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Home My WebLink About45108-Z l�w4 Town of Southold 7/13/2022 o P.O.Box 1179 o • 53095 Main Rd .y�o ao�Ss' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43246 Date: 7/13/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 710 Paradise Shore Rd., Southold SCTM#: 473889 Sec/Block/Lot: 79.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application,for Building Permit heretofore filed in this office dated 1/6/2012 pursuant to which Building Permit No. 45108 dated 8/14/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck,to existing singlefamily dwelling as applied for. The certificate is issued to Gordon, Shaike&Mary Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37066 2/5/2013 PLUMBERS CERTIFICATION DATED 7/5/2022 13Sha Gordon rite gnature y� TOWN OF SOUTHOLD offal BUILDING DEPARTMENT cz Ca TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS F-6J COMPLETION OF THE WORK AUTHORIZED) Permit#- 45108 Date: 8/14/2020 Per ion is hereby granted to: Gordon, Shaike 3 DruryLn Port Washington, NY 11050 To: C struct dditions & alteration an existing dwelling as applied for. Replaces BP# 3700 At premises located at: 710 Paradise Shore Rd., Southold SCTM #473889 Sec/Block/Lot# 79.-5-2 Pursuant to application dated 8/14/2020 and approved by the Building Inspector. To expire on 2/13/2022. Fees: PERMIT RENEWAL $427.80 Total: $427.80 Building Inspector �guFFna� TOWN OF SOUTHOLD tiro c��y : BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY 0 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#: 37006 Date: 2/23/2012 Permission is hereby granted to: Gordon, Shaike & Gordon, Mary Ann 3 Drury Ln Port Washington, NY 11050 To: construct additions & alterations to an existing dwelling as applied for At premises located at: 710 Paradise Shore Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-5-2 Pursuant to application dated 1/27/2012 and approved by the Building Inspector. To expire on 8/24/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $744.00 CO -ADDITION TO DWELLING $50.00 Total: $794.00 3 7a,. So. Yzz,oo Building Inspector i Form No.6 TOWN OF SOUTHOLD „n BUILDING DEPARTMENT TOWN HALL n � 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:',' t 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic 1 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. New Construction: AD��1ON7 Old or Pre-existing Building; (check one) Location of Property: 710 Paradise Shores Road..,, _Southold _ House No. Street Hamlet Owner or Owners of Property: Maryanne Gordon Suffolk County Tax Map No 1000, Section 79 Block 05 Lot 02 Subdivision . REYDON SHORES "' Filed;Map:"r Lot: 44 Permit No. Date of Permit. Applicant: Wre- 9 AN t4 Ce 0r—P O N Health Dept. Approval: UnderwritersfApproval: Planning Board Approval: _ , Request for: Temporary Certificate Final Certificate:'-,_,," (check one) Fee Submitted: $ �j U - c v A hcant Signature Town Hall Annex o��SSFFOI,�co �� Gy Telephone(631) 765-1802 54375 Main Road c Fax(631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 y?j�! �.a�! roger.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mary Ann Gordon Address: 710 Paradise Shore Rd City:Southold St: NY Zip: 11971 Building Permit#: 37006 Section: 79 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built 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 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph 100a Heat Duplec Recpt 12 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 1 Main Panel 100a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 000a Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 100a overhead service, 2-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: Feb 5 2013 Electrical Certificate.xls pF SOUl�,ol � o Town Hall Annexg Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G�D Southold,NY 11971-0959 a� I� `yIOUNTY,�� JUL, BUILDING DEPARTMENT TOWNUDISO�EOLO TOWN OF SOUTHOLD CERTIFICATION Date: �— Building Permit No. Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. 1 (Plumbers Signahare) Sworn to before me this day of 20,�)A , W/Y- Z Notary Pub lc, N County LYNN J MOESSNER Notary Public,State of New York No.01 M04970982 Qualified in Nassau County My Commission Expires 8/20/20 OF SO�r�olo Comm TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. p< FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: o f DATE INSPECTOR ✓G ,3-70 • �o o�ycoU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ IF UNDATION 2ND [ ] INSULATION P FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��- ��< c DATE INSPECTOR / OF SO�jyolo c0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALJROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PL=�r � Irl � G DATE �` INSPECTOR fif s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS � _ .... - 'p DATE "`''' ' _:WVSPECTOR !�, a s` _ ��t% OF SO(/lyO� ' cp COUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '. [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) kLELECTRICAL (FINAL) REMARKS: DATE INSPECTORS SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/RO PLBG. [ ] FOUNDATION 2ND [ ATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l d�iID2-� L P� J 4 DATE INSPECTOR oo�aOE SOUT,yO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] "FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION`2ND [ "] "1 ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �Dl&i ]/.�, ooe- DATE INSPECTOR 7/5/22, 1:05 PM AOL Mail-Message View Utility cover From: Shaike Gordon<sgordon794@aol.com> To: sgordon794@aol.com ® IL I/ Date: Tue,Jul 5,2022 1:05 pm Q IMG Ki3UILDI l OWN OF Sp�PTf Sent from my Phone 2 Attached Images 1 Q ; roti t t �iv.l�J /� Pic 1 �rd /,-JAL AlSPZ-l ! o ,1-1 JHd" L-U ZE'p To 3 DRV R;;,' Loovj-p-- 2— C-C- https://mail.aol.com/webmail-std/en-us/basic# 5 � GaC([J� 1/1 1' 1 1 0 • � • 1 1. SI.. iw- WER IMF ROUGH •PLUMING INSUL ATION PER N.Y. STATE ENERGY • / m f �Kf1bIll G.L. 1►/li �` ,fidwz,OR 11 ? ,M .� . ,4�A ADDITIbNAt C6MM#rS jip�, ',' �/ r� TOWN OF SOUTHOLD L. BUILDING PERMIT APPLICATION CHECKLIST BUIL•DING,DEPARTMENT `i -• D'o 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 approv FAX: (631) 765-9502 �/ Survey SoutholdTown.NorthFork.net PERMIT NO. 2 G�� Check Septic Form N.Y.S.D.E.C. Trustees Flood Perm' Examined 20� Storm-Wa r Assessment Form - Contact: \\ Approved �- a'� 20 .! Mail to: V%644A 4 Disapproved a/c 'j 00- L• Pte- W,%4l/�CjTbr�� Phone: Expiration 20 \-�tM41mg Inspector APPLICATION FOR BUILDING PERMIT Date J (p _, 2M- INSTRUCTIONS 20 -INSTRUCTIONS a. This application MUST be completely filled in by Typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized,has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (SignatA6 of applicant or name,if a corporation) Pat" (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of:preses Maryanne Gordon \ (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 140- irn Other Trade's License No. YmA on1 1401,51 -H 1. Location of land on which proposed work will be done: 710 Paradise Shores Road tSouthold z House Number Street Hamlet AllJ r County Tax Map No. 1000 Section 79 Block 05 Lot 02 Subdivision REYDON SHORES Filed Map No. Lot 44 2. State existing use and occupancy of premises and intended use,and occupancy of proposed construction: a. Existing use and occupancy ONE FAMILY DETACHED DWELLING b. Intended use and occupancy ONE FAMILY DETACHED DWELLING 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 54,0 Q�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor I If garage, number of cars QA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 24' Rear 24' Depth 34'-4" Height 16'-8" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 40' Rear 40' Depth 38'-4" Height 16'-8" - Number of Stories 1 8. Dimensions of entire new construction: Front NL14 Rear Depth Height Number of Stories 9. Size of lot: Front 75' Rear 75' Depth 131.5' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X �(J 0 14.Names of Owner of premises Maryanne GordonAddress IV �4�O- ' Phone P.O. BOX 797 Name of ENGINEER LUIGI PASCARELLA. P.E.. PLLC Address D E E R P A R K N Y 1 1 7 2 Phone No(6 3 1 ) 421 -3734 Name of Contractor R IZzo 1-' CoN51iuc'f1o0 truc Address AVE Phone No.t'5)0 5-37-7,533 Cbrn oAi7 NY i!oo3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X I" ` * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b..Is this property within 300 feet of a tidal wetland? * YES NO "1t * 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 4>1 being duly sworn, deposes and says that(s)he is the applicant (Namq of individual signing contract)above named, (S)He is the (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. Sworn to before me this O ZIO BELLOFATTO sta Public-State of New York, otary Public No.01 BE6101256 y Si ture_of Applicant Qualified In Nassau County My Commission Expires Nov.10,2 415 fi t o��oF so�ryo! Town Hall Annex Telephone(631)765-1802 54375 Main Road y ,aaxx(631)76585QQ, P.O.Box 1179 G Q roger.rlchert,own.southo[ nV us i Southold,NY 11971-0959 BUa DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: ( Address: i Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: PAR AN *Address: Cross Street: *Phone No.: I Permit No.: ' p (P Tax-Map District: 1000 Section: -7 q . Block: _ _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) o �t / ®)C –0 0 — SC�lk V-r C (Please Circle All That Apply) Is Job ready for inspection: (:Y:ES! O. Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *'New Service: Re-connect" Underground Number of Meters Change of Service Overhead s Additional Information: PAYMENT DUE WITH APPLICATION 4,2-0 82-E2equest for lnspecdon Form I ��C r - . d� k Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S C.T.N.uh THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A '1 ilk1000 79 05 02 STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN �s'v tt' -a-e-cru—n -ESE11— Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE-STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUMON ITEM# / WORKASSFSSNIENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within � Will this Project Retain A11 Storm-Water Run-Off 9862.5 SF Generated by a Two(2)Inch Rainfall on Site? the Scope of Work for Proposed Construction) r' (S.F.r saes) clearing will include all run-off created by site - b. What is the Total Area of load Clearing clearing andfor construction activities as well as all and/or Ground Disturbance forthe proposed 550 SF Site Improvements and the permanent creation of construction activity? (9.F./Aaes) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE-BRIEF PROJELT DFSCRIPITON Drainage Structures Indicating Size&location?This Item shall include all Proposed Grade Changes and Addition to north left side of the existing house Slopes Controlling Surface Water Flow. (16'-0")for new master bedroom and closets.4'-0" 3 Does the Site Plan and/or Survey describe the erosion addition to the rear east side of the existing residence and sediment control practices that will be used to — to increase the kitchen and bedroom. Existing 2 cowl site.erosion and storm water discharges. This 9 item must be maintained throughout the Entire bedroom dwelling to remain a 2 bedroom dwelling. Construction Period. 4 Wil this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 200 CubIcYWds of Material within any Parcel? 5 Will this Appticatfon Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ❑ (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the `I Site? Is this Project within the Trustees jurfsdiction General DEC SWPPP Reauiremeots: or within One Hundred(1001 feet of a Wetland or Submission of a SWPPP is requued for all Consbuction activities(wd&g sort Beach? disturbances of one(1)or more acs;including distarbanoes of kiss than one acre that 7 Will there be Site preparation on Existing Grade Slopes / are part of a larger common plan that w11 ultimately disturb one or more saes of Land; —✓ Including Construction acti villes involving soil disturbances of less than one(1)acre where which Exceed 109)Fifteo Ho feet al Vertical ? to the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance? F-1 (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious D / for Storm Water Discharges from Construction actift-Permit No.GP-010-001.] Surfaces be Sloped to Direct Storm-Water Run-Off V/ 1.The SWPPP shalt be prepared prior to the submittal of the Not.The NOl shall be submitted to the Department pdorto the corrmnencement of crostruclior activity. tato and/or in the direction of a Town right-ot moray? 2.The SWPPP shag describe the erosion and sediment control practices and Mete -9_Will this Project Require the Placement of Material, required,postcansimction storm water management pracd bas that will be used and/or Removal of Vegetation and/or the Construction of any X constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder — compliance with the terms and conciltions of this permlL In addition,the SWPPP shag Area?(Rda icor mora NOTlndude the ft=MM s«.ofDifv yAPrWMJ_ Identify potential sources of pollution which may reasonably be expected to aRect the NOTE. M Ansmrrerjto Questions one h Nine is Answered with a Check Mark quality of storm water discharges Any Wrou9 3.Ad SWPPPs that require the post-construction storm water management practice in a Born and the construction site disturbance is between k000 S.F.&1 Acm In area, component shall be prepared by a qualtited Design Professional Licensed In New York j a Stwm lAiater,Grading,Drainage&Erosion Gonial Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management [ Southold and NustbeSabmllted for Review Prtorto Issuance of Any Building Permit (NOTE: ACheckMark(J)and/orAnswerforeachQuesikm is Required for E.Ccaviete Appliamson) S i STATE OF NEW YORK, COUNTY OF.........!v eta a a t1.................SS r ^� That I,...............tY 1^ Y r X 0;1 .............be' duly sworn,+deposes .. _.._.............................. being depo�and says that he/she is the applicant for Permit; erne of krdroisbual signing Document) And that he/she is the ...................0.w h'2✓. r ... ................................................. (Owns,Contrmc6or,Agent.Corporate officer.etc.) Owner and/or representative of the 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 trueito the best of his knowledge acid belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .l^l --....................L............,. .day of...,1. . Laa:V.................,20.1 L Notary Public_,��....... :•�11R0041lsi LOFATTO ..... ........... . ......................................... (signature of Applicant) FORM - 06/10 No.01BE6101256 Qualified In Nassau County My Commission Expires Nov.10,'2015 SUFFOLK COUNTY DEPARTMENT (_ .