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HomeMy WebLinkAbout42242-Z OS�FFULkc a� Town of Southold 7/20/2018 P.O.Box 1179 N x 53095 Main Rd ' y�jo1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39781 Date: 7/20/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 880 Deep Hole Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-12-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/13/2017 pursuant to which Building Permit No. 42242 dated 12/14/2017 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: "AS BUILT" DECK ADDITION AND ALTERATIONS INCLUDING PORCH TO LIVING SPACE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Krupnick,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42242 05-29-2018 PLUMBERS CERTIFICATION DATED 09-28-2015 a es Manghn U 0 ed Signature �sU=t� TOWN OF SOUTHOLD �� coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42242 Date: 12/14/2017 Permission is hereby granted to: Krupnick, David ' 880 Deep Hole Dr Mattituck, NY 11952 To: Construct "as built" Alterations to an existing dwelling as applied for. Replaces BP#39541 At premises located at: 880 Deep Hole Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 115.-12-13 Pursuant to application dated 12/13/2017 and approved by the Building Inspector. To expire on 6/15/2019. Fees: PERMIT RENEWAL $289.60 AMENDMENT TO PERMIT $70.40 Total: $360.00 nspector o�SnFrnt�co TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . r SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39541 Date: 2/13/2015 Permission is hereby granted to: Krupnick/Blumenthal (Osler) 2145 Haywaters Rd Cutchogue, NY 11935 To: construct "as built" Alterations to an existing dwelling as applied for At premises located at: 880 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-12-13 Pursuant to application dated 1/16/2015 and approved by the Building Inspector. To expire on 8/14/2016. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $579.20 CO -ALTERATION TO DWELLING $50.00 Total: $629.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 I Date. S I I W I New Construction: Old orPre-existing , IBuilding: (check one) p ` Location of Property: Q 60 V�� i7�Lf_:- _,51i . M 4 ITI 7_00 House No. Street Hamlet Owner or Owners of Property: b A-U)� "� P N lC� f f Wu)�[r �j LyM,�'�}/ #,4L Suffolk County Tax Map No 1000, Section I I `� �� Block )2 .00 Lot ( 3. Subdivision' Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o ) Fee Submitted: $ Applicant Signature p� SOl Town Hall Annex Telephone(631)765-1802 54375 Main Road coy Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert('!-)town.Southold.ny.us Southold,NY 11971-0959 l�Cow BUII..DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Krupnick Address: 880 Deep Hole Drive city,Mattituck st: New York zip: 11952 Building Permit#: 42623 & 42242 Section: 115 Block: 12 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electeck LLC License No: 41377-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 76 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 22 Twist Lock Exit Fixtures �] TVSS Other Equipment: BP# 42242- Residence, 60A Steam Unit, 1- Bath Fan, 1- Paddle Fan Notes: BP# 42623- GFCI Protected Disconnect for Self Contained Hot Tub. Inspector Signature: Date: May 29, 2018 0-Cert Electrical Compliance Form.xls SOk`P`Y Town Hall Annex ! _ .. 1 31 Telephone(631)765-1802 54375-Main Road , f .> Fax(631)765-9502 cn t=«u,. h P.O.Box 1179 G �- ` ct�)� Southold,NY 11971-0959 � 'd,y 17 PIOU�ft`�,��`� i� BUILDING DEPARTMENT D [EC70'V[2 DEC 1 5 2017 BU� ,7DEPT. CERTIFICATION T®wN o SO THOL D Date:� Building Permit No. J q5 I D Owner: fvt-D K`I7_{� w K (Please print) Plumber: (Please print) lead. T certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this - day of S�PT�w.�z'L. 20 l NoPublic, 'N , 'r,"g Counfti' JAMES Jo NANGAN C,s. NOTARV PUBLIC,STATE of NEW V02-:11 NO.01"SIM29-SUFFOLK COUNTY C®Y,Y I0N WIRES APRIL 5, 8 W 6, P qf SO(/lyo Com, VA5� -G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � < INSPECTOR so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTWN ] FOUNDATION I ST [7ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 0 1-1 V, A DATE - INSPECTOR Ail l OF SO(/r�,ol cOUNT(,0c� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ VfFOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: �� o DATE INSPECTOR �`'`` "OF SOUryo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST - [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ION e [ ] CAULKING REMARK �'D� •r fvlovu- I,\ DATE ��' �� INSPECTOR Of SOUTyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 lfv( %cam zz� . INSPECTIO-N::�����- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION '[ I ] CAULKING REMARKS:- - 4,f 4,,e- - et� DATE �i ' INSPECTOR a Iwo IN5UL ATION PEA N.Y. STATE ENERGY C'•)) L wl l.�J �l� % ice'' • �� :L.r .� �, ��!�. •', ■ - ■�� .1m : - �. . ITO I-P . ' r n Jor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 A sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. °J( ( Check Septic Form N.Y.S.D.E.C. Trustees W � C.O.Application Flood Permit Examined 113 ,20 -', FR Single&Separate JAN 16 2015 �� Storm-Water Assessment Form Contact: 'DhVI> Approved 13,20 Mail to: 3 STI*-p-A,t= BLDG DEPT Disapproved a/c TOWN Of SOUTHOLD A-M JTy(1fa r-- Phone: Expiration - (-2),20 Jk_ Building Inspector APPLICATION FOR BUILDING PERMIT Date i I (9 I l , 20J_�) 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 J 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 regulat•,'s,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 3 STOW AVP 4/`n ITL ILbF— /V2 (Mailing address of applicant) 21--761 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ux/Y e p__ Name of owner of premises bA- 1) `KRV-PAJ1e---- �- 1-6 k)E::-L._ (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. q Other Trade's License No. 1. Location of land on which proposed work Yill be done: TUe 9`10 ITU L �- House Number Street Hamlet County Tax Map No. 1000 Section I D v Block 's -` y si�i S°j•_9,l}j;Y�g.d, rif':F Subdivision Filed Map No. Lot 2. State existing use and'occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy P--C--15 1 7�>� T/A t-- b. Intended use and occupancy 1z,c:_:7_5 l �/j EW 7`/A L 3. Nature of work(check which applicable):New Building Addition Alteration (/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a (�', ;'I � �1) 1. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 5 Name of Former Owner 5W—VT- A J U U A D5 bFF- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill,be removed from premises?YES NO 3 STlJIl iZ! t er W-7-0 f 14. Names of Owner of premises ? Jtb �1(((D-Address, .Fill )7`10,11L l��J Phone No. 51&—?D Name of Architect Address Phone No Name of Contractor- Address Phone /�No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ',NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) .being duly sworn, deposes and says that(s)he is the applicant (Name 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 �^ day of:tjV 20 t5 ' Notary Public CONNIE D.BUNCH Signature of Applicant Notwy'Pubk,fit®of Now York No.01 BU618M ®uaRW In Suffolk County Comn t wton Expires April 14,Z,� v --fir ie O��O�SO�lyOl Town Hall Annex John M.Bredemeyer III,President Michael J.Domino,Vice-President ~ 54 Main Road P..O.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee Telephone(631)765-1892 — —Oharles-J San-tiers-,Trustee ��0� Fax(631)-766-6&4r-- BOARD 631T765664I—BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8654A Date of Receipt of Application: August 4, 2015 Applicant: David Krupnick & Lowell Blumenthal SCTM#: 1000-115-12-13 Project Location: 880 Deep dole Drive, Mattituck Date of Resolution/Issuance: August 19, 2015 Date of Expiration: August 19, 2017 Reviewed by: Trustee James King Project Description: To remove existing concrete stoop on seaward side of dwelling and construct an 8'x22' stoop;with two (2) 18" wide steps to ground. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the project plan prepared by David Krupnick& Lowell Blumenthal, received on August 4, 2015, and stamped approved on August 19, 2015. Special Conditions: None. f Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees Michael J.Domino,President ��® s® �® Town Hall Annex John M.Bredemeyer III,Vice-President ® ? �� 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith E° Q Telephone(631) 765-1892 A.Nicholas Krupski ® '� Fax(631) 765-6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1427C Date: December 6, 2017 THIS CERTIFIES that the as-built 9'6" long by 15' wide deck extension to the front porch; as-built section of 35' long by 10'4"wide deck extension on the seaward side of dwelling; as-built replacement of a 10' wide garage door with a wall for added living space; and for the as- built existing 20'.8"x10'10" screened-in porch replaced with walls for added living space onto existing 2,304.6sq.ft. one-story dwelling; with the condition to establish and perpetually maintain a 10' wide non-turf buffer from steps of dock seaward; and install gutters to leaders to dry ells to contain roof runoff; At 880 Deep Hole Drive, Mattituck Suffolk County Tax Map#1000-115-12-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 8, 2017 pursuant to which Trustees Wetland Permit#9041 Dated June 21, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for as-built 9'6" long by 15' wide deck extension to the front porch; as-built section of 35' lona by 10'4"wide deck extension on the seaward side of dwelling; as-built replacement of a 10' wide garage door with a wall for added living space; and for the as-built existing 20'.8"x10'10" screened-in porch replaced with walls for added living space onto existing 2,304.6sq.ft. one-story dwelling, with the condition to establish and perpetually maintain a 10' wide non-turf buffer from steps of dock seaward; and install gutters to leaders to drXwells to contain roof runoff. The certificate is issued to DAVID KRUPNICK owner of the aforesaid property. Ae Authorized Signature rSUFFQ Scott A. Russell gT(0 )KI��C\��A��C')E)E� SUPERVISOR IM[AANA,G IEh\41JENT -P.O.Box 1179 t' fi SOUTHOLDT01�)HALL ,�� f 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town oJ ,S02ltholcl OILA,PTER 236 - STORIVIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS FROJECr INVOLVE ANY OF THE EOI,I,O�III�]C: ANY Yes NO (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j ❑ B. Excavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. T�❑ cce naratiQr�on sl.op�s whi �� exPsf 1 0 feet vertical rise to . 100 feet of horizontal distance. ❑I of'wetlands,Site preparation within 100 feet owetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted , on FIRM Map of any watercourse. ' i EIV F. Installation-of new or-resurfaced-impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement-of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax hiap Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - s.C.T.M. 1000 �atc APPLICANT_ (Property Owner,Design Professional.Agent,Contractor.Other) District trATv=E Section Block Lct �j4s =mo -'''=`FOB =?L)iLl•;i to 1) 1':;N�-;'1i1E1`]?L€ E J-Li Contact Informat,ort "' S/V `2 q0j Reviewed Dale. I �J — Property Address/ Location of Construction Work: — — — — — — — — — — — - - -� ---- peroved $u:ldltng Permit. �y (p� b �b ���� 1'v��•---- �� 5tcr-r;uaters'�•l.�r,�.gent°:n:Cc^trc=I Plsri. .,. Re:;uired. ------ RPcUIrf � 5tarrty+ater�L•l.�r.�f�cmertc �•cr.tto! r:.� Lt. or Friard to r_ng,,;eer tt;1�r�cr: aceta io,Revtrr 7 #. OF SO�j• r Q 41 [R [ Telephone(631)765-1802 G Q r0 ef.riChert tOW I SOU5t1101a.f1 .US 3UILDING DEPARTMENT _ S4— j" 'AWN OF SOUTHOLD j - 'OR ELECTRICAL INSPECTION ' REQUESTED BY. �11) IC�- . Date: j Ili 15 i Company Name: L j;L-F Name: S Y-- - LNJ E License No.: LI 15 1- Address: I Z Phone No.: k?- -57 -- /� JOBSITE INFORMATION: (*indicates required information) ; *Name: *Address: Sb (✓EptiOLI✓ �- • jU( j.�7-!� *Cross Street: *Phone No.: 5? S'4 :7 24 Permit No.: Tax-Map District: 1000 Section- I Sa -Pd Block: 1 Z-•oa Lot: j=.00 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) `t'E'bfiI h,E '-ri-Ill^A 41425 Ty -re (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In o� Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size. 1 Phase 3Phase 100 150 200 300 350 4 Other *New Service: Re-connect Underground Number of eters Change of S ce Overhead Additional Information: PAYMENT DU CATIONrp `�� 82-Request for Inspection Form ,��} (�� -fl , I VX6 6 � � , 7 i E � j t r t � � .� ., _, l �� f i � I f /� � _ w{, t • p`��'� '�.;� ., _ � • „, �-_ k �.= - ___. .:. �; � tvh --___ _ _ `` BURRILC _ 1� r l If r W7 ti 4. \ +w F -C R� . r � �P 1hs �� ' 409 a 111J1�� J1�1 lily.' 3 f 'd. rNrw _r. n�i• • n - 4• r� 1 • . - s' �� A r 4� Yp a � 9 { � % 1 �.'1 {:; � ~ 'F M � �� s". .� �. � .��" r SIE �r�. r r �� -�� �'' ... �, _ _.� � _ ' :_ O J 1� Ky-upn i c_,K, Ro �Cp No k, I)Klvc M a4+1 fuck °'' •'vim-i f , ti C=; N. yy "e*,A' EF 'akn f r a 1. 4 e a ar, w a * M.,. n b VAitd pp. r � ' �I t� � � ��� � �i �{ ��i ��� � i� f��,s l �i I i� �� �� � I III �i I+ III i �i�Ali I � Id I ��I�UI �i6i,{�WI�Pm,i�Ill�llil 1111�����j`�91�I����,i���i c'� �� � �A,�,i,i „a c�" �� �� as%, �; �� atJ, �;. �y x� 7 a k�Y,�ip�� �F, �14Vi�'� ����'l SIM�"������` � II IIF ol��I�li�',���i��l���i" �1i �� „ �-. ��y� a �I i u� '��,i v�>, y� yr , `�' y k�� e- M rtA�. ..�_ r"� ;� .Y x��� � � �4( ✓;,; �- � �� � `�f �+n ��, � � :s..'�` � '�� a', ' , , £ � �� �: �.✓ �,. �� 5� Y s Baha?= p a s �• € a a 4 b� + i s „�, ;;"; �y� � ,F��:g� ✓rz� � � ��`� 'rte E: ,.,.. e�+� ^ f � ! ( i f° �b IT) ! ( ,X 1t STL C.•a x.�, v.,_ 3! 316 ? F WW �� r. 5 1 ss� Y 7 l Y � I E •Ir { Y � t L { } ! . r. It do z. 1 tv 4 r i r Q SU RVEY OF PROPERTY N SITUATE : MATTITUCK NEW SUFFOLK AVENUE w E TOWN : SOUTHOLD SUFFOLK COUNTY, NY 5URVEYED 04-08-2014 Sell TOPO 05-21 -2014 5UPPOLK COUNTY TAX # 1000 - 115 - 12 - 13 C, CERTIFIED TO: LAND NOW OR FORmil OF: CON5TANCE A. CONNOR SCOTT OSLER PAUL J,'CONNOR JULIA OSLER S87° 1920"E CHICAGO TITLE INSURANCE SERVICES. LLC ' w 28' \ 2 12. ° o % N \ ra „ v l N S• � ® C C.E. 10 ofill EM. " - - - - -- -G2.� -- -- - -- O0� -43.8LU O0W LU �� ®ems Ili o�' to \� u-1 3Z - ` Q Lu<1 22.3 n �'L LU m - - - _7_5,9 _ _ �- 7�= E J 2 DOCK 1' �r - - -- 10.7 O O L D BASIN to 1� WEl�L N N O �—• LLJ C? W •—_ – �`1 \` `n 29.5 �- !LJ ILU lu \ CZSNC. O LU 0 OU DRAIN`S1P LAND NOW OR FORMERLY OF, LORRAINE WENDT ELEVATION5 REFERENCE N.G.V.D. 19291 FLOOD ZONE ANNOTATED FROM N.R.M. 3G 103C048 "Unauthorized alteration or addition to a survey - NOTFS mop bearing a Ikensed land suneyar•s seal is a Q MONUMENT FOUND JOHN C. E h LE�S LAND S U i�V EYO R �� vaiattan of 5aeliII York sobte Edii c 2. a, lha_ New Yoric Slate Education Low -o WOOD PENCE `CJ• r�/� ® "Only copies from Ina a(the of Usu ;uney mods with of a cont of Ida land wild 1,.. ,s PROPERTY ZONE R-40 V etampad seal stroll be conaldcrcd to be wlc copies"copies" G EAST MAIN 5TREET N.Y.S. LIC. NO. 50202 -Cer6ficolions Indicated hereon signify that lh:a r survey was prepared m aeeordanea with the ax- 369-8288 Fax 369-8287 1 a is Coda of Practice or Lond Surveys adopted Area = 21,05G 5q. Ft, RIVERHEAD, N.Y. 1 190 I Y by the He,,York State Ass-latian of Professional 0 Lend Surveyors. Said certifications shalt run only Area = 0.483 Acres </ `t . (y, to the person for whom the survey is prepared. GRAPHIC SCALE I"= 30' Iong151andland5urveyor.com �w 502 2 and on his behalf to the live company, governmen- /� lot egancy ond,iend,ng institution listed heraon,and `SFO LAND 9J o the assigneas or the lending mslituvon, CerUfea- 4-134 lions are nal lronsfemble to additional in "".ans 1 WryE CIF LADW "CUE RAPRCME CONTRACT "w Ymes w. X7944 1 i/13M4 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER TETE 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 Iimired(Use street address only) lb.Business Telephone Ntunber of Insured YANES QUALITY CLEANING CORP (516) 455-2976 55 BEDFORD AVE ic.NYS Unemployment Instuawe Employer Registration W ESTB URY, NY 11590 Number of Insured Id.Federal Employer Identification Number of Insured or Social Security Ntuuber 453-57-1362 2. Nannie and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND DAVID KRUPNICK 880 DEEPHOLE DRIVE 3b.Policy Nrnnber of entity listed in box"la": MATTITUCK, NY 11952 DBL 6213 64 - 0 3a Policy effective period: 08/23/2014 t4 08/23/2015 .Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.0 Only the following class or classes of the,employer s.employees: Under penalty ofperjury,I certify that I Sus an authorized representative or licensed agent of the insurance carrier referenced above, and that die named insured has NYS Disability Benefits insurance coverage as described above. 02/5/2015Jtoela Date Si$ried igra_£i7teJc"if.avin.ss.i:tS.iaiJ��"'��!'taU'rss.ii..�+Y`,sainto ` dMip�rse-,..a��"bn[a6t�iieltiyo0fi:B..5eriefir6sn�,.lu+nr Telephone Number r866 697-4332 Title 'Ar. c* D �t�ccf.b�tit.e t'irs[ii�?a`=ne.J)mt:t� - LNIPORT"T- if tax'-ta'is checked,and this form is signed by the igswmce caniW!s autbmized representative or NYS Licensed tasurance Agent of that carrier,this certificate is COMPLETE blain it directly to dei certificate holdsr. ubox°4W is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd&of the Disability Benefits Law. It umrst be mailed for completion to the Worker'Compensation Board,DS P1aasAeceptameUuit,20 Park Sweet„Albany.New Yo*12207. PART 2.To be cornple;ed by NYS Workers'Cotnpensa#ion Boa (Only it box"4b"of Part 7 has,been c et ) State Of New York Workers'Compensation Board According to information maintained by the NYS Wod=V Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respell to all of his)ber employees. Date Signed By (Signature of NYS Workets'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 Fomi DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-121).1(5-06) Certificate Number 306940 A��® CERTIFICATE OF LIABILITY INSURANCE DA1/21/2015 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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 policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certlficate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME- Westbury Lighthouse,Inc. PHONE . 516-338-0001 FAX No):516-338-6020 976 Old Country Rd. EMAIL Westbury,NY 11590 ADDRESS: INSURERS AFFORDING COVERAGE NAIC 8 INSURERA:Tower Insurance Company INSURED INSURER B YANES QUALITY CLEANING CORP DBA YANES CONSTRUCTION INSURER C: 55 Bedford Ave Westbury, NY 11590 INSURER O: INSURERE: INSURERF: 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. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS L POLICY NUMBER MMIDDIYYYY MM GENERAL LIABILITY EACH OCCURRENCE S 500,000 DAMAGE TO RENTffr_ COMMERCIAL GENERAL LIABILITY PREMISES Me rrencel S 100,000 A CLAIMS-MADE a OCCUR CLC-0004801-01 4/05/14 04/05/15 MED EXP(ArTy one S 5,000 PERSONAL&ADV INJURY S 500.000 GENERAL AGGREGATE S 1,000,000 GEMLAGGREGATE LIMITAPPLIES PER- PRODUCTS-COMPlOPAGG $ 500,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGE LIMIT lEm S nl ANYAUTO BODILY INJURY(Per person) $ AOS ED SCHEDULED AOBODILY INJURY,(Per acddent) $ HIRED AUTOS p0 -0gWNED PROPERTY ddnjDAMAGEfp . $ ' S UMBRELLA LU18 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS4AADE AGGREGATE S DED RETENTION S S WORKERS COMPENSATION 4C STATU- OTRI- .,.T 1 1 AND H- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA, (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If Yes,desenbo under DESCRIPTION OF OPERATIONS helow E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,N mom apace Is Isqulred) Framework Subject to the terms, conditions, and exclusions, of the actual policy, at the time of issue. CERTIFICATE HOLDER CANCELLATION Also listed as Additional Insured SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE David Krupnick THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 34 Stewart Avenue ACCORDANCEIM THE POLICY PROVISIONS. Amityville, NY 11701 AUTHORIZED REPRE E -6-408-4010 010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD REVISIONS: D - C7 O - - O --o 0 0 w �o - =O Ed 1 - U Ui �0 10 O PROPOSED EAST ELEVATION w z SCALE: 1/4" = 1' Q � W w a w o- 0 coo _ o0 0 coo moo- �o 00 1E �o o - 000 oc�o ion�o - 00I I I loll o0 00� ODD� • • w - 0000 � � O ooO2Eh-+-� �000 PLO Q � 000 w O I I Hill III III PROPOSED NORTH ELEVATION oo I I I I I I I 1 11 1 1 1 11 SCALE: 1/4" = 1' 0 PROPOSED SOUTH ELEVATION m SCALE: 1/4" = 1' cr, o o � xo � L v 0 C � ° " L, U � - cqc N � � v w o � w D N O _ = i ell x _D �°;'� 3•�CJS i� ay1 ' � , ''� ,,�,;,,��✓" �„"�: DRAWN: MH/MS JULQ ���8 ' '' rr SCALE: 1/4"=1'-0" PROPOSED WEST ELEVATION 0112 - July 2018 SCALE: 1/4" = 1' s T� ' '' � Y / SHEET NUMBER: A- 1 REVISIONS 22'-0" - J PROPOSED DECK o �� 0 VJ H V � O oo h II � II � u � FLOOR PLAN- SCALE: 1/4" = 1' 22'-0" 7'-0" 7'_0 7'-0" , ofa a _ _ -_ ---- --- - _ -------- ------------------- v� (2)2X8 ACQ GIRDER �(2)2XB ACQ GIRDER {2)2X8 ACQ GIRDER O O 12"dia.CONC.PIER 1--i w H T BELOW GRADE Z V I z 00 i� E—a O O U H , d O w LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOKS SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) FOUNDATION PLAN SCALE: 1/4" = 1' oZ wY U 0 � EXISTING CL w O 00 2X8 ACQ DJ @16"OC co (2)2X8 ACQ GIRDER ,.... - ''.'' 12"dia. v O {7 ��IN Sc(, CONC. PIER DRAWN: MH/MS EXISTING SCALE: 1/4"=1'-0., Aa•� �' ]OB#: �COctober 01,2015 K "Z2 ;, IP QQ' SHEET NUMBER: CROSS SECTION f `NE SCALE: 1/4" = 1' A- 1 REVISIONS 20'-8f2 3046 FWG6068L 3 X4"6 FWG16068-4 (2)2X12 Df#2 w/5/8"STEEL FLITCH PLATE HEADER P5 I CLOSE OFF EXISTING PORCH.NEW OPENINGS TO o I I \ \ BE INSTALLED BETWEEN EXISTING POSTS. = I I= EX. DINING ROOM ` ~� (NO CHANGE TO EXISTING ROOF/CEILING) BUILD UP FLOOR TO MATCH EX.FIN.FLOOR o X I 1 r ° NII EX. LIVING ROOM (2)1-3/4X11-7/8 ML HEADER 0 14'-0" Z N �- EXISTING K w BATH EX. MUD ROOM 2 z KITCHENZ 2D I o 0 0 o— \0/ 00 , O - m z S.B ATH z p O FALTERED d• t (2)1-3/4X9-1/2 ML BEAM e v Ir=- =-= 1=,fN EX. BEDROOM LLI'W PULL DOWN i C a xi, STAIR(TBD) Ix zN■I I■N (2)1-3/4X9-1/2 ML BEAM N EXISTING PORCH _______•-------------- ---- O O z EXISTING GARAGEEX. BATH E-4 a (EX.CJ p48"OC) O o � r WMFeA#=Sc1�ec3cSc1f'�vlaare'�/er56r�r1 4.6.0 � � . i �L.� �� D Compliance Certificate DATE- ,, B.P r FEE: PrD11 EX. BEDROOM NOTIFY Lei I i _ T 'EX. BEOOM EnelgrC d.; 2010 Ftew fork fnergp'Comenration 765-1802 r�.; i u FOR� r)>+ i,. ._:r / DR L Suf%&County,New-fork , (2)1-3/4X11-7/8 ML HEADER , : � ,,, C-0-6—Type: single-fami[g FOLLOU11 N ; INSPEC :1I•IS: Yrse[t Tyne- Akersthm 14'-0" _ 1. FOUND,, TION -T!^, PEQU? `_D FOR PO ";ED CO. " -1 E rpt o re2mdt 11esn6ec HOLD DOWN ANCHOR HOLD DOWN ANCHOR 2 ROUGH- ZAMIN- P J 13!NG, ( ) Cm-, U,wnSite_ Lia/e st gmr1comtraztor- AT NEW OPENING AT NEW OPENING ,i; Kr r MUM� Ak S � STRAP##=1, "�, ELECT '� AL &CAS_„ C/� 920 DE5�F20LE 1+.rs.6eK s3a Aft 3. INSULATI. ;U j #1rTRUCA',.t:Y Cs+rcllagele,Rd'G 11935 N Io rnkaercll' tne.net r..Lr +tnc4h�"Pia^3 IaJ I vim.liv�,�� �_I�� � , v.. F�1 0 Z ALL CONST IiUCT10'J C--",LL ,--T TI F-17 F-y W Y . x .. .x _M.k v ,-7777, .� ; . .v . 514 ., FLOOR PLAN - ��:.i n7E}', i'�TS OF THE CGDES C, iIr_VJ sm-16L tmrxhaacade m UA:'S9 "68J'ss `" "TATE. NOT RESPONSICLE FOR SCALE: 1/411 = it Ft-`AGN OR CONSTRUCTION ERRORS. w F— Envf-,1on,?Assemblies W F— rq '9 �l k a.,,,.,f... ..dm.,ix£ ..•a.,. , wmw.. 'a,.�s ,,....w.,c.ak l.....,,.t w-+hi ..v xn.m.h} t•Y',r:,..�w,w .•,s,, t '°..,.,n5:r; �J-r�F li/AI�'S.{.1 . t -r1 1 .ri� . • �! 10 'A—1:AH..d 1r1stfT-01—t3Acartdlttorred Sipa— ,724 23.6 R�0-0 0 A,44 10 ,; f ,-� � � -. T1/41 ; 300 C.A.93.FAtC-XT.q s r S--m T— 224 21'a 00 0047 31 -.. . , �,'l FJ-,.�1 ... __ 11/2 11/a 1Vatva tVa 1vz 11/4((//-- J'C(( \/ W C . W C. 3Wand Frams,lS�9,G252 13.0 4Q 152' ItO/ l./1�„'l,:�: '.i vll) WC F.AI W`+d—1=Ltlued Fraena: .M.Pane with Ene,-E 30 0320 20 [`� '1 }^narrl:kfExs d2 0320 13 LDE 1 CII<�cD />>J PA�j� -!'f nSH ry S {�) YSYI.1 n a 2 C.O Co 3 3 &rn 6y �s.�n LD».a#�Ir-.r 5teara+en 'tflc ed 6�,a1d'inq aleatgn,9ex:ibcd Fere:s ra,astmc v h eFr kw o9 P1mez,spsecif'ceeora.end ochea 1_:t.JP!"L ea#uA"tiarta zu6m"sceed will Perna[ePP#"rer.5¢n Ttx ps�Cvue 6 q hen 6—de iq d ut voeee die 20101re+u Yank f2aergr Cmaeruaval mon Crile 2ceDnrs+ner «+DlESr3eecti Ws`sira d.GA Bred to ewaaptr Ier�i1 t4x nsledamry rsopaae2.eeDts&ued in +_ '•r,w r__ /-. -I _ /5 1 In 3 3 '1""�" � .. 3 "i-6X DRAWN: MTi/MS SLOPE"1/4"PER FOOT PITCH TO DRAIN a31VF [* SCALE: 1/4'1=11-011 -e i •. C �. c sl"5 M '�` .fid PLUMBING � �< N JOB#: ALL PLUMBING WASTE PLUMBING SCHEMATIC 1 >�, � February 12,2015 &WATER LINES NEFID SHEET NZJMBER: TASTING BEFORE CO`v' I?,P;G N.T.S. - .11 12� . CERTIRCATION OF PrcQectTitle: Repaftdate: a211�15 NAILING R: CONNECTIONS = ' Data fi!enarne-CAUser<1Draflinsl Page I of 1 i, :. 1 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL • CRIPPLE STUD C • BOTTOM PLATE RIDGE HEADER LEDGER 8ATHTUB ©6 ©� ` DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON ffLOCATI01IN USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DLSCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH NGS LSTAI2 1-1/4"x12" toga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'•x24" 20go. STRAP ,APPLY OVER RIDGE TO EACH R.AFTLf 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDETHE FLOORS TO EACH OTHER W/ THREADED P.OD. NGS RT3 OR RT7 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 0+24"OC Q U � WALL STUD N 6•1 m m THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL � 4-+ O METAL STRAP 4_1 Z RIIA BOARD RAFTER AS REQUIRED U SILL PLATES) RAFTERS MAINTAIN zi VENTILATION WOOD JOIST �` C..1 `~ BLOCKING FOUNDATION - TOP PLATE 2x4 LEDGER BLOCKING z + Zx4 SOFFIT JOIST s STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VE14TILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL CORROSION- WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS , OPENINGS OF 'A INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ., 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 STRAP AND JACK STUDS o.18••4 1-1 "x36 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR / 9 ,�� EACH RAFTER ON ALL OPENINGS , 2ND. FLOOR WALL i RAFTER V J WOOD JOIST F-4z ' Q TDP PLATE GIPDER/HEADER u W � 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC l WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 1.4 E--d FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION rA INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION C) ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE R715 TYDOWIJ ANCHOR ON ALL OPENINGS EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDSOVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES ETO EACH STUD DBL. SILL PLATE TERMITE SHIELD ( ,'— SILL GASKET t2 ' TYP. COLIC. FOUNDATION A ` GONG. SLAB . ` _�♦ I t DAMFPROO6 MIL. POLY V EXTERIOR GRANULAR FILL • x _ 6MIL POLY ONN EXTERIOR V ' ' ' ' 1,4 � � � � `♦ � � V STEEL COLUMN • A . ♦♦ • % GONG. SLAB '+� C• V ANCHOR BOLT EMBEDMENT: �•° ( n 1'D. POURED CONCRETE: 7" • V COMPACT FILL :• BLOCK WALL: 1., ♦♦ r� e a • � w V1 W KEYWAY FOOTING • V w (� COLIC. FTG. • a • • ♦♦ a • A. • D Q'0 C USE WITH 3x3 SQUARE WASHERS O • a O ANCHOR BOLT C014NECTION • >' (USP LBPS58 OR BP583) ♦ {{,,,,�� REINFORCIIIG BAR FOUNDATION 5/8" DIA. ANCHOR BOLT • i I I r ' , Z DRAIN TILE • p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING G W SILL PLATE TO FOUNDATION 1 STORY 72" CC JY CRAWL SPACE OR FOUNDATION' O TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC 0- L CLU WHERE NEEDED FOR STRUCTURAL BRACING. �- MIN. 3" STEEL ANCHORED TO 24"x24"x12" COLIC. FTG. CRA'O& SPACE OR FOUNDATION •r� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Ill Q "SLAB-ON-GRADE SUBFLCOR C GONG. SLAB DOOR FRAME 00 6X6 10/10 WMA GARAGE /1 .___..__ JOIST COMPACT FILL i DOOR 1J� USE 2X8 STEEL BEAM .^` FOR SLOCKOUT 4' SLAB P.T. PLATE. , is W/ 6X6 WMM \ SLOPE � 1 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' ♦ i G • _ (WITH A NAILING PLATE IF NEEDED) ' � _ 'tea' e• •" .a •` d• :� •' •� TO BE APROX. 1/2" OR HIGHER THAN N<•� ♦a • . • STEEL BEAM TO ALLOW FOR SHRINKAG o �t_.%o =:_= _,,_- S _ O° s .•' •�e.'•c• I— II (PROVIDE STRAPPING TO KEEP JOISTS ALG DE lp �S�'D)• 1 �"" li r�1��` '*'• DRAWN MH/MS 6x6 W.W.M. • ='II M N. " 4i5� r •O '" a�!'A a A'• a^' • 'e _ • ► •p • • „�p I SCALE: 1/4"=I'-�n REINFORCING BAR = O • a — O ► REINFORCING BAR e • _ : • JOB#: DRAIN TILE li !I I • a , ep •'p ° I— IST . a lr,s • — STEEL EA a' rs.. February 11,2015 `•• PL B o" AM) ya' SiIEETNUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH 2 4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1)-The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Bd COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES �, e°° sound and a weatherproof completed product. P• CEILING JOIST LAPS A$PER TABLE 3.7 EACH FACE �Q OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECK$ 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END ( ) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4)-WALL ASSEMBLY TO FOUNDATION: TO RAPT-ER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors-Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 DESIGNED FOR CAT.C) m precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY ( � h specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U p p p p g P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ,N a m ti ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE �- 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE � m 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w` o 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U , v or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL Sym. O ;:2 r attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTIONPZ 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO HEADER 16d COMMON ALONG EDGES NAIL 16"O.C. FACE SMOKE&CO2 DETECTORS) SEE FLOOR PLANS M such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified U H in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION is 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR 101ST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1) Length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD finished floor(s)above typical grade- A SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Py JOIST TO: PER TOE TO HEAVY MODERATE QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting , 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 YES 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: - concrete or masonry walls occuring in exterior or unheated interior areas, SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS REM ENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-Sd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"tong at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5)-Unless otherwise noted,all slabs on rade to be 2500 2-Sd COMMON ) g p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 950/a relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � 6"maximum lifts(layers), anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Sd COMMON @ 4"O.C. SEE NOTES:1,3 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: :3-8d COMMON Z O 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of TO BEAM JOIST NAIL ~ Z THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber- BAND JOIST PER END O the below rade portion of exterior walls prior to backfilling. A!1 fasteners,hangers and anchors to be alvinized or stainless steel. 3.16d COMMON g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8)-Drainage as per section R405 of N.Y.S.Residential Construction Code- 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 P 2-16d COMMO w Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1)-All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL Qy Z 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Qn, SPACING 0 Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PEER 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c-. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3)-Floors,walls,ceilings and rafters to be spaced at 16 inches o.c-unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise- Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) g g 4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 4)-Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8)-Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g g PLUMBING NOTES PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. 7/16"OSB 3"O.C.EDGE 6d COMMON p J p J supply, g g p PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double u floor'oasts under walls that run parallel to the floor'oast and under bathtub. 1).All water su 1 drainage and venting to be installed as per N.Y.S.Residential C+I] Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. W on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 7)-Provide 2-1-3/4"thick microlams ) Z height to match floor joists around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. O Z other access openings unless otherwise noted(typical). J FLOOR SHEATHING: 3)-If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W Y provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. -1 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING t,it where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER O STRUCTURAL PANELS gd COMMONFLOOR. t-s�l =HVAC SYSTEM NOTES 1"OR LESS 12"O.0FIELD Z) . U 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRr2ED •� W Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) under all bearing walls. NOTES: W 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. � Q 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. 0 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 00 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor CIO equipment supplier. shall also be fireblocked at intervals not exceeding 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces g 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: J members shall be doubled,or alternate connectors, 2)-At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. '+ 1).All electrical to be installed as per N.Y.S.Residential Construction Code. "3 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathingis continuous over connected 3).In concealed spaces between stair stringers at the to and bottom of the run-Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. ) P g P P ham,. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ;� ! r' rA, � DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished- to be reduced tot-16d nail per foot. p� y I" „_ , „ 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 " x i¢ " SCALE: 1/4"=P-0" 14).All roof with a itch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. g P 4)-At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage P SOIL COMPACTION: flame and products of combustion. :;r•"- <;a JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 1)-NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR s! q February 11,2015 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Co ,S. m' SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED- 4 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4 �x 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557)- COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-3 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. "