Loading...
HomeMy WebLinkAbout42523-Z ��p�gllEFQt,f�oTown of Southold 9/5/2018 Gy � P.O.Box 1179 a ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39882 Date: 9/5/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1000 Marlene Ln.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2018 pursuant to which Building Permit No. 42523 dated 4/4/2018 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: GARAGE ADDITION AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Fogel,Jean-Michel&Sharon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42523 08-28-2018 PLUMBERS CERTIFICATION DATED 08-28-2018 TIAmas Ma etone ed Signature MUt e �SUFEnt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42523 Date: 4/4/2018 Permission is hereby granted to: Fogel, Jean-Michel 151 Overlook Ter Roslyn Heights, NY 11577 To: demolish deck addition and construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1000 Marlene Ln., Laurel SCTM #473889 Sec/Block/Lot# 144.-2-40 Pursuant to application dated 2/26/2018 and approved by the Building Inspector. To expire on 10/4/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $338.00 CO -ADDITION TO DWELLING $50.00 DEMOLITION $81.60 Total: $469.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: (3_-SAQAQ_ �M�Q . v- House No. Street Hamlet Owner or Owners of Property: S Ea.(1 i Q 0 �L Suffolk County Tax Map No 1000, Section y Block Lot `7 d Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Appli Signature i pF SO(/��,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �p • �o roper.richert(a)-town.southold.ny.us couff N, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Fogel Address: 1000 Marlene Ln City: Laurel St: New York Zip: 11948 Building Permit# 42523 Section 144 Block: 2 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors) Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect ri Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: "ATTACHED GARAGE" Notes- 1-paddle fan, 1-bath fan,A/C disconnect Inspector Signature: Date: August 28 2018 i 81-Cert Electrical Compliance Form.xls d i Town Hall Annex # Telephone(631)765-1802 54375 Main Road '` Fax(631)765-9502 P.O.Box 1179E Southold,NY 11971-0959 ` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: . 3 =f -Building Permit No._ f Owner:- C_t--,t-N I (Please print) j - Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1 hers Signature) i Sworn to before me this C>/ i day of a_L\"_k - MELISSA.R DEBOER I NOTARY PUBLIC STATE OF NE�?U<�'ORK i SUFFOLK COUNTY � ECROVSLP�Notary Public,. SCAJW0\1L .County LIC.#01DE6349898COMM. EXP. idal SEP - 4 2018 q� BVMD71,1r,DEpT. E E E j �pF SOUIy h0� Ol0 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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) [ ] CODEVIOLATION [ ] CAULKING REMARKS: n orl t Iry . 1api.1 'a 'r v dVl"& -b 4&jt1ke Tc.- DATE Y11019 INSPECTOR TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t r411"flAw Iry rt 0'00'f DATE INSPECTOR 5 OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION — [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: I -t) Woo re , t rpl_C4V ° .o DATE Y INSPECTORNA%advi- OF SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. comm, 765-1802 &7'� - 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 %v �o��OF 50Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 76S-1802 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 RMARKS: O oe�'n� jnI o DATE ?/I u INSPECTOR SO(/ly�� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR�y� r �o��pF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] CAULKING REMARKS: 9 ` ✓ ovg� I DATE g Y� � INSPECTOR 1 1 . • COMMENTSFOUNDATION (IST) , MA MW "Now J � FOUNDATION (2ND) GSL�:1��!� ;; •,, � ,, = ��� ' - MUM ROUGH FRAMINGs PLUMBING R. ��:� s1 ' -- �' :►�'► % - e�., , �-moi - 11L[rm i= INSULATION • .• ENERGYSTATE iii ►� �� 7�, 1 � ADDITIONAL COMMNTS • do ,f 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 4 ets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Survey Southold town ny.gov PERMIT No. ' ""Check Septic Form —N.Y.S.D.E.C. Trustees C.O.Application 4/4 qExamined '20R-9 � Sin Flood Permit le&Sep- arate D Truss Identification Form FEB 2 6 2018 :- Storm-Water Assessment Form Contact: Approved ,20_ ` Mail to: Cleov, Disapproved a/cTOWN OF SOUTHOLD �j Phone: Expiration 1b I ,20ff Building—Inspector APPLICATION FOR BUILDING PERMIT ` Date 6 , 20 1$ 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 shal I 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.' I _ � • . 9 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,Bui'lding 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. (Signat:IACCof applicant or name,if a corporation) ao S a+.lwoo�+ J,. � �vAQo6 Aly 1 M l (Mailing address of applicant) State whether a plicant is owner, lessee, agent, architect, engineer, general contractor• electrician, plumber or builder GL Narne 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. J-2,57-90 � Plumbers License No. 21C>8Z) /KP Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Ido© A4c,-11-Q.n.2 Lm vte. e-x,OA4,*,ti / L Q �a House Number Street .Hamlet County Tax Map No. 1000 Section b LtV Block, Lot `/O Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Goj- Q- 3. Nature of work(check which applicable): New Building Addition V/ Alt r tion Repair Removal vl**- Demolition f Other Work ¢� (Description) 4. Estimated Cost '` y©I cx%© �rr I �µ-- ?tee";��i`' ��=� � i •' -(;TQ`,be�paid on filing this application) 5. If dwelling, number of dwelling units �, ' Number of dwelling unit'on each floor If garage, number of cars 41kl Gcx•e !s 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 16 3 "" Rear a .� Depth a�• SS Height �a� r'C5 Number of Stories e) G-os�Q- Dimensions of same-structure-,,W, alterations or additions: Front _ Rear Depth_ : _ > " kiwetght Number of Stories 8. Dimensions o;entire new construction: Front Rear � Depth Height Number of Stories l / 4-w &I 9. Size of lot: Front 7S7- Rear '7 S Depth 1 \ > r�� r LJ�.c ems& 10. Date of Purchase N Name of Former Owner Lm�°c%ce-(A-) Ze4-V .o-r.V, 11. Zone or use district in which premises are situated �j q0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES /NO Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises ,)—aa^ Address icoo mwledwk"e- Phone No Q 1-7 9J q9 Name of Architect Address Phone No Name of Contractor S.,)a':%,me-Coc\-- oar-k."w AddressImc Phone No.63( 369 0948 AIr I tgot 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 R.EQUIR.ED. 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 l" * IF YES, PROVIDE A COPY. STATE OF NEW YORK) p COUNTY OFS SS: f—fc)CK being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the C� �O� e-I� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thisr da f 20ILLE NOBLE NOTARY PUBLIC,STATE OF NEW RK 1N06122973 otary Public Qualified in Suffolk Co nat re of Applicant Commission Expires Feb 28, 204 VW AVM SOl-dDWl3 # MCIA (A',ainaU sol luatul lydaQ SLI uaauISu3 01 pJeA\-IOJ1 pa.Im �(bac, veld fo�luo� luaIuaSeuelN Ialenuu.101S — pa.linba�{ ,ON veld IOJ1uOD lualuaSeL1131W lalemwlOIS lnwad Suiplmg 9UlcCaooJd JOf panolddy U U � 1�� Baal — — — — — — — :xJOAk u01lon.ilsuoD to 1-1011230-1 / ssa_Ippy A i-ia o.ld �Cgpan�alna>d - - — — — — — — — — — — — — — — — — n IND T;'I IN-1!,l, u v dAC!, -11;11 110-,! xy.x n,vus, 101 Po,g uoiloas al, hh 1 cool ✓ � 3went :alcQ (la l 'JoloeJluOJ`luauV'1euoissa of uoisa Q'jaum Aijz;doJ dl LIVJ[iddV0001 '# [ED'S •uollsatlddV 1111113d 2ulpling mo,i gllnl luauq.tudaQ Vulplmg aql of tuio3 lsl I 3133g3 palaldwoa a pus uuld lotluoa luatuoNuunN aalseluuolS u 3o saldoa o,us ltuzgns ossald `aeogs aql jo aaoul so auo of SIA paaamsus noi.lI - -- - ---laafo[d tno(-orklddu-lou-scop-gvz--aaldug3_-=i taquunN-duN--xs:L�flunoa=v-a1sQ uorlsu[ `autuN inok gplAk Akoloq uoil3as luuallddV oql ololdwoj idO.LS `anoqu suollsanb agl,lo llu of ON po tae►sus no,f.lI 'saap jjns snolAsadwi jo juauraopfdas pui�l_uf sapnloui fpsodosd atfJ pine umo,l, aqj Aq paAI@Z)QJ SPAN uUld l0slu0D Juau.la&UPW J@jUAA u.J0jS U Jo [PAolddu so fjd ssafun `ajow jo 1@@j a-ipnbs 000`I jo sao�e j.zns snolAJadwi paau j.�nsas jo mou jo uoil-ellpisul -_ , ❑ -aslnoolal-em yup jo dpW WHIA uo papidop sp uipldpool j jp@A-p;Djpunq-auo aqj uigl!m uoilL)jedasd a1IS ❑ TQJP p.zpzpq uolso.ra lulspoo so jjnlq `gopaq `spupliam jo 1aaj 001 uiq im uoill?spdald a11S 'Q Eg❑ -aouuls;fp fuluozljog jo Iaa j 001 01 aslJ IPofjsaA J3@J 0I paaoxa gaigm sadols uo uofjp-ipdajd a11S 'D IZ❑ -E@jp snonZiluoo Aup -io -fao.iud Cue uiqllm Iv f1aipw jo spi-eA oigno ooZ uugl asoW Eufnfonuf fufllI J .10 u011PABoxH -g O❑ 'aaL)j.zns punos.� jo Iaa j a.runbs 000`5 upqj asow sjoa j jp goigm pupl jo Buiddii1s; jo �3uippjS `.3uiggn.zl� `SuppajD -V '❑ (AIddV IVIU TIV NJ3HJ) ON i SDA :DM)(MOTIOA 2[1HI J® Aim' 21A'f0ANY 102U®'da S)<)<1I S'210(a - ( IKVDI-IddV HHJ, Afl GH I.THWOD 39 01 ) - - ---- .L32[HS XRIOM JLN:l 2[9VNV W 21HZVAUATHOZS - 9!CZ H21 LJVH3 s p1o ill n ogfo um o L TL611 >RIO k MdN'Q'IOH.I.fIOS-Peou uceyV S60£S z 6LU xog'O'd-'I'IVH NMOL Q'IORMOS JL N111WRIDNV K\V]N �osina��ans (l[A[JL\�n�\]hT"H[0JL� �� o�� ��ass�� '� �TooS 1 AL r' �EQLK BUILDING DEPARTMENT- Electrical I2ox TOWN OF SOUTHOLDTown Hall Annex - 54375 Main Road - JM 8 2018 �'o • ML Southold, New York 11971-0959 Old Telephone (631) 765-1802 - FAX (631) 765-9502 c roger.richert(a-),town.southold.n .usNO�WWO OLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: j - - -- - Date: � - - Company Name: SiV_b)4- Name: License No.: email: l.,l-C-a Address: Phone No.: 61 t JOB SITE INFORMATION: (All Information Required) Name: .��a-,., ® o•` Address: �- Cross Street: tpt� Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Z If'A Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Y,- Circle All That Apply: Is job ready for inspection?: YES 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: PAYMENT DUE WITH APPLICATION �a 1 Request for Inspection FormAs `e� v �O October 20, 2017 Please be advised that Jean-Michel Fogel authorizes John J. Cook of Sublime Contracting LLC to act as an agent on my behalf in all matters retaining to obtaining building permits and to perform work on 1000 Marlene Lane, Mattituck, NY 11952. 1 further understand and agree that I shall remain responsible for all permit conditions, permit provisions, fees, deposits, additional charges and collections resulting from permit application processing, permit issuance and inspection of work. Je -Michel Fogel 151 Overlook Terrace Roslyn Heights, NY 11577 917-903-9231—cell 212-249-6433—home fax jeanmichelfogel@aol.com vwole� A� �q ZD Nota y Pub ' , State of New York Name: 11A)&12 ` `c Commission E cpiratio o 07o/ County: o4 CHASE LI A CAROLE Notary Public, State of New York No. 1 CH6007993 Qualified in New York County Commission Expires June 1, 260Z Zo/FS U/24I2815 14.49 63is81 t WILLIAM SI@O(m PAGE 81/91 �b Foul E )p al . a o S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 2 LOT(S):40 ,5 I un MAIN ROAD ROUTE 25 � w wcn w � LAND N/F OF n ANNE CAROLAN m EXISTING ASPHALT DRIVEWAY D AND BELG. CLK. CURB TO BE REMOVED N 69020'50" E 5' CHAINLINK FENCE 1.0'N �X 145.00' PIPE x x x x x x x x x x x o _ � _ O O , �- z__: 22.0 W O INGROUND POOL : :: FOUNDATION CL O[58' `-".UNDER UNDER CONSTRUCTION::,: � LOCATION MAY 8, 2018 PROPOSED GRAVEL DRIVEWAY 1 Mlyy 14'x38 ,I �V 20.1' CL II 25.5'= :•:';::;: 2.9' � v� M z m O U o BRICK p 1 STORY.•: STOOP �-- v 55.9 ;' 17.0''• ': : DWELLING ::.'•. 10.1'`. 36.7' Z #1000 Q O w _ - - Lc p o M.H. :28.2': O v N o O p Z OUTDOOR W cO SHOWER pEGRESS z WINDOW � Ld WELL c6 MON. IfI ¢MON• S 69020'50" W 145.00' LAND N/F OF JANICE DUFFY THOMAS DUFFY TOGETHER WITH A 10' WIDE EASEMENT OF PASSAGE BETWEEN PECONIC BAY BLVD. AND PECONIC BAY AS DESCRIBED IN LIBER 12850 PG.273 FOUNDATION LOC. 05/08/18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,875.00 SQ.FT. Or 0.25 ACRES ELEVA77ON DATUM: UNAU774ORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA TF EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC•TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED T0:JEAN MICHAEL FOGEL; MAP OF: SHARON FOGEL; FILED: SITUATED AT: MATTITUCK TOWN OR SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE " ' PHONE (831)298-1588 FAX (831) 298-1588 # 18-30 SCALE:1 .20 DATE:MARCH 28, 201 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoyohuk Feb 2618,03:20p Sublime Contracting CLC 6313690948 p.3 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE s�A� Compensation Board UNDER THE NYS DISABILITY BENEFITS LAIN PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carriier la.Legal Name&Address of Insured(use street address only) tb.Business Telephone Number of Insured (631)369"0948 SUBLIME CONTRACTING LLC tc.NYS Unemployment Insurance Employer Registration Number of 20 SANDALWOOD LN Insured RIVERHEAD,NY 11901 Work Location of Insured(Only required if coverage is specrTically fimifed to 1 d.Federal Employer Identification Number of Insured or Social Security certain focaffons in New York State,i.e.,a Wrap-Up Policy) Number 262-07-0827 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 3b.Policy Number of Entity Listed in Box"Ila" TOWN OF SOUTHOLD DBL 6025 24-2 53095 RTE.25 SOUTHOLD,NY 11971 3c.Policy effective period 01/06/2011 to 0110612019 4.Policy covers: ® A.All of the employer's employees eligible under the New York Disability Benefits Law D B.Only the following Gass or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance camer referenced above and that the named Insured has NYS Disability Benefits Insurance coverage as described above. Date Signed 212612018 By 5 2 ,;;I- Joseph J.Masi (Signature of imurance carrier's authorized repmsenrative orNYS Lieerscd lasumnce Agent of that insurance carrier) Telephone Numb (1366)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT: If Box"4a"Is checked,and this form is signed by the insurance carrier's authorized representative or M'S Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate Is NOT COMPLETE for purposes of Section 220,Subd.6 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"4b"of Part 1 has been checked) State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Sipam e o NYS Wodmro Compenmion Board Employcc) Telephone Number Title r I Please Note: Only insurance carriers ricensed to nate NYS disabi7lfy benefits insurance policies and NYS licensed insurance agents of Mose insurance carriers are authorized to issue Form DB-120.1. insurance brokers are NOT authorized to Issue this form. DB420.1 (946) Certificate Number 477824 Feb 2618,03:20p Sublime Contracting LLC 6313690948 p.2 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 A A A A A A 282070827 SUBLIME CONTRACTING LLC 20 SANDALWOOD LANE v RIVERHEAD NY 11901 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SUBLIME CONTRACTING LLC TOWN OF SOUTHOULD 20 SANDALWOOD LANE 53095 RTE.25 RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1142982 282728 08118/2017 TO 08/18/2018 212612018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH 'THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1429 828-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESS1TE AT HTTPS:IIWWW.NYSIF.COf4lCERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT UABLF IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND J,,�� DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER:65056964B Feb 2618,03:20p Sublime Contracting LLC 6313690948 p.1 4e DATE{MN1DDNYYY) a`�o CERTIFICATE OF LIABILITY INSURANCE x/2612018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy.Certain policies may require an endorsement. A statement on this certlflcate does not confer rights to the certif-Icate holder in lieu of such endorsement(a).' PRODUCER NAME CT Carol LOsquadro Roy H Reeve Agency, Inc. P 3 - 4700 P1o):[631)298-3850MX%E>c7:- F PO Boas 54 E-MAIL Clos adro@roy reeve.eom -ADDRESS:- -- - - - 13400 Main Road II�URER(SIAFFORDINGCOVERAGE NA1CiF- Mattit:uck NY 11952 INSURERA:Utica First Ins Co. 15326 INSURED INSURERS: --------- -- -- Sublime Contracting LLC INSURERC: - -- -- ------- - --- - -- — 20 Sandalwood Zane INSURER D INSURER E: Riverhead NY 11901 INSURER F: COVERAGES CERTIFICATE NUMBER:CL176206227 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ASOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR. - - -- — ---—- -----— �ADIIL SUBFi --— - - --I POLICY EFF i LTR• TYPE OF INSURANCE POLICYNUMSER 1 I M I LIMITS X COMMERCIAL GENERAL LIABILITY I i EACH OCCURRENCE Ls _ 1,o00,000 I _ pAMAGETO RENTED I A I CLAS RWDE X OCCUR 50,000 � - _--- L_ , �PREMISES�Eaoccunence)__ 5 _--------- _ i ART1433166-00 6117/2017 6/17/2018 ,'MED EXP(Anyone person) I S 5,000 " - PERSONAL B ADV INJURY_ $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: i GENERAL AGGREGATE- $ 2,000,000 PRO- X II PCUCY L J _LOC PRODUCTS-COMPlOPAGG S —2,000,000 OTHER AUTOMOBILE LIABBJTY i I i I'F.O$NaBS1NGl LMI Is ---- UANYAUTO I I ROD:LYINJURY(Perpe-+son) S ----- _� ALLOWNED ' I SCHEDULED i I I I BODILY INJURY{Per accdeMS —J AUTOS NON-OWNED PROPERTY DW1A-GE HIRED AUTOS AUTOS UMBRELLA LIRE; I OCCUR ! EACH OCCURRENCE $ excess WAS CLAIMS-MADE AGGREGATE I S I I DED - RETENTIONS I - —�----- - WORKERS COMPENSATION I PER 'OTH- I 'ANDEMPLOYERS'LIABILITY STATUTE_•____, ANY PROPRIETORIPARTNERIEXECUIIVE Y f N i OFFiCERIfdEfdBEREXCLUDED? ! i NIA! I_E.LEACH ACCIDENT IS __-- - (MandaryIn NH) LJ raj E.L DISEASE-EA EVIPLOYE�FyS 0ye s describe under J - -- -' DESCRIPTION OF OPERATIONS be. i JJ I E.L DISEASE-POLICY LIMITS I i I I i DES=PTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addttiorel Remarks Schedule,may be attached ilmara space Is requimp Certificate holder is listed as additional insured with respect to general liability as per the terms and conditions of form #BAI-01(1/10) - Blanket Additional Insured, as required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Sovthol-d, NY 11971 AUTHORIZED REPRESENTATIVE Thor.as Dickerson/CPL (D 1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD SPLIT TYPE ROOM AIR CONDITIONERINSTALLATION MANUA SEP - 4 2018 (P/N 9379069045-031 � � 1ish � x*yz e;ari• e e t•. IMPORTANT! • Connect all wiring tightly.Loose wiring may cause overheating at con- nection points and a possible fire hazard. Please Read Before Starting When Transporting_______________________________ This air conditioning system meets-strict safety and operating standards. Be careful when picking up and moving the indoor and outdoor units. As the installer or service person,it is an-important part cf your job to Get a partner to help, and bend your knees when lifting to reduce install or service'the system so it operates safely and efficiently. - strain on your back.Sharp edges or thin aluminum fins on the air con- ditioner can cut your fingers. For safe installation and trouble-free operation,you must: • Carefully read this instruction booklet before beginning. When Jnstaiiing.__------------------______________________ • Follow each installation or repair step exactly as shown. • Observe all local,state,and national-electrical codes. _ ...In a Ceiling or Wall • Pay close attention to all danger,-warning,and caution notices given in this manual. Make sure the ceiling/wall is strong enough to hold the unit's weight.It may be necessary to construct a strong wood or metal frame to pro- vide added support. This symbol refers to a hazard or unsafe practice which can result in severe personal injury or death. ...In a Room Properly insulate any tubing run inside a room to prevent"sweating" This symbol refers to a hazard or unsafe practice which that can cause dripping and water damage to walls and floors. can result in personal injury and the potential for prod- uct or property damage. ...In Moist'br Uneven Locations • Hazel alerting symbols Use a raised concrete pad or concrete blocks to provide a solid, level foundation for the outdoor unit.This prevents water damage and ab- normal vibration. Electrical ...In an Area with High Winds Securely anchor the outdoor unit down with bolts and a metal frame. Provide a suitable air baffle. tSafety/alert ...In a Snowy Area(for Heat Pump-type Systems) Install the outdoor unit on a raised platform that is higher than drifting snow.Provide snow vents. If Necessary,Get Help These instructions are all you need for most installation sites and main- When ConnectingRefrilerantTUbing - - - - ---- ------------- tenance conditions.If you require help for a special problem,contact our . Keep all tubing runs as short as possible. sales/service outlet or your certified dealer for additional instructions. . Use the flare method for connecting tubing. In Case of Improper Installation • Apply refrigerant lubricant to the matching surfaces of the flare and union tubes before connecting them, then tighten the nut with a The manufacturer shall in no way be responsible for improper installa- torque wrench for a leak-free connection. tion or maintenance service,including failure to follow the instructions in • Check carefully for leaks before starting the test run. this document. NOTE: SPECIAL PRECAUTIONS Depending on the system type, liquid and gas lines may be either narrow or wide.Therefore, to avoid confusion the refrigerant tubing When Wiring for your particular model is specified as either"small"or"large"rather - ---------------------------------------------- than as"liquid"or"gas". ELECTRICAL SHOCK CAN CAUSE SEVERE PERSONAL INJURY OR DEATH.ONLY A QUALIFIED,EXPERIENCED When Sery_icing___ -------------------------------------- ELECTRICIAN _ _ _ _----------------- ELECTRICIAN SHOULD ATTEMPTTO WIRE THIS SYSTEM. . Turn,the power OFF at the main circuit breaker panel before open- • Do not supply power to the unit until all wiring and tubing are com- Ing the unit to check or repair electrical parts and wiring. pleted or reconnected and checked. • Keep your fingers and clothing away from any moving parts. • Highly dangerous electrical voltages are used in this system. Care- • Clean up the site after you finish, remembering to check that no fully refer to the wiring diagram and these instructions when wiring. metal scraps or bits of wiring have been left inside the unit being Improper connections and inadequate grounding can cause acciden- serviced. tal injury or death. • After installation, explain correct operation to the customer, using • Ground the unit following local electrical codes. the operating manual. - STANDARD ACCESSORIES } The following installation accessories are supplied. Use them as ELECTRICAL REQUIREMENT required. Always make the air conditioner power supply a special branch circuit and provide a special switch and receptacle.Do not extend the power cord. ea d,Stte Always select the size that corresponds to the capacity of the break- er to the size of the power cord. Installation Manual Drain pipe This manual) _ ( 9000 BTU/h MINIMUM CIRCUITAMPACITY 10A l MAXIMUM OVERCURRENT PROTECTION (TIME DELAY FUSE OR HACRTYPE CIRCUIT BREAKER) 15 A This air conditioner uses new refrigerant HFC (R410A). , The basic installation work procedures are the same as conventional refrigerant (1122) models. However, pay careful attention to the following points: (1) Since the working pressure is 1.6 times higher than that of conventional refrigerant (R22) mod- els, some of the piping and installation and service tools are special. (See the table below.) Especially,when replacing a conventional refrigerant(1322)mgdel with a new refrigerant R410A model, always replace the conventional piping and flare nuts with the R410A piping and flare nuts. (2) Models that use refrigerant R410A have a different charging port thread diameter to prevent - erroneous charging with conventional refrigerant(1322) and for safety.Therefore, check before- , hand. [The charging port thread diameter for R410A is 1/2 threads per inch.] (3) Be more careful that foreign matter(oil,water,etc.) does not enterthe piping than with refrigerant I (1322) models. Also, when storing the piping, securely seal the opening-by pinching, taping, etc. (4) When charging the refrigerant,take-into account the slight change in the composition of the gas and liquid phases, and always charge from the liquid phase side whose composition is stable. Special tools for 13410A-. Tool name Contents of change Pressure is high and cannot be measured with a conventional gauge.To prevent erroneous l Gauge manifold mixing of other refrigerants,the diameter of each port has been changed. It is recommended the gauge with seals-0.1 to 5.3 MPa (30 in.Hg to 768 psi)for high=pressure. i -0.1 to 3.8 MPa (30 in.Hg to 551 psi)for low pressure. Charge hose To increase pressure resistance,the hose material and base size were changed. Vacuum pump A conventional vacuum pump can be used by installing a vacuum pump adapter. Gas leakage detector Special gas leakage detector for HFC refrigerant R410A. , I SEP - 4 2018 r'Tr,7.TaMq°DEPT. 1 U S.GOvemmenf ;> Federal law prohibits removal of`this label before consumer purchase. } IDE !" Heat Pump FWITSl1 GENERALAMERICA;INC. - Cooling and-Heating Model AOU9RLFVif1 Split System ' Cooling I Efficiency Rating (sER)* 23601 V. The heating efficiency, ' U rating varies slightly in ' 14.0 30.5 different geographic Least Efficient MostoEfficient regions.Ask your' Range of Similar Models " contractor for details. Seasonal Energy Efficiency Ratio 17 t z t Heating Efficiency Rating (H3PF)* 11+ .0 ' 4 For energy cost info, visit 8:2 13.5 product!nfo.energy.gov Least Efficient Most Efficient Range of,Similar Models d 'Heating Seasonal Performance Factor i .(Part No.932i255458) V[E SEP - 4 2018 P-TJU DYTG Dr,,-PT. APPROVED AS NOT D DAT AP #I U S 0 R DOFEE: ff BY. VNOTIFY BUILDING DEPART T AT e9GG`'G� Lao C�L1G'�Gvlg G°Qo�oLlo UO -,L SFRUCr10 --,.L- U 765-1802 8 AM TO 4 PM FOR THE LaG3C�Czl�4CC�U' FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED 290 12@L%m@m19 &W19 nIMC FOR POURED CONCRETE N0W[E RC &%109 aim mm Iom 2. ROUGH - FRAMING & PLUMBING 009.72.@ 3. INSULATION I I 4. FINAL - CONSTRUCTION MUST-A a�R- A A -AD -AD -A!L- -A a— -A%- 0 -9=N� .A!L- 0 -j!L- -A COMPLETE FOR ALLB CONSTRUCTION SHAOLL MEET THE o REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �''` " = f• R S 0 G -, COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 11 r f AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN , my Q NO t , 5 - OCCUPANCY OR RETAIN STOMA tJATER RUN' [AND `4 1 /' ¢, FURSUA�?T TO CHAPTER 23 2-22-18 ISSUED FOR PERMITS Z• - USE IS UNLAWFUL a GONSTRUGTION. g OF THE TOWN CODE. WITHOUT CER 1 IH" OF OCCUPANCY / EXIST. ASPHALT DRIVEWAY Fire separation / � ELECTRICAL , TO BE REMOVED AND REPLACED WITH CRUSHED O�� INSPECTION REQUIRED required as per BLUESTONE W/ BELGIUM NAS 0 NYS Code BLOCK N PROPOSED 345.66 S.F. ATTACHED :' �`- GARAGE �'�'� y�` _ All exterior lightin ; EXIST. ADDITION / .r: _';` jr ;: TP".J'°^6�Ld CAIRM.NG R''OU'.17-� � •.; .:Y installed, replaced ASPHALT ' repaired shell conf t DRIVEWAY TO2to Chapter 172 / 2�° o` ' ' °4 °`2 DO NOT PROCEED WITH of the Town Cod BE REMOVED. FRAC N,(J ljrJTJL SURVEY OF F 0UNr)A"i0N LOCATION o HAS BEEN APPROVED. EXIST. DETACHED bq• 20 / �' �1' GARAGE TO BE N , .EMOVED �2� / �' 01 EXIST. NO \ y \ 1 DWELRLING 0 O EXIST. DECK TO s / 0 NOTE: BE REMOVED X INFORMATION TAKEN FROM SURVEY PERFORMED BY WILLIAM R. S 1 MMONS, III LAND SURVEYOR. DATED / NOVEMBER I8, 2015 / TAX MAP NO. : 1000-144-2-40 s o 'r v Q y `O` Q LU LU 517E PLAN a I SCALE: 1" = 20' w O C7 O < N w O � o LU 00 O r r oa O O d a � � a 9 pDo91E@V#0- 005 0 (�QD [�D(L( g PROJECTS-1124 T-I.DWG DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. 4 DATE T-I TITLE SHEET 2-22-18 T == 1 A-I SCHEDULES, NOTES 4 DETAILS 2-22-18 A-2 FOUNDATION, FLOOR PLAN 8 NOTES 2-22-IS A-3 ELEVATION, SECTIONS 4 NOTES 2-22-18 0? TA131-E 3.1 FASTENER SGHEI7ULE FOR STUGTiJRAL MEMMRS � �� I �� �®� NUMBER AND TYPE OF SIMPSON L5TA 30-186A. JOINT DESCRIPTION FASTENER NAIL SPACING ROOF FRAMING RIDGE STRAPS AT EA. I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH RAFTER' Rafter Plate Toe� 3-Bd er rafter STRUCTURAL GRADE NO. 2 OR BETTER. Geilln Joisstt to 7o Plate TToo e-nailed 3-8d er foist OR CelliJoist to Parallel Rafter Face-nailed 4-16d each la 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Getlin Joist La s over Partitions ace-nailed 4-Ibd each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. 2"X4" COLLAR TIES AT / \ Collar Tie to Rafter ace-nulled 4-8d 12er tie PERIMETER PANELS AT EDGE OF ROOF it WALL CORNERS TO BE NAILED 0 4" O. I6" O.G. ll" DOWN Blockin to Rafter Toe-nailed 2-8d each end ALONG EDGES 4 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. 3 Rim Board to Rafter d-nalle 2-Ibd each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS a &-0" MAX. 5PAGI BETWEEN RIDGE AND aul� Q° K&ww9 Q°D°Q° WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. CEILING JOISTS. Too Plate to ToIR Plate ace-Halle2-Ibder foot o ft� 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED &ALV. METAL L CnC� O l!IOU T Plate at Intersections Toe-nailed 4-I6d joints - each side CONNECTORS BY SIMPSON (OR EQUAL). Stud to Stud (Face ailed 1Ibd 24" o.c. + + + + 299 R@L%n10O M L EMUE Header to Header Face-nailed 2-Ibd I6" oz. olon "es ��� I �� �®� � . 2" x 8" RR ® I6" O.G. LAG BOLT NAILER W/ 2 �� 9 To or Bottom Plate to Stud d-nails 2-I6d er 2x4 stud 3/8,110 x 4 1/2 BOLTS ® 32 O.G. @ccO��d[IE�,Q�1��1E�°-��,f�f1aE�mom f19�J00 9 �NJ tl o Ll C5 C1 o��J�.�=J 3-I6d per 2xb stud TYP. ROOFING 4-16d 12er 2x8 stud WINDOWS / 5L. 6L. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ I" MIN. AIR SPACE TECO EA. R.R. TO 2"x8" NAILER Bottom Plate to Floor Joist,Band oast,Es olst or Blockin ace-nates - er foot INSUL. GLASS, IMPACT RE515TANT 4DE51ON PRESSURE RATED AS REQ'D TYP. EXT. ��a�❑ P40011t FRAMING BY CODE ORUSE: STRUCTURAL PANELS FOR STORM PROTECTION- ABOVE INSUL. WALL (2"x4" Joist to 5111 To Plate or Girder Toe-Haile 4-8d per otst PROVIDE PRECUT, PREDRILLED PLYWOOD, '1/16" THICK. IN ATTIC INCLUDE ATTACHMENT HARDWARE: SPACES) Bridging to Joist Toe-Haile 2-8d each end 2 I/2" N0.8 WD. SCREWS ® I6" O.G. F/ SPANS LESS OR EQUAL 4 Bloc In to Joist Toe-nulled 2-Sd each end a 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, Blockin to 5111 or T Plate (Toe-nailed) - each block i/2" 6WB. 1„ = i,_p„ //��r`: ,' '�•�� Ledger Stri to Beam Face-nailed 3-I6d eachfoist AND ® 12" O.G. F/ SPANS BETWEEN 6 d 8 FEET. Joist on Ledger to Beam (roe-nolle 3-8d12 er lolst R-2 IN5UL. SHEATHING Band Joist to Joist d-nailed) per otst BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS (OPTIONAL) Band Joist to 5111 or Top Plate Toe-nolle 2-Ibd 112er foist WITH OWNER. R-ICI BOOP SHEATHING OPTION: PROV. I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUGT. INSULATIONX - Structural Panels 8d 6" ed e /b" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT Dla onal Board 5heathin FROM WEATHER, ETC. (VERIFY DETAILS) 1"xb" or I"x8" 2-8d I per support "xl0" or wider 3-8d I per support G ILING SHEATHING &josvm k4oflboord5d coolers T" ed e / 10" field GL I MAT I G `P' eECeRAPH I C (:D T) �. I SUL. RAFTEf�: 6 HALL SHEATHING 1" = 1'-O" TECO �?,P Structural Panels 8d 6 ed e / 12" field D 5 I I �'�I G I TF- I A : EA. _15T. CONNEECTORSHa"16" O.G. Fiberboard Panes v bd 3" ed (ONE EACH SIDE) e /6" field AMERIGAN FOREST AND PAPER A55OGIATION (AFr�PA) a� 25/32" 8d 3" ed e /6" field 2"X6" WOOD FRAME CONSTRUCTION MANUAL FOR G•J• 2-22-18 ISSUED FOR PERMITS um Wallboard 5d coolers 7 ed e / 10 field ONE AND TWO- FAMILY DWELLINC5. (2001 EDITION) AND CONSTRUCTION.6155UEDFO Hardboard 8d 6 ed e / 12 field Particleboard Panels 8d 6 ed e / 12 field Dta onal Board SheathIncl 1"x6" or I"x8" 2-8d er su or GROUND SNOW LOAD 30 PSF " 10" or Hider 3-8d per support 101,0011tSHMATHING HIND 5PEED : MATTITUGK 130 MPH (3 SECOND GUST) "X4" 5tructural Panels WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) r 8d 6" edge / 12" field SEISMIC DE51ON CATEGORY C greater than " IOd W edge /b" field Dfa onol Board 5heothing WEATHERING AREA SEVERE I'-4" I xb or I x8 - per support x o or wider 137'd per support ICE SHIELD YES MAINTAIN I" CLEAR U.N.O. BOOP SHINGLES I FROST LINE DEPTH 3'-0" FOR VENTILATION. Asphalt roof shingles 6aiv. stlmin. 12 a. shank w/a min. 3/8" dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY NOTCH RR F/ i3 P 9 through 6 roofs g materials and a min. of 3/4" into roof sheothinand shall DECAY AREA SLIGHT TO MODERATE SHEATHING roofin manufacturer and rovide no less than 4 fasteners pe stripshingle. :Nailing requirements are based on wall sheathing nailed 6' on center at the panel edge. If wall sheathing is nailed WINTER DESIGN TEMP I I 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. s When wall sheathing is continuous over connected members,the tabulated number of nalls shall be permitted to be ® �4 I I®7 I DOUBLE TOP PLATE reduced to I-16d Hall per foot. R-30 INSUL. R302A Wall and ceiling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke-developed Index of not greater than 450. TYP. ROOF, TIE-5: 8302.14 Combustible Insulation shall be separated a minimum of 3 inches from GONNNE TORS ® ib" O.G. I-4 HEADER e �I A L N 07 5 recessed lighting fixtures, fan motors, and other heat-producing devices or U.N.O. I `� I separated In accordance with the conditions stipulated in the fixtures listing. Recessed fighting installed in the building thermal envelope shall meet theFULL HEIGHT I. All work shall comply with the 2015 International Residential Code for one and requirements of Section NI102.45 STUD two family dwellings, the 2001 Wood Frame Construction Manual and the A5GE-1-05. 8308 Glazing at hazardous locations shall have glazing protection In conformance Contractor shall coordinate any and all Inspections as required to obtain certificate with r308. In general, glazing in all doors and fixed side panels, 6lazings less than HEADER TO STUD: of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazingwithin 24" arc of doors in closed JACK STUD 2. All work shall comply with the New York State Energy Conservation Code. SeeBY SIMPSON LSTA21 CONNECTOR ote 5. position with sills less than 60 above floor. 61azings over 4 square feet and less 1. n n All electric work shall comply with the National Electrics Code. Electrician shall than 18" above finished floor. &lazing near stairways/landings. See complete text of W ib-IOD FASTENERS obtain fire underwriters certificate for all electric work and shall submit to owner. 8308.4. blazing for specifics on locations and exceptions. /p Iwo Provide all outlets and Junction boxes required for all appliances, pumps, equipment, R308.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. I" _ ('-O" WIW SILL Jacks, T.V. cable Jacks, etc. with owner ae required for the full installation and LATE r satisfaction of owners requirements and code compliance and shall provide some. R30a Garage opening protection and separation required to be as noted and in STUD TO PLATE: Architect 1s not responsible for electrical designs for this project in any capacity. conformance with R30cl. Garage floor surfaces shall be sloped to facilitate the SIMPSON "HOU5" UPLIFT 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing installations CONNECTOR W/ J" DIA. Including but not limited to fixtures, trim, caccessorles, etc. and requirements for water 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear TYPIGAL AT CORNERS service and domestic hot water. Architect is not responsible for any plumbing systems opening of 5.1 square feet. 24" minimum clear opening height, 20" minimum clear OF BUILDING AND AT in any capacity. Contractor shall provide sanitary system in accordance with the BOTTOM PLATE opening width, 44" max still height. ENDS OF SHEARWALLS. owners approved site plan and shall coordinate all Inspections required for approval of some. And surveys Indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL �_L Contractor shall provide surveyor with information as required. CONFORMANCE WITH TRIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. w V J and Building Code and Energy Code. Contractor shall review all mechanical systems r , with owner for type of system to be provided (I.E. oil, gas, or electric hot water or 8311.7 Stairways shall not be less than 36 Inches in clear width at all points above the T i I�I Cj � ( I V� DT I L. v O air, etc) including air conditioning requirements. Architect Is not responsible for permitted handrail height and below the required headroom height. Handralls shall not heating or air conditioning systems In any capacity. project more than 4.5 inches on either sideof the stairway and the minimum clear 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, '� I I OSI I �/_� w LU proceed with any of the work. shall not be less than 31.5 inches where a handrail Is Installed on one side and 27 F--I Z Q g 1. All site work including sanitary system, utilities, easements. setbacks, elevations, Inches where handralls are rovided on both sides. The maximum riser height shall be " _ ,� ►H-+ LUZ drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the 8.25" and the minimum tread depth shall be cl " In conformance with R314.2. Minimum I - ( -O Z owners surveyor. The Architect is not responsible for site designs of any type in any headroom 6'-8'. All stairs shall be provided with illumination In accordance with _J capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair w (/ 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. v the type of work being performed. All contractors shall maintain liability Insurance and 0 workers compensation Insurance In connection with all work being performed in R311.7.8 Handralls having a minimum and maximum hei hts of 34 inches and 38 inches, TYP. ANCHOR BOLT: a E- Z project. respectively, measured vertically from the nosing o?the treads shall be provided on 5/8"DIA. 48" O.G. TYP. HOLDDOWN5: w a. All materials, systems, equipment, fixtures, etc. shall be Installed In strict at least one side of stairways. All required handrails shall be continuous the full COORDINATE PLACEMENT compliance with the manufacturers written specifications and Installation instructions length of the stairs with two or more risers from a point direct) above the to riser BY SIMPSON, HD2A CONNECTOR E O I-- N LU g P y P w/HOLD DOWN BOLTS. VERIFY 14-SD53 SCREWS (OPT) AND EXTENDED O .� i � Including all clearances for service, etc, of a fll ht to a point direct) above the lowest riser of the flight. Fads shall be 5/8" BOLT FROM END WALL 10. All contractors shall warrant their work In writin to the owner for a minimum g P y g BOLT TYPO RE CONSTRUCTION 9 returned or shall terminate In newel posts or safety terminals. Handrails adjacent to ETC. BEFORE GONSTRUGTION (SEE END. PLAN FOR LOGATINS) � � •� � period of two years. a wall shall have a s ce of not less than 1.5 inches Obmm) between the wall and the �' :: II. The Architect shall not have control or charge of and shalt not be responsible P I-� x IS GAUGE STEEL I-� x 18 GAUGE STEEL 0 - ��- 9 p handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 GOLIED STRAP WRAPPED GOLIED STRAP WRAPPED - I for construction means, methods, techniques, sequences, or procedures, or for safety Inches minimum to 5/8 Inches maximum. Edge radius of I/8". Q T_ programs In connection with the work or for acts or omissions of the contractor, UNDER SILL AND OVER UNDER SILL AND OVER O subcontractors or any person performing, any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 inches (914mm) In height. Open sides of stairs EACH STUD W/ 12" MIN. EACH STUD W/ 12" MIN. them to carry out the work In accordance with the intent of the contract documents In with a total rise of more than 30 inches above the floor or grade below shall have I STUD BEARING. NO. 0518 y ( STUD BEARING. NO. 0518 °° - that said responsibtity is the sole responsibility of the contractor. guards (each side) not less than 34 inches In height measured vertically from the - z_ BY 51MP50N c _ BY 51MP50N 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and approved by owner. nosing of the treads. (second story guards are recommended to be higher) I I 0 (W] •. _ c 13. All Interior finishes including but not limited to walls, flooring, tile, etc. shall be8314 Single and multiple-station smoke alarms shall be installed in each sleeping 0 Z reviewed with and approved by owner. room, outside of each separate sleeping area In the Immediate vicinity of the 14. All miscellaneous interior items Including but not limited to doors, trim, fireplaces. bedroom, on each additional story oft he dwelling, Including basements The alarm a closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and devices shall be Interconnected In such a manner that the activation of one alarm will • " ~ approved by owner. z activate all of the alarms in the individual unit. The alarm shall be clear) audible In all � � � z_ 15. Where existing walls, posts etc. are removed It Is the responsibility of the y dJ d1 contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over bockround noise levels with all intervening doors closed. All smoke TYF.FND. / FTG. GRADE TYP. FND. / FTG. PHQ) j 19@U#.o 00r.�. alarms shall be listed and Installed In accordance with the pprovisions of this code c GRADE and the household firewarning equipment provisions of NFPA72. EXP. JT. 4 ° PITCH FINAL GRADE EXP. JT. ° R315 Carbon monoxide alarms shall be installed outside each separate sleeping area AWAY FROM WALLS TYP. PITCH FINAL GRADE PROJECTS-1805 D =J1ON LOD�. in the immediate vicinity of the bedrooms. Where a fuel-burning appliance Is located 4" 3500 P51 GONG. 5 AWAY FROM WALLS TYP. ° A-I.DWG within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be Installed within the bedroom. Carbon monoxide alarms shall be listed in accordance ° O z ° 4 z_ LIVE DEAD with UL 2034 and UL 21'1. m m DGQMJn � 1C�#o 30 10 ROOF = �2Ppi- R'702.'1 A vapor retarder are required on the Interior side of frame walls in Climate 2" "x42" " x4 Zones 5, 6, '1, 8 and Marine 4 with the exception of basement walls and below grade KEYWAY . °. . KEYWAY 40 10 DECKS / PORCHES portion of any wall. ° a v 40 10 ROOMS OTHER THAN 5LEEPIN6 ROOMS 8"x16" 30 10 SLEEPING ROOMS exceed Attic access. An attic access opening shall be provided to attic areas that FOOTIN exceed 30 square feet and have a vertical height of 30 Inches or greater. The 20 10 ATTICS WITH 5TORA6E rough-framed openinh shall not be less than 22 inches by 30 inches and shall be 10 10 ATTICS WITHOUT STORAGE located In a hallway or other readily accessible location. A 30-inch minimum unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section MI305.1.3 for access requirements where mechanicalOU�DT equipment is located in attic. Ri00I.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced as required in this chapter and the applicable provisions of Chapters 3, 4, and 6 with `� 2 Of 4 applicable clearances to combustibles and firestopplIng. REMOVAL. NOTEB: I. GONTRAGTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY VEGETATION, TREES, DRIVEWAY, HARD5GAPE5 ETC, THAT 15 NECESSARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE - - - - - - - - - - - - - - - - - - RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE WITH THE CONSTRUCTION OF NEW 2. A L MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY oe lov Qo mmm9 QoD.&. DISPOSED OF. LQMMOUIOU 15'-8" I LINE OF WALL BELOW. �9`3 G30O MM M19 LWERU19 5'-0" ¢ 3'-0" v I GuwCL3CZ iglio9 my 9 09 EX15TINO KITCHEN ® © OA = tL I f'OOUNI:�ATI ON NOTES: C� 39o4�ao0 }4 (NO CHANGE) - - - - - - - - - - - - - - - - --- 4'-6" 4" lo'-6" 4" I D. FTC.: 8" THICK GMU FND. WALL (or WHERE NEW) w/TYP. ANCHOR BOLTS, �CLaCL o ON CONTINUOUS 16"w. x 8"d. P.G. FP.G. OOTING; TO A MIN. DEPTH OF 36" BATH PIS IBELPEROS.FG RG CAPACITY. OPT. REBARURBED : BARS, HORIZONTAL 501L w/ MIN. 1 TON ^� ' CONTINUOUS AT TOP 8 BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3" FV- I COVER. 24 x68 ° ( S I LL/TYP. ANGHOR BOLTS: ` `'r I 2-2"x 6" (or 1-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL CONTR. SHALL PROVIDE x T PITCH y I PLATE, (PROV. TYP. 51LL/WALL TIE5, WHERE REQ'P) OVER TERMITE SHIELD AND SILL SEALER w/ /e"dfa. ANCHOR BOLTS (`i"MIN. EMBEDMENT m NEW CRICKET AND NEW FIRE li FLASHING AT EXIST. I AND 3"SQUARE WASHERS) ® 36"o.c. 4 28"o.G. WITHIN 8 FT. OF CORNERS RATED SELF CHIMNEY AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE CLOSING DOOR VI PLACEMENT w/HOLO-DOWN BOLTS, AS REQ'D. TO CONNECT TO ` P . .: F'• p.�, EXISTING H \ i 5HEARWALL 511DBRACKET5. (5EE DETAIL5). SILLMALL TIES: FIREPLACE. p EXIST. MASONRY I NO CHANGE CHIMNEY. (NO REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMPSON 6520, ! ' � N N CHANGE) I (20 Gage), 1 1/4" STEEL STRAP TIES 0 I6"or- (AT EA. STUD w/MIN. 8- 8d GARAGE - - - - - - - _ - I NAILS, EA. END) WRAPPED UNDER d UP INSIDE FACE OF SILL, OUT TO EXISTING LIVING RM. I LENGTH AS REQ'D. (5EE DETAIL) Mo CHANGE) HOLD-DOWN BOLT: O M U CE o 2"x8" RR ® 16" O.G. LINE EXIST. I 51MILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REG-0. TO RIDGEE TO BE I ANCHOR SHEARWALL SEGMENTS. (5EE STND. DETAILS). CONTRACTORS 2"x8" GJ ® 16" O.G. ROOFED OVER I MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO 2-2 AND C8 ISSUED FOR PERMITS I'-6" 4" � I IN5URE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (IN5TEAD AND CONSTRUCTION. A I OF HD2A's d BOLT5): USE STRAP TIE HOLDOWN, SIMPSON STHDIO -3 EMBEDED IN FND. WALL 4 EXTENDED UP OUTSIDE FACE OF WALL AS ":2�xe PITCH I REQb. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. �- I CONCRETE: - - - - - - - - - - - - - - - - I ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) LINE OF I I STRENGTH OF 3000 PSI, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR O GONG. FOUND. I USES; INCLUDING GARAGE SLAB, ETC. m It 11 I I (2) 13/4"XQ I/4" LVL - - - - - - - - - - - - - - - - - - - - -I GONGRETr= NOTr=B: 4'-0" 8'-0 " 4'-0" I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-9q; CONCRETE SLA55 SHALL BE 3500 PSI STONE CONGRET•E; ALL NOTE: EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. PROVIDE WHITE ALUM. GUTTERS AND 5LAB5 ON GRADE SHALL BE NORMAL WEIGHT GONGRETE. �I �I LEADERS AT NEW AND EXIST. ROOF AREAS. TIE INTO EXIST. DRAINAGE 2. ALL REINFORCEMENT SHALL DEFORMED TYPE POOLS AS REQUIRED. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. I f9C A!! I/4" = I'-O" SCALE: I/4" = i'-O" 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-315 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 OIAMETER5 AT SPLICES AND CORNERS AND HOOKED AT NON- CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL BE IN ACCORDANCE WITH AGI SP-66. (55) L �� N� W I Ni7OV�l �.' Gf-EI7UL 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND , NEW 8" 3500 PSI CONCRETE OPENING; HOOK ENDS. FOUNDATION WALL MARK ANDERSEN OTY. ROUGH OPENING 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR E-SERIES MEGHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 5'-0" 5'-6" H02A TYP. C = _ _ EXIST. WD. FRAMED WALL TO BE ,� TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. Ilk HOLD DOWN REMOVED. O TW2642 2 2-8� x4-4j" d) BOLT LOCATION EXIST. WD. FRAMED WALL TO O FWH5068PALR I 5'-0" DRILL GROUT REFER TO A-I REMAIN. r-RAM I NS NOTES: W/#5 REBAR ® 15'-0" FOR DETAILS 12" O.G. INTO NEW 2X4 WOOD STUDS ® 16" O.G. I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS DROP T.O.W. W/ " GYP. BD. BOTH SIDES ( " FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. EXISTING WALL -8" TYP. PLYWD. SHEATHING d R-15 INSUL. TYP. AT EXT. WALLS) WINDOW NOTES: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. I. ALL BOTTOM OF WINDOW HEADERS SHALL BE THIGKNE55 OR A5 NOTED. O 6-8" AFF UNLESS NOTED OTHERWISE. 3. ALL 5JBFLOORINO TO BE APA RATED 5TURD-I-FLOOR. 75 GFM EXHAUST FAN 2. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO Z ORDERING. BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD w DAMP PROOF ALL O (�/ EXISTING GRAWLSPAGE ,I WALLS BELOW 5UBFLOOR TO FLOOR J015T5. 3. CONTRACTOR SHALL COORDINATE AND VERIFY U O MO CHANGE) GRADE TYP. ALL ROUGH WINDOW OPENINGS A5 PER 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH 4 3000 P51 MANUFACTURES SPECIFICATIONS WITHOUT DOUBLE UPRIGHTS, a'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL < P.G. SLAB W/ EXCEPTION. HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON oxrRo� INTDS SOUARE 1OOTACES: DRAWINGS. Q 1��1 PER CODE W/ 6x6 _ c4 O 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND ~ Lu z (x 10/10 WWM REINF. : EXIST. FIRST FLOOR = 1,423.34 5.F• FLOOR BEAMS A5 PER N.Y.5. CODE OR AS NOTED 6 8' "-0O.G. � G.J. ON 6 MIL VAPOR w OO BARRIER UNDER N N 3000 PSI CONC. FOUND. WALL PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. SLAB. TO BE 8" MIN. 36" BELOW NEW ATTACHED GARAGE = 345.66 S.F. 6. DOUBLE FRAMING AROUND OPENINGS(s I1 hts,salrs etc) OR S f:4XX v -4 GRADE W/ (2) #5 REBAR TOP ky ttA g 'V\ =)BOT. ON CONTINUOUS FTG. EXIST. DETACHED GARAGE NOTED ON DRAWINGS. a I- O DRILL 4 GROUT PROVIDE 5/8" x 16" A.B. a 32" (TO BE REMOVED) = 3'11.64 S.F. 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS w d- O W/#5 REBAR � `J 12" O.G. INTO O.G. REFER TO A-I FOR OR AS NOTED ON DRAWINGS. EXISTING HALLDETAILS. 8. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED WITH OAl AAN\ O N RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR O < _3 APPROVED EQUAL. _ 411 < Q. PLYWOOD SHEATHING TO BE NAILED WITH 80 ® 4" O.G. - O Q PROVIDE (2) #6 4" VTR ROO� EXTERIOR EDGES AND 6D 0 12" O.G. INTERMEDIATE. O O REBAR VERT. JIL 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND DROP T.O.W. EA. SIDE OF ❑O _ LL B5MT. DOOR y 5TUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY TYP• OPENING. TYP. i "51MP5ON" OR APPROVED EQUAL. 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI : .�•__:�'' '} "f '` J 5ERIE5 WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL O Z d " 3 I I/2 i I JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING ' 51-101/211 t-101/211 8-311 3 10 1/2 I I 5TIFFENER5 INSTALLED A5 PER MANUFACTURERS a t- RECOMMENDATIONS. WEB 5TIFFENER5 SHALL BE REQ'D AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL pQQ)dE@V#o 1805 LAV, ( RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER WG ( MANUFACTURERS RECOMMENDATIONS. @Q[o pUdC�o PROJEGTS-1805 IST. fLR.(SLAB) 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2 DIA. A-2.DWG MACHINE BOLTS ® 12" O.G. „ 3:1 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. TIE INTO EXIST. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR HOUSE 5EWER AND BEAMS, 5PACING NOT TO EXCEED V. SGHD APPROVED 411 G.O. SYSTEM. E-�L• FOUNDATION GR,4WL SPACE ROOD(NC NOT�B I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT SHINGLES BY TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" GDX. PLYWOOD. 2. PROVIDE GRADE ICE 8 WATER SHIELD AT LOWER 36" OF ALL SCALE: N.T.S. SLOPED ROOF AREAS AND AT ALL VALLEYS. 2aCMC4 a0oo 3 0f �F r 7)OOF I CAL N07ES: A PROVIDE NEW 2"x8" ROOF EXT. WALL: EXIST. ROOF FRAMING TO GONT. RIDGE VENT 2"xb" 5TUD5 ® 16"o c. AT 8' HT. w/ R-ia IN5UL. SHEATHING: 1/2" MIN. COX FRAMING TO EXTEND EXIST. PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER REMAIN. ROOF TO NEW w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY c��SG,G� Qo �Q��9 Qo�oQa ROOF. 2"x10" RIDGE BEAM 5IDIN6/REQMT5. 4 ALL FIN15H TRIM (A5 APPROVED BY OWNER). C�GC�GtI�`L�CC�S� 12 2"x8" RR ® 16" O.G. W/ A" ROOFING: 2�9 QOO LaIYIOO MER LaM EMUIE 5 COX PLYWD. 4 30 LB. ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED nowim 3C�i aDg air 9I ° 0 9 FELT 4 ICE SHIELD (MIN. BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. COX PLYWD. SHEATHING. USE b FROM 3'-O" FROM EAVE) NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. - - - 2"x4" G.T. - - - AND ASPHALT ROOF FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS 4 FLASHING TO BE - - - - - - SHINGLES TYP. CORROSION RESISTANT. R-30 BATT ROOF TIES: (OPTJ 6" AZEK (FASCIA BO. PROVIDE SIMPSON 0520 STRAPS GUT TO LENGTH F/ MIN. 8- 8d NAILS EACH - - - , END OF STRAP, AT EACH RAFTER ® I6 o.c. USED TO TIE ROOF RAFTERS TOS-a \ _ T.O. WALL WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 4 RAFTERS FOR CONNECTION OF f TIES. EL: Q'-b" A.F.F. 2X6 GLC. � It TYP. 'x' 11 tt 1 1/2 WALL TIES: (2) 2"X10" MR GYP. JST ® 16" REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER '4/ ) O.G. LEVEL 5TUD5 ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ HEADER BD. TYP. VENTED SOFFIT SIMPSON 0520 STRAPS a Ib"o.c. USE MIN. -7-8d NAILS, EACH END OF STRAP. II I I OARAOE (SEE STANDARD DETAILS, DWG. I). REMOVE PORTION OF WALL TO ALLOW THE i ( SILL/WALL TIES: _ REOV. ONLY AT WALL5 SUPPORTING ROOF STRUCTURE : USE 51MP50N 0520, INSTALLATION OF NEN )I I ----F ( ��- 20 GAGE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH AS REQ'D. FOR '1-8d DOORNAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF EXIST. L I V I NO RM. I I R-15 BATT j _� i WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. I) ( I 2"x4" WOOD FRAME WALL HEADER: - ® I6" O.G. W/ tl PLYWD. 4 I �0 MIN. HEADERS: 3-2"x8" AT 2x6 WALLS AND 2-2"x8" AT 2x4 0 TYVEK WRAP AND S ISSUED FOR PERMITS NOTED OTHERWISE N.N.0)• SPANS OF HARDIE SIDING G I WALLS/ SUNLESS w/ DBL. STUDS Q'—O" AND OVER;SUPPORT 18 RMI 6 0 AND D OOVV ERR;; E T w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON LSTA21, or EQUAL) 2-22- FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF AND CONSTRUCTION. R-15 BATT " PLYWD. I I I (OPT) STRUCTURE. SUBFLR. ( t ; ' FASGI A/ SOFFIT: j I"xb" FASCIA w/ 2"x 5UB-FA50IA (A5 NEEDED), SOFFIT: MATERIAL (TBD) w/ f /�(2)2"x4" P.T. SILL PLATE GONTINUOUS 50REENED VENT,VERIFY ALL DETAILS, TRIM, ETC.. - OPT. �MATGH ! �W/ TERMITE SHIELD MATCH TRIMBOARD (or equal) AND/OR T4 C-7 WOOD TRIM AS SELECTED. --t� INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. P.T. 2"x4" EXIST. F.J. PLATE C � : „'a SUB—FLOOR: I x6 WD. 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE TRIM _ GRA9E 4 NAIL PLYWOOD TO FLOOR JO15T5/FRAMINO. - (VERIFY SPECIFIC 2"x FLR. JST. TO .4a. • . UNDE:RLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS MATCH EX15T TO SELECTED BY OWNER). EXTEND FLOOR IN I 4" 3500 PSI GONG. SLAB W/ CLOSET. �- EXPANSION AND CONTROL JOINTS RIM BOARD: EXIST. CRAWL SPACE I LINE OF EXIST. FTG FOR PER CODE W/ bxb 10/10 WWM AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, (LEVEL;USE MIN. I" a-RIM MASONRY CHIMNEY TO REINF. ON 6 MIL. VAPOR BARRIER BOARD(or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;USE V4" RIM BOARD. REMAINUNDER SLAB. 3000 PSI GONG. FOUND. WALL TO ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 n : VERT. SQUASH BLOCKS (PER JST) UNDER ALL BEARING PARTITIONS 4 POSTS. - - - -1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7BE 8" THK.. MIN. 36" BELOW GRADE W/ (2) #5 MBAR TOP 4 BOT. ON -- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - GONTINUOL� FTG. PROVIDE 5/8" x 1611 A.B. ® 36" O.G. REFER TO A-I FOR DETA4L5. ' w Q < In LINE OF AD2ITION LINE OF EXIST. w O u EXIST. MASONRY CHIMNEY TO REMAIN 30 YR. ARCHITECTURAL I-j O O EXIST. MASONRY BY FRAME OVER EXIST. CHIMNEY TO REMAIN ASPHALT SHINGLE O EXTEND EXIST. ROOF TO 30 YR. ARCHITECTURAL -LINE �EXIST. HIP ROOF GERTAINTEED. COLOR TO � � � � RIDGE AS REQUIRED. NEW GARAGE RIDGE. ASPHALT SHINGLE BY BE SELECTED BY OWNER. _ Lu z REFER TO ROOF PLAN.A CEI2TAINTEED. COLOR TO 12 30 YR. ARCHITECTURAL 5(�QSrJ 12 C� Z Z BE SELECTED BY OWNER. RIDGE VENT �sfF,clsrJ ASPHALT SHINGLE BY RIDGE VENT w _j - Q GERTAINTEED. COLOR TOF- ---_.� _____.___ -__ . m_- -- ---.____-- _ f-i-1 ___.__ BE SELECTED BY OWNER. _ — — — — — — — -- -- _ _. _- _ _ _____– _ .. ._ 2 LINE OF �_,T--��- -�! b" FASCIA W/2tt EXIST. 1-7777—_ ._ _ TRIM =-7- _.._..__ _ .__ -. ___.._.___ m ._... ____�._ ____ _._ _ =` _. _P_ _- 1 b FASCIA. _ --- -- RIDGE _ - _ -- --- -- PROVIDE ALUM. - - _ GUTTERS 4 - - � - LEADERS. - - "�------ ANDERSEN 400 SERIES G - - - _ PROVIDE CONTINUOUS - i I -- OR EQUAL DOUBLE HUN O i' i- WINDOWS . REFER TO VENTED VINYL SOFFIT HARDIE PLANK 51DIN6, I 1,- COLOR 4 STYLE AS 14--- - Lu PLANS FOR SIZES. TYP. I_ �� ��'� In PROVIDE LIGHT FIXTURE ^moi^ ! ^oO SELECTED BY OWNER. —� ��� -- A5 SELECTED BY OWNER -- �L= .. PROVIDE 4" TRIM AT 4" AZEK CORNER TRIMO O O - - O O OVERHEAD DOOR5 - - o PROVIDE VINYL SIDING " BY GERTAINTEED TO MATCH EXIST. DWELLING � PR@)0 C @U#0 1805 ORAM QhZAVIE I - - - - DROP T.O.W. -8" I I i I I I �QD o PROJEGT5-1805 TYP. AT ALL-VOOR�C0�ATIOt1s - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -f- - - - - - - - - - - - - - - - - - - - - - - - - - - - �1- - - - - - - - - - - - - - - A-3.DWG 6-0" X 8'-O" OVERHEAD ANDERSEN 400 SERIES Dp o n ( 0 #o GARAGE DOOR AS OR EQUAL FRENGHWOOD SELECTED BY OWNER. HINGED PATIO DOOR . REFER TO PLANS FOR SIZES. TYP. EA57 ELEVAD ION RSI �E' A 71 O1� � 1�1 5� L ��� � O� - P�l mnlul M@.-cl .4 Or -4