% 4 OF CONSUMER AFFAIRS {' ` HOMEIMPROVEMENT CONTRACTOR ;. -xs aLICENSE VINCENT RI7ZOTTI JR ! This certifies that the IaR OT n CONSTRUCTION INC bearer is duly licensed by the County of Suffolk `49639-H Clifford Coleman 01/17/2012 °'�" I Ea'11AIMOME 01/01/2014 I Suffolk County Department of Consumer Affairs 'e VETERANS MEMORIAL HIGHWAY HAUPPAUGE' NEW YORK 11788 DATE ISSUED: 1/17/2012 No. 49639-H SUFFOLK COUNTY `,,�;; Lorne Improvement Contractor License ;.;�` This is to certify that VINCENT RIZZOTTI JR z ii doing business as RIZZOTTI CONSTRUCTION INC A having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. License Category NOT VAL ID WITHOUT Additional Businesses Carpentry Sheet Rock/Spackling DEPARTMENTAL SEAL AND A CURRENT RRENT Windows and Siding' CONSUMER.AFFAIRS ID CARD.., Director x MIA New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8,CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone:(631)7564000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^"^^^ 113467497 RIZZOTTI CONSTRUCTION INC 1985 JACKSON AVE ELMONT NY 11003 POLICYHOLDER CERTIFICATE HOLDER RIZZOTTI CONSTRUCTION INC GORDAN RESIDENCE 1985 JACKSON AVE 710 PARADISE SHORES ROAD ELMONT NY 11003 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H 2148 296-3 859409 06/08/2011 TO 06/08/2012 1/17/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2148 296-3 UNTIL 06/08/2012, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2012 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. RIZZOTTI CONSTRUCTION INC VINCENT RIZZOTTI SR-PRESIDENT& VINCENT RIZZOTTI JR VICE PRIES TWO PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/lwww.nysif.com/certtcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:291188539 U-26.3 01/19/2012 15:06 1636986091 COTTEN COVERAGE INSU PAGE 01/01 �►�6 CERTIFICATE OF LIABILITY INSURANCE D0 01/1 /DOJ9 2011 22 1 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY ON NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREFI(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the Certificate holder Is an ADDITIONAL INSURED,the policypes)must be endorsed- If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain polleles may require an endorsement. A statement on this certificate does not Confer rights to the Certificate holder in lieu of such Endorsement("). CONTACT PRODUCER NAME: Cotten Coverage Insurance Agency,Inc. PHONE F.RtJi_631 698-477P 1+P�- C 530 Horseblock Road E-MAIL ADDRIS�S:P. 0. BOX 557 IN9URER(5)AFFORD COVERAGE NAIC a Farmingville, NY 11738 INSURER A.-Klnastone Insurance Company 10000 INSURED RlZzotti Construction,Inc INSURER B: 1885 Jackson Avenue INSURER C., Elmont,NY 11003 INSURER D: — INSURP,R E: iN3U l31 F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 6 T CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDINQ ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSUMANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUC14 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, AIDUL DUBR POLCT M LIMIS rA NUMBER M D TYPEOFIN3UpANCE �poL GENERAL LIAILITY CP5003187 06/10/11 06/10/12 ODGURRENCE 1.000 00 C _ COMMERCIAL GENERAL LIABILITY ISFB(Egeneo S - CLAIMB•MADE D OCCUR MED EXP An ono raon A _ PERSONAL A ADV INJURY 'S • 1.00.,0.,000 GENERAL AGGREGATE _ S 2.000 OOD GEML AGGREGATE LIMfT APPLIES PER: PRODUCTS•COMP/OP AGO fl 2,C10o.00Q- E POLICY lmo- CO 200101/1 NGLE LIM $ AUTOMOBILE UABRJTY ' BODILY INJURY(Por pmmm) S A ALL OWNED AUTO$SCHEDULED BODILY URA(Per ncvldent) NY AUTO - A AIJTDB A11T06 OPERTVDA GE g NON-DWNED sp� cidony MIRED AUTOS q AUTOS g UMBRELLA LIAR OCCUR EACH OCCURRENCE_ FACE§LIAR CLAIMS-MACE AQORFOATC _ A DED RETEN WC 9 14- TATU- 0T WORKERS COMPENSATION LiY UMI. -AND EMPLOWAS,UABILnV Y N E.L.EACH ACCIDENT S ANY PROPRIETOR/PARTNCRIEXr-CUTNE OFFICERIMEMPER FXOLUDE07 NIA A E.L.DISEASE-CA EMPLOYEE 0 (Mondatory In NM) If dmertbe under E.L.DISEASE-POLICY LIMIT A D 9 IPTION OF O TIONS aw OBIICRIPTNIN OF OPERATIONS I LOCATIONS I VENICLES tAttedr ACORD tot.Addilennt Ra,nerFs sch■dule;N more epnee le rettulred) CERTIFICATE HOLDER CANCELLATION Gordan Residence SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 710 Paradise Shores Road THE EXPIRATION DATE THEREOF, NOTICE WILL 9E DELIVERED 1N Southhold NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AVINOR�IZEDDR.EPRESENTATIVE ++ to ft. 4b 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r ti ss7 "fHE ®UIV'PY ®FAS 'AU Tuts �s THE ONLY NOTICE:` AL�_QuESTIOt SONTHE REVERsi si�� OFFICE OF COPtsUMEI�_AFFAIRS MtlST BE ANSVIERED 200_Goun Sea#Drive,Mineola,NY 71501 YOU 1NtL RECEIVE LICWSE RENEWAL APPLIAT� N Your present license expires on X 4 611. To insure prompt and efficient processing- of your renewal form, please return this notf ce vk the correct�fee(Certified Cheek:or Money Order), to this office no later than the twentieth 20 of ties month (. t; ) t}f�r� t 3 --O O J*.t - -i` � --JA -amu Yx LICENSE NO __;. ' s= TYPE OF LICEhiSE ''.. fEE :- 1. zy . -,Hy}f FOR DEPARTMENTUSEONLY f E't_ 't MT- ( DATE RECEIVED CHECKED BY - A tilE_V_�APPLiCATIOi�FORtdt WILE.B6 FtEQUIRED.iF Pv4f3Rc.TEIA3�-60_DAYS i.ATc. m q a \A, r; 'T J. SUFFOLK COUNTY DEPARTMENT OF CONSUMER AFFAIRS MASTER ELECTRICIAN NAM CHOLAS CALAMITA This certifies that the BUMS3NAME bearer is duly CAL ELECTRIC COMPANy licensed by the County of Suffolk `�'""""�" Dd.1—d Clifford Coleman 12/01/1972 149-ME o ' EXMAI=DATE 12/01/2013 • j STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1 To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use streetaddtess only) lb.Business Telephone Number of Insured WILLIAM CALAMITA DIBfA CAL ELECTRIC CO. 516-735-1529 la NYS unamploymant Insurance Employer Ragistration 34 SEITZ DRIVE Number of Insured BETHPAGE,NY 11714 0630434 Id.Federal Employer Identification Number of Insured or Social Security Number 542065771 2.Name and Address of the Entity requesting Proof of Coverage Se.Noma of Insurance Carrier (Entity being listed as the Certifigte Holder) The First Rehabilitation Lite Insurance TOWN OF SOUTHOLD Company of America 3b.Policy Number of Entity listed in boa*Is". 54375 ROUTE 25 DBL95040 P.O.BOX 1179 3c.Policy effective period: SOUTHOLD,NY 11971 01/1712012 to 01/16/2013 4.Pollcycovers: a.© All of the employer's employees eligible under the New York Disability Benefits Law L[:] Only the following class or classes of the employer's employees: Under penalty of perjury.l certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has NYS Disability Benefits insurance coverage as described above. Data Signed 1/23/2012 By U0,Af (Sigmatm of huu.mme arrisr's nulherized n prmenmdvs or NYS Lkwmd Insurmm ApM of tum imumm eaaW Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:irboz"W is enacted.and thus tone Is signal by the irn<wa eaMses suamind mprssmudve or NYS LI=med Imteramo Agma of that carTle,this tertilleete is COMPLETE Mail it diHetly to the eanifkM hohler. Irbox W is dtudted.this codfi stto is NOT COMPLETE for the ptaposes of Sation ZIA Subd.a of the Disehilily B®nerits I". it num be"tad for cerrplaton led%Warkm'a Cotnpmnation Bond,DB Plies Atsepwice unit.20 Park Stieft Altupy.NSI 1t20t. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board AMdlM b infonmdan mMirdakesd by the NYS Wwkeft Coopum t1an Bosh,the above mmad employer ha complied with the NYS DIUMlity Bsnartn Lewwhlh rerpattto all of h1afheremployees. Data Signed By (31linmum of NYS Workm's Cw pensatlon Bard Employee) Telephona Number Title Please Now Only insurance canners licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurer=Agents of those insurance carriers we authorized to Isms Farm D114211.Insurance brokers are NOT authorized to issue this form. OB-120,1(506� OP ID:MM CERTIFICATE OF(LIABILITY INSURANCE °��1o9123n223M2"'I' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMA71VELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. B SUBROGATION IS WAIVED,subject to the terms and conditions of the pollcy.certain policies may require an endorsement A statement on this Certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER 631-288-2221 WtOT BARSHAY AGENCY 639.289.7191 Px E No M5 HAWKINS AVE. SUITE 1 LAKE RONKONKOiK NY 11779 MICHAEL M.NEVOLA � ' rMURER "M IDrr:CALELEC INSU AFFORDING COVERACE INAIL wim WILLIAM CALAMITA A.MERCHANTS MUTUAL INS.CO. DBA:CAL ELECTRIC CO. INSURER 13- 34 SEITZ DRIVE WSURER C: BETHPAGE,NY 11714 INaUREao• INSURER E: — URF11 F-. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IUSRI TYPE OFeNIiWUICE PEE 09 PQMNMBER 1wpwM11Uj&MjUWTS GENERALUAoa.RYf I EACH OCCURRENCE 13 19000,00 A X COMM RCUIL GENERAL LIABILITY I WMW25 05110111 05110n2 P nelsEsE neo 5 600.00 CIANIS41ADE I OCCUR ; MED ExP(Any aria raon) Is 16,00 A X CONTRACTUAL PERSONAL s ADV INJURY I S INCLUD LIABILITY GENERAL AGGREGATE Is —2j=.001 GENL AGGREGATE LIMB APPLIES PER- PRODUCTS-COMPtOP AGG i $000,00 POLICY X m n Loc I Is AUFOMOBLLE LL42UTY COMBINED SINGLE LIWT S (Ea aoaasn) ANY AUTO BODILY INJURY(Por PMM) Is ALL OWNEDAUr05 BODILY INJURY(Pm aeetlert)I! SCHEDULED AUTOS PROPERTY DAMAGE S HIRED AUTOS (PO,HO° I NON-0YVNEO AUTOS I S —d UMBRELLALIASOCCUR l EACH OCCURRENCE S EXCESS LIAe HcLvms4vm AGGREGATE !$ DEDUCTIBLE I i 1014 Si woRt1ERSCOMPENSATION VTC STATU• O - AND EMPLOYERS'LIRBLLl" � � EXa DE Y❑IN NIA EL.EACH ACCIDENT S (Nwft"in NN) El DISEASE-EA EMPLOYEE S AS= dou„Eo.uiAer - OFOPERATIONS below El DISEASE-PgLcyuMIT I S eEsc PT=oFOPERA7=wLocx=Nst%%mCLES(AwwhACORDWt.Ao vwwRwbmbsftwwe n=nspitOlan ftm CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE N OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN 25 ACCORDANCE WITH THE POLICY PROVISIONS. P.O.BOX 1179 AUTHORIZED REpREgpNTAW SOUTHOLD,NY 11871 A � ®1988 2009 ACORD CORPORATION. All rights reserved. ACORD 2&(2009109) The ACORD name and logo are registered marks of ACORD STATE-Or'NMWTORI: %VORKEkg,-.cOMPEVSATION BOARD CtATIFICATE OP`NYS WOI2ICECRS''COMPENSATION INSURANCE COVERACt- _ Iw Legal-Name&Address:ofInsured(Use street address:ouly) :lb.Rosiness Telephone.Number-of insured S16-735-1529- WILLIAM CALAMITA,.DBA:CAL ELECTRICCO• t c_.NY.S-Unenijtfoyment Insurance Employer 34-SEITZ'DRIVE Registtution Numli¢r°ot Insuicd BETIiPAGE;NY-17714 06-30.43* 11'orkLacatiori ofilrisurcd.(Otrly'regrtiredijcovgMgeis,spcc fca14, W.Teilcral Lmployer Identirvitivn Niemlier of-Insured - liittited to certaia'locntions'itt Ncry I urk.Shite;i.a. a I riap•Up of-Social Security-:1N _umber Policv). 54=2065771 2:tante and Address iifthc GirtityRequesting'Proofof 3a. Name-of Insurance Cafrier Coverage'(Entiiy-Brink Listed as the.'CertifieWc Holl r) MERCHANTS MUTUAL INSURAN.E.CO. 31i..Policy Npmbcr-of entitp listed in boz=`rla" _ W[A6458593= 3c. Policy effective period TOWN.OFSOUTHQLD. 8/28120-11 81281.2012_' 54375 ROUTE-25 P.O.BOX 1174 _ 50UTFIOLD,,NY 11971 3d. The Proprietor,l'ifriners or'E3ecutiyc;Ofticers arc included. -(Onlycheckbwtfnllpartnerstoffieersinduded) i t>'1,'all excluded o'r.ecrtitiri purtners7ofl'ied exciuded.: - f i t This certifies that the"insurance carrier 5061eil above in box'�3" insuriS Clic business refire need above in.tiax"1 a'.' for wof_m! .coinpensation under theNe%York State Workers'-Compensation Law:(To use this form,Nets fork(N1)m ust-be listed tihdee Item'3A- on fiie]NFOR'IATION PAGE of the;w6rher"s'cainItensatinn Insuranee pokey):The Insurance'Carrieror its licensed agent-will send this-Certif cati!of Insurance°to the entity listed above-as the=certificatc:hol8ei in-box"2:'.. lite insurance-Carrier it-ill also note Jhe hoore ccrtifcdtelrolderariJJilit 1(1 ddb s IFn"poliig,is canceled drie to iionpay'nierifofpreiiriums or within 30 ddyiV firere are reasons other tlydn.iionpaynrent ofprendirms that cancel rho pol ice oreliminate7he insured jrdm the cauerage indicated on this Certlficiue. (771ese notices i#q¢esi iit b)-regular-riinil.}Other►rise,this Cert jeate is i%bti�%fnr a>ie��earajter fliisfoPrit it approt•ed by llie Insurame carrier or-its liceliseil dgeiil,.or unlil-the.policy eapiiaiMn dale 1/sled iii box°36",i4tich ver.is.edrlier. Please Note:-Uptin thc'ciinccilittion ofthe-worlmrs'-compensation policy indicated on.tbis.form. m if the eontinuestobe named on a perntit,'licensc oreontract issued-bya•certiticate holder,.the bissinessmustprovide that certificate.6oldekwith anew Certificate of Workers'Compensation:Coverake or-other•nuthorized proof.that the;pusinen is coinplying-with tlfc mandatory 'covtrase requirements of-the New York-State Workers'Co mpcnsatiotrLaw. Under penalty(if perjun,,I certifj•that I am an authorized iepiresch(dtiVe or'ficensed agent of:the insurance-carrier•referenced above'und tiiatthenamed insured has the coveragq:its,dcpietW on this;form. d - MICHAEL M.NEVOLA Approveby; =_ _ - ",Lint name autbotiz rep fit ive'or licensed agent of insurance carrier) ApPioved"bp; 1/2372012 tSi4natur4, (Date) t AGENT 631489-2221 ! Telt phone Namtier of anti5orized rep?esenCative or licensed Agent 6Pin'surance wrier: _ Please Note.Ohly instirance-carriers-acid their licensed agents are a6thbr-5ed to issrte facia°C-1(15.2.Insurance brokers are N07' ' atiiliorized io Issue it. f i 6105-.-2(9=07:). wi�nv:itcti:§tate:nc�tis. ; t t '400�%ASMM kM Suffolk County Executives Offic {: e of Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1178.8 DATE ISSUED: 5/11/2006 No. 40257-H Ism Home Improvement Contractor License This is to ceit'fv that DARIUSZ MROCz OWSKI x. doing business as DARIUS MASNORY INC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS Z. ED CARD Director ............ W10 11124 ReceiptCopy Page 3 of 3 SUFFOLK COUNTY OFFICE OF CONSUMER AFFAIRS PAYMENT RECEIPT RECEIPT NO. 230029 Rec'd From: D/B/A: Date: D MROCZKOWSKI DARIUS MASONRY INC 5/3/2010 12:53:00 PM Payment Type: No: Drawn On: CHECK 5947 CAPITAL ONE BANK Category Service Fee Violation Slip No Remarks 5- H.I. Contractor C- Lic. Renew. $400.00 REC'D BY: Iicense#/Registration#: DM 0257 [TOTAL: Remarks: 400.00 ATTENTION HOME IMPROVEMENT CONTRACTORS Suffolk County Code Chapter 345-17 (D) states: All advertising for Home Improvement contracting shall contain the number of the Home Improvement license. Customer copy NOTE: PLEASE SIGN SIGNATURE STRIP ON BACK OF ID CARD! http://s'iffolkca/receiptcopy.aspx?ID=230029 5/3/2010 DATE ACORD- CERTIFICATE OF LIABILITY INSURANCE 1/18 M/DD/YYYY) /ia/zoiz PRODUCER THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION ONLY AND CONFERS NO .RIGHTS UPON THE CERTIFICATE K Bell Assoc, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 63 Turkey Lane ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cold Spring Harbor, NY 11724 ___ INSURERS AFFORDING COVERAGE NAIC# INSURED Darius Masonry, Inc INSURER A: Endurance American INSURER B: Mt Hawley Ins Co 500 Marconi Blvd INSURER C: Copiague, NY 11.726 INSURER D: First Rehab Ins CO INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR kOWL POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE MWDD DATE(MWDqrM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 COMMERCIAL GENERAL LIABILITY X PREMISES(Ea occurence) $ ],0 0 0 0 0 ICLAIMSMADE �IOCCUR MED EXP(Anyone person) $ A X X Contractual Liability CBC10000525800 9/1/2011 9/1/2012 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 'Z 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00-0 PRO- A POLICYF_x1 JECT El LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Ea accident) ALLOWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS - (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ ANYAUTO EAACC $ OTHER THAN - AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 5,000, X I OCCUR CI CLAIMS MADE AGGREGATE $ 5.000.000 EMX0315310 9/1/2011 9/1/2012 $ B X DEDUCTIBLE $ RETENTION $ $ WCS IH WORKERS COMPENSATION AND X I TORY LIMITS I J'JEW EMPLOYERS'LIABILITY , :ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICERIMEMBER EXCLUDED? WC 005-38-2246 10/15/11 10/15/12 E.L.DISEASE-EA EMPLOYEE $ Ityes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER D NY DBL Coverage DBL-214-045 4/30/11 14/30/12 INY Stat Limits DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BYENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER IS NOTED AS ADDITIONAL INSURED PER WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Maryann Gordon DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 710 Paradise Shores Road NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Southold NY 11971 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. - AUTHORIZED REPRESENTATIVE/,,Z, L -11 -, , J ACORD25(2001/08) ©ACORD CORPORATION 11988 r DATE ACORD- CERTIFICATE OF LIABILITY INSURANCE 1/18 M/DDI/iB/zoi2 PRODUCER THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE K Bell Assoc, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 63 Turkey Lane ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cold Spring Harbor, NY 11724 (631) 659-3005 INSURERS AFFORDING COVERAGE NAIC# INSURED Darius Masonry, Inc INSURER A: Endurance American INSURER B: Mt. Hawley Ins CO 500 Marconi Blvd INSURER C: Copiague, NY 11726 INSURER D: First Rehab Ins Co INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTEDBELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN ISSUBJECT TOALLTHETERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L I POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurence) $ 100 000 CLAIMS MADE —1 OCCUR MED EXP(Anyone person) $ A X X Contractual Liability CBC10000525800 9/1/2011 9/1/2012 PERSONAL&ADV INJURY $ 1 000 000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 PRO- POLICY FXI JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident) $ ALLOWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 5,000,000 X I OCCUR CI CLAIMS MADE AGGREGATE $ 5_,000f000 EMX0315310 9/1/2011 9/1/2012 $ B X DEDUCTIBLE $ RETENTION $ 10,000 $ WORKERS COMPENSATION AND X I TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICERNEMBER EXCLUDED? W(,' 0 0 5-3 8-2 2 4 6 10/15/11 10/15 12 E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICYLIMIT $ 1,000,000 OTHER D NY DBL Coverage DBL-214-045 4/30/11 4/30/12 NY Stat Limits DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BYENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER IS NOTED AS ADDITIONAL INSURED PER WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Southold DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 54375 Rt 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 1179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Southold NY 11971 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r - ACORD25(2001/08) ©ACORD CORPORATION 1988 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured DARIUS MASONRY INC 631-224-1614 1c.NYS Unemployment Insurance Employer Registration 500 MARCONI BOULEVARD Number of Insured COPIAGUE, NY 11726 693279 1d.Federal Employer Identification Number of Insured or Social Security Number 200718673 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance Company of America 3b.Policy Number of Entity listed in box 1a": Town of Southold DBL214045 54375 Rt 25 3c.Policy effective period: PO Box 1179 04/30/2011 to 04/29/2013 Southold, NY 11971 4:Policy covers: a. All of the employer's employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. 9 Date Signed 1/18/2012 By " AI (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box"T'on this form is certifying that it is insuring the business referenced in Box 1 a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law, DISABILITY BENEFITS LAW Section 220. Subd. 8 (a)The head of state or municipal department,board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department,board,commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,thatthe payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) Reverse 02/20/2012 04:22 5182635830 BRC PAGE 02/02 Luigi Pascarella, ,P.B., PLLC Conmltfnor En f sneer P.O. Box 797 Deer Park, N.Y. 11729 PhonelPax(631)421.3734 February 19, 2012 Ms. Pat Conklin Town of Southold Building Department 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Gordon Residence 710 Paradise Shores Road Southold, NY 11971 Dear Ms. Conklin_ An inspection was conducted today, February 19'"at 2:00 pm, to determine if the existing septic system is functioning properly and at the time of this inspection the system was functioning properly. If you have any questions or require additional information please feel free to call me at my office (631) 421-3734 or on my cellular phone at (516) 987-0558Vascarella, Si l� P.F. O� E kD .�P d` J` Z r ��ss�oNP 02/20/2012 04:22 5182635830 BRC PAGE 01/02 Luigi Pascarella, P.E., PLLC Conamtin4 Engine FACSIMILE TRANSMISSION COVER LETTER To.. Ct,4 V-1', � E � V s DATE: �,}V? l� D� 21 2012 6 FEB TIME: BLDG.DEPT. (0) FAXNQ.: No, of Page: Cncludfng cover letter) RE: V • r F'^V IV 1 P.O, Box 797 Deer Park, N.Y. 11729 Phone(631)421-3734 Southold Town Building Department ��Q�gUEFQI,�c�Gy P.O.Box 1179 Permit#: 37006 54375 Main Road �. Permit Date: 2/23/2012 ., Southold,New York 11971 oA (631)765-1802 Expiration Date: 8/24/2013 Parcel ID: 79.-5-2 BUILDING PERMIT RENEWAL LETTER Dated: 5/8/2014 Applicant: Gordon, Shaike&Gordon, Mary Ann Location: 710 Paradise Shore Rd, Southold Work Description: RESIDENTIAL ADDITION construct addit' erations to a existing dwe ing as applied for r l 91-1 -31 A FEE $422.0 QUIRED TO RENEW THIS BUILDING PERMIT. Owner: Gordon, Shaike& Gordon,Mary Ann Address: 3 Drury Ln Port Washington,NY 11050 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. OF SO�jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ BUILDING DEPARTMENT November 24, 2020 TOWN OF SOUTHOLD Gordon, Shaike 3 Drury Ln Port Washington, NY 11050 RE: Submit pictures of covered fuel supply line. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45108-Z Alteration/Additions v r•. REScheck Software Version 4.4.2.3 Not Compliance Certificate Project Title: Gordon Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 710 PARADISE SHORES ROAD Luigi Pascarella SOUTHOLD,NY 11971 P.O. BOX 797 DEER PARK ,NY11729 (631 ) 421 -3734 lacrosse711 @verizon.net Compliance: Compliance:1.8%Better Than Code Maximum UA:111 Your UA:109 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assemblyor or •• Perimeter • Wall 1:Wood Frame,16"o.c. 128 13.0 2.5 9 Wall 2:Wood Frame,16"D.C. 128 13.0 2.5 6 Window 5:Wood Frame:Double Pane with Low-E 9 0.290 3 Window 5 copy 1:Wood Frame:Double Pane with Low-E 9 0.290 3 Window 7:Wood Frame:Double Pane with Low-E 18 0.290 5 Wall 3:Wood Frame, 16"o.c. 291 13.0 2.5 18 Window 3:Wood Frame:Double Pane with Low-E 10 0.290 3 Window 3 copy 1:Wood Frame:Double Pane with Low-E 10 0.290 3 Wall 4:Wood Frame, 16"o.c. 192 13.0 2.5 9 Window 1:Wood Frame:Double Pane with Low-E 19 0.290 6 Window 2:Wood Frame:Double Pane with Low-E 10 0.290 3 Door 1:Glass 34 0.400 14 Ceiling 1:Cathedral Ceiling 303 21.0 0.0 15 Ceiling 2:Flat Ceiling or Scissor Truss 150 21.0 0.0 7 Ceiling 3:Flat Ceiling or Scissor Truss 97 21.0 0.0 5 Compliance Statement. The proposed building design described here is consis nt with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has b en with to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2.3 and to comply h the mandatory requirement0i§ted in the REScheck Inspection Checklist. NEW k .�P SC., �Q Name-Tit e E C ��] S�,gna � v\ to�� 1J Project Notes: r- I W SCTM 1000-799-05-02 F E B 21 2012 m �� 71930 BLDG.DEPT. FESSIO�P TOWN OF SOUTHOLD Project Title: Gordon Residence , Report date: 02/13/12 Data filename: C:\Users\Bobbi\Desktop\Gordon.rck Page 1 of 5 cREScheck Software Version 4.4.2.3 Nir Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-21.0 cavity insulation Comments:MASTER BEDROOM ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments:KITCHEN Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments:new kitchen Windows: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:WDH20310 ❑ Window 5 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:WDH20310 ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:AFC24 ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:CW14 ❑ Window 3 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:CW14 ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Project Title: Gordon Residence Report date: 02/13/12 Data filename:C:\Users\Bobbi\Desktop\Gordon.rck Page 2 of 5 Vanes Frame Type Thermal Break? Yes No Comments:CW24 ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:CXW135 Doors: ❑ Door 1:Glass,LI-factor 0.400 Comments:EX DOOR Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Project Title: Gordon Residence Report date: 02/13/12 Data filename: C:\Users\Bobbi\Desktop\Gordon.rck Page 3 of 5 Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Lj Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj . Heated swimming pools have an on/off heater switch. Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. Project Title: Gordon Residence Report date: 02/13/12 Data filename: C:\Users\Bobbi\Desktop\Gordon.rck Page 4 of 5 NOTES TO FIELD:(Building Department Use Only) Project Title: Gordon Residence Report date: 02/13/12 Data filename: C:\Users\Bobbi\Desktop\Gordon.rck Page 5 of 5 /�* 2010 New York Energy Conservation Construction Code Certificate I Insulation Rating R-Value Ceiling/Roof 21.00 Wall 15.50 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Glass&D.. Window 0.29 Door 0.40 NA 'Heating& Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: �• �e �eyi SID I� -17 ® ECEHao_rc� JUL - 92012 �e-L1.5�Orl1 BLDG.DEPT. TOWN OF SOL'THOLD 10 f' O n (m p r' rO rr A Ca-KL nTc91� r ; 0,0 s .�, ®, E _ � E,nsF��,S Critc�'�s ir1 CL ; L/0 n 9 K4 P05f5 WC14 A-nckar, e-w1 Cke- `f C(fes aO rte(OY` rc f lr F" Cop'—) pT "'LA"a a�l�n�wf ------ - ----------- - . mek l eb„n<<t x.411 n aKs �T 4cer ' �hlVeCt`i�l OST ' • .. �T»CG-vrs trc Ya,fP•..•�,ilSEAL : PROJECT LOCATION APPROVED AS NOTED d n a DATE 7f B.P. # 0 A �� [ (akn Dr �rr.o L�..rI FEEl/ , •l . .�, :—�-�---BY' G� a f.r, G., 0 ON\0 ll_"<\S'_ESlD NOTIFY BUILDING DEPARTMF 1 a 765-1802 8 AM TO 4 PM FOR THE �a �, i• .','r PLUMBING- FOLLOWING FOLLOWING INSPECTIONS c� ALL PLUMBING VJASTE 1. FOUNDATION TWO RFOUIRED 00 &WATER LINES NEED FOR POURED CONCRETE 710 1 ARADISE SH01L_%._1WjS 1L_ 0A13TESTING BEFORE C 7`' R;NG 2. ROUGH-FRAMING,PLUVE;t;.;• ePn,R STRAPPING,ELECTRICAL�, CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION & ELECTRICA! r°s 4d PLUMBED CERTIFICATION MUST BE COMPLETE FOR CCD a ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE CERTIFICATE OF OCCUPANCY REQUIREMENTS OF THE CODES C4 N- Rd rho a YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN tf;fr t F_R ~° rYwR, Cm.- S,"'' DESIGN OR CONSTRUCTION ERROPS 9 SPCUPLY$YSRUNOFF e ExcE�� ✓�a RETAIN STORM ATER LOCATION MAP UR NTT ER 236 OF THE TKdN CODE. ----------__--------_----_ �..) SCTM 1 01&mai _j 000 � 799 ® O ® VENT THROUGH ROOF ELECTS it k< , VENT THROUGH ROOF I INSPECTIO I REQ JEa IZZ-D w w C 0 rr-'W y a -OLIJ w 4.0 4"0S-'r 'rFFOL& JL Y 01" SOUr""m"Y "' u 21/2" BATH KITCHEN woo List of Drawings: /�' 2 1/2$ 2' 4 COVER / SITE PLAN (SHEET 1 OF 7) C-1 NOTES (SHEET 2 OF 7) FIRST FLOOR N 1 STORY C-2 NOTES (SHEET 3 OF 7) 21/0 3"0 2 1/202 1/21 z�2� FRAME I C-3 NOTES (SHEET 4 OF 7) 10, HOUSE 25' � ~ � � a AB-1 AS BUILT FLOOR PLANS/ELEVATIONSSHEET 5 OF 7 16' SCREEN H Z . ( PORCH AM PROPOSED FLOOR PLANMEMOLITION PLAN/FOUNDATION PLAN (SHEET 6 OF 7) CONNECT TO SEWER SYSTEM 4"0 4'� I � ` ,✓ F..� u A2-1 PROPOSED ELEVATIONS (SHEET 7 OF 7) ,J vu 0V M I PLUMBING RISER D NOT TO SCALE PARADISE SHORES ROA N D ® H _ SITE MAP Simpson Strong-Tie H2 ROOF FRAMING DOUBLE TOP PLA _ Abreviations: POST TO GIRDER JOIST HANGER FOR ICRIPPKE S S-El (FM CUBIC FEET PER MINUTE OC ON COA ENTER � � JACK AND KING STUDS TO BE STRAPPED C.I. CAST IRON HEADER-WIDTH VARIES OD OUTSIDE DIAMETE a SIMPSON STRONG-TIE (112.5) 2 X INSTALLATION MIN, N STUD FULL EARING ON HEADER C.O.CLSTRAPPING. 