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HomeMy WebLinkAbout37799-Z g1lff�t, oTown of Southold Annex 12/18/2014 $4 - A, P.O.Box 1179 54375 Main Road :o. . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No:- 37333 Date: 12/18/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1800 Broadwaters Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 104.-940 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2013 pursuant to which Building Permit No. 37799 dated 2/11/2013 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: ADDITIONS AND ALTERATIONS, INCLUDING 2ND FLOOR BALCONY AND COVERED FRONT ENTRY_ TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Moschitta,Ann Marie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0071 09-12-2014 ELECTRICAL CERTIFICATE NO. 37799 07-16-2014 PLUMBERS CERTIFICATION DATED 10-22-2014 Thr,pp B's Plumbing&Heating 7&#ed.A1gnat--&e supF t,�c Town of Southold Annex 12/18/2014 ® oG� P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37334 Date: 12/18/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1800 Broadwaters Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 104.-940 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2013 pursuant to which Building Permit No. 37799 dated 2/11/2013 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 TWO-CAR GARAGE WITH UNFINISHED ATTIC AS APPLIED FOR The certificate is issued to Moschitta,Ann Marie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37799 07-16-2014 PLUMBERS CERTIFICATION DATED Autho ' S' atur p�AgU �'r�vTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37799 Date: 2/11/2013 Permission is hereby granted to: Moschitta, Ann Marie 138 Colonial Pkwy Manhasset, NY 11030 To: Additions and alterations to an existing single family dweeling and construction of an accessory garage in the front yard as applied for per-Trustee approval #7894. Two COs required. At premises located at: 1800 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-10 Pursuant to application dated 2/4/2013 and approved by the Building Inspector. To expire on 8/13/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,104.00 ALTERATION OF ACCESSORY BUILDINGS $399.60 CO -ACCESSORY BUILDING $50.00 CO -ALTERATION TO DWELLING $50.00 To $1,603.60 idin nspector pF SOUIyo! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 col? A1hC P.O.Box 1179 �Q roger.riche rtCaD-town.southoId.ny.us Southold,NY 11971-0959 00UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Moschitta Address: 1800 Breakwaters Rd City: Cufchogue St: NY Zip: 11935 Building Permit#: 37799 Section: 104 Block: 9 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BIOdOm Electric License No: 1720-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X ' 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 71 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 19 Smoke Detectors Main Panel 200a A/C Condenser 2 'Single Recpt - Recessed Fixtures 45 CO Detectors Sub Panel 1-10 A/C Blower 2 Range Recpt Fluorescent Fixture. 4 Pumps Transformer Appliances Dryer Recpt. : Emergency Fixtures Time.Cl6cks Disconnect 200a Switches H64 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 5-paddle fans, 4-exhaust fans, 17-ARC fault circuit bre 20KW standby generator with 200a transfer switch Notes: Inspector Signature: VDate: July 16 201-4 81-Cert Electrical Compliance Form.xls QgUFFO(,� W3 � . Town Hall,53095 Main Road 'Fax(631) 765-9502 P.O..Box 1179 Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: October 22 , 2014 Buildilig Pennit No. 37799 Owner: Anthony & Annmarie Mosehitta (Please print) Plumber: Three B' s Plumbing & Heatixig Corp. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to hefom ne this 22nd day of October . 20 14 Eileen Ni.Roaehe Notalry Public,State of NOW York No.48326942 ®uaiified in gufffbik County Commission Expicets.9anuary 31,20L-? Notary Public, Suffolk County OF SOUTy�� �'Y�OUN1V,ac� 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: r �, o DATE �� INSPECTOR Of SOUjyo� N � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUND ON 2ND ] INSULATION CJ [ ] FRAMIN STRAPPING ( FINAL [ ]. FIREPLACE & C [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: Ac's'D - DATE INSPECTOR —./L 3 ;' 7 OF SO(/Tyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA F L) REMARKS: DATE INSPECTOR SOUTy cOUNi`I 9 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F ON 2ND [ ] INSULATION [ RAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: toof c DATE INSPECTOR N 1C �I,Y�OUM`I,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , DATE 64 IR INSPECTOR OF SOx9- x9 (/TyOlo �lycOUNi`I;N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION.1 ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [r ] CAU KING REMARKS: 9 �. } DATE INSPECTOR' SOUTyo� 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 l INSPECTOR 0pF SOUry G=; _. o� o TOWN -OF S UTHOL UIL ING DEPT. 765. 802 INSP CT [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ ULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FJR SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) : r REMARKS. c C DATE INSPECTOR r` . i ' Of SOUI,yo i �. TOWN OF.SOUTHOLD BUILDING-DEPT. '. 765-1802 INSPECTION: [ ] FOUNDATION IST [ X],,ROU PLUMBING, FOUNDATION 2ND [FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �5INSPECTOR D C 0 V El CHARLES M. THOMAS R.A., PLLC DEC 17 2014 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 BLDG. DEPT. (631 )727-7993 TOWN OF SDUTHOLD CDTHOMAS63 @AOL.COM DECEMBER 1 67 2014 Building Department Town of Southold Re: 1800 Broadwaters Road, Cutchogue Permit No. 377992 Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect all aspects of the construction at the above referenced property and can attest that the first floor framing, the steel and steel connections and first floor wall framing conform to my plans and specifications and the 2010 Residential Code of New York State. Thank you for your attention to this matter. Please contact me with any questions you have. Very rul yours, Ok HAR S M. HOMAS, R.A., � R ® �� M. C k X" 04061 OP N lul,"glMy.caloollue . l _A RM r • t • t PLUA J , 1: 1 INSULATION PER N.Y. STATE ENERGY CODE we d. tM 75 K WA !1 aD 1 • • 1 � •a�� ll S 'L. Maw E•. /l �r 7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 G Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined I 20 Single& Separate Storm-Water Assessment Form Contact: Approved "2 20 3 Mail to: Disapproved a/c Phone: Expirah`o "-- 120 10 U Eff 8 r Building Ins ct r FEB 42013 PPLICATION FOR BUILDING PERMIT BLDG. DEPT. Date 20 TO14�N 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 wort: 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 denAflition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing , and re i ations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises ?l kVq k4v,,,/ V�rQ- ,�" M0�—A 17114 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: FPA-0vl-tJ House Number Street Hamlet County Tax Map No. 1000 Section 10 q— Block �j Lot Subdivision NLAQ7&I f Filed Map No. Co Lot -7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy -5j04L&;F— yW'P_V.� 3. Nature of work (check which applicable): New Building Addition Alteration � Repair Removal Demolition Other Work (Description) 4. Estimated Cost Ajp, ;,tea Fee �� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor -Z V1 � If garage, number of cars � Coq 3 � . 6. If business, commercial or mixed occupancy., specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2, Rear ?2 Depth 572, eo Height (CP Number of Stories Dimensions of same structure with alterations or additions: Front +-2- Rear Depth gZ,40 Height- Number of Stories ._.. 8. Dimensions of entire new construction: Front ?20 Rear¢2, Depth 45Z. Co Height j +:: Number of Stories 9. Size of lot: Front ��(o Rear 110).10 Depth '3 3GA� 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 NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises At 1*6r-,441 Inic Address Phone No. Name of Architect l4vc is 7k mA:�2 Address Phone No 65i-7Z7- 77j1"3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES L,-'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 V' IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �9W i being duly sworn, deposes and says that(s)he is the applicant (Name of individual g signincontract) above named, �,ONNIE D. BUNCH ZD Nc�a Public,State of Now York yy � No. 01 BU6185050 (S)He is the 44Glua;ifled in Suffolk Count ( ontractor, gent Corporate Officer, etc.) ;wnirnlsoion Expires April 14,?