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HomeMy WebLinkAbout40401-Z �°f 80Urya�o Town of Southold * * P.O. Box 1179 � ion 53095 Main Rd UNTO � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46501 Date: 09/17/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 845 Corey Creek Ln Southold, NY 11971 Sec/Block/Lot: 78.4-23 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/12/2016 Pursuant to which Building Permit No. 40401 and dated: 01/12/2016 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: Interior alterations and "in kind" alterations to existing front and rear decks as applied for. The certificate is issued to: Old House Out East LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 40401 8/20/2025 PLUMBERS CERTIFICATION: Joseph Whitecava e 8/13/2025 AA A"I VIL uth rize S gnature ova-fSol,. TOWN` OF SOUTHOLD BUILDING DEPARTMENT 1 ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40401 Date: 01/12/2016 Permission is hereby granted to: Renewal Date: 05/15/2025 Daniel S Mendelsohn 3 Stockton Ln Stony Brook, NY 11790 To: Construct interior alterations and"in kind"alterations to existing decking as applied for: Replaces BP#38635 Premises Located at: 845 Corey Creek Ln,Southold; NY 11971 SCTM#78.-4-23 Pursuant to application dated 01/12/2016 and approved by the Building Inspector. To expire on 05/15/2027. Contractors: Fees: Renewal Fee $318.20 To 318.2 Building Inspector ga�ot� TOWN OF SOUTHOLD ��0?9 cow BUILDING.DEPARTMENT a TOWN CLERK'S.OFFICE y • o� SOUT.HOLD, 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#: 40401 Date: 1/12/2016 Permission:is hereby granted to: Mendelsohn, Daniel 845 Corey.Creek Ln Southold, NY 11971 To: Construct interior alterations.and "in kind" alterations to existing decking as applied for: Replaces BP# 38635 At premises located at: 845-Corey Creek Ln.,'Southold SCTM # 473889 Sec/Block/Lot# 78.4-23 Pursuant to application dated 1112/2016. and approved by the Building. Inspector. To expire on 7/14/2017. Fees: PERMIT RENEWAL $273.20 $273.20 B Id�g:l. .spector o�guFFo���o TOWN OF SOUTHOLD BUILDING DEPARTMENT co 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#: 38635 Date: 1/23/2014 Permission is hereby granted to: Mendelsohn, Daniel 845 Corey Creek Ln Southold, NY 11971 To: construct interior alterations and "in kind" alterations to existing decking as applied for At premises located at: 845 Corey Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-4-23 Pursuant to application dated 1/6/2014 and approved by the Building Inspector. To expire on 7/25/2015. Fees: SINGLE FAMILY DWELLING _ADDITION OR ALTERATION $546.40 CO -ALTERATION TO DWELLING $50.00 Total: $596.40 Building Inspector o��pF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G � �o James southoldtownny.gov Southold,NY 1 1 97 1-0959 �yCDUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Mendelsohn Address: 845 Corey Creek Lane city:Southold st: New York zip: 11971 Building Permit#: 40401 Section: 78 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Raynor Electric Electrician: Richard Raynor License No: E-862 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3, Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 in wall oven,1 dish,washer,1 micro, 1 hood Notes: KITCHEN RENO Inspector Signature: Date: August 20, 2025 845 covey creek In Town Hall Annex � y� Telephone(631)765-1802 54375 Main Road ® -e G P. O. Box 1179 c Southold, NY 11971-0959 O BUILDING DEPARTMENT AUG 1 3 2025 TOWN OF SOUTHOLD Building Department Town Of Southold CERTIFICATION P Building Permit No. 0 Owner: / ,W b lib tl a Ug� ()/ [ (Please print) Plumber:\01mfi cl - • °4�'�S�,� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 13th da of 20 25 .Notary Public, e)LtGQj I k- County TRACk- L._DWYER, NOTARY PUBLIC,' OF.;filEW YORK NO.010 QUALIFIED IN'SUU� O�NTi' COMIISSION EXPIR9S j'f 1 b . F1e,�—P3lc ho��OF SO�lyolo coURTV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ _ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C (�f r_,:�*WPAAk DATE INSPECTOR SO(/r��lo 3 col • �o . . TOWN OF -SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTN - JO [ ] FOUNDATION 1ST [ _ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [Z- FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK • wzj COAIM�J/K Av� 4v--, vn 711--7/,1 z i G DATE � INSPECTOR A , `,� i pF S0Uly0 . G Q a� courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO-N [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: / DATE INSPECTOR SOUTy�IoVO CAM - TOWN OF SOUTHOLD BUILD NG DEPT. "Courm,��' 631-765-1802 [N-SPECT[ON [ ] FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE'& CHIMNEY j ] FIRE SAFETY INSPECTION, [ ] FIRE_RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE"C/O [ ] RENTAL REMARKS: ( +'(_V1t ca beld o �cx5t.er- r1.e, AFGS cwk +0A mega lack OL&t Ta g OVA or wl,eaAs t ohsscovwtec,+ eve "e"6 lock ou. +&s o tx+ or rK eakrs at .. ©u. �•e�' � � '�' � C I` t°�, ion,, .. _ gool rleel tkFCL, toto4edfowt ©LL a- �o W W lit Vt P ot o v� DATE a- INSPECTOR UE SOUtyoIro TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 qoq o( INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &:CHIMNEY [ ] FIRE SAFETY INSPECTION [: ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �- g"Lv 00 Lf) L . DATE ID ° ys INSPECTOR r� , OF SOGTyOI �l/�V �/ �� G� C►F� \ h O # # TOWN OF SOUTHOLD BUILDING DEPT. Cou 631-765-1802 I-NSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY.. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: kc��Gr ,all DATE INSPECTOR t4mm0k, OF SO//lh°� # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 0 0 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION . [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ - ] CODE VIOLATION [ ] PRE C/O ' [ ] RENTAL REMARKS: S _ DATE _ INSPECTO It • 1 0 • ^ COMMENTS •f STATE ENERGY — � r CODE 1r WO 44 p _ ADDITIONAL C63EENTS0 • r I � �' • Ell mull a r �- ._ _ " I dw a Y TOWN OF SOUTHOLD BUILDING PERMIT APPL[CATION''CHECKLIST BUILDING DEPARTNIENT Do you have or need the following,before app'.yine. TOWN HALL Board ofHealti SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)7654862 Planning Board approval FAX:(631)765-9502 2 �y� �� Survey SoutholdTowo.NortLFork.net P'ERr%1IT NO. J }� Check Septic Form N.Y.S.D.E.C. Trustees Flood fermis P Exarninec + 93 201 E C A� Storm-Water Assessment Form ontact: Approvod 20 JA N _ 6 2014 Mail to- Disapproved a/c z Phone- — ✓ 5-7" Expiration ,20 J BLDG.D TOWN OF° F, oil APPLICATION FOR BUILDING PERMIT Date ,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 sched_de. L 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 3uilding Pe;-miL d.Upon approval of this application,the Building Inspectcr will issue a Building Permit to the applicant.Such a permit shall be kept on the premises avai:able for inspection throughout:lte work. e.No building shall be occupied or used in whole or in pail for any purpose what so ever until fte Building Inspector- issues a Certificate of Occuparcy. f.Every building permits`tall expire ifthe work authorized has not commenced within 12 monf3s after the date of issuance or ims not been completed within 19 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 shal l be required_ APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to t'te Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the constructior of buildings,additions,or alterations or for remov-d or demolition as herein described.The applicant agrees to comply'ivith all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors an premises and in building for necessary inspections. �r { iguatureofapplicantornam acotporation) (Mailing address of applicar State whether applicant is owner,lessee,agent,architect,engineer_general contractor,electrician,plumber or builder Name of owner of premises ,� Clrl rW (As on the tax roll or latest deed) If 'ant ism eptporation, natMr of duly authorized officer ' t/�r. %V 7 (.Fame and title of corporate a tcer) Builders License No. 2/J�'q--T--/! Plumbers License No- Electr'.cians License No. tither Trade's License No. I, Location of 1 d on which pr posed wo-k will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot ,Q 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 i �ssr��n[may b. Intended use and occupancy 3. Nature of work(check which applicable);New Building Addition Alteration Repair Removal Demolition Other Worl: 4. Estimated Cost OlJf Fee ,To be paid on filing this app�licarion) 5. if dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars / 6. If business,commercial or:nixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 41, ' Rear W 3 Depth -3�• Ar Height ,/ i Number of Stories Dimensions of same structure with alterations or additions: Front Rear I_ Depth ,S,�" " Height //r Number of Storles / 8. Dimensions of entire new construction:Front 4g Rear /V3 Depth ,7-1-' Height /G Number of Stories / 9. Size of lot:Front ;73 Rear %.qO` Dept: :2 f 0 10. Date of Purchase , �// Name of Former Owner, - �'2rc,/off It.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation?YES_V0 5C 13. Will lot be re-graded?YES_NO 0 Will excess fill be removed front premises?YES_NQ %0 14.Namesof Own erofpremises0dr:e/OA#ialrai. ddressJ,&,).r hone No.G'?j.7!� 5-0/7 Name of Architect iZke &.e Address� &..Lf Phone No /�� ,�qy/ �;G Name of Contractor's y Address ,CQX&/,p Phone No, !C& Gi5-",7/• !� 15 a. Is this property with► 1 teet 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�_ *1F 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,PRONqDE A COPY. STATE OF NEW YORIQ SS: COUNTY OF ) being duly sworn,deposes and says drat(s)he is the applicant acne o tdrvr ual signor onu•act)above named, (S)He is the d�; a eta% 7to -r i r (Contractor,Agent, orpor•ate Offi c•,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to crake and file this application; 'hat all statements contained in this application are true to the best of his knowledge and belief;and that tile work will be performed in the manner set forth ir-the applicatior flied therewith. Swonyto before met l,p day of 20N Notary Public Signa ure YfA7ppTjc7ant VIIM L,LOPER Katary Public,State°of New York Nd.O1L06070081 Qualified in Suffol �, I,,d ._ Comm is on.F.�irgs .. 1�=— r d00:90 t 6-V0 upaf e ELECTRICAL INSPECTION t REQUESTED BY. Date: A.),n , Company Name: ` a (< -Gr- Name: f R, t2 A vo.rt. .: License No.: Address: 3)-3 Off-E-i' Ifo(-G (Zo4n - CAr.V I/93 j.. Phone No.: 6 , X Y),- 77.3 L1 14 - (o V JOBSITE INFORMATION: (*Indicates required information) • i *Name: IDAtv M -N D t`Z S o H v *Address: S' S C-0 K c L.A �.- *Cross Street: /YI A I,J 13,q Y Nw *Phone No.: _� Permit No.: Tax-Map District: 1000 Section:_]2i _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) l��TC� CN u�FNOV►9TaniS puTLc S Sw ;T"ft­y R•ecwe,9-rei - I (Please Circle All That Apply) , *Is job ready,for inspection: GE / NO. ough In Final - *Do you need a Temp Certificate: Y p YES( 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 Additional Information: PAYMENT DUE WITH APPLICATION f) 9 %-G .82=Request for Enspec6on Form J PERMIT# Address: Switches tit Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop l Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments pt'3kwcokv r -cc Ccc.H, nd be Axrd c,Wir,eot tti `� e o �-F1: A FC Jan 0414 04:50p p.1 Scott A. Russell �a° �v� James A. Richter, R.A. SUPERVISOR' Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.0.Box 1179 Q � 53095 Main Road �D O Telephone#: (631)-765-1560: Fax# 6 1, J E MICHAELCOLLINSQMViN.SOUTHOLD.NY.US O'�. >� jAMIE.RICHT I I L, WN.SOUTHOLDMMS, Office of the Engineer , JAN w 6 2( Town of Southold BLDG. DEPT. TOWN OF SOUTHOLD STORMPVAIER MANAGEMENT.CONTROL PLAN REVEEW COVE. ET, (TO BE COMPLETED BY THE APPL[CANT'Y . TO. ENGINEERING DEPARTMENT XWE AMAX T!!E FOLLOli7A�G� or.'.INF7)R�!?74N.•;:i FROM: BUILDING DEPARTMENT ❑ Copy of completed,Application for. Building Permit DATE: 4J , ❑ Stormwater Management Control Plan ,dy/ LCttr � APPLICANT'_ � Completed Chapter236 Stormwater S.C.T1A.�: /���i Z,V f � Review Checidist PROPERTY ADDRESS: ��� Cl�Y7 ���'PP�(��� ,�16zr��c��'Jy•� �!9 ?/ BRIEF ROJECI'DESCRIPTION: yfr 4 ff f, i I F R EN GI DEPARTMENT USE ONLY '° '` i � Reviewed By: Date: LLApp, Required t t ....._._._.... ....__._._...._.... 0,sU4F4t.rFo �� �4 ��� DATE: b TIER 23� APPLICANT: Stormrnrater Review Checklist S.C.T.M.M PHYSICAL ADDUSS; Stormwater Management Control Plan 1E eguirements' Yes No NA If No or NA Pleas 1. Plan drawn to scale of not less than GO feet to the inch-showing: formation description ofpropertyboundsiies a, location and b. total site acreage c. existing and natural and man-made features on and within 5(ro feet of the site bound as re:uired in 23647 C 2 . d, test hole data vindicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed oontouts of the site r (m9nimuai 2'interval) g. Iocation of all existing and proposed structures,roads, driveways, sidewalks drains a im rovements and utilities h. spot grade and finished door elevations for existing and proposed structures i..location of the swimnning pool discharge ring j. location of proposed soil stockpile area(s) QJlin w La<� k. location of the proposed donsfruction entranee/staging areas 1, location of the proposed:conome.washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements !'are sized to capture,store and infiltrate on-site the runoff from alI � irn ervious surfaces ene,WOILl3Latwozlnchrairtfall ,{ 3. Detail drawin s r 8 � �'Alnan ni'ovall provided for; a. erosion and sediment controls b.construction entrance f c. inlet.structures(e.g. catch basins,trench drains,etc.) d, leaching structures(e.g. ` ( gItration basins,swales,eto.) . 0 0 -' REVISED 7/24/2011 Jan 0414 04:58p P.1 12/38/2813 23--03 6317652702 - TM QLAUY PANE 84 "M A57Rtc ti law SE=om 73 SLOM.4 LoTma; S s9 IF 45l LOT 23 to FE LOT 22 LOT 24 lk� 4 Y tt VO IS le 09 k� co ;L WELL oil Loo 7., U.P. AREA 22.098.6 S.F. 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IIII IIII 1 • IIII I111 ------------------------- al. 1 1 1 l 1 1 •, 1 t 1 � 1 � 1 � 1 FOUNDATION PLAN- SCALE: 1/4" = V-011 ` DRAWN BY: MH ()F NEIV f, DE k 4/1/2015 0 "f . w ..�-- SCALE: 1/4,► = 1I_011 1 I 1 n , 4 1 1 i 1 1 ss ; . 1 � 1 •* HEET NO NP !j I I.� APR 1 I i 1 1 � 1 I 1 1 1 1 1 1 1 1 JU' 1 1 d �1 ----------------- 1 1 1 ' a • , 1 ' , 1 /• 1 1 i Design Services I 1 � ' 1 I www.mchdesignservices.com 1 1 1 phone: (631)298-2250 1 1 e-mail: michaei@mchdesignservices.com I � • 1 1 ; ; NEW 4" STEEL COLUMN ' ' ' (LOCATE UNDER POSTABOVE) 1 w/30"X30"X12"CONC.FTG. , 1 1 1 1 I 1 REINFORCED w/(3) #5 REBAR e.w. 1 1 1 1 1 1 1 1 1 1 1 ' •-----*-------------- ' 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ���'•R ,�r^� ti- 1 ' 1 1 1 1 1 1 1 t, j;°4trnt i'F�r{ I•,,`.� 1 1 � 1 IIII PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE W IIII CERTIFICATE OF OCCUPANCY A W ' ''� SOLDER USED IN ENATER F'--I --------------------------- rA SUPPLY SYSTEM CAN^JOTuj EXCEED 2110 OF 1 EAD. 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IIII IIII n 1 �` IIII IIII FEE: EY NOTIFY BUIMNG DI=F `��------------------------- 765-1802 8 AM TO n, (' FOLLOV41NG INSPECTIONS 1. FOUNDATION -111JO Kr C'u1IREJ FOR POURED CONCRLTE 2 ROUGH-FRAPtiING,PLUMBING, STRAPPING, ELECT RICAL &CAULK:"-) 3. INSULATION ' ' 4. FINAL-CONSTRUCTION &ELECTTRIC ,L 1 � FOUNDATION PLAN P,LL MUST CON,^PESTS FOR C O CONSTRUCTION SHALL I,ir ET THr E REQUIREMENTS OF THE Cr [S OF ,`:I- DRAWN BY: MH SCALE: 1/4" = V-011 YORK STATE. NOT RESP`'°i`., E FAR DESIGN OR CONSTRUCTION ERRORS. -----' 11/26/2013 �^ I 1 SCALE: 1/4" _ V_011 1 1 , 1 SHEET NO --, OF NEpi,y DE �4 i 1 _ w 1 1 1 1 1 1 A °• 0 2 V 1 1 1 / _ 1 ------------------------------------------------------------- 3-1/2X3-1/2 2.Oe PAPALLAM COLUM --------------------- -------------------- 00 WALL TO NOT BE REMOVED AT 0 cz, REPLACE EX.D OR 00 STOVE.VERIFY WALL w/ANDERS rn GLIDING WIN OW REDUCTION WITH OWNER I IL < 1 : M C H LL 110 Design Services 11-3 REMOVE EXISTING WALL REMODEL KITCHEN' x ry) I it �D INSTALL(3)1-3/4X9-1/2 ML OWNER �3 I FINAL LAYOUT PER www.mchdesignservices.com UNDER RRs PAD TO MATCH 1 0 Ln En REMOVE EXISTING DECK BOARDS EXISTING BEAM. phone: INSTALL NEW DECKING AND RAILING 50(631)298-22 - e-mail: michael@mchdesignservices.com INSTALL 3-1/2X7 (2)2X8 DF#2 HEAD R ABOVE 2.Oe PARALLAM COLUMIII 41 POSTTO SUPPORT NEW ............... UP G_�61E LINED BY OWNER) i. AND EXISTING BEAMS ------------------- 'LL LL P 1 10 REPLACE BRICKWORK Uj I I (INCLUDING STEPS) D REMOVE EXISTING DECK BOAR S i !I !I WITH DECKING (MATCH)" I, INSTALL NEW DECKING AND RAILING 1 __j < X11 I --------- --------- "Mumma d, x Uj LU I P;4 Uj P4 70 MI I Z i� Mx r) z M G) U z III M > Uj o 0 91-011 > rill! z — 6) Z 00 T-O" TA""kA �0 II WREMO rL EX.6 \il ' 0/ 0 0 0 CIM r EQ. �3 61 1 it 'EXISTING PLANTER TO BE ALTERED', FOR NEW STAIR BETWEEN I , .I Ii I, FLOOR PLAN SCALE: 1/4" V-011 DRAWN BY: MH II 11/26/2013 000lil­ 7 WALL LEGEND -011 SCALE: 1/4" 1' ---------------- I REMOVE EXISTING DECK BOARDS -------- WALL TO BE REMOVED INSTALLS DECKING, INCLUDING STAIRS EXISTING WALL SHEET NO NEW WALL OF N, J. ft C-) 0 NOTE: 0 DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL (P INT:2X4 4-1/2",2XIS 6-1/2",E)CF.:2X4 4-",2XIG 6" rn Ix DIMENSIONS OF NEW WALLS ARE FROM STUDS it EXT. I NT:2X4 3-1/2",2X6 5-1/2" 7 215 REPLACE DECK SEAT SURFACE-- --------------------- ---E------------------ 00k 7_7 1,7 .=1NREMODEL FINAL O� ALAY # _ LLI\ r M C H 4" 4" Design Services • O� O � O �4" O � � � :14" wWW.mchdesia phone: nservices.com J (631)298-2250 I . I I � ► I i � o I � � I Igo e-mail: EXISTING BEARING WALL michael@mchdesignservices.com r r r I TO BE CUT BACK. REPLACE' I 1 ' I I I l (3n 3/4 9� ML TH v#10 STAINLESS STEEL OR o1I•f`y' iI�I �II(lt Ij I�( rIi 1 1f I l�l I1��( 0O•.I''/( WISZ WED/ '1 a(•I �I I I I BEAM WOOD WASHERS@12 O.C. 12" 12"O.C. 1/2"APA RATED SHEATHING GRADE PLYWOOD (TERNATIVIVE'7/16"O.S.B.) APA RATED SHEATHING 1/2' GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) #10 STAINLESS STEEL OR GALVANIZED WOOD SCRE WAR@12WSOWC/ WINDOW SILLI SHE VW��1 II �uu 7� Z 24"OC 4" • . . COY . 4„ . .. ' CROSS SECTION w i ( I SCALE. 1/4 = 1 -0 W a Q Q • / ( 1 • I �•• I' ' w /l ' • �� V I On � ' r:) � 12"OC z 00 I I I I I 1 3/4"APA PLYWOOD l 1 SHEATHING 3"0 ROOF V • I I ` , • I I /•• • • ENT 3"fc7 ROOF VENT 0 e 1 • � I I cc I I ) I I • 2X4 DF#2II � �I �I STUDS / J / 1 1/4 1 1/2 1 1/4 1 114 . I I 1 • / I /� •. ' I • I ' (• p LAV. SINK / \ � I � W.C. / I D.W. 13. #10 STAINLESS STEEL SHO ER F.A.I. III I II I I i I) I OWOOD SCREWS R GALVANIZED OR BATH DRAWN BY: M H I t I I l I I WASHERS @ 12"O.C. I I I I 111 2 2 MULIIPLEPLYWOODASSEMBLIES C.O. I 30 1 1/4 I C.O. 11/26/2013 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL 3 OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. 3 SCALE: 1/4" = V-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 4 4"�I -�T AP OVED SHEET NO WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" HOUSE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SE TIC Y COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Q�� Al CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ci) �C,3- DEf,Q �O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. PLUMBING SCHEMATIC N.T.S. rn - a g fi I I LOAD PATH CONNECTION AND CONSTRUCTION D WINDDETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS www.mchdesignservices.com ENDWALL RAFTER WALL STUD hone: CRIPPLE STUD BOTTOM PLATE RIDGE (631)298-2250 a HEADER LEDGER BATHTUB DOUBLE JOIST e-mail: SIDEWALL michael@mchdesignservices.com 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 I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATIOV 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 ALL OPENINGS LSTA12 1-1/4"xl2"2Oga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1O LS21O 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING Ca24"OC WALL STUD THROUGH-ROOF EXHAUST V ol VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF CHIMNEY VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS t TAIN SIDEWALL FLASHING ILATION WOOD JOIST 0 FOUNDATION - - - TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING • STAPPING TO BE ATTACHED TO WALL STUDS C�4B'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER r/�1• FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'O"O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS 4'-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SCREENED VENT ON ALL OPENINGS ,'�+ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD r�, FLASHING TO FORM CHANNEL OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAVE A W INSTALL 4'0"O.C. � LOCATION USP NUMBER DESCRIPTION APPLICATION 8"-14" LSTA30 1-1/4"0O"18ga.STRAP AND JACK STUDS .' AND SO AS TO MAINTAIN AIR CONNECT TO uu ON ALL OPENINGS `� GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 06 INSTALL 4'0"O.C. / ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 4"- r� 116" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO V J EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ���,' KEEP ROOFING NAILS OUT v + ,�•� W r 2ND.FLOOR WALL OF FLASHING/ "�,' ROOFING LAPS BASE w H ' FLASHING 4 INCHES wW Q� BASE FLASHING WRAPS CORNERS, RAFTER ` RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING P4 \ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING '/'� SHINGLES AT BASE MIN.4 INCHES I THROUGH VENT u `J WOOD JOIST x TOP PLATE GIRDER/HEADER F:FT "I I SVE W,4LL FLo4SNING � O � 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Ca48"Oc WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD 0 �r.^^ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 470.C. AS TO FORM DRAINAGE CWANNELS AND v 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENr CAPILLARY ACTION F LOCATION USP NUMBER DESCRIPTION APPLICA'ION PRE-MANUFACTURED ON ALL OPENINGS CONNECTEACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'O"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS M 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS w ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE w TERMITE SHIELD I I SUSFLOOR SILL GASKET WOOD JOISTSCONC.SLAB O 6 MIL POLY V s ' I r 2x6/2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION C A \ . Y GASKET - -,-.`` i ' DAMPPROOF EXTERIOR ° BOLTED TO STEEL BEAM WITH A l GRANULAR FILL - - 6MIL POLY ON EXTERIOR - i I I/2"DIA. BOLTS•48"o.c.STAG. � STEEL COLUMN I p o V A ROOF JACK o v CONC.SLAB p °,° v // I I'�\ �` n n STEEL BEAM e ° C A COMPACT FILL ` 4"x 114"x 8"STEEL p ' p ° ROOFING LAPS �� TOP AND BOTTOM PLATE V ° a FLASHING AT WITH lit" x 6"ANCHOR BOLT KEYWAY FOOTING o / C,p p / CONC.FTG. p d'p L o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2"GROUT , _ o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p f% REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT ---' I ( I 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i l 10 GIPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM ,-, CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL DRAWN BY. MH CONC.LAB GARAGE I DOOR FRAME r 11 SUBFLOOR /26/ 2013 COMPACT FILL i DOOR G JOIST USE 2X8 " SLAE5 FOR BLOCKOUT STEEL BEAM SLOPE P.T.PLATE �k. W/4FiX WMM E —S 4'DRIYWAY NOTCH JOIST AND ADJUST HEIGHT SCALE. 1/4" — 1'-0" 1/2"AIR SPACE .1 1/2v •, ° (WITH A NAILING PLATE IF NEEDED) A END AND e •• . • • ., TO BE APROX.1/2"OR HIGHER THAN GRADE a '"--u--"--�--"--� a : c-C p DESOFWOOD ,� . : •. 0 4 e A STEEL BEAM TO ALLOW FOR SHRINKAGE c /° c ° a p BEAMS °n d•n ° • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SHEET N O p 12" �'t p �„ 6X6 W.W.M. a — — — —'e — C'° —11 C p •p _ MIN. %° '� °c ° a p a C.p a^ r ° e ' ���`NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM , "d n SUBFLOOR •/ n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM r °A DRAIN TILE I� ►I • REINFORCING BAR e # . C F 12" ° ;° SHEET METAL/30 FELT UNDER BEAM AT POINT L • • _ �{j� OF CONTACT WITH CONCRETE OR CONC.BLOCK .: TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)x4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " °A SHIMS TO LEVEL BEAM TTBQtTE1`i ) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3" ,' cf MINIMUM BEARING SURFACE FOR WOOD BEAM •;? r GARAGE DOOR BLOGKOUt m BEAM POCKET 2 I WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: M H GENERAL NOTE61).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL . -- x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING Design Services When a collar be is used in feu 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 tab TOE-NAIL ulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. F1. OF CONSTRUCTION 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TOE-NAIL Whone: deSjgnS@rvIC@S.COm for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4 8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE G PER N.Y.S. RESIDENTIAL AME CONSTRUCTION CONSTRUCTION GODS AND phone: 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 CURRENT SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOO PLANS GROSS SECTION AND GENERAL NOTES e-mail: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 michael@mchdesignservices.com meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. (LIVE LOADS PSF) ROOF (GROUND THAN LOAD) 20 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER 2-16d COMMON END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 WALL FRAMING: STAIRS 40 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL 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 QTY SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE L EXPOSURE CATAGORY ' A 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, NAIL v , 2-16d COMMON LOAD PAT14 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 (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 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 COMMON O.C. NAIL EGRESS Sym SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 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 16"O.C. FACE SEE FLOOR PLANS HEADER 16d COMMON ALONG EDGES NAIL (SMOKE t CO2 DETECTORS) 1 0 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 TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 'TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. in table 3.15a-b. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ^� U 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD W determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q W 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES /u� 2.4.4.2 and 2.2.4 respectively. QTY, SPACING MODERATE SLIGHT TO ``/s �� 20 LBS. 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry 9 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. LJ W I� Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON SHEATHING LOCATION NOTES y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2-Sd COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST w .. .CATHEDRAL CEILING END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9). BLOCKING TO: EACH TOE ■ Where a ridge is to be used as a structural beam,the rafters shall either be notched and INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-16d COMMON 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCK NAIL NOTE:2 FOR PANEL FIELD a 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.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 r , O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL V 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES. 3-8dCOMMDN ® 1�' 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mif polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON r/1 the below grade portion of exterior walls prior to backfilling. 9 9 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, V) BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O O SILL OR TOP PLATE 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMNDN FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1.4 V FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING- For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. t /'1 W 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTY SPACING I NAIL 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.For V IV Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shaft be 3 ft. o below rode.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 9 p g STRUCTURAL PANEL fad WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 00 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL SHEATHING LOCATION NOTES `rs ram., AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION SEE NOTES:1,3 BOTH FIELDS otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) O 7" O.C.EDGE NOTE:2 FOR PANEL FIELD where needed. GYPSUM 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 7"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. , openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES trr.1.L/s openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used, anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE F 6d COMMON 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) p g g g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10'O.C.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING /� 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. DRAWN BY: M H needed. HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and y requirements. 3) INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. /26/20 13 THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 11 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2.HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ) y y q Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall�heathing n t tt 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wal sheathing Fireblocking shall be provided in wood-frame construction in the following locations. SCALE: 1/4 = 1 _O 11).All bathroom walls to have 112"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to mainlain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as freblocking in constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. SHEET N O approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as ur at so OF N to be reduced toll-16d nail per foot, drop ceilings and cove ceilings. .� p J- 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r� S 9-®drg,4 0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclose !k �� under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free o L 1 flame and products of combustion. Ln, S).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. �f I