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37446-Z
uFFat,f Town of Southold Annex 10/22/2013 30� c�Gy P.O.Box 1179 54375 Main Road o • { Southold,New York 11971 �dl�fi CERTIFICATE OF OCCUPANCY No: 36577 Date: 10/22/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 330 Wesland Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 59.-2-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/30/2012 pursuant to which Building Permit No. 37446 dated 8/16/2012 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: one family dwelling with partially finished basement and covered porches as applied for. Corrected 10/22/13 for partially finished basement. The certificate is issued to McCarty, Glenn&McCarty,Theresa (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0037 9/3/13 ELECTRICAL CERTIFICATE NO. 37446 7/24/13 PLUMBERS CERTIFICATION DATED 9/18/13 S h ubbard ho ' ed Vgnature �o�gUFFQt,fcoG Town of Southold Annex 9/26/2013 y� P.O.Box 1179 cm x 54375 Main Road Southold,New York 11971 y o'� CERTIFICATE OF OCCUPANCY No: 36531 Date: 9/26/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 330 Wesland Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 59.-2-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/30/2012 pursuant to which Building Permit No. 37446 dated 8/16/2012 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: one family dwelling with unfinished basement and covered porches as applied for. The certificate is issued to McCarty, Glenn&McCarty,Theresa (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0037 9/3/13 ELECTRICAL CERTIFICATE NO. 37446 7/24/13 PLUMBERS CERTIFICATION DATED 9/18/13 Stephen Hubbard e 71/1riz ed ignat o�gvFFot,��v TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�01 � Sao 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#: 37446 Date: 8/16/2012 Permission is hereby granted to: McCarty, Glenn & McCarty, Theresa 24 First Ave East Rockaway, NY 11518 To: demolish & construct a new single family dwelling with porches as applied for At premises located at: 330 Wesland Rd SCTM # 473889 Sec/Block/Lot# 59.-2-24.1 Pursuant to application dated 7/30/2012 and approved by the Building Inspector. To expire on 2/15/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,916.80 CO -NEW DWELLING $50.00 Total: $1,966.80 Building Inspector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval--from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters- 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to Apri!9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C.- Fees .I. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling t50.00, Alterations to dwelling$50.00, Swimming pool $50-00, Accessory.building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50-00 .5. Temporary Certificate of Occupancy- Residential $15:00, Commercial$15.00 Date. - -7 /c,? //Z New Construction: Old or Pre-existing Building_ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Vie_ nn .5o_ Cp lei M �- Suffolk County Tax Map No 1000, Section Block 0 '1— Lot Subdivision Filed Map. Lot: Permit No. -/ t14 Date of Permit. 40 Applicant: reC�,c` �- Health Dept.Approval: Underwriters Approval: Planning Board Approval: - Request for: ' Temporary Certificate Final Certificate: (check one) bra Fee Submitted: $ 0, � Annllnanf Cion9tnra suFFot� Town Hall Annex p� .00, Telephone(631) 765-1802 54375 Main Road coto 2-1 Fax (631)765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 y�j�l �a0� roger.richert(a-town.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McCarty Address: 330 Wesland Rd City:Southold St: NY Zip: 11971 Building Permit#: 37446 Section: 59 Block: 2 Lot: 24.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pimti Electric Inc License No: 33025-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 Garage INVENTORY Service 1 ph 300a Heat oil Duplec Recpt 63 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 12 Smoke Detectors 3 Main Panel 2-1 5C A/C Condenser 3 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances H74 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 300a underground service, 2-combination smoke/co detectors, 5-exhaust fans 2-paddle fans,4-ARC fault circuit breakers,1-17KW stand by generator with auto transfer switch and 100a sub panel Notes: Inspector Signature: Date: July 24 2013 Electrical Certificate.xls o�so�T�o Town Hall Annex Telephone(631)-7657180.2 54375 Main Road Fax(631).765-95,02 P.O.Box 1179 Southold,New York 1 197 1-0959 �O BUILDING DEPARTMENT C! �r TOWN OF SOUMOLD I SEP252013 aLoc DEPT. CERTIFICATION TOWN O- ;OOWOLD Date: l [-z V ' Building Permit No. ?, (Please print) I P lumber: (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%0 lead. .(Plumbers fttwture) . Sworn to before me this dayof Sz:-_ 20 I3 LYNNli A. H Notary Public, Statete of of New York No. 01 HU6054948 Qualified in Suffolk County `� Commission Expires February 20,20_l Notary Public, &do County OF SO//%o6 TOWN OF SOUTHOLD BUILDING DEPT.: 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH,PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL- FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: `02 , DATE / ( INSPECTOR pf SOUryo6 coUNtY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION — [ ] FOUNDATION 1ST [ ] ROUGH PL13G.- XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: L r DATE 0 �`� INSPECTOR ' SO(/l�,o� , TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 . INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC [ ] ELECTRICAL (FINAL) . REMARK c DATE r INSPE CT OR C OR pF SO(/T�,o - -- — �o • ao 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: s DATE INSPECTOR { �.J � �o��OF SOpI�Olo • aoQ cOUNi`I,� TOWN 'OF SOUTHOLD BUILDING.'DEPT.' 765-1802 INSPECPOUGH [ ] FOUNDATION 1 ST [ PLBG. [ IF NDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE v INSPECTOR OF SOUly�lo cou U 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 klELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' INSPECTOR 3 �O��OF SO(/r�o� cOUHfi`i, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N. [ ] FOUNDATION 1ST OUGFI PLBG. [ ;,F ,0dNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR (FINAL) REMARKS:: l DATE b~ ANSPECTOR OF SO(/TyOlo cOU{+fiY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) f � ARKS. �nn JJJJ r � r � r_ DATE ��_ l 9 �� INSPECTOR OF SO(/r�,olo 7 a� e Iourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUCH PLBG. [ ]�FRAM DATION 2ND [ ] INSULATION I NG/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �� DATE �' �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] "GH PLBG. [ ] FOUNDATION 2ND [ PINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE °� �3 INSPECTOR , ` ho�aOF SOUI�olo cout 1,� 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 INSPECTOR` " i��� - �o��OF SOUTyo�o o��00UM'1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] !IN ATION [ ] FRAMING /STRAPPING [ " FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Ct�REMARK t e kZ DATE INSPECTOR OF SOUTyo`o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I [ ] FRAMING /STRAPPING [ FI Lg [ ] FIREPLACE & CHIMNEY [ . ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) REMARKS:0. r, I �A_ ' s a'? -0, ' jp/� DATE �� INSPECTOR &W 4r RRY FAM mpr MAI PLUAMING 77 V lie STATE RNERCTY CODE � r OWN ONr.�_` l�1 mil t INS ADDITIONAL COMMNTS ''���' � •► � ,mot ► , . . dig ��� rlam► � o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL j`Board of Health SOUTHOLD, NY 11971 / 74 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 7 1- Survey SoutholdTown.NorthFork.net PERMIT NO. '(Check ASeptic Form N.Y.S.D.E.C. Trustees ,e C.O.Application J Flood Permit Examined 1 ,20 Id, Single& Separate g Storm-Water Assessment Form Contact: Approved Mail to: Disapproved a/c 1 Phone: Expiration I 20 4— Building Inspector APPLICATION FOR BUILDING PERMIT Date I Cg , 20 /,;?, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app icant or name, if rporation) (Mailing address of applicant)Iq State whether applicant is owner,-lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ev E�� d Aof -/t�7" Name of owner of premises hZY-el 467 r Iq (As on the tax roll or k9est 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 do e: House Number Street Hamlet _ County Tax Map No. 1000 Section �� Block,' 2.';.:. Lot �. _ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy(P_ O- , C' Ce b. Intended use and occupancy S rho`` ��,,,.L; c� f�se5 i C4 Q-A•-)e.e 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 �,jE7,, 0(-> Fee (10/5 (To be paid on filing this application) 5. If dwelling, number of dwelling units-- I 4)umber of dwelling units on each floor Nr/i&, If garage, number of cars - F-->c tsT 14(�, �2- GA(g-- :9, *A4>—TtSt- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. K/A -2 GAS- C:7AL--qC--,)E 2Z� 22� CAP— W/ART-tsr 15.3' 7. Dimensions of existing structures, if any: Front Rear Depth 21.3 Height zi Number of Stories 1 Z V40 Alter'atio^�-oci �Sc���tares Dimensions of same structure with alterations or additions: Front —Ia.-,,--Rear +�1� Depth Height ri A Number of Stories g/A 8. Dimensions of entire new construction: Front 51 Rear S 1 Depth Height I-G'- 8" + Number of Stories 2 9. Size of lot: Front ISO' Rear 20d. Depth ?-54 . SO I SNAQonI A- 10. Date of Purchase 1 13 20 (2 Name of Former Owner �'Q�,�- � GIB r�,Si U ph er 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 v,"Will excess fill be removed from premises? YES NO l/ -Tlne.r e5�c��l�v,n Nl�CQ,� 14. Names of Owner of premises ' A-adress d It F;r-4A YE. E P. Phone No. 51co 12,(- 01 o-d Name of Architect TVie,-eso- Me- Co-r Address 94 lr;�,t Avg E,L2 hone No 151 Io 7�1--n►d Name of Contractor ,Lrl, Corr }r Address 32 Al -br) A)(e Phone No. gi(, 754-7-9e J 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO. I/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ,✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFK De e,-Sa being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Aaerq (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi ' day of 20 f Eileen DeNarne Notary Public-State-of New Yor E6122638 �`"Notary Public Qualified In-Nassau County Signature of Applicant Commission Expires February 22,20 Town of Southold Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL T INFORMATION: (All Requested Information is Required for a Complete Application) f APTPY.9,W NAME Owner-Age -9multa ont'..W or other(Circle one) pro 1 ( Property OWNER:pf Different Ban Applicant) 1 Address: t� Address: ti- Fax#: Telephone#: Fax I E-Mat a E-Mal: i 1 Pro dress: yet Brief Desaiption of Construction Activity,Proposed Strucdual BMPs,Sort f E s aT #: 1.000 Stabafizadon BNT3,Project Scope and/or Sequence of Construction Activity - nbmd n tnt {Provide Addltanal Pages as Neednl) Name of Contractor and/or Conlaot ersott Itesponstble for ImplementaBon of sWPPP: ��_-c�• rig �_�---!=----------------------- Ad, jss: �. n ------ --ll F Tele honerk / Fax#: -#- ---- --- t • E- ail ---- `l l� --5-0 6 -^ -------- �'I Nam of Persons Res pons le{or Mslatlalion 3 MeIntenanco of Erosion Control Practice: � ( 7/C �. 1 ------------- CxCG� --------- i ! -- - f ►7 Ce ecl ------------------------ i l elephone# Fax#: 1 I F E-Mail: ---------------------------------------- .t% , -------------------------------------------- Total AredofAli Total Area of Land gearing ---------=-------------------------------- -- Project Parcels: yob and/or Ground Disturbance: �Y l llA— _---- Project Duration: .Start End •� (Anticipated) .��D -Date:' Date: / -------------------- {NurniK�r o calendar Bays) '__.•_-_____-___.._ -.. _ _- t Will this Project Disturbe five(5)or More Acres at --`-`------------ ; Any One Time During the Proposed Development? Yes No ------------------------ If YES:Please Answer the Followingi {{''� ��----•�� -------------------------------------------- 1 a_ Does the Applicant have a Qualified Inspector On L=J U i Staff To Conduct the Required Inspections? Yes No ! b. Does the SWPPP Indicate HOW Frequently-the Site -List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: j Inspections will Occur and for What Period of Time? Yes No c. Does-the SWPPP Adequately Identify Ali Temporary -------------- ------------------------ , r i and/or Permanent So7Stabalization Measures? Yes No ------`------------------------------- ----______ j 1 d. Does the SWPPP Adequately Identify a'Complete ----------------------------__________________ { I Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific Status of Impacted vvalerbody.leg:TMDL,303(d)Listed,Im Ired-) Q �, Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Subrnitted a Completed DEC Notice "-- - ------------ = t t i Type of Impaled Waterbody (eq.Lake,creek,say,Pond,sound Fr¢shwater Wetlam of Intent and SWPPP Acceptance Form for Review O d� by the Town of Southold? Yes ;No ; ----------------- ------ ------------------------- i S7 A'1 OF Nb;W YORK, ` COUNTY OF........v44 L SS -u-LC i ............... . .........being duly sworn,deposes and says that he/she is the applicant for Permit, {(Name o(ktdrviduat signing Oolamnent) And that he/she is the _ ......... ..... .^............_............ t Con tractor.Agent,CorfioralaOfP�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 and belief;and I ! that the work will be performed in the manner set forth in the application filed herewith E i Sworn to before me this; ...... 0..-- ,-.day of. --• ,20.1Z Notary Pubh ---- :�..`.Y_�' l ......... .... ..... .... (signature of APplicant). SWPPP Assestsment FORM: 03-12 LYNbA M @cant NOTARY PUBLIC,State of New York NO.01 B06020932,Suffolk Cou Term Expires March 8,20ia 1 01-23-12; 13:35 4214652> # 1/ 2 Town Hall Annex ] [ Telephone(63311)7�65p-1802 5 5 Main Box 1 7 roger.flChBrt [O .SOUi1701 ny.us Southold,NY 11971-0959 oUMi 10kDWO EPARThWNT TOWN OF.S�U'Tt]LD' APPLICATION:(=OFF,BLECTRIC& INSPECT10 REQUESTED BY: / v��/ // Date: 1 a r7 ja Company Name: l Imo,T� G7` C. Name: r,r :' r License No.: Phone.No.. i7 ;d: - S3 ' JOBSITE INFOWATI4I�I. (' Ind Bates required nf6rrMtior }> *Name: ��r� /y�+c a- -�✓tSq G - _ *Address: (�tJ-ems "Cross Street: *Phone::'No.: /(�-Vk Uc % Perm'JVNo.: Tax Ma, :District ': tfl00 p Section Black: - . Lot, *BRIEF~DESCRIPTION OF WORK(Please hnnfiClearly) � . (Pisa&e Circie Ati ThaE aPpW) *Is job.ready for Inspection YE / NO ough In. Final, *Do you need a Temp Cetuficate S NO' Temp.fnformation, needed) *Service_Size: 1 Phase 3Phase> 100 1'�0 200:. 001 3.50 400 Other *New Service: Re-connect Underground Number af;Meters Ctiailge o€Service Overhead Additional Information: PAYMENT DUE WrH APPLICATION 82-Request for Irispectlon:Form TOWN OF S UTHOLD PROPERM. AECORD CAR® ER M ,,. STREET 3�� VILLAGE DISTRICT SUB. LOT _ .Sf FORMER OWNER�-hv'(5" t2rMcllB,1ac, Q . gl- / ! � /! . ACREA E S ,W �` - TYPE OF BUILDING l jt' W. fa M a it _✓I 2 s Y - 's6-2 RES. /'l� SEAS. VL. FARM L C6mm. IN& CB. MISC. LAND IMP. TOTAL DATE REMARKSS172— J36 o.v a% (D 72 6 7v ® l G7 4 ;19 O _ S"L a e7 d w!' �!' - .J• e s e n w 1 Z17 p 7 _Z4 3 6--6 o o is pet" LB 15� 5 S� WNING CO z 7 u MAL BELO c� ABOVE Farm Acre Value Per Acre Value Z �, Tillable 1 Tillable 2 Tillable, 3 Woodland Z b 6�L Z J�� 9' G e(/1 jgg71/S)' N Swamplpnd (/ilk r) l"/ Ll�er)f7 .rc� 1o5 Il�tj"w Brushland / I3 — IZ�p r 43Y.5,, s. House Plot Tota I �vo ■�■■■�®■■■NEW■■M■■■ m®mmoomm NNE �■■■N■■■■■■■■■■■■■■ '00 MENNEN NEEaa) ONO��t��� BEEN NNE! INN m mill llli i I '• . ® ., ONE .. .. mimm�sl, .. .. # ® 1. I �...�CC.,,//�__ ;_.�®��r� PR®PETif RE4.VK1� v�ffia�� Z Z T VILLAGE DIST. SUB. LOT DWN'ER STREET ACR. v FORMERuO NER N &Z ` TYPE.OF BUILDING /. . S :ES. SEAS. VL. FARM COMM. CB, MICS. Mkt. Value LAND IMP. TOTAL PATE REMARKS E�. S,Lwp�S a z /ace s 198' � w L e S'soo _ sa .!D AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre FRONTAGE ON WATER Tillable FRONTAGE ON ROAD �, n D J o®o Woodland DEPTH �► Meadowl•and BULKHEAD -House Plot ------------ DOCK Total *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ,r Southold,NY 11971-0959 coy BUILDING DEPARTMENT TOWN OF SOUTHOLD -01 0'0 September 19, 2013 Glenn & Theresa McCarty5 ` 24 First Street 00 s East Rockaway, New York 11518 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) OA A fee of$50.00. rev Final Health Department Approval � �� Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37446-Z New Dwelling Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 330 Wesland Road Southold,New York 11971 Compliance:-Passes using UA trade-off Compliance:9.9%Better Than Code Maximum UA:507 Your UA:457 The%Better or Worse Than Code index reflects how dose 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 • Assemblyor or ■•• Perimeter • Ceiling:Flat or Scissor Truss 1156 30.0 0.0 40 Ceiling:Cathedral 256 25.0 0.0 10 Wall:Wood Frame,16in.o.c. 3275 15.0 0.0 225 Window:Wood Frame,2 Pane w/Low-E 297 0.280 83 Door:Glass 43 0.320 14 Door:Solid 19 0.650 12 Basement:Solid Concrete or Masonry 912 15.0 0.0 54 Wall height:8.2' Depth below grade:5.8' Insulation depth:8.2' Window:Wood Frame,2 Pane w/Low-E 16 0.280 4 Door:Solid 19 0.200 4 Floor:All-Wood JoistlTruss Over Uncond.Space 344 30.0 0.0 11 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-Web and to'comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature at A Pa 0�pad Project Title: Report date: 07/27/12 Data filename: Page 1 of 5 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling:Cathedral,R-25.0 cavity insulation Comments, Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-15.0 cavity insulation Comments: Basement Walls: ❑ Basement:Solid Concrete or Masonry,8.2'ht/5.8'bg/8.2'insul,R-15.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Glass,U-factor:0.320 Comments: ❑ Door:Solid,U-factor:0.650 Comments: This door is exempt from the U-factor requirement. ❑ Door:Solid,U-factor:0.200 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 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. Project Title: Report date: 07/27/12 Data filename: Page 2 of 5 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope airtightness 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. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ 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: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Ll 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. 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 1 112 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). 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-fumace,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. Project Title: Report date:07/27/12 Data filename: Page 3 of 5 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). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Lj 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: Heated swimming pools have an on/off heater switch. Lj 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. Cj 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-8 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: o 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: Lj 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 I\ of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 07/27/12 Data filename: Page 4 of 5 Project Title: Report date:07/27/12 Data filename: Page 5 of 5 2010 New York Energy Conservation Construction Code Certificate Insulation . Ceiling/Roof 30.00 Wall 15.00 Floor/Foundation 15.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.28 0.34 Door 0.32 0.24 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: C G SURVEY OF PROPERTY o o SITUATE V) ° " G "�' "' SOUTHOLD (!) L•. •? O C C U rO �o C E Ew—. TOWN OF SOUTH®LD r �. naC► i �` SUFFOLK COUNTY, NEW PORK r � . —59 --02-24. 1 S.C. TAX No. 1000 x �a c; A . z SCALE 1 "=30' Nz. `\���P� " stG ' a DECEMBER 89 2011 ' a L tits t;!j �,c� ti '' 'o u MAY 15, 2012 ADDED PROPOSED HOUSE OCTOBER 3, 2012 FOUNDATION LOCATION .<C0it 3: AUGUST 4, 2013 FINAL SURVEY ogp O U. AREA = 40,242 sq. ft. 0.924 cc. CERTIFIED TO- GLENN MCCARTY THERESA MCCARTY p� eJO� O / <j0' gyp, �GSFoiy <d�� ULTIMATE ABSTRACT OF NEW YORK, INC., y�5 SAF AS AGENT FOR STEWART TITLE INSURANCE COMPANY `J e0 / `,� G°c<<%%���'v TITLE No. UNY51392S ELECTRIC METER CC O'. 04 CAPITAL/ ��J TS SUCCESSORS AND/OR ASSIGNS �G / UNDERGROUND 0v / _ L.P.GAS TANK. CESSPOOLI / �1 COVER 410 (/'1 SEPTIC TANK �'oe I _ �rDRYWELL elOC/r 16.4' GENERATOR WOOD STEPS �� / CLR 3.6'� 10.0' / ON CONC. PAD 0,111 ���_ 0 o ... .- STONE WALK o ❑ •❑ QO`7 CONC.BASEM 8.5 130' STONE STEPS WINDOW ELL a ,ym CHIMNEY 2 STORY / oryz.o Jy� [,.°R •OY c CON BAMENT N N 'INDOW WELL N FRAME HOUSE I' G3��� •.�[c DRYWELL 12-D' 13 0• &CO " i 4 / ;c�i 10 D' FIREPLACE ROOF OVER STONE PORCH B! 16.4 4 O O' STONE STEPS / STONE WALLS MASON Y BLOCK 'PO, PATIO&WALKS / p 0 H Y��+ ✓� qG���/ aG / DJISO S Ow , SGORC o 'SPV1A1-1. 22 e GRAVE ORNE pWAY 09 �O O G, p �G Q O Ear �a \ pp• �Qo 0 1. c 4,O xb / .�,'� 9TF 4?G�.��' t�y�9 n 15.3• P 3 PJ E O a02 / 0 CID N WOOD 5 / CONC. WALK N N STAIRS MW O 4. FOJtiS. a0 m;V P`2E`"?G 0. / Z _< WOOD 'n '< LANDING Je / CONC.WALL / PREPARED IN ACCORDANCE WITH THE MINIMUM 10O, 67°/ \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE L.I.A.L.S.,AND APPROVED AND ADOPTED FOR SUCH USE BY TME—NEW'-YORK STATE LAND / / c TITLE ASSOCIATION. C)f ED EIVE AUG 2 2 211"' `` ° �'� •,�.s (p / ^\ � SU F.CO. 9 5A,yll �� N.Y.S. Lic. No. 5( 14 - - s �N C�P`��� Q 0 G UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO SECTION 7209 OFSTHEVNEWTIYORK STATE h,�1s EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE SON FOR WHOM SPREPA.RED, AND ON HIS BEHALFTHE To THRVEY ns — Construction Lay. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Pla LENDING INSTITUTION LISTED HEREON, AND Fax (631)727-172 T THE ASSIGNEES OF THEINSTI— TOTION CERTIFICATIONS ARE NOT LENDINGTRANSFERABLE. PHONE (631)727-2090 MAILING ADDRESS OFFICES LOCATED AT THE EXISTENCE OF RIGHT OF WAYS 15136 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 1 ANY, NOT SHOWN ARE NOT GUARANTEED. 31- SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK o�QJe� � S.C . TAX No. 1000-59 -02-24. 1 11 SCALE 1 "=30' DECEMBER 8, 2011 MAY 15, 2012 ADDED PROPOSED HOUSE 0 0 AREA = 40,242 sq. ft. 0.924 ac. / o CER TIFIED TO: GLENN MCCARTY THERESA MCCARTY ULTIMATE ABSTRACT OF NEW YORK, INC., AS AGENT FOR STEWART TITLE INSURANCE COMPANY o�ye�G O �p �G oo TITLE No. UNY51392S „ SF /y CAPITAL ONE, N.A., gyp, ���� ITS SUCCESSORS AND/OR ASSIGNS 'C T 902 OF rL �EST HOLE � q, e Gy�P °G of NOTES 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SOWN THUS: 50. T� \ EISTNG ELEVATIONS AR 2. EXISTING (SEPTIC SYSTEM TOEBEHPUMPED CLEANoAND EITHER REMOVED�, \v`9r OR FILLED WITH CLEAN SAND. F ^ 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 of 1 POOL; 12' DEEP, 8' dia. O e e: \ GO\/ERED 51.0, '1 0' 0�S{`'[`�' PROPOSED 50% FUTURE EXPANSION POOL ENTRY ?', ' . P�� G<'QO % d PROPOSED 8 DIA. X 12 DEEP LEACHING POOL y" / Pee�y�`��G sr J� ��a�� SF� . ....•Q ::. ..... ..:.. OPOSED: ::::;` .. .....::::'. ��� ............... :......................:::: .;"`.`.:::.m: PROPOSED 1,000 GALLON SEPTIC TANK VF :' FRAME;. �...:.:..:....:....... r::`. 0 9 o Rr a ::.:_:}:::.::.. '. / 'ti 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD e COVERED �:::::.:::/:..;�,.... ..... � Ir« ° f PORCH ," `'� ""�"""' .:� A�`� ,°-'/ 's OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. cn° P �� COVERED`::: PATIO...: :: Lo N/01 .. e p 11 // DE PROPOSED ON j it / / UhAlt rAi;i S'YS I C'M LALL ULAT l UIV J' rG s O f, GRA "PATIO / 2 FS/y 1j0' 1a1 HOUSE ROOF AREA: 1,950 sq. ft. 1,950 sq. ft. X 0.17 = 332 cu. ft. y 9'2 STpRAG� ZZo 332 cu. ft. / 42.2 = 8 vertical ft. of 8' dia. leaching pool required �°�G' /Z� . BN STORY N •S PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS slucc0. o 8' DIA. X 4' DEEP STORM DRAIN POOL WITH GUTTER LEADERS: G,•1' J of `e A z o- GAR _ 9�0� Q •opo Z� 2Z G, � �°�,. d. 'O O ro A° , ��° /`�' ` \ `L�� b TEST HOLE DATA s, X. . ` \ J/' (TEST HOLE DUG BY THIS OFFICE ON MAY 4, 2012 WOOD q. STAIRS FFaG N F� G�Pa �,S' BROWN LOAMY SAND �� / C m WOOD 2.5' < LANDING StJFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ti // \ /.. P,��F ���X y>P PErct�flT FOR APPROVAL OF CONSTRUCTION FOR A �° CONC. WALL StldGL;r ONLY ' �p.� 650/// \\\ ( PALE BROWN SILTY SAND JUL 2 6 2012 DATE F" �:W F. N10, 0 AL`PY,,Ccvn G PREPARED IN ACCORDANCE WITH THE MINIMUM cJ� rGSFO� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED S / BY THE L.I.A.L.S. AND APPROVED.AND ADOPTED / ,w\ 11' FOR SUCH USE BY�,�TFfE tyE11(,YORK`'STATE LAND FC��� {M{A"' �U .! Cis= _ DE r �'��2 AG�``�ti TITLE ASSOCIATION rG 0 +• I."r ^� �r_Cf?00tAu l/o E}':'iFca OF APPROVAL vrF / ,. ad ,�O / P ; PALE BROWN FINE J TO COURSE SAND ^j GJy y,\R 17' ' l�" Abandonment of existing sanitary system must be in t� conformance with department requirement Submit �, � completed form WNVM- 'i •%as proof. N.Y.S. Lic. No 50467 e oGFUNAUTHORIZED ALTPti OR TO THIS SURVEY IS AERATION OPTION Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor y f { COPIES OF THIS SURVEY MAP NOT BEARING f'•: ^� THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox 631 7 w? TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ( Z7-17Z7 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 damesport, New York 11947 31-230A SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK °eye S.C. TAX No. 1000-59 -02-24. 1 SCALE 1 "=30' DECEMBER 8, 2011 y� MAY 15, 2012 ADDED PROPOSED HOUSE OCTOBER 3, 2012 FOUNDATION LOCATION AREA = 40,242 sq. ff. 0.924 ac. CERTIFIED TO: GLENN MCCARTY THERESA MCCARTY O� � �G Qo�Y o ULTIMATE ABSTRACT OF NEW YORK, INC., QA sFs�F �' AS AGENT FOR STEWART TITLE INSURANCE COMPANY C)� �y 'Po G� / 9�9 CAPITAL ONE,TITLE No. UN YA51392S y QP ��Q'/ TEST HOLE C O �o' °&6 Pi ti% F �"�J 2 ITS SUCCESSORS AND/OR ASSIGNS 410J0 �� ``'/ / \ F+'r\ NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM \s ti s EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 \ \ CONIC.PIERS 3.5'� G• CONC.WALL FOR BASEMENT B 5' 13.0' � �\ �V/ G� WINDOW WELL CHIMNEY BASE CHIMNEY BASE FOUNDATION 2 F CONC.WALL FOR BASEMFNT WINDOW WELL 120' /2 T b r� s r F � � CONC. PIER O /jj as o• JOB QG�Pk�• / 'Po / �ONC.WALLS FO / BASEMENT ENTRANCE �SZUCGO' 'o �Z o. GARAC- 0 oG q °moo og t�� LS�Ql1 �DLO °C6 1y1• 'y' \ v (��j F . .O soL� pn Q.� �� ° A° `LQ e � �16 TEST HOLE DATA (TEST HOLE DUG BY THIS OFFICE ON MAY 4, 2012) OD ��y STAIRS 0 I r I. 1��4iFS/ BROWN LOAMY SAND A9 /;L�- �, GF' FO 5• k D ti 0 G•�P� °L // Z rri WOOD c rvP��/ 2.5' y < LANDING l / CONIC. WALL \ PALE BROWN SILTY SAND 0 4 ` PREPARED IN ACCORDANCE WITH THE MINIMUM / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �j rGSF Q/y BY THE L.I.A.L.S. AND APPROVED AND ADOPTED s YY FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. �9TFPJ O / GP�� PALE BROWN FINE TO COURSE SANDOF t1Z CD D ��o oJy OCT — 9 2012 RI nr IEPTC�1 ,, N Y.S. ic. o. 50467 G" Q Qz f ,,;.Cc� TOATHISOSURVDEY IS ALTERATION OR OF Nathan Taff -"' ' r�v� ' III SECTION 7209 OF THE NEW YORK STATE IFS EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor `,or THE LAND SURVEYOR'S INKED SEAL OR •••/// EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31 -230C WIND SEISMIC SUBJECT TO DAMAGE FROM.., ICE NOTE.GROUND DESIGN SHIELD * MAY BE DEEPER. R502.8.1 SAWN LUMBER. NOTES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL EXCEED ONE-SIXTH OF THE DEPTI - NAILING SCHEDULE AS PER 2001 WFCM SNOW SPEED CATEGORY FROST LINE UNDERLAYMENT FLOOD FOLLOW LOCAL OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN' ROOF RA ERS T 16" OC - ALL ROOF RAFTERS AT EACH COIL STRAP RIDGE PIES: CODES. SIDE OF RIDGE MUST ALIGN SECURE ROOF RAFTERS JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING LOAD (MPH) C 0 NASS;AU WEATHERING DEPTH TERMITE REQUIRED HAZARDS THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH DIRECTLY W/ THE ROOF RAFTE TO EACH OTHER AT OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4" OR GREATER SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE 4 sd COMMON NAILS IN EACH END ON THE OPPOSITE SIDE OF TH EACH SIDE OF RIDGE ROOF FRAMING COMMON BOX 20 PSF 11?0 B 0 SUFFO)LK SEVERE 3'-0" * M-H YES 7-25-78 MEMBER. THE DIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE OF STRAP TIE RIDGE (TYP) W/ #CS20 1-1/4" x 20 MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 TO THE TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE OR �- CLING J015T PLATE AIILED) ED 3-8d 3-1 Od PER RAFTER CONSTRUCTION _NOTES i 1 1/4" X 20 GAGE METAL STRAP TIE GA. COIL STRAPS AS NOTCH LOCATED IN THE MEMBER. 3-8d 3-1 Od PER JOIST FROM 2010 RESIDENTIAL CODE OF NEW YORK STA AND 2061 WFCM HIGH WIND EDITION MFR'D BY SIMPSON CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 6-I Gd 6-40d EACH LAP R502.8.2 ENGINEERED WOOD PRODUCTS. CUTS, NOTCHES & HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUIMBER CEILING GTO PIM.ANs AT 16" OC - LSS4 ® STRONG-TIE . INSTALL CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 6-I Gd 6-40d EACH LAP R401 GENERAL. ALL FOOTING TO BEAR ON SOLID, UNDISTURBED SOIL WITH MINIMUM BEARING CAPACITY OF 3000 POUNDS STRUCTURAL GLUE-LAMINATED MEMBERS OF I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MUNFACTUR,ER'S �; (2) 2 X 4 WOOD PLATE ATTIC AT EACH RAFTER 0 16 COLLAR TIE Tp RAFTER(FACE-NAILED 3-8d 3-1 Od PER TIE END PER SQUARE FOOT. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE oc MAX W/ (3) 8d 2-8d 2-I Od EACH END COMMON NAILS IN EACH PM BOARD TO RAFTER(END-NAILED) 2-I Gd 3-1 Gd EACH END MEMBER BY A REGISTERED DESIGN PROFESSIONAL. WOOD STUDS AT 16" oc END R401.4 SOIL TESTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL R502.9 FASTENING. FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 0 RIGHT, WHERE POST AND BPEAM OR WALL FRAMING CHARACTERISTICS, A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR FOR R.R. SEE FRAMING LOCATION. THIS TEST SHALL BE MADE BY AN APPROVED AGENCY USING AN APPROVED METHOD. GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE PLANS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I 2- PER FOOT AGAINST UPLIFT AND LATERAL DISPLACEMENT. TOP PLATES AT INTERSECTIONS FACE-NAILED .4-1 -I JOINT5- EA.51DE R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN STUD TO STUD FACE-NAILED 2-1 d 2-I Gd 24"O.C. TABLE R401.4.1 SHALL BE ASSUIMED. R602.1 WOOD STUDS GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER. LUMBER SHIALL BE 2x4 COLLAR HEADER TO HEADER FACE-NAILED I Gd I Gd I G"O.C. EDGES TOP 0 BOTTOM PLATE TO STUD END-NAILED 2-1 Gd 2-40d PER STUD • IDENTIFIED BY GRADE MARK OF LUMBER INSPECTION AGENCY. TIES - 32"oc TABLE R401.4.1 BOTTOM PLATE TO FLOOR JOIST BAND JOIST 2-1 Gd 2-1 Gd PER FOOT PfRESUMP11VE LOAD-BEARING VALUES OF FOUNDATION MATERIALS a R602.3 FASTENING. COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE THIS END JOIST OR BLOCKING FACE-NAILED SHEET. LOAD-BEARING PRESSURE TYP UPLIFT CONNECTION - WALL TO ROOF WALL TO ROOF TENSION STRAP a RIDGE CLASS OF MATERIAL (pounds per foot R602.6 DRILLING AND NOTCHING-STUDS. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR INOTCHED FLOOR FRAMING CRYSTALLINE BEDROCK 12,000 TO A DEPTH 0O AEXCE SINGLENG 25%STUD OF ITS WIDTH. STUDS IN ANY MAY BE BOREDAOR DRILLED, PROVIDED BE NOTCHED DIAMETER A DEOFHTHIENOT TO 1 TYP UPLIFT It 6 TENSION STRAP Q RIDGE - 4-8d 4-I0d PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-1 Od EACH END SEDIMENTARY' AND FOLIATED ROCK 4,000 RESULTING HOLE IS NO GREATER THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN r TO THE SCALE: 3 4 = 1 - 0 SCALE: 3 4 = 1 - 0 6LOCKiNG TO J015T(TOE-NAILED) 2-8d 2-I Od EACH END EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN NOTE: BLOCKING TO SILL OR TOP PLATE OE-NAILED) 3-16d 4-1 Gd EACH BLOCK SANDY GRAVEL AND/OR GRAVEL (GW & GP) 3,000 EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL BE DOUBLED WITH NO MORE THAN TWO ALL ROOF RAFTERS MUST LEDGER STRIP TO BEAM FACE-NAILED 3-1 4-1 EACH JOIST SUCCESSIVE DOUBLED STUDS BORED. FOR BORED HOLES FOR ELECTRICAL WIRING, SEE TABLE E3702.1. USE OF APPROVED : ALIGN DIRECTLY OVER THE E ROOF RAFTER, SEE JOTS ON E GE TO BEAM OE-NAI E JOIST SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & BAND J015T TO JOIST(END-NAILED) 3-16d 4-16d PER J015T CLAYEY GRAWEL (SW, SP, SM, SC, GM &. GC) 2,000 STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDAIONS�. EXTERIOR WALL STUD FRAMING PLANS BAND J015T TO SILL OR TOP PLATE OE-NAILED 2-1 PER FOOT BELOW (TYP) - CLAY' SANDY' CLAY, SILTY CLAY, CLAYEY SILT, R602.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN NECESSARY CUTING, DRILLING OR NOTCHING OF TOP PLATE EXCEEDS SEE '� COLLAR TIE, SEE FRAMING ROOF 5HFATIIING SILT & SANDY SILT (CL, ML, MH & CH) 1,500b 50% OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK AND 1 1/2" WIDE SHALL BE FASTENED) TO : ROOF RAFTERS, EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR 16d NAILS AT EACH SIDE. SEEP FIGURE ° FRAMING PLANS ° PLANS STRUCTURAL PANELS 6d I Od 6"EDGE/ 12" FIELD R602.6.1. HURRICANE 11E: °° SECURE COLLAR TIE.TO DIAGONAL BOARD SHEATHING FOR Sk 1 Ib/sf = 0.0479 kN/m SECURE R.R. TO TOP " 1"X6"OR I"XS" 12-Sd 2-I Od PER SUPPORT PLATE & EXTERIOR R.R. -B LT „ „ R602.8 FlREBLOCKING REQUIRED. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS ((BOTH! m THRU-BOLTS W/ NUT & I X 10"OR WIDER 3-I Od PER SUPPORT a) WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE WALL STUD W/ 12 BEARING CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND HURRICANE TIE #H2A ® WASHER (2 MIN. ® EA. CEILING 5HEATHING (b) !'WHERE TIN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATION: ° THAN 1,500 Ipsf ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUDS (OR 16" oc MAX AS MFR'D !2 HURRICANE TIE 0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD STAGGERED STUDS AS FOLLOWS: (1) VERTICALLY AT THE CEILING & FLOOR LEVELS, (2) HORIZONTALLY AT INTERVALS MOT BY SIMPSON STRONG- ROOF RAFTER TO TOP LNG CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. TIE. SECURE W PLATE DETAIL EXCEEDING 10 FEET. / WALL SNEATf11NG 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, MROP FASTENERS PER MFR'S NOTE: R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F'c AS SHOWN BELOW. CEILINGS AND COVE CEILINGS. SPECS STRUCTURAL PANELS I 0 G"EDGE/ 12"FIELD CONCRETE SUBJECT TO MODERAITE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE AIR ENTRAINED AS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDEER (2)2x4 TOP PLATES (UNO) COLLAR TIES ARE REQ D FIBERBOARD PANELS SPECIFIED IN TABLE BELOW. THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS STAIRS SHALL COMPLY WITH SECTION R311.2.2. TO BE SECURED TO R.R. 7/1 6" �d -- ' 3"EDGE/6"FIELD THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, CARPORT SLABS AND 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING & FLOOR LEVEL, WITH AN APPROVED M/ATERIAL EXT. WALL STUD. LOCATE W/ THRU-BOLTS IF THIS 25/32" gd -- 3" EDGE/G"FIELD STEPS THAT WILL BE EXPOSED TTO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. DIRECTLY UNDER EACH DIMENSION IS 12" OR R.R. 0 SPACING SPECIFIED GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD CEMEN111TOUS MATERIALS SPECIFIED IN SECTION 4.2.3 OF ACI318. MATERIALS USED TO PRODUCE CONCRETE AND TESTING 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION R1003.19. ROOF RAFTER TO TOP COLLAR TIE TO R.R. CONNECTION GREATER gd 8d 3 PER SUPPORT ON FRAMING PLANS HARDBOARD THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS'LISTED IN CHAPTER 3 OF AC1318. 6. FlREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARAITONJ. PLATE & EXTERIOR WALL WHEN CL'G JOISTS ARE OMITTED PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ROOF RAFTER DETAIL COLLAR TIE DETAIL ® CATHEDRAL CL'G DIAGONAL BOARD SHEATHING R802.2 WOOD ROOF-CEILING FRAMING DESIGN. ALL FLOOR JOISTS ROOF RAFTERS CEILING JOISTS AND HEADERS TO, BE 2 I"x6"OR 1 N8" 2-8d 2-1 Od PER SUPPORT MIN. SPECIFIED COMPRESSIVE STRENGTH" f c - » > f y� I"x 10"OR WIDER 3-8d 3-I Od PER SUPPORT TYPE OR LOCATION OF CONCRETE CONSTRUCTION WE THERING POTEN AL DOUGLAS FIR-LARCH #1 WITH THE MINIMUM VALUES: Fb(SINGLE)=900 PSI, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI ANJD SCALE: 3 4 = 1 - 0 SCALE: 3 4 = 1 - 0 NEGLIGIBLE MODERATE SEVERE E=1,300,000. MOISTURE CONTENT NOT TO EXCEED 19 PERCENT. RAFTER SPANS DESIGNED AS PER TABLE R802.5.1(4). GROUND SNOW LOAD=20 PSF OR LESS, CEILING NOT ATTACHED TO LENGTH OUTLOOK RAFTER: FLOOR SHEATHING BASEMENT'WALLS, FOUNDATIONS & OTHER RAFTERS, L/6=180, AND R802.5.1(6), CEILING ATTACHED TO RAFTERS, L/A =240. SEE FRAMING PLANS CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500c CEILING JOISTS SPANS DESIGNED AS PER TABLE R802.4(2), LIMITED STORAGE ATTIC, LIVE LOAD=20 PSF, L/A=240. LS FLUSH MICROLAM STRUCTURAL NI OR LESS gd I Od 6"EDGE/ 12"FIELD SOLID FIRESTOPPING: HEADER, SEE FRAMING GREATER THAN I" i Od I Gd G"EDGE/G"FIELD BASEMENT SLABS & INTERIOR SLABS ON GRADE, 2,500 3,000 2,500c R802.3 FRAMING DETAILS. RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A INSTALL 2x SOLID WD PLANS EXCEPT GARAGE FLOOR SLABS ° TIE. RIDGE BOARD SHALL BE AT LEAST 1" NOMINAL AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AkT ALL ° BLOCKING BETWEEN DIAGONAL BOARD SHEATHING BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR I x6 OR I x8 VALLEYS & HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS & NOT LESS IN IDEPTW e EACH OUTLOOK RAFTER 2-Sd 2-1 Od WALLS D OTHER IWEAWERT CAL CONCRETE WORK 2,500 3,000d v,000 d THAN THE CUT END OF THE RAFTER. HIP & VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A LOCATE DIRECTLY OVER I"x 10'OR WIDER 3i-8d 3-1 Od � : IdP T EXPOSED TO THE 1WEATHER BEARING PARTITION OR BE DESIGNED TO CARRY & DISTRIBUTE THE SPECIFIC LOAD AT THE POINT. THE TOP PLATES & PORCHES, CARPOMT SLABS & STEPS EXPOSED TO d e,f d e,f MATCH DEPTH OF JOIST HANGER: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"or,AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3"oc AT THE PANEL THE WEATHER, AHED GARAGE FLOOR SLABS 2,500 3,000 ' 3,500 R802.3.1 CEILING JOIST AND RAFTER CONNECTIONS. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER,, AND OUTLOOK RAFTER SECURE FLOOR JOIST EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIRMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH THE NAILING SCHEDULE THIS SHEET. CEILING CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. FOR Sk 1 Ib/sq in = 6.895kPa JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED IN ACCORDANCE WITH NAILING SCHEDULE THIS SHEET WHERE THEY' MEET FLUSH HEADER W/ OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN JOIST HANGFR 011S9R APPROVED 1 I gT (a) STRENGTH A1T 28 DAYS PSI. SUCH JOISTS ARE PARALLEL TO THE RAFTERS. HURRICANE TIE: FOR 2x8 FJ OR 2• WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED#OF NAILS SHALL BE PE 11T D TO TO (b) SEE TABLE R2301.2(1) FOR WEATHERING POTENTIAL SECURE R.R. TO TOP LJS2 I-I Gd NAIL PER FOOT. 10 FOR 2x10 FJ_ B P # 37 ERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL PLATE, JOISTS CONNECTED HIGHER IN THE � PLATE & EXTERIOR -�`� (HATE• � /�- (c) CONCRETE INI THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. VddEIERE L 2 WALL STUD W/ 0 16" oc MAX AS /g/ , CONSTRUCTION SMALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. . RAFTER TIES SHALL BE A MINIMUIM OF 24 MFR'D BY SIMPSON 3• CORROSION RE515TANT 11 GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED. CHECK IPJE€OR AD�TIbNAL P NT � OR HURRICANE TIE #H2A ® STRONG-11E. SECURE d CONCRETE SMALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE 2"x4" NOMINAL, INSTALLED IN ACCORDANCE WITH THE CONNECTION REQUIREMENTS IN THE NAILING SCHEDULE THIS SHEET, OR 16 oc MAX AS MFR'D SHALL BE NOT LESS THAN 5% OR'MORE THAN 7% CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTER TIES ARE NOT PROWIDED, BY SIMPSON cMAX STRONG- W/ FASTENERS PER NIGH WIND ANALYSIS 765-1802 5 AM TO 4 PM FOR THE (e) SEE SECTION R402.2 FOR MAXIMUM CEMENTITOUS MATERIALS CONTENT. THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH MFR'S SPECS (f) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT ACCEPTED ENGINEERING PRACTICE. TIE. SECURE W/ (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED -IF THE SPECIFIED COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACCE IN RAKED OVERHANG OUTLOOKER FASTENERS PER MFR'S MISCELLANEOUS PROJECT DATA 1. FOUNDATION-TWO REQUIRED COMPRESSIVE STRIENGTH OF THE CONCRETE IS INCREASED TO NOT IESS THAN 4,000 psi. ACCORDANCE NTH THE NAILING SCHEDULE, THIS SHEET. TO GABLE END WALL SPECS FLUSH MICROLAM HEADER 0 FLOOR ASSEMBLY LOCATION: CP;;AR TIES SHALL BE A MINIMUM OF 1"x4" NOMINAL, SPACED NOT MORE THAN 4'-0" ON CENTER. WIND ZONE: 120 MPH NG PLtfMB ROOF DETAIL FLUSH MICROLAM HD R DETAIL DESIGNED EACCORDING WITH: WO)OD FRAME CON5TRUCTIO R403.1.4 MINIMUM DEPTH. ALL EXTERIOR FOOTINGS AND FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE AT R802.3.2 CEILING JOISTS LAPPED. ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3" OR BUTTED OVER BEARING :� ►1 FOR I * 2 STORY DWELL CONSTRUCTION 8 ELECTRI AL 3'-0" BELOW GRADE, ALL EXTERHOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND OR AS PER PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING MEMBER. WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTiANCE SCALE: 3 4 = 1 - 0 SCALE: 3 4 = 1 - 0 (CHAPTER3 PRESCRIPTIVE DEBT BE COMP E TO RAFTER THRUST, LAPPED JOISTS SHALL BE NAILED TOGETHER IN ACCORDANCE WITH NAILING SCHEDULE THIS SHEET AND ' NOTE; CONSTRUCTION SHALL MEET THE LOCAL JURISDICTION, BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST. REQUIREMENTS OF THE CODES OF NEW • ALL STUDS 0 2nd FLR YORK STATE. NOT RESPONSIBLE FOR R403.1.6 FOUNDATION ANCHORAGE:. THE WOOD SOLE PLATE AT EXTERIOR WALLS ON SLAB ON GRADE AND WOOD SILL PLATE EXTERIOR WALL MUST DESIGN OR CONSTRUCTION ERRORS. 1 SHALL BE ANCHORED TO THE FOUINDA11ON WITH rO (MIN.) ANCHOR BOLTS SPACED AT A MAXIMUM OF 45"oc. THERE SHALL BE _ , ALIGN DIRECTLY OVER THE A MINIMUM OF TWO (2) BOLTS PER PLATE SECTION WITH ONE (1) BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN STUDS 0 THE 1st FLR :;� , "; ';:. :: :.:......:w ;::;::',`,•`:< ;=r:: ;. a ':>;.:,;,:>.::.:•::: ::�, EXTERIOR WALL BELOW .......... LT DIAMETERS FROM EACH TEND OF THE PLATE SECTION. EMBED MIN. 7" IN CONCRETE. SILLS AND SOLE PLATES SHALL SHADED AREAS ARE EDGE BE PROTECTED AGAINST DECAY WITH PRESSURE PRESERVATIVELY TREATED WOOD OR APPROVED HARDWOOD AS PER SECTION ° GENERAL NOTES ENDWALL - (rn') >: ':. AREAS. EDGE AREAS ARE TO BE NAILED AT 6" oc* R319. SILLS AND SOLE PLATES SMALL BE PROTECTED AGAINST TERMITES WITH TERMITE SHIELDS FOR MODERATE TO HEAVY " TERMITE ZONE AS PER SECTION R,320. 2001 WFCM TABLE 3.28. 1, ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGW CODES CORNER STUD (T.O. 2nd FLR) - iv TO 4-0 IN FROM EDGE. AND ALL SUCH CODES SUPERCEDE THESE DRAWINGS. CONNECTED TO OVERHANGS ARE TO BE TRANSFER SHEAR '• �'=•'•'•`'::.. �•:., R406.1 CONCRETE AND MASONRY IFOUNDATION DAMPPROOFING. CONCRETE FOUNDATION WALLS THAT RETAIN EARTH AND 2. THE ARCHITECTS OR ENGINEERS APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH THE NEEW .••:,,...:-•:: L. •..•-•...:,t;;.•.:.:':.,•t.•;• � ::r:::•'--;..•...:..:..,'...........:.... •. .. .. . .. COIL STRAP TIES: NAILED AT 6 oc IN BOTH ENCLOSE INTERIOR SPACES AND FlL00RS BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOLING TO THE YORK STATE BUILDING CONSTRUCTION CODE. :.,.:,: ,;:.;. ,, t; ,.,.;,v.�...::. . , ,-•,..,:.::...•: .._: _,•;.•::.• ;,:., .. ;-.,,..,. ,,> 2-16d COMMON NAILS SECURE EXTERIOR WALL FINISHED :.�,.:,•.:. EDGE & FIELD AREAS. OF THE GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN �" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR �, 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. ANY � " ,,,;...,• ..,• , .,__........ . ...:•�•,.,.• .• , .. . .•.,.•....- - .. • • ,•: STUD 0 1st FLR TO WALL. CONCRETE FOUNDAk110N WALLS OR PARGING SHALL BE DAMPPROOFED WITH A BITUMINOUS COATING, 3 LB/SQ DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. EXTERIOR WALL STUDS ®4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY .: �� e OF ACRYLIC MODIFIED CEMENT, " COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887 OR ANY MATERIAL HOLDDOWN: - 2nd FLR W/ CS20 III _ r`? DO NOT PROCEED WITH PERMITTED FOR WATERPROOFING INI SECTION R406.2, AND OTHER APPROVED METHODS OR MATERIALS. OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF HIS/HER KNOWLEDGE. INFORMATION AND BIELIEF HOLD# CAPACITY AS - 1-1 4" x 20 GA. COIL '"=n' LL PLUMBtN FRAMING UNTIL S/ _ SURVEY MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVAl10N CODE. ` VV PER 3.17E PERFORATED 'kiF GREATER THAN 2'-0" ATER LINES N�:�,' OF FOUNDATION LOCATION 5• ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN STRAPS AS MFR D BY ;,;.,,. . ,�, ,_._ R406.2 CONCRETE AND MASONRY IWATERPROOFING. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVER SOIL-WATER SHEAR WALL CAPACITY ?'r '` ^ .T{I�ua BEFORE CO -;? y H F SIMPSON STRONG-TIE. BUT LESS THAN 4'-0", ,.:+;' AS BEEN APPROVED. CONDITIONS ARE KNOWN TO EXIST„ EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH & ENCLOSE INTERIOR SPACES & FLOORS CONFORMANCE WIT THE CONTRACT DOCUMENTS AND MANUFACTURERS SPECIFICATIONS. ..., " * ;„ 6. IT IS INTENDED THAT THESE DRAWINGS SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE (WORK INSTALL 0 EACH STUD 0 NAIL 3 oc NON-SHADED AREAS ARE BELOW GRADE SHALL BE WAIERPRIOOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. WALLS SHALL BE N"9Ea , WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 2-PLY HOT-MOPPED FELTS, 55 LB ROLL ROOFING, 6-MIL PROPERLY. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY 16" oc MAX W/ (3) 8d '' -�' FIELD AREAS. FIELD J�ALCOMMON NAILS IN EACH `?t`� ': ,°_ ,;; . : �EID �',lT �(T BEFORE AREAS ARE TO BE NAILED POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL FLEXIBLE POLYMER CEMENT, �" STALED OTHERWISE, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND OPERABLE. CORNER STUD HOLDDOWN DETAIL - '' ' ' I . ..AtTa cdUc,CUPANCY AT 12" oc NOT INCLUDING g END :.. . CEMENT-BASED, FIBER-REINFORCEED, WATERPROOF COATING, OR 60-MIL SOLVENT-FREE LIQUIE-APPLIED SYNTHETIC RUBBER. OVERHANGS). PLUMBING NOTES 4 STUDS 0 ALL 4 CORNERS FLOOR TO FLOOR CONNECTIONR408 AEfi USED IN WATER SIDEWALL ( j MINIM CRAWL SPACE VI SQUARE VENTILATION OPENINGS THROUGH FOUNDATION WALLS AT CRAWL SPACES SHALL HAVE A 1. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL AND OTHER CORNER HOLDDOWN DETAIL suPPILYSYsr.F�CANNOT MINIMUM NET AREA N 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF FLOOR AREA, AND ONE OPENING SHALL BE WITHIN FLOOR TO FLOOR CONNECTION E ,t r� 3-0 AUTHORITIES HAVING JURIDSIC110N. ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING t� o ' " OF EACH CORNER OF BUILDIING. WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF JURISDICTON SHALL BE GOVERNED BY THE NYS PLUMBING CODE, THE COUNTY HEALTH DEPT, BEST PRACTICE AND SCALE: 3 4 ) = 1 ' - 0" J SCALE: 3 4" = 1 ' - 0" VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SF FOR EACH 1,500 SF OF UNDER-FLOOR SPACE AREA. PROVIDE MANUFACTURERS SPECIFICATIONS. MINIMUM ACCESS OPENING OF 18" x 24" AT CRAWL SPACE. 2. EXTEND PIPING, SOIL, WASTE, AND VENT LINES AS REQUIRED. CONNECT TO APPROVED SANITARY SYSTEM. 3. SHEATHING ATTACHMENT DIAGRAM � a --DIMENSIONAL WD OR N 0 SCALE `�° - " 1 ALL DRAINAGE PIPING SHALL BE RUN IN EXTRA HEAVY CAST IRON PIPE SIZED AS SHOWN ON THE DRAWINGS OR AS MICROLAM BEAM, SEE "`"��� R408.3 UNVEMIED CRAWL SPACE. CRAWL SPACE CAN BE UNVENIED WHERE EXPOSED EARTH IS COVERED WITH A REQUIRED BY CODE. COIL STRAP TIES: CONTINUOUS CLASS 1 VAPOR RETARDER, AND ONE OF THE FOLLOWING: CONTINUOUSLY OPERATED MECHANICAL EXHAUST 4. PITCH ALL DRAINS AND BRANCH VENTS MIN. 1/4" PER FOOT. FRAMING PLANS VENTILA11ON OR CONDITIONED AIR SUPPLY SIZED TO DELIVER AT A RATE EQUAL TO 1 CFM PER 50 SF OF CRAWLSPACE FLOOR 5. NO PIPES, EITHER WASTE, SUPPLY OR VENT. SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE. SECURE EXT. WALL STUD �.. �� $ P 1. I TO RIM JOIST & SILL AREA, INCLUDING AN AIR PATHWAY' TO THE COMMON AREA, AND PERIMETER WALLS INSULATED IN ACCORDANCE WITH SECTION 6. PROVIDE AND INSTALL PROPER INSUL�ITION ON ALL HOT AND COLD WATER AND SANITARY PIPING. -,�„„,,,. �� �� ��� I � � ��� I��� UNLAWFUL I �� �� N1102.2.8, OR AN UNDER-FLOOR SPACE PIENUM COMPLYING WITH SECTION M1601.4. 7. PROVIDE AND INSTALL ALL PIPING REQUIRED FOR HVAC SYSTEM. PLATE W/ S2O 1-1/4" CLG OR FLR JOISTS SEE -�� l 1 #- j?-d�� yYFUL- 4��N "4' �� x 90 rR' BYr.01 STRAPS ' a ITH„BUT CERTI c R408.4 ACCESS. PROVIDE MINIMWM ACCESS OPENING OF 18"x24" AT UNDER-FLOOR SPACES EXCEPT THAT IT MAY BE 8 ALL FIXTURES TO HAVE 1/2" SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBIER TO AS MFR'D BY SIMPSON FRAMING PLANS .�-� p I I I FICA,T r VERIFY ALL PLUMBING REQUIREMENTS. 16"x24" AT EXTERIOR WALLS OR BELOW OR BELOW GRADE. 9, STRONG-TIE. INSTALL 0 PIPING MATERIALS SHALL CONFORM WITH NYS CONSTRUCTION CODE. T.O. 1st FLR I BEAM HANGER: - ('j s-� �R A P��,s EACH STUD 0 16" oc ': , e , 10. ALL PIPING TO BE INSULATED AND LOCATED SO AS TO MINIMIZE NOISE. MAX W/ (4) 8d COMMON '• j', SECURE JOISTS TO GIRDER WOOD FLOOR FRAMING DESIGN. ALL FLOOR JOISTS, GIRDERS AND HEADERS TO BE DOUGLAS FIR-LARCH #1 WITH THE MINIMUM 11•PROVIDE AND INSTALL LEAD OR LEAD-COATED COPPER PAN, COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE:. ALL NAILS / STUDS OR HEADER W JOIST � �46ae VALUES: Fb(SINGLE)=90OPSI, Fv=90 PSI, Fc(PERPENDICULAR)=5200 PSI AND E=1,300,000. MOISTURE CONTENT NOT TO SEAMS CONTINUOUSLY (3) 8d HANGER #GLT OB }iGLT EXCEED 19 PERCENT. 0 RIM JOIST & (3) 8d AT BEAM HANGER AS MFR'D pp No. Issued To Dot N FLOOR JOIST SPANS DESIGNED AS PER WFCM T.2.7A & 3.18A FOR RESIDENTIAL SLEEPING AREAS, LIVE LOAD=30PSF, ELECTRICAL NOTES SILL PLATE (WRAP UNDER BY SIMPSON STRONG- THERESA McCAftTY, RA L/^=360, AND TABLE 2.8A & 3.11813 FOR RESIDENTIAL LIVING AREAS, LIVE LOAD=40PSF, L/A=360. PLATE) TIE. INSTALL PER MFR'S GIRDER AND HEADER SPANS DESIGNED AS PER TABLE 3.22A-E FOR GROUND SLOW LOAD=20 PSF. 1• ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST EDITION). UNDERWRITERS SPECS (DEPTH E BEAM Drawing NO. LABORATORY, KEYSPAN, AND ALL CODES AND AUTHORITIES HAVING JURISDICTION. HANGER TO MATCH THAT 24 FIRST AVENUE R502.4 JOISTS UNDER BEARING PARTITIONS. DOUBLE JOISTS UNDER BEARING PARTITIONS THAT ARE SEPARATED TO PERMIT 2• UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL OBTAIN AND PAY THE FEE FOR A CERTIFICATE FROM THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS FOR ALL WORK. of JOISTS) EAST ROCKAWAY NY 11518 THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL SOLID BLOCKED WITH 2 BY LUMBER SPACED NOT MORE THAN 4'-0" 3. CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, CIRCULATORS, ETC. OC. 4. PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR EXHAUST FANS. 516.887.0051 R502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON JOISTS TO FLUSH WOOD OR MICROLAM Dote Scale Pro j. No. Revision Date WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE OR MASONRY. JOISTS FROMAING FROM OPPOSITE SIDES OVER HOLD DOWN DETAIL 0 FD'N WALL GIRDER OR HEADER A A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 10d FACE NAILS, OR METAL SPLICE. JOISTS FRAMING INTO THE :31DE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2". HOLDDOWN DETAIL @ FD'N WALL �I JOIST TO FLUSH GDR/HDR DETAIL SCALE: 3 4" = 1' - 0" I 0 SCALE: 3 4" _ ' - "1 • li 2J" 1 !>tiAX. 12" MAIL 12"MAX. 2J" �\J MAX MAX. ANCHORS: i r APPROVED METAL ANCHORS AND BOLTS AT 12' O C• ® O O MAXIMUM AND 2-112" IN FROM EACH CORNER. p......__.-....s,......N.........�. ,,, � ,I RFllEVEPRESSUREHOLES• DRILL 4 HOLES IN THE CENTER OF THE PLYWOOD J �s R301.2.2.2.1 Weights of maiterials Avera ;; ; ,, I g ge dead 4 " -- ; SHUTTER IN ORDER TO RELIEVE PRESSURE DURING A - ►� 2 k"'' loads shall not exceed 15 pounds per square foot O " I l t O HURRICANE. Ll> �7 MF P P q i i III T M 6r i.t 4* . (720 Pa) for the combined roof and ceiling assem- blies (on a horizontal projectiion) or 10 pounds per - - �, I, f ' I n v� �h" � I i ' _ STORM SHUTTER: square foot (480 Pa) for floor assemblies, except as ,I ' ; I I 5/8 THICK EXTERIOR GRADE PLYWOOD STORM i+ further limited by Section R3101.2.2. Dead loads for ® , , I 'I SHUTTER. LABEL EACH SHUTTER IN ORDER FOR THE walls above grade shall not excceed• COIL STRAP TIES: I ° ° _' i OWNER TO KNOW WHICH DOOR AND WINDOW 1HE SECURE EXTERIOR WALL SHUT7ER WIl BE USED FOR. STORE THE SHUTTERS 1 r-T-------------- 4 1 --- - --T 1. Fifteen pounds per squtare foot (720 Pa) for � STUD TO MICRO LAM � ;; � 0 0 AND BOLTS IN A DRY ACCESSIBLE PLACE:11 y, exterior light-frame wood walls. ? GIRDER WITH #CS201-1/4" O SMALL DASHED LINE INDICATES: 2. Fourteen pounds per sgluare foot (670 Pa) for X 20 GAUGE COIL STRAPS I ', WINDOW BEYOND. exterior light-frame cold-farmed steel walls. AS MFTR'D BY SIMPSON I I 3. Ten pounds per square :foot (480 Pa) for lute- STRONG-TIE. INSTALL AT ® � I Jp1y? H�v►�cR SEE SINGLE PLYWD. SET SINGLE PLYWD. SHEET FOR SHEET FOR I - nor light-frame wood w alis. WITH 6 8d COMMON NAILS '� �� � 1 ,, n t ? D 16 O.C. EACH �Z It AILS I I ' ' I I ADDITIONAL NOTES ADDITIONAL NOTES 4. Five pounds per square foot (240 Pa) far rote R ,, �_______�____ _ _ _ ,, .01� �, Po P q IN EACH END. 1 --------------- - - - --' rior light-frame cold-formed steel walls. �- --------------- - - -_ ---' _.. . (� I - 1 t ° r SOLID FIRESTOPPING: O ® 8 ° ° 5. Eighty pounds per square foot(3830 Pa)for 8- y °,° o a INSTALL 2x SOLID WOOD inch-thick(203 mm)masonry walls. BLOCKING BETWEEN EACH 6. Eighty-five pounds per square foot (4070 Pa) F.J. LOCATE DIRECTLY ELEVATION-SINGLE PLYWOOD SHEET ° CA. for 6-inch-thick(152 man) concrete walls. UNDER THE BOTTOM LIJ ' t PLATES AND MATCH DEPTH _ _ o, Vxcep�tions: l ° ° °-- ---- IFOPENING IS LAF.GERTHANONE SHEET OFPLYWOOD -- ------- -- ---- --------- - - -_ '� ' OF FLOOR JOISTS. ° _ ° °__w_ ____° �•-• I .�_.a 4 ---- -- 1. Roof and ceiling dead loads not exceed- ! SECURE 2X4 BRACING AT MIDDLE AND BOTTOM OF -- ° ° - --- a - - �t t i3�r 51M1�rN �rlr�Jc TIC - I PLYWOOD EVENLY SPACED, WITH 771E 2" SIDE _ �a� j;Wr��I GctlsTl�ucTlvr� i ing 25 pounds per square foot (1190 Pa) TWIST STRAP : ATTACHED TO THE INSIDE OF THE STORM SHUTTER. shall be permitted provided the wall bra c- / TIE 2ND FLOOR EXTERIOR ATTACH THE 2X4'S TO THE OUTSIDE OF THE STORM 4 Gtr�Txi�i rE t � ZX�t/�+° HL, oar- ��� r�.►� 1-� ing amounts in Chapter 6 are increased in WALL TO 2ND FLOOR SHUTTER WITH 10 GAUGE GALV. WOOD SCREWS accordance with Table R301.2.2.2.1. _- _ _ _ _ _ PosT c1w JOISTS AND 2ND FLOOR BEFORE INSTALL THE SHUTTER ��/�J;oTID JOISTS TO 1ST FLOOR ° ° ° ° ° -� Ind �M�la1 2. Light-frame walls wwith stone or masonry I -.}�� �� , }�,�. Pam; ' EXTERIOR WALL WITH ) , veneer shall be permitted in accordance ELEVATION-MULTIPLE PLYWOOD SHEETS with the provisionls of Sections R702.1 LTS12 @ 16" G.C. PAAX. andR703. AS I,�IFTR'U B SIPAF'SGf� -4 3�zx?�/� W�PST I S 2ND FLUC)R .,T�a�,c-T!E- _cu�E °i 1 ' 3. Fireplaces and chirnnteys shall be permit- WITH TH FASTENERS TE(`:E R S PER f ! SETBACK s led in accordance with Chapter 10. 11 M F TR'S SPECS. TABLE R301.2.2.2_1 i I ?PIIF'- �� i2' � FTF' �+ WALL BRACING ADJUSTMENT FACTORIS BY ROOF COVERING 'S H' U DEAD LOAD" I f` DETAIL �{- �'-� �-�� � �-r-o TT - •- i SCALE: NINE ROOF/CEiLINIG ROOFICEILiNG. _ _.__..__ - --�-�--�--�•-�----�� - i; ; - DEAD LOAN DEAD LOAD ? Cps ` 4a USA t4 spx2 !- WALL SUPPORTING 15 psf or less 25 psf G� 4 j Roof only 1.0 1.2 Roof plus one story 1.0 1.1 - i1"•f+I�I �TON>:.ahj �t-TOr� j ./ ..'ri., l; x.T fir-_-.{- LATH - TABLE R301.5 , ,�,�,, _� �ys,�s „ ', r= .��`' -� I" • MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD s : _ ;; I'/� Ih�".i Attics with limited stora eg'h 20 ':' H�/�bTaI-I- RaM ,p�Al (r�ptcd.L� g ��`, � F�l l-lr�a iK� Attics without storage b 10 ';>. Le-TA 12.W tT�A S -toTAt of Iv lad Decks' 40 ' coMMot-a} / i Exterior balconies 60 Fire escapes 40 - Guardrails and handrailsd 200' �TR°^t�,TtE. cU ;'t r 4;; Guardrails in-fill componentsf 50' 7-or-i1-4eANe�-tAe--k- 1 Passenger vehicle garages' 50a jd '2 c,�iA�a _ F�Uitz.�r> L.L W Gib M i=M i�� -C t t T �M� i t-1 l-U-tT. T \ -)Z --"f i l�_ J, .;? T� Rooms other than sleeping rooms 40 uz E. & ®A�to 't;�AlI.�FAsT>=�'raWITH G�NG�1�7i% MST �>✓ 1�sE�-�Ti�� ,. �" s ��r�1 Sleeping rooms 30 T�TF-.t� cz `\ , rad x I'I2 �o Jols EACHsTtJL d Rit'I + Stairs 40° �ej �M 1 ,T� 2 . W wl�r1��. � (r19AM 11-46 Ip t�G.-}'IMF>� �/isTh� �- Ugh Z-h-i A� c�F' �-I"n l r-11.�`�`; -•�F�.l. . CI�1�T R301.7 Deflection. The allowable deflection of any struc- I r - Cj T-F-AFr E� I f� T I'I T E" ,+��. A I rlc T 'Go�vS I o1•4 1=tz01=t 2X la I.�DCoG��z>�P i� I.1�I/z t�i�, LAB tural member under the live load listed in Sections R301.5 : - I���T -- r rx E t,Y � � �� i,�F T p S� Iz-� �� W �. �-I and R301.6 shall not exceed the values, in Table R301.7. :- A : ' � �TsW I T H ST.+�It 1L � ( ( 5 > w� ; 'h T+1r11!�N l��ora,a / -' t� ST��L .U>I-IN G Try c�NLT, H�DG_ TABLE R301.7 W/.Z I-JAX PQ�-11D& NN I-�Tat'� o1 1L.� f v Fnsr - r�I L'(�115 r o t atll� -- l ! ALLOWABLE DEFLECTION OF STRUC"TURAL MEMBERSa,b,c i F , ALLOWABLE 1 r STRUCTURAL MEMBER DEFLECTION C�17 stagger fasteners - `I'13�5 � '.©.G_. Har-I'S ? �� O Rafters having slopes greater than 3/12 with mo fin- L/180 N '>= in 2 rows tT`f i'IC�t .. -_... „ Z ished ceiling attached to rafters OO © 5.5"min.for 2x8` *Distance can be reduced to 4.5" Int'rjior walls and partitions 1l/180 5"max. J ' 6.5"min.for 2x10 if lag screws are used or bolt �j Oa45AS I 5 mm for 2x12 +. p 5 C.:........ ....7. spacing is reduced to that of - _- J` e w C`� Floors and plastered ceilings L/360 ®�N� 1 p ` ( I la screws to attach 2x8 ��� ledgers to 2x8 band joists 1/2" All other structural members L/240 _; 2' min. lag screw,thnr-bolt,or stacked washers not ermined .' 3/4"min. permitted) U Exterior walls with plaster or stucco finish H/360 > ;= . ledger anchorwith washer a G 520 13Y,s i Ntl�s atil - I' y Exterior walls--wind loads'with brittle finishes U240 ' sT�t� 'I J I -�r�I"-,�,. p N I I a 14TOtL Thru-Botts Minimum spacing and embedment length shall be per Exterior walls-wind loads with flexible finishes L/120 ;Y :;;` _ - - Thru-bolts sh'3a11 have a diameter of/z'.Pilot holes for the manufacturer's recommendations.All anchors must `p °s''t ''• thru-bolts shaall be"/3Z"to'116"in diameter.Thru-bolts have washers. 1r a, require washters at the bolt head and nut. Lag Screws II c Expamion amd Adhesive Anchors Lag screws shall have a diameter of Y?(see MINIMUM 3`�IS d • Use approve(d expansion or adhesive anchors when REQUIREMENTS).Lag screws may be used only when o attaching a ledger board to a concrete or solid masonry the field conditions conform to those shown in Figure wall as shown in Figure 15 or a hollow masonry wall 14.See Figure 20 for lag screw length and shank requirements. lag crews shall be installed with with a groute"d cell as shown in Figure 16 Expansion requireme A.111 s p �.- N � and adhesive;anchor bolts shall have'diameter of%', washers. ` I ( AT ��f'-� �----� - - ,� L ILag Screw Requirements +�1%T�.t I, AT G{>LrJM N Eh l USE. IS-lbdf.l/a _ {NN lag screws must be hot 1 Z Z dipped galvanized or i m stainless steel only 6'-0"maximum s between posts I i . -n o : . screw must penetrate U I stair guard s required for stairs with a tot' rise of " _ ry beyond band board +� 1-1/2"shank length must extend through I 30"or more;see GUARD - V oft 'e- "^tFF+++ a minimum of 1/2" I (`l, �Y .� (no threads) existing band board REQUIREMENTS for ! to j more information /-; _ 0 I F- o`_ Lag screw imstailation requirements:Each lag screw The threaded portion ofthe lag screw shall be inserted /1 shall have pillot holes drilled as follows: 1)Drill a%2" into the pilot hole by turning.DO NOT DRIVE LAG I Z 0 diameter holee in the ledger board,2)Drill a 5116' SCREWS WITH A HAMMER.Use soapor a wood- stair guard height; : , W e 34"min.measured 4: diameter hole;into the band board of the existing house. compatible lubricant as required to facilitate tightening. from nosing s step E3 t C) = m O - - ------- -- DO NOT DMILL A'/s"DIAMETER HOLE INTO THE Each lag screw shall be thoroughly tightened(snug but Q BAND BOAIRD. not over-tightened to avoid wood damage). W a �1< ---- - ---- --- ___ _ - --- - Openings for required guards on the- Triangular opening shall > U O sides or stair treads shall not allow not permit the passage < 0 a sphere 4" to pass through, of a 6"diameter sphere. ^(;1-0AF'► ) ��T � 100 tDE.,TA I L. ►moo rZ6,l-I o rZ a, GRADE ---- i _ 5To F-r-1 PF-A I I�AG F c:pH(� 1�"�T" _ x --- LZ I2 oc� O I - - � MhX 244 !,MIN. 24' REINi=. GONG. SOLID �l©LUMP = (# I�tt:1�t.L� (1S.F��•a.� (1zJ+4aF�F T=A, re IZ, - -�.. _ �' DOME DROP O:.m m V® L.0 HfE - .'Ii l� Li'„ U� 1-r TEE in cn o In . L�,5 E ' - o L.J-,E(,zV REINS. GONG. STORM � �`� � `. . � m r o f= m I DRAIN RING (I) lam'-r7 ral x, Z'-3'' b, U D t._a � el_ J 2�,� : - _ ® m (2) Cn -o D IA, x 3 -(� I7, �7TP€=1-t f7� .f 1�1�� = I:50 4 /.0 �T' (j � �_o. t�I�.x �F o �r�M 1:> u= FT' -I RI X i X M B O ® M ToTLc�L �'T [V fx 1--,T _ _ _. . ..... .... _ ter`1 r_kl � . Lv = - •. m 5To ooL J Izrr P 2 ' m /".{Z4.�/"'c-2 ...( I .Lz�: J I N�.0(�I f`l i I� v' F 1`'-NAN c-• ) _ s G.�L4UL•aT) / I NOTE,CAPACITY OF SEPM,TANK 1000 GALLONS i 1 L m c� In ,Vo L_U I�t i✓ = (pA 11-4 EA-L-4,) 12 C.x C}�IJt-1! F� � GTa SEPTIC, TANK DETA I L m m \/o L IJ M C = .I P37 G La F-T 2 STGtzY F RAM G NOTE. PITGM OF PIPE BETHMN EUR-DR46 AND m r--n O fL=] m i ++ q I 1 �j,!I l.r�l 11C. (GAR�A,�Co F� 5EPnC,TANK 15 V4'/FL i m o � m GRAVEL 4 5AND r'�`r f�' ,�• Z�l Z) ( S I�o :�F) ( ,�� ( I 1 Air isr S Tub "o`�e ,ors r' LOSE DUMMr RIN65 To GRADE w tzEQull� m L< ir�t� `,-� �1 �� ., 1 �S � f�� :• v,�£�tJk-��Y�at� G FT H � � ? \ \ to �j12rf,v� ��F1'I G••tom!•-iIC. Lei✓ , oe-,�5,=��c�Tf.��.T�� • � C IMPERVIOUS, Q � ... t "i�LII'7 t�i"I� S'•E Gi.J{=T �• �. Q � 501E (1 Co 2.�3 1=T C1 ExISr �> -- ,, _ f,o'pi x 3��° sro,7-M I (1 a_ JAI r Cam. GJ 1=T `1�-�ro�� 1` r . - in 0 171A o D, STOP-► li1s 26,7.E - j T_ (2) > ` t PT. -.. -t'oT�L �/o.l:U0i✓ ��1 tz�U t, �i-3, ' I' MIN. 2T1AX. 5)=GTION ' , SOLID DOME / . I ---- _._.. �_._______--_ ---.. .__• ____ _ � EXCAVATION �L✓Mo� - � � . . � .. tL f 1,40 '-�Z)TQ f 2-. r-1 D 1A I N rD�,-- _rA i L l. Excavation shall include the removal of all materials of every kind or nature which may be required for the execution - -- - - .. _ of the work. Excavation shall include the removal of all rock, boulders and other obstructions up to 1 V2 cubic yards in FR�I �r oI_I <a�nr>r= ; i I I �-3 [;x15T'� 0 v m 00 �`` size. Excavation will not be considered completed until approved by inspection. f7AT1a 5H Erg I o 1 _ III r I �'� �- N m Q 2. Excavate to grades as shown on Drawings. Where excavation grades are not shown on the Drawings, excavate as _ sEE cA+�u� +��� required to accommodate the installation. Leveling: Remove all ruts, hummocks, and other uneven surfaces by �'Iaol'�SG�' �'� p-1 �' 1 �- A--fMAAI✓r PPI-F-WA-f- ' MIN. surface grading prior to placement of fill, i'A.T-I {n�) rJ, , 1 N c>2� „ ISROUNDKATER Cx 1 U so2 3 3�' E 3. Where depressions result from the removal of surface or subsurface obstructions, open the depression to equipment o '3.Q G► rJSPooL METAL L. working width and remove all debris and soft material as directed by the Architect. �� �° �' 1 1 NOTE: PITCH OF PIPE BE17^l13Ti SEPTIC TANK I o 0 0. .40,-t E � � 'a \ - 4. Furnish all facilities and materials needed to prevent the earth at bottom of excavation from becoming frozen. _ 3o i -r AND CESSPOOL 15 I/4'1 FT MIN. cP�� 7- USE DLt4W RINGS To CRAM wt E SIRED 5. Excavating for Footings ..;_.,..:", A. Excavate for footings and foundations only after general site excavating, filling and grading are complete. ��"' I `t� r Y w�H r B. Verify that all compaction is complete and approved prior to excavation for footings. DEMOLITION NOTES - C. Excavate to the established lines and grades. Cut off bottom of trenches level, and remove all loose soil. Where x (IF APPLICABLE) soft spots are encountered, remove all defective material and replace with lean concrete or compacted structural G 1 1. Demolition work shall be done in strict confolrmance with local, state and federal regulations, fill at no additional cost to the Owner. Includingall permits and utilit cut-offs. ------`-- _---- -- - - "�- �� p y D. Allow a sufficient distance from footings and foundations to permit placing and removing concrete formwork, Plat 2. Perform all demolition work. in accordance witth the regulations of AN51A FPA 241-1915, I_ _ p�Y���U- � installations of services, other construction required, and for inspection. - �-v � buildin construction and demolition o eratiions or as required b local munici alit . _ _ - _ g g take care not to disturb bottom for excavation: I o ` \ p � g g grequired- _ y� � y E. In excavating for footings foundations,on , 3. Provide all tern ora barricades,railing, li Phtin ,etc. to protect the workmen. 1. Excavate b hand tools to final grade just before concrete is laced. - Owner's/Client's personnel and all others from) inquiry due to the demolition work Provide 2. Trim bottom to required Imes and grades to leave solid base to receive concrete. 3. Where bottom of excavation has been disturbed or otherwise unsuitable to properly support foundations in the r:ni i,rvc,-rA free and safe passage of persons to and frcom areas and facilities which are to remain. yr Provide watchmen as required. opinion of the Soil Engineer, whether due to freezing, poor workmanship or errors, these excavations are to �� �6 4. The Contractor shall at all times provide prortection against weather - rain,wind,storms, frost be carried,to a lower depth, sufficient to provide stable bearings as determined by the Soil Engineer, at �vya L e, l i�poa, ,�� -� psi. 10 or heat - so as to maintain all w materials equip and fixtures free from damages- Contractors expense. �h,�,�r:5x^4 �� - ' ' ,, g F. Under footings and foundations fill over excavated areas with concrete by extending the indicated bottom , �«�� ` SIFT Fr-__� I I.I rr+ STcuW tarrl� % Y \ Repair any damage to property of the Ownea'/Client which is to remain in use,or that of any r�Ll=ill-� 14 FFajTo � \, elevation of the footing or base to the excavation bottom,without altering the required top elevation. / '� _ hz,,,,,11r -I•eM�o,���•.� � �" I - person,or persons on or off the site causecN the demolition work without additional o 1. Backfilling for over excavated areas shall be performed at no additional cost to the Owner. expense to the owner, I L,1 1 r N G W I T -_. _ Tf: 5. Perform the demolition work in such a manner .as to prevent fires. Remove all accumulated 6. Spoil and Borrow Materials �� _ ___ " �, ' � _ _ `v �I�- r►�I �� �I�T�D ���#=1�--t a ►�� -- - ----. -._- -_- - -- " • ., ,,-• _l i.fC-K-1%-n ���L.ai-�-•I G,�.�'�1�� �t i t-1 4' * debris,promptly. Disposal by burning will not be permitted on site. All debris shall be A. Dispose of unsatisfactory excavated material and surplus satisfactory material, away from the site at disposal 3 1 1 areas arranged and paid for by the Contractor. .. I-1SiP =r.STIR�-i 13 :1.�5irTiL disposed of in a legal workman-like manner. f xfsT \, F-A I H F�I.L.,-4- }zr__Mo,/._ 5515 I s B. Obtain material required for fill or embankment in excess of that produced within the grading limits of the Work y lA-r� o1-►f- 6. All salvageable materials and equipment incltuding fixtures, furnishings and decor items shall 1 �1.�� 13�L:C •A'r T�l�o� SLo� from borrow areas. + I N_�4 ►�r�J-�-I I•�/ �I�--�� -r t�r�T L� a8 U TT I�I� be stored and protected from damage until the Owner/Client determines the course of action - - - p g C. Cost for borrow materials, includingall trucking costs shall be included in the Work of this Section. 150, 00 .5 r• bJ�'-F H 1" tAl.� to be taken with same, g D, 00 I N'14-7"10'2Q?1✓ 1. Protect and maintain existing utility lines whicth are to remain in service in such a manner as 7. Do not place, spread, or roll and fill material during unfavorable weather conditions. Do not resume operations until 0 __=: o to avoid interruption of these lines. Ca all utilit lines terminated b the demolition work in ° 5r� IF A��Q`� '� -- p g y p g jurisdiction. r't►p p y y 'store content and fill density are satisfactory to the Architect. ar��ar•�-�r1� .� a manner approved the governmental autl~iorities and utilit companies having moisture 8. All existing ductwork electrical equipment, eitc. In areas to be demolished shall be protected 8. Provide berms or channels to prevent flooding of sub-grade. Promptly remove all water collecting in depressions. and relocated as required according to fiend conditions. 9. Where soil has been softened or eroded b flooding or placement Burin unfavorable weather, remove all damaged 15. Provide Provide dust-tight partitions between areas� where demolition work is being performed and Y g p g g LA o F;.,oA r areas which are finished or in use. areas and re-compact as specified for fill and compaction below. VEL �✓'re� 10. Leave each area broom clean upon completilon of work each day. ` � ���,• , ,� 10. Protection 11. Remove all interior finishes down to the o,,sed framing throughout and are the existing 4 APPROVED AS NOTED 1 '+tt, exp g ug prep g A. Barricade open holes and depressions occurring as part of the Work, and post warning lights on properly adjacent ,- surface fora application of new finishes as selected b Architect/Owner/ to or with public areas. Operate warning lights Bolin hours from dusk to dawn each day and as otherwiseFLOT _ ._ _ ._ _.__.-.__.._ .__.. .._.__.__ t' t pp y p p g g Y - _ a - DATE__.B.P.#" 12. Patch all existing finishes to remain that are aiffected by adjacent demolition work Match required. : ,> �.. Z 1 4- B. Protect structures, utilities, sidewalks, pavements, and other facilities form damage caused b settlement lateral �* materials, colors, etc.to the satisfaction of tl�he Architect/Owner/Client. P g Y f (�T 1�Lr� T�kQM U�''�� �h'-i~.I��I? D �Y IT+��I� t�i�T1�1 I ^t BY -� o �,�a :,' Client, movement,washout, and other hazards created by operations under this Section. LA N U Iz I-,,,,,YI-t,:, i::) , a , 2G,1 I tic -IFY BUILDING DEPARTMENT AT V;�. ' 1,;7•1802 8 AM TO 4 PM FOR THE O 13. Provide all necessary temporary supports asp may be required prior to the installation of new 11. Filling and Compaction FOLLOMNG INSPECTIONS: structural elements required by the demoliticm work shown hereon. A. 'Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious matter from ground surface 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE V 14• The existing -sprinkler installation shall be rc)tected from damage during demolition prior to placement of fills. Plow, strip, or break up sloped surfaces steeper than one vertical to four horizontal so a-' .�.. p g g 2. ROUGH•FRAMING,PLUM RING operations. that fill material will bond with existing surface. -1-�,�, a� j� NY STRAPPING,ELECTRICAL&CAULKING ,� 0 15. and all conditions not shown hereon and uncovered in the field shall be brought to the B. When existing ground surface has a density less than the specified hereunder for the particular area, break up the 3. INSULATION ug 51 fJ'&L t_ rA-.i I L-f .(zI " I rZ- �I o r` attention of the Architect: immediately, prior to any action involving same, ground surface, pulverize, moisture-condition to the optimum moisture content, and compact to required depth 4. FINAL-CONSTRUCTION &ELECTRICAL lb. All existingelements to remain s protected during hall be d d dl and percentage of maximum density. G 1' # I ooG - 5� -o - 2�}. I MUST BE COMPLETE FOR C 0. p gemoition. C. After sub-grade compaction has been completed, spread approved fill material in layers not exceeding eight ALL CONSTRUCTION SHALL MEET THE 11. Buildings, structures, or other facilities to be demolished should be removed to 3' below inches in uncompacted thickness. Water or aerate the fill material as necessary, thoroughly _ ' LJ I rZErj REQUIREMENTS l [`THE CODES OF NEW ,, and thorou 1 mix to obtain I TF�� 1-�-�� ' Yi7aK STATE. N0�'FtE5�0ivSIgLE FOR finished grades. It is good practice to remlove all glass in windows, doors,skylights, and moisture content,which will permit proper compaction. l�T AP-F-',� yD,roc, cxz F r /}O�24'2 �T -� O bESIGN OR CONSTRUCTION ERRORS. fixtures before commencing actual demolitiorn. Where cranes are used For demolition a D. Compact each soil layer to at least the specified minimum degree. Repeat process until plan grade is attained. FT N Lai W 1 rJt'H. I r o safety zone should be provided around the, demolition area. Any use of explosives in E. Do Not place backfill or fill material on surfaces that are muddy, frozen, or containing frost or ice. LD T r� T+i i l �1- 23�, I!n y demolition operations must have the prior approval of appropriate local governmental F. Place backfill and fill materials evenly adjacent to structures to required elevations. Take care to prevent wedging [L' individuals, trained and experienced in the wse of explosives for this type of work Unusable action of backfill against the structure by carrying the material uniformly around the structure to approximately 6_5 r floors,slabs or structures that will remain after demolition must be broker) up to permit the same elevation in each lift. G. Where the construction includes basement or other underground walls having structural floors over them, do not �f�1-1T"�"�� �T S I Fr O 6drainage infiltration. Remaining basement openings should be filled to facilitate drainage and �1DE --rAI� Is FT �4I �-t- Z Z preclude ponding and erosion. i backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. �� 5C2 5 I rT < 18. It is essential to maintain safety and cleanliness during demolition and site work Throughout 12. Degree of compaction requirements: ('y demolition and site work dust control and other measures to minimize air and/Or noise A. Structural fill: Density all structural fill, including recompacted existing fill and backfill, to a minimum degree of T- AX 00 pollution and/or litter should conform to applicable government standards. Precautions compaction of 90%of the modified proctor density. `t� T- •=+ should be taken to prevent concrete or mortar washings, sand grit, dust or an other foreign La T �. ✓r- � ��.r:� 20�� E8©�+8 `la �r> * 7,2 90 C 28�a �� �T'> �- LO 0 p g , , g y g �!I L-.I7 I LJ G H�16 HT 3s F r �7, s F-r+ (T�-r�r-c �az� r� l I- - o- materials that would cause clogging from entering sewers or drain lines. Air pollution and 1 1LJr-1F25F2-oLT- 5-row1=5 noise levels should not exceed maximum measured and accepted in adjacent neighborhoods Q >_ and the community. ' � Z ; L�Pr�� ��W 2 �� �e� �" U W 19. Public or private property and roads which are damaged during demolition should be quickly Z Q v-Z[ xI�T ►-�,Torz� �arUc� Z restored to a condition at least equal in bolth service function and life expectancy to the 54 -_-4z rT ! Gi Gi Q 00 facility provided, for the protection of life, health, and property must be fully repaired to 2-�51'aFtT r-�ZAL-il=' Q < 0 restore operation quickly. Where necessary, Lunpaved areas should be graded to match SN�I� !off s�+T � �� W � 0 �existing grades at the construction area boundaries to preclude drainage problems. >� _ I"- measures -Ta1-�L L oT �v�F � 28a �a fir" " Of Temporary seeding,mulching and/or other soil stabilization meases should be used to v �� Of W � � CO � 0) protect protect exposed soil areas. Restoration of grass, shrubs, or other plantings and repair of N w 0 tree damage should be accomplished in accordance with good horticultural practice. I A, doo �'(' 4}" I G -1'`�p pp04 f I `7 r,TOiJ sr„ b�\ �tl �J''�11 �.'• la'' 41 - 10 11 b I_ 411 r I --- -- to 0 - G�2 _ _.. _- T - -- cTR 2 O GT GTIz 2 Lh Gx I 5 Gx145 cxl�s - m 1171g,l TJ I I I O !L/ G, GX 14 4�,all � m -- o USA 1/2''t.)IA LAI,& .. . -I � .' ---����X5),2 ML _ `6 _ _ ..i.._.__L_. _ ,�µGk. _ c'V S'� I 1301.T�i N/iH1EIzGi - WA--A4 F LC�,P.ANr-1- J far x3/ tlot lEl o (1,IW lJ�/ \ti �N J J -' C�rZoJNo a t 0 (4 T otzT1-f fi� a r�, s �ti 1S L1 F-1 17�- D 11. _ -1 -� Gr h~I I I -� I I� G� h� 7j0.� ISMS' 5Ln1 �. TA41 _� Q� 2 le F 1( D,G• = I �'^4 9 _t ! i vry t.1.Gr �.9 �j��2� I�/Fj11 L �'� G \71 n� i x ¢P'�� SEI=SGIUA�t-t M AT1< .as 8F o � I- r 00 Pull.-I AT f alrlT c+ `� I o' N !I 1 q -! , u 1 --.. ....,.., .___. __ _ m\ �• qw. Lop.vs TYi'IGALI ?��� U ' T F-2s la 1'4 1'8" M I LAM ( —- —-> G>cl� 14G, < ` GX �5 p�ErlGH\ T //I V • u. 1 — `A� D �. I PELL O .a ,G ;�` 6 \ •o — I .'1',111. �:_. l`�) X ( L�U F'L.L1�,H 1 . t L } 0)2-xP1 O tGcs �lD 3� (2)Lxla d ��. Har wlnt r: J \ `�`oO FOR.1=CA1R- - r r c \����QJ'� tftSF-E. sa tJP4,H PLAtL d�T�u L-I _ } 2 x(l, G T I l� d G 4 W NIni ,� �� AT Pott-t1" LoAFn (TYPIGJv.� r 2 ST< ACC ' , I 3 _ i- _� ICI�sl�li X CSti DEl AIL par-_Lo41) o+ �G /o�< W P — I 1 = �- Z — TYP-X&YP X ZX IOIZIZ It,"o,G • V - V c, '_ IO" 41 A Cam)1�'/4 X 11'/ "M I 1_1 M I PAP 0orrr C I.. v N_ taoJ�l X��l lZ LxR�H # I ^ a � -- 4 Q .LI t _ - iT al'EF 11 NCB II o�� �1 g o ' U `V �? `� I, U�ai r _l._.. �iry�` � MEG}i, GAS *��r' u� Ao �TAI12 }.IDTE- c� 01 I v `0'0� I x, FIZr�I'I-,A I Ix �If� PV�G v H z d ` 1 b 0 ° 19 ova (D CD "tl 4"hi „ II►t�rG Q > 'r�>i�l -call iri' f - 4J ITN T E ILF5 oMNT1A1. - ,� 1 151 1-1 —y }'� 'F Pa I 0 -q �3 U P p /\PO-I hl�o U J 0 0V" (/ �OIJVr-- 9 �L O fl Gor�E aF NY5 2010 0 2 .p - J } 1/ c) I 3 9L =t - = Q Z _ 0 f STAIRWA'fr� R III s - _ i ( IL- ! I 17ETA1 L.-7, D JI �� 5, sE�11xTAlt~ _9 (�ItL(---,HsD`� - o ' - G '7d 1.ANr7(IJI�SR�115,�4 _ L9w �J� I-farjplAIu5 R-311, C„ G I I X� --� 1 - �`1 f�LG}'iF<-1 t.k� -, f CV f- 07 GG G UAW7 3I2 5 ` 1` (p 17 W I d „ V-AIUI� _ I t3GJ�lZit 1-Iro Wl�L 1 m o0 N - _ - tlJ 11-J G ovh'1 -� o- I x Z � `�� Z T@ Id' I V'1 f1 i 1 I 4 ` d L ` _ I - 3 " �c�� -- Ut-1 F 11-a 1 IS H lit �� m 5E1~ QUASH ' 4 - gg �� +o - _'t D7 1 tAIL-IfJkTfoIOT - ' a - _ I I p� trRY GOJiTER.(3)I�/.}x I I,/��, M iu1vl„l,A�n - �1 I ,,a nV � I,n I.onrn C�'`(1�1�-� —1 ps.r�rwY � Ot P�rAIL r-,r�ot�► _.I Nr�ot1 �s = v1TraGvr� Ls�Jl��I, I'ci OT LDAt7S m I DETAIL. I31�Lepi,4) 68 -� A, r 1 \( = �'�/6Ac�Sz' �Y 1I�IeEV tc� A I � v I � MIM �i' , - ---- _ �U+I- 'Al,' c°v -� ° < UL, IZ7, coMrWAI.4r , i ` c C21I Q'x I �p�ML , a _ ---- 12� 2x Io ��� 1`'�4XII-7�BI' M ICI �L.6.M ��LI�+I) v'w`� ~ J `I�� C2>Zn10 ��y�to � -fit �.`W ,J; D� qc. e � F�W (8 VS I G`I 14 S r s G H I ! — I I Il ►o -o I - _ P .� �}0 \S GIB F- II'4l I PI CH G I I P�1l/ �<,� I DESKS ' Z Z • 'p I^ 2xla LEID�C�6(L 7�I.TEu ry oPrµll,l ro _ i — - I I � (nod, ? `-- u iox ('JA T H N L Am PX�-1T5 W/WAsI 1S - r-w H ve�a f �- m F 1I.AhI�Frz=�� ds -� - ley p , s1 31t I ISLAI-I� o > T�J �0 1I,---- o ING op'Gal-lo, - -- -- °' S o z8 htAUIcHH I I - C r. I q - k z p r I _ ��Q,('� �u <� / 2X to J IU"o U - _ N �c� I ,; =9 1 . �J 2xPo-G,T� 4�-o"o,r- \: \v �? , G v (T�E�.T>✓r,D) r , r -i - I _I I m I � - x 6 tr nL _ _ ? + C a IO C J Cn N a c(� ,�• `N 2x lco Ico o, 2xg Ia �.c, Qxb r-r=- o,G. ti� - 4 I r 7 5110 WOK ,l I 1 Z hYS�tM e �?) &t 5 311ZKq/ M 4-�J_2 Itos ---- - - - i C �' 1 -- - _ _ - lll T _ GX to .�,� e G 0 1 O ?� \(-P m - - { L - --- I G � r 41 ' (y '-Olr 1 -el, lIt 115 �' 4" 41-IOII <I•'- 2'.pe 41��M /11-�n 2 Olr �u 121-40" I!o'-O't --- --___ I o -a 131-0 it I _ _ -- - - - — -- 12' -0� ICo'-D� lo '-If I�'-o' it Gil-oil 0.1.. — " D' Evmv FO,U " D/iiT 10I� PL � . ' 1= I � �T FLoo � FLAB t y f Z" . .. c�GALE.` 1),4 11 0 � Q"45A -<< ®� o NET E� :(79d- J, I sT �Y 'I LEVEL ) -5 �= Load from above "1� JoistBearing --- - • �cL Lol I AU,- r� � Blockin �F-7AI�S 9 � I f-1�-�tip LAY"►�Il. panel 1%" TimberStrand® LS I �$- 1,4A�-l1,a ING �Tes�ei° ` p ug5- 11I T3 No field cult holes I s �Q U I�d e I O Fl,oarL Jot�T � ----- . . ... - - in hatchedi zones ` oLLo" AI-L, iz-5e, a �n P1r ; F TYPICAL 1�.�IA13l�E {COI-�of TYPICAL TYPICAL I TYPICAL N rr< 1 I ° 5 5 ,o I-(• 14-i 1� -r I 1 TH IS /16 n n II { - On 8d 0.11 x 1 - e 3 22 6 l� � o P O o` � O O 0 it each i O nail ac side. Drive ; ��: z z } nails at an angle at611 I } least 1 V2 from end. -'�— 2x4 minimum y: f ry squash blocks ``� N-- � — � 00 13/a" minimum bearing r ? ELEVATIONfit T Use 2x4 minimum squash blocks to .transfer at end support; Nit minimum — - mm - -= -= ==--= " --- µ H.S.STEEL BOLTS: WOOD MEMBERS: load around TWO joist at intermediate support 518"DIA.STEEL BOLTS @ 12"0,C. 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Iz� L�GTE.1� GE-I L-1 N � rLAB GT I�AI... 14o= otl __ � I-1 e r / z W - WALL H d i--I � 5 ter' OF N Qc- 5 Ho k - Cam'--FAG -I H o N cx I re f. AL AF-M :o o GI-i5L� .,., v v m � r 9 = m z z ry ram. 00 g _ /'O F C t H r {L ry w z � U zQ w � Jl < p tt� U) moLJJ o v a � 00 �- �- Q) Lv ter- d ° aD N W U? p •1 I I t/ H O - - GYP p��. Gam. I TILi T Y t � p TlJ"ill,rr�( 14 s T I I. IT`( 1 LJ 1-4�i 41--,1-1 I_,_i`% tj T I L T T`y db I� Li PLUMBING MOTES }� — I. ALL WORK SHALL MEET.OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL AND OTHER p Tl IzM AUTHORITIES HAVING JIIURI05IGTION. ANY WORK NOT SUBJEGT TO THE APPROVAL OF THE AUTHORITIES HAVING GrP JUR15DIGTION SHALL BEE GOVERNED BY THE NY5 PLUMBING CODE, THE GOUNTY HEALTH DEPT, BEST PRAGTIGE AND MANUFACTURERS SPEGIIFIGATIONS. 2. EXTEND PIPING,501L, WJASTE, AND VENT LINES A5 REQUIRED. CONNECT TO APPROVED SANITARY 5Y5TEM. 3. ALL DRAINAGE PIPING SHALL BE RUN IN EXTRA HEAVY CAST IRON PIPE 51ZED A5 SHOWN ON THE DRAWINGS OR AS i rG� REQUIRED BY CODE. 4. PITCH ALL DRAINS ANC) BRANCH VENTS MIN. I/4" PER FOOT. /4 0� 5. NO PIPES, EITHER WA51i E, SUPPLY OR VENT. SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE. 6. PROVIDE AND INSTALL. PROPER INSULATION ON ALL HOT AND COLD WATER AND SANITARY PIPING. --- -1. PROVIDE AND INSTALL. ALL PIPING REQURIED FOR HVAG 5Y5TEM. , 8. ALL FIXTURES TO HAVE 1/2" SUPPLY UNLE55 OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER How r--f TO VERIFY ALL.PLUMBIING REQUIREMENTS. q. PIPING MATERIALS 5HA1LL CONFORM WITH NY5 CONSTRUCTION GORE, 10. ALL PIPING TO BE INS&ATED AND LOCATED 50 AS TO MINIMIZE NO15E. 11. PROVIDE AND INSTALL. LEAD OR LEAD-GOATED COPPER PAN, COVERING 51DE5 AND BOTTOM OF SHOWER - ENCLOSURE. ALL 5EAH5 GONTINUOUSL T' _—X �1 I I��-Y ELECTRICAL NOTES 1• ALL WORK SHALL COMBPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST EDITION). i UNDERWRITERS LABOREATORY, KEYSPAN, AND ALL CODES AND AUTHORITIES HAVING JURISDICTION. 1 2. UPON COMPLETION OF TTHE WORK, THE CONTRACTOR SHALL OBTAIN AND PAY THE FEE FOR A CERTIFICATE FROM THE NEW YORK STATE BOAFPD OF FIRE UNDERWRITERS FOR ALL WORK. 3. CONNECT ALL EQUIPMEP,NT, EXHAUSTS, MOTORS, CIRCULATORS, ETC. - 4. PROVIDE AND INSTALL. FLEXIBLE DUCT AND ROOF GAP AS REQUIRED FOR EXHAUST FANS. ! 4. WALL -r# WALL -�{ fit- WALL WALL WALL I � I 4 4N. I II¢A IN. � I I 4 IN. 21N. -Nfe- ITV . Jill TUB 0 301N, Z t .0 IF 211N. WC 301N, � :r •v CLEARANCES MIN. or . � LAVATORIES24 IN.CLEARANCE IN -� ., FRONT OFOPENING C, m p I 4''Vr�01"7H4zi.J fool' 4''VrI-ITTHf-IJ IzoG#= T-1"+-Ig-0 -i'-cal= SHOWER WATER CLOSET O —�, OR BIDET WALL WALL ~ Q C � -rI-1 M STI IZ #3ATH 151N. —�-�{ 15IN. O 1 _ I t�• O n N I�2 LA �a T �' I I�ii 1�2i I NrJ O O 21 IN_ 21 IN , Z Z k I-ram-H F:r-I _ f3�,T H - " `"" CLEARANCE CLEARANCE WALL 0 - �iMK S NV- pl W� 12° Ups --��'�/�I�T�7/�ck 00 I— I I TUB � F— ci cr- 1 Zii Z it �i� WATER CLOSETS WALL ' Z 0 V W G' I v I FIGURE R307.2 0 C G W � 0 Z MINIMUM FIXTURE CLEARANCES ,y z' �1 -- TI2l.F I 1 - U Cy— CO LJ r 1��)i >z i C:--,r2 i-� > �'I I N �� (�� ►�1.!J I'1 '� T O F L.�=A _ v w V) C U i ix r N y_�Ta Tz� lR N W to