^ of said owner or owners, and is duly authorized to perform or have performed the said wort:and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thisr- q,�hday of 20 j:') Notary Public Signature of Applicant C•,•If r�ri•�r�. •' -,bN�•0�•r+q/•r .�`.=ii••Iri•rl•��rr�.. '"��-C�11 �1 r - .�.:-,Y,�11 r r .. v''iele /rrr•'w. ,,eelo0e'ilelrr 4. {��111 \111 r 1111 ///r• X111 /�/ _ '1l1 I/// V 11 Il%jr 111 ll// 4 ' BOARD OF SOUT'I'ED TOWN TR.USf 'EES "r••r ; 11 SOUTHOIiDNdEW YORK E @ •i�lll s3 Ile • PERI*IITrNO;.r71894 DATEz AUGUST 22, 2012 b . IN r 'o'• ISSUED fI�®1 ANTHONY&"ANN M NRIE;MOSCHITTA .,r PROPERTY ADDRESS: 1800 BROADWATERS.ROA D., C:U1TC'HOGUK'. .S t.41 lg®*/ l OFA f y st UTHOR�ZAT�ON vF 1 i J r Pursuant to the provisions of Chapter 275 of the To Code of;the Town of Southold and m `r. • ,� �accord'ance with the Resolution of the Board of Trustees adopted at the meehrig held on August 22,2012,and ° in considerationiofaapp°lica;tion fee in thesumof$250-00 paid by Charles M Thomas.and subject to;the Terms Y- i`,QI'1 and Conditions as stated int he Resolution the,Southold Town`B 'ard of Trustees authorizes and permits the o•/•/, }� .rai�.t`� : •x`"k .Cr.)T 1z:......I f' �a r-• f - a following: _ r \` =dVetlandsPermit'toktremove roof and first floor walls down)to'first floor deck• " 'e frame new first floor walls and first floor addition; add new second floor;,remove and 1,1,1,11 -s�;a3z.tf. r :replace existing brick patios, new two car garage; with the conditions of establishing 3 a" ,cl•+ and subsequen�tlynaintan►nga 20`wlde�non,turf buffer frsom41Q;' contour liner' z, P seaward, the use of a haybale line and silt fene ;at,12 ,contour tine,mstallattonof 3 gutters, leaders apddryvvells,:and as depicted on the survey prepared by John C. `';G , Ehlers;lastdatcdsThly 31;x20'12;and stampedtapproved on December 28,i 20121. e s .;r,l{ y -..... i£� 2:? s —,-'`.. �i - ,. ,e.- .:S F ,. .. .. ., ai tsi 1♦°1�0� � yl•°1 IN WITNESS'W1�E$ Oi theisaxdBoard of Trustee'sFherebycause"s'its Corporate Seal tovbe affixed, and these presents to be subscribed by a majority of the said Board dslofihis date. r••1 Q �t y � 1, �` r i 4 L l��ur"�3lr,��^.%�,er,.�.�.�i�'C��ra:'Ldu. '�",.,'a�s'c ✓-5"lYJ✓"`3:"Y���"st�+, 5.e":Ye'r;".u.�.0 uu.�iawuYK3.lw it,i7.r"`Y.�.,ji`L"�Gcu �lw�.57i,'Z.ui��aa3 a�,�.5' 3,�a;.�Sii�``Fs,� �ii�✓.ul'Y,`Y�.',�.�r�T,F�Y i'v�� ' �� ` ` k.. e�ilall 1�i4s ter' �'iii 1 11ii�� - �r•�i• (111�e���e��ll 11��i� _ -:��i�4r1 /010i�� .'` - t.._'0�iili.{ (11,e�?�1 ,$' - ��ii�ll 0,41°,� ®F $o(/�iy Town Hall Annex John M. Bredemeyer III,President Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F. King, Trustee Southold, New York 11971-0959 Dave Bergen,Trustee Q � Telephone (631) 765-1892 Charles J. Sanders,Trustee �ljY`,oU '� Fax(631) 765-6641 � CEfJ1� � ��--- --�--�B01 D OF TOWN TRUSTEES DEC 16 2014 U TOWN OF SOUTHOLD BLDG Dt?T. CE T FICATE OF COMPLIANCE TV!ki OF SOUTFIOLD # 1077C Date: December 5, 2014 THIS CERTIFIES that the removal of roof and first floor walls down to first floor deck; framing of new first floor walls and first floor addition; addition of second floor; removal and replacement of existingbrick rick patios; new two-car garage; 20' wide non-turf buffer from 10' contour line seaward; gutters to leaders to drywells; installation of armor approx. ±110'long_by 6' wide of slope using 100-5001b. boulders on top of filter fabric At 1800 Broadwaters Road, Cutchogue,New York Suffolk County Tax Map# 104-9-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 1, 2012 pursuant to which Trustees Wetland Permit#7894 Dated August 22, 2012,was issued and Amended on October 16, 2013 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of roof and first floor walls down to first floor deck; framing of new first floor walls and first floor addition; addition of second floor; removal and replacement of existing brick patios; new two-cargarage; 20' wide non-turf buffer from 10' contour line seaward; gutters to leaders to drywells; installation of armor approx. ±110'long by 6' wide of slope using 100-5001b. boulders on top of filter fabric. The certificate is issued to ANTHONY&ANN MARIE MOSCHITTA owners of the aforesaid property. INN Authorized Signature New York State Department of Environmental Conservation Division of Environmentail Permits, Region 1 SUNY @ Stony Brook 50.Circle:Road, Stony Brook, NY 14790-3409 Phone: (631)444-0365-Faxi,(631).444-0360 Website: www.dec.nv.Qov LETTER OF NO JURISDICTION October 1.1,20-12 Ms. Ann.Marie Mosch.ltta 138 Colonial Parkway Manhasset, NY 11030-4834 Re: Application,V-473.8-02511100008 1800,13roadwaters Road, Cutchogue SCTM#1 000-104-9-10 Dear Ms'. Moschitta: Based on the information you submitted; the D.-epartme'rit of Environmental ental Conservation-has determined landward,of.the I OfOot, that referenced property .� elevation contour on a,-grpOuaI,:natural slope, as shown on the.surVeyPrePared,by John C. Ehlers dated 7/31%1'2,ls beyohd Tidal Wetlands Act.(A rtiIcle 25)jurisdiction: TI Use Regulations Therefore, in accordance with the current rrent 'id'al;Wetlands Land s (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation; or disturbance of any,kind may take place seaward of the tidal wetlands I jurisdictional boundary, as indicated abovej. without a permit. It is your responsibility to�ensure that,all precautions I are-taken to prevent any sedimentation ordigturbance,within Article 25 jurisdiction which may-result from your project. Such precautions may include.maintaining adequate work area between the jurisdictional boundary , and your project(i.e. 15':wide,construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall.'remain valid unless site condifionsr,chang.o. Please-note that this 16tter does not relieve you of the,responsibility of obtaining l :any,,necessary permits or,approvals fromotheragencies or local. municipalitleg. Sincerely; 'Mark Camara Permit.Adminl$ttotor cc: En-Consultants BOH-TW File eoSUr �� Town ®f Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM W Z PROPERTY LOCATION: S.C.T.M.ti: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Old (J 10 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN tstr c action -Block — of CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. __FSCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / 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.JAcres) (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 0 C) Site Improvements and the permanent creation of construction activity? (S.F./Acres) Zo impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This �! Item shall Include all Proposed Grade Changes and _ Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion I and sediment control practices that will be used to ❑ control site erosion and storm water discharges, This item must be maintained throughout the Entire t �p Construction Period. 4 Will this Project Require any Land Filling,Grading or �L �& 5 4 Excavation where there is a change to the Natural F C'G�t+`1 u= Existing Grade Involving more than 200 Cubic YardsA/ of Material within any Parcel? rj Will this Application Require Land Disturbing Activities ❑ — Qi/3.r1�.,t c] 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 Including Construction activities involving soil disturbances of 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.GP-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 Not shall be Into and/or in the direction of a Town right-of--way? submitted to the Department prior to the commencement of cbnslrucdon 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 storm 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?This Item will NOT Include the Installation o!Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to effect the quality of storm water discharges. NOTE: If Any Answer to Questiona One through Nine Is Answered with a Check Mark 3.All SWPPPs that require the post-constriction storm water management practice In a Box and the construction site disturbance Is between 5,000 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(4) and/or Answer for each Question Is Required for a Complete Application) SPATE OF NEW YORK, �iC�OUN'T'Y OFi...........................................SS That I,.,CCT><OLO-1,,,,.,,,I D,. .......................being duly swum,deposes and says that lie/she is the applicant for Permit, (Name of individual Igning bocu t) And that he/she is the S �Jr�r ! .,,..,,,,, . .•(Owner,Conlrec(or,Agent,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 knowledge qd belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; FRS! IS J YAKA SKI f ( Notary P blic, tate o Ne ork l ... day of... ......... ... .. .........,20.1. No 97622 Notary Public: ......... . Qua if C in i..... . . .1.............. Comm... on 'i.re APri.......t.�g'........� ignalure' Applicant) FORM - 06110 - - j o��pF SO�I�Q! Town Hall Annex ' Telephone(681)765-1802 34375 Main Road N • 0x 63 )765 P.O.Box 1179 rogerrichertd-, nsouf950 &ny.us I Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �u� �5 �w c�a- Date: �3 i Company Name: a- a ss Tec i cCL � Name: License No.: �f jos°z/0 Address: l ro-4" • Q :cre Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: .✓ 7 ��-y �$ h �' *Address: / o v e- *Cross Street: *Phone No.: Permit No.: '1 Tax•Map District: 1000 Section: ry Block:�_ Lot: /O *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 I Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 2 0 300 350 400 Other * Re-connect ljnder round Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (631 )727-7993 ODTHOMAS63 @AOL.COM July 28, 2014 Building Department Town of Southold Re: 1800 Broadwaters Road, Cutchogue Permit No. 377992 Dear Sire/Madam: We are requesting a 6 month extension to the existing building permit. Thank you for your attention to this matter. Please contact me with any questions you have. Very tru ours, j CHARLES M. THOMAS, R.A., -9F AUG - 8 2014 t SUFFOLK COUNTY DEPAERTMENT OF HEALI TH SERVICES 5URVEY OF LOT # 261 A, PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 'AMENDED MAS' A OF NA55AU 'V SINGLE FAMILY RESIDENCE ONLY }JOINT CLUB PROPERTIE511 DATE / -� r;.5. REF. No. r�`- off— 00ILD X45 M�4i' {56 �c 51TUATE: NA55AU POINT S APPROVE TOYqN: 50UTNOLD FO hi IIFiI:rrl CSF BEDROom� 5UFFOLK COUNTY, NY - EX1?f es T � I ti , P5 FR0f;7 D,ATF7 s�,,:�jp-pp���� SURVEYED DULY 31, 2012 Ne SUFFOLK COUNTY TAX # S (moo 1000 - 104 - G - 10 1 ASR CERTUMI)T®o „oma Wi t:' i"� ,"�f'� � m� tidp�® rl� ; � v , 03 fa GRADE Piz t� 'A ,, SM BROWN `O 51 LTY SAND BROWN cj i /- ,' 8 F I NE SAND 14.2' �t`` / °'\�� ''` Folts Vo Y, WATER WATER IN ' BROWN 17' F I NE SAND TEST HOLE McDONALD &EOSGIENGE I 10/23/12 1 + ,+ . Wro '0� OGX81 - _ P�`� �4, �O ` S�a 1 1 1 15 �� •qy, N 0 �F/y A t 1 tom I VST '+ It Q � �1 t 1 111 if 240 , b It 1 1 LOT GOVERAOE GALG5. / / m it I t EX15TINO HOUSE 1,8618 S.F. OR 5.31 EXISTING PATIO 3,814 S.F. OR IO.0 1 DRAINAGE 5Y5TEM GALGULATI01,15: I HOUSE ROOF 1 ' 't 1''n PROPOSED GARAGE -720 S.F. OR 2% INCLUDING NEW SGR)3=N PORGN t 2016 sq.ft.X O_I-I=343 C.U.ft. t ` 343 cu.ft./42.2=8.12 vertical ft.of W dlo.leaching pool required PROVIDE N W did.X 4'5TORM DRAIN POOL USE 5'OF(1)8'din.X 8'5TORM DRAIN POOL WITH 6ARA6E 1 f + r t PROP05ED&DIA.DRYWEMS FOR ROOF RUN-OFF ARE SHOWN THUS: t GARAGE ROOF AREA:T20 sq.ft. �` `� + o f W c, T20 sq.ft.X 0.17=123 cu.ft. 123 cu.ft./422=2A1 vertical ft_of W dla_leaching pool required PROVIDE(U W did.X 3'STORM DRAIN POOL EL!9' ►S °10'x. ® cj)-1gr 1 coy NOTE5: dao, �ater n W ■ MONUMENT S Oad2.2- ®=9 o PIPE 00 LAJ TIDAL WETLANDS BOUNDARY SHOWN THU5 A5 DELINEATED BY EN—GONSULTANT5, ING., 2-4-11 vii 0 FLOOD ZONE LINE FROM FIRM ,-unauthorized alteration° pn tea ey map bearing a licensed IanOrau-s'-'s sealsi MAP# 56103GO164H 5EPTEMBER 25, 200ci lel:tthe of section 7299. du°dilision Z. ofthe New York State Etlucation Law.- _only CoVass from the original of this s -y ®v, NE markea.., s an origins]of the and surveyor's TOPOGRAPHIC DATA REFERENCES A U5G5 stampetl:ea, =nail be considered to be.alio true BENCHMARK TIED TO DATUM NGVD'2cl `°pies EH,�F'`�® �artifipatipna inaicaceennerepn signify that this vey was prepared i accordance with the e AREA = 35,7732 50 FT OR 0.82 ACRE-5 h@'p 0 .� fisting epos of Practice for Lana surveys aadptea by the New York State Ass ociatino of profession:, Land tothe fe rCw,.. neisur-vi shall prepared• PROPERTY ZONE R 4O *Y. dna pt nib behalf to the thio company, ereDe men- tae assn[.and fettling institutiondininti listed ion. hereon, and to the a are net of the retains institution. stitifica- tivne°a a not transferable to:tltlltlon:] institutions JOHN C. EHLERS LAND SURVEY09 ', GRAPHIC SCALE I"- 50' SFO LANG SSP 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERBEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-234 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Moschitta Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1800 Broadwaters Road Anthony Moschitta Charles Thomas Nassau Pt,NY 1800 Broadwaters Rd Charles M.Thomas,Architect Nassau Pt,NY 206 Lincoln St Riverhead,NY 11901 631 7277993 cdthomas63@aol.com Compliance:5.9%Better Than Code Maximum UA:575 Your UA:541 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • ILIA Assembly Area or R-Vilue R_Valud or Door Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1949 19.0 0.0 92 Wall 1:Wood Frame, 16"o.c. 1962 15.0 0.0 131 Window 1:Wood Frame:Double Pane with Low-E 175 0.320 56 Door 1:Glass 83 0.310 26 Wall 2:Wood Frame,16"o.c. 1888 15.0 0.0 128 Window 2:Wood Frame:Double Pane with Low-E 154 0.320 49 Door 2:Glass 66 0.310 20 Ceiling 1:Flat Ceiling or Scissor Truss 1285 38.0 0.0 39 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the m atory requirements listed in the REScheck Inspection Checklist. �&Aetn_ 3 ame Title Signature ate ED �a. °2406Nj 7 Project Title: Moschitta Residence Report date:02/04/13 Data filename: C:\Users\fred\Documents\REScheck\moschitta.rck Page 1 of 4 REScheck Software Version 4.4.3 CNJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joistffruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: Moschitta Residence Report date:02/04/13 Data filename:C:\Users\fred\Documents\REScheck\moschitta.rck Page 2 of 4 Wood-burning fireplaces have gasketed doors and outdoor combustion air. 0 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Fl Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (fl Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Fi Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: C] Materials and equipment are installed in accordance with the manufacturer's installation instructions. C] Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: F1 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. F1 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Moschitta Residence Report date: 02/04/13 Data filename:C:\Users\fred\Documents\REScheck\moschitta.rck Page 3 of 4 .Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F1 Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-3 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: r-1 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Moschitta Residence Report date:02/04/13 Data filename:C:\Users\fred\Documents\REScheck\moschitta.rck Page 4 of 4 .7 2010 New York Energy Conservation construction Code Certificate frisulation Rating Ceiling/Roof 38.00 Wall 15.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): lass& �.. SHM Window 0.32 Door 0.31 NA Aotlnq&Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: i I SURVEY OF LOT 261 AMENDED MAP "A 99 O NASSAU POINT CLUB PROPERTIES SITUATE NASSAU P 0IN`T' 00 AL Q.sem TOWN OF SOUTHOLD P } - �o°�Q F SUFFOLK COUNTY, NEW YORK � 1 O I S.C. TAX No. 1000- 104-09 - 10 � o i W ' SCALE 1 "=30' 3 z / APRIL 30, 2013 2 � NOVEMBER 3, 2013 STAKE SOUTH PROPERTY LINE AUGUST 11 , 2014 FINAL SURVEY W � r AL AREA = 35,732 sq. ft. LO no 0.820 ac. ILLI �+ 0 1 z I CERTIFIED TO: Z AL ANTHONY MOSCH17TA AL G�p� \\ 5��e s °� d�O • I \ 66• q �, NOTES: <O� 1. 10' CONTOUR MINE REFERENCED TO NGVD 1929 DATUM. 2. WETLAND BOUNDARY DEMINEATER BY EN—CONSULTANTS, 02/04/2014 Sl6,o 59�� I'\92 \s � ?�-QP�`�0:.'Qy _• G .�6,0 •C,�f� . 66, AD 4 "'i,• dry. O e O O h� c Z- 6- 0: Gs 'o s 6`� oFp' oti slgT \cotiq F 4y ,.tij,x•:: r P ti % SEPTIC SYSTEM TIE MEASUREMENTS �`� Gtio\� ��Fs HOUSE HOUSE CORNER FA CORNER© "j`°' ��tip/ P � �� Ir°oG9titio� FR<�ti I '•r..., � \•� � FBF F I SEPTIC TANK COVER 17' 45' o \ •n �� °FZ11r -• G LEACHING POOL ���P i ��G� • \ \� °P �' ' ca N COVER 1 25' 57.5 \\\` s� \ oo`y�y/� / °�F T LEACHING POOL �G'� Ao�o \ 2 '1oo � m - COVER 2 29' 48' GP�QG o o���ti° \\ ° a°a . �� \ -n a 'D � n ss R �o °2 CCn \may CA C .1., ° ! '« _ A,zo Cr o O p -n PREPARED IN ACCORDANCE WITH THE MINIMUM ru .* tY I.,� E� = STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I A L.S. AND APPROVED AND ADOPTED '7�"� f0 X T1�RESASSOCIATEONY THE NEW YORK STATE LAND e 0 un OF c�R��' /Pt� N 'tAF����'• n5 n < � f I �6 00 PORE °a e oNc g�ocK ° 4 N S. Lic. No. 50467 c�ON 6G R9 PPRON a°.a o UNAUTHORIZED ALTERATION OR ADDISON S TO THIS SURVEY IS A VIOLATION OF SECT ON 5�P��R a ° EDUCATIONIS.09 THE NEW YORK STATE Nathan Taft C r w i COPIES OF THIS SURVEY MAP NOT BEARING O n 'I Q Py�9 THE LAND SURVEYOR'S INKED SEAL Land Surveyor ° o EMBOSSED SEAL SHALL NOT BE CONSIDERED iy V TO BE A VALID TRUE COPY. ° y - - - CERTIFICATIONS INDICATED HEREON SHALL RUN i ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEMALIR TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S.LENDING INSTITUTION LISTED HEREON, AND p g 9 p� TO THE ASSIGNEES 'OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHON,6 (631)727-2090 Fax (631)727-1727 r. co �L, ?O1f THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS ^'¢ C,Q� AND/OR ' �1E r„ / EASEMENTS OF RECORD, IF 1586 Main Road P.O. 