12" (MU EAN OUT NCRETE MASONRY UNIT OPNG OPENING �' � p; 112.5 INSTALL @ 1611O.C. F1 COLOZ OUNCE.COLUMN z cn (ONC.CONCRETE 0 W CL CENTER LINE PSF POUNDS PER SQUARE FOOT � A HEADER STUD FULL LENGTH WALL STUD PSI POUNDS PER SQUARE INCH > NOTE: EL DEAD LOAD PVC POLYVINYL CHILORIDE PC PIECE UPLIFT CONNECTION IS REQUIRED AT EACH EN DOWN ER DOOR PERP PERPENDICULAR 0 o 11 END OF HEADER AND AT BOTTOM OF DBL DOUBLE PIL PILASTER a o 1 1/4"20 GA. GALV STRAPPING HEADER STUDS IN ADDITION TO PL PLATE O 0 12"MIN.ON STUD CONNECTORS AT WALL ANDOT OM OF CRIPPLES DS, AND AT TOP DWG.DRAWING p ApRO PROPERTY LINE NO UPLIFTDWR DRAWER ° CONNECTOR REQI RED PLYWD PLYWOOD e` ASTER o ELIERCELEVA ELEVATION CAST IRON o ° PROP PROPERTY ELEC.ELECTICAL ELECTRIC PRCST PRECAST Simpson Strong-Tie EXP.JT.EXPANSION JOINT PREFAB PREFABRICATED LSTA EXT.EXTERIOR,EXTERNAL PT POINT Simpson Strong-Tie PTN PARTITION STUD TO PLATE RIDGE STRAP TIE HCP F.B.O. FIJRNISHED BY OWNER Q�QUANTITY A JOIST HANGER FOR LTP4 OR WRAP COIL STRAP SIMPSON STRONG-TIE (LSTA) LSTA HIP CORNER PLATE TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGSR RISER 0 STRAP TIE INSTALL16" O.C. RA RETURN AIR WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. @ SIMPSON STRONG-TIE (HCP) I,N.FINISH HCP2- 2X MEMBER SIZE RAD RADIUS w W -, FXTR.FIXTURE W HCP4- 4X MEMBER SIZE FL FLOORQ'D REQUIRED z O H QFLUOR.FLUORESCENT REV REVERSE, REVISION W � 1 FDN.FOUNDATION RH RIGHT HAND A , F. FT.FOOT,FEET RO ROUGH OPENING v� o 0 11 ALL CONNECTIONS SHALL F WAY FTG. FOOTING gEINROW g REITNFOORCE REINFORCING A A ° z 1 STANDOFF BE RATED FOR 120 MPH z ¢ O ® SATISFIES CODE WIND SPEED OR BETTER G.C.GENERAL CONTRACTOR SECT SECTION Q z 3 MINIMUM GI GLASS a REQUIREMENTS MOD. SPECIFICATION T.W.B. GYPSUM BOARD 0 H O ' C7 � v� � A U H/C HANDICAPPED TBD To be Determined �- LFT A HD. WD. HARDWOOD T&G TONGUE AND GROOVE A35F HM HOLLOW METAL TYP. TYPICAL HVAC HEATING/VENTILATING/ UL Underwriter's Laboratory --+ FIELD '~ • AIR CONDITIONING VIF VERIFY IN FIo 0 0 16" ---.r� LB.POUND W/WITH °�° U v o p g a LL LIVE LOAD WD WOOD H p , Simpson Strong-Tie '` LTB40 � 'M•,,::��=' �� LT.LIGHT WC WATER CLOSET ¢ � L.LENGTH/LONG W/O WITHOUT Simpson Strong-Tie CBS44 MIN. MINIMUM THESE PLANS ARE AN WWF WELDED WIRE FABRIC Simpson Strong-Tie 112 MISC. MISCELLANEOUS INSTRUMENT OF SERVICE TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT AND ARE THE PROPERTY RAFTER TO DOUBLE TOP PLATE OF THE ENGINEER. JOIST TO JOIST POST TO CONC. FOOTING SIMPSON STRONG-TIE (MTS16, A35F, LSTA, 413P) NO NUMBER ALTERATION OR ADDITION SIMPSON STRONG-TIE ''tt (112) SIMPSON STRONG-TIE (LTB40) SIMPSON STRONG-TIE (112.5) USE BOTH PATS 16 AND A35F INSTALL @ 16' O.C. NOM NOMINAL TO THESE PLANS IS A H2 INSTALL @ 16" O.C. 11 NTS NOT TO SCALE VIOLATION OF SECTION INSTALL AS SHOWN H2.5 INSTALL @ 16 O.C. 7209 OF THE NEW YORK STATE EDUCATION LAW. General Requirements of the Residential Code of New York State Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - SEAL _ Requirements - Exposure B Exposure 6 The below listed Chapters, Sections or Appendixes are only part of the Residential Code of New (Prescriptive Alternative to Table 3.4) i �, eble 3.13A 4iall Shoathing Requirements for %Vlnd Loads - Exposure B York State. Please refer to the Residential Code of New York State-2010 for any Chapters, Section, Appendixes or Exceptions, in whole or in part, that are not Noted. Three Second Gust Wind Speed(mph 85 90 100 1 l0 120 130 140 150 Three Second Gust 85 90 100 110 120 130 140 150 Three Second Gust Wind Sneed(mph) 85 90 100 114 1'0 130 140 )50 ;''`{ Wind Speed(mph) -• Rafter/Ceiling Joist Wall Number of 8d Common Nails or 10d Box Nails(Toe-nailed) Unless otherwise expressly stated the words, terms, tables and figures listed within these construction Spacing(in.) Height(ft.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection'z'3'4 STRUCTURAL SHEATHING - E F E F E F I E I F I E IF I E I F I E I t VOUb STRUCTURALPANEL Sheathing Location' Rafter/Truss Spacing (]on notes can be found within the Residential Code of New York State-2010. 12 s 2 2 2 z 3 3 3 3 g s g dimension across situds) \ v (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c) Stud Spacing Minimum Panel Thicknessfin,) 10 2 2 2 2 3 3 3 3 (inches,p.C.) 8 2 2 3 3 3 4 4 4 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12.24 Interior Zone 3 8 3'8 3 R 3;R 3.8 3 R 318 3%8 CHAPTER 3 - BUILDING PLANNING I6 g 3 3 4 4 5 5 5 5 a Section 8301 - Design Criteria 24 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 -- 10 3 3 4 4 5 5 5 6 24 6 12 6 12 6 12 6 12 6 12 6 12 6 122 6 122 I Prescriptive limits are based on assumptions in Table 3.4. R301.1 Design - Buildingand structures, and all arts there of, shall be constructed to safely support 2 lz 6 12 6 12 6 2 6 12 6 12 6 ,z 6 6 6 6 16 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 ROOD STRUCTURAI,PANFI, (� g p Tabulated connection requirements assume a building located in Exposure B. z ; , ; , Perimeter Edge Zone (short dimension across sttuds all loads including dead loads live loads roof loads flood loads snow loads wind loads and seismic 3 When ceiling joists are installed parallel to rafters,the sum of the toe-nails in the rafter and ceiling joist shall equal or exceed the g z z z 3 3 3 3 4 4 ) e g , , , , , 19.2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 4 4 Stud Spacing tabulated number of nails required. z z , 3 3 , , 4 4 a 4 24 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 Minimum Panel Thickness loads as prescribed by the Residential Code of New York State-2010. 4 To avoid splitting,no more than 2 toe-nails shall be installed in each side ofd rafter or ceiling joist when fastened to a 2x4 top (inches,O.c.) (in.) plate or 3 toe-nails in each side when fastened to a 2x6 top plate. Gable Endwall Rake or Rake Truss w/Lookout Block 6 6 63 63 63 63 63 63 4 4 44 e - _ _ I 1 Gable Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6 6 63 63 63 63 63 63 l2 3'8 3'8 3'8 1 R 3:8 3.'8 3'R 318 11 TABLE R301.2(i)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I6 3/8 3f8 3.18 3%8 3,'8 7,'16 ]5132 15'32 BOARD SHEATHING 7:16 7'16 15. Table 3.413 Uplift Strap Connection Requirements - Exposure B 24 , , p p �l p Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails �- 15'3? 19'32 19-12 19%32 2332 GROUND WIND SEISMIC ICE BARRIER (Roof-to-Wall Wall-to-Wall and Wall-to-Foundation) (inches,o.c.) SUBJECT TO DAMAGE FROM or 10d box Nails Per Support 1 SNOW SPEEDd DESIGN UNDERLAYMENT FLOOD I I \rte LOAD' (Mph) CATEGORY' eatherin Frost line de thb ermitee REQUIREDg HAZARDS' (Prescriptive Alternative to Table 3.4) 1x.6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 CELLULOSIC FIBERBOARD SHEATNI,vC 20# 120mph B Severe 3'min. Mod! Yes Sept.25 2009 _ lxl0orLarger Sheathin 12-19.2 3 3 3 3 3 3 3 3 (OSI dFIBE Ian across t HE cavy Dead Load Assumptions:Roof/Ceiling Assembly DL 15 psf 8301.2.1.1 Design Criteria - Residential Construction within Nassau& Suffolk Counties must be E - Nail spacing at panel edges(in.) Stud Spacing Three Second Gust Wind Q (inches,O.C.) Minimum Panel Thickness;(in.) 85 90 100 110 120 130 140 150 F - Nail spacing at intermediate supports in the panel field(in.) w designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame s eea(mph lz 1!z 1/2 llz Irl uz ]r2 Ilz 112 � W rt Roof Span Number of 8d Common Nails or 10d Box Nails ' 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 attachment requirements 1 b 112 1 r� 1.'2 1;�2 1;2 .25132 Construction Manual for One and Two Family Dwellings (WFCM)- 2001 Framing Spacing(in.) (ft) in Each End of 1-1/4"x 20 gage Strap sball be used - - w 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 5 G<0.49,the nail 12 1 1 l 2 2 2 3 3 spacings shall be reduced to 6 inches o.c. 16 1 1 I 2 2 3 3 3 ]BOARD SHEATHiNC: Tabulated 6 inch o.c.nail spacing assumes sheathing attached to rafter/tntss framing members with G 2 0.49. For framing members with 0.42<G<0.49,the nail Table 3.1 Nailing Schedule 20 1 1 2 2 2 3 3 4 spacings shall be reduced to 4 inches o.c. (diagon8llvacross3ormore su rt.0 TM"1 12 24 1 I 2 2 3 3 4 4 4 Tabulated 4 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G 2 0.49. For framing members with 0.42<G<0.49,the nail Stud Spacing �•/ spacings shall be reduced to 3 inches o.c. (inches,U.C. � ~J � 28 I 1 2 2 3 4 4 5 Pa � ) Minimum Hoard Thickness(in:) Number of Number of 32 1 1 2 3 3 4 5 5 5 Tabulated nail spacings assume a building located in Exposure B. Joint Description Common Nails Box Nails Nail Spacing N 36 1 2 2 3 3 4 5 6 12 SB 5:8 5,8 5.8 S.'R 5;8 5+8 5%R ROOF FRAMING 12 1 1 2 2 2 3 3 4 16 518 SIR 3rf j 5:R $.!�I 511( j/11 $/8 ~ m Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3AA) per rafter 16 I 1 2 2 3 3 4 4 24 r-4 t Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist 5,$ S'$ S R $`$ $,g 5'x 3/4 3'4 ^y CeilingJoist to Parallel Rafter Face-nailed see Table 3.9A see Table 3.9A each la 20 l 1 2 2 3 4 4 5 7 c ) c ) c ) p � Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 16 24 1 2 2 3 3 4 5 6 r Loads - Exposure B Table 3.21 To p q - Collar Tie toRafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie 28 1 2 2 3 4 5 5 6 p p Plate Splice Requi for Wind Exposure B � C Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 32 1 2 2 3 4 5 6 7 One-Story Slab-on-Grade V 1 Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 36 2 2 3 4 4 6 7 8 rn r.� WALL FRAMING Three Second Gust �O 12 1 1 2 2 3 3 4 4 85 90 l00 110 120 130 140 150 Wind Speed(mph) Building Dimension(ft.) Minimum Splic3e Length(ft.('2- F D u Top Plate to Top Plate (Face-nailed) 2-I6d 2-I6d per foot 16 I 1 2 2 3 4 4 5 -`4 Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 20 1 2 2 3 4 4 5 6 STRUCTURAL SHEATHING 16 4 C) Stud to Stud (Face-nailed) 2-16d 2-lbd 24"o.c. E F E F E F E F E F E F E F E F 20 ` 19.2 24 1 2 2 3 4 5 6 7 Header to Header(Face-nailed) I6d I6d 16"o.c.along edges 5 28 2 2 3 3 4 5 6 8 24 6 Stud Spacing 28 O O W Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud 7 32 2 2 3 4 5 6 7 8 Sheathing Location' 4 g (inches,o.c.) Maximum Nail Spacing for Sd Common Nails or IOd Box Nails(inches,o.c) a Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d'2 2-I6d'2 per foot 36 2 2 3 4 5 7 8 9 36 El ® a h F Blocking (Face-nailed) 12 1 2 2 3 3 4 5 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 40 11 �-I interior Zone 16 6 12 6 12 6 12 6 l2 6 12 6 12 6 12 6 12 13 FLOOR FRAMING 16 I 2 2 3 4 5 5 6 50 20 2 2 3 3 4 5 6 7 24 6 12 6 12 6 12 6 12 6 12 6 122 6 122 6 122 60 16 Joist to Sill,Top Plate or Girder (Toe-nailed) 4-Sd 4-10d per joist 70 !9 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end 24 24 2 2 3 4 5 6 7 8 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 28 2 2 3 4 5 7 8 - Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 80 22 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 32 2 2 3 5 6 7 9 - 24 6 12 6 12 6 12 6 12 6 122 6 122 6 122 6 122 Tabulated splice lengths assume top plate-to-top plate connection using 2-16d ►-a Ledger Strip to Beam(Face-nailed) 3-16d 4-I6d each joist 36 2 3 4 5 6 8 nails per foot. For shorter splice lengths,the nail spacing shall be reduced in order Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist BOARD SHEATHING or LAP SIDING to provide an equivalent number of nails. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist I Prescriptive limits are based on assumptions in Table 3.4. Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Box Nails 2 Tabulated splice lengths assume a building located in Exposure B or C. a '� Band Joist to Sill or Top Plate(Toe-nailed) 246d' 3-16d per foot 2 Tabulated uplift connection requirements assume a building located in Exposure B. (inches,o.c.) Per Support 3 Top plates shall be a minimum of stud grade material. �- ROOF SHEATHING 3 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf=9 psf). If lx6 orlx8 Sheathing 12-24 2 2 2 2 2 2 2 2 ceiling assembly is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall Top Plate Splice RL uirements for Wind - Exposure B & C All Other Cases Structural Panels 8d IOd (see Table 3.10) Ixlpor larger Sheathing12-24 3 3 3 3 3 3 3 3 Diagonal Board Sheathing be increased by I nail at each end of the strap. q p - 1"x6"or 1"x8" 2-8d 2-10d per support 4 Minimum ASTM A653 Grade 33 steel strap. .Nr E - Nail spacing at panel edges(in.) 1"x10"or wider 3-8d 3-10d per support O F - Nail spacing at intermediate supports in the panel field(in.) Building Dimension(ft.) Minimum Splice Length(ft.l'2`3 N Q, CEILING SHEATHING 12 2 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ' For vall sheathing within 4 feet of the corners,the 4 foot perimeter edge zone attachment requirements shall be used. 16 3 N z 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<0.49,the nail spacings 20 4 WALL SHEATHING shall be reduced to 6 inches o.c. 24 4 Structural Panels 8d 10d (see Table ) 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 28 5 Fiberboard Panels 7/16" 6d3 - 3"edge/6"field 4 Tabulated nail spacings assume a building located in Exposure B. 32 1 10 25/32" 8a3 - 3"edge/6"field 36 7 40 8 Q Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field Table 3.12A Roof Sheathing Requirements for Wind Loads - Exposure B 50 8 Hardboard 8d 8d (see Table 3.11) 60 12 W Particleboard Panels 8d 8d (see manufacturer) 70 14 0 Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B hree Second Gust tiVind Speed(mph) 85 90 loo i l0 120 130 140 150 80 16 Diagonal Board Sheathing Q I"x6"or 1"x8" 2-8d 2-10d per support (Prescriptive Alternative to Table 3.6) Tabulated splice lengths assume top plate-to-top plate connection using 2-I6d 1"x10"or wider 3-8d 3-1 Od per support nails per foot. For shorter splice lengths,the nail spacing shall be reduced in order STRUCTURAL SHEATHING to provide an equivalent number of nails. CU/1 FLOOR SHEATHING lop dimension across 3 or more supports) 2 W Dead Load Assumptions: Roof Assembly DL=10 psf (long PPo ) Tabulated splice lengths assume a building located in Exposure B or C. a Q Structural Panels Rafterfrniss Spacing 3 Top plates shall be a minimum of stud de material. Three Second Gust Wind Speed(mph) 85 90 100 110 120 130 140 150 p g ti Minimum Panel Thickness tn. 1"or less 8d 10d 6"edge 112"field (inches,O.C.) (. ) T Plate Splice greater than I" lOd I6d 6"edge/6"field Roof Pitch Roof Span Number of 8d Common Nails or 10d Box Nails in each end of 1-1/4"Strap'�3.4.s.6,7 op P a Length Diagonal Board Sheathing (ft.) 12 3/8 3/8 318 3/8 3/8 3/8 3/8 3/8 N 1"x6"or 1"x8" 2-8d 2-10d per support 12 1 1 2 2 2 3 3 4 .-- 1"x10"or wider 3-8d 3-10d persupport 3/8 318 318 3/8 318 3/8 3/8 3/8 16 t 2 2 2 3 a 4 5 19,2 318 3/8 3/8 3/8 318 3/8 3/8 7/16 ' Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the 20 2 2 2 3 4 4 5 6 panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear 3:12 24 2 2 3 3 4 5 6 7 24 318 3/8 318 3/8 7/16 7116 15/32 15/32 r7 plates,shall be used to maintain the load path. 28 2 2 3 4 5 6 7 8 W 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. �+ 3 Corrosion resistant i l gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. 32 2 3 3 4 5 7 8 9 BOARD SHEATHING 36 2 3 4 5 6 7 9 (diagonally across 3 or more supports) 12 l 1 1 2 2 2 3 3 16 1 1 2 2 2 3 3 4 Rafter/Truss Spacing Minimum Board Thickness(in.) 20 1 2 2 2 3 4 4 5 (inches,o.c.) Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting 4:12 24 2 2 2 3 3 4 5 6 12 518 518 518 5/9 518 ,sib 518 5/8 Lateral and Shear Loads from Wind - Exposure B 28 2 2 3 3 4 5 6 7 518 5/8 518 518 518 '314 314 3/4 (Prescriptive Alternative to Table 3.2) 32 2 2 3 4 4 5 6 7 - - 36 2 2 3 4 5 6 7 g 19.2 518 5/8 3/4 314 3/4 3/4 12 1 1 1 1 2 2 2 3 24 314 314 - - - - - Thuree Second Gust Wind 16 ! 1 1 2 2 2 3 3 Q Speed(mph) 85 90 100 I10 l20 130 140 150 20 1 1 2 2 2 3 3 4 JLJ_ 'I 1 11 1 0 Bottom Plate to Foundation Anchor Bolt ,2.94 5:12 24 1 2 2 2 3 3 4 5 1-r Foundation Supporting Maximum Anchor Bolt Spacing(in.) Connection Resisting28 1 2 2 3 3 4 5 5 1/2"Anchor Bolts 32 2 2 2 3 4 4 5 6 W 1-3 stories 36 2 2 3 3 4 5 6 7 Table 3.1213 Maximum Roof Sheathing Spans for Roof Live and Snow Loads J IX °i a Lateral and Shear Loads 5/8"Anchor Bolts 0 .-� 12 I 1 1 1 2 2 2 2 �--� E"'' 1-3 stories 45 16 l 1 1 2 2 2 3 3 w � F--t F. Prescriptive limits are based on assumptions in Table 3.2. 