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HomeMy WebLinkAbout38121-Z Watt Town of Southold Annex 5/12/2014 P.O.Box 1179 Is 1 �r 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36911 Date: 5/12/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 12500 MAIN RD EAST MARION, SCTM#: 473889 Sec/Block/Lot: 31.-14-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/3/2010 pursuant to which Building Permit No. 38121 dated 6/24/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory non-habitable non-sleeping garage/ oolhouse with storage only on the second floor as applied for The certificate is issued to Xefos,Maria G (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0026 10/25/13 ELECTRICAL CERTIFICATE NO. 38121 7/11/13 PLUMBERS CERTIFICATION DATED 6/22/12 Sofia Antomadis Au ed ignatu Town of Southold Annex 5/12/2014 mvA P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36912 Date: 5/12/2014 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 12500 MAIN RD EAST MARION, SCTM#: 473889 Sec/Block/Lot: 31.-14-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/3/2010 pursuant to which Building Permit No. 38121 dated 6/24/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in Found swimming pool and spa with fence to code as applied for. The certificate is issued to . Xefos,Maria G (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38121 8/19/11 PLUMBERS CERTIFICATION DATED Au7Vd Si6atiure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE � 1 ,¢ 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#: 38121 Date: 6/24/2013 Permission is hereby granted to: EMANUEL & ORS XEFOS PO BOX 413 EAST MARIO, NY 11939 To: CONSTRUCTION OF AN ACCESSORY GARAGE/POOL HOUSE, NONHABITABLE, NONSLEEPING WITH NO PLUMBING & IN GROUND SWIMMING/SPA; 2 C/O'S REQUIRED. REPLACES EXPIRED B.P. # 36022 At premises located at: 12500 MAIN RD EAST MARION SCTM #473889 Sec/Block/Lot# 31.-14-7 Pursuant to application dated 11/3/2010 and approved by the Building Inspector. To expire on 12/24/2014. Fees: PERMIT RENEWAL $1,191.20 ACCESSO $50.00 Total: $1,241.20 B In ector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36022 Z Date NOVEMBER 15, 2010 Permission is hereby granted to: S ANTONIADIS 12500 MAIN RD EAST MARION,NY 11939 for CONSTRUCTION OF AN ACCESSORY GARAGE/POOL HOUSE, NONHABITABLE, NONSLEEPING WITH NO PLUMBING & IN GROUND SWIMMING/SPA; 2 C/0' S REQUIRED. at premises located at 12500 MAIN RD EAST MARION County Tax Map No. 473889 Section 031 Block 0014 Lot No. 007 pursuant to application dated NOVEMBER 3, 2010 and approved by the Building Inspector to expire on MAY 15, 2012 . Fee $ 2, 382 .40 0 l Author z d Signa e ORIGINAL Rev. 5/8/02 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 ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from:'architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings`(prior to April 9, 1957)`non-conform ing 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$15.00 Date. 7/1 �z ! ) .3 New Construction: V" Old or Pre-existing Building: (check one) Location of Property: 12­5­00 1 1 IV go,,, /1ST fA h9 R I0 ri� House No. Street Hamlet Owner or Owners of Property: 50 f l M "IJI 0 N WD tS Suffolk County Tax Map No 1000,Section Block 1 Y Lot Subdivision Filed Map. Lot: Permit No. ,3'R 1.a Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate- Final Certificate: 7� (check one) Fee Submitted:$ So A plicant Signature ho��pG SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1 179 G Q Southold,New York 1 1 971-0959 • roper.richert(d-)town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sofia Antoniadis Address: 12500 Main Rd City: East Marion St: NY Zip: 11939 Building Permit#: 36022 Section: 31 Block: 14 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ridge Electrical Cont License No: 44248-me SITE DETAILS Office Use Only Residential X Indoor Basement X Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 3 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: in ground swimming pool and spa, to include, bonding, 1 blower, 4 pool lighs 2-control panels,5 GFCI circuit breakers Notes: Inspector Signature: Date: Aug 19 2011 81-Cert Electrical Compliance Form soolo Town Hall Annex ~O l0 Telephone(631)765 4802 54375 Main Road Fax(631).765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. -3 0 Z Z Owner: S 0 F ! N N'1'0 ry 1 !9- t (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%0. lead. Q (Plumbers Signature) Sworn to before me this day of 20 CONNIE D.BUNCH Notary Public,State of New York No.01 BU6186050 Qualified in Suffolk County Commission Expires April 14,2 Notary Public, I t `1i--� County 'o0,K TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 JNSPECTION . [ FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION C 1 FRAMING / STRAPPING [ ] FINAL I I FlREPLACE & CHIMNEY [ ] FIRE SAFETY IlISPEC710N I l FMPJ3WNffC0lSTRUCTM [ ] FME nESIs'rANT PINEnunoN REMARKS: kE ' 44P, L L DATE INSPECTOR v� J Oki TOWN OF SOUTROLD BUILDING DEPT. 765.1802 NSPECTION [ ] F4 UNDATION iST [ ] ROUGH PLBG. WJ?FOUNDATION 2ND [ ] INSULATION I 1 FRAMING /STRAPPING [ ] FINAL I ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IIiSPEC110N I I FME PJSWAK RRE pESWarr poETpanoN REMARKS: DATE A-lto t(O-INSPECTOR TOWN OF SOUTlIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I I FRAMING/STRAPPING I I FINAL I 1 FlREPLACE & CHIMNEY [ ] FIRE SAFETY INSPEC710N I ) FNE STAIR CONS71glCilON [ ] FIRE RESIS'TAIR PE REMARKS: Z,Lx DATE INSPECTOR 2, '-2, TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] F DATI�ON-2ND --� [ ] INSULATION [ FRAMING�,BLRAPWNGJ [ ] FINAL [ ] FlREPLACE & ClIIMNEY [ ] FIRE SAFETY III0169EC710N C 1 ME xmsrAurr ooNSmuCnoN [ ] RRE xEsisrAnr PMEtnnnM REMARKS: �/�✓�' -b ✓ DATE 3 3 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 ��� ��IVSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION I ] FIRE nESs'rNr coNSrauCnoN [ ] FlxE nESIsrntir PENETnnTwn I 1 ELECTRICAL(ROUGH) I 1 ELECTRICAL(FINAL) REMARKS: A DATE �10P?111- INSPECTOR ool 2,,Z, TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECT' ON [ ] FOUNDATION 1ST [ PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 Flne nUs'ranr oonsmuc'rwN [ ] FIRE KESIsrarrt PENErnnnon I l ELECTRICAL (ROUGH) I I ELEC7RICA1.(FINAL) REMARKS: �2-L--� ��• G' DATE 4° L INSPECTOR WN OF SOUT110LD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION D44ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE-7 INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ • ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIR INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION I l ELECTRICAL (ROUG I ] ELECTRICAL (FINAL) REMARKS: ✓ Jn c DAT ANSPECTOR '� j<p� �i �✓� o�snur� #�f TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO LI3G. [ ] FOUNDATION 2ND INSULATION I ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I I FIRE nESsrnxr coHSmucnoN [ } FIRE nESisraNr PENETRATION I 1 ELECTRICAL (ROUGH) ] ELECTRICAL(FINAL) REMARKS: n� DATE 7 INSPECTOR �i 0 TOWN OF SOUT110LD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] IN ATION [ FRAMING /STRAPPING VolIFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (f ?.?�L�—, L AU- 4 2 DATE II- lePI13 INSPECTOR SOUlyo6 V # # tip/ �n 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) REMARKS: DATE 1 3 INSPECTOR�r IGOR GUREVICH, P.E. 1821 East 33rd Street Brooklyn,NY 11234 Tel: (718)998-4028 Fax:(888)406-3419 April 25, 2014 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 ij �^ Southold,NY 11971 MAY 1 �nt�1 RE: Re-Bar Steel P;TG DEPT. TO'.li C'F�JuT'r!01_D 12500 Main Road East Marion,NY 11939 Owner: Sofia Antoniadis SC Tax Lot No.: 1000-31-14-07 Permits: 360222, 381212 To Whom It May Concern: Please accept this letter as Certification that the Re-Bar Steel installed at the foundation wall has been installed in accordance with all applicable building codes. Sinc ely, OF N � .0 GUR,c�ip Igor Gurevich, P.E. y 0 r y Ui LU Z 2 S � �40 0?0121 ROFEss►0�P yr; r i►�i4 .if1M . is 2, . k I I; I!%///II� ♦ �� ��� ;.mil.� � �! , WO .i ► , wIlAwli��% _ _ PLUMING �A' .' � �, • fA � "- . r iT►7!1l'► w-f,N/�'l ADDMONAL COMMNTS !� .. - •r t I� 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) 765-95 102 Survey SoutholdTown.NorthFork.net PERMIT NO. �p a,/�2 ZZ Check Septic Form N.Y.S.D.E.C. Trustees `Q Flood Permit Examined ,20_© Storm-Water Assessment Form Contact: Approved nn W-,W Approved�/ , 20 /0 Mail to: Rolge J6V 7-Z Disapproved a/c l Phone: -7 J 7—" �0 p) Expiration .5— 20 'It, /44.� R �n D C E � U E Buildi Inspector NOV - 3 PLICATION FOR BUILDING PERMIT Date BLDG.DEPT. l -0 o b , 20 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or,has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and re ions, and to admit authorized inspectors on premises and in building for necessary inspections. ZX le (Signature o ppli nt or name,if a corporation) C(/T�4'�1/97S (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ate C fl— Name of owner of premises (M on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 31 Block / ¢ Lot o7 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 occupanc ,J'2'3/2,+!� /0DOC t1V e1_rte 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. S� f(. •"') J- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories v v 9. Size of lot: From ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOXWiII excess fill be removed from premises? YES..X NO 14. Names of Owner of premises AN7VNl�l1 Address Phone No. 646 Za / 5,r`6 Name of Architect .SC 411 Tr-- Address Phone No 73 &A"f" Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE 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. BONN D.BUNCH Notary Public,State of New York No.0113U6186050 STATE OF NEW YORK) OU&IN d In Suffolk County SS: ComrMplon Trot Apra 14,22011— COUNTY OF C T� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the '4 r (C tractor,Agent, orporate 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. S iDrn tQ before me this ,, f 25 } day of C)L-P-v, 20 Notary Public ign ure of Applicant New York State Department of Environmental Conservation Building 40—SUUNY, Stony Brook, New York 11794 Regulatory Affairs (516) 751-7900 NO' PER.xIT -NECESSARY TIDAL WETLANDS ACT �( Thomas G_Jorfing. /r �5��' Commfssbner as oo Date: z9 A 7 7 Application No. fD- ---��/047— Cl Location: CEO x ' Dear 46 A review has been made of your pr posal to: dx l Based on the information you have submi.tted, the- New York State -Department of Environmental Conservation has determined that the project is listed in, Part 661 .5 of -6NYCRR (Tidal Wetlands Land Use Regulations) as .a use !not requiring a ..permit or notification letter of approval. Therefore, no permit is.. required under the Tidal Wetlands Act (Article 25 of the. Enkrironmental Conservation Law) . Please note that any additional work; or modification to the project. as described, may require authorization*. by this Department. Please con- tact this office if such are contemplated. Please be further advised that .this letter does not relieve you of the responsibility of obtaining any necessary permits or .approvals from other agencies. Very truly yours, Deputy Regional Permit Administrator Town of Southold �F Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.C.T.M.f): THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A �j t 0ft p�f STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN L1�rTct e n oc —��– CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION PTEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? / the Scope of Work for Proposed Construction) (S.F./Acres) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 4 d b �� Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIMTON Wmide Addltksnet Pages as Needed) Drainage Structures Indicating Size&Location?This d / Item shall include all Proposed Grade Changes and n/�'.`✓ G�T��GIB✓ P6 GL fOV f�•– Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion PO O(... and sediment control practices that will be used to S control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural a Existing Grade Involving more than 200 Cubic Yards je� of Material within-any Parcel? rj Will this Application Require Land Disturbing Activities D Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction — General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to a Including Construction activities involving soil disturbances or less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious — for Storm Water Discharges from Construction activity-Permit No.G13-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1,The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in stone water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.in addition,the SWPPP shall Area?