'Box 16 ;�.•`�, ??y ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 ' \_� 33-0058 , ..x.', , . . • .. ,. K , r, cit=�tc.� OCCUPANCY OR ,� �� �� a� cn J Z �°s-<- - USE IS UNLAWFULItr 1. cv LL WITHOUT CERTIF!CATE I _- r ,���1�•� � p� o n • F �UPANCY I _ .. LL�Lj ® REVISIONS pESCRIPT (fON (� 1-28-12 I 12 5-14-12 , 12 7 ASPHALT SHINGLE ROOFING --------- OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING - 2"X10" ROOF RAFTERS 0 16" O.C. � 8'-0" PLATE HEIGHT T.O. WINDOW l _L i �• S __ - F tl ' { L - - O I 3046 3046 1 3046 3046 _ °0 J EGRESS EGRESS EGRESS EGRESS COMPLY WITH ALL CODES OF CEDAR PEREFC110N SHINGI E NEW YORK STATE & TOWN CODES — -- — — -- -�- — — — _ AS REQUIRED AND CONDITIONS OF i I I - TO. SECOND F `OOR CEDAR PERFECTION SHINGLES _ OUTHOLD TOWN Z?A _ - -- - - __. — _ — - - T - - - --_ - - ' - - - - - _ _ _ — _ - - — — — — - _ _ __ _ _ - - SOUTHOLD TOWN PLANNING BOARD 8'_2" PLATE HEIGHT / 9,9 y SOUTHOLDTOVdN '. � — -- -- - - - - - , — � — _._ - - - - - - - - - - - - ---- - - - - - - - - - - - 3--- TRUSTEES y - - --- r.o, wlNoow Z .wed N.Y.S.DEC PLUMBING p � ALL PLUMBING WASTE R I. LINES NEED&WATER L N TING BEFORE COVERING TES � 3046 3046 I a 3046 CEDAR PERFECTION SHINGLES EGRess EGRESS EGRESS EGRESS CEDAR PERFECTION SHINGLES RETAIN STORM WATER NOFF I PURSUANT TO CHAPTE 36 ® ODE. � T.O. FIRST FLOOR O O O C7 O O O O O O O T.O. FIRST FLO R 0 OF THE TOWN C 0 f y o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o GRADE O W Q E LEFT SIDE ELEVATION rE FRONT ELEVATION f vi T APPROVED AS NOTED v / SCALE: 1/4" 1 -0 - ; a �'�/ cn 4 SCALE: 1/4" = 1'�-0" lam. - Q DATE: 11I 1� B.P.# <C FEE: BY: BY: z NOTIFY BUILDING DEPARTMENT AT Q 765-1802 8 AMI TO 4 PM FOR THE Q FOLLOWING INSPECTIONS: C) -- i 1. FOUNDATION - TWO REQUIRED ;. FOR POURED CONCRETE 0 ®® C� 2. ROUGH - FRAMING & PLUMBING n n- 3. 3. INSULATION 4. FINAL - CONSTRUCTION MUST 0 -� 1 1 BE COMPLETE FOR C.O. _ ALL CONSTRUCTION SHALL MEET THE # REQUIREMENTS OF THE CODES OF NEW vi I YORK STATE. NOT RESPONSIBLE FOR n-- DESIGN DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT'BEFORE r CERTIFICATE OF OCCUPANCY 12 ELECTRICAL �� 12 SOLDER USED 1N WATER 9 ASPHALT SHINGLE ROOFING 7 [,%'r 7+-� SUPPLY SYSTEM CANNOT l � �Tl` � �� � OVER 15# ROOF FELT ON 1/2" CDX �PLYWOOD SHEATHING, FrTl I 2"x1o" ROOF RAFTERS * 16" O.C. EXCEED 2/10 OF 1/o LEAD. 6 �821� 8'_0" PLATE HEIGHT -- T.O. WINDOW I 1 CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES ! l I i CEDAR PERFECTION SHINGLES r - i I Charles M . Th%omas T.O. SECOND FLOOR a r c h i t e c t 8'-2" PLATE HEIGHT PQ BOX 877 JAMESPORT, NY 11941 (631) 727-7993 ! CEDAR PERFECTION SHINGLES T,o. wlNDaw PROJECT , I 1 I I MOSCHITTA I I I ! NASSAU PT., NEW YORK Li I � '� I I I , T.O.LJ -i-Lil FIRST FLO R ELEVATIONS I E RIGHT SIDE E L E V A T I O N ( ,E R E A R E L E V A T I O N DATE' 1/15/13 PROJECT No. DRAWING BY, D.M.T. II I SCALE: 1/4" 1'-0" SCALE: 1/4" = i'—O" L / CHK BY. I DWG No. L 1 OF 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR'USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT TH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. .'PC) 01 ARCH ITEGT i REVISIONS DESCRIPT ION 1 1 4 1-28-12 4 5'-7j„ 6 -0 s'-10 s'-1o „ 6'-0" 6'-4 „ 5-14-12 IV-3"„ 18,_6 I 12'-�12)_01) � I v V- 8-2 I I FWG 068 28 2 �FWG12 68-4 28 2 FWG 068 EGRESS + EGR SS 36" HIGH RAIL - F 2-2"x12" HDR 3-16" M,L. HDR 2-2"x12" HDR PER NYS CODE = N E yy I _ BALCON CONSTRUCTION �o B �a �r 0 N Y I SINGLE P Y RUBBER ROOFING aQ q p O to x OVER 45# ROOF ELT ON 3/4" COX PLYWOOD to r a ' R I ^j SHEATHING. 2"X1 Y FROM RESIDENCE a n _ two 7" X 14" PARA LA FLUSH I ' ROOF RAFTERS @l6"O.G, yz I tn, 2846 2846 PITCH o - - - - - - - - - - - - - 4 0 r 2-2" 12" HDR i� ] N N to 0 p� r 2-2"x12" HDR 2-2"x12" HDR • FWG6068 1 2442 2442 — " L — — — °' 5" X 1 " P RA LAM FLUSH 5" X 14" PARA LAM FLUS-11 X I — — — — — — — 14 TJI jo1sTs 350 SERIES EXISTING la ® 16" OC �) EXISTING 72-2"x12" HDR �j o LtJ J , r 'r _ 11'_3" 17'- 10" / 1 e" / Z W + i D I N I N G m L I V 1 N G , 0 Icv TUB KE V) x T;� 0 0 _ M ®'-DETOECiOR Q R 0 0 M I M A S T E R o w I N to� N E w + '-""' w N I 14" TJI JolsTs 350 SERIES aL w 00 \ \ B E .D RI 0 M W / �� IX o SITTING N w N 15,-z" 0 16" Oc. M A SE T R� = 14 TA .r01sTs 350 SERIES 3 co Lu J M Q'" ETOE TOR o r „ it = oO / � o 0 16" OC, X co In N 0 o I- 1 -0" N 20--g" = �W I ao , I V) Z B A 'H TIr o , MV Xr a 3 L In 04 2"X10" CLG. JOIST ( /11>10" CLG, JOIST 125 03 M EXHAUST + °'7i' N n0 F TO EXTERIOR �"/ I r � 11-3 @ 16" OC. R- 8 INSUL. , 16" OC. R--38 INSU . v / I - I o a J - T2-4- I-vi W 14X48 STL BEAM FLU H W 14X48 STL BEAM FLUSH i _ — — — E sH WER 14" TJI ,1oIsTS 350 SERIES 14" TJI JOISTS 350 SERIES u { ® 16" OG. I 0 16" OC.NEW 'I _ " I! CLOSE I 5-6" ; NEW C` I "d tt1 V)i — — — — — — — N N v, o o n-(3) 14 ML FLUSH_ z ITCHEN �f � �I(— �� NW � o2 X10 CL JOIST 6 1 I k W I16' OG. R-38, INSUL, I 5 10 m to I I� 12 0" cv I a I ro0 V)i 9-3" O 8'-7" ' I I M a I OPEN OF I,.. EMOVE in . Z 1 N { M d TO ABOVE rXlSTY, �I .� O LLQ H-3 \ - - - - � I N� III SIAN () rur-i0 MI CHIM Y I Z /� SMOKE z o — -it -- 4 x I I I �' ^ I r -a I— O -DETECTOR W W u I 3' 8„ I -I 2-2"x12" HDR ' N CARBON s U ( M 3 I( I I _ - vi c ©+—MONOXIDE =U N `/ o -I EGRESS 3,_41,. Vj �- to 0 '� DETECTOR c? ���JJ cfl I 2 i ( 1 w =cFl =Z I 12'-0" I 4'-0" p c) LINE OF WALLS TO B 11 or w cv o1 III REMOVED o �I I 0 D R ADDITION Cf °� I �; =O I 3.-4„ <t w HOWE = I I co LON N I I I 2"X10" CLG. JOIST N dN N a 3' 4" Q M @ 15" OC. R-38 INSUL, 4 N c°0,I LINE OF R00 �EF ?gb,l DN, w U N OVERHANG A�OVE — W Q _ I I c� II � ca I �L5 : i = `1 I 1 ® _ i I I o a f I 13'-8" 1, 4'-6" o "? o�'E O 1 I I 0 � I I � c0 � tD l; � � I� O I I N N Ll 1 sHowER I ( F— T1-1� O Q - --- — __- . I I 111141 � � o 1 4 0 o N E W W 4 o I I _. ATH z v I.i I I ►� E w �I T_ (,`�I _I 1 N 125 FAI TO EXTERIOR I �Sd¢ I� r I _ '.p NEW 0,�- o o NEW 11 I 1 I 11 „ I ( 1 r I LAUN Y 12 ROOM Aus I I ATH I 3--10 { 5'--41' ? ROOMSMOKS f N TO EXTERIt 125 CFM EXHAUS 01 1 I I I I I v d' 2 0 3�d' - - J I T=6„DETEcroR 5- ” t I 4'-6" AN TO EXTERIOR N 9,17 ;� I I I I I , ��4' I EGR SS SMOKE 2-2"x12" HDR 6 REMOVE a Q'°'-DETECTOR , , / I I EXISTING WINDOW CARBON LINE OF WALLS TO BE 1 I I 1 ©+--MONOXIDE REMOVED N N I '� N DETECTOR I � 1°w 1-2 '// � U V 11 \\ NEW \ NEW I ,_0„ D R 0 0 I � B E D R 0 M � I zz H o I ~ I N 3N II o � 3 _ It �� oLO - 4 11 o QM REWORKED T I o � � o � ! REWORKED M � ao M THEDRAL + ,1 CATHEDR `; B E D R O O M M° '�I U B E D 'R 0 0 M W1'2 2 v0i1D N E Wto 0 SM E SMOKE IN I ' o ® r 4 Q Q / O'"-DEci T CTOR 0 Q Q -DETECTCR 1 I M r Or--DETECTOR I F 0 Y E R 4'/�"-DETECTOR P 3 0 11 X2 1 o alei \ I o C4 c06 m N 1 0 i i p I.I \ 1 1 13'-3"' o �20� 9°_ „ j I ( I i� o�w / 131-4” 210 13'-4" \ i t 1 2-2"x12" HDR 2-2"x12" HAR Z-2"x12" HDR 2-2"x12" HDR ^j 2-2"x12" H R 2-2"x12" HDR �L�_ __ - _2"x12" HDR Charles M . Thomas 3046 3046 3046 3046 3C46 3 3C46 3 046 EGRESS EGRESS I EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS a r c h i t e c t - 2x8" RR J5T. 'x8" RR J , PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 30'-0" Ir 16' O.C. '® 16" O.0 i PROPOSED SECOND FLOOR LIVING - 1285 SIF 1 — PROJECT 1 4 4 3'-10" 7'-118" 9'-0 1. 4" I 9'-04" 7'-118" 3'-10" M OSCH I TTA NASSAU PT., NEW YORK EXISTING FIRST FLOOR LIVING - 1613 SF 1 PROPOSED FIRST FLOOR ADDITIONS - 336 SF 4 �• I EXISTING FIRST FLOOR WALLS TO BE REMOVED TO 2 X4 0R16"E OC (9'1-0 FIRST PLATEOHT.)WALLS TO BE NEW PLANS I • , , I SECOND FLOOR PLAN FIRST FLOOR PLAN i DAA; 1/15/13 PROJECT No. SCALE: 1/4" = 1'-0" SCALE: 1/4)$ = 1'-0" DRAWING 6Y, C.M.T. , CHK BY. DWG No, A - oo = oo 2OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF TINE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. c. , ' P • ,(. .� • �-�� ARCHITECT EXISTING 1 REVISIONS DESCRIPT ION ' I 4 1-28-12 I - - - - - - - - - - - - - - - - - - - - — 5-14-12 E X I S T I N G 1 I I I CRAWL SPACE ;I I - - - - - - - - - I - - - - ------ -- - I I p - —� 2.-0., Ln w k z E X I S T I N G I — k X CRAWL SPACE LJ I I I ANCHOR AND BOND TO EXISTING C0 I I o WITH #5 REBARS @12 O,C, VERTICAL SMOKE I TYPICAL AT ALL NEW FOUNDATION WALLS 4'-2" 4'-5" ®`—DETECTOR I 4 it — � � —• — � � � � � � _ _ — ___. — __._ �I 8" POURE CONCR Tr FOUNDATION - 2'-4" I 8' I $'-9" I I ^ 0 I I CONCRETE F001ING6" POURED I I I I I I II I 4" POURED CONCRETE SLAB OVER 6 MIL. I 117/8' TJI JOISTS 350 SERIES I a POLYE'THLENE VAPOR BARRIER ON WELL I II 1I I I \1 o 1 I COMPACTED POROUS FILL I I �.!pF616" OC. R-19 INSULATION EXISTING FLOOR JSTS 00o- 3-1 M4' I a GRDrR -� REMOVE I I I I FL-SH INTO F�gOR JST I EXISTING r I 1 CHIMNEY — — — 117/8 Til JOISTS 35 SERIES 4 - - — — — L~ U P I ® 16" OC, R-19 INSULATION ( 1 �QI J V 1 /"1/ W J L1- 00 I I Q pa I I ADDITION I _ z t m�� 1 "'�' I o z I I 3mo 00 `�1 I r , �I-� I SHOWER AAD I I L, z O W I I I w J W a Q- I a l I s -r — I 4" POURED CONCRETE SLAB OVER 6 MIL. N z Z Ru ch o E X I S T I N G l � POL ETHLENE VAPOR BARRIER ON WELL I I I Q 1 CELLAR I I COMPACTED POROUS FILL w e o g I L T I�I -� I I I f-- I I I U a_° I ! ' I I i I I I I I "_ 1. 11 I I �_ LI�_L L = _I1 4 ° rvLL On- '2v 4- � 3/4_"-X 11 7/8"- I ��AIMC WALL I FLUSH INTO IF FLOOR RDER JSTS I (TT Mw"v W o EXISTING BILCO TO REMAIN Q 8" POURED CONCR TE FO D TIION r. ._6.. ..) �� �-�„�� S 117 �jrl� en1 1.1J/�� r n O I WALL ON A 8" X 1 " POUf D I C k tom f v JSj O I I CONCRETE FOOTING I I HWH � � ®��, �g�^,�P� I ( ■ 2'-4,. I I - - - - - - - - I L i Wen ._ t ►_ O _j- I B O I LER r -II - -}— - - CL Q I I PRO IDE /8" TYPE "X' GYP. BD. I ON EILIN 33 ABOVE FUR qACE FOR nn I I \P RN.Y.SN CO ESIDES AT LA - O ALL AS L� I94AS/ Av-c-ELLT I � EXISTING I I 4'-5" 4'-2" CRAWL SPACE I P I - 0 - - - - -- - - - - - - - _ I I0 I EXISTING z w CRAWL SPACE w I N I 2"x10" ACQ JST. a �► 16" O,C. r -- I k 3-2"X10" ACQ GIRDIR I F Charles M . Thomas 15'-41" 10 W-378„ 15'-41„ - - i2"O SONO TUBE CIN - a r c h i t e c t 361 BELOW GRADE FOOTINGS MIN 36* BE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 1 MIN " (MUST BE VIRGIN SOIL) PROJECT MOSCHITTA I F 0 U N DATION FLOOR PLAN NASSAU PT., NEW YORK SCALE: 1/4" = 1'-0" FOUNDATION PLAN DATE: 1/15/13 PROJECT No. DRAWING BY. C.M.T. i CHK BY. DWG No. I l � W-KO-0 3O 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. p e, \/ /v �.� j �'/c � -� �,•��Q°�;`� ARCHITECT REVISIONS DESCRIP T ION 1-28-12 TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING 5-14-12 TYPICAL ROOF CONSTRUCTION 2" X 12" RIDGE BEAM OVER " IX 0 1 ROOF " ROOFRAFTERS * 11FELT ON 5* O.C. PLYWOOD SHEATHING. q� ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. " ' 2"X10" ROOF RAFTERS ® 16" O.C. 12 n 12 7-I--D TYPICAL CEILING CONSTRUCTION TYPICAL CEILING CONSTRUCTION 9 2" X 10" CEILING JOISTS 0 16" 0.0, 2" X 10" CEILING JOISTS 0 16" O.C. A T T I C W/ R-38 BATT. INSULATION W/ R-38 BATT. INSULATION C IT 8'-0" PLATE HEIGHT 5/8"GYP. BD, FINISH TYPICAL WALL CONSTRUCTION T. S. 3COAT JOB (T1P) T.O. WINDOWS_ CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X4" WD. STUDS @ 16" O.C. MI A S T E R TYPICAL WALL CO STRUCTION R-15 INSULATION B E D R O O M BATH CEDAR PERFECTION SHINGLES K HOUSE WRAP 1/2" CD X CLOSET PLYWOOD SHEATHING ON 2"X4" , STUDS 0 16" O.C. TYPICAL FLOOR CONSTRUCTION o o R-15 INSULATION I 14 TJI FLOOR JOISTS 0 16"O.C. - o W/3/4" PLYWOOD SUBFLOOR f T.O. SECOND FLOOR Lid NEW 14" TJI CLG, JOIST NEW 14" TJI CLG. JOIST 9'-1.5"+- PLATE HEIGHT 2f'X8 f RR — — — — — — — — _ _ _ _ - - - - - I _ EXISTING CLG. JOIST TO BE REMOVED— EXISTING CLO. J015 0 � r — — — � � -- � � -- ^ _ � _ = _ T ` - - ^ — _ REMAIN - - - - - — — — _ _ _ — — 3-2"X10" ACQ GIRDER EXISTING CLG. JOIST T,O. WINDOWS li HAL AY ® ® F R F O Y E 3 CDL�AY ON. a 0 o N E STAIR KITCHEN \ � �_ D I N I N G i Ln 00 n- 0 o X O w O °' z W c 00 c 0, D c DISH ', WASHER o Lil 1 T.O. FIRST FLOOR Z 2"X1EXISTING FLOOR JOIST TO R AIN EXISTING FLOOR JOIST TO REMAIN EXISTING FLOOR JOIST TO REMAIN ' 0" ACQ JST. '— 3-2'X10' ACO GIRDER R A D E EXISTING � EXISTING CRAWL SPACE — CRAWL SPACE 12"D SONOTUBE FOOTING Q i — _ SEE SHINGLE SWEE DETAIL V) MIN. 36" BELOW GRADE F E X I S T I N G Q V-) (MUST BE VIRGIN SOIL) M — TYPICAL THROUGHOUT CELLAR XISTING Q P URED CONCRETE W 0 EXISTING FO NDATION WALL CD O POURED CONCRETE ' FOUNDATION WALL n® LL ■® C/-) O c W ary vo CD C R 0 S S S E C T 1 0 N 1 n-- SCALE: SCALE: 1/4" = 1'-0" I n 4" VENT 4" VENT 4" VENT THRU�ROOF T HRU)ROOF T HRUROOF TYP. (TYP.) �1L JL 4 CEDAR SHINGLES I I 1 5 4x4 BLOCK FLOW i0mm 1/2SHEATHPLYW�NG SOLID CROVMI I I " I " Ii I 1"xi 0" BOARD �— V q-2 1-1/V S.P-1-1/2V 1-1/2"V--6 C E L L A R I' LAV i IWC1-1/2"V IWC I i LAV i LAV F H ATI wAU. G R A D E � o Charles M . Thomas I SHI WER SHOWER I TUB - �' SECOND FLOOR a r C h I t e C t 3" 2" 3" 2" 2" 1-1/2" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I 2" " PROJECT - I T�` '-�----� _ MOSCHITTA -2"v -�-- 2"v - NASSAU PT., NEW YORK 1-1/2"V �, I �' 1-1/2"V 1-1/2"V LAV, i W� i LAV i w.C. KITCHEN SINK i SWEEP SHINGLE DETAIL I SHIWER ' ` SCALE: N.T.S. SECTIONS & DETAILS FIRST FLOOR " CONNECT TO APPROVED CO F.A.I. & SANITARY SYSTEM DATE: 1/15/13 PROJECT No DRAWING BY. C.M.T_. CHK BY. DWG No. PLUMBING RISER DIAGRAM - oo FO 01 40F6 SCALE N . T. S Q THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 19 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. d' ne ctj .os , AF=10H ITECT i REVISIONS D E S C R I PT ION a 1-28-12 i C0 5-14-12 M � AM R N x I- - - - a `� 8-14-12 I N O P L - - - 2 CAR GARAGE x �R z L�--- 1HR. RATED N 0 04 5 /8" TYPE X SHEETROCK I-- WALLS & CEILING 3-14" M , HDR FL6SI - - - °-- - - 4"P.C. SLAB , r U u O a ,n — - - - - - - - - -4Lj N - - - 12 ML- - - - -a LO u� m ;2 —o� — � — w RIDGE /fi� __._ ..-_._.-.. c - - - - - - i ASPHALT ROOF SHINGLES 6"P w / I00 0 \ N ® °' OVER 15# ROOF FELT ON 1/2" CD X PLYWOOD 00 o (3 \ SHEATHING. 2" X 8" ROOF RAFTERS @ 16" O.C. I Ln N _ \ x N LLJ N N CNIQ \ - . ... 23,L0,, \ ciao 2"X " CT 0 32" OC. 2"XS" rr I 2"X8" rr V ® 16" OC, I © 16" OC. CEDAR SIDING TYVEK HOUSE WRAP 1/2" 10, CDX PLYWOOD SHEATHING ON 2"X6" WD. ( Q, 00 STUDS @ 16" D.C. p 2-12 M.L. HDR _ 3-2"x12" HDR. I 3-2"x12" HDR. 9'-0"x8'-0" O.H. DO 9'-0"x8'- .1 '-0"x8'- '" O.H. DOOR 4'_721„ 4-72„ t 6'-6" 11'-0" 6'-6" �r W 24'-0" W Z 33'-3" ■�■ (749 SF) i_I_ A It C� 1 � CJD E REAR ELEVATI ON FI RST FLOOR PLAN .� z SCALE: 1/4" = 1'-0" Q 2 SCALE: 1/4" = 1'-0" b Q f ' `nnom ■ C/D • LJ._ W I ® mc } ry I I_Iio _ Q O II m I Ii i I ASPHALT ROOF SHINGLES OVER 15# ROOF FELT ON 1/2- CD X PLYWOOD 12 l SHEATHING, 2" X 8" ROOF RAFTERS 0 16" O.C, 7,7,5P' l I I I'I 2442 2442 1842 2852 1$42 1 FE777 CEDAR SIDING TYVEK HOUSE WRAP 1/2" 0 o i CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" 0.C, T.O. _- WI WINDOW -- - Charles M . Thomas I " a r c h i t e c t 0130 S aO PO BOX 871 JAf�ESPORT, NY 11947 (631) 727-7993 I�uJ Oj Oj rim "446 2446 I I 00 I ifl D PROJECT i MOSCHITTA NASSAU PT., NEW YORK RADS . GRADE 9080 O.H. DOOR 9080 O.H. DOOR i SECTIONS & DETAILS E L E F T S I D E E L E V A T I O N E R I G H T S I D E E L E V A T I O N � FRONT ELEVATION 1 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" DATE: 1/15/13 PROJECT No. n DRAWING BY, C.M.T. CHK BY. DWG No. 5OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, I r, APs .� AN C' L'L Y � ml V.0.1 If� I i AI1CH ITECT REVISIONS D E S C R I P T 1 0 N 33'-3" 1-28-12 5-14-12 - - - - - - - - - - - - - - - - - - - - - - - - - - _ — - - - - 8-14-12 co f 1 ( I I I 8" POURED CONCRETE • FOUNDATION WALL ON 8"X16" f I POURED CONCRETE FOOTING I f I N E W G A R A G E A f 4" POURED CONCRETE SLAB OVER 6 MIL, POLYETHLENE 4Mf I VAPOR BARRIER ON WELL co f I ^ COMPACTED POROUS FILL 0- 0 0 I I N oo , I I Do N I I m Q Z I 31 -11 � f V) o I 1 9'-3" .- 22'-$" I I ( DROP FOUNDATION WALL I , TO MEET SLAB I CONTINUOUS FOOTING I I li — — — — — — — DROP FOUNDATION WALL TO MEET SLAB CONTINUOUS FOOTING 1 " 3'-0 3'-3" 3'-0" 1 -10 " g,-3„ 1,-9„ 9,-3" V-102 12"0 SONO TUBE ON { 24"x24"x12" FOOTINGS IJ j MIN 36" BELOW GRADE 9-3 24-0 i Q C� (MUST BE VIRGIN SOIL) 33"-3)1 F 0 U N D A T 1 0 N P 'L; A N Q I SCALE: 1/4" = 1'-0" z W Q , 0 1 i r) f o 1-w- Q_ < m I I 2" X 12" RIDGE BEAM I I TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES OVER 15## ROOF FELT ON 1/2" CD X PLYWOOD I` SHEATHING, 2" X 8" ROOF RAFTERS Com? 16" O.C. 2"x6" COLLAR TIES 0 32" OC, UUFI N1 SHED A T T I C I J ' a TYPICAL FLOOR CONSTRUCTION o "' Z 14" TJI JOISTS © 16" OC, N EY 3/4" PLYWOOD SUBFLOOR Charles M. Thomas a r c h i t e c t U. WINDOW I PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 i . RE �� TYPICAL WALL CONSTRUCTION PROJEcr ..a o o, CEDAR SIDING TYVEK HOUSE WRAP 1/2" ro 00 CDX PLYWOOD SHEATHING ON 2"X6" WD, MOSCHITTA STUDS 16" O.C. NASSAU PT., NEW YORK 4" POURED CONCRETE SLAB GRADE SECTIONS & DETAILS 8" POURED CONCRETE FOUNDATION S E C T 1 0 N WALL ON A 8" X 16" POURED CONCRETE FOOTING SCALE: 1/4" _ V-0" DATE: 1/15/13 PROJECT No. DRAWING BY, C.M.T. CHK BY. DWG No. �- 00 -FO 0 6OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA70N BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. < TABLE R 301.7 CORNER AND PARTITION POSTS TOP l�PLATE FRAMING TO ACC OMADATE ALLOWABLE DEA FC11ON OF STRUCRURAL MEMBERS PIPING R602.7.2 STUCTURAL MEMBER ALLOWABLE o RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED t6 __,F�ff TOP PLATES RAFTERS W/GREATER L/180 oo STUD INTERIOR WALLS AND H/180 ROOF TRUSS SLOPES THAN � W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP' PLATE- GYPSM BOARD INST016%TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" 0,C. ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS AND PLASTERED L/360 --STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- 0 BORED HOLE MAX DIAMETER 60% ALL OTHER STRUCTURAL L/24 z MEMEBERS 0 NOTCHING PROVISIONS OF STUDDEPTH OF STUD DEPTH BOTTOM PLATE ' NOTCHING PROVISIONS EXT, WALLS W/ PLASTER OR H/360 SEE DRILLING AND 0 WFCM SECTION 3.4.1.1.1 L DIAMETER 40% SEE DRILLING AND WFCM SECTION 3.3.1.1.1 WOOD STRUCTURAL PANE STUCCO FINISHE 1/3 SPA 1 3 SPA 1 5/8" MIN. TO EDGE T NSTALLED IN ACCORDANCE EXT, WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE NAIL AT ED " O C. WITH WFOM TABLE 3,1 WITH BRITTLE(b) FINISHES�A LLPANL EDS) 8d NAIL AT 12" O.C. ON ALL EXT, WALLS-WIND LOADS L/240 T' 5/8" MIN, TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOT MUST NOT EXCEED FOR BLOCKING \-BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 257?�F VUD DEPTH Tj (A TOP PLATE BAND JOIST AND BRIDGING 3.3 ROTATION IN ACCORDANCE (a) CORNER DETAIL 00, a, The wind load shall be permitted to be taken as 0.7 times the C) Li OR BLOCKING SEE WFCM SECTION WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hie purpose of the determining BORED HOLES SHALL NOT IF HOLE IS BETWEEN 40% AND '60% �d NAIL AT 6" O.C. deflection limits herein. BE LOCATED IN THE SAME lo BEARING AND 3.3.1,4 BRIDGING �ALL PANEL EDGES) ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever mernebers, L shall be taken as twice the ienght CROSS SECTION OF CUT OF STUD DEPTH, THEN STUD MUST BE BE LOCATED IN THE SAME of the cantilever. DOUBLE AND NO MORE THAN TWO WALL CROSS SECTION OF CUTE 5 M I N. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroorn additions or patio covers, not supporting edge of AND SO BORED cn gloss or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. /-CUT INTO STUD - exceed L/60. For sandwich panels used in roofs or walls of 0 BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING sunroorn additions or patio covers, the total load deflection shall 0 WOOD STRUCTURAL PANEL 5; OR BLOCKING INSTALLED IN ACCORDANCE not exceed L/120 16d NAIL AT 24 O.C. WFCM 2001 SBC HIGH WIND EDITION TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION WITH WFCM TABLE 3.1 SILL PLATE JOIST WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.3.1 . 1 FIGURE 3.313 SECTION 3,421 . 1 FIGURE 3.3 A FRAMINIG AT 6O.CANPANEL COVERING DEAD LOADCRAWL SPACE SUBFLOOR MEMB,�RS NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC FRAMINGNMEMBERSCNOTIATLL es DEAD LOAD DEAD LOAD FOUNDATION SLAB-ON-GRADE FOR INTERIOR NONBEARING WALLS FOR EXTERIOR , WALLS AND BEARING WALLS (b) INSIDE CORNER DETAIL PANEL EDGES 15 psf or less 25 psf FOUNDATION WALL SUPPORTING NOTCHING AND BO- RED 'HOLE LIMITATIONS ROOF ONLY 1.0 1.2 PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING 0 --h EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 20 CONTINUOUS FOR SI: 1 POUND PER SQUARE FOOT 0.49 kN/M(2) i * � Uj 0" BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C, TYPICALWALL, FLOOR & ROOF FRAMING NON—BEARING WALLS: R602.6 (1) a. LINEAR INTERPOLATION SHALL BE PERMITTED WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 5�d /-JOISTS _\ I 2-10d NAILS V) Uj IN FRAMING E TOP PLATE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS ROOF DOUBLE W FASTENER SPACING SEESTUDTO RAFTER SECTION A-A JOR STUD TO STUD DETAIL GABLE END TRUSS 2 FEET 4 FEET 6 FEET T P CAL 0 FASTENER BLOCKING < PANEL SPAN \< PANEL SPAN \< PANEL SPAN <\ PANEL SPAN ENDWALL UFAnFR �ONNECTORS ry TYPE \< 2 FEET < 4 FEET (,o 6 FEET 8 FEET 1/2' SPACING A A R QUIRED ALLOWS D-8d n HOLDDOWN NAILS 2 1/2# #6 16 12 9 INSTALLATION 0 WOOD SCREWS HEADER STUDS ---FULL LENGTH 5d COOLER NAILS AT 10" O.C. • DOUBLE A A WA STUDS 2 1&" t8 16" 12 STUDA�IN.) 0 16 NOTE: 2%4" BLOCK NAILED TO EACH WOOD SCREWS AT H WARE 0 CORNER STUD CONNECTED TO BLOCKING 0 UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT, HOLDDOWN 0 TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (PHD5) �_N'.' UPL I AT BOTTOM OF HEADER STUDS IN r) W ID, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 0 0 NOTE: SIMILAR CO\NECIOR ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 1 0 0 CONNECTION AT R-lUIR13 WALL STUDS AND AT TOP AND - z n c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS, FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP Lij d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY STUCCO, THEY SHALL BE 0 11�2-16d COMMON r) ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL 0 0 NAILS AT 60 O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Uj Uj END WALL WITHDRAWAL CAPACITY OF 490 POUNDS. < W e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) SUBFLOOR (WFCM FIGURE 3. 7 b) CONNECTIONS FOR OPENINGS 8d NAIL AT 4" O.C. ENDWALL STUDS (y EXTERIOR WALL STRAPPING SCHEDULE FACE OF FOOTING CEILING BRACING GABLE ENDWALL AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDONNS NOTES NAILS Lj_j RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER 12" MAX. BAND JOIST WFCM FIGURE 3, 7c RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NA 8-8d BASED ON 2-8d TO PLATES 8-8d TO STUD CONNECTION SH AR WALL REQUIREMENTS 4 L FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD WPROVIDE RAFTER TO CONNECTION TOP PLATE < (D STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD '10 NO CEILING J CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP 4-8d TO PLATE DIAPHRAGM USE 8-8d COMMO NAILS 0 H/2 BUT NEED OT H�j BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT 4N-EACH END OF 1 /4 0 NOTES: 0 0 EXC ED 15 FT. AX. E CEED 40 FT, MAY. STRAPPED TO TOP ALL STRAPPING INDICATED MEETS OR EXCEEDS THE. REQUIREMENTS IN THE S13CCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 0 0 1 32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP , -99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALi.S AND 0 W GAB WAIR� BELOW PLATE OF WALL BELOW CONSTRUCTION, SSTD 10 THING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN 0 CORNER STUD ED N Yye N E z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING (PHD5) 0 0 CONNECTED TO BAS R OU M EN TS 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. 0 0 0 TRANSFER SHEAR 0 1_, GABLE ENDWALL, BA FRAMING INSTALL THROUGH FIRST FLOOR SHOE. 0 0 FOUNDATION CLEARANCE FROM SLOPESFLOOR TO FL00 DOUBLE STIDJIWI PREFERRED METHOD < hi AT H D 2RE CONNECTION Ca RAFTER �_ 8d NAIL AT 12" O.C. ON HOLD DOWN - i ALL FRAMING MEMBERS __j ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS 9 NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD LU 20 GA. STRAP— (FLOOR TO FLOOR FLOOR TO FOUNDATION; WFCM FIGURE • 16d NAIL AT RIDGE BEAM U) 4-J 4 ' WIDE MIN, .3.7o & 4.7b) PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ W/(8) 8d NAILS -1l TABLE R301 . 5 NOTES o 0 EACH SIDE FOR SI: I POUND PER SF= 0.0479 kN/M(2), I POUND = 4.45N. E SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. b, APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN 0 O.C. (ALL PANEL A 13 L E R ,301 . 5 SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND T , EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO NAILING SCHEDULE (TABLE 3,1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 -WCFM HIGH WIND EDITdON) FEET WIDE, OR CREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD REQUIREMENTS. a_ GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE C) 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND JC co OpU SIMPSON' STRONG; TIE HDU 6" O.C.0,C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 U) impson Strong— Tie SIZE PER MOST RECENT PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. &1 ()iALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS 40 A,35— Chimney Framing 1 � t TABLE R301 . 2. 2. 2. 