20 1 1 2 2 2 3 3 4 Dead Load Assumptions:Roof Assernbl DL=10 sf 1 Q O 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated 6:12 24 1 1 2 2 3 3 4 4 WIND SPEED CHANGED TO 120 MPH A values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.213). For other anchor bolt limitations see Section 3.2.1.7 and 3.2.2.3. ►_., , 3 Tabulated anchor bolt spacings for lateral and shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other wall sheathing 28 1 2 2 2 3 4 4 5 A A rnrn Z r) 32 2 2 2 3 3 4 5 5 Roof Live r types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment factor in Table 3.17D,but in no case shall Ground Snow Load z Q � anchor bolt spacings exceed 6 feet on center. 36 2 2 2 3 4 4 5 6 Load O O 4 For three second gust wind speeds greater than 110 mph,with a tabulated lateral value from Table 3.5 greater than 262 plf,lateral connections shall 12 1 1 1 1 1 2 2 2 C) be determined using the loads from Table 3.5. 16 1 1 1 2 a 2 2 3 20 psf 30 Sf 50 sf 70 psf Gl, Z 20 1 1 2 2 2 3 3 3 Span Minimum C O U 7:12-12:12 24 1 I 2 2 2 3 3 4 Sheathing Type Rating or Thickness Rafter/Truss Spacing(in.) 28 1 2 2 2 3 3 4 4 Grade (in.) 32 2 2 2 3 3 4 4 5 Wood Structural Panels 24/0 3/8 24 24 19.2 16 36 2 2 2 3 3 4 5 6 (Sheathing Grades,C-C, 24/16 7/16 24 24 19.2 19.2 ' Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building C-D,OSB) Table 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) comers 32/16 15132 24 24 24 19.2 Resisting Uplift Loads from Wind - Exposure B 2 Tabulated ridge connection loads assume a building located in Exposure B. 40/20 19/32 24 24 24 24 3 Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 psf). 48/24 23132 24 24 24 24 ON ,'� OZ (Prescriptive Alternative to Table 3.2) 4 Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the Q Z c) t7 g PB P P g, P y Wood Structural Panels 16 o.c. 19/32 24 24 24 19.2 00 F- tabulated values by the appropriate multiplier below: r--+ U � z w Ridge Connection Spacing(in.) 12 16 19.2 24 48 (Single Floor Grades, 20 O.C. 19/32 24 24 24 24 W r--, 3 Three Second Gust Wind 0 85 90 100 110 120 130 140 150 Multiplier 1.00 1.33 1.60 2.00 4.00 Underlayment,C-C E" C7 d N Speed(mph) P 24 o.c. 23132 24 24 24 24 Q 04 Bottom Plate to Foundation Anchor Bolt 9 When the tabulated number of nails required in each end of the strap is equal to l and the framing is attached in accordance with Plugged) (� 91„ (a Connection Resistin Foundation Supporting Maximum Anchor Bolt Spacing(in.)'z Table 3.1,the ridge strap and additional nailing is not required. 32 O.C. 718 24 24 24 24 8'End Zones 6 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not 48 O.C. 1-3/32 24 24 24 24 THESE PLANS ARE AN exceed the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie Lumber Board Sheathing #{4 INSTRUMENT OF SERVICE Uplift Loads 1-3-stories 72 70 49 nt 28 25 23 need not exceed the tabulated number of 10d box nails in a steel strap. Interior Zones 7 1-1/4"20 gage ridge strap shall he of ASTM A653 grade 33 steel or equivalent. Common 5/8 19.2 16 12 12 AND ARE THE PROPERTY 1-3 stories 72 72 57 45 311 33 30 27 or Utility OF THE ENGINEER. ' Prescriptive limits are based on assumptions in Table 3.2. 2 N4 ALTERATION OR ADDITION When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated TO THESE PLANS IS A values for uplift loads(Table 3.2C)or lateral and shear toads(Table 3.2B). For other anchor bolt limitations see Section 3.2.1.7 and 3.2.2.3. Common 314 24 19.2 19.2 16 or Utility VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. S E A L. .,.r� . :.,..;. y h d t t thare exposed the f permeable floors or moisture Wood structural members supporting proofs a OF r<��, �.�,� ✓ 8301.2.1.2 Internal Pressure- Windows in buildings located in wind-borne debris regions shall Section 8308 - Glazing Exception:Where a stairway of two or fewer risers is located on the exterior side of a door, other than 6. weather such as concrete or masonry slabs unless separated from such floors or roofs by an have glazed openings protected from wind-borne debris or the buildingshall be designed as a the required exit door, a landing is not required for the exterior side of the door. g 8308.3 Human impact loads - Individual glazed areas including glass mirrors in hazardous locations impervious moisture barrier. partially enclosed building in accordance with the Residential Code of New York State. Glazed such as those indicated as defined in Section 8308.4 shall pass the test requirements of CPSC 16CFR gstripsg y 7. Wood furrin or other wood framing members attached directly to the interior of exterior � 8311.51. Width - Stairways shall not be less than 36 inches in clear width at all points above the mason walls or concrete walls below rade except where an approved vapor retarder V q1�= opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of masonry g p pp d po e rder is q g part 1201. Glazing shall comply with the CPSC 16 CFR, Part 1201 criteria for Category I or permitted handrail height and below the required headroom height. Handrails shall not project more ASTM E1996 and of ASTM E1886 referenced therein. - =� egory 11 as indicated between the wall and the fuming strips or framing members. •;<� �. than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and TABLE R308.3below the handrail h fAINIPdUM CATEGORY CLASSSIFICIFIC lhhdil height,OF GLAZING g t, including treads and landings shall not be less than 31.5 inches where a Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 ' Section R320 - Protection Against Termites GLAZING IN DOORS handrail is installed on one side and 27 inches where the handrails are provided on both sides. GLAZED PANELS GLAZED PANELS AND ENCLOSURES feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut ( GLAZING IN STORM EGULATED BY REGULATED BY REGULATED BY 8320.1 Subterranean termite control - Irl all of Nassau and Suffolk Counties, methods of EXPOSED SURFACE OR COMBINATION ATION GLAZING IN ITEM 7 OF SECTION ITEM 6 OF SECTION ITEM 5 OF SECTION SLIDING GLASS I protection shall be b chemical soil treatment, pressure preservative treated wood in accordance with ------------.-- -----------_to cover the glazed openings with attachment hardware provided. Attachments shall be provided in AREA OF ONE SIDE DOORS DOORS 8308.4 � 830$.4 8308.4 'DOORS PATIO TYPE•; 8311.5.2;Headroom - The minimum headroom in all parts of the stairway shall not be less than 6 feet, P Y P accordance with Table R301.2.1.2. OF ONE LITE (Category Class) (Category Class) (Category Crass) (Category Class) (Category Class) (Category Class) the AWPA standards listed in Section 323.1 naturally termite resistant wood or physical barriers 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface TABLE 8301.5 ' 9,,y I't or tea _I [ NR' I fI II MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS -� of the landing or platform. (such as metal or plastic termite shields), or any combination of these methods. (in pounds per square foot) -\lure[halt 9 sq ft USE LIVE LOAD For SL 1 ,quare ti of=O.U9_9 m _..-- 'NR n,c.tn,"No Requirelltcat:' R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured :�""'w tth limited""`'ll rE f vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION :lairs scitnunt st"`:w`� 10 -i stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 - Materials 10 R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the Exterior balconies 00 purposes of glazing: 8311.5.3.2 Tread depth - The minimum tread depth shall be 9 inches. The tread depth shall be R402.2 - Concrete - All Conpression Strengths for Concrete Basement Walls, Foundation Walls, U Basement Slabs and other Colcrete Structures shall comply with Table 8402.2. Fir`vwa `s -- "O 1. Glazingin swinging doors except jalousies. g g P J measured horizontally between the vertical planes of the foremost projection of adjacent treads and ata ►-� Guardrails and handrails° 2(N) 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not ►-� Guardrail,in-till ruin xmentsf $O j TABLE R301.6 1'a„en er,cltirlr iaar:l r,• 50w closet door assemblies. exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 Section R403 - Footings, a MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Rovin,„torr than,lee,itl,g rooms ao 3. Glazing in storm doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads R403.1 General-All exterioiwalls shall be supported on continuous solid concrete footings which ^ PER SQUARE FOOT of HORIZONTAL PRo.,EcnoN -- . shall have a minimum tread depth depth of 6 inches at an point. Within an flight of stairs the shall be of sufficient design toaccommodate all loads according to Section R301 and to transmit the w TRIBUTARY LOADED AREA IN Sleeping roolus 3o. 4. Glazing in all unframed swinging doors. P P Y P Y g g g W w SQ-UA�R-E-F-EET FOR ANY start, _ greatest winder tread depth at the 12 inch walk line shall not exceed the smallest by more than 3/8 inch. resulting loads to the soil withn the limitations as determined from the character of the soil. Footings ' ROOF SLOPE 0 to 200 ISTRUCTURAL to 600 MEMBER Fn t,,, „r.,It,•,t�,,<,t-o•t>�,y��;n,, I"ualr 4 �7=t 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and a Z For SI: , , Winders are permitted provided that the width of the tread at a point not more than 12 inches from the shall be supported on undistubed natural soils or engineered fill. _ Over ego 1 , ss nan=, showers. Glazing in any part of a building wall enclosing these compartments where the bottom ►-+ ''"'u"d_4,45" side where the treads are narrower is not less than 10 inches and the minimum width of any tread is not .� hl.0 urrise less than 1lnncc,per _t► [� 12 ,. E.Ieialed,1aFa,,elln,,,,,,,altb-cap.tb,r„flu;I,,,nin�;a�.I„x►_ ,u dload.,P_ exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking less than 6 inches. The continuous handrail required by Section 8315.1 shall be located on the side R403.1.1 Minimum size - Milimum sizesconcretef t'n s shall e as set forth in Table R403.1 plied user a 20-,quare-inch area. h. Applics to attic.paces nreetul-the requirements[rt section RS02.4.1 for surfaces. where the tread is narrower. tt4 REINFOICING I4 C'4 M Rt,e 4 tnchzs per[cwt(1:31 to 1 fr l•7 12 , Jess Ut.u) 22 uxhc,Per f+wt t 1:1► cons'entionalcrihngjui,ts;sndsccuunRX!_.If).7ti,rtru,se..Auicswithuut 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge T BAR #4 REINFORCING w �. � - ,tutagearetho,ewhcrethcmammunlclearheighthe"vecnjui,tandrrfter,s 181N.t J. E3AR r- M tsr 12 i11cltcs per l of 1.1:1) 12 I, I, Irss t17,m 42 inches•or w herr there are no[two or mote ad,aient nurse,wlth is within a 24 inch arc of the door iIl a closed position and whose bottom edge is less than 60 inches the,:uuecsrbwnliauratinnc.+pahltufcuutainulgatectangle 42incheshi�;h p g R3I1.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of eachJ, -- LE,Jvhl 1a IN.MIRLEIJGTH , wile,or greater,nr. I Iwund lneed wltltnl the plane of the truss.For Ames above the floor or walking surface. stairway. N For til: I:quare 15-1,"u=0 tel.J K•r,qu:ar t.n,t=11.t13i'1>,\.m-. scithout storuLrthis I , n r load nerd out tx assumed to art cenlcurrentlV w ith I iushl,rr Ii Kit=U9)S��uuttiltr' ally other lice load rrcluirentrnts. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 U t� d- TABLE R301.7 and 6 above, that meets all of the following conditions: Exception: A floor or landing is not required at the top of an interior flight of stairs,provided a door ' t31N.MAX. .T. Z ^ ALLOWABLE DEFLECTION OF STRUCTURAL MEh1BERSa•b-O 7.1 Exposed area of an individual pane greater than 9 Sq. Ft. does not swing over the stairs. ALLOWABLE STRUCTURAL MEMBER DEFLECTION 7.2 Bottom edge less than 18 inches above the floor. Rafters having,lopes.greater than 3/12 w;lh no 7.3 Top edge greater than 36 inches above the floor. R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or �--- -- � Finished crilint;attached to calices U1Sll t� � 7.4 One or more walking surfaces within 36 inches horizontally of the glazing. more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and W Inferior walls and partitions 11/[50 Section 8309 - Garages and Carports not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a 3s IN.Intl, Z W ' Flours a11J )la�trrcd ceilings u;60 p point directly above the top riser of a flight to a point directly above the lowest riser of the flight. #4 REINFORCING c o .all other,nructural nlelnher, U240 R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping BAR Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a 181N.FAN LENGTH � U Exterior walls with pla,trrur stucco hini,h }I/;(,0 purposes shall not be permitted. Other openings between the garage and residence shall be equipped wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. tr�lEs: h=tt,�n°g n;i.F.ne., Exterior�salis-,x intl ltl:tJs°with l�riule riRis,hr, 1.1240 with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device. The n,inunnm tt"Ring thichnr",'I in tin hxning diiikues in thine unatrl,i ed arcus. '1 tic rcu)Iurrmg bar size to,topped.,rr:U ah.ril equal tl,c bar,ue,n thu c un,tepped areaa- Extrriurw'alls-windluads'with flexible finishes U120 Section R312 - Guards Amimmumof3ia besofcuncntci;rc<tuiredaruunJillreinfixe,ng6a1;. � tiU"1'E:L=span Icn�th,11=,p:ln hei ht. R309.2 Separation Required - The garage shall be separated from the residence and its attic area by X121 Guards required - Porches, balconies or raised floor surfaces located more than 30 inches FIGURE 8403.1-5 horizontal or vertical separations conforming to Sections 8309.2.1 and 8309.2.2. FIGURE F TI a. lhrwingloadsortilrpermittediohrtakena,O.T ellesthtCuinshel ntanl above the floor or grade below shall have guards not less than 36 inches in height. Open sides of ,.., Cladding loads for the purpo,c of the clrtermintng drt7ectiun flouts here in. Z b. I-ort:antil"ermenibers,1,shall lie lakenastA ice the length of tlhecantilescr. stairs with a total rise of more than 30 inches above the floor below h .--t c. For aluminum structural rnetnlxr,or pane,, in tc„,f,or,,,,u,vi'sun_ 8309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage vor grade shall guards not Section R404 - Foundation Walls room additions or patio covers.nut Suppur[ing rdLe of glass or>andwtcy from h less than 34 inches in height measured vertically the nosing of the treads. panels,:hr total load drticrnonshall nut exceed LteU.Fur,anJwlch panel, from the dwelling or its attic, the partition assembly shall have a 3/4-hour fire-resistant rating. the total load de- 8404.1.2 Concrete foundation walls - Concrete foundation walls shall be constructed asset forth in used in n"it's ur walk of stuuvv:u aJdittvns ar pati u cos res, flection'1,111 not exceed U120. Tables R404.1.1(2), R404.1.1 3 and R404.1.1(4). W 8309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from 8312.2 Guard opening limitations -Required guards on open sides of stairways, raised floor areas, O the residence or its attic, such construction shall be protected with one layer of 5/8-inch thick, Type-X, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage Q Section R303 - Light, Ventilation and Heating A gypsum board, installed in accordance with the requirements of Section R702.3. Openings in of a sphere 4 inches or more in diameter. All Residential Construction shall comply with this section when referencing Habitable Rooms (8 % horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 - Smoke Alarms Automatic Sprinkler Systems and Carbon Light&4%Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed p Y q vertical separations. Where the horizontal separation is °floor-ceiling assembly the structure Monoxide Alarms Openings and Required Heating( 68° Min.), supporting the separation shall also be protected by not less than 5/8-inch thick, Type-X, gypsum TABLE R401.4.1 R312.1 Smoke alarms - Sin le and multi le-station smoke alarms shall be installed in the followin PRESUMPTIVE LOAD-BEARING VALUES OF board or equivalent, g P g FOUNDATION MATERIAL locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate i LOAD-BEARING PRESSURE R303.6 Stair illumination-All interior and exterior stairways shall be provided with a means to Section R310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars (pounds per 0 illuminate the stairs, including the landings and treads. Exterior stairways providing access to a 83101 Emergency escape and rescue openings required - Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels H CLASS OF MATERIAL square foot) O basement from the outside grade level shall be provided with an artificial light source located in the _ - 1 every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper Crystalline hrtlrik.k 1 .12.f(N► immediate vicinity of the bottom:landing. emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story Seth-" _ ;`n'I t"1`;`�`it r". -- -- 4.(Mv inches above the floor. When Sands �^aecl antL'ur er:,srl IGII'and(iY1 below the upper level. en more than one smoke alarm is required to be installed within an Section 8305 - Ceiling Height sand,sit[) ,:md.:lane} ,and,,dty�raa►and A individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation clayey L.ral el '_ KU R305.1 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and 8310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible tsll'.SP,SNI.sr.GSI and ciCl Openings, shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms clay,s.tttdy rl,,y."lt` Clay.`''"`",ilia,71` Gdflll laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be and sand} ,ill measured from the finish floor to the lowest projection from the ceiling. a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire tCl_.lu.. ti111 and CI ll warning equipment provisions of NFPA 72. For sl: 11>„und p•:r 1,1WIC t(,,,t=n tla7q k`rn,' j Section 8307 - Toilet, Bath and Shower Spaces R310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. A. w1.n„,ie".11.,Il tegepall s Serti.,:7Rtltt,�,t;tr,,ui„�:I>Irbr.i,1, apa r cies ul the,ud.hall hr part.0 ihr rrcuinntrnJ;uah. R313.1.2 Power source - The required smoke alarms and carbon monoxide alarms shall receive their h. p,l are 10,J)to he 1I ,ent 3t lk�,,i`C.tthc alle lo%N b ,bra ia�,.lip ity shaitIx R307.1 Space required -Fixtures shall be spaced as per Figure 8307.1 8310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches. primary power from the building wiring when such wiring is served from a commercial source, and &te„toned to a•a';1, _'jilkill WALL VVALL WALL WALL WALL when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent R404.1.6 Height above finished grade - Concrete and masonry foundation walls shall extend above 4IN. .-4 I"• 4,".4 21N_ the finished grade adjacent to the foundation at all points a minimum of 4 inches where masonry � �� -"1I"- 8310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with and without a disconnecting switch other than those required for overcurrent protection. Smoke a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the alarms shall be permitted to be battery operated when installed in buildings within commercial powerIL 'E ICU` veneer is used and a minimum of 6 inches elsewhere. Sf emergency escape and rescue opening to be full opened.TUB U 30 IN. g Y P P g Y P or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1 8404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has lvC -� Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a 8313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following sufficient strength and has been anchored to the floor, or has been sufficiently braced to prevent O ' damage by the backfill. 94 CLEARANCE M N� maximum of 6 inches into the required dimensions of the window well. locations: 1. Within each dwelling unit on any story having a sleeping area. 2. On any story of a dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment U W a LAVATORIES 8310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a Section 8405 - Foundation Drainage W C) 24 IN.CLEARANCE IN equipped with a permanently affixed ladder or steps usable with the window in the full open position. dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and R405.1 Concrete or masonry foundations -Drains shall be provided around all concrete and Y P P g g P g rY PP A N FRONT F- OF OPENING Ladders or steps required by this section shall not be required to comply with Sections 8311.5 and equipment, solid-fuel burning appliances and equipments, fireplaces or attached automotive parking masonry foundations that retain earth and enclose habitable or usable spaces located below grade. Z o SHOWER R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches Drainage tiles, ravel or crushed stone drains, or perforated pipe shall be installed at or below the WATER CLOSET P J garages are also located. When more than one carbon monoxide alarm is required to be installed g g P P P OR BIDET from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the within an individual dwelling unit, the alarms shall be interconnected in such a manner that the area to be protected and shall discharge by gravity or mechanical means into an approved drainage z 15 IN i l WALL N. - WALL window well. system. Gravel or crushed stone drains shall extend at least 1 foot beyond the outside edge of the o O actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms Y Y g 4 F., 0 ¢ Z shall not be located within or near the openings to garages, bathrooms or furnace rooms. footing and 6 inches above the top of the footing and be covered with an approved filter membrane0� N o O Section R311 - Means of Egress material. The top of open joints of drain tiles shall be protected with strips of building paper, and the r. C U q U Tue R311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet. Section R319 - Protection Against Decay drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or R319.1 Location required - All construction within Nassau and Suffolk Counties is required install crushed rock as least one sieve size larger than the tile joint opening or perforation and covered with T'LEARANCE ' N. 2t IN not less than 6 inches of the same material.CLEARANCE 8311.4.1 Exit door required -Not less than one exit door conforming to this chapter shall be an approved pressure treated lumber or decay resistant heartwood in the following conditions. ,.._, WALL provided from each dwelling unit. The required exit door shall provide for direct access from the 1. Wood joists or the bottom of a wood structural floor when closer than 18 inches or wood girders 0 0 0 habitable portions of the dwelling to the exterior without requiring travel through a garage. when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the Section R406 - Foundation Waterproofing and Dampproofing 00 z Z TUB E" z Gzt periphery of the building foundation. R4061 Concrete or masonry foundation dampproofing - Foundation walls that retain earth and w r, U p R311.4.2 Door type and size - The required exit door shall be a side-hinged door not less than 3 feet 2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8 enclose habitable or usable spaces located below grade shall be dampproofed from the top of the ¢ M WATER CLOSETS WALL in width and 6 feet 8 inches in height. inches from the exposed ground. footing to the finished grade. Masonry walls shall have not less than 3/8 inch portland cement 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless parging applied to the exterior of the wall. The parging shall be dampproofed with a bituminous THESE PLANS ARE AN I.,r Sl: ' i°�''=2s.4 film R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door, separated from such slab by an impervious moisture barrier. coating or 3 pounds per square yard of acrylic modified cement or 1/8 inch coat of surface-bonding INSTRUMENT OF SERVICE FIGURE 8307.2 The floor or landing at the exit door required by Section 8311.4.1 shall not be more than 1.5 inches 4. The ends of wood irders enterin exterior maso or concrete walls havin clearances of less mot-tar coin 1 in with ASTM C 887 or an other material permitted for water roofin In Section AND ARE THE PROPERTY ft11N{b1UM FIXTURE CLEARANCES g• g � g p y g y p waterproofing OF THE ENGINEER. lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall than 0.5 inches on tops, sides and ends. R406.2. Concrete walls shall be dampproofed b applying an one of the above listed dam roofin ALTERATION OR ADDITION not be required to comply with this requirement but shall have a rise no coater than 8.25 Inches PP Y Y PP g TO THESE PLANS IS A q P y q g 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less materials or any one of the waterproofing materials listed in Section 8406.2 to the exterior of the VIOLATION OF SECTION than 6 inches from the ground. wall. 7209 OF THE NEW YORK i STATE EDUCATION LAW. SEAL : Section R408 - Under-Floor Space R603.7 Structural sheathing - Wall sheathing requirements & attachment shall conform to AF&PA CHAPTER 8 - ROOF-CEILING CONSTRUCTION 8905.2.8.1 Base and cap flashing- Base and cap flashing shall be installed in accordance with !l 77 t 408.1 Ventilation - The under-floor space between the bottom of the floor and the earth under any WFCM-2001 Tables 3.11, 3.13A. Section 8802 - Wood Roof Framing manufacturers installation instructions. t; building (except space occupied by a basement or cellar) shall be provided with ventilation openings R802.1 Identification - Load-bearing dimension lumber for wood roof-ceiling construction shall through foundation walls or exterior walls. The minimum net area of ventilation openings shall not Section R613 as Exterior Windows and Glass Doors R905.2.8.2 Valley flashing- Valley flashing shall be installed in accordance with manufacturer's 7<, be identified by a grade mark of a lumber grading or inspection agency that has been approved by installation instructions before applying shin les. ` LU be less than 1 square foot for each 150 square feet of under-floor space area. One such ventilation R613.4 Wind-borne debris protection - Protection of exterior windows and glass doors in building an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of g =: - - . opening shall be within 3 feet of each corner of said building. located in hurricane-prone regions from wind-borne debris shall be in accordance with Section P g g P g inspection issued by a lumber grading or inspection agency meeting the requirements of Section 8301.2.1.2. R905.2.9 Application - Mineral-surface roll roofing shall be installed in accordance with the R502 -Wood Floor Framing. All framing in these construction drawings assumed to be Residential Code of New York State or the Manufacturer's Specifications, whichever is greater. °��^ c� `�' R408.3 Access -Access shall be provided to all under-floor spaces. Access openings through the Douglas Fir Larch No. 2 with as E value of 1,600,000 psi and an Fb value of 875 psi. unless P g I'l/,I `��° - floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16 R613.5.1 Anchoring requirements -Window and glass door assemblies shall be anchored in noted otherwise. inches by 24 inches. When any portion of the through wall access is below grade, an areaway of not accordance with published manufacturer's recommendations to achieve the designed pressure CHAPTER 11 - ENERGY EFFICIENCY less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the specified. R802.2 Design and Construction -Roof-ceilings shall be designed and constructed in Section N1102 - Building Envelope threshold of the access opening. Through wall access openings shall not be located under a door to accordance with AF&PA/WFCM-2001 and ASCE 7. N1102.1 Thermal performance criteria -The minimum required insulation R-value or maximum O Section 8703 - Exterior Coverings the residence. required U-factor for each element in the building thermal envelope (fenestration, roof/ceiling' opaque 8703.1 General - Exterior walls shall provide the building with aweather-resistant exterior wall wall, floor, slab edge, crawl space wall and basement wall) shall be in accordance with the criteria in envelope. The exterior wall envelope shall include flashing as described in Section 8703.8. .The 8802.3 Framing details - Rafters shall be framed to ridge board or to each other with a gusset CHAPTER 5 - FLOORS P P g plate as a tie. Ridge board shall be at least linch nominal thickness and not less in depth than the Table N1102.1 or Table N1101.3.5 for electric resistance heat. exterior wall envelope shall be designed and constructed in such a manner as to prevent the Section 8502 - Wood Floor Framing cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 accumulation of water within the wall assembly by providing a water-resistive barrier behind the P P y ------ inch nominal thickness and not less in depth than the cut end of the rafter. Hi and valla rafters One-and-two-family dwellings, with greater than 15-percent glazing area; townhouses, with greater R502.1 Identification - Load-bearing dimension lumber for joists, beams and girders shall be exterior veneer as required by Section R703.2. than 25-percent glazing area; and any residential building in climates with HDD equal to or greater identified b a rade mark of a lumber grading or inspection agency that has been approved b an shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute Y g g g P g Y PP Y than 13,000; shall determine compliance using the building envelope requirements of the Energy the specific load at that clot. Where roof itch is less than 3 units vertical in 12 units horizontal ►--� accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection R703.2 Weather-resistant sheathing paper -Asphalt-saturated felt free from holes and breaks, P P P ' Conservation Construction Code of New York State. issued by a lumber grading or inspection agency meeting the requirements of Section R502 -Wood weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, �•-� Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or shall be designed as beams. PART V-Mechanical a No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise. material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Duct systems, W inches. Where joints occur, felt shall be lapped not less than 6 inches. R802.6 Bearing - The ends of each rafter or ceiling joist shall have not less than 1.5 inches or Combustion air, Chimneys and vents, Special fuel-burning equipment, Boilers/Water heaters, w (� - Th ends of each joist beam or girder shall have not have less than 1.5 inches of bearing on wood or metal and not less than 3 inches on masonry or concrete. H dronicpiping, S ecial piping and storage systems and Solar systems must comply with 8502.6 Bearing e e J g Y P P P g g Y Y p y and be � bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported R703.4 Attachments - Unless specified otherwise, all wall coverings shall be securely fastened in R802. installed in accordance with Part V- Mechanical of the Residential Code of New York State. � Z in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist accordance with Table R703.4 or with other aluminum, stainless steel, zinc-coated or other excess Cutting and notching - Structural roof members shall not be cut, bored or notched in ,l� hangers. corrosive-resistive fasteners. excess of limitations specified in this section. CHAPTER 13 - GENERAL MECHANICAL SYSTEMS ►---� g REQUIREMENTS Z R502.7 Lateral restraint at supports -Joists shall be supported lateral) at the ends b full-depth TABLE 8703.4 R802.7.1 Sawn Lumber -Notches in solid lumber joists, rafters and beams shall not exceed one W rN h PP PP Y Y P WEATHER-RESISTANT SIDING ATTACHMENT AND PIINIMUh1 THICKNESS Section M1305 - Appliance Access � M solid blocking not less than 2 inches nominal in thickness; or by attachment to a header,band, or rim - - -- -- h r sixth of the depth of the member, shall not be longer than one-third of the depth of the member TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS and shall not be located in the middle one-third of the span. The tension side of members 4 M1305.1 Appliance access for inspection, service, repair and replacement - Appliances shall be ,-••1 1-4 joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. Foam accessible for inspection, servicer �-+ NO?AINAL SHEATHING Wood or wood Fiberboard Gypsum Plastic inches or greater in nominal thickness shall not be notched except at the ends of the members. P , , repair and replacement without removing permanent construction. ) II- THICKNEss"i JOINT PAPER structural Panel sheathing Into sheathing into sheathing Direct to I-To--sPacr,9 Thi inches of working space shall be provided in front of the control side to service an appliance. �✓ ~ 8502.7.1 Bridging - Joists exceeding a nominal 2 by 12 shall be supported laterally by solid $IOING MATERIAL ,inches) j TREATMENT-REQUIRED sheathing stud stead Into stm { studs of fasteners The diameter of the holes bored or cut into members shall not exceed one-third the depth of the m' g P P PP it 12f)nail 17.120 Haji fl l_'n nail 0 121) member. Holes shall not be closer than 2 inches to the to or bottom of the member, or to an Room heaters shall be permitted to be installed with at least an 18-inch working space. A platform �' rn •-' blocking, diagonal bridging (wood or metal), or continuous 1 inch by 3 inch strip nailed across the 1 �,+tl'r Lap 1l, ,I,", ,, _"ll,nr ,',,,r„ nail' ,Ilt,ttrrl P y shall not be required for room heaters. Q, a Without -- ---.- ---_ -. - . - i other hole located in the member. Where the member is also notched the hole shall not be closer � bottom ofjoists perpendicular to joists at intervals not exceeding 8 feet. it„7fl.11it„1 , , ' J P P J g }j,+wont:,l l)t_n Hall 0.120 r l 1 0.1_0liatI 11.1.0 I N. Sartic as stu,! � �„„� � X �+ 0112 I Lip �l, ",,,tit. than 2 inches to the notch. h'� alnn,it!nn; __ _ bloc _ 1..n.. nail' al:„„•a-- ,ha ITh M1305.1.2 Appliances in rooms - Appliances installed in a compartment alcove basement or Ma-ai rA O ' With 11.1 Zfl nail 0.12N nail 11,120 nAl 0.120 0 120 nail C-1 8502.8 Drillingand notching Structural floor members shall not be cut, bored or notched in excess „illy 1,p No r , ,'," Z W. g - insulith ; 1 r.°1r,nt• 2/,'lt,n _t• Inm n.lil I'/.'lon,•. similar space shall be accessed by an opening or door and an unobstructed passageway measuring not of the limitations s ecified in Fi e 8502 8. -- 8802.7.2 Engineered wood products - Cuts, notches and holes bored in laminated veneer P Brit k,eneer less than 24 inches wide and large enough to allow removal of the largest appliance in the space, �"{ w L C- 110,el+:nll„tflr) Section R70', Yes(till,''m I See S:m h-03 and F,p,Irr R�0i.7^ lumber,glue-laminated members or I joists are not permitted unless the effect of such provided that a level service space of not less than 30 inches deep and the height of the appliance, but O w W L teneer - .-- ----- _ _-- __.-- -- penetrations are specifically considered in the design of the member. I ft o 3 Max- not less than 30 inches is present at the front or service side of the appliance with the door open. Her,l!n,, + A"p.tn,•I cd�c, , L NO NOTC,IrS l --�-►j rs-- tri, +11 \,,le P S,2e h7r1i? \uta'a done a+ Ni ilo o !�c•te U l�+,ICV i.. r `D-6 MAX PEFMITTED -V( D3M1'A% D t':Utel si,httt••lrrttcal i { 1_ 7ntCL sup. II Ird',l 1.1 rLr Sxhne ',,i qtr,;,, soe R'7'.0,2 .ul: \utr IN le t` l R N„t,•(, s•)lir it%stud R802.8 Lateral support - Rafters and ceiling joists having a depth-to-thickness ratio exceeding 5 M1305.1.3 Appliances in attics - Attics containing appliances requiring access shall be provided 1 I Ors MAx 'h` 'ca' 04 9 ' , to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to pp g PP q g - ------ with an opening and a clear and unobstructed passageway large enough to allow removal of the '/ tCotr r l`r., Koh•l N,it,-y Rntc t N„(,•y N,,(e y 2 f't'1 bra(ink FLOORJO'ST CFN-FRCUTS i_lp.silhn!•41107l„,Ial-_ 'r' ' I prevent rotation. largest appliance,but not less than 30 inches high and 22 inches wide and not more than 20 feet in Q 113 nail 1'/,, 0.I 13 n.nl 2'ia" 0.113 nail 0 113 Nin Sams•a,snnl ,,) f.•1,, N• " 2: " n,,, _ length when measured along the centerline of the passageway from the opening to the appliance. The H - starll-I'." ' 1' R802.1L1 Roof tie-down -Roof assemblies subject to wind uplift pressures of 20 Lbs per S Ft. D'4NW. i jilt^ . I .filht•'Ur 1i71f;Tustc'a! . a.'imr or re I I Stttnr hrrc•er Section K. 1 r (Note In � See�«��n R70.3.t l �� star, as established in Table 8301.2 2 adjusted for height and exposure per Table q Passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches � _ g O� J g P P wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides y D c i N1 h,,,t nail, R301.2(3), shall have rafter or truss ties provided at bearing locations in accordance with Table of the appliance where access is required. the clear access opening dimensions shall be a minimum of j. /. Naa2 \ntr (xi M,l Heil (el M„ n.!il (ni hoz na'1 Ill).Had' �,n„1 R802.11. A continuous load path shall be provided to transmit the uplift forces from the rafter or 1'artlilcMrard pooch tt!'"ter•' i':��;;,,` ,�,,. P P P 20 inches b 30 inches where such dimensions are large encu h to allow removal of the largest 1-D a MAX, - - - --ot- - i y ' g g g `j \t,le•p \,ttr s tx',h n n.iit ! X I h„:nail > I,,,r Hall het,Hall' t,d hot na'1 truss ties to the foundation. Wind uplift pressure on roof assemblies shall be determined using an appliance. FLOOR JOIST END CUTS Fl)atn,dpal o1' ,, - 'T +I.1 +)f1t);) (,-(,It�,,,t., effective wind area of 100 S Ft. and Zone 1 in table R301.2(2). (exterior grade' R"'t`' "i1`'r (1('''''"•"' ('1 t 3 n.ul /'" O(Illy n•III _" ria^�• It.,ll--" q' M1305.1.4 Appliances under floors - Underfloor spaces containing appliances requiring access shall q u-12n be provided with an unobstructed passageway large enough to remove the largest appliance, but not MAX DFRO"A � i 1).124)nal! 11/" 0.111)nail 2" 0.120 r..til'." Vot 4,rur a,,tu.f Stade _., , n,ljl' Section 8803 - Roof Sheathing less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches SUPPORT Viml siding 0llii I:Ip Kn " "!," Jllou cd :':IRP g 1 I ,,otxi.Rn,17c.drop 11-Mill La:) No ;Ewe fi tilin.,till tt, R803.1 Lumber sheathing - allowable spans for lumber used as roof sheathing and the wide shall be present at the front or service side of the appliance. p _ attachment there of shall conform to AF&PA.WFCM-2001 Tables 3.10, 3.12A 3.12B I I � Shjplar `Y.,Aten r ,tr Ikanng:ti" � " Dn MAX. - _.. _ .. ._._ _ 1 AT, \u ha,teiwr,,cn,•trati„n Into stud-I" nail-2 i," l � ti U I*,hsan,loher. Sec on M1306 - Clearances from Combustible Construction Staple--2" �nail,per CHAPTER 9 - ROOF ASSEMBLIES `lsenrinw M1306.1 Appliance clearance - Appliances shall be installed with the clearances from unprotected z RArT£RC£ILING JOISTS IR'.#n 7 t, j - -- - 4`' Section 8905 - Requirements for Roof Coverings 6"tk tin casae. O rlt.:f cena'nt panel 1"c, (.l corro,wr W corro,ion bJ:orro,wri r,rm5ian ,,. combustible materials as indicated on the appliance label and in the manufacturer's installation F-4 Note} rcsts,aw n.ti'.'r rc•i,t.tn(nail" rctii tJnt nail i r,^,i tall' _ _ _ i n:lil• Asphalt instruction.R905 2 Shin les - The installation of shin les shall with the provisions of a � U this section. f.1;i,`Rr,i'•It M1306.2 Clearance reduction - Reduction of clearances shall be in accordance with the appliance w currn,lon fall cnRlicinn W corrncion 1 d�•r rein:nt Lip sotto:= �!•, \,dr u � _ ! - rr�l,ltn( Kr•tr l r., r: ;.tart na-1- rr•i,t:,nt Hill" rt,l.t,nt nal' -- - manufacturer s instructions and Table M1306.2D3 MAX _ R905.2.2 Slope -Asphalt shingles shall only be used on roof slopes of two units vertical in 12 unitstlar S{: 1 inch-344 mm..1 Ras,l nn stied spacing„f 16 inchr�on center.Wh.rc stud,art spa:rJ 2a inchr,.siding stlall he applied to du•ilhing a^nc�.ed ft,r thol�[,a:iflP horizontal or greater. For roof slopes from two units vertical in 12 units horizontal up to four units TABLE p11306.2 ', ha11 j,a 1!r1,Cl:ll dc,,ription arld,hall hCT-head,Ubhhtied rt Herd hoad.ter rourd heal With 4wMtth or dc'formtd shanks y REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION•w`OR CONOJIT Shpt:s sha[I batt:a uunuaunl LrOs n u iclttt of'1, inch uutvJc Jiamttrr and ht•manutacturcd of minimr.rn\.,. l(,c;t_,:a In, vertical in 12 units horizontal, double underlayment application is required in accordance with WHERE THE REQUIRED CLEARANCE WITH NO PROTECTION FROM APPLIANCE. 21N MIN FAO1r1 TOP J h.0,Vr ,L1,les,sh.11l Ile alurninllill, alvall1Jt'll,fel rust-,re• ent iv,e Watt d ul't s`Ldl le driven inio the stud,for hl,o,N lard ter ell ,um hackitte. VENT CONNECTOR,OR SINGLE WALL METAL PIPE sAND BOTTOM Or JOIST1 I P Section 8905.2.7. - ._- - - _-_e'. Altlltnmun nail,shall hr moll to atlIJI 11till'ir1UUl<ri111C 361nthe5 To 12 inches I 9tnches 6inthes TYPE OF PROTECTION APPLIED TO Allowable clearances wdh specdrtd protection Ilnthes)° Alunlinum(0.1119 inch)shall lx unhaeked onllr uhrn the nialtimun,p.;rel tUthh 1,Ill Indic,:lfwd tlic ni,LYtnillril flat ureii i,,X im-he, Tha'Rt!.'rAtti i for alunnnum AND COVERING ALL SURFACES OF - COA1RUSTIRLE MATERIAL WRHM THE Use column 1 for clearances above an appliance or horizontal connector. sialn shall he-r0(M)2i nth of Thrnornin.rldntunsjt,n. Use column2for clearances from anapp!lance,ven,calconnector and single-wall metal pipe, For SL 1 inch 25.4 nvn. ' R905.2,3 Underlayment-Unless otherwise noted required underlayment shall conform with ASTM DISTANCE CLEARANCE IED AS THE J. Ir tHt8rtli t,•,t9nCl,3fe al,phed Ol'rr,hPTth 111!]1rf:t It C.'.thr'r-frsjcLtni nlCllttl•JI1e jul nf,nerd not hr treated Othrnliu•,/c^rt:cal 1,,IP.(„thll(Ktllf at.,hh!,:ItlL lk^Gill• f PROTECTION CLEARANCE M130 N0 SiAes"nd Sides and Sides and Sides and 'Sides and creel t,itll batten,tar ht-l,rr 1 D 226, Type I, or ASTM D 4869, Type 1. Self-adhering polymer modified bitumen sheet shall PROTECTION ISEE Figures M1305 1 and' Above rear Above rear Above rear Above near Above rear M 130621 �column 1 column 2 column 1 Column 2 Column 1 column 2�column-1;column 2 column 1�column 2 FIGURE RSD2.8 h. All atta.-hrrrnt<chall h:e,�ated With a enrrosion-re,klive enalin� -- - - - CUTTING.NOTCHING AND DRILLING ,. Shall he ol'appro ed tv r. comply with ASTM D 1970, unhnm srnhlurd au,,,arc 1-_ I -� _I_- h 5 /�-in.in,uLnionM,ardmerI in,h ' fl,rror minc-r.d,rola hxi, 24 I% I_ Q '1 h ( (1 R703.5 Wood shakes and shingles - Wood shakes and shingles shall conform to CSSD Grading 8905.2,4 Asphalt shingles - Asphalt shingles shall have self-seal strips or be interlocking and ,2 turn' ``l%vol`'r i-'n`''LI.- R703.5 R502.9 Fastening - Floor framing shall be nailed in accordance with Table 602.3(1) Where posts 7 reinlo ced%%Oh keret n re iK 12 h h 4 , s 3 - • rah a ire on rear tact i and beams or girder construction is used to support framing, positive connections shall be provided to Rules for Wood Shakes and Shingles. comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic „'.Ih i t'"`, ,,,,,,,,,I,,,e _-___remb,rct•a „ - - - -- -- wind speed. c'' tela-111 wall„till 6 _ 6 _ 6 _ 6 ensure against uplift and lateral displacement. -\Cfl"'•,ta,i•,;r lila,a' - - - 4 ••r,hn .l e zcl ,tr01,ennlaled _ R703.5.1 Application -Wood shakes or shingles shall be applied either single-course or double 'm n Iv„r,{»„h--- IK - - '- , Q R905.2t5 Fasteners - Fasteners for asphalt shingles shall be galvanized steel, stainless steel, th.:1 In,lda,rnn ;s 12 9 h O Section R506 - Concrete Floors (On Ground) course over nominal 1/2 inch wood-based sheathing or to furring strips over 1/2 inch nominal �cnnl.ded or,Imcr _ aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head, ,4_,,tr., r!rnrtal u,d„rmil.n:d R506.1 General - Concrete slab-on-ground floors shall be a minimum 3.5 inches thick. The nonwood sheathing. A weather-resistant permeable membrane shall be provided over all sheathing, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch into ;rth';'u l: rd�, ;pi "`""`'aI Il 12 9 4 ` ` , w W specified compressive strength of concrete shall be as set forth in Section R402.2. with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less ,_, ,,,.,,,,;,,,.r,,, U ° 1 1 the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate halt„anal" heel he,,,e'l,i,,,, Z O F than 6 inches. Where furring strips are used, they shall be 1 inch by 3 inches or 1 inch by 4 inches Owl,24 r:c•r,herr mend,t dh 1 h h s w through the sheathing. Fasteners shall comply with ASTM F 1667. rntil.lr,l R506.2.1 Fill- Fill material shall be free of vegetation and foreign material. The fill shall be and shall be fastened horizontally to the studs with 7d or 8d box nails and shall be spaced a distance A F„r 11 Imah='s4mn,lpnund urn nhic(orn-lt,nlol.gt'. <'=), I,-i';j!tl.l Btu!In•ft'•-1 In,=I)(",144_>4'tlw•.;n'• C'r:ru w f7 O a R"l.nor nr etrar•mrc,fou•,rum.lxnuh':n a<I, I'Al m4 mcrrlcrr„rh..nr,h'lum au,Jrah heal c!:.uara.and rch:',anJ ac.r„;hd�ta of,.•„is torr F••I to jl'1 f the 1 and except where approved b a registered design on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum h ('Itanmar Ih n•..,r:rJtro,nlhr,n,I: rr,itl. nanrir,r.,.,;,anal„„ mlofhr,„, r•.nh, n,h.,, wa•„,:n:•r.l,,r „ r.,,r lra„rm " 4 compacted to assure uniform support o slab, p pp y g gn q P g R905.2t6 Attachment -Asphalt strip shingles shall have the number of fasteners required by the hh A A Z Pprofessional, the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth. exposure specified in Table R703.5.2. The spacing between adjacent shingles to allow for expansion n h,1 „r,r:„n,t:;,I hl..,n.,rcri.rl m,h:r,ii , M,.nra,,nhrn:r•nr rnnnrclnr F.a � ,.. P manufacturer to withstand abasic wind speed of 110 mph. Fastening method shall be tested in dI.' nr,rrrinnrn„ r��t,ra,roL.,tell.n-, ,.r.aJ,,,r,:ria.,.r„•.,.;.,nnsn,.;i•a: ,rnn,h•'!h „Idedl Ie,cnhcdili,e,,enr:,\11UP,land Z ¢ p d shall not exceed 1/4 inch and between adjacent shakes it shall not exceed 1/2 inch. The offset J tt!., r IhrnN2t;I!h;:u:r.,,Inn,hh.•narrn.lr.rr.r,.rrc!uairu,,,trnn and urtrhrvtf,lc»,dh and a•ihn ,hrt rc!acr,n,,,Icn.,n,n�.rnd.r:J.n:, O • accordance with ASTM D 3161, modified to use a wind speed of 110 mph. , „,»•,,,,.,,,,,,, rn„ nrr Ictl.,ntalla».ntr,2mcun,cr,.ad:yr:alr r., Mete+n,hall hr, nnnrdr,bcino,alcJh_.!c.r;n onhr'rrM,onnandtri}, p¢. Q Q Z R506.2.2 Base - A 4-inch-thick base course consisting of clean graded sand, gravel, crushed stone or spacing between Joints in adjacent courses shall be a minimum of 1 1/2 inches. rd1•,........ 11,:•,.!ram•r.•pc.It2r,.ry n,a 7h.rtlr.nia I-;orbs„�,2 slinr•:d»ry ,i n.,vla,2 li' halo.h+l.0 1.z,o,tx,x Ii.hall ha%,a mrmnnun dawn"!.8 n,nm J,pe!cu!•u L",I dnJ a nm^nw n nn•lune p Gni of I.1,n!F O o (••i•, M crushed blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the . . ln.ulAn.•n.,.,,.•r,.l o,;l a,pan M,,1,'ar.r,.c rr.t:,c1P n,,,err,,r,Al L ih: ;'."m'„Inn,of 10Rla w-Ill „I"an•f.- ,hr,u' nr 1"" h„ul.nn,n TABLE 8703.5.2 8905.2.7 Underlayment application - For roof slopes from two units vertical in 12 units horizontal h.:.J,I,.,Ih_,,,,,.,a,,,,,,,narn,h,2.ih',.n,.ra,rA. n` (5 i; G A U i lhcrc,!,,'Ihc,ula.,,tlmd,h.,»acn Oc;r,rh.,nct and lhcp,,,Ic.tur.lnm,a.,,c,Rill Thr.karanrf,rtwrrn t!.,i,ph.•nrc.;�J rbc a„nMn161c,ud.netx•,;Jn,rd slab is below grade. MAXRdUNI WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS'°' up to four units vertical in 12 units horizontal, underlaymnet shall be two layers applied in the h.,,,Ihx dl_a d,n1,hlo l,l 3,1,.2 (Dimensions are in inches) \n rig nJ d aLnr.a•,an•m u,, I.-I J;, All -- L t"I",,n,d�».,I.a nr,r,6,r„h.J'te•,•rnnr'Ird 1"hr unrna.,and tfd.c„r2.vr he te,rbl- --�-� --- following manner. Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves, , LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE n acunl-,ria:»rt'•rbc r,-,m,nr rhrr h,nn;•an I Thr mannh.r,rcr',rn,rm:h+rn, R506.2.3 Vapor retarder - An approved vapor retarder with joints lapped not less than 6 inches - -- - - -- - "------ - � -�----�- fastened sufficient) to hold in lace. Starting at the eave apply 36 inch wide sheets of shall be laced between the concrete floor slab and the base course or the prepared subgrade where sr"RLI"' Y P g PP Y PART VII- PLUMBING P P P �' If, 7(i: I'�h underlayment, overlapping successive sheets 19 inches, and fastened sufficiently to hold in place. � .. no base course exists. 1 s x I/, la: All Plumbing Systems & Fixtures, Water Heaters, Water Supply and Distribution, Sanitary Drainage, 0 0 1- i i,, I� For roof slopes of four units vertical in 12 units horizontal or greater, underlayment shall be one layer N z z v i Vents, and Traps must comply with and be installed in accordance with Part VII- Plumbing of the E.., o CHAPTER 6 - WALL CONSTRUCTION S1,.1�(.ha applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and 00 tJ Q • I h'J I i starting from the eave and lapped 2 inches, fastened sufficient) to hold in lace. End laps shall be Residential Code of New York State. H ti o 3 O Section R602 - Wood Wall Framing 24 Y P P ¢ �- - offset by 6 feet. - ELECTRICAL A �" R602.1 Identification - Load-bearing dimension lumber for wood wall construction shall be I SI I Inch-5A niln PART VIII identified by a grade mark of a lumber grading or inspection agency that has been approved by an - Dinicti,i„rt, Il n are for No. I g.r,de, All electrical work must conform to N.F.P.A. 70-1999 and be installed in accordance with Part VIII - THESE PLANS ARE AN h ,,Ina„InnntFlO`int'h rlrocnrr i.l,l•rmlt;rd for No.7 Ft:„Ir. 8905.2.7.1 Ice protection - In all of Nassau and Suffolk Count an Ice barrier that consists of a least accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection :. A nia6ifnvn I t-inch ec ,,,Ile , , , -„ No ?- p Y Electric of the Residential Code of New York State. The inspection Agency providing the electrical INSTRUMENT OF SERVICE issued b a lumber grading or inspection agency meeting the requirements of Section 8502 - Wood two layers of underlayment cemented together or of a self-adhering polymer modified bitumed certificate must certify that all electrical work has been installed in accordance with these Codes. AND ARE THE PROPERTY Y Sr g P g Y g q OF THE ENGINEER. together or of a self-adhering polymer modified bitumen sheet shall be used in lieu of Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch g g P Y � Electrical Underwriters Certificate must be submitted at completion of job. ALTERATION OR ADDITION No. 2 with an E value of 1600,000 psi and an Fb value of 875 psi. unless noted otherwise. underlayment and extend from the eave's edge to a point 24 inches inside the exterior wall line of the TO THESE PLANS TS A p P building. VIOLATION OF SECTION g 7209 OF THE NEW YORK STATE EDUCATION LAW. SEA7-11 L: 0 DECK DOWN DOWN rTl. w BI CO W W BASORTO a z IGHT SIDE NORTH BASEMENT ELEVATION X o 00 R 3 1/4" = 1'-0" OUTDOOR KITCHEN SHOWER cD 00 l F-11 z F—i w C'4 M --- BEAM ~" M n . 01,. 8'-5" E'-4Y4 7'-9Y4" z �'' d. BATH BEDROOM 2 Q, 110 � w E-n1,.4 U O owa CATHEDRAL CEILING lEJ �t- � a II BEDROOM 1 � LIVING ROOM w d DOWN A LEFT SIDE SOUTH ELEVATION DOWN o SUNPORCH z 0 o H Li W A FLOOR PLAN 2 � F - Q oz 94 o w h yarnD5 w ..� A � }: N HHS z o ¢ xo 3d � EAR EAST ELEVATION FRONT WEST ELEVATION o o(DR 1/4" A w o z o �. U p z G� w 3 4 A a V 4 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : FIELD VERIFY EX. DECK SUPPORTS DECK ,�;r - 40'-2,3'2" 24'-21,,' DECK Jj� 2 16'-0" 24'-2Y2" BOLT NEW LEDGER PLATE TO NEW FROST 4'-8" 9'-2" , WALL FOR DECK ATTACHMENT. 1/2"4 2" X 6" PNFTERS NEW 8" CMU FOUNDATION WALL " LINE OF ROOF ABOVE — — — GALVANIZED BOLTS STAGGERED ® 24 OC — — — — --@ 1-Cr' OVER 16" X 8" CONCRETE —! O FOOTING W/ (2) CONTINUOUS #4 REBAR o I — — — _ — — — — _J I �'j CW24 °°° RELOCATED " I SLIDING GLASS ill o ` o 0 o DOWN o EX. CONCRETE STAIRS i DOOR TO BE REMOVED I BEDROOM 2 � " 4 " — "— 2 X 8 @16 OC N 4� F,r ICLO(/� I I ' F ( v 8'-O0" CE LING 8'-0" CE LING w o�o ' = _ I v 7- ., a o `�' Q O J mF51a KITCHEN NEW CMU PIER 16 X 16 I : 00 ® M o0 2 X 6 RAFTERS CONCRETE FILLED OVER 28" X iv I ( — — ( ' �' HANDRAIL x x ®16" OC w I " — _ 8 -0 8" CONCRETE FOOTING W/#4 I w ® UP j N 8'-0" REBAR 6" OC EACH WAY I — — — o NEW 1.75" X 11 8" LVL BEAM " N W W o_ �® UP EX. FLUSH BEAM _I ��. __ NEW 1.75 X 118 X O _ LVL BEAM I `F O0 B AM �+ WATER EX. DOOR TO U �'- ~ t I N REMAIN FOR o D 8'-5" O '-4Y4" 7'-9Y4" " I ,� AT CRAWL SPACE Do 0 EX I I 1 -4 9 -Oh ACCESS — 7'-0" 7'-0" S� W Q � CLOSET BATH �of _ o CEILING JOISTS TO MIRROR M INFILL I I ,� �' RAFTER PITCH OVER MASTER ' _��2 1 3 4" X 9 7 8" 1 t " / CO '� cD BEDROOM I / DOWN Q) WINDOW I__ NEW 4 tb STEEL COLUMN W NEW a) NEW CONCRETE I x _ ►,- OSA I OPENING 24" X 24" X 10" CONCRETE x STAIRS DOWN TO a0 N ® 4' g3/4" I N I ( I N W/ CMU FTG. #4 BARS EACH WAY 6 OC N BASEMENT. NUMBER N 5 4 Z EXISTINGA OR FLOORBEAM TO CARRY LOAD x OF RISERS VERIFIED DA I I W IN FIELD. CHIMNEY EX. (2) 2" X 6" DROPPED BEAM I I NEW CRAWL _ _ SUPPORTED BY EX. ADJUSTABLE COLUMNS_ _ _ = _ _ --� _ _-• - •� N NEW 1.75" 11 �8�LVL -- _ -- - LC OSET _EX�RIDGE BEAM o RIDGE W� OST ® EACH END I - CATHEDRAL CEILING F-••� p I I SPACE FURNAC 7'-9Y4" 7'-4Y2" 7'-7Y2" ov ALIGN WIT EXISTING 00 ACCESS TO NEW o f..-.� I I CRAWL SPACE AT cO I ILIVING R 001 I 0 o W a ,? EX. WINDOW EX. 00 LOCATION cn I I a ® w MASTER BEDROOM LEX. SKYLIGHT EX. SKYLIGHT a Q H BASEMENT I CRAWL x C)in EX. FOUNDATION CATHEDRAL CEILING SPACE - x WALL I to VENTS N _ (n _ I I N � of c a 00 X Q+ — — _ — WATER OIL TANK �' W N F� I HEADER 1 3/4" X 9 7/8" LVL DOWN — — — — — — — — — — WDH2O310/AFC24/WDH2O310 16'-0" ADDITION DOWN W SC SMOKE AND CARBON MONOXIDE DETECTOR A 40'-2Y2'• SUNPORCH GPROPOSED FLOOR PLAN J/ z 0 a C PROPOSED FOUNDATION PLAN W Q F 7- R4012 Concrete.Concrete shall have a minimum specified compressive strength of '�,as shown in Table R402.2. Concrete sub ject to R401.4.1 Geotechnical evaluation.lir lieu of a complete geotechnical evaluation,the load-bearing values � � � f J in Table R441.4.1 shall be assumed. moderate or severe weathering as indicated in Table R301.2(1)shall be air entrained as specified in Table R402.2.The maximum weight I I T1 of fly ash,other pozzolans,silicafume,slag or blended cements that is included in concrete mixtures for garage floor slabs and for TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATIQN MATERIALSa L� _J exterior porches,carport slabs and steps that will be exposed to deicing chemicals shall not exceed the percentages of the total weight of cementitious materials specified in Section 4.2.3 of ACI 318.Materials usedto produce concrete and testing thereof shall comply with LOAD-BEARING `� BI�CO the applicable standards listed in Chapter 3 of ACI 318. PRESSURE OUTDOOR ( DOO TO (pounds per square SHOWER 1 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE CLASS OF MATERIAL foot) ( BAS M EN T I �- Crystalae bedrock 12,000 I ' MINIMUM SPECIFIED COMPRESSIVE Sedimentary and foliated rock 4,000 _❑ v STRENGTHa(f') Sandy gravel and/or gravel(OW and 3,000 GP) OV'eatherlpe Pottial" Sand,silty sand,clayey sand,silty Z TYPE OR LOCATION OF CONCRETE CONSTRUCTION Negligible Moderate Severe gravel and clayey gravel 2,000 _ ! ,, Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500 (SW,SP,SM,SC,GM and GC) Clay,sandy clay,silty clay,clayey silt, WP4 C-S W �' iZ Z silt and sandy silt 1,500" o Z o Basement slabs and interior slabs on grade,except garage floor slabs 2,500 2,500 2,500 (CL,ML,MH and CH) W Z O 0. Basement walls,foundation walls,exterior walls and other vertical 'y�. N 1" 0 Z � z concrete 2,500 3,000" 3,000d Z 'X C7 (s., Z Q work exposed to the weather For SI: i pound per square foot—0.0479 kPa. , �-+ Q 5' Z Q Porches,carport slabs and steps exposed to the weather,and garage floor d d,e,f Z '� � '— W Q slabs 2,500 3,000 ,e,f11 3,500 a.When soil tests are required by Section R401.4,the allowable bearing capacities ofte soil shall be part o (� o a recommendations. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf are liely to be present at tl o For SI: 1 pound per square inch=6.895 kPa sits,the allowable beating capacity shall be determined by a soils investigation. _ O Q P4 0 Q EL Strength at 28 days psi WINDOW HEADER GUIDE I I— b. See Table R301.2(1)for weathering potential. (NOTE:ONLY APPLICABLE FOR HEADERS NOT CALLED OUT ON DRAWNGS) \ I I I I c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in UP TO SPAN OF: HEADER SIZE 2 FEET 2 2 X 6 D.F.#2 accordance with Footnote d. 3 FEET (2) 2 X 8 D.F.#2r + OZ 4FEET 2 2X10 D.F.#2 BEDROOM L — L � Z v d Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent ormore than 7 6 FEET (2)2 X 12 D.F.#20i0 V Q z 4.4 percent. 8 FEET 2 1 3/4"X 9 1/4 LVL ( ( W1-4 3 0 10 FEET 2 1 3/4"X 11 114 LVL Q '� O O e. See Section R402.2 for maximum cementitious materials content. Q a. Q') A £For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. ( ( THESE PLANS ARE INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION 4P _D MOLITION PLAN TOTHESE PLANS IS A D VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : S•� J\G 9 f FAUX CATHEDRAL CEILING i 1 11 IT It It IT If 111111 1111 If It IT IT If Pp .1 I fill 11 fill 11 fill 11 fill 11 111 11 IIITII 1 11 IIITII 111111 111 IT II H 1 111111 11 IT 11 1 11 11 IT I 000 !,'-�*.tib, CENTERED IN MASTER BEDROOM ujDi IIITII fill 11 IIITII IIITII 11 ITII IIITII IIITII 1111 1 1111 11 111111 111111 IIITII IliTII AL LL-u �1 .y [III IIITII IliTII 111 11[111 11 IT 11 11 IT 11 11 IT 11 111111 up; ITII 111111 111111 111111 111111 111111 111111 111111 111111 jp� A \a��P <<. S 2'-0" V J.F. tm I lilt W W W 4'-0" z a ADDITION 30'-3/" 4 �l z C RIGHT SIDENORTH ELEVATION L EF14 H IT 1111 IT 1111 If 1 111 NIN= 1111 fill 11 fill 11 111111 111111 IIITJI IIITII IIITII fill 11 fill 11 111111 fill 11 fill 11 111 11 1111 11 If I 111 111111 111111 1111 111""it T SIDE SOUTH ELEVATION W � � 14 1 O oWa ,� U aAH N4QjIl..fl.jj.Il__IlITII 111111 111111 111111 IIlJJI 111111 111111 1 [1111 11 111 11 1 IT11_1ITTII 111111 1_1111 111 11 111111 111111 Imil I if 111111 11 IIITII L111111 fill 11 IlITlI IIIIII fill 11 flHII [JIJII 111111 Ulf 11 111111 fill 11 IIH 11 111111 LIHII till I 111 [11111 111111111111111111 till HIIIIIII [ItAll 1 111111 111111 111111 111111 IIITII 111111 11ITTIANNITT-111ITT11-11IT11 111111 1111 flTTIlIIIII1I 1111111 LIH 111111 111111 111111 111111 111111 111111 fill 11 IIU 11 111111 111111 111111 IIIAll HIAll UL I H If 11 1111 ILIW.11 Ua JIM-111"Jim Ilf"IN UT-11 M1 1.1� 1 11111 1111 []fill 11111 111 11 Jill 11 Jill 11 P11ji 111111 jIj;JjJQZjJZ0-4H F1 Li W H A 16'-0" ADDITION z 16'-0" ADDITION a (DR A R EAST ELEVATION OFRONT WEST ELEVATION -0' — i L----------------------J 1/4' = 1'-0" W A r O � zoo �- w Q � �•; oF- A a� AQnzQ IOgx o � a N t7 r zn � A d o a ocz p 3 O Q a THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.