(Thy Rem will NOT include the Insiallasm of6*. yAprcrm) Identify potential sources of pollution which may reasonably be expected to aged the quality of storm Water discharges. NOTE: N Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 3,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(,/)and/or Answer for each Question Is Required for a Complete Application) UUNME n-IN IKERN STATE OF NEW YORK, otary PJJ ; York COUNTY OF....FVr/nn.rK...............SS Cpl in �� Q xPires Aprh 14,�/ That I............. ,t4.��......... .. ,�.Z-being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the ................................... e.(Owner .... ......... ................................................................................... dortr�Corporate Officer.eta) Owner and/or representative of the 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 knowle and belief,and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; L..................................day of. S ir:: . ................,20./.L) No Public: ......(-i r--p...... .. Y ................ .......... ................................. (Signatu plicant) FORM - 06/10 fdaD 3//Y- 7 TOWN OF SOUTHOLD PROPERTY CORD CARD OWNER STREET VILLAGE DIST. SUB. LOT pi 9�&Ooe ica's >;v FORMER OWNER . ' L14 ��� e i S W TYPE OF BUILDING RES. ` \d SEAS. VL. FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS y /71- _ �k ' �a 41, ve �w e it o.. 3 o 0 0 .� 5` a .f 6 7�.S.2 To a C.ik 1�Kict 76- 00 3 d c7 6 D 311171 23 �(o ►137 `T .tiJ I A� 1' �- ` �� / 60 E�D 6 00 3t� I Z 83 1723 >: ►L)D ia_]G( z�. Imo' , 35vo 6 sco 1500 1 300 2- o. - I g _ cieck a5f,1ZLo Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total .,., _ , . .. -. ■■.....■...■■..r■cal■.■■.�����, MENNEN . • ■�■.■...■.■.■...■■■■■■.�■■■■■■ Basement Sim �Ext. Wall Interior Finish Fire P - • o r V Recreation Room •• • w • ' , , IDormer • • - Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richertO)town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: MAY 31, 2011 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 JOBSITE INFORMATION NAME: MR. & MRS. ANTONIADIS ADDRESS: 12500 MAIN ROAD CROSS STREET: EAST MARION NY 11939 PHONE NUMBER: PERMIT NUMBER: 36022 TAX MAP DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: 400 AMP SERVICE Is job ready for inspection: Yes Rough in Final Do you need a Temp Certificate: Yes TEMP INFORMATION (if needed) Service Size 1phase 3phase 100 150 200 300 350 400 other New Service Re-connect Underground Number of meters (1) Service change Overhead Additional Information: NO �c , U Q c, -I 0 � 08-05-11; 15:04 ; 7283162 # 1/ 1 Town HaD Anna J f 1 Wepkoac(681)7631802 S987S Main Road L 7 P.O.Box 1179 ro . the Mus Soudv)K NY 1197149S9 Bunn C DEPAR')<MF.w TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION F UESTED BY: J q,rl �� � i d Gj e— Date:pany Name: i d e EI ec-tr� q I Con Ira cf'i'n . je r v )te S * �n c e: J a nn e,,5 9 i d License No.. .2 Address: 132 HQr)d,,%m e- 4 ve ,•—__6QQ v i 11'e /�/. / 1762- hone No.: . I- 2 8 2 (P2- JOBSITE INFORMATION: (*indicates required information) *Addms: j2 5D D "a i i7 2 Cross.Street: O n .* . u 51- 4 S f 47.re h t>t) S e o h r i h 1- *Phone No.: 450 (v - p 1 — 3 5 jo O Permit No.: O a Z Tax Map District: 160-0 Section: ?1. ^ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for Inspection: YES/ NO Rough In Final Vo.you need a Temp Certificate: YES/ NO . Temp Udbrmadon(If needed) *Service Size: 1 Phase 312hese 100 150 200 300 350 400 Other New Service: Re-conned Underground Number of Meters Change of Sgrvios Overhead Additional Information: PAYMENT IT PPLICATION IF rr, B2=Request for Inspec0on Form AUG 8 2011 BLDG.DEPT. TOWN Of SOUTHOLD Town Hall Annex J Telephone(631).765-1802 54375 Main Road yc OWn S 7%Old P.O.Box 1179 roQer.richertCcr nv us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOU MOLD APPLICATION FOR ELECTRfGAL INSPECTION [Address:EQUESTED BY: S n F� /A JA NT 0 N i P4 D►S Date: `7 )3 ompany Name: ame: o /14 N?0 N.I)4 p iS icense No.: ''0 box 1 A s i -M 6 P-I U Al NY ! Iq 3g Phone No.: _(v 31- 7.7- (0 3 - 2 01 - 3560 JOBSITE INFORMATION: (*Indicates required information) *Name: !So Fitt A k i o ry i A D%) *Address: ) Z 5 DO 1u1 ►4 I N R 0 p FA ST M 14 R 1.0 N * !y?y 1 IG 3 Goss Street: rt'�u N S P r}t t+ + B R► p&E *Phone No.: G-, i - 71 -6 6 3 [� b - 2-01 -3.s-6 5 Permit No.: 23(o p aa. Tax-Map District: 1000 Section: Imo. Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) N W 6-A eA&E- (Please Circle All That Apply) *Is job ready for inspection: &V NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .824tequest for inspection Form u�y 3 , 20 ) Z o � / � 2 50D MW IN Mtq ,2voi' W1 1�a3 ear Town of SOU1't^o - � � n1 k► re s DYN m b`ak 1a irr� OkSSiS anL-e , n odvaYl Le, y Sincerely r c� D �UL _ 2 2012 t 800.DEPT. ZOWN 0[SOUTNOLD SO!/jyOl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 iQ C4UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD July 9, 2013 Emanuel & Ors Xefos PO Box 413 East Marion, NY 11939 Re: 12500 Main Rd, East Marion TO WHOM IT MAY CONCERN: The Fo wi g Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: A plication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) For Garage/Pool Ho a and 400 amp Service of$50.00. al Health Department Approv I. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38121 —Accessory Garage/Pool House and Swimming Pool am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES well and will abide by the conditions set forth therein and on the permit to construct, fCr 0 e/ Vacd�� 11.7 French brain Dela&d �P LAN 46 FIEl.� �/ NORTH meet. - ' 'Coll 1 /0.2 e o/ �e X80.12 PK ,TZ I e o- 3 / 8 ase 8 Pe/%a feat P�pe(,z N 0 0 'o �o Conn�e t to 4'x 8') i 'T vcas�•• Dry we// 2018,1 E. 2` N. PIPE Ij 4p, SURVEY OF PROPERTY 7-' 4 5 O DAYTON RD p ice,I 3 11 2oN �.s a N - A T BA YVIEW �E' �.P q �� 1�ReP �� i � �� � pis �� 3/I> TOWN OF SOUTHOLD E �k ��' i� ' NoN - cnDr Z , EArRrING � Ce> OF COUNTY NY d � Z�OaU�2 D 1000 - 71 - 01 - 19 �Nm SCALE 1" = 30' oQ 6t,�t '`� - J - �� 7 = f- JULY 28, 2003 TEST HOLE ` � I( Pt r�� oar^i�►� T. �fy- .o � March 31, ?004 (Slake Hse. & Septic System) o- D wEr.► s / y Sep( 14, 20o4 (icv�s.ir+� Sandy loom Qo 15 ,� D �a �G� 3'a., / ~ . c5'= L 1 ` c F / pf �G Feb Dec' 1,200 S SM �\ �n �( P / a n � . 21, 2006 (revisions) /' � � �') Apr fl 17 ZOO-7`�ywe/13 1, french area.,,, Loamy sand cp v s r OL r 3.5' �� ?t LOT COVERAGE = 4% Medium sand LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY �cP ~ .+c - / Y 8I $� / , 00, e//3- SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON MAY 23, 2003 4.8' - G�� AG / Z to I/ sAnvav 2 fig r. e/9.c, of FLOOD ZONES Fp,OM FIRM Mater in 361 03C016C G 514198 medium sand c -r- i000 iE SS ie 9.0 = WETLANDS FLAGS SP 5.2' - p 3 8 iE 78 8� --P/oPoyGOL God{'O v!" ("� �<-� -� �,� / \ (° _�!t• —� 3%hin ' The locations of wells and cesspgo/s water In oou G r wa coarse sand L� _ / _ '4000 SEPTIC SYSTEM 9 shown hereon are from field observations /0% grovel — — SEPTIC SYSTEM and Or from data obtained from others. _>7)� 'PROPOSED SEWAGE TEM 5 POOLS WITH SW I\J ofoo 44. E��NG CLEAN SAND 3' C l PRECAST CONCRETE ANY AL TERA T/ON OR ADDITION TO THIS SURVEY IS A VIOLATION 12� - -- - C - -20 _ 8 Ep SEPTIC TANK OLS TO BE 3' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ABOVE GRO 6 EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICA TIONS v HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE S/GNA TORE APPEARS HEREON. L l 496/8 ADDITIONALLY TO COMPLY WITH SAO LAW TERM ' ALTERED BY • AREA = 27,323 SCE ft. `Jl N�DiF ECONIC MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY C� ~�6 5 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ' INSPECTED ' AND (631) 765 y / �� L• P �� P. 0. BOX 49 BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. CONTOUR LIWES AND ELEVATIONS ARE REFERENCED TO N.G.V. DATUM REQUIRED U/RF_D FILL = 4 0 cu.yds. o 1230 TRA V SOUTHOLD, N. . I SURVEY OF PROPERTY SIT UA TE EAST MARION 2 5) TOWN OF SOUTHOLD . SUFFOLK COUNTY, NEW YORK S.C. TAX N0. 1000-31 14-07 SCALE 1 "-20' Uri OCTOBER 18, 2007 12-7 4 PIER AUGUST 8, 2008 ADDED PROPOSED GARAGE a♦ as • ' NEON R 1' go" , MARCH 11, 2009' REVISED PROPOSED GARAGE E 79.7 MAY 6, 2009 ADDED PROPOSED CLEANOUT TO SEPTIC SYSTEM EDGE OF PAVEMENT y�{ $5-55'40" I� .4 . �t E SEPTEMBER ADDED PROPOSED POOL U�1 SEPTEMBER 7, 48. �� �' S' SEPTEMBER' 30, 2010 REVISED PROPOSED POOL & OUTDOOR KITCHEN LOCATIONS Pa Row NO � NEl> C MON. a .. AREA = 75,248 sq. ft. FOUND GUY a. ' ' �J J (TO TIE LINE) 1.727 QC. CONC. MON. WIRE •{ \ i 0 O�j 1, •$ a Y � •, a °jl d CERTIFIED TO: c • SOFIA ANTONIADIS ad'e HUDSON CITY SAVINGS BANK MADISON' TITLE AGENCY .a 1, OLD REPUBLIC TITLE INSURANCE COMPANY J► i !" \ F ' d v i ° EI ' ° �� �5•t � t3 d• t • 1 4 .♦ t 'lN .t ♦d a� .,aG�� 1 ds .te ....... a ::.0 :::::::::::::.. :::. s :::.y ::::;:::�.:. d . t. ♦ 4 U.@...• p Ar ■ 1. d a a ko • w e 's a U' s i : :i.. .vi:i Vim' �Qp� ♦4d ,♦ + 4 d `a a Imo` .� 4 •��, if --rj�" �' .gip .a.,.' '. 4Ay�ha• .�!. ....... �p zzzt d • �- ,p^ Q ".:.....: NEST HOLE \\ ...:':r:ri:i':i:: 123 v .'. , .'. . d . . s Ab TEST HOLE DATA °� vl o e ,.3 % : w .. �3 (TEST HOLE DUG BY McD©NALD GEOS f N ON JULY 24, 2008) ° <c . a4 e d a 4 fR �: EL 1'2.3' a. �✓ ,0 ° sG�p SIDE/YARD DARK BROWN SANDY LOAM OL O rob BROWN SANDY SILT ML d'_ a ae' A s ,�o y ,ry dca PALE BRAWN GRAVEL TO COARSE SAND '7 C9� �`f f �� WITH tI1X GRAVEL SW CP P \ EL 3.2' 9� WATER IN PALE BROWN FINE TO COARSE SAND v►P_ �1O��Q Q`-a A pg `.IO�� e WITH 10x GRAVEL SW L' ' Q lI y �qr C, .� 1 La 122 O%,b �'�0',, x RO P 1 F O X112 /O „N• y�0�' �O Ghp x NOTES: /xs,a2 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM / EXISTING ELEVATIONS ARE SHOWN THUS:LQ EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - i3.6 / / xyi F.FL - FIRST FLOORS' G.FL - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T:W. - TOP OF WALL x / B:8-w. - BOTTOM OF WALL 'y $a x t2-2 / GG 2. PROPOSED SEPTIC TANK CAPACITY: 1 2,000 GALLON TANK; 10' DIA. 5' LIQUID DEPTH "' � ) 3. PROPOSED LEACHING SYSTEM: (4) POOLS; 10' DIA. X 5' DEEP. i x12.s x Lu ' PROPOSED EXPANSION POOL +3 1s.a / 1.2a 0 x PROPOSED LEACHING POOL PROPOSED SEPTIC TANK / 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHER'S. ���/ � O 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER REMOVED x 1 G� �o / (� OR FILLED WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 1 4' V� 1 x A. QQ� o 6_5 A _LW / Z � / 0 J6r4 .t�IIV_'1 x 4�5 �p PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) TOP BURIED PREPARED IN ACCORDANCE WITH THE MINIMUM EXISTING HOUSE PROP. GARAGE 4' DEEP max. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED F.FL. 16'.1 F.FL. 14.5• FINISHED GRADE PRCAST REINFORCED CONCRETE COVER FINISHED GRADE BY THE L.I.A.LS. AND APPROVED AND ADOPTED BURIED 1' DEEP min. 2' DEEP max. ELEV. 14.1 ELEV. 14.0 FINISH GRADE FOR SUCH USE BY THE NEW YORK STATE LAND 24" LOCKIN9, WATEIRTIGHT & INSECT PROOF 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELM 14.1' TITLE ASSOCIATION. 3.1' GARAGE INV. EL. 1 GAS IRON COVER TO 4GRADE CAST IRON COVER TO GRADE ____________ 20"min. 2Q"min. MIN'. 4" 'dia. a TOP EL. 11'.7' B+ ' --T --�---- 1 - -- --_ [QP E APPROVED PIPE ---- - 1 PITCHED 1/8"/1' 6 8• MIN. a dia. - I i ° -- 4" di DISTRIBUTION LEACHING POOL HOUSE INV. EL 12.3 ELEV. 12.4 �' ^_ INVERT APPROVED PIPE 3-� ° CR05SOVER OX ELEV. 1121 PITCHED 1/4"/1ELEVINIIEST a+� 5� INVERT .0 a � PIPE o OF A 4 POOL SYSTEM rn- cn: b x I 3 FLOW o. 3 BAFFLE a A 3' CLEAN M d CA SAND MANHOLE coLLAR N.Y.S. Lk. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 1. BOTTOM OF MANHOLE SHALL BE COVER OR BENCHED. THE BENCH SHALL,BE THE SAME WIDTH AS �+ -- -10'---� TO THIS SURVEY IS A VIOLATION OF THE DIAMETER OF THE PIPE AND SHALL EXTEND UPWARD AT LEAST THRE-QUARTERS THE DIAMETER OF THE PIPE. OM J 3 GROUND WATER SECTION 7209 OF THE NEW YORK STATE 2. THE MANHOLE SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEEL NR BE REINFORCED PRECAST CONCRETE ONLY. BOTTOM 3 ELEV. LZ LZ Taft Corwin 111 EDUCATION LAW 3. THE BASE AND WALLS OF THE MANHOLE SWILL BE MONOLrrHICALLY COWCFRUCTED OF REINFORCED PRECAST CONCRETE. ELEV. Nathan Ta COPIES OF THIS 5llRVIEY MAP NOT BEARING 4. THERE SHALL BE A COUPLING LOCATED WITHIN FOUR FEET OF THE MANHOLE ON BOTH THE INLET AND OUTLET SIDE. THE LAND SURVEYOR'S INKED SEAL OR 5. THE MANHOLE SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH 1 MAX• TOLERANCE OF ±1/4-) Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. TO BE A VAIJD TRUE COPY. SEPTIC TANK (1) CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. LEACHING ,POOLS(4� TITLE COMPANY, GOVERNMENTAL AGENCY AND 2. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". LENDING INSTITUTION LISTED HEREON, AND ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Fide Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- 3. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. TUTIDN. CEIRTIFICATIONS ARE NOT TRANSFERABLE. 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF *1/4) 2' . ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. PHONE (631)727-2090 Fax (631)727-1727 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 5. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3. A 1O' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. { 4. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. OFFlCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF GUARANTEED.Jamesport, New York 11947 Jamesport, New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY D E C E[ W E SITUATE EAST MARION DEC 2 22 °10 TOWN OF SOUTHOLD S �� • BLDG.DEPT. SUFFOLK COUNTY, NEW YORK TOWN OF SOt1THOLD 0 ND � S.C. TAX No. 1000-31 — 14-07 SCALE 1 "=20' GAS p01E OCTOBER 18, 2007 12.7 4 / BRICK f VA1VE PIER 6 AUGUST 8, 2008 ADDED PROPOSED GARAGE HEDGE ROW .79.7 1' 1 coNC MARCH 1 1 , 2009 REVISED PROPOSED GARAGE 12.4 �� C BRICKS °• ' MAY 6, 2009 ADDED PROPOSED CLEANOUT TO SEPTIC SYSTEM EDGE OF PAVEMENT A' 85055 40 L PIER d' „ GUY FENGE SEPTEMBER 7, 2010 ADDED PROPOSED POOL UTILITY 1`1 v 48.8 ,a 1A �, E \\ � 0 W1RE \ � 5'f- SEPTEMBER 30, 2010 REVISED PROPOSED POOL & OUTDOOR KITCHEN LOCATIONS POLE ouNO % Il \ \ NOVEMBER 16, 2010 STAKE POOLHOUSE FOUNDATION HEDGE ROW ° C. MON. NOVEMBER 21 , 2010 RELOCATE GROUNDWATER DECEMBER 20, 2010 FOUNDATION LOCATION FOUND 11 U \ CONC. MON. WIRE \1 111 \ \ pp, (TO TIE AREA 75,248 1 ,727 sq. ft. . 111 Ill \ 0 11 11 °� a 11 CER TIFIED TO: X6'0 ��y 111 11I \ SOFIA ANTONIADIS 11 Il \ HUDSON CITY SAVINGS BANK MADISON TITLE AGENCY p Il II °LF , FCIO OLD REPUBLIC TITLE INSURANCE COMPANY 0 11 11 \ FynF IrA ll ,I y Il ll \ II p \ II ll T Il 11 \ o II ll y a,0 111 I11 61- o II Il \ \ a lil \ 11 ll 11 11 F�ate' 11 °' 11 Il j\ 11 H 111 °yam 11 \ 00 11 11 J2s1 ° sr Ayo 11 11 0 °c N, o \ `�yo OC o0yn 1 \\ \\ FOG O o. _ \\ o , 1 19 O o • Q 7 EST HOLE T \\ 1• 0 14.0 \\ ` 13.4 rn was O 17 d p Fo< TEST HOLE DATA <o��stn (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 24, 2008) EL. 12.3' 0' DARK BROWN SANDY LOAM OL ° BROWN SANDY SILT ML •'a. � GOB ry�ry 26� e� / � Ste° 3 0 -4 G 14.1 / .�,e \ �O AF° Qy� 14.1 G 41 \ 3y PALE BROWN FINE TO COARSE SAND O�°p�G. °• LPG ^�'• �� \ F� °F WITH 10% GRAVEL SW I9uIx 14`1 �Q�Q' ,�b' 45' /`� ° I •C� GROUND WATER ELEVATION ON JULY 24, 2008: EL. 3.2' �` 9 1 41O J� R�, OJh� lF,`,/O rho \ GROUND WATER ELEVATION ON NOVEMBER 21, 2010: EL. 1.8' 105' V°�O�Q •2 J WATER IN PALE BROWN FINE TO COARSE SAND OS y1 �Q 'Sryry R_'l� rya WITH 10Y GRAVEL SW P �� � I y�yo O -O 37 I,, `11 CP 0 14.1 �o OG��y0, 17' !oGyo 2� 04 °�Q��° X00 1 A��iO 3�P�N�' °° / G��g 04 hpG x 11.2 F c D 0• P F 0�'�• �i'�°Q°� � p°� / G��OQO�P X12-11 / x4,5 O 3 0° NOTES: A 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �Q3 EXISTING ELEVATIONS ARE SHOWN THUS:5o EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —5— / 13.6 / I .11.1 / / x� /� �O�• F.FL. - FIRST FLOOR o0) x // G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD L x 11.7 B.W. - BOTTOM OF WALL �� �ioo 19 9 I / / c y`11 X 12.6 /�// / o o / � x / Ix � ,j2a 0 Y ° o �° o yn oG pl�yC I � A& / .� 01�', n\ o cry 'i3' `� • N 11,E Gas s o � / m11 / (O 0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE APPROVED AND ADOPTED T R C TIY FW YORK STATE LAND NFT Cp,Q . soap► CAW _ N.Y.S. Li.. No. 50467 - - --� UNAUTHORIZED ALTERATION OR ADDITION .xx ua TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taff Corwin 1 COPIES O LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL � r t>R EMBOSSED SEAL SHALL NOT BE CONSIDE Land RED TO BE A VALID TRUE COPY. --------- ..... -- CERTIFICATIONS INDICATED HEREON SHALL RUN — _ —�—_-- ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys -- Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 6 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 158 James158 New York 11947 Jamespor New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.1 27-341D) ' SURVEY OF PROPERTY ?fit OR �''�' ��' �� SI T UA TE ,. , . EAST MARION 10.8 TOWN OF SOUTHOLD (SAz • SUFFOLK COUNTY, NEW YORK T O AD 1105 S.C. TAX No. 1000-31 - 14-07 .�1 SCALE 1 "-20' 12.7 d j BRICK wvE Pow OCTOBER 18, 2007 �!•• :. • : . •a .- ;. � PIER HUGE RoW g•71 f 109 CONNp MON• AUGUST 8, 2008 ADDED PROPOSED GARAGE MARCH 11 , 2009 REVISED PROPOSED GARAGE f „ C BRICK •. . j 7 c MAY 6, 2009 ADDED PROPOSED CLEANOUT TO SEPTIC SYSTEM EDGE OF PAVEMENT 12'4 N 85655 40 E PcK d', , G E � SEPTEMBER 7, 2010 ADDED PROPOSED POOL 48. f • , o 1' SEPTEMBER 30, 2010 REVISED PROPOSED POOL & OUTDOOR KITCHEN LOCATIONS .. N Boo \ NOVEMBER 16, 2010 STAKE POOLHOUSE FOUNDATION POLE HEDGE ROW C C.MO N. • ° t NOVEMBER 21, 2010 RELOCATE GROUNDWATER 13.3 tt • ° t \ �S. JANUARY 18, 2011 REVISED SEPTIC SYSTEM FOUND ! • : I AREA = 75,248 sq. ft. CONC. MON. W RI t a} \ �,, (TO TIE LINE) 1.727 ac. ! a 1t 0o, J •t F o.X , • : . ,t CERTIFIED TO: ' SOFIA ANTONIADIS ��° �t• i HUDSON CITY SAVINGS BANK a.. MADISON TITLE AGENCY �� OLD REPUBLIC TITLE INSURANCE COMPANY o. 1 :• •l J'" o � • • '-. .: - mac, I t t •°• .t wo b, t t n• � \ 12.1 4A A r a h A ' •T ..• A 49 Q ."+ • IN. • d 4 :` ., •'. ffm � � ......:•:. . TEST HOLE ............ ,: ,ruhhgy A 0 14.0 �, 9 • d Cp ••::::.::•::•::•:. �r �....:•:::.°..:.... N, o to 4... •• 9,0_4 '\ '''r..,. • .d ° ,.:: •:.•.,'�.. o / OJj Fo : • 0Qp TEST HOLE DATA <°� ' ,tn o : . . .. < • • >aP. ' �" YARD �� . ;d FELON (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON JULY 24, 2008) D c��!� d. , EL 12.3' 0. • .: l�� a' • OGpr .�i• .�4+ 14. �351 DE DARK BROWN SAN DY LOAM OL ✓ � • 7i • p42� i1 G \ /`a • BROWN SANDY SILT ML ~A d'. • •• t • • 3' .n •• °• - • • �O ry�ti 26.3' / \ 14.1 ° _ �• •° 47 4 • 14.1 v' .....`:. PALE BROWN FINE TO COARSE SAND "` J?�� �D�G' Q�Q� .0. PALE \ � :.::., <.. •, WITH 10X GRAVEL SW J ....... 14.1 GROUND WATER ELEVATION ON JULY 24, 2008: EL 3.2' 91 GROUND WATER ELEVATION ON NOVEMBER 21. 2010: EL 1.8' 10.5' V 11.3 -Jry WWAH TER IN ROIL ALE BROWN FINE TO COARSE SAND `IA � 13.8 Q l ��e ry ���� tiMk I y Jss� CIA p "j_Qj���,�� a l � � �I ,4.1 X . ,� F�ti Vjj A _ // /y Q} GO IV O /9.6 9� 17' I v e IVY r � ry� 0� / ��B ti Ado � ''.Q a X,,.z o 0 � G� � %�� 13.8 ,E• 41 X10.71 4, X12-1/ / �� / X4-5 NOTES: ��J. / / /X 10.9 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: / // // CO EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - 13.6 1 1.1X/ / X4.7 F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR / T.B. - TOP OF BULKHEAD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3 / / B.B. - BOTTOM OF BULKHEAD / X 11.7 T.W. - TOP OF WALL PERMIT FOR APPROVAL( I"CONSTRUCTION FOR A ;� 3.o X 12.2 B.w. - BOTTOM OF WALL SI GLE FAWL.Y Rcc"DENCE AND 2. PROPOSED SEPTIC TANK CAPACITY: - ------------ (1) 2,000 GALLON TANK; 10' DIA. 5' LIQUID DEPTH 3. PROPOSED LEACHING SYSTEM: DATE (4) POOLS; 10 DIA. X 5 DEEP. `" X,z.fi APPRO D j PROPOSED EXPANSION POOL TOTAL UM BEDROOMS ��� 12.44 I X 13 EXPIRES THREE YEARS FROM DATE OF APP OVAL jj l /X 10.8 ✓' PROPOSED LEACHING POOL ��1�S�ilvtC t Yed 0411 S(� � 1�.s / / //9.1 O Aha�� c PROPOSED SEPTIC TANK ����- h•.,s _ / cv:'32;F0~rn `rat a,.C:=SenT?r 5�,. �►..�,r / r/ y !�a ! !rv'y�!/6J .a/i;�s�sr-Yiq, y / 11.4 / o �n // � 23_'�����`-:"ray..,a •7 ii:vu�i '+'YS•.??;�'..� X �0' •l\ THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD c�>�-Pf ; 4. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ,o 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER REMOVED X OR FILLED WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 6. TEMPORARY WATER LINE AND SEWER LINES TO BE ABANDONED "° I AFTER CONSTRUCTION. ' ° 1 1_7 � / (S s o `6 r �j •°��, Y 11.0 ,Q•'`0/0'h� / 7 1/vY Water 0 00 Sulk Count`T Be Ins / De t. pected By The , p Of Health Ser~j' °�`�`' 8.9 Call&�2-57., tCeS, � � X13 Of in Advance, X4.5 0ti / ^, To Schec`€xe Inspection(s), OUT A za, 0 0 ^' t,-„ Bed Play APp�ved 10 Crn w PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) __j TOP BURIED PREPARED IN ACCORDANCE WITH THE MINIMUM EXISTING HOUSE PROP. POOL HOUSE 4' DEEP Max. 1 j STANDARDS FOR TITLE SURVEYS AS ESTABLISHED F.FL. fL-t F.FL. 14.5' FINISHED GRADE °RECAST REINFORCED CONCRETE COVER FINISHED GRADE PRECAST REINFORCED CONCRETE COVER BY THE LI.A.LS. AND APPROVED AND ADOPTED ELEV. 14.0• BURIED 1" DEEP min. 2' DEEP max. ELEV. 14.0• BURIED 1' DEEP min. 2' DEEP max. FINISH GRADE FOR SUCH USE BY THE NEW YORK SPATE LAND TITLE ASSOCI 24°dia. LOCWNG, WATERTIGHT & INSECT PROOF 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. AL& OF NEy, HOUSE INV. EL. 11.5' CAST IRON LAVER TO GRADE CAST IRON COVER TO GRADE TOP 3 A MIN. 4" dia. d ZAFT O 0 ------------- 1 N --- -TQP ELEV. 20"min. APPROVED PIPE EL. 10.3' 5'.. O ------------- ----' PITCHED 1/8"/1' 6" 8, * Q �p ----^------ N DISTRIBUTION LEACHING POOL MIN. 4" dia. ,r INVERT APPROVED PIPE 3� q ° CROSSOVER OF A 4 POOL SYSTEM POOL HOUSE INV. EL. 10.T ELEV. 11.1' ': N ELEY R]TSiS: PITCHED 1/4"/1' INVERT N 5-i 19 ° 3 3 INVERT M PIPE cn, a g �X J ELEV. JD 3 ELEV. 2,$ Id C1 4•�1 BAFFLE E a 0 3' CLEAN OLE (1) a °. �' SAND MANH N.Y.S. Lic. No. 50467 COLLAR UNAUTHORIZED ALTERATION OR ADDITION 1. BOTTOM OF MANHOLE SHALL BE COVER OR BENCHED. THE BENCH SHALL BE THE SAME WIDTH AS -10' � TO THIS SURVEY IS A VIOLATION OF THE DIAMETER OF THE PIPE AND SHALL EXTEND UPWARD AT LEAST THREE-QUARTERS THE DIAMETER OF THE PIPE. I 10' � 3 GROUND WATER SECTION 7209 OF THE NEW YORK STATE 2. THE MANHOLE SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET AND BE REINFORCED PRECAST CONCRETE ONLY. BOTTOM F, ELEV. 1,$ Nathan Taft Corwin III EDUCATION LAW. 3. THE BASE AND WALLS U THE MANHOLE SHALL BE MONOLITHICALLY CONSTRUCTED OF REINFORCED PRECAST CONCRETE. Ems'' COPIES OF THIS SURVEY MAP NOT BEARING 4. THERE SHALL BE A COUPLING LOCATED WITHIN FOUR FEET OF THE MANHOLE ON BOTH THE INLET AND OUTLET SIDE. Land Surveyor EMBOSSED SESURVEYOR'S HALL INOTDBE CONSIDERED 5 ON A MINIM M 3' I ED OF COMPACTED IN SAND OR DIRECTIONS GRAVL H A MAX. TOLERANCE OF t1/4� y TO BE A VALID TRUE COPY. SEPTIC TANK (1) CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. IS PREPARED, AND ON HIS BEHALF TO THE LEACHING POOLS (4) Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND 2. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- 3. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 2. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 FOX (631)727-1727 ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4• AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD 25) _ �, . : •' .. SUFFOLK COUNTY, NEW YORK ��j . - ) O ND • • S.C. TAX No. 1000-31 - 14-07 rye SCALE 1 "=20' -- - �•- 4 • • :•.. ► ,m OCTOBER 18, 2007 p0`E AUGUST 8, 2008 ADDED PROPOSED GARAGE • •. . �� •: �. ��. ° PIER � MARCH 11, 2009 REVISED PROPOSED GARAGE ` ' • + Y + !• ' �' ' HEM Raw 9.71' ca"c' µaH. MAY 6, 2009 ADDED PROPOSED CLEANOUT TO SEPTIC SYSTEM v. a •'• •, ,40.+ E BR�c►c .• ,x.00" E 7 G� 2010 ADDED PROPOSED POOL EDGE OF PAVEMENT wi 85.55 ° p• SEPTEMBER 7, 1 ..• ,. •:' N 8 w� SEPTEMBER 30, 2010 REVISED PROPOSED POOL & OUTDOOR KITCHEN LOCATIONS 4 - NOVEMBER 16, 2010 STAKE POOL HOUSE FOUNDATION ,i� nn NOVEMBER 21, 2010 RELOCATE GROUNDWATER UTrO HEDGE R� C. N. ' � ;�� V' �• �� v's• DECEMBER UNE 20,18?2013F�FINAL SURVEY CATION RVEY CONC. MON. GUY ► •' ' �, AUGUST 19, 2013 ADD WATER AND SANITARY LINES WIRE + 00,E AREA = 72,166 sq. ft. .;.' (TO TIE LINE do BULKHEAD)1.657 QC. • SUFFOLK COUNTY 0 PART1OENT OF HE-A'-TH.SEF)'VICES...s a APP�AOVALL GLEE ��w�� � CERTIFIED T0:S4 N SOFIA ANTONIADIS �6'• ` d •'� p 0� HUDSON CITY SAVINGS BANK ► : -�- oQ, _ °� �` MADISON TITLE AGENCY OLD REPUBLIC TITLE INSURANCE COMPANY 00,E '-g� el oty 0 anc Ides .! s13Q�1`v;;'.'... i• ;' �i 1 I o Y t • :• , audio mlifil ad by this I�e;ra��rr:.r:: �.,�;agencle.;and,found to � ► '� R gT1 �e Jf(L\ BEDROOMS. r� taw .l. GQ+"V F'©R T/ry ll f'lIL S-.+Ir�(O��.IL7;'�JI J. I Walter j, HIIbe,-x ��, ��IIS — SEPTIC SYSTEM TIE MEASUREMENTS `' .....��,_..._._.: GARAGE GARAGE r CORNER QA CORNER[j] ►� y SEPTIC TANK 37.5' 32.5' OUTLET COVER CLEAN OUT COVER 1 36' 38' • CLEAN OUT 81' 82' q d COVER 2 ' LEACHING POOL COVER 3 64' 56.5' LEACHING POOL 60' 56' COVER 4 LEACHING POOL 80' 73' ► COVER 5 �v :••••► LEACHING POOL 80.5' 76' COVER 6 AN Y. P Pro V1. nooz rop •. Q •• 1 p •• i • �. p : .� •. � Oy� +yam P ► ► D , V `}� `fir, •' �•• •• ._h� // �T' \\ � •''. �.►• C`�zl��`�.�y �l, ooA �„0�.� , '•► iD //4"��' k•1\ r p :►/ Wes ' �'Q�� 0 , lit ' f •' �! ry �s `�� GZ s /�/T A ZOJGi ','•O 'V X5,00., IN, 1P QJ \ G dr V J IV o � P0 C9 0 C* I � V_ v V cb MA /- 0J PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AN VED AND ADOPTED SUCH U � STATE LAND 3� e ALAN N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LEN DING INSTITUTION LISTED HEREON, AND TO THE ASS ASSIGNEES OF E LEND LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1566 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 � - REVIEVI SET 07/01/200 REVISED 06/03/10110 bu CHIMNEY 2-3046 1 2-3046 2-3046 1 2C32 lummammm"m 00 BATH PILT. HT. c PLATE HEIGHT CD [41MIN FIRE-RATED DOOR T-6" SEj_�LOSING HI 41 MIN.FIRE-RATED HINGES SHED < W. GARAGE c 0 =HEATED Now Ca)PIA16- LL Lu Lu 12'—111 lh" PLATE HEIGHT UF Flp I 5/8"TYPE-X FIRE RATED 211GHT LI LSHEETROCK TO BE APPLIED 16797— C @7125/32" 2-3046 2-3046 TO)VALI S AND CEILt)NG 45MIN FIRE -111 IR PER NYS CODE AND STEEL J MB PER CODE CD f 0 FLOOR JOIST ALTERNATIVE 45 Mlb.FIRE-PAT 10 C1011053 @19,2"10C m 91.01, I I I I I i I r_� 7F0 "n 1).SEE PLAN FOR PLATE HEIGHTS- 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEPpi-ppoTIECTION PANELSWITH FASTENING 2). EXTERIOR NVALLS TO BE FRAMED WITH 2X6 DF#2'STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).ALL MULLS,VERTICAL OR HORIZOINTAL,ARE TO BE PROVIDED WITH E 2 -2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. u 4).DOUBLE UP FLOOR jusTs UNDER PARALLEL WALLS ABOVE. PROVIDE 0 PROJECTNORTH 1ST. FLOOR PLAN BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. 5). PROVIDE 3-2XIO DF#2 HEADERS OVERALL OPENINGS UNLESS SCALE: 1/4" V-01 OTHERWM:NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. ]DRAWN: MIJ/MS March 16,2011 ~ SHEET NUWEIR: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE C*OMIVIENCING WORK. CONTRACTOR SHALL VERIFY ALL GENEPAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GEN ERAL CONTRACTOR SHALL BEFIESPONSIB LE FOR ALL 8 Ul WING DEPARTMENT INS PECTIOI, A�4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK., DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCE5FOR DELIVERY OF EQUIPMENT AND MAT I ERIALS,AND REMEDYALL DISCREPANCIES WITH ARCHITECT PRIOR To THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING AND HVAC PRIOR TO INSULATING AND SHEETROCKING, AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FRjOM OWNERS. s AMENDMENT � ItEVI5IO1V5: REVIEI)II SET 07/01/2010 REVISED 08603/20110 i 4" I B • T Q j 4 Q • ! • / 0 4" I F1 _ #10 STAINLESS OP GALVANIZED J� , f �I •'I — DOD SCREWS• ' ��� SI I I WASHERS @ Iz^o c� ( � ) 1 I I ( 1 3/4X14 ML RIDGE 1-3/4X71-7/8 ML RIDGE (a16"OC _ 12" � 1/2"APA RATED SHEATHING GRADE PLYWOOD .J.- ll r ll fl I (ALTERNATTVIVE:7116"O.S.B.) I / I JJ I / • I '`� ` e , ( T dl I 1/2"APA RATED SHEATHING ' �'e �` ( f r I GRADE PLYWOOD rr +� (ALTERNATPJIVE:7/16"O.S.B.) e a �� I I if 410 STAINLESS STEEL l I I • WASHERS 1Z WS W/ 1 1 Compliance C ' r ' �� _--��_,_ i. nii. 1 1 - _ ,,,,., ' 3/4„SUBFLOOR rr e r I r 4 WINDOW SILL TYPICAL WINDOW OPENING � 16'"TJ1560 WOOD-I FJ p12"0 C � ( y I I I I ( I I (LESS THAN 4'-0X8'-0" OPENING) I I � Project.Tile:r1L _ emW Ow Fl. 2010 @Vlm'Ysn�k Energy*Ca ns,er on U I TYPICAL DQOR OF ENING 41"= :: la 3 ar'2Fanv0l a_, � 1agaIv;, 1 : IS% -- INSULATION AS REQUIRED BY CODE: (LESS THAN 4'-0X8'-0" OPENING) 1w lc"—Cap: 5730 �+ � mwale2mw- 4 `+� _, 45 MINI. FIRE-RATED FLOOR: R39, CEILING: R39, WALLS: R23 Q� Ot1rlsteLlalirrn Via_ nsrd1F; IIJs ,10rlraat SHEETROCK: `. DOOR w/SC HINGES ------ G/j i�Vain Fhad �1+�t1�ael�Ar�i�st + a_, 6c STEEL JAMB DBL 5/8"TYPE-X AT CE1LI van�k wf P.0,1 � SGL 5/8"TYPE-X AT WALIL +' ' 4" cltNRVirtwe,AMY"I t1 a _, 24"OC �Si-a3ksdPp$"r ,,' V1 C)4 �I':lai'ImI�e�tlIEI T61wcoft 111I,ao€'11'IAmLlPM;:'371 Y I Vik. 5"CONC.SLAB w/STEEL DECKCNG , � 1 N 9Pho�ik a'ar#�w.,shmm ta.+,.i+�..�e�uirra.�,,at+;�+w��mer�n3r at.rilPp,e i.w�pu�a�+wwaw,�shn 's'r,m.. REINFORCED wl'#5 REBAR ` F to al't :�I�4Y�IYei ,111i 1WNMf{�',Wtl11 WM1R5kW11€Ie�Mi�..l1}N 911 itll., M�"M'(!'4T1>NVY•. M^'-I j I / I I tl I / Q j I • y -r' +ti- v.ts- -•_ _yes-. -r- R r_i .-+ a- ..^-x ,ro- r-r..e a. -r r.+-r a�•mar^-s ;e o WlOX26 STEEL 8EAM 1 ► ` STONE SHELF 1 " 1 ., .- W /� ! a J� •a y� Coco (1'BELOW GRADE) I I I I I IMP 1:S[•1 Fmra.aYi?�15'�� c.21c'f,tYV !Ureg[d0afl d Spaw 2116 0.111 39.0 46 , � / ( �� j ( it �� f I c*9ml :°R C-v ��u ss»r"tram mfe 32.0 0,19 Go •: . . W12X45 STFE I t If l I''wan t: OW 16'O.C. law .13.0 am EF c; e � GIRDER v, 12"TOTAL CONC. �hq isr 1.vtc+ofs�,d� ur ep sr:' u L i 164 r�.: al pp •.�. FOUNDATION 11 '1.Gmag iso 0.3DO 241 a -e. S n „ . „' ' e, ��� ,'�. ALLOW 6 FOR STONE ' r f I • i ' 13r 2;aabd 42 0.2910 12 I � , I WORK.HEIGHT TO BE Il I l 'O� b,^ e 4„ )IA.STEEL p'ds2, 0 713 POST.SCH.4 w ERIFIFD IN FIELD. 12"CC - 1 J � � d:0?R3Y ,�" P�3P{�IA1s�' 1�1 tYlE6F,°i�VCuE' 1'�,�'GTn. 114�1�1�YS'2 13��314'E.I$,�?'�D915.�iJA�I.'tRll�'iT' ' e•• C a / I • 1 i I !G>3kd7MIFa sawom 19'll*p2,9-i4#e3�pd.P�il'Cl�t.Tmee. s�'I;IDfiIII> Ing ftm Rd?lgf7#IIe61,IC�,�4�d PrAwt aw"�33�I'+�tlV�'>�"�"t�n?M?��'6:.Ip3rtE'PrMSIiEIk� a,• '.e. �� lI I � 11I � � �r ?�+I; 'rn�>taaB€ESr. �����.�la��.tca��ts+ '�artr�nn�e�mr �a �gu� �e�ak �ry 5"CONCRETE SLAB � • 3/4"APA PLYWOOD 400CIpsi , , SHEATHING _ • ,, r I ,• • rrdr�., 1.1�FI* °. li�1161f�E a .;• i. ,��'rr'v 4 . n�.,.'.✓n V l •a I I 11 I 1 Ili � `-----• o• 4 � .,°` I I / • I ( 36"X36"X12"CONCRETE FOOTING 36"X12"CONC.FTG. l (i ll y w/#5 REBAR®12"oc em.(DBL.ROW) (3)#5 REBAR SECTION A-A 2X4 DF#2 ' I ' I� I Jr C3 STUDS l� ll y� SCALE: 1/411 = 1►_0'I ll } • r! #10 STAINLESS STEEL Let 1TESs A4i6if1i3K8s., _._.__..,, __... .. .. ...... ........_. i.... sue:Rai t uP.., P1 /l ! I' I IJ /I I I 14 1 I q OR GALVANIZED q� Eyv WOOD SCREWS W/ 1613 ftwa :c%sl>1'6tA�Aww%�i dtf#iuPY1'SGt&`rl7�uCI CfC IMI I CR4f fLkf,..a>t 1 YAP i I WASHERS @ 12"O.C. MULTIPLE PLYWI.11 D ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED 1-314Xi4 ML RIDGE L3f4X14 ML RIDGE TOGETHER WITH STAINLESS STEEL ----- -__ OR GALVINIZED BOLTS W/WASHERS 2X$ @16"OC-_AND NUTS ILA 2'•0"O.C, - TYPICAL MULTIPLE OPENINGS 2X10 DF#2tib°©� oaF# zX10 DF#2 (MORE THAN 4'-0X8'-0"OPENING) RR(i16"OC 2 �OpFL�R ERR @1 RR(a�16"OC cu b � '"1�'I � O A ar tti 4j INSULATION AS REQUIRED BY CODE: 2XIO 'y 2X10 - u, PURLIN , ' �. PURLIN W ' O "� FLOOR: R39, CEILING: R39, 'WALLS: R23 ' c" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL cl AS PER TABLE 1609.1.4 N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) , _i"9? , ` ^ F�yj "" � ��- �� 3"HIGH RAILING b � a WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF;x/16" � �a o AND MAXIMUM PANEL SPAN OF 8 FEET SHALL.BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO f/ 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 'y vk °@WOG � rrr CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL O'PENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2Y t POST 3/4"SUBFLOOR _ - _ _ U � r in 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. - - `t' `� ro HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, — - _ _ ) 2X10 RR @t6"LAC — - - — ry 2X10 CJ @16"OC 16 TJ1560 WOOD4 W DBL.16"ML FJ @12"OC (TYP.) P � I � 3"0 ROOF VENT N Ca E-a N , wj I I u C)) cr) r•-I V i Lji it i 3 j O POUR— a� 1 'I/4 I 5"-CONC..-SLAB. - 1 11'2 4 i D ING ' # BA STOP 11/4 Q _: .n �. 4w'� •.y,. •Rr•eL.s+.. ..r,. ► r,,Y.,n, . Mr T'. ! r !. ■ r M _ N SINK a �LAV. 3' a I ;'. • •V. Q€ 1 W.C. F.A.I. 10X26 STEEL BEAM o •'o* W12X45 r.o _ _ _ •�D" • ;�' �r iJf� STEEL GIRDER („) 3 59 C.O. 3 1 114 •i p, 4"'SCH.40 p a cD C.O. : `¢ STEEL POS 1 ;; • `. 3 aa: it R • b � ��� ^1y' I � Ilia i �(i, •.•: 4 • s.. 5"CONC.SLAB 4000 si , m IPA 4"G.I. TO APROVED A� ee r, HOUSE SEPTIC SYSTEM '�•�� ,"„i. 1•` a• o o• . p o• a ;;' , r°^` d p ,�^r r'"•Cr� �'q•• ,►l p•01^ •Vi f� � Sn•PJ• ^ n, ��.��,re `:.. ^ gyp,. .• SLOPE 1/4 PER FOOT PITCH TO DRAIN • °� � • TRAP 36"X76"X12'"CONC. FTG.4000psit w *. #5 REBAR DBL ROWryy. DRAI�V7IV: MH/MS SECTION B =d JOB#:. �� tom. JOB#:P L U M B I N C H E M AT IC SCALE: 1/411 _ 11.0'1 ,: �:`, � �'.' M"TZ•ch 16,2011 On __ SHEET NUMBER: N.T.S. AMENDMENT REVISIONS: REVIEW SET 07/01/2010 REVISED 08/03/2010 AP PR D AS NOTED DATE B.P.; 6 02;L FEE� BY NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM OR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL 6 CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR [SKIMMER] [SKIMMER] [SKIMMER] DESIGN OR CONSTRUCTION ERRORS. LO CO (SEAT 0 o ALL CONSTRUCTION SHALL 00 00 MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. "NMEDIATELY O 20'-0 vp L.TO CODE O do "old"_O�, U�-O" ENCLOSE POO rJ'_O" UPON COMPLETION BEFORE"WATER" A 40'-Q„ z SIDE SECTION END SECTION SCALE: 1 - 1 -0 SCALE" 1 -- 1 -0 a o OCCUPANCY OR O o USE IS UNLAWFUL a _ WITHOUT CERTIFICATE a OF OCCUPANCY [RETURN] FILTER AND PUMP JQ FA 10 1/2" Mb G� COPING PAVERS HOT TUB �� _ MORTAR {, i + 6,TILE BANDi 47M> PE` 71�A1f1) [SKIMMER] ` CONNECT -- - - - - - - -- - - - - - - - C r , {WATER)~' rl bRYW1 LL i [SKIMMER] [SKIMMER] [SKIMMER] MARBLE DUST • t•I C #4 STEEL REBAR(VERTICAL) 10"OC EXCOECED NGDSEFEET) #4 STEEL REBAR - _ (HORIZONTAL) 101,Oc I.I i I I - 12"TO 36"RADIUS (VARIES) 3500 Psi CONCRETE _-- N==1 L o 8 MIN. _ - I 1„( ) �:, . � I.i , III. if ,1I! I Q � `f'o �, - I f I I 1 w SHALLOW END DEEP END I _ III{III{{_- REVISIONS: REVIEW SET 07/01/2010 REVISED 08/03/2010 ApMpp AS NOTED DATE•lf ✓� o R.P.# 601-2 FEE :'. �Y NOTIFY BUILDING DEPAR T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL 8 CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION 8 ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR R DESIGN 0 CONSTRUCTION ERRORS. _ f _._. .sv.._—.- --'-- — . _ — -- -- - -- - - ---�---- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TH v� __ CODES OF NEW YORK STATE. p --,._---_ -- _ ---- ------- [] __vim____-,.�._._.___.. - ._._.._-__ 1, L. Li _ _ 1_ _ - u_...� 1, a _ _______-,______._._ �__-------__.._- __------ _:T^emu-- -- __.--_----__ � o — USE IS UNLAWFUL NE UNTfL _ - - STONE LINTEL - -- _ _ STONE LINTEL � =1 _--:_s -sl -'^, _ WITHOUT CERTIFICATE - - - - _ �- I__- _ STONE v - - - -- - - - _ t i . -_^ -- -v _,, ___ _�- r I C� 1 � � _ �`�'�C.:...__" ;t...�_._7t_.:_. , ♦ '1..,,�t . ♦ _ _�.�.�.a:�.,�� r • � '(- Ji_:::: -_- t.__JL_._:,_' f�.. � I ( I i l_ _ _�._— �__.i _ I I � _ - - -� _� = - _ -_ _. _,,� 1 - LI �T -T OF OCCUPANCY it ♦♦ �� li _� Mpg CD �-�_ - _ �.__J�`:I__'T?� {��.����. " _°�--�;�•?- . :���.�?- RETAIN STORM WATER RUNOFF cn a � PURSUANT TO CHAPTER 236 _ J- -ILL _ _ __ OF THE TOWN CODE I - - .. f� ="- _� !f v=�: _�___.1_. IL��_ ♦ . " _,� 1 • • .m��_�._.�J ,�I ._. _� - __._ -- - v_ ___,C]L"'_._S' _ ��[__.�C . ---�- li__-- ♦. .' L. it lo WEST ELEVATION SCALE: 1/4" = V-0" 0 cl rn .. Z _ — --- — 1 - - - - C,4 CU IFT Lo I �- � 41 L ly L Lo U _.� 1 _ >__..� --_--- T ! I 1 � . 1�.1._ '--r- N ii - _ - _. - —r _ I..__ r J W u - I � :_. _rT_� _ O -a i L.. U) o �._ _ = I II -� x SOUTH ELEVATI O N SCALE: 1/4" = V-0" 4 DRAWN: MH/MS +4• SCALE: 114"=1'-0" JOB#: October 08,2010 w SHEET NUMBER: F A DISCREPANCIES BETWEEN THE DRAWINGS,TTTHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO THIN CONTRACTOR SHALL NOTIFY ARCHITECT ANY D MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED MAINTAIN TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOIR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. � , ^ REMEWSET 07/01/2010 DL r IL coo FT7fl ;F 0 J_L L E 21 F r hT I H L �j 4- EAST ELEVATION Col STEEL PIPE BIRLACCING-�._ BOLT BRACKETS DZ Vj Li rl _P ENO, L-1 - r IT FAA, 'logo NORTH ELEVATION, JOB October 08,20 SHEET NUMBER: AWIN4GS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COOP INNATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOP,ALL BUILDING DEPARTMENT INSPECTIONS A�2 L A-- PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DP El FOP.DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANC S ^ REVISIONS: REVIEW SET 07/01/2010 REVISED 08/03/2010 73'-0" 33'-10" 5'-4" 33'_10„ 24'-4" W_6 5'-4" 7. 5'-6" 28'-4„ I r D d • � o • I I � PROVIDE DRAINS AT WINDOW WELLS CONNECT TO DRYWELLS(TYPICAL) t D ` � I % % ` CONCRETE WINDOW WELLS(w/STEEL �, � m,,.,. w..:.-.ne.�.:+, m:.e.,.n .«: �.I I r • I F:u<y:,..:.�nn,.,M;..,�K,:<,m,�......, �.�.�.s.,..+. _ 7 �nn.kj.s. 1 E , �,icM M,v..,,wen�ea„rvl'--F�-uz-�so n� GRATE COVERS)6"MIN-ABOVE FIN. ��• "� �� �. ..�� .,, GRADE w/STONE CAPPING,STUCCO �4 a FINISH.PROVIDE STONE BASE AND .w E-- y:vxnreW I ,. �' - DRAINS CONNECTED TO DRYWELLS �C . . -- -- - _ ---- - --- - - — -- -- - - - - - - _ _ -- o (TYPICAL) 0 • • d d . • d • ♦ d d . • • s d • d . • "m • %d d , d . L +<t �' G . d d d d NG. d • L8X6X1 12 OVER OPNU ■ � L8X6X1J2 OVER OPNG. L8X6XI/2 OVER OP � ,dkr ■ 1 1 ' 1 .2 I G[ 1 w Lu s II a O �I ■ ■ ■ ■ ■ ■� a , e ¢ Lu E5 I I im � �O w w u��] I u;l ■w EJECTOR PUMP �j 1 1 X W, uj, w w�` �' ��n - VlF'w/OWNER x, I I D N 0 O I 'N • ' N X j I}3 0 _ I x C 1 WIOX2 EEL BEAM I ■ ■ ■ FLOOR DRAIN ■ FLOOR DRAIN • � • _� • �� • �� • I „ , 1 >, u 13'--03/4" ° 1V-8-3/4" 3 21 -11/4 21'-43/4" 3 -8/� 3 . V w o a ro <0 ' 1 W ■ 1 . , w u I I �7 5"PC SLAB wl ME8AR(x712"0C e.w. I I I I • V 1 �Z I I w w/1.5 58 WHEELING COMPOSITE DECK cV FLOOR DRAIN 3 W ' , ' ■_ °° , © FLOOR DRAIN O 3 ■ W12X45 STEEL GIRDER' I W12X45 STEEL GIRDER ' ■ `3 `— W12X45 STEEL GIRDER �.. . . ...�. . .�■. . . ^ . �� . r — . — . — . rr.� .■.