and local codes. Any questions feel free to call. P.E. FIELD INSPE 4N R.BPi FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FiNG & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL n ------ - - - - - ------ ------- ----- ----------- yh�� • l' yh�� • l' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Examined , 20 Approved 20 �1l Disapproved a/c i —3 2014 Expiration , 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date ®T 3 a , 20 14 - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Ll (2 (Signature of applicant or name, if a corporation) t�e-�A, 63t-gbs- 1q4� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises V,0.A�e r -,e- TC t' Cdv�Q (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. Location of land on which proposed work will be done: 55- SY-v.r-,k 2 C��c�� v P House Number Street Hamlet County Tax Map No. 1000 Section s Block Lot •N.. N.. �c w t:+t..a Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1 b. Intended use and occupancy r\ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 2-0 , (-)oo 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. i -o �-e s 7. Dimensions of existing structures, if any: Front Height Number of Stories, Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO�< 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises k,-V�-u -,re Qe t cP �"ddress S S S y- (-Ac ,.Rhone No. Name of Architect er`c,..ner - )Onr, CocAor\ Address l-lsS S, s�Mc.�,cRhoneNo -715c) Name of Contractor�-NL-C%c- p c -.r, 3 Address �� Phone No. 631--76-7- o 7; 12 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 MAYBE 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 ) f-\ \ C\(\ C- v \ rAC-,\ C being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A " Z -r-" fi I.J(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; and that the work will be performed in the manner set forth in the application filed therewith. re me thl day of 20 / Notary'*{Pl}jaFj�, *_ ft1eofN wYWk Signature o pp i t riiuc f N& 01006200M `• � Qr�YAii>r>�CoYoq I O SUFFQ Scott A. Russell Y00 SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 lot 65T0IKIM[WA IEIE, MA\INAG 1EM1ENT 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) I90ES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) ! A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 10.0 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 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 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) NAME \C��2 ��- (N 4 � �_W'' Contactlnforrnatiort Mkpl m Numbed Property Address Location of Construction Work: &_ 1 .. iir► ./rte► FORM A SMCP - TOS MAY 2014 S.C_T.M. ": 1000 Date District 1165 -Z'\ g -3 Q_Z o Of Section Block Lot ****FOR BUILDING DEPARTI`IENT USE O,NIL Reviewed By: 34 OJEW Date — j Approved for processing Building Permit. _ _ Stormwater Management Control Plan Not Required. ❑Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 7965-1802 roger.richerttown soutnoQd.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G � bcy 1� Date: Company Name: E) 2C ` p_� fin. , Name: - License No.: Address: ' Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: "Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 1000 . Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle Ail That Apply) *Is job ready for inspection: ES NO *Do- you need a Temp Certificate: YES /(NO Lot: ..Rno plc )-F =Rough Final Temp Information (If. needed) *Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information, PAYMENT DUE WITH APPLICATION C) 82 -Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 March 30, 2015 Skunk and Main LLC 1000 Bridge Lane Cutchogue NY 11935 SO�jyo� �y�OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 55 Skunk lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 795-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39189 - Alterations Telephone (631) 765-1802 Fax (631) 765-9502 i1D STAINLESS SIZED OR GAL DR GALVANIZED WOOD SCREWS W/ WASHERS 0 I G.C. I1YOC Luo DFD2--I STUDS M STAINLESS STEEL OR GALVANIZED — WOOD SCR[WS W/ WAS/ERs Dl lr cc 1(Y ARA RATED SHEATHING —GIUDE PLYWOOD (ALTERNATIVIVE: 1� � I WINDOW SILL USP NUMBERI DESCRIPTION APPLICATION 1 i ii i l ile APPLY TO EACH JACK STUD 11 i1 lj'Ij1/ nnNi_ nn L, 1 IfillI II1 l i I I I1YOC Luo DFD2--I STUDS M STAINLESS STEEL OR GALVANIZED — WOOD SCR[WS W/ WAS/ERs Dl lr cc 1(Y ARA RATED SHEATHING —GIUDE PLYWOOD (ALTERNATIVIVE: 1� � I WINDOW SILL USP NUMBERI DESCRIPTION APPLICATION %LL OPENINGS LSTA12 nHinn I I APPLY TO EACH JACK STUD kLL OIPENINGS �� TG nnNi_ nn L, 1 i � I WINDOW SILL MULTIPLE ILYW WR AS9EMPL74 2.2%4 OFR2 STUDS LON/ECTED TOGETHER WITH STAINLESS STEEL OR GALVDIm DOLTS W/ WASHERS AND IMS • r -r 4.G 51r ARA PLYWDDD SHEAT"M D1STAINLESS OW GALVANMQ WOOD SCREWS W1 WASHERS. 1r ac I-- VZ' TED SHEATHING GRADE PLYWOOD (ALTERWATTME. 7116• U,S.D.) VVIINILJ-CaVr\IVI_ L/LLUr\1..7 rr\V 1 L-%- 11VIV 1 %a IN VYLJIJLIFO I r\VV I vuxr,%L. r P►1YL.L. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBIRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 160!.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 CIT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. KING STUDS CRIPPLE STUD HEADER JACK STUDS LOOATION USP NUMBERI DESCRIPTION APPLICATION %LL OPENINGS LSTA12 nHinn I I APPLY TO EACH JACK STUD kLL OIPENINGS �� TG nnNi_ nn L, 1 i �I RN �� C.■� ��ril•�.J�■. �i MULTIPLE ILYW WR AS9EMPL74 2.2%4 OFR2 STUDS LON/ECTED TOGETHER WITH STAINLESS STEEL OR GALVDIm DOLTS W/ WASHERS AND IMS • r -r 4.G 51r ARA PLYWDDD SHEAT"M D1STAINLESS OW GALVANMQ WOOD SCREWS W1 WASHERS. 1r ac I-- VZ' TED SHEATHING GRADE PLYWOOD (ALTERWATTME. 7116• U,S.D.) VVIINILJ-CaVr\IVI_ L/LLUr\1..7 rr\V 1 L-%- 11VIV 1 %a IN VYLJIJLIFO I r\VV I vuxr,%L. r P►1YL.L. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBIRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 160!.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 CIT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. KING STUDS CRIPPLE STUD HEADER JACK STUDS LOOATION USP NUMBERI DESCRIPTION APPLICATION %LL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD kLL OIPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUC TRAP PLUMBING SCHEMATIC N.T.S. TO APROVED SEPTIC SYSTEM OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY , O m O O O N CX14 CX14 CX14 CX14 1W2032 LIVING ROOM II II cid tib 6�=� ,-► KITCHEN ALTERED BEDROOIM EX. HALL O EX. BATH E TW2632 1 1 1 E 1 1 1 1 1 1 --------------------------------------------------- 2ND. FLOOR PLAN SCALE: 1/4" = 11-011 EX. DECK 1 1 1 1 ----------------------------------------- 1 1 E 1 1 ; 1 1 1 ,OFFICE E E E G 1 I 1 1 1 1 J EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = 11-011 1. REPLACE EXISTING WINDOWS ANDERSEN 400 SERIES, HIGH PERFOMANCE. 2. NEW KITCHEN TO BE INSTALLED. 3. EXISTING ROOMS TO BE RE -PAINTED. REPLACE DOORS AS REQUIRED. 4. INSTALL SMOKE AND CO DETECTORS PER CODE. EX. ATTIC LIGHT STORAGE ONLY F F �v .: M C H Design Services www.mchdesicinservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com PLUw1BER CERTIFICATIC -_)N LEAD CONTENT BEFO F.RTIFICATE OF OCCUPA COLDER USED IN WATE SUPPLY SYSTEM CANN( EXCEED 2/10 OF 1% LEA PLUMBING ALL PLUMBING WASTE 8, ATER Lii�iES NEED TES`►14, 0 E F-1:0— E COVERTNGI TAIN STORM WATER RUNOFF RSUANT TO CHAPTER 236 THE TOWN CODE. V) C/1 W V, z Z i� H [� W LLJ A O A x W O C) C6 W V �—� z F-'DDDi r� V J W DRAWN BY: MH 8/19/2014 SCALE: 1/4" = 11-011 SHEET NO: J IE ICY T GENEfRAL NOTESWIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 1). The information within this set of construction documents is related to basic design 2). RAFTER -TO -WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in 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 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 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 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 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 accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 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 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt 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, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. 6). The Generall Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 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 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The Generall 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 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. 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate 1). The General' Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance 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 be installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 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 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as per 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. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 +BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 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. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvanized hangers and anchors where applicable to all connecting joists. PLUMBING NOTES 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PIL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building Contractor and owner for final review and approval. to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. NAILING SCHEDULE M01001 0 a :_kyl JOINT DESCRIPTION NAIL QTY. NAIL SPACING NOTES RAFTER TO 8' WALL: 3-8dl COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST 8' WALL: 3-8d1 COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER TO JOIST END NAIL WALL FRAMING: JOINT DESCRIPTION QTY NAIL SPACING NOTES TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE SILL, TOP PLATE OR GIRDER FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS TO JOIST EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD TO JOIST O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER SILL OR TOP PLATE ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: JOIST ON LEDGER I PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING BAND JOIST 3 -16d COMMON PER FLOOR FRAMING: JOINT DESCRIPTION Qom. NAIL SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER 6d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST WALLBOARD END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST ATTICS w/o STORAGE END NAIL BLOCKING TO: 3 -16d COMMON EACH TOE SILL OR TOP PLATE (LIVE LOADS PSF) BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM 40 JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM SEE CONSTRUCTION ANDWIND PATH CONNECTION JOIST NAIL BAND JOIST 3 -16d COMMON PER END TO JOIST EGRESS JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE I FOOT SEE NOTE: 1 ROOF SHEATHING: JOINT DESCRIPTION Qom, NAIL SPACING STRUCTURAL STRUCTURAL PANEL 8d AS PER TABLE 3.8 5d COOLERS 7"O.C. EDGE WFCM-SBC 6d COMMON CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL STRUCTURAL QTY. SPACING GYPSUM 5d COOLERS 7"O.C. EDGE WALLBOARD 6d COMMON 10" O.0 . FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL QTY. NAIL SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS 8d COMMON WFCM -SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD PRE5CRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE 6 O.C. FIELD GYPSUM 5d COOLERS 7"O.C. EDGE WALLBOARD HAZARDS 10" O.0 . FIELD FI OOR SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING= USE QTY. SPACING STRUCTURAL PANELS 8d COMMON 6"O.C. EDGE 1" OR LESS SNOW 12"O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of naills shall be permitted to be reduced tot - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION WIND SEISMIC BUILDING= USE FROST 8d COMMON @ 6" O.C. BUILDING HEIGHT WINTER ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA PRE5CRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TERMITE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES HAZARDS EXT. BALCONIES 60 CATEGORY DECKS 40 ATTICS w/o STORAGE 10 REQUIRED ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 11 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.. FIRE PROTECTION SEE FLOOR PLANS (SMOKE t CO2 DETECTORS) TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS I RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C.1 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 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. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing 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 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FIREBLOCKING REQUIRED 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. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. www.mchdesianservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com Z O IN O A a Z H O En 117;7e\TiT1►I3'MUM 8/17/2014 SCALE: 1/4" = V-0111 SHEET NO: