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HomeMy WebLinkAbout43908-Z �o�Og1)FFBI I'co0. Town of Southold 12/23/2019 o y� P.O.Box 1179 • ,c 53095 Main Rd ti yjj oo� $' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40957 Date: 12/23/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 4955 Moores Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2019 pursuant to which Building Permit No. 43908 dated 6/27/2019 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Powers,Helen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43908 10-16-2019 PLUMBERS CERTIFICATION DATED 10-11-2019 GVrge J Berry WA nP tho iz gnature TOWN OF SOUTHOLD ellay BUILDING DEPARTMENT 0 ' 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#: 43908 Date: 6/27/2019 Permission is hereby granted to: Moore's Lane LLC C/O Kelley Dry &Warren 101 Park Ave New York, NY 10178 To: make alterations to an existing single family dwelling as applied for. At premises located at: 4955 Moores Ln, Cutchogue SCTM # 473889 Sec/Block/Lot#-116.-2-3 Pursuant to application dated 6/21/2019 and approved by the Building Inspector. To expire on 12/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $449.60 CO -ALTERATION TO DWELLING $50.00 Total: $499.60 P(i—I Building Inspector 4 f 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: gs�property I. Final survey of property with accurate location of all buildin roerty 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 I%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$15.00 Date. 0/171 Old or Pre-existing Building: (check one) New Construction: C U G 0 � U� Location of Property: Street Hamlet House No. Owner or Owners of Property: °W 157 A Suffolk County Tax Map No 1000,Section I Block OL Lot 0 Subdivision Filed Map. Lot: Permit No. 4 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:AA c eck one) Fee Submitted:$ t Signature oF soUr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • i� sean.devlinAtown.southold.ny.us yC®UMV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Helen Powers Address: 4955 Moores Ln city Cutchogue st: NY zip: 11935 Budding Permit#: 43908 section: 116 Block 2 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Crawl Space X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 49 Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 2 Floor Outlet 7 Puck Lights 4 Pumps 2 Transformer Appliances Dryer Recpt 30A Ceding Fan Time Clocks Disconnect 2 Switches 47 Twist Lock Bath Exhaust Fan D Combo SD/CO 2 Other Equipment WAD, Electric Heater, Hood, Oven, DW, Fridge Notes. Inspector Signature: Date: October 16, 2019 S Devlin-Cert Electrical Compliance Form As Air VP Z Town Hall,53095 Main Road P.O.Box 1179one Southold,Now York 11971-0959 BUILDING DEPARTMENT T,OWN OF SOU M101D C ER.T!'Fl CAT!ON Date: /0 ZZ/ BuRding Peimit No. yo Owner. (Tease-grunt) Flumber. -ea'co- % Tease prin�L) T certify that the solder used in the water supply system contains less Sm 2/10 of 1% lead. –OZ=bers 8[gqpKe)' Sworn to before me`chis-4 day of—CL-,6� 20 PAJO JJ WNY Public,State of Now yuj 7— I NO-OIST4844752 C' Qwffid in Suflo!"i CW0 -Mut&-k�Whs W 3V Notary Public, U Cowy oe souryO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` INSPECTOR 1(? n '! / 60p �OESOUT ---- - - - --- - �o� yO�o ' * * TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG.' '] FOUNDATION 2ND' [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE'&-CHIMNEY -[- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT,CONSTRUCTION ` [ ] --FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I o INSPECTOR CHITECT 1 LARK SCHWARTZ &ASSOCIATES 28495 \lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 w%vw.mksarchitcct.com November 12 2019 �•_-- P-__ _ _ ._, _ ; ED d d Southold Town Building Department `-� U, NOV 1 4 2019 54375 Main Road Southold,New York 11971 Re: Powers Residence ' ;;fJ "�� 4955 Moores Lane Cutchogue,New York To whom it may concern, I have been on site during the construction phase and reviewed portions of the work for the aforementioned project. The rough plumbing and rough framing,to the best of my knowledge,have been completed as per plans and meet or exceed NYS code requirements. Please call this office with any questions you may have. Sincerely, Mark Schwartz •1--a AIA N^,embei /American Institute of ArchiteclurQ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------- t 'FOUNDATION (2ND) 77, ' i ' C!) ROUGH FRAMING& PLUMBING y P INSULATION PER N.Y•. y STATE ENERGY CODE JPAFINAL ADDITIONAL COMMENTS -7--1 H lae c- J • , Tom! ,H r 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate s Truss Identification Form Storm-Water Assessment Form Contact: Approved I, ,20' 'Mail to:� Disapproved a/c V ,{ Phone: y� Expiration ,20 i Building Inspector J U i J 2 1 2019 APPLICATION FOR BUILDING PERMIT Date ',70 f , 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. (Signature of applicant or name,if a corporation) (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. Loc tion of land on which proposed work will be done: 17_65 M©©rz-1 Lid- �- 1 d - House Number Street - Hamlet County Tax Map No. 1000 Section Block, Lot C9_ i Subdivision Filed Map No. Lot � 2. State existing use and occupancy of premises and intended use and occupancy ofro osed construction: a. Existing use and occupancy i b. Intended use and occupancy 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 j If garage, number of cars i 6. If busines co rcial or mixed occu ancy, specify nature and extent of each type of use. 3r�e � 7. Dimensions of existing str_uctures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 4��Mi Rear Depth Height Number of Sto" 8. Dimensions of entire new construction: Front Rear Depth HeightNu e of Stories V " 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner i 11. Zone or use district_in whichpremises are situated_ 1Z4_0 j I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_ 13. Will lot be re-graded? YES NO-4Will excess fill'be removed from premises?YES/NO i 14. Names of Owner of premises Address Phone No. Name of Architect t.v YLz� Address Phone No Z Name of Contractors I kNAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO j * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B QUIRED. 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� I * IF YES,PROVIDE A COPY. I STATE OF NEW YORK) SS. COUNTY OF i Wt4 :t'Z being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, F (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be I performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 f cl i Nota PublicTFRIACEY L. DW Vr_P A NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY 1 COMMISSION EXPIRES JUNE 30,2Q:2_ Scott A. Russell � STORMWATER sUIMRInSOR MANAGEMENT SOUTHOLD TOVM HALL-F.O.Sox D" WM Mem ftaa-SOUTHOLD,MWYORK UM flown of Southold CILAPMR 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) IDES THM PROY= KWOLVE ANrY OF THE FOLW C: Yes No (01EM Al UMT MUD E ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00"'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 F -Map of-any watercourse: 00 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 raft of the quesdons ab€ye,KU! Cmatple#e am Applicant seegon beim with your Name, Sttature,Contact hftmatlim,Date a Catnnty Tax Map Number? Chapter 236 does not apply to gator project. If you answered YES-to one or men of the above,please submit Two copies of a Stormwater Management Central Plan and a completed Chccb List rmn to the EWdwg Department vitith your Buildmg Permit Application. APPU aDrr: Wmpwty ori;Design Prufe5;romi,Agmi,contactor.Othmi S_C.T1I'V,l�./�': 1000 � Daaw NAME: I IL , t.J ✓� � ya 04 o-? O 2 6, 19 s�c;on Blwk l FOR BUILDJNG DEPARTMENT USE ONLY Contact Inrorrmtim -71 Q/ f r_ - - Reviewed By. Property Address I Location of Construction York: — — — — — _ — Date: — — — — — — — — — _ 4- f 9 P, Mao g { IL — — Approved for processing Building Permi€. T — 7 �`� jt�— Stormwater Management Control Plan Not Required. C4° c!fv G LJ Stormwater Management Control Plan„Required. TtC 411 L Worward to Engineering Department for Review.)Lj FORM � SMCP-TOS MAY 2014 ` suFF�K BUILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 �1 roger.rich ert(c-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: - '7//0 Company Name: r' Ir �- Name: U Qfi-rc-1 L 'I'D License No.: _ ice— email: <5 S go q/ 4/& �4 D L , Cam Address: - — L O U—4n o-Lfl q 7/ Phone No.: JOB SITE INFORMATION: (All Information Required) Name: LA ricl-"' L.L Address: Cross Street: Phone No.: Bldg.Permit#: _ �!2 f OS- email: Tax Map District: 1000 Section: l Block: Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) m27ij S)/ o6 v� G%J f �(,00lL IZ,�5A)O ;,-4 Tl o Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final ' 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 - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Wiu 7W,6(JF7 P a ,ori I` L E:�D►t- P� - CSA QrA#Jc-f�- , PAYMENT DUE WITH APPLICATION Request for Inspection Fonn.xis Town Hall Annex F: Telephone 631-'1802 54375 Main Road o iFax(631)734-9502 P.O.Box 1179 cry Southold, NY 11971-0959 v� BUILDING Q PARTIVIENT NOTICE OF UTILIZATION-ORTRUSS TYVE �t�NS`f RU'�`i'Li3N, PRE-EI�lC3iM1lEERED 1f11QQU-CMSTRUCTION AMWTUBER CONSTRUCTION ®ate: Owner._ - f%;-. � - a Location of Property: [` aA� Y Please take notice that the(check a �ne): ' New residenial,structure ' • Kt.•4-• • 1 Addition to existaiic;-ridential strticO,rre _ a rehabilitation tri an- dsOng.residenttaI sf x# to be constructed or performed a#ifie' t3t `alr :` �:e above will utilize (check applicable line). tr,..{,,. -.., Truss type constrtkM ix Pte-engineered �_vogd Timber construction - in the followirig location(s)(check applicable line): Floor framing, inoludigitde •:e_si,#cs(h _ �� Roof-frari qg`(R), `t- �. WALL-, .S' ' Floor and f Rami€gg(FRI Signature: ' � � Marne (psrscin-S�abmittiE�€g-th .��:is fo - �� Ld Lk���� ' - � . . • Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1112015 Cndmlao indrnbd ksm agrtrrhd ira pb dne popeyd�pcacd heeoe um made b arodsm m'dr/e eak6ig Cods d Roam la lad Srwara/!doped b/die NewYot Side Amdaion d hdeu3md lr�d Sw�ola�.IM ca�Yawon h . y oayla 6e 6rc6 de�kam od•a rdva8mem d dq morg a beedue d mnrbarm Sad oe�ekoo7na dd an mFj b M pmnuadJv en5n brd iwedr oad ae rol laxnle�le b u4lldd pendo,e+Vri d o�ecgnr�amen CMppRE � w 1 OU n QI � m OI 1 >'Y ;� Z El m �.. 2 STORY is rel tio.W� w eau' t v NO. �MOORES �'� wr W CL O 1� K V W 1 g I w � 01 4� 1 lzO 3 a o o z 2 -+ i r Z to Ilji o EM 1 1 � Z • ? s I $ � 1 � t e+OM m ! - S 13�i40` W 146.29' w ,a► rc r raw i lann i 4 ,,m SHORT ROAD VA.uft" 16.oAo�a dnewon e1ow�:lam mce+a b M P�4+h 6mae om 1a u gezdc P+)ms od daicmvLdoc Ski+lomouwwe�otam,w�edamndendmoeopestdd tl�hni.y.Emceem,0pl�goF►J d •in �Pdm.Paam.odAauk>bhv2Mw14g�BaBdV oPC ad0!3,bbA9 ,y ry nsord,tla�y,ae aa�.AePyN ev,+a nonvroa wve nao pbredmnpoadd+b marc Mrrett T-Mop: OISTRICF 1000 UMON 116 BLOCK 2 LOT 3 FBBI �Z:F BOnOCCI & MOP ROK�DESCRIBED IN UBER 12576 PAGE 874 11o�ealdcymvo4Ya�bla"boo. Weele,,PC tiadmon 7lDDdNncYvl kr6dmmb. Gal Er4r.6 rs 175A Cavraco Dbn' MOP S .r^ $U n -Mpf.M e.Nr 11788 Mop Block. i'.i•• . Plonrxrs r .o31 A35.I 111 file Orme: Na:-- Fde NCounty. WFFO1K ,�• \ 031 4331022 Tii Ph: ,_ r. Shn1e:CUFGMUE,TOWN OF SOUIHOW 1 C..ifi.dbz � — Re+dtien � 7": MOORE'S UWE UC FW8WNATIONALTFUEINSURANCECOMPANY d�•°��'0�� z.�ardeobnrodrwfod&g.%ftdd'v M7 6e rnoklared b hi o No o.d.aEd copy R tided . O� 2014 Srde• 1^O.ecLd . M.A.R. PSN-: AMM94 Z O a n z. e .ID 7. w , .kA i, ..dNru ✓' gym,. r r F u d n n. a. e n R W � W � ' a U ' , W t FF��YI 0 N m a' 0 _ V 3 AP MVE:`U SIS NIO CD .,; C ., PLY WITH ALL CODES OF a o UA'fE: - B.P,# NEW YC%RK STATE & TOWN CODES 7 x d d By: AS REQUIRED E •r NOTIFY BUILDING Dr l-nRlh-',awNT ATm-.. 00 `D'ea `n w 9j -1802 8 AM TO 4 P v1 FOR THE $ o FO w 3 NG INSPECTIONS: F " I. FOUNDATION - TWO REQUIRED P. FOR POURED CONCRETEIWU$ZEE$ 2. ROUGH - FRAMING & PLUMBING r cJJ � 3. INSULATION w 4. FINAL - CONSTRUCTION MUST d U ALL BCONSTRUCTION SHALL MEET THE I ��NCY OR O . . REQUIREMENTS QF'THE CODES OFNEW r-- YORK STATE, NOT RESPONSIBLE FOR "'�"E IS UNLAWFUL , ., DESIGN OR CONSTRUCTION ERRORS. h1THOUT CERTIFICATE OF OCCUPANCY PLU1v1BER CERTIFICATION ON LEAD CONTENT BEFOP.E ,ERTIFICATE OF OCCUPANCY u SOLDER USED IN WATER SUPPLY SYSTEM CANNOT TRUSS PI ACARDING REQUIRED EXCEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE RETAIN STORM WATER RUNOFF E.ECTMM INSPWnONREMMM &WATER LINES NEED SITE PHOTOS TESTING BEFORE COVERING PURSUANT TO CHAPTER 236 ' OF THE TOWN CODE. DRAWN: SCALE: +F , All exterior lighting JOS" installed, replaced or �+ 6/19/2019 �'1„ a SHEET NUMBER: repaired shall conform ?•atz23 to Chapter 172 Of the Town Code 11 II II II II 0 Ii I I REMOVE EXISTING WALL �1 I I TO CREATE(1)MASTER BEDROOM(REPLACING 2 EXISTING BEDROOMS) EXISTING BEDROOM I I � (ENLARGED) II II '7'-/'71/211 I t II II II II II M II ppM NG R REMOVE - - - - - - - - - - F-�I EXISTING BAR _------ EXISTING tr�W� W (UNDER NEW STAIR) 1/-511 WALLS EXISTING BATH x Z i ♦ TO BE REMOVED - -- -- - ALTERED O / \ - - ---- + REMOVE \I __ ______ C W x I EXISTING ---------I - C14L� CIRCULAR 1 STAIR + liIST NQ BATH --------- TERED REMOVE - EXISTING - WALLt + INSTALL NEW o D 13r STAIR EXISTING 5 ENTRY 1 1 EXISTING I I LAUNDRY ROOM o m ^-r� -w cno x o EXE p u u U) O lLno v II 0 v I I cz S m e EXISTINGi Lo KITCHEN U U) IvN ALTERED N cu E EX�s��NGpoR ;----- 00r. w EC w N EXISTING U COVERED STORAGE � EXISTING GARAGE ----------------------- ---------------------- i 1 1 1 1 1 1 A44 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INSTALL SMOKE/CO DETECTORS TO CODE 1 1 1 1 .' +``` i"�; .. DRAWN: SCALE: JOB#: +� 6/19/2019 1ST. FLOOR PLAN SHEET NUMBER: SCALE: 1/4 — V-0" ,;,. - O}a N 0 w EXISTING BEDROOM if-illf 31-011 O W o -COSETS M OPEN z TO NEW STAIR - BELOWNEW COSET- / U` w O ------------ BEDROOM w U --------- 11'-3" T-6" O ►-� ------------ - IF ----- - W EXISTING BAT ALTERED 0 RE LACE EXISTINGcl) N O WINDOW � d' uar n v co EGRESS C $ CW145 ,�4 u INSTALL SMOKE/CO DETECTORS T TO CODE O ^ 5 n E �n Ucu 00 .n 3 1 1/a 11/4 1 in CA IAV. W.C. SH ER uJ d F�1 z U J11/4 IC.O. O 3 0 d N II�`d 3 I+M W4 I I/4 r i1 I va lin Iva :11/4 Iva lin Iva UV W C ' W C D.W.SHO ER BAFAI. 11/4 3 JiL14 3 i In I C.O. C.O. 2 C.OC.O. . 3 3 3 3 2 PYAA,, "s �^ SLOPE 1/4"PER FOOT PITCH TO DRAIN TOACSYSTE V /^ DRAWN. 4"C.I. fEPiIC SYSTEM 2ND FLOOR PLAN � } : _��= /f' j. TRAP HOUSE it Q` �,y.' SCALE: SCALE: 1/4" = 1'-0" _ " �r JOB#: PLUMBING SCHEMATIC 6/19/2019NUM ;,r'`A 1 �'�"° SHEET NUMBER: N.T.S. ++`-� o� H£�'. A- 3 U� Z NAILING SCHEDULE C PLAN CONTENTS: 0 ~ WIND FRAMING NOTES -1 NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ` GENERAL 1).RIDGE-TO-RAFTER ASSEMBLY: RESIDENTIAL DWELLING 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE / g g P (SEE PLA QTY. SPACING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required BUILDING HEIGHT in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WAL'.:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PIANS) CONSTRUCTION NOTES: L, 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WAL-:3-8d COMMON EACH Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL intent and framing details.They are intended as a construction aid,not a substitute g TO TOP PLATE 10'WALL:4-Sd COMMO JOIST CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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 CEILING JOIST TO State building codes.The General Contractor is responsible for providing standard stud AS FER TABLE 3.7 EACH FACE DESIGN CRITERIA or trusses shall attached the wall top plate and the wall top plate shall be attached FCM-SBC LAP NAIL AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 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 WFRAMING ELEMENTS sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS FER TABLE 3.7 EACH FACE EXT.BALCONIES 60 OVER PARTITION WFCM-SBC LAP NAIL 40 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 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the EACH TOE ATTICS w/STORAGE 20 studs shall be attached to a common member in the floor assemblywith uplift connectors in BLOCKING DESIGN LOAD CALCULATIONS should be adhered to even if in variance with the plan. P TO RAFTER 2-8d COMMON END NAIL PER NYS 301.6 accordance with table 3.3. ROOF (GROUND SNOW LOAD) RIM BOARD (LIVE LOADS PSF) 40 3).Dimensions shall take precedent over scaled drawings. 2-16d COMMON EACH END ROOMS(OTHER THAN SLEEPING) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING: STAIRS 40 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-Dn-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 late with t d and nailed in accordance able 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING (DESIGNED FOR CAT.C) construction means,methods,techniques,sequences,or procedures.or for safety the PEXPOSURE CATAGORY F+-1 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 2-16d COMMON FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT 4-16d COMMO SEE GENERAL NOTE PAGE JOINTS FACE O 5).Refer to the Window and Door schedule for exterior openings. INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE corners. (� 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMO 24" FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION Sym"' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. a 3 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACECARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. nYP 7).The General Contractor is to consult with the owner for all built-in items HEADER 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS f. Ira ms,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION l such as bookcases,shelving,pantry,closets,triZin table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD 2015 IECC 1� 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD k kn 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 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS x determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES MODERATE SLIGHT TO 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with 101N7 DESCRIPTION QTY. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE SPACING 11 NONE U 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4.8d COMMO PER TOE 2.4.4.2 and 2.2.4 respectively. 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 2.8d COMMO EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES F+i be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE TO JOIST 2-8d COMMO END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOT ES:13 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: EE NOTES:1(BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: 3_16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C.O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 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 m a structural beam,the rafters shall either be notched and SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMO EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM JOIST NAIL NOTES ty O 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE M m v DECK AND COVERED PORCH NOTES: TO BEAM 3-8dCOMMO 101st NAIL � " 7).Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. p Ln c^� av", 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 M O 3-16d COMMO the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ,� M @ in 2.Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 FL+ 8).Drainage as required by current N.Y.S.Residential Construction Code. ) Girders on concrete piers shall be anchored with proper steel connectors anchored TH 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Lf) v FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. JOINT DESCRIPTION NAIL •NAIL Q 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. QTy. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 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. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. n - t" 14- below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WLr� IND LOADS: `� a' 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 000 -Q NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CA v 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTIONEE NOTES:1,3(BOTH FIELDS) X W otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS LOINTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 "O.0.FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. NAIL NAIL W openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION SPACING typical building• and blocking where applicable. QTY.8d COMMO U 8).Covered Roofs shall be assembled and anchored the same manner as a t STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Ur-4 U 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. O 6d COMMO anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with � PLYWOOD 6"O.C.FIELD 6).Double up floor joists under walls that run parallel to the floor joist and under ba thtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 5d COOLERS 10"O.C.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. on plans. o� 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r FLOOR SHEATHING: N other access openings unless otherwise noted(typical), 3),If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 1).PROVIDE S5/9'ON TYPE-XNG SHEETROCK FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAL. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE TAMPION HANGERS ANDA ADDITION WITH OKE ALARMS PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-CO2 DETECTOR IN ADDRION TO SMOKE ALARMS PER FLOOR. 8d COMMO (5.7 SQ.FT.2ND.FLOOR) where applicable unless otherwise noted. HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD MIN.44"SILL-AFF 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTES: as required by all ens NYS ed to cut Code-nceale OCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and t oform shall be provided rr cut off all concealed draft openings(both vertical and horizontal) V NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. � requirements. CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebloddng shall be provided in wood-frame construction In the following locations. " 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF W 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 iz studwallsand spaces shall a Including furred spaces,at the ofceilingexceeding and Floor �/ levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed equipment supplier.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 SOIL COMPACTION: using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 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, Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL 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 over subfloor as per manufactures instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION ST NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shat)comply with current N.Y.T.Residential Code. P DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE s � 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 4.At openings around vents,pipesand ducts at ceiling and floor level,to resist the free p SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL ) P pr 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. , ° 2).When wall sheathing it continuous over connected Qy �' 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 number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Re v 1 NON ���}` to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. * 1. .9� 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or DRAWN: 4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �' a 'r I' approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) JE SCALE: Ar. torch down type material over. and R315 of IRC. JOB#: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 6/19/2019 ED be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, OR BASES,US EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO �, SHEET NUMBER' COVERTOP • �� ���� JIl !� p F, t4l " -� A-4