� . . �� . + . • . . W10�l5TE EL B�AM Q 3'0"X3'0"Xi'-0"CON . F7G- cV • ; ■ r 1 TOP/BOTTOM(4)#5 EBAR ew ■ _____ i i ---- ---' ■ Ir 25 o� I l I I I • 14r9T ■J O " a a i v 1 ■ 1 ■ ■ I C�7-7/16' ) I • O QD I ' w . Lu I +{' • i 4- 1+I Fo■ ■ N RUM X N iii �J o • P P 0 A i 1 T x O I O Fe 21 O, 2 © 5 3 FLOOR DRAIN N n-■ ~w vi �■ 1 • P • P r • V P o 'I FLOOR DRAIN ■ o I I •Q I 1 � ■ I � I D - 4 � I 1 I o o ' a 7'-0" 7' 0" 7'-0" 7'-0" 7'-0" 7'-0" 3'-81/2" 1' 03 ' -- , cS� H 1 N 41 en 4 D r ■ ■ ■ ' � � I CT O r0 th t r . p .. P , ♦ . p P • P • P O • . P • • P P P P • P • P • L� -++ j -i TO p u _____ ______ __.._.__._ ______ _-- --- ------ _._-_.. ..,_ 0 � WALL p BRACING rp 4 \ 12'-0" J 40`- " 12'-0" bc) m 0 1).12"THICK POURED CONCRETE FOUNDATION,4000 psi.UNLESS OTHERWISE 4).FOUNDATION TO BE INSTALLED ON TO 36"X12"CONCIRETE FOOTING. U co NOTED.SEE SECTIONS A-A AND B-B FOR ADDITIONAL DETAILS.WALL THICKNESS FOOTING TO HAVE(2X4)KEYWAY AND 4-#5 CONTINIUOUS RE-BAR TOP INCLUDES STEM WALL FOR STONE WORK ON OUTSIDE PERIMETER OF BUILDING. AND BOTTOM AND AT 12"OC(SEE WALL DETAIL).ALL Fi OOTINGS TO REST N W INTERIOR WALL IS 12"THICK.TOP OF WALL NOTCHED DOWN ON INSIDE FOR ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). STEEL DECKING TO REST ON.ALL HEIGHTS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION.EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS 5).FOUNDATION SLAB TO BE 5"THICK,3500psi CONCRETT ON COMPACTED FILL. E PER SECTION R406 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 5 PROJECT NORTH FOUNDATION PLAN WALLS.COLUMNS MUST BE BLOCKED OUT AND IOLATED FROM THE 2).VERIFY CUTOUT DIMENSIONS IN FIELD WITH GENERAL CONTRACTOR. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASE S SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUAIRE MEET THE CONTROL 'I I == W 11 t 1 3).VERIFY OVERALL FOUNDATION DIMENSIONS IN RE TO OUTSIDE WALLS JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE n W SCALE: 1/4 = 1 -p ABOVE.REVIEW CROSS SECTIONS AND CONFI WITH GE L CONTRACTOR THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SEPACING SHOULD EQUAL PRIOR TO CONSTRUCTION. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH TIHICK SLAB IS TO BE NO MORE THAN 16 FEET. u r 6).VERIFY INSTALLATION OF 3"N-LOK STEEL DECKING PRIIOR TO CONSTRUCTION. !_._-__ I(=' O Jill cin SEWAGAGE EJECTOR PUMP 1.VERIFY SYSTEM SIZING CAPACITY WITH REQUIRED GPM NECESSARY TO THE RATE OF FLOW IN GALLONS PER MINUTE NECESSARY TO EFFICIENTLY MAINTAIN THE SYSTEM. 2.DISCHARGE PIPE(VIF)TO BE 3"BASED ON 46GPM.VERIFY AND ADJUST. ' MANUFACTURE SPECS. 3). EJECTOR PUMP BASIN DIAMETER PER ESTIMATED GPM OF SYSTE'ti'':' MIN.18"DIA.BASED ON 46 GPM. (VIF). DRAWN: ME/MS 4).LOCATION OF SYSTEM TO BE VERIFIED IN FIELD WITH OWNER;tIN LL SCALE: 1/4"=1'-0" PER MANUFACTURER'S WRITEN INSTRUCTIONS. � ' JOB#: -A October 08,2010 SHEET NUMBER: E DRAWIMGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNER'S FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A,,,11111113a PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN TH MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY Of EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AIND SHEETROC KING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 07/01/2010 REVISED 08/03/2010 �( 2-1/2"DOWN TO 1-1/2"TOPPING i r O DRAT _ [ w1 RADIANT HEAT G I FLOOR ...�1�. 2X6 FRAMED WALL =? T; METAL FLASHING 5"PC SLAB -_ p I- d _�!„ ri=-1 �1=y`�� ._, _ 5"POURED CONCRETE w/ ..l L�'L'7, n L�'`. nr, h . a.��`L`: fI !{ — l = _ __ 12 :: 5/8'DIA.ANCHOR BOLT #5 REBAR @12'OC EACH WAY �__ �•.._ 6"NATURAL STONE a t < �' == : ! _=_` If_..._.`=-__I +_ - _ 11v p r -- Ills °= 'i w/3X3 WASHER(TYPICAL) 1.5 SB WHEELING (AS SELECTED BY OWNERS) COMPOUND _ ll #5 REBAR,12"OC #5 REBAR @12"OC METAL p, n EACH WAY DECK 12"EACH LEG — — — — — — — a _�..._._ C• • ej MAP 3,0,. 3"CLEARANCE p ° A ° e ° r #4 STIRRUPS u u a � r-- #5 REBAR tl r1 c 6"OC Ls e a A a a.. @ C, #5 REBAR" I h 3,. r r. @24OC °' a <y �� j (3)#5 REBAR • • A ° ?° a ° 12" q PAST OPENING L J `ft n 4 #5 REBAR{VERTICAL) — —� n ®16 110C vi I — I , .. 8 PLAN VIEW A © . °„ '4 . L`- U y A ° REBAR(HOR.) 12"PC WALL c, `.�- .A @16' C O y $"PC WALL d e" c A ° A n d s Ga TYPICAL BASEMENT CONCRETE HEADER ' {;a , n a n 1-1/2 RIGID n 4 :' INSULATION #5 REBAR 12"SPLICE (TYPICAL) �S C A L E: 1 '"�1 " O" .. U. p C +r� � � EXTERIOR WALL BRACE n •, L .7 c, WATERPROOF ALL O {� SCALE. "a SURFACES BELOW ^ . �'' / t44• GRADE(TYPICAL) F� CROSS SECTION p '<a n, to `A ,,, r. o c ;, 4 11 � #5 REBAR(VERTICAL) 1/2"EXPANSION ', � @16"OC(36"SLICE) SEAL r, ' ' • '' L' 6X6X#10/#10 WWM M e. 5"PC SLAB ,•, �, PVC WATER STOP ! PVC WATER STOP a g VAPOR BARRIER f 12°dia.CONC. L #5 REBAR +c #5 REBAR �• <9 n CONSTRUCTION CONTINUOUS @12110C C COLUMN JOINT 45 REBAR ell 36"SPLICE 9 11X9 11X3/4" BASE PLATE FOU N DATION SECTION r' ti FINALGRADE 6'A .. �/�'\ •. 1 � _ _ �- I I� ,I :�=1� =�i,�I�_ A �� I _ / CC3 = _ = _ SCALE: 3 4" .a n ° A I, .y �, �� ���I�I�I � a —:____Iitlflitl- =+Il,fllll'_ � INIi, _��� II IIII,1= A , ` (4)#5 REBAR WATER STOP DETAIL � E^+ fa -' A ° (4)#5 RE13AR #3 REBAR STIRRUPS EACH WAY 16X16 CONC. @ 610C 4" SCALE• 1 O 3' " -0" PEDISTAL a (4)#5 REBAR A A -A `• �a o EACH WAY c , n 31-011 11 A 3` COLUMN FOOTING: FOOTING TO BE SET ON 11 ._ r �+ 1. DESIGN MATERIALS & METHODS OF CONSTRUCTION SHALL COMPLY WITH THE 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR t 3'-0„ — UNDISTURDBED SOIL SCALE: 3/4 -- 1 -O BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AC1318 OF THE BOLTS, INSERTS, SLEEVES. ETC. AS REQUIRED BY OTHER TRADES. AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN N PEDISTAL S FOR ALL REINFORCED CONCRETE SHALL BE 4000 psi. AT 28 DAYS, 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED, ALL SNAP TIES AND x11, STRENGTH LL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO PRECLUDE PQ WA m v 4 4 SCALE: 3/4'� ,-„ 1 —0" INCLUDING CONCRETE SLAB. o � ANY CORROSION!. 2. CONCRTE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + deg. F. IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. :� FREEZING FOR A PERIOD OF 14 DAYS. "d •~Ln REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. A U � A. KEEP FORMS IN PACE. COVER TOP AND SIDES OF FORMS WITH INSULATED 9. ALL E TER ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND N w TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AF G POUR. SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. 1.5 SB WHEELING%•. B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT COMPOUND GARAGE DOOR AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR, 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED. LAPPED w 5"POURED CONCRETE w/ BENT AROUND #5 REBAR @12'OC EACH WAY PER ACl 3118, CLASS "C", WITH 40 DIAMETERS MINIMUM, N ,. 3/4"CHAMFER CORNERS AND HOOKED AT NON—CONTINUOUS ENDS. FOR FRAMED SLABS, A - A 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING C �s STANDARDS - LATEST EDITION. LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT 6 ,e ' h • , 16ga.STEEL DECKING w/G60 FINISH , a OMPACTEDGRANULARFIL A. PORTLAND CEMENT AS PER ASTM C150 - TYPE 1 SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET �+ SPLICES OF BARS AT OPPOSITE FACES. N . �, � ' ' �; �n • � ��`� ��I� ��ram 11111 B. CONCRETE AGGREGATE AS PER ASTM C33, 3/4 MAX. SIZE. SPL E #4 REBAR @12 OC ;� � �ii�_•= WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, ACIDS, EACH LEG 'n = ° c. �_.-•,��, C. W E U fy • ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS SUBSTANCES. 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE A MINIMUM THICKNESS TO V ,'•. •vA '. 1 WALL D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, BE USED. INCREASE AS REQUIRED FOR DRAINAGE PITCH. V to .'G R} SHALL BE A MINIMUM 1 �e �• a DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES S � OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM TO C.R.S.I. 12. EXCEPT AS NOTIED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION STANDARDS. JOINTS AND SHALL HAVE KEYS AND CONTIUOUS REBAR WALL SECTIONS & E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS SLAB AT GARAGE DOOR A185-84. BETWEEN ADJACENT POURS. .e AS PER ACI 515.1R-79. � p� A���• F. WATERPROOFING f 13. FOR CONCRETE; WALLS ABOVE GRADE, VERTICAL CONSTRUCTION JOINTS ; SCALE: V = V -O' 4. ALL CONCRETE SHALL BE AIR ENTRAINED (5-7% RETENTION). SHALL BE LOCATED AT A MAXIMUM SPACING OF 40 FEET. AT LEAST 4 FEET ,:��A � �� DRAWN: Mx Ms FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY scAIE- era"=�'-o" 3;=' '`,: Jos#: AND STRUCTURAL SLABS SHALL BE POURED ON DISTURBED . ':' occobeE M,2olo 5. ALL FOOTINGS A WALL OPENING >JE sHTNUMBER: VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQ. FT. `S x� _ 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT GENERAL TE 1iAL�TIIV�" K�WTd>Rs t 9t ?vk Nk 9IWCT R S PA�5Fg7 ET&P �5G DEPAR 1> IT1N5 11C7{�IT O A E L A O L R LE LL L l T PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS„THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL ALL REQUEST CLARIFICATION WITH BEFORE ECT PRIOR COMMENCING WORK, CONTRACTOR O CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING.PLUMB{NGOAND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FtOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY REVISIONS: REVIEW SET 07/01/2010 REVISED OBY0312010 Fl/?- 17 4)�PJ 72'-0" 10. 23'—10 12'-2" 1 2j—2's /111-5 12'-5" 01 0 CHIMNEY 2-3046 2-3046 1 2-3046 2032 BENCH 91.01, MCI 9'-2" PLATE HEIGHT PLT.HT. go Wo 7)—11/2" 7— In 0 45MIN.FIRE-RATED DOOR, 2'-6- wl sELf-CLOSING HINGES AND STEEL JAMB PEP,CODE 2'-6" 9� (3)VO HD in I I 0 451 MIN.FIRE-RATE OR ui HINGLES in x < UA Lu LLJ Lu Lu C Lu LLj (3)2XI > > _j 0 0 0 co m Im m zz CD 0 < < < < < LN 0 _j b ��z _j _j rl < C14 Lu x C14 C14 PC i 9 z I ce a ce UA LLJ Lu ul wi z z 0 Ll_ 0 Ir t; iE t t; t� t; 0 1 1 1 1 _00 p 0 0 �2 0 00 0 �2 0 0 III �I x x cd cz 0 0 0 .1 0 rn 0 0 0 a I -t -011 91 c9l 0 1 — 7� uj LLA cl;j I I cm _0j 0 0 0 0 0 �i i I I I w CA 9'2" —up L 1 12'—111/2" PLATE HEIGHT 5/8"TYPE-X FIRE RATED 16r SIT 0 1 SHEETROCK TO BE APPLIED @7-25/32" 2 -3046 2-3046 TO WALLS AND CEILING 45MIN FIR ED OP. $ PER NYI CODE wY SELF-CLO NG HltrCiEl S-111 [$-5 .0 AND MEL) M8 PER CODE co m FLOOR JOIST ALTERNATIVE; 45 MIN.FiRE-RATED 016#2 DOUG FIR 616"OC 02 DOOR w/SC HINGES 'v) &STEEL JAMB 0 0 51/8"X15 16F-E2 GLUELAM @16"OC 16"WEB JOIST,@16"OC(L480,40#11 15#dl) 17 Fn x ILO CIOX15.3 @19.2"OC 91-01, rn (0 tD PLT.HT. I (3)1-3/4X]1-7/8 ML HjDER 4'—6 en (3)1.F/4XII-7/8 ML HEADER (3)1-3/4XII-7/8 ML HEADER I 'C4 co 9 � 10, T-6" V-15" ON I, x WHOM Iff"'. 0 'm 2446 2446 CE T'=' NG H' M8 PER COD E 45 DC 3: 9, LO 2 U —51/2 12'-2" 12'-2" 8'—41/2" 3'—51/2" 6'—4" 5'—8 5-8" 6'-4'j 3' B'—4 2, u en 10 Ln U ro 48'_0" 12'-0" Ln -------------- 12'—0" 00 C4 jk 72'-0" 1).SEE PLAN FOR PLATE HEIGHTS. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVfE IMPACT GLAZING. 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).ALL MULLS,VERTICAL OR HOR12ONTAL,ARE TO BE PROVIDED WITH u E 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 0 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE Ln S PROJECT NORTH isT. FLOOR PLAN BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. 5). PROVIDE 3-2XIO DF#2 HEADERS OVER ALL OPENINGS UNLESS EW SCALE: 1/4" V-0' OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM,HEADERS. Ln DRAWN: MH/MS tA SCALE: 1/4"=l'-O" JOB October 08,2010 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS5,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS NOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOP ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MATERIALS,AND-REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 07/01/2010 REVISED 08/0312010 48'—0" W 10'-0" 28'-0" 10'-0" op 14'-0" le 14'-0„ CTN30 OV R(3)3046 Q`1 ----------------------- ----- 2X6 PLATE '- HT ---------------------- 1 1'-0 L . . --------- -------- ---------------------- ---- ----- ---- ---- - F: cN t(3)2X10 DF#2 HDR.: ' Y '0 6'-0"PLATE HEIGHT - 6'-0"PLATE HEIGHT Lu, I 1 ' • � ' , 1 ' V1 Q 0 Q , 1 a Z , r N Z 1 1 O , r a w 1 1 1 � 9'-8"AFF i 1 1 ' 1 DN 1 ' SLOPED ` ' ' / SLOPED F CEILINGCEILING '/------------------- --- ------------------ d ° --------------------------------------------- ------------ ' ,I d , cn 1 ' M v O 1 ' _ u- 1 O d li� Q a , 00 , I 1 ' O X a, THIGH RAILING - ry 04 v SLOPED--- ------------------- -------------------------------------------SLOPED --------------------------- --------- -rn v 1 CEI{,ING CEI(,ING CVO m T tv7 , o , F / \ II 1 1 - ` r` _ N W In 1 1 ' Po �+ I I w 6'-0"PLATE HEIGHT 6'-0"PLATE HEIGHT 1 ' ' NO (3)2X8 PF#2 HDR. (3)2X8 D #2 HDR. (3)2X8 I F#2 HDR. cV CW24 CW24 CW24 4'-0" 4'-0" 4'-0" 4'-0" 4'-0 4'-0' a 7'-10" 8'-0" 4'-2" 8'-0" 4'-2" 8'-0" 7'-10" N � m o 48,-0" u� y o V eta . 1).SEE FLOOR PLAN FOR PLATE HEIGHTS. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. z 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. o \ E 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 5 PROJECT N Q RTH 2ND, OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS U ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR r. f { MICROLAM HEADERS. N W W SCALE: 1/4 n - 1 -0 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. H u u V F tJ"1 N pH �C V a $ DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: October 08,2010 SHEET NUMBER: E DRAWING;S,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE E C G CLEARANCES IFOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PR10R TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 07J01/2010 REVISED7 08/03/2010 Z Z 22 J Z U. U. 12 22 22 2XIO QF#2 RR 016"0C 2x10 DF#2 RR 1@16"nc nt ____.-'--- -- ----.- --------- --------- -.--= 2XI0 DF#2 PURLIN U 2 X10 DF#2 PUPLIN 0 ;D 12 12 _J CC �1j X 12 12 ',POST TO POST TO 08L.CJ j DBL,CJ 9Xin DF#2 RR 016"OC 2X10 DF#2 RR al(,110C 12 1/4 1-3/4XI4 ML RIDGE 1-3/4XI4 ML RIDGE 17 C 0 12 LL 12 LU LU LU _J 12 2XI0 DF#2 PUPLIN 2X CD A IO DF#2 PURLIN r)F#2 RR �XJQ QF*7 PIP I I DF#;P RR CA 12 1@16"OC �@16"OC :@16"OC 22 22 E 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT PROJECT NORTH ROOF P LAN 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT X On CUTTING INTO SHINGLE SURFACE, On W SCALE: 1/4" P-01 M 3).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING, IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 7).PROVIDE SEPERATE PRICE FOR CEDAR SHINGLE ROOFING WITH LEAD COATED C) COPPER FLASHING AT EDGES AND VALLIES. 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 19 WITH ROOF AND SIDE WALLS(TYPICAL). 8).POSTS AT WALL TO CONTINUE DOWN TO FOUNDATION(TYPICAL). 0 Q) 00 -44 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PPIORTO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE U WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. C'4 (U Town of Southold GENERAL: Erosion, Sediment & Storm-Water Run-off Assessment Form DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A X U U SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL STORM WATER MANAGEMENT DETAILS C) FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE Property Location: S.C.T.M. # THE FOLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1000 xx xx xix STORM-WATER.GRADING, DRAINAGE AND EROSION CONTROL PLAN U) DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION N.T.S. WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL District Section Block Lcat CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK Q; SHOULD BE PROTECTED By EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 4 LEGAL MEASURES THAT PREVENT ITS NEGLECT.ADVERSE ALTERATION,AND REMOVAL. QUM& DOWNSPOUTS DRAIN PIPE THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH Item Number. (NOTE: A Check Mark(X)for eadh Question is Required for a Complete Application) WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DUAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8'SLOPE GPM 1/4'SLOPE GPM YM _Ng DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) @ 1116'SLOPE 1/8"SLOPE LEEADER(IN) SQ'FTL GPM DIAMETER - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 97 Will this Project Retain All Storm-Water Run•Off Generated by a Two(2")inch Rainfall on Site? I FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 e CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. 5 1250 17450 3 3220 134 5 6680 278 9440 392 (This item will include all run-off ccreated by site clearing and/or construction activities as well as all Site 1:10 PRIOR To ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 1 444 Improvements and the permanent,creation of Impervious surfaces) jyj CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 6 1920 2 6920 288 6 10700 15100 628 Does the Site Plan and/or Survey Slhow All Proposed Drainage Structures indicating Size&Location? FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, 2 X PRECAUTIONS SHOULD HE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION This item shall include all Proposeed Grade Changes and Slopes Controlling Surface Water Flow! f 0-1 10 AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE IYy LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5" BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. NOTES: 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, Existing Grade Involving more thain 200 Cubic Yards of Material within any Parcel? DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION: 0 SHOULD 13F DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS 4 Will this Application Require Landi Disturbing Activities Encompassing an Area in Excess of DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION: P 96 OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, Five Thousand(5,000)Square Feet of Ground Surface? AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR USE OF THE DRY WELL AS A SEDIMENT BASIN 15 STRONGLY DISCOURAGED.WHERE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, Is the a Natural Water Course Running through the Site? ROOF AREA:218 1.0 SO.FT. $ X PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT DISSIMILAR UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF C). h7 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. METALS WITH PROTECTIVE BACKING PAINT. Is this Project within the Trustees jiuristriction or within One Hundred(100')feet of Wettand or Beach? ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE AT 100%WATER RUNOFF:364.3 CU.FT, SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3.INSTALLATION: Will there be Site preperation on Existing Grade Slopes which Exceed Fifteen(15')feet of Verticle Rise to 6 AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, One Hundred(100')of Horizontal)Distance? DIA.X 6'DEEP CRYWELLS TO 2"FOR EVERY 40'OF RUN. DRAINAGE AREA STABILIZED. PROVIDE(2)8 1).GUTTER TO BE PITCHED TOWARDS LEADER 1 IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 15 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. DRAWN: MH MS STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 8 FT X 6'=253.5U.FT. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS To DOWNSPOUTS AND Will Driveways.Parking Areas or rDther Impervious Surfaces be Sloped to Direct Storm-Water Run-Off 7 X INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND ACCESSORIES. -of-way? SCALE: 1/4"=V-0" SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT DRYWELLS CAPACITY;607,0 CU.FT. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT into and/or the direction of a Town right BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA ---- CONNECTORS. J013#: IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE CONNECTION WATERTIGHT. Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of October 08,2010 any Item Within the Town Right-of-Way or Road Shoulder Area? COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES 15 RECOMMENDED. SHEET NUMBER: DRY WELLS TO BE 10'MIN. 4).PROTECTION: (This item will NOT Include the Installation of Driveway Aprons.) PRETREATMENT: A),PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE 8).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF COMPLETION. RUNOFF POLLUTION.ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND 0 ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER 0 O NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box,a Storm Water,Grading, PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit! THAT CAN ENTER THE DRY WELL. REVISIONS: REVIEW SET 07/0112010 }HIV, REVISED 08/03/2010 1 i 1 l #SO STAINLESS STEEL OR GALVANIZED • Iy { I • WOOD SCREWS W/ @ 12" ( I 11 • i I ))) � I � CT•) WASHERS 1z^O.C. � I 1-3/4X14 ML RIDGE j t I I I I 1-3/4X11-7/8 ML RIDGE a"O. . --- - 2X8 ®16"O 12" l I l I C - - - - -- - ----- 1/2,.APA RATED SHEATHING GRADE PLYWOOD 1 � (ALTERNATMVE:7116"D.5.8.) 11 I I I r T f I f 1/2 APA RATED SHEATHING co I GRADE PLYWOOD (ALTERNATNiVE:7/16"O.S.B.) #10 STAINLESS STEEL OR GALVANIZED } 1 I I i WOOD SCREWS W! � � r WASHERS @ 12"O.C. /• / f l ! tl U� 1 3/4' SUBFLOOR , yy I \I r WINDOW SILL ' W J TYPICAL WINDOW OPENING 1 I i I ( II i '• 16"TJ1560 WOOD-1 FJ i012"OC (LESS THAN 4'-0X8'-0" OPENING `V E I I I ) ' ' v TYPICAL DOOR OPENING H (LESS THAN 4'-0X8'-0"OPENING) ♦\ ' _ 45 MIN.FIRE-RATED O \\. i w/ C n W SHEETROCK: DOOR S HINGES\ DBL 5/8"TYPE-X AT CEILI \♦ `-; &STEEL JAMB SGL 5/8"TYPE-X AT WALL!\♦♦ `-; W �i 24"OC 4" ♦ •_, ffil ♦ \♦ ' 4 S"CONC.SLAB w/STE€L DECKING ♦\♦ � Z A"' REINFORCED w/#5 REBAR ` � ♦ _ j I I I ( 1 I ( I I •r• _ _ i. _s s- - '••s_ - -r+a�,-. _r r- s r+'-.r •-! wrw 4 s- ,y- a-. a 7.^ __r r.f-a' ••- •.'�s _ ,1•_—..I �y Jt IJ I •.• i 10X26 STEEL BEA ► STONE SHELF U I j ' I I I • o; ; ,�,..• fit'BELOW GRADE) W12X45 STEE II r 1 j I _ Q: GIRDER •�• 12"TOTAL CONC, f '' O ' •,., FOUNDATION f f 1 ( 1 f f 1 I • '; •• ALLOW 6"FOR STONE 4 DIA.STEEL ; WORK.HEIGHT TO BE 12"OG i + ( I I( S •• POST.SCH.40 p VERIFIED IN FIELD. 5"CONCRETE SLAB •...- 1 111 3/4"APA PLYWOOD : 4000ps1 ► �• SHEATHING • . t I I I � I I I � I I I k I I I I I I `-___-' •°•e� p•o,'� ..o= �•o•••• 4 / I l I • I • i� / • 36'X12"CONC,FTG. 1 1 36"X36"X12"CONCRETE FOOTING t / I w/#5 REBAR @ 12"m em. (DBL.ROW) (3)#5 REBAR p i i � 1 � C A-A 2X4DF#2 I SECTION STUDS fl I �l �II I SCALE: 1/4" = 11_011 . • � f � � f � �� f �f f � • l a � I ' #10 STAINLESS STEEL OR GALVANIZED 1� I 1 I ( I I I WOOD SCREWS WJ WASHERS @ 12"O.C. MULTIPLE PLYWOOD ASSEMBLIES i-3/4X14 ML RIDGE 2-2X4 DF#2 STUDS CONNECTED 1.3/4X14 ML RIDGE TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS n AND NUTS @2'-0"O.C. _-- -_---2X8@1 OC ---- --- TYPICAL MULTIPLE OPENINGS 2X10 DF#2 X112 C,�I'"OG �XJ�0 R 2XID DF#2 — (MORE THAN 4'-0X8'-0"OPENING) RR @16"OC R �yL14 S7 C>I6,OC o � W 4 O Cn U U 2X10 i �� �� �� 2X10 PURLW PURLIN LO WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL v � En O o AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ° b � w cU % 3'HIGH RAILING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1611 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 © @t6"O�CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2XPOST 314"suBFLOOR '� — - _ — v) U 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. ----- ON "d Lh HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. _, _ _ — axto RR®16"OC 2X10 CJ @16"OC — - -— w i6"TJ1560 WOOD4 DBL.16"ML FJ @12"OC (TYP.) 3"O ROOF VENT - U) N ; N ° N 3 I a 11/4 ; POUR 1 1/2 STOP 11/4 Q - /� 7 w ^l 7 ^7 •n/.Y wr "a Id/'w ■ r w ■ • ST SINK a LAV. 13�� © ..� • ~* w a�` � � � j' , � ' 4 sW10X26 STEEL BEAM • • r•: � W.C. F.A.I. • 4 W12X45 � n — - - — : STEEL GIRDER (, • o 1 1/2 • •..� p C.O. " ► a x SCH.40 3 I C.O. ••; STEEL PO 3 .'•; ► • � � 3 . 5"CONC.SLAB 4000 psi ' 4"C.Lj„��TO APROVED .• — - _ — HOUSE SEPTIC SYSTEM °' v.• • d a• • .d _ ►•a SLOPE 1/4' PER FOOT PITCH TO DRAIN TRAP °• `• +' • 'v••'• d n ! !„• ••d n w i e � e � vi � oa o'v, � .. ,� z' 36"X36"X12"CONC, FTG.4000psi s #5 REBAR DBL-ROW _ `> , . '-' DRAWN: MH/MS SECTION B­B t T ' I SCALE: 114"=1'-0" PLUMBING SCHEMATIC i i JOB#: SCALE: 1/411 — 11-01} -} October 08,2010 •_ } U SHEET NUMBER N.T.S. ' A�7 REVISIONS: REVIEW SET 07/01/2010 REMISED 08/03/2010 (MIND 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 1 N, ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE o RIDGE ' HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL • JACK STUDS RAFTER 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 LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC W WALL STUD low, r THROUGH-ROOF EXHAUST VENTS SELECTED AND a METAL STRAP LOCATED BY CONTRACTOR Q Fy CRICKET AT TOP-SIDE OF W CHIMNEY VENTILATION CHANNEL A RIM BOARD AS REQUIRED RAFTER C SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN E-+ r . _ VENTILATION ' WOOD JOIST SIDEWALL FLASHING • T/•� r'••1 FOUNDATION - '� ' TOP PLATE BLOCKING BLOCKING V1 CJ FINISH WALL AND MOISTURE — 2x4 LEDGER O Z = STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP FASCIA � U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER Q INSTALL 4'0" O.C. ��.'' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. � LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 1$ga. STRAP AND JACK STUDS ,� •� , ' GAP TO PREVENT CAPILLARY CONNECT TO 4" - 6" RAFTER RT10 10-3 4 EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / �„ AG TI(ON / " x 18go. TYDOWN ANCHOR INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT 2ND. FLOOR WALL _ OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS (ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING � O Z SHINGLES AT (BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST •r•••I TOP PLATE •� p �, SIDE WALL FLASHING GIRDER/HEADER Q 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O cV AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �.•� W low FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8° LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C' OVER RIDGE TO THE PROPER STEEL CONNECTOR. RAFTER TO PLATE CONFORM E SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET , SUBFLOOR n�i w WOOD JOISTS m o o` ♦ ` NEOPRENE ; x ,n � v CONC. SLAB TYP. CONC. FOUNDATION /� GASKET " �. 2x6 /2x8 CONTINUOUS WOOD PLATE o ami p C 6 MIL. POLY V � ° 4 u DAMPPROOF EXTERIOR ° GRANULAR FILL BOLTED TO STEEL BEAM WITH Q - 6MIL POLY ON EXTERIOR �' ' i.n - �` ' 1/2 " DIA. BOLTS @ 48" ox. STAG. � g 9 � ° V '` STEEL COLUMN I `� , 44 V ^ ' ♦ CONC. SLAB • 4 • C `A D ° ROOF JACK ` ♦ �` n u O cc D ' STEEL BEAM N u ► COMPACT FILL _ `. 4" x 1/4" x 8" STEEL `v Ia ° f _r--8 p ° ROOFING LAPS %% TOP AND BOTTOM PLATE (J KEYWAY FOOTING D `1.^ ° a ,1 • d • t� n FLASHING AT ' / " • WITH 1 2" x 6" ANCHOR BOLT 0*+ `✓ CONC. FTG. USE WITH 3x3 SQUARE WASHERS ` 1/2' GROUT N au r ° 'p Q'Q D SIDES AND TOP ao y .0 d ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) a REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT S' STEEL COLUMN P-4 DRAIN TILE : p r ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 2424"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC NEEDE D FOR STRUCTURAL BRACING. "x STEEL / BOTTOM BEARING H WHERE NEEDED WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL O Cn i r'--- SUBFLOOR Q' CONC. SLAB I DOOR FRAME - 6X6 10/10 DOOR JOIST E COMPACT FILL ILL N FOR BXOCKOUT STEEL BEAM ';•� ,^w,` 4" SLAB ' P.T. PLATE W/ 6X6 WMM M I SLOPE ♦ Y . I I 4-DRIVEWAY -.� NOTCH JOIST AND ADJUST HEIGHT U 1/2" AIR 5 P ACE „1 7 1 � ,p _ , (WITH A NAILING PLATE IF NEEDED) � ' AT END AND q• �+=� • , :a • , TO B E APROX. 1/2” OR HIGHER THAN ES dF WOOD ,� , • ' STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE ' q -=--a--=---cr--=--� BEAMS D D 0 '. . '. • � ,- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a a ° a 6X6 W.W.M. ° - ° r, Q / ' =�11 4 d ° ° o A •a � _m_NOTCH BEAM FOR MUDSILL IF REQUIRED �SUBFLOOR M I r d REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM 1J, D D • • � �` * REfNFORC ING BAR c s O•, ° OIST DRAIN TILE i•� 12" '° %• SHEET METAL / 30# FELT UNDER BEAM AT POINT t• • • STEEL BEAM • OF CONTACT WITH CONCRETE OR CONC. BLOCK c•! a 3" PLATE (BOLTED TO B E." + TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '• A SHIMS TO LEVEL BEAM ' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 3 °' DRAWN: MH/MS " SCALE: NTS BEAM POCKET JOB#: cif October 08,2010 SHEET NUMBER: 8 REVISIONS: REVIEW SET 07101/20)0 REVISED 0810312010 JOIST DETAILS wi at 16 Stud ALLOWABLE HOLES - TJI Joists " wall " Plate nail-16d(3-1/2") Plate Waif-i6d(3.1/2) box at 12"on-center box at 16"on-center* on-center INTERMEDIATE BEARING loon panel nail-8d(2-1-2") Floor panel nail-8d� Load bearing or shear wall NO LOAD BEARING WALL ABOVE 2-1/2")common at 6" No Re/d cut haler 1-1/2^hole may be common at 6"on-center* above(must stack over wall trs hatched See Table B cut anywhere in on-center below) Web stiffeners .Inner See Table Table A See Table cut any- required each side Load from side hatched zone DONOT 1"or 1-1/4" 1-1/4"Trus � Blocking Blocking panels at B3W Joist rim anal may be required with Blocking / Trus Joist g Ob,,e cut or notch Range. pane! * board 2x4 minimum shear walls above or so 6" rim board squash below-see detail 81 1-1/ " 6 L 1 2 x D 1 DI L2 2 x L 2 D2 ce nail-10d(3") oe nail-10d(3") ..,� 6" minimum box at 6" 12 box at 6" lappllestoall minimum 6" 6" holes except on-center* min. on center knockouts) Do not cut holes larger than Remove tongue and groove wr2"Incantllever DO NOT from floor panel edges Boun any nailing B1 Bl 1/16, Table A - End Support supported by 1"e-R1mt>D to Mt Imam distance from edge of hole to inside face of nearest end sup art cut holes in cantilever 8d(2-1/2') Web stiffeners m reinforcement. ensure quality nailing. „ stall proper blocking required each squash ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE Tll rim common at 4 "Conventional construction code minimum for * to support all panel q q DEPTH ni joist on center edges side at B1W and blocks 2^ 3" 4" ba/2 aa/2 n° 13^ 2" 3^ 4• 6.1/2 a-v2 It„ 13" se with A3 only.See Trus Joist f'ramer's g g2W Use 2x4 minimum squash 110 r " -s' 2'-0" s-o" V-a' r-6^ T6" a'-6" Must have 1-3/4"minimum Go@ 3.3 octet Guide for A3.1-A3.3 torte/lotion 3 4 '`See Trus Joist Framers Aarket Guide for 210 r-0" 1'-6^ 2'-0" s'•^ joist bearing at ends 62 132 B3 B3 C$ blocks to transfer load 9-1n" r•0° 2'-0" '-6" 5'.0" specifications additional Installation specifications. �j O around TJI joist 230 1'-0" ro 74"1 5'-6" P-01 T-T T-T 5'-0" 360 1'•b" 2'•0. 3'-o" &.D, 1'•6" 2'-6" 3'•6" 5'-6" V-0"length of 110 l'-^ I'-" r-0" V-6' TJI joist 210 1'.0 1,.w ,.n .n y,,» r, „ 1,-0» 2'-Q» ^ 8"diameter maximum hole Nail Trus Joist rim 11-7/a" 230 r-0" r-o" r-0" T-0" o" 4'-0"length of 8"diameter maximum hole reinforcement and for 11.7/8"-16"deep oard to blocking Attach reinforcement 360 r-0" r-o" r-6^ a'-6^ 7'-0" i'0 r•0^ 2'-0" s'•6^ T-o" P g t'-0" I'-0^ T-6" 6'-6" 7-6" Web stiffeners 3/4" for 11-7/8"-16"deep filler block. Use blocking panels;6" with connections to joist with one 8d 560 r•" r-^ r-" 5'. " '." r.o^ 2•" 7'-0^ B' diameter maximum hate g panels;6 g Nail through 2x_,wood backer reinforcement „ 110 1'-" 11-01, r." z'." required each n_ blocking 4'-0 length with diameter maximum far equivalent to (2-1/2")common nail at '•" '•,r' r. " '. " 3'_" •_" �_,� 9 for ll-7/$ 20"deep 91/2"and 11-7/8" blocking an g 210 r o^ 1'-0" 1'-0" r• " 3'-0" 6'-n^ J'. side at E1W „ on one side at diameter maximum for g p els 9-1/2"deep decking schedule each corner o" 1.0" l a, a'-o" 6'-6" s'-6° blocking panels;6 E2,both sides TJI' „ Trus Joist and 14" 230 r-0^ -0" r-0" r-e' 3,-61 s-" 1-0" 1.0„ r-o" 4'-0" 7'-0 9'-°^ diameter maximum for blocking panels 9-1/2 deep joists. or shorter than 12 tong. Attach reinforcement TJI joist web with 2 rows lad 36o r » i,.w r-0" 2-6^ 5'-6^ B'-o" r•o" r•0" r ^ s•6^ a'•0^ 9'-6" r1 rim board Blocking panel Blocking w locking panels 9-1/2"deep at E3 or shorter than 12"long. not cut flanges. to joist with one 8d g p 1 between g (3"}common nails at 6" 210 r o" r•0 .- 2'•6" 6'•0^ 9'•0" r•o^ r•o^ r-6" e.a' 9.0^ 10'•0" or shorter than 12"long. not cut flanges. (2-1/2')common nail at ch joist.Nail to top panel n-center,clinched. Use 270 ' " r-o^ , r-0^ r 6" 3'•6^ 6'•" 1'•0" r-o^ r-o• w '•6" sw 10'•6" each corner plate with connections 16„ 230 r-0^ 0^ r-o" r•0" 7-0" 4'-0" s•6^ r.o" r.o r.0^ 3'•0^ LDo not cut flanges. Trus Joist equivalent to decking 16d (3 1/2') nails with 36 r r- 9'-" r•„ r-o^ r'-" 4'. „ 1 -©„ n'•„ rim board 3- 2"TJ I joist 560 r•01 o" r•o" G'-6" 10'o^ r•o° r•o" r•a' s•o^ to-0^ u'-°^ 1z'•o^ Trus Joist 12"length of schedule. a e w idths. rim board ttach 3/4" g a" 6" a" 10" 12" 15" 17" 4" 6" B• 10" 12" 15" 17" 12"length of r-0^ reinforcement to reinforcement " � � 1a" 36o r•o^ r-o" r-0" z'•m' s•o^ 10'.0" Trus Joist rim ttach reinforcement joist web with 3 3/4 560 r'-o^ r-o^ r-o^ r-6^ s'-6" n'-o" 1r-o° 1a'-6^to joist with 8d 2-1/2 on one side at W ' reinforcement 360 1'•^ 1'-0" 1'-0 1'•0" 0 T-0" 10'•6" 1'-0" 1'•0" 6" 8'-°^ 11.6" r4'-0" 1s•6" board j° ( ��) rows 10d(3') E5,both sides 2D p common nails at 6"On- a on one side at 560 1'•0" 1'-0" f-0" 1'-0" 1'-0" T-0^ 11'-0" 1'-0" 1'-0" 4'•0" 9'-6^ 12'-6' 14'-6^ 15'.61 ,� common nails at 6 at E6 Wood "` ID center.When E7,both sides ^�" � ,0 on-center,clinched. backer o able B - intermediate or Cantilever Support � Z Face rain a��� reinforcing both 2' .S� Use Z rows with 9-1/2" at E8 es a1tn eC grain � Less than t�tr 85 Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support horizontal sides,stagger nails, d'a and 11-7/8" Les than 1j2 het Gast` `aa ppart F_ El El EZ E3 Eq TJI joists, 5 5" arti� <b 01 �l DEPTH Tit ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE Not for use with 3-1/2"TJI ES E6 a ES Off` 2" 3" 4" 6.1/2 B-1/2 11" 13" 2" 3" 4" 61/2 B-I/2 II.. 13" Ito 1'-6" 2-6^ 3'• 7'.6" 1 1'-6" 2.6" 3'-6"1 61.6" W joist flange widths 9-1/2" 210 TV 2-6" 3'•G" 74" 21-0- 3'-a' 4'o^ r w 230 2'-• T-0" 4'•0" 6'•0" 2'-6" 3'-0" 4'-" 7.6- ( 1 Filler block Attach 110 360 3•^ 4 rV-11"'•0" 5'-6" 9'-0" 4'•6" 5'•6" B'•0 O WEB STIFFENER ATTACHMENT ^ °" 1'-6^ s-" o" with ten tOd(3")box nails,clinched.Use ten 210 I-" V-0- z'- 4.6' V-0- V-17 T-0- 1411 1 .- „ O U 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT Gap: na/s 230 r-o^ z'-o 2'-6" 5'•0^ s'•6" r•0^ 2-6" 3'-6" a'•o^ 10'-0' each side with 3-1/2" Option#i: 1-1/8"minimum 360 2.0" 3'-0" 4'-0" T-o^ n'-0" 1 21-01 3'-6" s'o" 9'.6. 1r " Structural exterior Apply subflooradhes/ve to all TJI Joist blocking with end 560 r.6^ 3'-0" 4'-s' -o" 1 '•0^ T-0" 4'•6" s• 10'-61 12'-0" Web stiffeners TJI joist flange widths. pp y g 2-3/4"maximum required if sides of Use fifteen nails with sheathing contact surfaces 4cks installed at 113 joist 11#2= 110 I' " P-D' I-a'1 7.0" '. " V-0. v-^ I.-a,I 9'-w 12'.0 Backer block 2I0 r-o^ r•°" r-°„ 2-6- ,.o" 9'•0" r•o" r-» z'-°» G'-o" 10'•°" t2.6" hanger do not laterally TA joist depths s an locations using 14" 230 r-o" r-o" r-u' 3'- '-s' 1a-0^ r.0" r-0" 2-6" s-o" 10'-6" 13'.0^ Install tight to top Bearin late: Flashing � Three Bd{2-1/2") box nails, support at least 3/8" greater than 16", g P o 8d(2-1/2") clinched 360 r.01 r•o" 7-o^ 5-6" 13'-6" 12-6• 1'-01 2.0" 4'•0" 9'-U' IT-D" 14'-0" flange(tight to Flush late with inside ar of TJI'asst to P Treated 2x SQ box nails or 560 r-o" r-o^ r-6" s'-6" '•^' t3'-" r-o^ 3'-0" s'-^ 10'-0^ 131.6" 1 '-" P bottom flange with face of wall or beam o`'s a� 2-1/2"screws, Three 16d(3.1/2)box nails 210 r-o" r-o^ r-a' r-0^ 3'-0" s•^ 9'-6" V-01 r-o^ fr' a'6" 9'•G" 12.6" 15'.6" flange face mount ledger '15 l F at 3-1/2"T.11joist flange widths $ typical 11#2 t6» 230 1'-0" r-o" r-w n6" 4'-0" 6'6^ err-6^ r-o" r-o" r-o" s'-0" 10'-6" IL;Z 1s-0" angers).Attach 360 1' " 1'• I'-" 113'-W 1 T-V•"'h g ) Web stiffener each " " 1 1 '•6^ r'-" r. " 2- „ • with ten 10d(3") See fastener Trus Joist 560 1'A" 1'-0° 1'.p" 2'-6" T-0" 11'-0" 15'-0" 1'-0^ 1'-0" 3'-G" 9'•0° 14'.6" 16'-0" 18'•R" Optl n#2: �,V'I side.See sizes Top box nails,clinched table below.Maintain rim board . u 4- e" Io^ u^ 15" I7^ 4" 6" e• m^ u^ 1s" 17" 2x strapping installed below, flange when possible. a distance(minimum)from at 1/3 joist span Ti ht fit IB„ 3so r•o^ r-0" 3b^ 9'•0" 15'•0^ r-o" 4'-0" T-0^ 14'•6^ 16'-6" 19'-6" g 560 1'-" 7'-0" Y•0' 6'-D" 1 '-o" 16'-6" 1'-0" 6'-0" 11'.6" 16'-6" l8'-0" 20'_0" hanger edge of l edger to fastener. locations using two 3b0 j,-O"I 1'-0"I r-0"1 3,-0,., -0" Ir'-0" 15'•6" 1'-0" 1'•6" T-0" 12'•6" t6'-G" 19'•0" 21'A" Face mount acker block 2-1/2"screws per joist W [Web Stiffener Size W Web Stiffener Size 20" Allowable Load/Factored Resistance(lbs) P j 560 1'-0" 1'-0" 1'-0 1'-6" 6" 12'_0 1fi'-0" 1'-0" 3'-0" B'-6" 14'-0" 17'-C 19,-6" hanger both sides Fastener tion#3: „ „ ", p 1-1/2 1/2 x 2-5/16 min -5/16 7/8 x 2-5/16 min Rectangular holes based on measurement of longest side. 1-314"elm board 1"N.A. TM directly applied ceiling Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole, of Web With 3/8"lag bolt 400/630 N.A./N.A. 1-3/4" 5/8"x 2.5/16"min 2-1/2" In x 2-5/16"mintmum Knockouts are located in web at approximately 12"on-center;they do not affect hole A l single TJI 112"lag balk 475/750 325/N.A. hen specified on the layout, one or more of placement. Joist -Allowable load determined in accordance with AC 724. \X/ 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2X4 For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one Hl H2 H3 LA pg ethreebracingoptionsshown 1Lmustllbe -Conosionnresistant fasteners required for wet-servsce maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist, applications. nStalled Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or O hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers z BEARING FOR DOOR R BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) ! BEARING AT WALL WINDOW HEADER CONNECTION WALL � Joist Framing I 1 1 1/3 depth � Trus Joist rim board c O Allowed hole Strap per code if a zone S top plate is not panel Safety bracing(1x4 a 1/3 depth o o Cut only round holes and only �"r <D E'+in the center ofbeam. or blocking far lateral support continuous over Blocking minimum)at 6'on-center and 1/3 span Allowed hole zone 113 span ROUND HOLE CHART O O header tended to a braced end BEAM DEPTH MAXIMUM ROUND �� W Silent Floor joist framing E1 ex wall. HOLE SIZE Fasten at each joist with does not require bridging o Sri(2-1/2) 4.3/B" ")nails minimum . For uniformly loaded beams only. V or mid-span blocking (see WARNING). . Rectangular holes are not allowed. 5.1/2" 1-314" TO P Range 7.1/4^to 20" y' • No holes In cantilevers. hanger Sae Illustration for Allowed Hole Zone Parallam®PSL or Fa hanger DO NOT bevel cut Joint Al H2 No holes in headers w beams In plank orientation. TimberStrand@ beyond Inside face of E2 Rim board joint Ll LSL Column L2 L3 See current Trus Joist (�Ivlth rotect untreated wood from direct wall. between joists TJI JOiST ATTACHMENT at BEARING literature for framing concrete 3 TJI Joist to Bearing Plate Squash Blocks to TA Joist Load connectors •:•• •••• 1 A3 I g q \/ Trus Joist rim board bearing wall above) Is CONNECTION OF MULTIPLE PIECES OF • ' One oe(3")box .feat cute mWst be within nail intto each flange BEARING AT COLUMN TOP-LOADED\I BEAMS(1) w�/t One box nail 1 e loch en 4 0-'' �p " TJI rim joist C5 T N u 1.3/4 Width Pieces: 1 side.Drive nails CC at an angle at X a U Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. L3 Trus Joist least 1-1/2"from cri m O A2 rim board end. 1.3) minimum bearing Verify Parallam PSL or Minimum of 4 rows 10d(3"x 0,128")nails at ELEVATED COLUMN at end support;3.1/2" 0 V­4 O TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE minimum at intermediate column If using 12d(3-1/4")or larger nails,the CAP O support capacity and beam 81 L7 shear transfer.•Connections equivalent to N p y number of nailing rows may be reduced optional Hl f/oorpanelnallingscheedule o bearing length. by one• man-shrink x 5w " ' See current B2 C) grout Rim to TJI Joist ,r,..l• 0 Trus Joist rim board or ' Trus Joist 3-112"Width Pieces: � literature. Minimum of 2 rows 1/2"bolts 1-3/4"wide TJI rim V ,=a w at 24 o.c.staggered 83 \ Jolstone 1od(3")box m r. (1)Load must be applied evenly across entire 3-1/2"wide with rim nab into each flange eH c '� U) ' jtaistToe nail with 1 TJI floor beam width.Otherwise,use connections for side-loaded beams. (31)box nails,one each joist N j aJ p ' 2-1AW-2.5/16"wide Butting T11 rim oistOne 16d side of TJI joist flange O W Additiona ung l nailing or bolting may be required with Use 81 or B2 at J p1 84 )assts (3-1/2")box nail Into each C-4 LS L6 side-loaded multiple-member beams.Refer to current P2 P3 with blocking termedlate bearings flange product literature• panels I load bearing or shear 3-v2"wide End of joists TJI rim joist Top View at centerline wall from above of support FASTENING of FLOOR PANELS Braced coo wall BEAM ATTACHMENT at BEARING Closest On-Center Spacing per Row see note 3 under Trus Joist rim board Nail Size Tit Trus Joist rim board TimberStrand LSL i{1 WARNING ,1 " 110 and 210 230,360 and 560 1^ 1-112" 1.1/2"or wider Mleroflam LVL Parallam PSL One lOd(3")box FBI nail each side of V ad (2-1/2")box 2.1/2" 2" 6" 4" • member at bearing, O U) ad(2-1/2")common 3.112" 2" 6" 4" 3" 3" 3" 1-14'minimum from end to 17d(3"),12d(3.1/4")box 3° 2° 6^ 4" INSTALLATION TIP5 lOd 3",12d(3-1/4" comma 43" 3" 6" 4" 4" 4" 4" L4 Drive nails at an See framing plan(siappl/cablel orFramers pocket -y ( ) ) Sebfloor adhesive will improve floor performance,but a(/ 16d(3-1/2")common N.A. 4" 16" 6,10) 6"(1) 8" 6" may not be required. angle in minimize Guide for minimum end and intermediate bearing (/)Can be reduced to 4"on•center with maximum nail pendratfon nfi•3/8"iMo the narrow edge. When Joists are doubled at nom-load bearing parallel LA xterior Deck splitting of plate lengths. partitions,space joists apart the width of the wall ttaehment [-•l Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. Structural sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing O DO NOT use stawn lumber recymmendations. Nailing rows must be offset at least 1/2"and staggered. - for rim board 4orblocking. 14 ga.staples may be substituted for ad(2.1/2")nails if minimum penetration Sawn lumber imayshrink WARNING A ll► r * /� u of 1" Into the T11 joist or rim board is achieved. Protect after fnstarilation, W i1.i` �\,11 ,y(`w,e untreated wood See ALLOWABLE Farthest On-Center Spacing per Row from direct HOLES VIP Joists are unstable until braced laterally Maximum sparing of nails is: contact with H3 Bracing Includes. taY( Far joist widths 1-3/4"or less: 18"on-center concrete -Hangers -Rim Board Fpr joist widths greater than 1-3/4": 24"on-center L>0 NOT allow workers to walk on .slut Lines -Rim Joist DO NOT stack but/ding rnaterlals Jolsts on unsheathedioids.Stack only FILLER and BACKER BLOCK SIZES Shifted Joist dditional until braced. TJI Flange Widths 1-3/4" 2-1/16" 2-5/116" 3-1/2" joist over beams or walls. Plumbing drop Bearing plate to 1NJURY/NAYRFSMLT" Depth 9.1/2"or 14„ 9-112"or 14"or 9.1/2"or 14"or 18"or 11-718„ la"or 18"or be flush with inside WARNING NOTES,• p 11.7/8^ 11-7/8 )6" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked face of wall or A Weyer aeUS2r BUSIrpe55 2x12+1/2" vertical loads(details 81 and 82).Packing out the beam Lack of concern for proper bracing during construction can result in serious accidents.Under normal cond , Filler Block' Two Two Two 2x6 2x8 3/$" 3/8" 1/2" 1/2" sheathing web of a TJI Joist(with web stiffeners)is not a following guidelines are observed,accidents will be avoided. r �( (Detail H2) sheathin sheathing sheathing sheathin 2x6 2X8 2x12 substitute for squash blocks or blocking panels. Cantilever Filler 2X6 2x10 2x6+3/l)" 2x10+3/B" ZX6+1/2" 2X17+1/2" Not 1.All blocking,hangers,rim boards and rkst joists at the end supports of the TJI joists must be completely Installed end properly nailed. ^ /,- ` (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be 1 't DRAWN: MH/MS g g 4'•D"ion g g rig applicable 3L Safety bearing Hoes of 1x4(minimum)must be nailed to braced end wall or sheathed area as in note 2 and to each Joist.Without this Ion Ion g 6'-0"Ion 4'-0"Ion 6'-�"to p y temporary permanent deck(sheathing)fastened to the first 4 feet of oasts at the end of the bay. Backer Block* 5/8"or 314"or bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. - 0 (Detail Fl 3/4" 7/8" V et 2x6 2x$ 2x12 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. SCALE: NTS or H2)^if necessary,increase filler and backer hiork height for face mount hangers.Afeintoin i/8"gap at top ofloist:see detail W,Filler and backer block lengths shun d 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. JOB#: accomodw required nailing wlthoutspliltbW fit'md,lmum for backer blocky and 24"mks/mum for filler blocky). • • 6,The flanges must remain straight within a tolerence of 1/2"from true alignment. . This sheet is intended as supplement to the Tr Joist Framer's y rss' October D13,zolo e a s pip us t Pocket Guide, which should be referenced for additional information- Fr, SHEET NUMBER: - A-9 REVISIONS: REVIEW SET 07/01/2010 REVISED 08/03/2010 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 lin 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 BUILDING HEIGHT (SEE PLANS) 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 TOP PLATE 1 WALL: 4-8d COMMON RAFTER 0' TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH 1)• The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: TA COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION 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: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the 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 - Sd COMMON DESIGN EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL N LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 2 - 16d COMMON 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, for bottom plate with uplift ROOMS (SLEEPING) 30 rT� 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 LJ responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 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 QTY. SPACING 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) PEP, FACE NAIL � 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 TOP PLATE TO 2 - 16d COMMON FEFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O TYPE I EXTERIOR SHEARWALL CONNECTIONS: Q U 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5)• STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 2 - 16d COMMON STUD O.C. NAIL Sym.: � �D attached with Sd common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C. FACE HEADER ALONG EDGES NAIL FIRE PROTECTION SEE FLOOR PLANS O 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 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 TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL ENERGY CALCULATIONS RESCHECK O 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ] FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING p..l 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 sidewa}I lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 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 Q•1•y_ SPACING MODERATE SLIGHT TO _ 2.4.4.2 and 2.2.4 respectively. 20 IBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete stabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. g)• CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls bean attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Any g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 9 CA 2 - 8d END NAIL COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE EE NOTES: 1 ( BOTH FIELDS) O to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C.O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O Z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - lbd COMM- JOIST NAiL O 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. pressure treated lumber. ° En Cn 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 p BAND JOIST PER END ° f exterior walls prior to backfillin . All fasteners, hangers and anchors to be galvanized or stainless steel. 3 - l6d COMMON Q N W the below grade portion o p g TO JOIST JOIST NAIL l). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 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. ROOF For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N v JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) n '* v ° otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. Q` 1; NOTE: 2 FOR PANEL FIELD x v tj where needed. GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wail headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 10"5d COOLERS INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 O ° o O.C . FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. to and 2 full length studs on each side of WALL SHEATHING: NOTES � � w c� openings. LVL headers to have (3) jacks studs ( ) g 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 u NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. u Cn M E� and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMO 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. �vt c`� in anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with PLYWOOD 6" O.C. FIELD ) p g g g 4 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 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. P- Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Cade. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. FLOOR SHEATHING: NOTE: 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/o ) fi' p y g y p pp other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H u roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Dormers running p r pP state code and manufacture's recommendation for maximum hole size and spacing permitted. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. STRUCTURAL PANELS 6" O.C. EDGE 0 where applicable unless otherwise noted. 1" OR LESS 8d COMMON 12" O.C. FIELD O floor joists at 8'0 O.C.. Use solid blocking in floor joists HVAC SYSTEM NOTES i).PROVIDE TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Provide blocking/bridging in NOTES: 2).USE 51MPSON ON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. - under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2!DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N 10). Provide insulation baffles at eave vents between rafters. install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF pF�" needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing Section R602.8-FIREBLOCK ING REQUIRED 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 Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U and to form an effective fire barrier between stories,and between a top story and the roof space. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. I adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizant;al furred spaces shall also be fireblocked at Intervals not exceeding 10 feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected 2 All electrical work shall be approved a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building )• PP �' q 5� drop ceilings cove ceillin s. -r "' to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. `; `, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces • under stairs shall comply with section R314.s,N.Y.S.Residential Code. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vent's,pipes and duds at ceiling and floor level,to resist the free passage of ;?1 e`k DRAWN: ME/MS torch down type material over. flame and products of cortnbustion. '4ss yp x ' SCALE: NTS 5).For the fireblockin of chimneys and fireplaces,refer to Section R1D01.16.N.Y.S.Residential Code. �'' ' JOB#' 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ) g v P 'f October 08,2010 SHEET NUMBER: be installed with a foam sill gasket and top-r-tex termite shield or approved equal. ' .. ;. A- 10