1 e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 PANEL INSTALLED IIN f. GUARD IN - !FILL COMPONENTS (ALL THOSE EXCEPT THE (',3 ROOF RAFTER RIDGE DETAIL DEAD LOADS HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED X ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 I \I NAIL AT M NAILING SCHEDULE POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED SCALE: N.T.S. I '(TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING LOAD REQUIREMENT. DEAD LOAD DEAD LOAD HIGH WIND EDITIOI`�)l g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 C) FOR STORAGE PER FOOTNOTE b, SEE SECTION 8802.4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10,6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE ANP CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1.0 1.2 WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE AT PANEL EDGES AND (6) .INSIDE.CORNER 0 PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT I CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER SHEET Na. AT PANEL EDGESI BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE Simpson Strong — Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS HDU MET: -I 1. AREA ACCESSIBLE BY A ST EXTERIOR CORNER FRAMING ORTHE FRAMEDATTIC OPENING13 IN ACCORDANCE WITHPULL sECTIONDOWN 307,1:AND AIRWAY (�2 CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I TABLE 3.2 B WFCM 2001 HIGH WIND EDITION The design of this structure is based upon prescriptive approach using the 3• WFCM HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) tura SBC published se The American �� i"S, ( TA B LE � Forest and Paper Association, Nan- Structural lements are based upon the New GENERAL N a T E S; V � �?"-1�a � i^� ONNECTIONS I York State 'RESIDENTIAL CODE January 2010. t F. 1 �� NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geo ra hical Desi n Criteria, see Table R301.2 1 on munici al local zonin and buildin codes and ordinances ' `} o► Li i RESISTING SUPPORTING Geographical 9 O P 9 9 ey ,�, ;., c. NUMBER OF NAILS NAIL SPACING sheet no, 1 having jurisdiction and best standards of construction _ ,; JOINT DESCRIPTION 1/z ANCHOR BOLTS 30 •'3 All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301,2,1 The American Institute of Architects Conditions shall apply 4-8d PER RAFTER 1, PRESCRIPTIVE LIMITS ARE BASED ON A SUMP71ONS IN TABLE 3.2 Design Criteria-Section R301.2.1.1, (See Table R301.2.1,2. for Wind-Born Debris to all work performed on this project. ,•� . RAFTER TO TOP PLATE TOE-NAILED 2, WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels) 2, The Contractor shall verify all conditions at the site, Any I T O TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED, discrepancies must be brou ht to the attention of the Architect v CEILING JOS T 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4,2. FOR Dead Load-Section R301,4 & R 301,2,2.2.1 P g r 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior to commencement of construction, The Contractor shall CEILING JOIST TO PARALLEL RAFTER FACE-NAILED IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER, Light and Ventilation-Section R303 responsible for corrections not reported once he has started work 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Minimum Room Area-Section R304 except for hidden Job conditions, z CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Ceiling Height-Section R305 3, Contractor shall guarantee to the Owner that all materials and o 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 uipment incorporated In the work will be new, and that all work COLLAR TIE TO RAFTER (FACE-NAILED) Toilet Bath and Shower Space-Section R307 III iice�, of good quality, free from faults and defects for a period 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Glazing-Section R308 to'f of46 year form the date of the final Certificate of Occupancy. BLOCKING TO RAFTER TOE-NAILED SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4, The Architect shall not be responsible for the construction means, a- 2-16d EACH END OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section 8310 method, techniques, sequences or procedures, or for the safety - TRIM BOARD TO RAFTER END-NAILED precautions and programs in connection with the work, and he rr WALL FRAMING Y Exit-Section R311 (SEE NOTE 1) INCHES o,C, Landing-Section R311,5.4 shall not be responsible for the contractors failure to carry out � 2-16d SEE NOTE 1) PER FOOT 4' PERIMETER E Ramps-Section R311,6 the work In accordance with the construction documents. The Cn TOP PLATE TO TOP PLATEFACE-NAILED EDGE ZONE 16 F Stalrwoy-Section R311,5 Architect shall not be responsible for the acts or omission by w TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Handrail-Section R311,5.6 the contractor No changes shall be made in the documents E 6 Guards-Section R312 and/or the building as designed without the expressed written INTERIOR ZONE 16 Smoke Alarms-Section R313 2-16d 24' O.C. F consent of the Architect. STUD TO STUD FACE-NAILED 16d 16" O.C. ALONG EDGES E I 4 (SEE NOTE Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker 2-16d PER 2X4 STUD F 4 (SEE NOTE 4 i insulation-Section R316 Compensation, etc.) and general liability in an mount not STUD (END--NAILED) TOP OR BOTTOM PLATE .TO E= NAIL SPACING AT PANEL EDGE (IN) 3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage a 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be Cf) named insured on any and all policies. Provide 0.025" SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 LLJ 4-16d PER 2X8 STUD, 2. TABULATED 12" O,C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ProtecVon Against Termites-Section R320 6. ry ROTTOM PI ATE TO Fl OOR !blijj�)ffi�sl FACE-NAILED 2-16d (SEE NOTE 1 2) PER FOOT In Site Address-Section R321 nMEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED FLOOR FRAMING TO 6 INCHES 0. C. Insulation at all perimeter sills, of a meatal shield, other than aluminium, over fibrous 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 7, All wood in contact with concrete or masonry to be Wolmonized MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 or pressure creosoted. JOIST TO SILL 4-8d PER JOIST TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Cons truction-Section R324 4. TABULATED e O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING in A single station smoke detector alarm device shall n installed BRIDGING TO JOIST TOE-NAILED TO 3 INCHES 0, C.2-8d EACH END MEMBERS WITH G>0,49, FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAIUNG SPACINGS SHALL BE REDUCED t each bedroom, an all floors and shall ball interconnected per code, Foundation-Chapter 4 9, All bathroom without operable windows to be mechanically ventilated P PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. BLOCKING TO SILL OR TO at 3000 pounds STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot. Contractor to consult Arc itect if different soil materials are de Heating to m designed to provide 70 degrees F. with outdoor designed air-temperature of 0 degrees F. and 15 MPH wind, 0 LEDGERTHREE SECOND GUST- found upon excavation, 11, All electrical work to be In accordance to the rules and 3-8d PER JOIST WND SPEED 0NPH) 85 90 100 110 120 130 140 150 or test hole, for alternative footing and foundation wall design, JOIST ON LEDGER TO BEAM TOE-NAILED E F E F E F E F E F E F E F E F regulation of N•Y.B.F,U, and a N,Y.B,F,U, certificate is 3-16d PER JOIST Foundation Notes: to be presented to the Owner at the completion of the job, BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER 12. Plumbing Installation to comply with State and Local codes P PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR ed COMMON NAILS 5/$" Ancor Bolts (SSTB-28) See chert an this sheet for spacing and the sewage disposal system to meet Health Department standards, BAND JOIST TO SILL OR TO SPACING aR 10 D BOX NAILS (INCHES O.C.) 8" poured concrete foundation wall, 8'-0" high, 3000 test 13. Do not scale drawings. Use figure dimensions only. IN ROOF SHEATHING (SEE NOTE 1) (INCHES OC) Minimum de th-Section 403,1.4, 48' minimum coverage to to of footing 12 6 12 6 111 2 6 12 12 12 12 12 12 P 9 P 9 14. All work to conform to the rules and regulations of the New York 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code, All glazed area to be double STRUCTURAL PANELS 8d (SEE TABLE 3,10) INTERIOR 19.2 -_ 6 2 6 1 6 12 6 6 112_ 6 1 s 12 6 122 ZONE2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door to have insulated cores. (.� 1 . 1 24 2 s U..I DIAGONAL BOARD SHEATING 12 6 .12 s 12 6 12 s 6 s 1 6 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15, The insulation protection as indicated on these plans exceeds -7 PERIMETER 16 , 1215- a a a a 2-8d PER SUPPORT EDS z3 3 3 4 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. 19 30"x30"x12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and O 1"X6" OR 1,1X8„ ZONE 24 122 3 3 3 3 3 4 4 4 4' " R WIDER 3-8d PER SUPPORT CABLE ENDWALL Race OR RAKE TRUSS W OOKOVT BLOCK 6 6 6' 6' 6' 6'6 6' 4 4 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project or 1 X10 O GABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE M-ANG 6 6 6 6 6 6 6 6 6 6 6' 6' 6'16'16' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q � CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. � IU „ SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade Ins Architect has not been retained red for site supervision, the on-site Q GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS All footing to be carried down to undisturbed soil Inspection and certifications as required or requested by the Owner, SPACING OR 10 D BOX NAILS PER SUPPORT contractor or local building department. WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing X N,OR 1 x a sHEATr«Nc 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water, 0 STRUCTURAL PANELS 8d (SEE TABLE 3,10) 1 X 10 OR LARGER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Provide 3 1/2' steel lolly columns. �--- - Backfill shall not be placed against the wall until the wall has sufficient E= NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS �r FIREBOARD PANELS Y a F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 7 16" 6d 3 EDGE / 6 FIELD 1, FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404,1,7.) / Y Y SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors a WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS z ,� 8d 3 EDGE / 6 FIELD 2• TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND 25/32" N G>0.49, FOR FRAMING MEMBERS WITH 0,42<G<0,49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O,C, Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q W WALLBOARD 5d COOLERS 1 EDG= / 10 FIELD 3• FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Flreblocking - Section R502.13, CONSTRUCTION CATALOG C-HW02 z GYPSUM W FOR COMMON NAIL ANCHOR BOLTS IN FOUNDATION USE: HARDBOARD 8d (SEE TABLE 3,11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Floor Construction: L!J - 11 i � M 200 HIGH WIND 'EDITION 3/4" plywood subfloor, fasten per Table 3,1 WFCM, SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Q 8d SEE TABLE 3, ) TABLE 3.11 W C 1 PARTICLEBOARD PANEL ( ( Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM, tj210 2X6 W ! DIAGONAL BOARD SHEATING LOADS EXPOSURE C SILL PLATE TO RIM JOIST USE: Q 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O,C, AT EXTERIOR PERIMETER AT EACH. RAFTER N 2-8d PER SUPPORT Finish floors per agreement. " LL 1"X6" OR 1"XS" SHEATHING LOCATION AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2 �'"� " 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING - Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END 1"X10" OR WIDER OR PANEL SIDING FOR 8d COMMON NAILS FLOOR SHEATHING Wailframing and finishing shall be nailed and or screwed in accordance with .r IN HE , SEE NOTE 3) 1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sectlons 3,2,2.1, 3.2.2.2, 3,2.2,3, 3.2,1.7 GARAGE STUD GARAGE SILL PLATE USE: DOTE: 1x6 fascia, wrap SSP CONNECTOR AT 16" O.G. STRUCTURAL PANELS 4" EDGE ZONE 16 E 6 Overhangs as noted, USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 8d 6" EDGE / 12" FIELD F 1z SEE NOTE 2 1' OR LESS Vinyl vented soffits. H Y Y INTERIOR ZONE E 6 Alluminum utters and leaders, Siding: see Elevations, MEMBER WITH 2-1 2 X 5 LAG „ 10d 6 EDGE / 6 FIELD g 9' RIM JOIST TO STUD CONNECTION USE: / GREATER THAN 1 16 F 12 Tyvek housewrop, MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheoting, see fastening schedule, Table 3.1, 3.9 WFCM, USE (4)-8d NAILS AT EACH END DIAGONAL BOARD SHEATING STABLE 3 11 WFCM 2001 HIGH WIND EDITION) 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate Y " " 2-8d PER SUPPORT WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WINDFLOOR 6, 6" O.C.CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O. 1 X6 OR 1X8 5/8"Type X GWB in garage. (2) layers " GWB at fire partition ef US (4)-8d NAILS AT EACH END O 3-8d PER SUPPORT LOADS EXPOSURE C TWEE SEND OST 1 2" MR GWB in wet areas Simpson Strong-Tie 1"X10" OR WIDER WNND SKIN(MPH) 85 90 100 110 120 130 140 150 / sTRucTURAI aHEATHrIc At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE; O 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL, SHEATING IS E F E F E F E F E F E F E F E F- of section 8310. MTS 36, EACH ROOF RAFTER U210 2X6 I- CV � NAILED 3 ON-CENTER AT THE PANEL EDGE SHEATHING STUD Note drilling and notching limltatians In figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST � z TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls, RAFTER TO RIDGE FT RAFTER CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O,C,) Follow exterior corner framing detail figure 8602,10,5 H7 EACH ROOF RAFTER 4-10d x 1 1/2" U SHALL BE USED TO MAINTAIN THE LOAD PATH. 12 6 12 6 12 6 12 2 12 12 12 12 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 16 6 1 6 1 6 12 6 12 s 1z s 5 12 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 16 6 12 6 12 6 12 6 1 6 1 6 1 6 12 6 12 8905.6) z ZONE s 1z 6 12 1 DECK POST TO GIRDER CONNECTION USE: 24 12 12 12 1 s 6 6 Underlayment application (Section R905.2,7.)nailing see table 3.8 PC44 FOR EACH POST � SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- SIMPSON A-8 USE W/ONLY 6 �� BOARD SHEATHING OR LAP SIDING percent slope), p g 5- 8D TO STUD ONE SILL � ANCHOR 80LT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tle BP-3 PLATE SHEATHING SIZE RAFTER up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 0 EACH JOIST TRUSS MINIMUM NUMBER OF 8d COMMON NAILS U210 2X6 4- 80 TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment SPACING OR 10 D BOX NAILS PER SUPPORT �° (EVERY STUD) STUD TO SI (SEE NOTE 1) (INCHES OC) shall be, two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: 'p a AT EACH DECK/PORCH JOIST ATTACH T (SEE ANCHOR SCHEDULE, ,x s OR 1 x a SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of PS720 (ALIGN WITH JOIST BELOW) ON DWGS A-3,1 AND A-3.2) 1 x 10 OR LARGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underloyment felt layers with and starting at the eaves , fastened sufficiently to •� � ) E= NAIL SPACING AT PANEL EGDE (IN} vl hold in place. PORCH POST TO GIRDER USE: PS720 r0 SIMPSON F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: PHD5-SD53 1, FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER REQUIREMENTS SHALL BE USED, successive sheets 19 inches (483mm), and fstened sufficiently to hold in place, -10d X 1 1/2" ' (14) SDS Y" X 3" WOOD SCREWS 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH • G>0,49. FOR FRAMING MEMBERS WITH 0,42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in telve (12( Units, TYPICAL P 0 R C H / DECK LEDGER ! •, 7" MIN EMBEDMENT ,-, ° (SEE FOUNDATION PLANS A-3.1 AND 3, FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED T • • FOR COMMON NAIL Ice Protfction (Section R905.2.7.1) CONNECTIONS ° °! A-3.2 FOR LOCATION) 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Underlayment in High wind (Section 8905,2,7,2) ." 4 A 4 (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE c;p Quo sA . N, „ » Chimney and firespoces - Chapter 10 A 1 1/4 COIL STRAP - 16 O.C.�a• ,o�Q •40.°> A , i ` Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. • ;. , 4 a '. USE 4-80 NAILS C� EACH STUD, Mechanical - Chapter 12 FOR HEADER OR r A �a o General Mechanical System - Chapter 13 BEAM Heoltng and cooling equipment - Chapter 14 e ° o °. •N. °A , °a e A . .° , °a qd e e A Exhaust Sustem - Chapter 15 o a 4 a'i a Duct System - Chapter 16 Simpson Strong-Tie Z A °°/�t . 'A° 6.41 1 `n.• °o .° 'DOUBLE TOP PLATE MTS30 ROOF RAFTERS 4 ° ,1A a Combustion Air - Chapter 17 AC4 A , ° , , A •d• AA Q o Chimneys and Vents -- Chapter 18 • a •q c ' bra n •A I' SSP AT EACH POST a ° a la ° Plumbing - Part VII ,_ • > 'o i °• SEE PLAN 1 3/4" IMUMna 44 ' ° HEADER '_ ' �` EDGE DISTANCE 'a•, o�°° ° LSTA21 Simpson Strong-Tie •� V FLOOR TO FLOOR KING STUDS CS20 1%" COILED Y2" THREADED ROD �.,. STRAP, MIN 12" REQUIRED FOR STU 1/2 00 CONNECTION P JACK STUDS � ��,� OVERLAP AT EACH x I STUD � SIMPSON STRONG - TIE 'Z 2"MINIMUM „ I SIDECOVER CNW NUT COUPLER -__ 0 0 1 1/4 COIL STRAP - 16" O,C' USE 4-8D o ' MIN EDGE NAILS AT EACH STUDSILL' I DISTANCE* JACK 0 � MIN OVERLAP IS 12 a STRONG-TIE SIMPSON • MIN EDGE SHEET N0, MTS36 OR 1 1 /4 A.�•.bD�. •� .'�. / _ .P STHD8 4•��4•••"� • ' �' DISTANCE* COIL STOCK FLOOR TO FLOOR Simpson Strong-Tie AT EACH ROOF TOPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR -- WRAP UNDER SILL PLATE RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL INSTALLATION MIN. OVERLAP IS 12 ' NAILS AT EACH END, CANTILEVER CONDI SILL PLATE TO RIM JOIST AND ' STUD TO ROOF RAFTER PORCH COLUMN CONNECTIONS 12 MIN OVERLAP PER WALL TO FOUNDATION- CONNECTION RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT