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HomeMy WebLinkAbout44872-Z gufF04e cd� Town of Southold 8/13/2020 0 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41349 Date: 8/13/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4800 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2020 pursuant to which Building Permit No. 44872 dated 6/16/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory-garage with storage above as applied for. The certificate is issued to Farrand,Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44872 8/10/2020 PLUMBERS CERTIFICATION DATED r u o Signature r� TOWN OF SOUTHOLD �o�suFFot,r�o BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44872 Date: 6/16/2020 Permission is hereby granted to: Farrand, Kathryn 47 Shoreham Rd Massepegua, NY 117587229 To: Construct accessory garage as applied for. Replaces BP# 41827 At premises located at: 4800 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 6/16/2020 and approved by the Building Inspector. To expire on 12/16/2021. Fees: PERMIT RENEWAL $168.80 Total: $168.80 I Building ector 4�$uFFo��co TOWN OF SOUTHOLD BUILDING DEPARTMENT ca a TOWN CLERK'S OFFICE o • IV 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#: 41827 Date: 7/20/2017 Permission is hereby granted to: Farrand, Kathryn 47 Shoreham Rd Massepequa, NY 117587229 To: construct accessory garage as applied for. At premises located at: 4800 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 7/17/2017 and approved by the Building Inspector. To expire on 1/19/2019. Fees: ACCESSORY $337.60 CO -ACCESSORY BUILDING $50.00 Total: $387.60 Buildin spector 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 Date. 2— 17—/ —7 New Construction: 1K Old or Pre-existing Building: (check one) Location of Property: &0 Iva # House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot /Z_e Subdivision rk/ Filed Map. Lot: Permit No. ( Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 sean.devlin(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathryn Farrand Address: 4800 Nassau Point Rd city.Cutchogue st: NY zip: 11935 Building Permit#: 44872 Section, 111 Block 8 Lot. 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 7pq A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Notes. " AS BUILT NO VISUAL DEFECTS " Acc Garage Inspector Signature: C \ Date: August 10, 2020 S.Devlin-Cert Electrical Compliance Form.xls a0 Uly hod olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 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: ftpcn�� imk I O� DATE INSPECTOR N O i holy 0 M`I,�c� 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: AA�& �/# d 9 6. DATE INSPECTOR �rjF SO(/ly o� 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) -000 r REMARKS: DATE Io 1 INSPECTOR O - 1 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ _]"YSULATIOWCAULKING A -- [ ] FRAMING /STRAPPING [ FINAL tau-• 6 �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ' �Yl/ 0 (qv" vv Sg-ik: it" sav ` DATE —INSPECTOR l����,�� V(lr - 61 ho�agf souryo� 7 Z !V 4tSrj u p4-- � # # TOWN OF,SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]ANSULATION/CAULKING [ ] FRAMING /STRAPPING ' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) 4" [ ] CODE VIOLATION [ ] PRE C/O 40'akcp AT- REMARKS: elarg"70 k f=rMAAvq eeg ba-g ker el _ A 1 r~ a/lp eve `ki�s¢/hen� iAsl� f ) ,tAAS4r J-u/ JIM &ACJ W rM 4 C a v /yl �►��_ �t �v is o � Pie,cti�' o T A Q� �d boy+ o reeA 19M�zo DATE INSPECTOR �o�aoF sours°� H 7 2 488 IV -SSA-v - o * f TOWWOF-SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] .FOUNDATION 1ST [ ] ROUGH PLBG.` [ ] FOUNDATION 2ND . [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [; ]' FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) G� 4� [ ] CODE VIOLATION ] PRE C/O REMARKS: tAfSF_EGT 001 O DATE e, 10 Zb INSPECTOR •- FIELD INSPECTION REPORT ATE COMMENTS dD �1/ p FOUNDATION(1ST) � Svrveu AV f4Aj ,.. ,r ------------------------------------- 'FOUNDATION(2ND) r '0�� �vr✓ A y � - �/Y4✓11 n � Q _ O ROUGH FRAMING& Z!- PLUMBING PLUMBING y r INSULATION PER N.Y. y STATE ENERGY CODE � °-- t'h- r v FINAL ADDITIONAL COMMENTS _ so p � sHCIF z �m b I p, ,z b H e � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,2044 Single&Separate DStorm-Water Assessment Form V Contact: Approved ,20� JUL 17 2017 Mail to: Disapproved a/c 1 61 BUMDING IDT Phone: � l � �� 7 CD Expiration ,20 TowN OF Sol In r APPLICATION FOR BUILDING PERMIT Date- '7-1/12 ,20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing co tri ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si re of applicant or name,if a corporation) y2 , A/0V (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propose ork will done: W'� S _i ` D House Number Street fHamlet County Tax Map No. 1000 Section !' 1� Block_ ' �(�- Lot "Ar 1 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 b. Intended use and occupancy C6P ctx 1j G 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (T—Abe paid on filing this application) 5. If dwelling,number of dwelling units 4 Y, Ntimer of d"wellmg�t7nits on each floor If garage, number of cars w'_' r ' -i.s 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Frontn..," ,,,-_r_ f.-._f-, , TRepth Height Number ofSGRe`'s E ' `.a 'zea7i�'t 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 Name of Former Owner 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 14. Names of Owner of premises Address Phone No. 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) COUNTY OF _4101-1 &OA� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the / (Contractor, e t, 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. Swo�rn�to before me this �—day of -5-y t- 20 Notary Public MARGARET C. RUTKOWSKI Signature of Applicant Notary PuNbllic, StateofNew York Qualified in Suffolk County Commission Expires June 3, �Q�q ©�UF ��� STcOIRLAMIWAT)EIK Scott Aa Russell SUPERVISOR AM A N A G 1E1W1EN T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES__"]C1E IS--PI OJEJ C7r—RNVOlLVE ANY—OlF'-'"T H[]E`-FO LL-OWIING: --.____...__-----_ Yes No (CHECK ALL THAT APPLY) []6'A. Clearing, grubbing, grading or stripping of land which affects more ❑dthan 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material ,� within any parcel or any contiguous area. ❑U C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[D"'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑®E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑E]-r Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date Dutnct p �t NAME fG(Q L �/ _9___ /09. / 7-17—j7 Section Block Lot x.= 1�0R BUILDING 11L:1'Alt" NIENT U41E OND' .,'. Contact Information .ftk Vburc WnAi {/ Reviewed By: � - �� - Property Address / Location of Construction Work: - - - - - - - -Dat 1 -7- - - - - - - - Approved for procebsing Building Permil- Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan ib Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 ��SVFFO(,4-�o BUILDING DEPARTMENT- Electrical Inspector �O Gy TOWN OF SOUTHOLD C:) Town Hall Annex - 54375 Main Road - PO Box 1179 y - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765- 50 ; ,_ Ol �' rogerrp_southoldtownny.gov seand(cDsoutholdtownny V- I APPLICATION FOR ELECTRICAL INSPECTION ti ` ELECTRICIAN INFORMATION (All information Required) Date: 'r V, . � Company Name: Name: License No.: email: � 1 Address: Phone No.: JOB SITE INFORMATION ,(All Iirformation Required) h 4 Name: � �`� �� ����"� •&�� '�'�`'� �; ``� �� ";_g. gk�° Address, rat V {` Cross Street`' '}q�f • Yrs a v ' `� '�' t ,R�' Phone No.: ,, } BIdg.Permit#: iFn'!:)- email: Tax Map District: 1000 Section: Block: Lot: ` —BRtEF DESCRIPTION OF WORK(Please PrimI� iy� t r Circle All That Apply= Is j b �,dil�f©r,iaspecfa" r?:`° °��� ( S,� � oi��ka}fin '" 1 F ". Do ��I t..need a Temp Certificate?: YES /, NO Issued On t is Temp Information: (All information required), Se`!-rice Size 14 3 Ph Size: A #Meters O(cMeter# ' �x �' t t ` rvice Recon ec'ted Unde �xrnd - O eflaSe`' New Service - Fire Re�onnec Flood eco n r o a # Underground Laterals 1 2 H Frame Vole Work done on Service? Y N Additional Information: t ' :t IA�yfiAl [ 'f Cl` E)IYVIfi1-( APPLI3-041 Request for Inspection FormAs sw I, ��:► l - ........... ... .. .........:.... ... a___�..-..z..._. ...: �. .._ ,--»,u:/w/,.././._��-_.�./iq/ .• -__„....�,.,., ..».1, ,.. .........,_..... .,.. w _. . .. � t�} 4. ._. ,.........,.3 �,, -.r,. .` 1 91, _ _ .-,_.-_ ...-.._ ,.._/.. _ `l��O V `e"�, ���.! �.-�:'Y_ ` ,. :�; i�f�i 3 r ,_ .1 r�• _-'1 .J- 4 4+i x I �oSUFF0L,4-�o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375-Main Road - PO Box 1179 CD - Southold, New York 11971-0959 -<?, 4,- �p� - Telephone (631) 765-1802 - FAX (631) 765-6502," rogerrna southoldtownny.gov seand(a southoldtownny:gov ; APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AI( Information Required) Date: Company Name: j s Name: License No.: email: ; Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: r Y , Address: &cA& Ai es rook 0 Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District:, 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly): Circle All That Apply: Is job ready for,inspection?: 4 YE,S / NO Rough,In - Fjnal Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect,- Flood Reconnect ' Service Reconnected - Under'gr' - Overhead. ' # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT`DUE'WITH APPLICATION' t e Request for Inspection Form.xls sw all 00 � �� sv .� `J�J(�v C'i� ennrale, 2rC V4'e r J u "Ic, Gpail Lg — vSe �1 �reen (,✓� �e ��� �14�c SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-111-08-12.1 SCALE. 1'=30' JANUARY 12, 2012 JUNE 15, 2012 (PROPOSED SEP77C SYSTEM) NOVEMBER 2, 2012 (PROPOSED ADD/7/ONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) MA Y 7, 2014 (FINAL SURVEY) YAGGARINO APRIL 19, 2017 04-,9-20,7 JUNE 15, 2017 (PROPOSED GARAGE) JUNE 26, 2017 (PROP. CONTOURS & ELEVA77ONS) /ol�p 0 Ln ����G ogON� G r W r- r Q Os R /. N ASPHALT W �y g1� NOI FE�G ° -' � _7 z 10 5 05 °;� 29'3 °° Y N *t�% �' RAIN RUNOFF CONTAINMENT V P ..i � � -w-\- PROPOSED GARAGE + DRIVEWAY 2.0'' ABLE) NA F� N ° �, N W s PROPOSED C�ARAC�E = 5`14 SQ.FT. P o I Exs�%" 10 T o i - � O 591 X 1 X 0.17 101 CU.FT. c� ROH UNDE�ONY N o .-� 922/22.3 = 4.5 VF +/ \O x PROVIDE (1) DRY WELLS 8'� X 5' DEEP 0 ST OR EQUAL _7gE ,j3.') .-• DRY WELL CONNECT TO GARAGE ����i �Z�'� I m �P ap 3' N WITH GUTTERS + LEADERS `` O m �� nb. -30 PROPOSED DRIVEWAY = 2943 5Q.FT. - 16.0' � W / OT 15p �R 1 T __ - 2`14.3X 0.1 X 0.17 = 501 CU.FT. �" PA110Hoy `b=pp0` ^ a 501/42.2 = 11.9 VF °5s _ C p 5 ORI / ___ OONORE� SIDEWALK POOL WgOROUND PROPANE PROVIDE (1) DRY WELLS 8� X 12' DEEP o `- EQUIP• TANK OR EQUAL SHED o © / z MF D.{ WITH GRATE W _ � tJ W/D N0�• / `11\\ 62.8 — 10.7 68 IVEWAY cR� � ��N IOpNORE� 7p,9 70 fou pR / x polo R CREW SE \x P aW p0 E T 149 N��� o PROP �0 \ LO o f \ o 7130 -v 22 O l4 70.1 pos-T VEE F E 6 6.2.6 `\ mx 020 n .8 I 10.9Ln ow ' 3 4. m" v \78 O W OD RETANING WAIL Z 1 A 0.6 \(,).2:S) x posT &WIRE DEE FENCE - x 1 c OONO E``g0.7S78'362D W OT 148 WATER) v� L,IH U13LIC 0.3 E/0.5 �DyyELLINO P 0 CEKT I F I ED TO- KATHRYN FARRAND 5TEWAKT TITLE INSURANCE COMPANY ® =MONUMENT ADVOCATES AI35TKACT (AC)A-03097-5) • =REBAR SET ® =STAKE SET TEST HOLE DATA ,��OF NEtV BY McDO ELEVATIONS ARE REFERENCED TO N.A.V.D. 1/ �4E1 11/G20SCIENCE g�P �.� `2 LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU PROPOSED NEW CONTOUR 70.9 BROWN SILTY SAND SM PO/NT OWNED BY NASSAU POINT CLUB PROPt=RTIES, - 2.B INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. PROPOSED ELEVATION 70.9 A . PALE BROWN FINE TO MEDIUM SAND SP '+ ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A WOLA77ON " Y. . S. LIC. NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. �PECON/C SbWEYORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FlCA77ONS t7 (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=46 045 SO. FT. P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR TO TIE LINES 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 07-13,2 CONTINUOUS RIDGE VENT 112 11/2 12 12 CX4 CX 4 11112 F_ C 4 C 4 11112 1 J ShfffQ@ TIF 9 FK in N — FASCIA BIDS TO HAVE _ ALUMINUM TRIM COIL. PROVIDE ALUMINUM LEADERS &GUTTERS.TYP. SOFFITS TO BE VENTED DECORATIVE DE'ORATIVE DECORATIVE DECORATIVE VINYL BEAD BOARD PANELS WOOD BRAC ET C 4 W OD BRACKET WOOD BRACKET C 14 WOOD BRACKET 2'-0" 2'-0" 8070 RAGED R 070 GAR GE D00 4"X 4"POST E I S CEDAR I I L W/DECO COLUMN I RE I S IMPRESSIONS 0000 0000 u. GRAD5 GRADE GRADE GRADE GRADE GRADE i L__DROPPED FDUNDATION_______� DR PED FbUNDATION—_—_J i i 8"CONC FOUNDATION WALL 8"CONC FOUNDATION WALL i 8"CONC FOUNDATION WALL i ----- 16 x 8 CONC FOOTING W/2 x 4 KEY. 16 x 8 CONC FOOTING W/2 x 4 KEY. r 16"x 8"CONC FOOTING W 2"x 4"KEY. -Ll ----------J PROPOSED FRONT ELEVATION PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" z 0 w SEAL r SEHN. T ��. Off , Y NOTE CONTINUOUS RIDGE VENT (2)8d COMMON NAILS IN EACH END 1.BUILDING DOES NOT ENCLOSE ANY HEATED OF 11/4"x 20 GAGE GALV.RIDGE STRAP. _ OR C00-ED CONDITIONED SPACE IN ACCORDANCE (AS PER TABLE 3.6A OF WFCM) CONTINUOUS RIDGE VENT WI N1101.2.5.2. PROVIDE 18 GA.COIL STRAPPING RIDGE AS PER PLAN 2.DETACHED GARAGE SHALL COMPLY WITH @EACH R.R.OVER RIGID EXTEND 16"DOWN. RESIDENTIAL CODE OF NEW YORK STATE 6HINULLb _j 2"x 10"RR 16"oc 12 - 112"PLYWOOD SHEATHING 111/2 _ #15 FELT FLOOR JOISTS AS PER PLAN WI � ASPHALT SHINGLES(AS SELECTED BY OWNER) 314"PLYWOOD SUB-FLOOR w bFHAL I 2"x 4"1 STUDS 16"oc 2"x 10"RR 16"oc 112"PLYWOOD SHEATHING 112"PLYWOOD SHEATHING VAPOR BARRIER #15 FELT — CEDAR IMPRESSIONS ASPHALT SHINGLES(AS SELECTED BY OWNER) FASCIA BIDS TO HAVE ALUMINUM TRIM COIL. - (3 )8d COMMON NAILS IN EACH END � 1— PROVIDE ALUMINUM LEADERS OF 11/4"x 20 GAGE GALV.STRAP. &GUTTERS.TYP. (AS PER TABLE 3.46 OF WFCM) 1'0" SOFFITS TO BE VENTED lodw , 24"OVERHANG } Z C 4 CX 45 C 4 VINYL BEAD BOARD PANELS 3"CONTINUOUS SOFFIT VENT PROVIDE HURRICANE CLIPS z t.-' FROM TOP PLATE TO ROOF RAFTERS 0) ct1 TYP FOR ALL. BY SIMPSON OR OC SPEW-EQUAL TWO CAR GARAGE 2 2"x 4"TOP PLATE z SEE GN-1 FOR STRAPPING O� W� 2'0" - 4"THICK POURED CONCRETE SLAB WITH 2"x 4"PRESSURE TREATED STUDS 16"oc 6"x 6"x 1.4 x 1.4 WWM REINFORCING 112"PLYWOOD SHEATHING(1 ST 4'-0"PRESSURE TREATED) V N OVER 6 MIL VAPOR BARRIER OVER 3 VAPOR BARRIER R.C.A.COMPACTED BASE. CEDAR IMPRESSIONS PROVIDE 18 GA.COIL STRAPPING GRADE, GRADE 16"O.C.UP 12"LONG TYP.FOR - PITCH SLAB TO FRONT EACH STUD. SILL SEALER 8"CONC FOUNDATION WALL i SEE GN-1 FOR STRAPPING GRADE A TERMITE SHIELD q i i ANCHOR BOLTS SEE DETAIL THIS SHEET TO BE INSTALLED 12"MAX.FROM ENDS OF EACH PLATE FL----------------------------------------------------------------------- m ----------16"x 8"CONC FOOTING W/2"x 4"KEY �� �' GRADE SECTION&EXTEND 7"MINIMUN INTO CONCRETE. Q `� 2-2"x 4"CCA SILL � Oz Q co 8"POURED CONCRETE FOUNDATION WALL v o I CONCRETE"T"FOOTING B.O.F.MIN 36"BELOW GRADE ~ v 4"POURED CONCRETE SLAB ON UNDISTURBED BASE Q w/6x 61.4/1.4 W.W.M. U w II PROPOSED REAR; ELEVATION v _ Q � 1/4"=1'-0" v ul ~ z 0 Q r BUILDING SECTION A 0 W ri �l1 m A-2 a z a F- 0I 1- DWG NO CLIMATIC, AND GEOGRAPHIC, DESIGN CRITERIA REFER TO TABLE R301.2(l)OF THE RESIDENTIAL CODE OF NEW YORK STATE IBC C7N ,�L. NOTES WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN SPLICING OF TOP PLATE DESIGN WINTER ANNUAL GROUND a TOPOGG BORNE-BORNE CATEGORY FROST LINE DESIGN UNDERLAYMENT HAZARD FREEZING TEMP SNOW LOAD SPEED RAPHIC WEATHERING, TERMITE TEMP REQUIRED INDEX TOP PLATE SPLICE LENGTH MPH EFFECTS DEBRIS DEPTH GENERAL FASTENING 5GHEDULE OP PLATE SPLICE REQUIERMENTS OP PLATE SPLICE REQUIERMENTS GENERAL: 1 MILE B 3FEET MODERATE 15° YES CONTACT 599 51° FOR WIND-EXPOSURESB&C- FOR WIND-EXPOSURES B&C- 20 PSF 130vult NO FROM THE SEVERE BOF TO HEAVY BLDG DEPT R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC ALL OTHER CASES ONE STORY SLAB ON GRADE 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE (177.1 kmlh)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. DIMENSION ft 2. ALL WORK SHALL CONFORM TO N.Y.S.,AND LOCAL BLD.CODES ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 IMC 309.1)SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING ( .) LENGTH(ft.) DIMENSION(ft.) LENGTH(ft.) 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2015 IPC APPDX D)ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0" 2'-0" 12'-0" 3'-0" DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ASCE?-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B.USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS(2015 WFCM); 16'4" T-0" 16'.0" 4'-0" THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE ANDJL CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY TOWN OF 15LIP 15 WITHIN A HURRICANE PRONE REGION ALLOWABLE 20'-0" 4'-0" 20'.0" S-0" ARISING THEREFROM. STRUCTURAL MEMBER DEFLECTION 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS MINIMUM UNIFORM D 15TR1$UTED DE515N LOADS RAFTERS HAVING SLOPES GREATER THAN U180 \ 24'-0" 4'-0" 24'-0" 6'-0" WITH NO FINISHED CEILING ATTACHED To [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE] RAFTERS 28'0" 5'-0" 28'-0" 7'-0" FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. :1c 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. USE LIVE LOAD DEAD LOAD INTERIOR WALLS AND PARITIONS H/1 80 32'-0" 6'.0- 32'-0" 8'-0" 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS 0360 EXTERIOR BALCONIES 60 psf 10 psf 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-0" 7'-0" 36'-0" 9'-0" TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, ALL OTHER STRUCTURAL MEMBERS L1240 Aad AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. DECKS 40 psf 10 psf ,q8 CONNECTIONS USING 2-16d NAILS PER FOOT,FOR SHORTER SPLICE HI360 40'-0" 8'0" 40'O" PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN EXTERIOR WALLS WITH PLASTER OR LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, STUCCO FINISH PROVIDE AN EQUIVALENT NUMBER OF NAILS CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf EXTERIOR WALLS-WIND LOADS WITfR 50'.0" 10'-0" 50'-0" 13'-0" LI240 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC..AND IS ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf BRITTLE FINISHESq 0 INTERIOR ZONE EXPOSUER B 60'-0" 12'-0" s0'-0" 16'-0" FOR THE ONE PROJECT NOTED HEREIN ONLYEVEN IF THIS PROJECT IS NOT ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITR L/120 ONLY(EVEN ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 7D'-0" 14'-0" 70'-0" FLEXIBLE FINISHES ® CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY SLEEPING ROOMS 30 psf 10 psf HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC.R.A. STAIRS 40 psf 10 psf NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. NOTE: - GABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY H/8 80'-0" 16'-0" 80'-0" 22'-0" 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND GUARDRAILS AND HANDRAILS 200 psf 10 psf 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL IS RESPONSIBLE FOR DESIGN INTENT ONLY. a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 ROOF LOADING(LIVE=GROUND SNOW LOAD ATTIC TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf 15 psf FOR OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. RESIDENTIAL CODE OF NEW YORK STATE) AT 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 5TRAPPIN6 5GHEDULE A TO BE FOLLOWED. NOTE:THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED (SEE SECTION FOR STRAPPING AND REQUIREMENTS. L CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE U3 I j U3 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. ROOF 4 GE I L I N5 FRAMING 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION RAFTER TO TCP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER SHALL BE IN ACCCORDANCE WITH SECTION R316. ** 1 11 * * j_NO NOTCHES _j p 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND CEILING JOIST TO PLATE(TOE NAIL) SEE DETAIL PER JOIST NAILING AND STRAPPI N5 „ALL STRAPPING TO BE 1 4 x 16 GAUGE STL D/6 MAX. 1 PERMITTED 1 EXTERIOR WALL COVERING SHALL BE:IN ACCORDANCE WITH SECTION R703 CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP SIMPSON EQUIVALENT- CS16Z (COILED STRAP) I I 16.THIS PROJECT COMPLIES W/THE 2015 WFCM AND CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 2-16d COMMON EACH LAP 12" MIN. BEARING i iTrD/6 MAX. MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, COLLAR TIE TO RAFTER(FACE-NAIL) SEE DETAIL PER TIE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END CARPENTRY: RIM BOARD TO RAFTER(END-NAIL) 2-16d COMMON EACH END AT RAFTER TO RIDGE CONNECTION @ EACH FLOOR JOIST-CENTER CUT WALL FRAM I N5 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP D14 MAX. 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) FOR NOTED COLLAR/CLG TIE- 3 10d COMMON NAILS @ EA. TOP PLATE TO TOP PLAT(FACE-NAIL) 2-16d COMMON PER FOOT 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-16d COMMON JOIST-EA.SIDE -j 12 D 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD STUD TO STUD(FACE-NAIL) 2-16d COMMON 24"O.C. 2-2"x6" U.O.N. HEADER TO HEADER(FACE-NAIL) 16d COMMON 16"O.0 ALONG EDGES ALTERNATE j SIMPSON STRONGTI H7Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. @ 16"O.C. Dl3 MAX. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-16d COMMON PER STUD COLLAR TIE 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, , FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 0 2-16d COMMON PER FOOT FOR TOENAILING- 5 B d COMMON NAILS 0 END JOIST,OR BLOCKING(FACE-NAIL) FOR C.J.TO R.R.- 11 16 d COMMON NAILS F U 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) � ( OR 5 PITCH) FLOOR FRAMI N5 ALTERNATE 9 �6 d COMMON NAILS(FOR 8 PITCH) MAX.D FROM w 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. CEILING TIE FOR CLOF EA.PLATE TO PLATFORM ABOVE- 1 16 d COMMON NAILS @ 16"O.C. SUPPORT FLOOR JOIST-END CUTS JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-Sd COMMON PER JOIST 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ MODELS NUMBERS ON PLANS. BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END SEAL 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE.IN CONFORMANCE WITH N.Y.S.CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET BLOCKING TO SILL OR TOP"LATE(TOE-NAIL) 3-16d COMMON EACH BLOCK OHNE (5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)WI LEADGER STRIP TO BEAM(FACE-NAIL) 3-16d COMMON EACH JOIST AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. �`, ." qo MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED (ONLYAPPLICIABLE FOR TWO STORY CONFIGURATIONS]: - Dl3 MAX. ;. O FOR TOOLS BOTTOM OF OPENING a!44"MAXIMUM A.F.F. JOIST TO LEADGER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST " FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP Y 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R613. BAND JOIST TO JOIST(END-NAIL) 3-16d COMMON PER JOIST @ FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO ,,.�;��' '�-" ^� C'' ALL GLAZING SHALL COMPLY WITH SECTION 8308. BAND JOIST TO SILLL OR TOP PLATE(TOE-NAIL) 2-16d COMMON PER FOOT ALTERNATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 ROOF 5HEA7HI N5 CONFIGURATION RAFTER CEILING JOISTS 12. MOISTURE VAPOR BARRIER IS TO BEE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE STRUCTURAL PANELS: (SEE GRAPHICABOVE) INSULATION IN ALL FRAMED WALLS, FLOORS,ROOF AND CEILINGS COMPRISING INTERIOR ZONE 8d COMMON 12"O.C. ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. PERIMETER ZONE 8dCOMMON 6"O.C.GABLE WALL EDGE ZONE 8d COMMON AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION @ 16"O.C. Dl3 MAX. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. GE I L I N5 5HEATHI N5 t FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP ELECTRICAL: GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD FOR CLOF EA.PLATE TO PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE WALL 5HEATHI N5 a 2 IN.MIN.FROM TOP RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. STRUCTURAL PANELS 8d COMMON 6"EDGE 112"FIELD AND BOTTOM OF JOIST 2. CONTRACTOR WILL FURNISH A FIRE:UNDERWRITERS CERTIFICATE UPON COMPLETION GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10'FIELD a 4-mm"..,TP4 PIPE OR CONDUIT OF WORK. FLOOR SHEATH I N5 (SUBFLOOR) ° (OR EQUAL) D(ACTUAL DEPTH) y 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 33-42 w AND LOCAL BUILDING DEPARTMENT. STRUCTURAL PANELS ° = UJ 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R313. 1"OR LESS WCOMMON 6"EDGE 112"FIELD GUTTING Df�ILLINS AND NOTCHING DETAIL U ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. GREATER THAN 1" 10d COMMON 6"EDGE 16^FIELD TYPK& =ON ®RTAILS OF JOISTS 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RM1502 * * 1-MAX WALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B&SPACING @ 16"O.C.IS 14 FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. TABLE R301.2.2.2.1 FOUNDATIONS, CONCRETEAND MASONARY: 8" DEAD LOAD NAILING 4 STRAPFING ® EXTERIOR WINDOW/DOOR HEADERtt1 it CONCRETE WALL 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. ROOFICEILING ROOK LOADG - DEAD LOAD DEAD }- 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. WALL SUPPORTING 15 PSF OR LESS 25 PSF II-} z 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO = 5/8"A.B.@ 45"O.C.WITH ROOF ONLY 1.0 1.2 Z F- 3"X3"X 114"PLATE WASHER ROOF PLUS ONE STORY 1.0 1.2 In (r RISE MAX) - FASTENING 5GHEDULE B 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON PLANS. (U.O.N.) 2"x6"SILL PLATE Z ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS TOP PLATES O V III(amu 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF CONCRETE WALL A [IN ACCORDANCE WITH WOOD FRAME V 111_z FRAMING OR PROPER BRACING IS IN PLACE. CONSTRUCTION MANUAL 2001 EDITION1 JJ J 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. o N NOTATION BORED HOLE MAX. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. D ROUGH A B C D E F DIA.40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/112"SPACE @ 3112 FOR HOLD-DOWN ANCHOR OPNS OF STUD DEPTH SIDES AND ENDS. U.O.N. 518"X12"ATR ANCHOR B E 2'-0" 2 1-2"X4" 1 1 1 1 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF MIN.5.5"EMBEDMENT c SET IN ACRYLIC TIE 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. El ADHESIVE(AT) 4'-0" 4 1-2"X 4" 2 2 2 2 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 518^MIN.TO EDGE Q 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH o _ s'-0" s 122°a4- 3 3 3 3 -� O O MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. F 8'-0" a 22-2"X4" 3 3 3 3 ° 518"MIN.TO EDGE J m 1 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. �, N 1-2^x 6" 1r RIM JOIST NOTCH MUST NOT IL 0 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND M 7" 5" 1a'-o^ 10 2 2"x s^ a 4 4 4 EXCEED 25D OF l l Z O EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE STUD DEPTH W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 12'-0^ 12 2-2"x s" 5 a 5 aIF 1'-O" 2'-10" a, BORED HOLES SHALL NOT BE OF HOLE IS DEPTH ETHEN0STUD MUST BE Q Q 0 0 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION LOCATED O THE SAME CROSS _ FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SECTION OF CUT OR NOTCH IN SECCESSIVE DOUBLED AND STUDS RIE THAN TWO (n Z 11 CODE LIMITS. ° JACKS&KINGS STUD AND SO BORED ARE DOUBLED w FOUNDATION ANCHORAGE DETAIL. WRAPPED UNDER � � � Q �t 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. SILL PLATE PLAN VIEW O } I" U) \ NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Z U Q 1r (AS PER 2015 WFCM TABLE 3.2C) NOTATION: "ANCHOR BOLT @ 34"O.C.FOR 1-3 STORIES A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) DRILLING AND NOTCHING DETAIL o llu w Q v w m 1.MIN.7"EMBEDMENT INTO CONCRETE B-NUMBER OF SILL STUDS ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.23B,P.193) w � Q 1 w/3"SQUARE WASHERS AND END NUT SETUP C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLES 3.23C,P.193) OF STUD5 a Z U ¢ o r 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER OR REPLACED BY HOLD DOWNS FOR SHEARWALLS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) DWG NO 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLES 3.22F,P.191)ASSUME DBL.HDR. TO 12'MAX.FROM ENDS OR CORNERS F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.157)&(TABLE 6A PAGE 316) ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY