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HomeMy WebLinkAbout46095-Z SufFo��•. 010 Town of Southold 6/6/2021 P.O.Box 1179 0 co 53095 Main Rd oy o�° f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42052 Date: 6/6/2021 THIS CERTIFIES that the building ALTERATION Location of Property: 705 Highland Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2018 pursuant to which Building Permit No. 46095 dated 4/16/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ---alterations, including finished basement with wet bar(no cooking)to an existing single family dwelling as applied for. The certificate is issued to Miller,John&Florence of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46095 5/7/2021 PLUMBERS CERTIFICATION DATED 5/5/2021 John&. Miller 0 VT (Iiz(Si nature �sufFajK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT N z 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#: 46095 Date: 4/16/2021 Permission is hereby granted to: Miller, John 705 Highland Rd Cutchogue, NY 11935 To: Make alterations to an existing single family dwelling as applied for. Replacees BP#42322 At premises located at: 705 Highland Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-1 Pursuant to application dated 4/16/2021 and approved by the Building Inspector. To expire on 10/16/2022. Fees: PERMIT RENEWAL $665.00 Total: $665.00 Bu ding nspector S 01 ole TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 42322 Date: 1/24/2018 Permission is hereby granted to: Miller, John 705 Highland Rd Cutchogue, NY 11935 To: make alterations to an existing single family dwelling as applied for. At premises located at: 705 Highland Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-1 Pursuant to application dated 1/16/2018 and approved by the Building Inspector. To expire on 7/26/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,280.00 CO -ALTERATION TO DWELLING $50.00 Total: $1,330.00 Building Inspec or OF SOUT�OIo �� �yUOUM`I,Nc� Z 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 soujyo o �ycouMv,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLRG. rFUNDATION 2ND [ ] INSULATION A / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4myo L4 Lwll dol CADATE ?e g INSPECTOR �o��pf SOUlyolo N o o�'Y�OUM'1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fa—vo/ DATE >1J g INSPECTOR of souTyOlo * # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST : [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL #4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 04 .. �► s Phr.Q,� w C�ici�fS � l DATE INSPECTO Lt SOUTyOIo l0 l o 5- 41roq, .,A./� T # # 5" TOWN OF SOlJTF10LD BUILDING-DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST j ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� �� ,�C �./� T_ 0 70— DATE S INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ d FOUNDATION (2ND) z b t g �� •rw Ok C sq►�C�' o ot4At, !1v,- CA041A U . ROUGH FRAMING& �y PLUMBING W 319 Rn� INSULATION PER N. Y: STATE ENERGY CODE AN m C"b CAI vK o FINAL jA-- 0 ADDITIONAL COMMENTS q1 0 Z Zo �m 4_ l .0O Zs r / 0 e y y .TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ward of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. _ Trustees C.O.Application Flood Permit Examined -,20D L���: ?t �:�/ Single&Separate Truss Identification Form JAI 1 6 201 Storm-Water'Assessment Form % Contact: Approved 20' FS`1;=�, �. = s Mail to: �°OW OF SOIUTHOL1D Disapproved a/c , Phone:. 734 d Expiration ,20 �01!/� 631 &-fcj 7,5� Buildini Inspec APPLICATION FOR BUILDING PERMIT Date I ZJ 0 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance.of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (SignqO&e of applicant or name,if a corporation) a 61hlyvll� (Mailing address of applicant)/,// 35' State whether applicant is owner, lessee, age t, architect, ngineer, general contractor, electrician,plumber or builder Name of owner of premises -�0 (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 propos d work will be done: `70 5 P +16 H L-41Q Q fZ-r) GvJ-�I'Hyo v;E- House Number Street Hamlet County Tax Map No. 1000 Section 102- Block 0 Lq Lot 01 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises ses,ar�d�nteended use and occupancy of proposed construction: a. Existing use and occupancy (� ,LA b. Intended use and occupancy '&�q u✓` � A��d 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 6. If business, commercial or mixed occupancy, s ec 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: Fron "wear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r 4.- o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy 13. Will lot be re-graded?YES NO;! Will excess fill be removed fro premises? YES NO 703111e:H-#Ni4?> 14. Names of Owner of premises Address GafAOX110 NY Phone No. ffd Name of Architect 12 Z-Address Phone No A.71,77�t 2 f 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 VQUIRED. 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 NOtV^ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF�Ul -S0' -/&/te K ( C eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the , (Con actor,Agent, Co orate 0IW er, 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 o 20_ffl 4AnAAafTRACEY L. DWYER ,� NOTARY PUBLIC,STATE OF NEW YORK NotaryPtWlic NO.01 DW6306900 �Si of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2P9 yQt,�c BUILDING DEPARTMENT- EI �Vg o� TOWN OF SOUT40 7717,, t Town Hall Annex - 54375 Main - PO Box 1179 Southold, New York 1 -09N 2 5 2018 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.rich ert(a)-town.southoId. 1RPT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: S /� Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: '7plelw �> fVl//4W Address: Q5 D,# ep - Cross Street: &&& XOI#,b Phone No.: 3 36—'2 Bldg.Permit#: � a L4 (9 t) email: f Tax Map District: 1000 Section: D,7— Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: `Y-ES O Issued On 11 Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N 7) _J Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs PERMIT# Address: Switches Outlets l (I GFI's Surface Sconces H H's � � I UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW 'er<ce Carbon Micro Generator Combo Cooktop Transfer AC AH Mini 1 Special: Comments (n-k Town Hall Annex { M Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Z L Ls I BUILDING DEPARTMENT TOWN OF SOUTHOLD a MAY 7 2.021 CERTIFICATION Date: Sv Building Permit No. aD�j; Vey (Please print) Plumber:S "]� A &k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of , 20 gjATEpF�'� DeboaAOrlowaki * 'Ko Notary Public,State of N.Yok r *= No.01OR62MYn Notary Public, ' `'..,( t rl#y QualiW in SuffiWk County WINmom03/13/20, ''annua� pF S®Ups®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a7town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Miller Address: 705 Highland Rd city,Cutchogue st: NY zip: 11935 Building Permit# 46095 Section. 102 Block 8 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Home Owner License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceding Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel 1 A/C Blower Range Recpt Ceding Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 4'LED P1 Exit Fixtures [] Pump Other Equipment Sub Panel - 6 Circuit Notes " AS BUILT NO VISUAL DEFECTS " Finished Basement Inspector Signature: m Date: May 7, 2021 S.Devlin-Cert Electrical Compliance Form As 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: ocation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate l 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$15.00 Date. .]z 4--] ' New Construction: ffOld or Pre-existing Building: (check one) Location of Property: 7©5 House No. Street Hamlet Owner or Owners of Property: ��TA-4— Suffolk County Tax Map No 1000, Section a Q 2 Block 196 Lot 0 Subdivision 2 Filed Map. Lot: Permit No.AD 3 Date of Pennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_� (check one) Fee Submitted:$ U plicant Si nature a �oS�F�otk�Q Town Hall Annex �+7` ° Telephone(631-1802 54375 Main Road _-,a - Fax(631)734-9502 P_O.Box 1179 c� z Southold, NY 11971-0959 BUILDING DEPAMtlll•ENT NOTICE OF UTILIZATION.OF_TRUSS TYNE C4aSTRU T- tQN. PRE-ENGINEERED IfOOD G STROCTION"WT;IIIBER CC N xTRUCTION Date: ?r'j Owner._ Location of Property: 6 r . t- GUX r: - - Please take notice that the (check r tine): - New residential uc>krre y r s• Addition to exist dential stri : -'J e Rehabilitation tp ar.�A-Ast,der al s#me ie Y S'a to be constructed or performed at thy* hit�0�i1Qi above will utilize (check applicable line): Truss type copstru, Pre-engineered - Timber constructionRF—A-f AW in the following location(s)(check applicable line): Floor framing, ft diudit g; l der ,tiT tiffs( _. Rooffrar�in�Floor id _ .in F p. � - l, AI G �- Signature: ; Name (person.submitfing trhip forir): S Capacity(check applicable line): Owner _ Owner representative TrussResReg15.docx Effective 1/1/2015 Scott A. Russell ®SO /r S'7C'0]kMWA\TIE]k SUPERVISOR AMIA\NAG IEMIEN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOIF,S THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: 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. El , B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted , on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T,M, #: 1000 Date. &JJI ����)) /District z- 101- o NAME % � !L A21 (7 —_ Section Block Lot 7S 1 A� k **FOR BUILDING DEPARTMENT USE ONLY "** Contact Information y Q 76,ph-N mhm Reviewed By: 1117 Al A1 10 Property Address/ Location of Construction Work: _ _ — — — — — Date_ 1- �fp- � O 1� o [ � Approved for processing Building Permit. ` Stormwater Management Control Plan Not Required. ' ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 - r — John Miller 7O5Highland Road Cutchogue, NY1193S ' . April 1,2021 Southold Town Building Department POBox 1179 . S3O95Main Road Southold, NYl1971 Re: Permit Renewals 42G26 42322 41970 41936 Dear Sirs: Enclosed please find payment for renewals of the above captioned permits for a deck, house alteration, pool and outdoor shower. Payment is enclosed for 1,118.60 for renewal fees amount as provided by the office- Deck 228'60 House 665'00 Pool 150.00 Shower 75.00 Upon renewal, | request anappointment for aninspection for the above. | can bereached atG31-83[- 2751' Thank you for your assistance. Very Truly Yours, 6 4 4 X"i�/� John Miller ' �. V x tO8,p6 a 41014 i0N� ,XF, . #,-, - C v f_f"J tray s w Q. C V. O p v s m w N 70 • 1 _ . r•tea.. tart T . ..✓.+e. ._ �y Tg V dT^ tp ptH 800 SURVEY FOR AUG.29, 1986 p Oo r ML%M UEl aAR1r M.LQtdG� a LINDA K LANG„ MAY 29. 1988 LAT q(;HLAND ESTATES LIAR.141,MOO per,E S p 8t D. IMF, �`T AT C�STCS�Qil£ DATE FM 20,1988 SCALE' I_t501 no eovaeb diso0gal and vecsr sovIT TOWN] OF SOUTHOLD No •154 taoilitlaa for this iucatioa bw* be" SUFtsOLK COUNTY, NE To YORic St An"Goted by this dil�tS"ti =a tow$ „uwauTwomtM ALMEAVON ON AOOtnON TD [i►In o to tyO aetista0toi'f. /+�- p su„vEr►s a+AOLAT '*F S6cTA� "OII tlt TWc Tien au aR• � � Q, . • Ga J 1. wcr fl'o 7ATE Em3+bN WT►. am m $ ,� iCOYY&! F AT t?Ii11Y�r f gZAM"TWIE LANO *jet o! ®e 1 snjiaen�ot �' mt o It,&VAair°O0tsseSM eC"'s°�+eL 7 gYrViBs>f f©UA6ANTFEl$ jMWATo"f"9tl,S111itL.fiSSBOwLYTO it M..Mm mi'vi Ow r�E iYf,MEsiS r'ELt►9E0. NFAITN A1.70 CONSTRUCT awo ON HIS KpAtf TO THE T 0EPARTNE111 DATA FOR APPRUact c4W u po urNYA1. AOt�aTARo LCNOINO HUILOwntl .Awo TO Tilt ANSIGimils OF TRIS f EN0tw0 _ #NCAR1ATrATtRWIw Y1.2 wsOtiRaLOlqr►TtIt.DR►VATE�IOBUCr. 1 OwRe¢K sOtOiwftNrnrTlO*8OR*01 SU,SEQVMTAOLt tr4Utt.00.T11YtW DDIraooS tCTtOR_tOl..OLDCKLO7 /t�D Tti Mint ARE NO OVEL MW 1r1THIN 1�O FEET 0>' Mt �0 Y �pS;�Gt6 91tOrN MEWLOM ts4ia ttenWl'Y I.MES oTNta TN:1t rdooE iNorw aEWcoN. *.Mc WATER iu►tLTANO SEWAOt pmPOSALSTJITO%IO w§Tv3vp"Tt TO 67atSTINa crMeTURE ARF FtlF3 A SPECIFIC mac! SIU.CANt011ti To SHE ETASOAWOi Of TN>E iYItOLK C4ttWTT OEPARTiAEgT P411POSE ANO AsE NOT�'tC QiLO TO EETrt?IC 11 OF M cuff itRVi0t9. tAOitRTT tawts OR TOR TwE uttcTtOA OF F[tdtEA APPbaCAOT` 1 eoDWc�®= 1 400 05TRArUE �/OVwG RYERAO,NEW YORK G YELO a®Yw+uwilwr �...o.. r wn.nvTtt -APM LA Si18EYYDR NNX&LZENSE N X19"S �= i REVISIONS: O » 38'-21/2" 01 O ?Ct~ d O 0 WORKSHOP a �J M 3'-1" :IRWELL DIMENSIONS SUMP O CONSTRUCTION A21 PUMP $ A�l 3'-0" 0" #5 R R(312" &AT OT1N ..r t LD V / (a (D O n q /\ �n 00 h 6'--St x U Ln r-4 O H .r..� t` U " 10'-0tl z-2�B1Lco 15 17'-6" SCAP,'W ELL 7'-4"CLG.HT. i EX.3-2X10 GIRDER EX.3 X10 GIRDER EX.3-2XIOGIRDER CIO N RECREATION ROOM 22'-3" 3[LCc y SCAPEVIELL ' p o X +C,� UTILITY ROOM V 'N APPLY 5/8-TYPE-X FIRE-RATED M 1. O SHEETROCK OVER FURNACE M V' BEDROOM PER CODE.NIF} Qe O u 9J M a, M ++ t0 � Ktl � o� ❑ O 5'-0' 17' 3" 51-6'1 0 GO ZA4 v EGRESS ( 1 v CXW155 Z�4 77OLnU 11 tz EZZI PROVIDE VENT N W (TYPICAL) BILCO SCAPEWELL FOUNDATION PLAN SCALE: 1/4" = 1' �✓ u N U 7''� -� DRAWN: MIT/MS is•7''t� Ff''�v! ' �;.• i` h� SCALE: 1/4"=1'-0" JOB#: November 29,2017 SHEET NUMBER: A- 1 i REVISIONS: SITE DATA: SCTM # 1000-102-8-1 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,008 SQ. FT. 0.92 ACRES ESTIMATED AREA OF 8000 SQ. FT. GROUND DISTURBANCE: EXISTING HOUSE: 2274.3 SQ. FT. 5.7% EXISTING PORCH: 174.1 SQ. FT. 0.4% EXISTING SW DECK: 98.8 SQ. FT. 0.3% EXISTING NW DECK: 641.0 SQ. FT. 1.6% EX.OUTDOOR SHOWER: 65 SQ.FT. 0.2% EXISTING SHEDS: 192 SQ. FT. 0.5% PROPOSED POOL: 480.0 SQ. FT. 1.2% 150 CU.YD. 50 CU.YD. PROPOSED POOL PATIO: 768.0 SQ. FT. 1.9% 10 CU,YD. 5 CU.YD. PROPOSED DRYWELLS: 7 CU.YD. 3 CU.YD. �J N 45°15'50" VU 193.41 ' O TOTAL: 4693.2 SQ.FT. 11.8% 167 CU.YD. 58 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 02/20/85 lltl IV °° 11 f w H HAY BALE OR SILT FENCING - - - - - - - - - - - - - - LIMITS OF CLEARING TO BE \ \ NO MORE THAN 20'FROM PROPOSED WORK AS -� T♦ ,% ,'�' \ \ F--1 INDICATED ON SITE PLAN l P OPOSED L i„� j \\ WX30'PdOL., EX\6, i� 8'dia, 4'deep \ \ BACKWASH f 74.0' \ \ 'a� PROPOSED \ 00 \ - / PATIO I \, O EXIM" POOL EQUIPMEMT " 69.6' I ' 00 SHED LOCATION TBD — II O _ / \ CONCRETE II CN QJ EXISTING DECK I — I WASHOUT W _ II O p EXISTING N OUTSIDE ^� SHOWER SOIL • I LOCATION I I 1 ►V i I ► o Cx'-7 OO II EXISTING 1 STY. HOUSE —j 51.9' + EXISTING DECK 62.6' 0 0 .SFXIM �'�f� ;C, PORCH DAT E:PHI N Q 7615-1802 02 fl PA, CIO CU o PORT-A-LAV AND DUMPSTER FOLLC�'];',ti" TO REMAIN ON SITE FOR 1. FOU";�A71,0'. T4'�,:� r I:`.'^r=) �~ o m a DURATION OF CONSTRUCTION FOR F'Olu E �':.;: =-Tr µ � ..,_w.. __. `O _rtIrn.e4:',f.7 P'LCl`. .. t X 0 tom/ M J. 1.1-2j JLn,T Iu""_,' w ++ x 4. F!�e'.^''.I_ C C ;,;4...,nl!'�TI`)'J P.IUST a o � EXISTING P?l:- CulDLCTE �C (7.O. o v DRIVEWAY ALL COPi_,T:=:`_'r iC::`v {',1-.I_ MEET THi # cz I: R E Q U I Rl 'OF THF r�()F)E C:F y YORi< ITATE. P dOT ON"!RLE FOR w rn CONSTR T A CTION ENNCE D"SIG l C,,R C:O''JSTRUu T 1C'J EF OR S. -. ., c.u;,J c00v s v t t 1 w 38.00 R- 702.204 S 48045'50" E 143.1 '7'1 r'ICATION NTBEFORE `,�LFAU COI`JE ATE OCCUPANCY t.°E•FLI,,.,..: .� r,:..,TE � cn z� E iii �'',ITER T��,,..2 =C,:.�C0VER1�vG =' -,_DER USED u SYSTEM C,ANYOT v Ei:i�EEE? x/10 0,� 14� (.EF;D. O F,ETAI''? ST01RM WATER RUf"!0FF I�q HIGHLAND ROAD PURSUANT TO CRAFTER 236 [J � OF THE TOWN CODE. [� N lauss P BA. oltqciU In SITE PLAN- wlsr0ca0'4�� �yREQ�1R SCALE: 1" = 20'-0' ® v�.�,�' ado��►'�%' � SIC j'4 DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ez d ��` November 29,2017 SHEET NUMBER: S. 1 REVISIONS: O F—� z W � 38'-21/2" 01 JO O 9'-6" ---------------------------- O ' O w o4 HANDRAIL PER CODE � I a FolI h� l--i Ln I c o WORK SHOP Q I � . N-d • I - 4'-2'�--; o I I v I I � o I 3'-1>' I ° Fol I 1'-61/2" '-4 , p� i VERIFY STAIRWELL DIMENSIONS SUMP ' PRIOR TO CONSTRUCTION A21 PUMP - I I 3'-0" #5R R@12" &AT OTIN ^ O Z 0 V p O v ATH 1n C7 O `�' 6'—3" 8'—21h" x U vNi 2'-4,. r� O •r..� BILCO 15-21/2" 10'-0" 17'-6" U SCAPEWELL 7'-4"CLG,HT. I 4 - - - - - - - - -= - - � bv-- - - „- EX.3-2X10 GIRDER EX.3-2X10 GIRDER EX.3-2X10 GIRDER rn N I RECREATION ROOM 22'-3" BILCO SCAPEWELL o X UTILITY ROOM N v E V APPLY 5/8"TYPE-X FIRE-RATED (h SHEEfROCK OVER FURNACE m O BEDROOM PER CODE,(VIF) O mL!") N rn M O Cfl r O e1 Qr U c-i it LO 5'-0" 17' 3" 5'-6" w c00 v Ln 9� .,OC5 uLL EGRESS +; CXW155 O � CJ v PROVIDE VENT N 0 W (TYPICAL) Cc p,, BILCO SCAPEWELL CL LL FOUNDATION PLAN W i i u SCALE. 1/4" = CLOSE OFF OPENING V a• vo 4, v pe: � a•oo'a v V O #5 REBAR @12"OC (MIN. (2)) N u u DRAWN: MH/MS �C? � SCALE: 1A =1'-0" JOB#: 1� November 29,2017 SHEET NUMBER: #, REVISIONS: I I I I O — �'� '': :'; EX. MUDROOM 17 !'4 !'4 —+ 4 ------------ -0----------------------------- !4 .4 !4 . 4 ' 4, ♦ r, 77 EX. DECK - CROSS SECTION - r SCALE: 1/4" = 1' ENTRY • CH f EX. EX. OFFICE ------------ 4'-0" N HALF 0BATH W U - - - - - - - - - - - - - - a� -^�,- - - - - - - - - - - a(D�- - - - - - - - - - - - - - - - - - - - Q -- - - - - - - - - -� BEDROOM � a 4J a -mak Q i ~ " W I lac ac l l 2X6 ACO/D,12 OC N p N O � 1 1 1 a IQ of y ' I QI 011 wi Lu —� r � °` EX. PORCH � a. Ov 2XR ACO 00 I l� Cl u I " U I al I U 00 U - ------------------------------------ - w I1< WI NI Qa' all ------ - ------------------------------------ - l^ Nl M " X ( N l I 6f-09' o N v O C) v l 1 ( W 00 c TW3046 TW3046 E-1 (CLOSE OFF OH DOOR OPENING) z Clr W 1 1 1 1 I O C) "• .. ' Lu oc ac H O O l° Q a OI I I ` I l u V I V I I O Fri ,��, a a a FLOOR PLAN Q I la a a Q W / I � I I I I � Ilii 2 ��► � � vl I � N l ACQ ' ; IN 001 001 N SCALE: 1/4" = 1' Q Il @,6001 � *� * �J i� �l ill � b b I 12"dia. 03 C l CONC.PIER l l l w Lu 1 Q I 3'BELOW GRADE Lu l l _� _� oc ce ON UNDISTURBED �_ 00 I l 0 0 0 TYP) 0 1 a l 00 SOIL( 1 1 00 I ,a a, v Q I I a, 1 I I00 0000 N Nx x( [) < x W 1 N V N N I a i I a 1 M 1 m i 1%]SH 3, P� I l v vl 00 2X6 AM @1z^oc� I l vl i PRESCRIPTIVE DESIGN PER R402, 2015 IECC: HT' �0 W N ' — N ' - - - — � — - - - - - - - - — - - - - - - - - Q - - - - - - - - - - - - - - -0 " r� —�-- " — � - FLOOR SPACE R30 CEILING 49 N �- - - - - - - '' - - - N � - - - - - - - - — � R-VAIUf R•VILUE: JERR � � Q 6" '-10' 11'-1" 11'-2" 11'-1" 7'-8" 8'-2" x *MINION FLOORS: x U If PRIMINGALL IS R19 0.30 52 -0 100SMIll 3 U f FENESTRATION +� LI-FACTOR: 11/4 2 u C.O. 10 1 GIAIfD FOUNDATION PLAN SLAB(HEATED)(2'PfRIMIEiER): R10 FENESTRATION NR 3 SHCRH(R: fRAMEDWAIL SKYLIGHT SLOPE" 1/4" PER FOOT PITCH TO DRAIN – SCALE: 1/4" = 1' R•VAIUE: R20 U-fACiOR: 0.55 4 TO APROVED BASIMINI WALL 4"C.I. SEPTIC SYSTEM (CONDITIONED SPACE) 15/19 TRAP HOUSE R.VIIUf: PLUMBING SCHEMATIC 0 N .T.S. M X v O p r+ D , a X ° --I M Ln d O \ r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — bn I I I 4� v 24-OC I I o ti 00 L — — -1 —� / / 4" W 1 1 if I #10 STAINLESS STEEL �) I 11 I OR GALVANIZED 1 VINYL POOL DECK ( I I I I ( I �••l� I •(� I I I , , I WOOD SCREWS W/ I I • WASHERS @ 12"O.C. ' ` �) I DESIGN BY OTHERS I 5/4X6 DECKING (I 1 , I I I I I I 1) 1 II O N ( I I 12"O.C. 12 OC 1 12" I I O 1 ) 1 I 1 I 1 I • I I I\ ( Iy I 3/4"APA PLYWOOD G1/A2APA RATED SHEATHING SHEATHING D N PLYWOOD I (ALTERNATNIVE:7/16"O.S.B.) 1 1 I I �1 / I I /•• I 1 I �1 • I, I �1 /.• E••d J I / I / • I(I 11/2" I I � r �� RADE PLYWOODHEATHING � I (ALTERNATIVNE:7/16"O.S.B.) b #SO STAINLESS STEELOR I 1 W000 GALVANIZED W/ If I STUDS � � I ` Ol2X4 DF#2 L — _, - - WASHERS @ 12"O.C. WINDOW SILL - - - - - � I til II � r ` J I Y I III TYPICAL WINDOW OPENING I I I .• 'I C) I I ( I I (LESS THAN 4'-0X8'-0"OPENING) /I #S0 STAINLESS STEEL OR GALVANTZED A I I I i I WOOD SCREWS W/ d • _ I WASHERS 4 12"O.C. TYPICAL DOOR OPENING LIFS (LESS THAN 4'0X8'0"OPENING) 2 MULTIPLE—2X4 DP 2 STUDS CON EBTOGETHER WITH STAINLESS CTED EL OR GALVINIZED BOLTS W/WA HERS 4'-0" 30'-0" 18'-0" AND NUTS @ 2'-0"O.C. -. TYPICAL MULTIPLE OPENINGS 52'—011 (MORE THAN 4I-OX8'-0"OPENING) C (GSI IN SC/S, , ~ ` �i 1 DRAWN: MH/MS �'� SCALE: 1/4"=1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL i. F �� i � ' JOB#: FLOOR PLAN AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING) November 29,2017 °' ""� SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" == s. f n' SCALE: 1/411 = 1' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �C133`� -•���� 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 �• CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ' 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. 1,4�;,=1 ,, -2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS: EXISTING DECK NEW DECKING,RAILING,STAIRS U �I dW � WO � a w � � C7 � Q W U ad a � � wo EX. LIVING ROOM:; ; ; FX. FAMILY ROOM ; ' CATHEDRAL CEILING ' ' I I ' ' CATHEDRAL CEILING ' ' 1 1 1 1 I I LL I I (2)2X12 (TYP) - II II ao " - II II � _ - - — — - - 1 1 O 1111 r�, O 0 � oU EX. BAR EX. MASTER BATH O O EXISTING KITCHEN ZD 001 N ♦ • ------ O — — — — — — — — — — EX. MUDROOM EX. MASTER BEDROOM mo rn m o ; N O � � �. U EX. DECK w x o (u � Q; r' 1@1 iL EX. EXISTING ENTRY v m WALK-IN1.0 CLOSET EX. OFFICE cH ------------ i N v EX. 4'-0" N 0 W HALF 0BATH 7'-0» BEDROOM w 111 u 111 I,..a 111 r ' 111 v 111 0 EX. PORCH V) 111 111 TW3046 TW3046 (CLOSE OFF OH DOOR OPENING) FLOOR PLAN SCALE: 1/4" = 1' tb,-,. 0 'A .R rG�� IN S Ar cl DRAWN: MH/MS SCALE: 1/4"=V-0- JOB /4"=1'-0"JOB#: November 29,2017 t-1 SHEET NUMBER: A-3 REVISIONS:- \X/IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA. MAXIMUM 4" DIA. MAXIMUM POST GIRDER/HEADER 0 0 Z o p rn POST/COLUMN A Y z 12"x12"x12" �' - V^ - Y CONCRETE FOOTING > >� ZD , v T� DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS H...� STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING [� W � 1-1/2"SPACE MINIMUM W Q HANDRAILS O GIRDER "C� � POST ° GIRDER/HEADER o Z C �i`-r O RIM/DECK JOIST POST/COLUMN BALUSTERS o CONCRETE PIER r OPEN BALUSTER ATTACHED TO WALL `-r r HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"1N LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION. OR THE SHAPE SHALL USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 2 -1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON W CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) ate, � LEVEL BASE STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB ;"-q 0 O POST/COLUMN ° BRACE TUBE x U RIM BOARD ° 'I' FILL AS PER MANUFACTURES'INSTRUCTIONS p U FLOOR FRAMING 2x JOISTS STRINGER III-III III III III III III III III II BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS P LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. v � 0 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND 0 LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE m N >~ FIT CONSTRUCTION TUBE AND PLUMB Cf) m v °U. BRACE TUBE x FILL AS PER MANUFACTURES'INSTRUCTIONS rn o X O u = 1 =111=111=Ila 11--II=1I =III=III' z III-III=III III 111 III III-III III-11g Ln 11 WOOD JOIST v WOOD JOIST JOIST Ln U m ' BLOCKING CONC. PIER FOOTING — 00 GIRDE HEADER BIGFOOT SYSTEMS FOOTING FORM C140 44 IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT W SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r l THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND v U IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS O TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST N HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QN, SPACING NOTES 1).Te I. Handrails with circular cross section shall have an 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4-8d COMMONPER TOE U outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL than 2 inches. If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING 2 8d COMMON EACH TOE 94 perimeter dimension of at least 4 inches and not greater „ „ GROUNDWIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. FLOOD BLOCKING EACH TOE than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 2 -8d COMMON dimension of 2-1/4 inches. Use a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL be 4 ft. below grade. BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3 -16d COMMO � 2).Type ll. Handrails with a perimeter greater than 6-1/4 4 . Deck'oists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both ) I g TO HEAVY MODERATE P g P g LEDGER STRIP EACH FACE sides of therofile.The finger recess shall begin with a 3 -16d COMMO P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL ? D eC. f. distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts f' �`' "� "1i JOIST ON LEDGER PER TOE �t �(�SCh, �+ portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3 -8d COMMON TO BEAM JOIST NAIL d� � inch within 7/8 inch below the widest portion of the �y` +'P BAND JOIST PER END �? -k profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3 - 16d COMMO F:r ^. � DRAWN: MH/MS inch to a level that is not fess than 1-3/4 inches below the TO JOIST JOIST NAIL SCALE: 1/4"=1'-0" tallest portion of the profile.The minimum width of the 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER �.Yt� "� P p to girder(s). SILL OR TOP PLATE 2 -16d COMMO FOOT TOE NAIL -� .,r. ,•-s JOB#: handrail above the recess shall be 1-1/4 inches to a g maximum of 2-3/4 inches. Edges shall have a minimum cNovember 29,2017 Xv , g 8). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal x;.� n „kC,tY SHEET NUMBER: radius of 0.01 inches. J for any contact with ACQ. ,� � . REVISIONS: , NAILING SCHEDULE NYS CODE: 2010 EDITION WIND FRAMING NOTES PLAN CONTENTS: ('J* ENERAL 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 BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES 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 BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 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: 4-8d COMMON JOIST g y p g g p p 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 CURRENT 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 VGFCM - SBC LAP NAIL 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 FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION VUFCM - 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 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 VXFCM - 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 ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 15d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 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 C) 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 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 EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 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 W 2- 16d COMMONLOAD 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 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE H z INTERSECTIONS 4- 16d COMMON 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: O STUD TO 24" FACE :EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U 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 attached with Sd common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym. C? 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 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS H 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 HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD F-I determine Intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS 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 with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. - BLOCKING EACH TOE 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 Sd COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „O.C. d COMMON @ 12 SEE NOTES: 1 ( BOTH FIELDS) N '3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 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 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 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl ;spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM .s - 16d COMMON JOIST NAIL FO W 8x16 cast iron foundation vent for every 150 sq. ft. of area. ►J-� a � DECK AND COVERED PORCH NOTES: JOIST ON BEAMLEDGER 8d COMMON PER TOE NOTES � o 7). Dam goof exterior of foundation with bituminous coating as required b current TO BEAM '- JOIST NAIL -' x PF g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N x U 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 H the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL •�•� U g p p g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 . 16d PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� �� g ROOF SHEATHING:EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion 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 current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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. QTY. SPACING 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 PER TABLE 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 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL N v otherwise. " JOINT DESCRIPTION M 4 it o 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. SEE NOTES: 1, 3 ( BOTH FIELDS) M where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x ,^ 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 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. O x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: �" w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES v 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, u7 2 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. 60 � and blocking where applicable. QTY. SPACING o 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 For wall sheathing within 4 feet of the corners, the 4 foot ed e zone attachment requirements shall U CZ U 4 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC be used. g g q rn U PLUMBING NOTES anchors where applicable to all connecting joists. ., 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o r p p Pp y' g g p G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE g on plans. WALLBOARD I 1 10" O.C . FIELD 2 . Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o ) � p y g y p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAL NAIL w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QT"r. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES Sd COMMO „ 1" OR LESS 12 O.C. FIELD r-'� 0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists w � under all bearing walls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. �IIIIIIIIlq F, needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 94 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. l4 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed E LECTRI CAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. , 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. members,the tabulated numberof nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. a+ 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM tee- D ��C%'';� torch down type material over. ��`� �ti�IN�C,�. � DRAwN: MH/MS <FS SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �`l ��r : l . N .� JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. November 29,2017 SHEET NUMBER: _ � - . 5