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HomeMy WebLinkAbout43538-Z gUFPQI,fc Town of Southold o�P - oo, 11/10/2020 P.O.Box 1179 0 o ' 53095 Main Rd 'tgyol �a4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41592 Date: 11/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 14343 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 50.-3-22.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2019 pursuant to which Building Permit No. 43538 dated 3/8/2019 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 and additions, including mudroom,bathroom and outdoor shower, to an existing single-family dwelling_as applied for. The certificate is issued to Wenskus,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43538 10/6/2020 PLUMBERS CERTIFICATION DATED 8/23/2020 N Chris Sclfltz U o ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT Cn 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#: 43538 Date: 3/8/2019 Permission is hereby granted to: Wenskus, Kathleen 147 E Madison St East Islip, NY 11730 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 14343 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 50.-3-22.2 Pursuant to application dated 3/1/2019 and approved by the Building Inspector. To expire on 9/6/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $266.00 CO -ADDITION TO DWELLING $50.00 Total: $316.00 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 I. 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$15.00 j Date. New Construction: Old or Pre-existing Building: /�� / (chec one) Location of Property: / dV�/ IPS v� House No. '^/Street Hamlet Owner or Owners of Property:o� Suffolk County Tax Map No 1000,Section 05 Block Lot Z C — Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c ck one) Fee Submitted:$ Applic'Xnt Signature oF soUly®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G roger.richert@town.southold.ny.us .c° ® �® COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Wenskus Address: 14343 Soundview Ave City: Southold St. New York Zip: 11971 Budding Permit# 43538 Section. 50 Block 3 Lot: 22.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Richard Napolitano Electric License No: 3922-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches P7 Twist Lock Exit Fixtures TVSS Other Equipment: "Bathroom, mud room addition" Notes: 1-bath fan, 1-ARC fault circuit breaker. Inspector Signature: Date: October 6 2020 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road tis Fax(631)765-9502 P.O.Box 1179 G•, Southold,NY 11971-0959 BUR DING DEPARTMENT TOWN of SOVMOLD D OVE - AUG 2 5. 2020 jD - CERTIFICATION BgFLDMG DEPT. 7Tr - Date: Building Permit No.—�35 3 (Please print) - (Please print) - I certify that the solder used in the water supply system contains Iess than 2/10 of 1"/0 lead � V- 01 -77 (Plumbers Signature) Sworn to.beforeme this -L- &Y Lday of ^tea 2Q_l Notary Pabro,,-- _ _LcS=t 'uaf1 S �.�►� P0LL10 IC-3T'VE GF NEW roar J--"06046557 in (Ul;olk CoLniy '; ^rnfs;icR EYPTes August IQ, 20 1,L— SO UlyOlo TOWN OF SOUTHOL-D BUILDING DEPT.' ` courm,��'' 765.1802 INSPECP* N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [, ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: DATE © INSPECTOR Ljxz OF SO�IHo� # TOWN OF SOUTHOLD BUILDING DEPT. �yCoufo l 765-1802 INSPECTION 3 [ ] 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 7i Ti l INSPECTOR OE SO(/l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -I,NSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. ] FOUNDATION-2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: No DATE / INSPECTOR uF sou * # TOWN OF SOUTHOLD,BUILDING DEPT. 765.1802 INSPECT-1 [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSUL TI [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l 42DATE O INSPECTOR OF SO!/lyo6 999 # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]XSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARK_ S: �/��G lJ,m,bm i DATE INSPECTOR oe soulyOlo * # TOWN OFSOUTHOLD BUILDING DEPT. °`yuourm, ' 765.1802 00, S � INSPECTION-, [ ] FOUNDATION 1 ST [ `I ROUGH PLBG. [ ] FOUNDATION 2ND j ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL 0 [ ] FIREPLACE & CHIMNEY [ ` ] FIRE SAFETY INSPECTION [ ] FIREAESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL�,(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:41 Zo DATE f INSPECTORS _ >, FiIE'�D INSfECTION REPORT DATE COMMENTS FOUNDATION (1ST) 'FOUNDATION (2ND) U ROUGH FRAMING& rj PLUMBING y INSULATION PERU.Y: y STATE ENERGY CODE H C" FINALCN Ta� W11 • I ADDITIONAL qOMMENTS BAAA -i 4 `O Oz ' d ,H 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 g ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved � ,20 Mail to: Disapproved a/c ,- Phone: Expirationt4P 20 f� 0m B pector D MAR e 1 2019 __ ICATION FOR BUILDING PERMIT Date +� `27 20 INSTRUCTIONS TO"OF S®UIWQ;T, 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. 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 month's. 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, age rchitect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises C/ I�v-J (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. _Loca io f 1- d on whiwhinlwk i11 b : ,^ U'J House Number Street H let i q`d V 3 2 County Tax Map No. 1000 Section Block 05 Lot 2 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises andintended use and occ _cy of proposed construction: a. Existing use and occupancy .5 (U( N (S� 'Jan�S b. Intended use and occupancy CA M 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, comme;ial or mixed occupa c;y, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear— Depth —Height Number.df Stories, � � tel' ` � � � `�- � '`'_ • , 8. Dimensions o entire`n'ew congf-u"ction: Front ar �. ry i i Depth :.i P Height Number of Stories' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner ` 11. Zone or use district in which premises are situated e ` -e- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES No 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of pAddress Phone No. P 0!� 6 19,1 7 Name of Architect Address Phone No 7/ Dy t-161 t Name of Contractor / Fl Address Phone No.i� 41 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 MAYPY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and•restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF r S( C = being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing con ct)abov named, CONNIE C. BUNCH Notary Public,State of New York No.01 BU6185050 (S)He is the Qualified in Su k , (Contractor, Agent Corporat Officer, etc.) commission Expires April '14,2o 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 knowled e an belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this f ; f #— day of_ il4 0(� 20� Notary',Public ` Signature of Applicant Scott A. Russell `r�10SuFFQ Ir 2 ]F01K1\M[\WA,`]F1E1K SUPERVISOR 1\\4[A\I A\G]EI�M[]EI T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 41- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ ] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ j D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- Distract L - 15-17 NAME. K•+ 6 Section Block Lot FOR BUILDI\G DEPARTN'IENT LSE C}NLY Contact Information rei.,m�.Vumxo Reviewed By: LY Fj ljrl Property Address / Location of Construction Work: — — — — — — Date — — a — — — — — — — — 1032 Approved for proces�mg Building Permit. 5 SpyncI Ave-• Stormwater Management Control Plan Not Required GoN a1C1 ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 S) rogerr(!---vs,,)uthold�Lc)wnr�v,qov- se-ate dkg-,,sou�tholdtr,-tt%,nnv. ov ' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF IRMATION (All InforinaVon Required) Date: Company Name: I r'A aZ A)a-4 a Z2.m -o Name: I -I,-rA (,q 10 License No.: M&C'_ Aga 9, email: he /Sy Address: —0-Je S_� A2,66 11ZLf 5� Phone No.: JOB SITE INFORMATION (All Information Required) Name: nI-A A c- Address: Address: S TA'."e Cross Street: AAC Ct dr Phone No.: Bldg.Permit#: email: 6_#1 Tax Map District: - 1000 Section. 11,73 Block:ro. S-21. 2 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ctl-eb- /11(d 1&0k-q lr?o-7%.j)o w-7 Circle All That Apply: Is job ready for inspection?- NO Rough in Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All'information required) Service Size I Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead 1#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals' . O��SUFfD(kCOG Town Hall Annex Telephone(631)765-1802 54375 Main Roadc .c Fax(631)765-9502 P. O. Box 1179 N Z Southold, NY 11971-0959 r� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: _�� Owner: l-1_ ,,C �f5 Location of Property: uz _ ; Please.take.notice that the(check applicable line): New commercial,or' residential,structure � lddition to eXisfin "commercial�or residential structu're's Rehzibilitatipniio.6n existi6g,*6oriimercial or residerif al;structure to be construgtt q`or perforrriedat the subject.property reference.,above wilLutil ie (check applic6b('e;1jne}: Truss type'construction (TT) ::X=-Pre-endin6br,bd wood_construction (PW) w Timber construe#io� (TC) = a in the following location(s) (check applicable,line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: -, A "7111AII/ Name (p son submitting this form): Capacity(check.applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ a. i�fr,.���7 X✓#h i J �F h shrj�r�OW- '4, .p'7ty t�Jirr •�w,��..: � K �'iv���,,�L`S`�•+'��fy '�?}�r`1.t,S•, t y""�t'"�..�5�•"r?rr�.t,�3°'�' tt�.+j''S'rr.`"5.��u. J !*s•.t^tx y»•rye r� ^ r F•Cr <r'rrarc� t fY �'t{,J,�rs""�7-+�'' JJ � nt J A of -�t s', �'l•.j f''r„ _ f'ir l�` ,aY - �v�� r,•?` 4y Y,7r v,' F art'} P c L t J _ c } r i I A t + _ • .1, , . lop. .' ' FLOOR GIRDERS AND BEAMS IVWVT:.. " kk • ivy � 9 CIS • � - .L .;�- `i+�o0 0'�„K- i"'X14 .•. q �CUN� V � • �' ._Q" Ave .^ _ ',�^if$."}� •".-�'','•L'•.4��.iYy•T,L'ai �,�"` J•, ,. - •���, - /W+M• 'ry { ��.tJ -41977 T-•: i1 ,._ � - {kWT t 's 3:iL'�'-�t;a, ..� _ - Y'Fr..ir, rJ:y ley ;'N � 1'< �s` "4" ' ' Y -'",Z E4 �f.S^.` -,la, J t µ' a •. w .y^' y+q wiYny-rypp �5• _�•� • .b r �~,x"; ;_"�� � r°''' "mac -�• ��• b?' a - -:t >�:• , .� �'=� {,�� '� -".• �-:•sir }:; "'' 7� +' - , � r- ' -.T•'y,_` _ '}N..?r <,q"',�,�" 12 A t rT+ •."q-f6',5 '��T ,•t_ �"^•• ��;f` u Wim: ..ra•.fb' f ,fl•rSty't _ r STATE OF NEW YORK WORKERS COMPENSATION BOARD CERTIFICATE OF NYS WORIa'RS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name&Address of Insured(Use street address only) lb. Business Telephone\umber of Iusured 309-263-7474 Morton Buildings 252 W.Adams Street lc. NYS Unemployment Insurance Employer Morton,IL 61550 Registration Number of Insured 1532342 Work Location of Iusured(Only required if coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Qor Social Security Number Policy) 37-0347310 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Number of entity listed in box"Ia" WC 9376311-13 Town of Southhold 54375 Main Road 3c. Policy effective period Southhold, NY 11971 10/01/2016 to 10/01/2017 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers, compensation under the New York State Workers' Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also note the above certificate holder within 10 dayslF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of prennums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate ('These notices may be sent by regular(nail) Otherwise, this Certificate is valid for one year after this for•rn is approved by the insurance carrier or its licensed agent,or until the policy expiration(late listed in box "3c", whichever is earlier• Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying wi th the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by. Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) rrt Approved by: 10/01/2016 (S 1 gn ature) (Date) Title: VP Underwriting Services Telephone Number of authorized representative or licensed agent of insurance carrier- (847)-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-/05 2 Insurance brokers are NOT authorized to issue it C-105.2(9-07) www.wcb.state ny.us J" 's k 1 ti rA X MA P LO r M.I LIM .--A No""' '.-%PvmG IS M6 O 280.38 4 let to" a+ �"M,.r..Y���r.�:�..���ww�-..��:s�i i �i1R.�F14 qR P•�•�A..�R�•sR+....�e.n.Iii.+1Y� '1 '� 4-4 110 so Mix STM= Uudanhurat, Naw York Vile �o 1% 4 40 F:031-11157—:3400 Fill 1—EM--AGO � S L Q4 �5� U s u KVEY OF PROPE "TY 141 Jl SUFFOLK COUNTY NEWYORK Suffolk Tax Map o..is o0 2)P'�-03-0-2 0 DATE- SU RVE Yr-D. ifl-aDIS cur- r Ar rw ARM OLl �, Age. 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(15) TFK C*Ml 44M PWafSO4l WM KMfrA MM M VVAICVAK.3 TD 7W P!a 7WXgr tDC3 AM PM A VtTJ11G am = am n wT owmg= 'R a= Tm vwzr Ni OIC P[s=, PrMM it IMM12% fid". Pill PtJMiM W-M . M.ZiXM M Q7,UXH=, AN13 AW QrfM MM OF =M11R=Xft (1) PPWPWT MwMsrs PU E MCAT zo 03 Pot Cir 7646E*V,{M) "T nMAY ATR rI MMMI [7 WM A MG-MA FOC)n 30 X DGttC MAX 514110K REVISIONS APPROVED AS NOTED DATE: 31g qB.P.# FEE: BY. NOTIFY BUILDING DEPAR T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPEC"i;ONS: moo �o0 1. FOUNDATION - TWO REQUIRED O O FOR POURED CONCRETE _ 0 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF - -- N W YORK STATE & TOWN CODES w a AS REQUIRED AND CONDITIONS OFK z w ® ® LO _ "� o - ING BOARDEE 1. v U G U M S9YTHO . f STEESov ----_- 0 OCCUPANCY . . . . CY 0 RF== USE IS UNLAWFUL z WITHOUT CERTIFICATE z o F OCCUPANCY PROPOSED SOUTH-EAST ELEVATION PROPOSED NORTH-EAST ELEVATION ° SCALE: 1/4" = 1' SCALE: 1/4" = 1' Q w w o � RETAIN STORM WATER RUNOFF z PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Ww Q � (ELECTRICAL INSPECTION REQUIRED TRUE-PLACARDIMG REQUIRED Q� All exterior lighting LIM- Y >_ installed,replaced or 0 W repaired shall conform >_to Chapter 172 w w z of the Town Code Q 0 J ED qRc ►� w z0 ; \,�v w s cy'SiJ V) in Blower door ■ Z' � � w� � o and ductworkcn 7 0 testing required. 9 �2Z33g 0 PLUMBER CERTIFICAD01,1' - - - - - - - - - - - - - - - - - - NE�� ON LEAD CONTENT BEFORE DRAWN: MH i MS CERTIFICATE OF OCCUPANC) SCALE: 1/4°=I'-o° SOLDER USED IN WATER JOB#: February 15,2019 SUPPLY SYSTEM CANNOT SHEET NUMBER: EXCEED?✓100F1% LEAD.EXISTING SOUTH-EAST ELEVATION EXISTING NORTH-EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' A— PLUMBING ALL-PLUMBING WASTE &.WATER LINES NEED TC STIP.JG:.BEFORE COVERING REVISIONS o �e MID DOo oQ� 0 O rti N N a M e-1 00 5'-1" 4'-21/2" 4'-8" G M BATH r ------------- . LJF— EX.FOUNDATION I`` R -N dtV TO REMAIN n 4'-0" 2' 8\ ^M R v f EXIST. FJ @16"OC;OPTIONS: EXIST \ 0 N "741{�p� STOOP t � i 2x8 DF#2� � MUD _C° Z z N� 0) _O 7 'o , 9 C � , 3 ;n cn o — ------- -- -- --L --�-- --W--- w ANTILEVER ----- --------- ---------------------------- -� TW2836 TW2836 ► a a 15-11/2" ol 2'-10" 9'-51/2" 2'-10" Z O 15'-11/2" 0 sW W SE N PROJECT NORTH FOUNDATION PLAN Q NE " _ � SE N PROJECT NORTH PROPOSED FLOOR PLAN Q SCALE. 1/4 - 1 NE SCALE: 1/4" = 1' � W Y 0 0 W Z QZ W O= 6-11 PLT IT /\J V t zz O rTl D W O ED q�,c ► M \j1N 1-111 IT13 EXISTING FLOOR PLAN N DRAWN: MlI/Ivrs SCALE: 1/8"= 1 SCALE: 1/4"=1'-0" � JOB#: February 15,2019 Of NE SHEET NUMBER: A-2 REVISIONS 0 REScheck Software Version 4.6.4 Compliance Certificate N/'N - I Project FIemy Code: ZO15 IECC Location: Southold,New York 3 1 1/4 Construction Type: Single-family 11/4 11/2 11/4 CIS HOUSE Protect 7ypr Addition ICE AND WATER BARRIER . AND INTERCTIONS w/WAILMDEX.RoOClimte2ane: 4 (5572 HDD) LAV. WCp 1!1'CDXSNEATHING2X8RR®16OC Permit Date Permit Number. B H W.M. 113' R21 e� �eV F.A.I. 11 OH �Oc ooO� e Construction Ste: OwnerlAgent: Designer/Contractor- O WrWSKUS Mark Schwartz•Arc+itect 1 1/4 11/2 VINYL SIDING TO MATCH EXISTING 14635 SOUNDVIEW AVENUE P.O.Baa 933 3 2 w/MEK VAPOR BARRIER(OR EQUAL) SOUTHOLD,NY £Lltc6ogue,NY 11935 I C.O. 1R'SHEATHING,2%4 STUD WALL(1YP) 631-734"4185 C.O. EXISTING N EXISTING WALLS.CEILING,AND ROOF mkserchitel:t(yoptonlineret 3 � TO BE REMOVED AND REPLACED 3 RI3 f INSTALL min.IR'AC SHTG. 4 AT CANTILEVER SECURETO TO APROVED R Iolns wi ss scREws eomohaate:o_D%RetterThan code vaxirmmUA: 35 v ►our VA:35 MaxImlm5443C: 0.40 TowSHGC:0-2e SLDPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM FJ T r rh.n t,dMK [a.ir aW :rr/mme r.dEdFJn. TRAP HOUSE Om(I-IM ,Urz PMfIE; a5NoirP.,Ad.-6-W F-- M -vi--b Hm.. D) .7-1/4 MIL rJ23/4DE42 EXISTING Envelope Assemblies PLUMBING SCHEMATIC EXISTING ISE" m OHN IXII I f N.T.S. Fla"":All-Wood Joist/fruss:0'rerUnconditionedSpam r� w� 147 0.0 21-0 0.040 6 CROSS SECTION �_ }~^, ty Floor 2:All-Wood Joist truss-Oyer Outside Air 23 0.0 21-0 0.040 1SCALE• 1/8"= Er] 1' Ceiling 1:Cathedral Ceil'N 15 0-0. 21.0 0.044 1 / ' Ceiling 2:Flat Ceiling or Scissor Tnaa 155 0.0; 21.0 ) 0.044 7 Well 1:Wood Frena,IS"o.c. Z97 0.0 `1 13.0 0.057 15 n Window 1:Wood Freme:Deuble Pene with Low-E 20 �. / 0.270 5 � '4 U s� SHDC:0.29 Compliance Statement The proposed building design dmuibed here is consistent with the building piens,specifications•and other Z caltTAotions submitted with the permit application.The proposed building hes baso designed to meet the 2015 IEC£requirements in o REScheck Version 4.6.4 and to comply with the mandatary requirements listed in the REScheck Inspection Checklist �^,+ CEMENT Name- I e rgnirture ate BACKER BOARD CL CERAMIC TILE OVER THINSET(TYPICAL) 9-12" EXTEND MEMBRANE _ _ _ _ _ _ _ - 48" �"� UP WALLS AS SHOWN SHOWER DRAIN 3" FASTEN AT TOP ONLY 26PICAL CURB " (TY Project Title: Report date: 02/15/19 O Data filename:Untitled.rck Page 1 of 1 TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN Q I) W 2 000 ri r� r1 o w x I 4 a FASTENER TYPE: SJ.NG I ' ' II I I I / I J I i J I I 12"x24" P l I' , TOWEL BAR LOCATIONN".B WDOD-SCREW ` ) I I I (min.l2") O\ GRAB BAR LOCATION �-r BASED ANCHOR WITH TOILET-PAPER 2m.EMBEDMENT LENGTH I I / I HOLDER r W Q ( 1 f ti l I J J I J 77.64" r~-1 No.m WOOD-SCEEWS fr ( )\ //�1 ( I I a I LOCATION arsEO ANCHOR WITH 16'a I I ` LII( tlf ( I I L I / ` I I / \ I I ' I Ct VARIES(VIF) 15" 21n.EMBEDMENT LENGTH Il 1 I 48-60" 1/an dia wGSOEEW I I I I I I ( 'I 1 ( II I I (VIF) 36" Fit BASED ANCHOR WfiH 16.00 21".EMBEDMENT LENGni I j I _ j I _ I I _ I I - ( - I I I I I 36-48 18" 26" hal O 4L I �I I I I 1R %/ I` 1 J 1 i SHEATARIWOOD SHOWER HEAD NICHE PLACEMENT SHOWER SEAT �l(t 1R"APA RATED SHEATHING SHEATHING / / ' I e_TERNLYWooD I 41 I I 4L �R FIXTURE BLOCKING AT BATHROOM (ALTERNATIVIVE:7J16"O.S.B) ( 1 S 1 S 1 ® IR•APA RATED SHEATHING I (ATERPLYWOOD I (ALTERNATIVIVE.7/16"0.5.9.) II 15" FASTENER TYPE: SPACING. I ( 4} 1 I 2X4 Drx2 I J1f� ( I J I I JI1� WOOD-SCREW \ 1 J STUDS BASED MKHOR LEN 10^oc I 11 ( ® J J J WINDOWSILL 2m.EMBEDMENT 1ENGTH TYPICAL WINDOW OPENING W.10WODD-SCEWS ( 1 I a BASED ANCHOR WITH 12'OC I I I n PANEL SPAN EQUAL OR SMALLER z.EMBEDMENT LENGTH I I I I I J 'I I THAN 4 FEET 1/41".dna nacscREw I ( I ( I I I I I I Y BASED ANCHDR WITH 19.01 I I ( ( ( ( Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. 21n EMSEDMENTLENGTH - - 21"min. O TYPICAL DOOR OPENING a CLEARANCE MULTIPLE PLYWOOD ASSEMBLIES FASTENER TVPE: $PAQNG: 21"min. P2705.1 The installation of fixtures shall conform to the following: �p n R W PANEL SPAN GREATER THAN 4 FEET 2-2x4 DF12 STUDS CONNECTED IC- LEARANCE _ r.0 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL Nu,8 WOOD SCREW v OR GN-W ZED BOLTS W/WASHERS BASED ANCHOR WITH B"Oc THAN 6 FEET ANDNUTS @T-B"OC. 2r.EMBEDMENT LENGTH _ 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, N \J IN S / Z No.10 WOOD-SCREWS where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or of '�C1�C'S' `._\ T� W Z TYPICAL MULTIPLE OPENINGS BASEDANCHDRWETH B'0C `_ � � V 1 21n.EMBEDMENT LENGTH corrosion-resistant material. ) PANEL SPAN GREATER THAN 6 FEET 4z` 0 1 AND EQUAL OR SMALLER 1141",du,LAGSCREW 24"min.CLEARANCE Q L YV BASED ANCHOR WITH 16^Oc THAN 8 FEET 21n EMBEDMENTLENGTH 30" FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing syst n*I 3 a�,I N J WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL min' � V w 3.Where fixtures come in contact with was and floors,the contact area shall be water tight. N 't _ = AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WALL =� - t� 1 �'9 02 q WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4.Plumbing fixtures shall be usable. ,. 2 3- G`' Z 0 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 30"min. 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches F NE „/`/ 0 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. from its Center t0 any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. fixtures.There Shall be a clearance Of not less than 21 inches In front Of a water Closet,lavatory or bidet to any L() wall,fixture or door. M d' 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in accordance with Section R322.1.6. DRAWN: MH/MS 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed SCALE: 1/4"=1'-0" on site,shall meet the design requirements of ASME A112.19.2/CSA 845.1 or ASME A112.19.3/CSA B45.4. JOB#: February 15,2019 SHEET NUMBER: 21" A-3 CLEARANCE REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE O RIDGE O HEADER LEDGER BATHTUB �O°o o°O DOUBLE JOIST SIDEWALL O RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USN NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OYER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD c� 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD M U THROUGH-ROOF EXHAUST .N a VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR Z U 2 w 0 VENTILATION CHANNEL U W RIM BOARD RAFTER AS REQUIRED rn X Q o - SILL PLATE(S) RAFTERS �•�, ,}� v z d MAINTAIN +"•. •, •, •, VENTILATION zt WOOD JOIST U WITH MESH FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING m STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC r 2x4 SOFFIT JOIST z 0 AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT �� r OPERESISTANT NINGS OFEOt TA INCH MESH DIMENSION.ON ALL OPENINGS CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4"0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" — 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS � ON ALL OPENINGS 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDONN ANCHOR CONNECT TO EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4"0" U.C. OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� ' 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACHCONNECT TO RAFTER ON ALL OPENINGS i�� 7 2ND. FLOOR WALL L i O Ll ' RAFTER \ Q� rF,.TLJI{ � W W I � Q WOOD JOIST r� O TOP PLATE GIRDER/HEADER � U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD • O [~ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH INSTALL 4'0" O.C. R,\FTER TO PLATE IF ABLE, SET FIR JOISTS APROX.THE PROPER 1E2"CHIGHERTTHAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR I^-�I 8" - 16" MSTA48 1-1/4"x48'" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE/& REDUCE BUMP OUTS PLA-ES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET TYP. CONC. FOUNDATION n ` CONC. SLAB DAMPPROOF EXTERIOR V 6 MIL. POLY 6MIL POLY ON EXTERIOR GRANULAR FILL . r i • V STEEL COLUMN r �•p ,• r r A . a G d CONC. SLAB I • 'p a ��° ` 1\\� ` r G�tE D e ^ v ANCHOR BOLT EMBEDMENT: 77 11 '� • �, C COMPACT FILL ' 1'p POURED CONCRETE: 7" ��5 �EV�N SC Cy/J. •p i ! i es • BLOCK WALL: 15" p <v 'S' Y KEYWAY FOOTING o V P • �'a . p L1 C ` 1 ^ • k ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �, tri O W 0 e•a GONG. FTG. 'p Q•p G e USE W11H 3x3 SQUARE WASHERS • w e REINFORCING BAR (� } DRAIN TILE / I I I �S�- ANCHOR BOLT CONNECTION + �� r-� I 1 FOUNDATION 5 8'" DIA. ANCHOR BOLT * Z ` SUPPORTING MAXIMUM SPACIN S SILL PLATE TO FOUNDATION r N� t�^C.#"YF —r„! 1— W W CRAWL SPACE OR FOUNDATION 1 STORY 72"' OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION �T v22339 O� �--� Q Z MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12•" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC ` Or EVV WHERE NEEDED FOR STRUCTURAL BRACING. 0 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC �'""-----^ W SLAB-ON-GRADE �—NC. SLAB SUBFLOOR z 6X06 10/10 WWM DOOR FRAME •�-� � O COMPACT FILL r GARAGE RGE �_JOIST HT1 0 r USE 2X8 �L•� FOR BLOCKOUT STEEL BEAM t' Lo 4" SLAB M P.T. PLATE f/` W/ 6X6 WMM \ SLOPE / ��` 1 • eM 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' ,•per. < 7 1 2•,, (WITH A NAILING PLATE IF NEEDED) T t; a• -""•p/ • :• •'. • TO BE APROX. 1/2" OR HIGHER THAN GRADE • a ^�'a��'"�-'-- '��� p �p O �o' O • STEEL BEAM TO ALLOW FOR SHRINKAGE (• • • • r. i • a • ' •• PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWN: MH MS T 6X6 W.W.M. •� • -*.•— `, e . . .. 4 4 MIN. �'A �'� p p O e . —SUBFLOOR ' n REINREINFORCING BAR FORCING BAR p e' • ^ > SCALE: 1/4"=F-10" p•. s °•o . ° I—II _ GIST 10B#: .O e • a DRAIN TILE ��/ ►� p 12.. .e • 11, p•°p•s — STEEL BEAM February 15,2019 PLATE (BOLTED TO BEAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT FS REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL-3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) ` O 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and Naming details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 0 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES A�o OoOoO OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 0 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING N precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) -� specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL a m M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ty` 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE a M b INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGEZZ h w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Z Ln 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 00 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior s - P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 16"O.C. FACE FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. P2 zt such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL I ENERGY CALCULATIONS 2015 IECC ^G o 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL B).coNNECTIONSARouNDEXTERlOR1XlALLOPEMNGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Ed COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. NOTES Z 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Ed COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 0 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON @ @ NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be beLEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 [� 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-Jud COMMON attached with the above requirements. TO BEAM JOIST NAIL NOTES w 8x16 cast iron foundation vent for every 150 sq.ft.of area. PER TOE JOIST ON LEDGER roof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: 3,Ed COMMON 7.Dam PP g P TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. M� Z 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 the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO g p p g- g g 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, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U 2-16d COMMO SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored F T I 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 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. I).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3 .Posts supporting orders shall be anchored to a 12"x12"x12"thick concrete footin JOINT DESCRIPTION NAIL NAIL 0 Z g Use a minimum 1/Z"dia x 8"long anchor bolt with washers and nuts.Footings Shall 3 ft. QTY. SPACING 3 .Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For U Edition Wood Framing Construction Manual. ) P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PERTABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. M--•I 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: ^^ NAIL SPACING NAIL SPACING AT INTERMEDIATE H SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 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. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.EDGE NOTE:2 FOR PANEL FIELDwhere needed. GYPSUMO.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"OC INTERIOR ZONE 8d COMMON.0.FIELD @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 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 openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. 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. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O W O t ti for mmnails. 3 .For exterior ane!siding, alvinized box nails shall be permitted to be substituted o common 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P • � Z) } other access openings unless otherwise noted(typical). 1 .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL )with th Verify t t th d t t t t l d i b t d idW W prove adequate bracing anplates o protect ansecure e structure. ery we JOINT DESCRIPTION QTY SPACING ) - Q 2 .USE SIMPSON HANGERS AND ANCHORS WITH ZMAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AC . 8).Dormers running up roof rafters are to be supported by double rafters on either side � > Z state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q 1 where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE HVAC SYSTEM NOTES 'OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 8d COMMO > 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists hO under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. _ requirements. Fireblockin shall be provided in wood-frame construction in the following locations. V 1 0 ~ 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g � Z � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Z) U) 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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 0 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. ?0E D A,,y M 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural CJ � adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, O\ �v)N°SL+ y�j. d over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. y n� 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q 1' �, 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 under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 7I¢ `�`iii, N DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. �=��, I 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. ---- 7/ SCALE: 1/4"=1'-0" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of (P � glF - 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or �` JOB#: 4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• g P 9 22339 torch dov&n type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �o February 15,2019 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 16).All sil plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. �F rf E SHEET NUMBER: P P P OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2),COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR COVER TOP NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-5 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.