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Home My WebLink About35837-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 11/7/2012 CERTIFICATE OF OCCUPANCY No: 36043 Date: 11/7/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1785 Crown Land Lane, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 102.-7-4 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 8/19/2010 pursuant to which Building Permit No. 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: ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. Lot No. filed in this ofliced dated 35837 dated 9/7/2010 The certificate is issued to Todd & Rachel Johnson (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/2/12 35837 5/2/12 ~. ~.h Plumbing & Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35837 Z Date SEPTEMBER 7, 2010 Permission is hereby granted to: TODD JOHNSON 1785 CROWN LAND LANE CUTCHOGUE,NY 11935 for : ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 102 pursuant to application dated AUGUST Building Inspector to expire on MARCH 1785 CROWN LAND LA CUTCHOGUE Block 0007 Lot No. 004 19, 2010 and approved by the 7, 2012. Fee $ 200.00 Author i'z e~I~ignat ure Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOU~HOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OC£ This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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 featur6s. 2. Final Approval from Health D.ept. of water, supply and sewerage-disposal (S-9 form).. 3: Approval of electrical installation from Board 6fFire Underwritem. 4. 'Sw.om statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code ComPliaace'from amhiteet or engineer respon.sible for the buildiag= .6. Submit planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) 6on-confo.rming uses, or buildings 'and "pre-existing" land' uses'.' 1. Aecarate survey of property showing all property lines, streets, building and. unusu/fi natural or topographic features. 2. A properly .~..mpleted application and co. nsent to inspect signedby the applicant. If a Certificate of Occupancy is denied, the BUilding Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00; Swimmir~g PO01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00; 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00:, Commercial $15.00 Date. . New Construction: Location of Property: Old or Pre-existing BUilding:. (check one) Iq8,5 C&oo3 House No. Owner or Owners o.f Property: SUffolk Co.unty Tax Map No 1000, Seetio. n Subdivision P~-mit Ho. 3 5'~ 3.Q Date of PermiC Street · -TOdd Uokn , lO0- V Lot Ffl~ Map. ~t: ~p~t:. Health Dept. Approval: Under~n'iters Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ Final' Certificate: (check one). ~-~ Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 toiler, richort~town.southold, nv. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Todd Johnson Address: 1785 Crown Land Lane City: Cutchogue St: NY Zip: 11935 Building Permit #: 35837 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric LicenseNo: 4709-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures R HlDFixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~l Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture ~l Pumps Transformer Appliances Dryer Recpt Emergency Fixtures~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures [~ TVSS Other Equipment: 3ft track light, 1-exhaust fan, 2-ovens Notes: Inspector Signature: Date: May 2 2012 81-Cert Electrical Compliance Form.xls FROM : SOUTHOLD TOWN PLANNING BOARD FAX NO. : 6J1 765 3156 Mag. 18 2001 02:19PM P1 Town Hell, 53095 Main Road P, O, Box 1179 Soulhok~, NewY0d( 11971 Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INS,PECTOR TOWN OF SOUTHOLD C E RTZ F I CAT I ON Building Permit No. Plumber: (please print) ~please prin~) 0 I certify that the solder used in the water supply system contains less than 2/10 of 1.% lead. ( Pl~uabers ~gnature ) Sworn ~.o before me this Notary TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION RKS: //~/E.4-/Z~ // [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 , INSPECTION [~J~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRA110N [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE REmT,~rr CO.STR~ DATE INSPECTOR,~i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOU~NDATION 2ND [ ]INSULATION [~F~MING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRERESL~ANTCONSTRUCTK~ REMARKS: [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~GHPLBG. [ ] FOUNDATION 2ND [,~NSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: ~ ~.~~2~ [ ]FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY INSPECTION [ ] ROUG~~BG. [ ] IN,~OLATION [ '~INAL [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMAI ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE _ INSPECTOR ..... .- ~//~7~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ]FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined Approved Disapproved a/c /7, 20 IV /7,20 Expiration /3/7 PERMIT NO. ~Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail to: Phone: ICATION FOR BUILDING PERMIT INSTRUCTIONS Date ~--" / ~.-/O ,20 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. (S~'g~atur~ of applicant ogname, if a corporation) (Mailing address of applicant) }[ c~fO....7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises fi/~ ~!o/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location ot~land on which proposed work will be done: / ') /--,9 LO 5 Street House Number Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block "~ Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use. and ~occupancy of proposed construction: a. Existing use and occupancy O,O ..~ ~'~ ~, c../ g I o b. Intended use and occupancy 0 r0-o,- .]3'~tt'] //~ '-/ / Nature of work (check which applicable): New Building. Repair Removal Demolition Addition b,/ Alteration Other Work 4. Estimated Cost C5"'O) o,9C3 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t~)r~)- 7. Dimensions of existing structures, if any: Front ~'" '~., ! Rear ..T'), ! Depth 2_ Height ~,") Number of Stories '77.0 rD Dimensions of same structure with alterations or additions: Front ~T'7,. I Rear Depth ~'.~, '~ Height / ~," /--"F- Number of Stories 8. Dimensions of entire new construction: Front -- -"" Rear ~ ~ ~ cf Depth Height / Y ~F' Number of Stories O-*, -e._ 9. Size oflot: Front ~22-.~3-7',. o"5" Rear 22...T~, ~'o Depth /7 c./ -- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ 13. Will lot be re-graded? YES__ 14. Names of Owner of premises 73a/~/ Name of Architect Name ofContractor/'JtS& ~[ tgotLo[,e,t ~' NO r-'"'Will excess fill be removed from premises? YES__ Address ! ? ~5'~rt.oo,.~ t..4aMl.~, Phone No. Address Phone No Address ,S Y o ,ZV Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R.~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L,." * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO NO 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__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) s: ~t~ h/]~6~ F~ e~,q,4..) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~_~0,O 7~6tc/b,'~ (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,ko before me thi~ ] ~f~ day of )~,/_/.(?t.. 20 Notary .P. ublic~$tate of_ N~,,, No. 01BE6099317 -- Qualified_in Suffolk Co~,. t;ommission cxI, ms uept. 2~. Town of Southold Erosion, Sedimentation & S,torm'Water Run-off ASSESSMENT FORI'," PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUI RE THE SUBMISSION OF A STOR,%',--~-'ATER, GRADING~ DRAINAGE AND EROSION CONTROL PLAN ~ ~ ~ ~ CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW yoRK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORKASSESSMENT [ Yes No a. What is the Total Ama of the Project Parcels? (Include Total Area of all Parcels located within 1 Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) ~ ' ~ Generated by a Two (2") Inch Rainfall on Site? b. What is the Total Area of Land Clearing (S.F. / ~ms) (This item will include all run-off created by site clearing and/or construction aclNilJes as well as all and/or Ground Disturbance for the proposed (.~ Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F. ~ PROVIDE BlarE1; PROJ'EC'T DT.,S~ON (~mw~ ~ Pas. ~ Ne~ 2 Does the S}te Plan and/or'Survey Show Ail Proposed Drainage Structures Indicating Size & Location? This ; · Item shall include all Proposed Grade Changes and /~' x~ ~ ?. ~/ /~"')/4 ~)(7/V"4~-Jfi,'"/ Slopes Controlllng Surface Water FIow. '' 3 Does the Site Plan and/or Ourvey describe the erosion and sediment control practices that will be used to control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Filling, Grading or Excavation where there is a change to the Natural r--"! Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities r'-'-I Encompassing an Area in Excess of Five Thousand (5,000'S.F.) Square Feet of Ground Surface? 6is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiclion General DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (!) or more acres; including disturbances of less than one acre that 7Wilt there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to including Construction activities involving soil disturbances of less than one (1) acre where the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred (100') of Horizontal DistanCe? ( $1NPPP'$ Shall meet. the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious for Stomt Water Discharges from Construction activity - Permit No. GP.-0-'I 0-001.) Surfaces be Sloped to Direct Storm-Water Run-Off t. The SVVPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town dght'°f-way?I--I -- submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall desc~be Ihe erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, post-construction storm water management practices that will be used and/or Removal of Vegetation and/or Ibe Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the :l'ow~ Right-of-Way or ROad Shoulder compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area? ~,~ ~m ~ ,o~ M~ms, t~. Indue, ~ ~t~,~y quality of storm water discharges. NOTE: If AnY Answer to Questions One through Nine is Answered with a Check Mark 3. All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 $.F. & 1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water, Grading, Drainage & Erosion Control' Plan Is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review PHor to Issuance of Any Building Pwrmlt. NOTE: A Che~ Mark ( ~ ) and/or Answer for each Question is Required for a Complete Appllcatkm) STATE OF NEW YORK, ~ ~,'?" ~ ~.. CONNIE D. BUNCH COLTNq~' OF .~..~....-~.'.~ ....... SS Notary Public.State of New Yor~ No. 018U6185050 Qualified in Suffolk County .qommission Emires Anr[I 14 ;n That I ............................................................................... being duly sworn, deposes and says that be/she ~s thc ap[~lic~flt T'o~Pcrmit, (Name of individual signing Document) " And that he/she is the 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 mae to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Swom to t ~.~ this;bc fore. me , '~~/44~ ~ 4- ~ ' - 0 Town [hll Ann~ 54875 IVL~n Road. P.O..Box 1179 Soulfiold. NY' 11971-095D BUILDING D~,PAR~ TOWN O1~ $OUTHOLD APPLICATION. FOR ELECTRICAL INSPECTION. JESTED BY: CompanY Name: :Name: License. No:.: Address-: Phone-No.: C'l -7'r) ~ Date: ./0-51~/0 ' ruF JOBSITE INFORMATION: *Name:: *Address: · *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) -1-od q ' 'G,~t '"23k-/- 55o -G' 1000 Section: Block: *BRIEF 'DESCRIPTION OF WORK (Please Print. clearly), .(Please. Circle All That Apply). *Is. jOb ready for inspection: *Do you need a Temp Certificate: Temp'lnformation (If needed}- *Service Size: 1 Phase *New Service: Re-connect Addition~ IFform~on: ' NO YES/(~ ~R.oUgh In-~ 3Phase 100 150' 200 300: 350 400 Underground Number ef Metem Change of Service PAYMENT DUE WITH-APPLICATION Fina! Other Overhead 82-ReOUest for InsPection Form ~,~1~ o o -/~.~ - ?- y' TOWN OF SOUTHOLD PROPERTY ~RD CARD ," ~,,~- ,,,';OWNER ' STRI-E11 ~ ~)/._,~ VILLAGE DIST. SUB. LoT FORMER OWNER N E ACH. ~t ~ ~ I ~' ~ S W ~PE OF BUILDING /' / Till=ble FRONTAGE 0N WATER Wo~l~nd FRONTAGE ON ROAD ~-~ ~ Me=dowl~,nd DEPTH ~ ~ / g; ' House Plot BULKH~D Total .., COLOR Extension/~ Extension j Extension Porch Porch~ ~/~ Breezeway Garage Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer /2 C, Bo.th Floors Heat C~ ~ K. Interior Finish ~', ~_. LR. t ~./~f ~. DR. BR. FIN. B Rooms 1st Floor Rooms 2nd Floor Driveway Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF' SOUTI-IOLD October 17, 2011 Todd Johnson 1785 Crown Land Lane Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~- Please submit amended plans to show 12" poured footings 3' deep as per inspection tiCk~e't*~-~.~ d~t. ed~9/14/10 which I have enclosed ^ ~__~Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. /V'~/~,~? V lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT · 35837- Addition Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 May 8, 2012 Todd Johnson 1785 Crown Land Lane Cutchogue, NY 11935 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. /' Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35837 - Addition 4;¥ , B.O.H. 87 SO 162 * ~ ~ AT CUTCHOGUE < % %T ~"-, ";; /" ~ ~ TOWN OF SOUTHOLD x - / ,~. ~ SEPT. 25, I98T fnd. Icc. %, . 9' ~ / COMMONWEALTH LAND TITLE "~ ~ '~ ~,/ INSURANCE COMPANY ~ ~ ' ~ / / TITLE NO. 860 - 561 - S / / SOUTHOLD ' ~ / / STANLEY PAWLOWSK I ~0. 49668 ~// MARGARET PAWLOWSKI P.O. BOX 909 AREA = 41,580 SQ.FT. ,MAIN ROAD ELEVATIONS ARE REFERENCED TO SOUTHOLD, N .Y. 11971 AN ASSUMED DATUM RESc~heck S. oftware Version 4.3.0 Compliance Certificate Project Title: JOHNSON PROJECT Energy Code: 2007 New York Energy Conservation Location: Construction Code Construction Type: Suffolk County, New York Heating Type: Detached I or 2 Family Non-Electric GlazingAma Percentage: 13% Heating Degree Days: 5750 Construction Site: Owner/Agent: 1785 CROWN LAND LANE CUTCHOUGE, NY Designer/Contractor: Compliance.. Maximum UA: 122 Your UA: 121 Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Ceiling 3: Cathedral Ceiling (no attic) Skylight 1: Vinyl Frame.'Double Pane wfth Low-E Wall 1: Wood Frame, 16' o.c. Window 1: Wood Frame:Double Pane with I_~w-E Door 1: Gtess Floor 1: A#-Wood Joist/Truss.Over Uncondi~oned Space 201 19.0 0.0 10 221 19.0 0.0 11 156 19.0 0.0 8 6 0.480 3 601 13.0 3.3 37 54 0.330 18 22 0.320 7 573 19.0 0.0 27 The proposed building represented in this document is consistent with the building plans, spedfica~ns, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped knowledge, belief, and profassional judgment, such plans or and signed this page, they am attesting that to the best of his/her Name - Td~e Signat"ari~ ----.~ ~ Date Project Title: JOHNSON PROJECT Data filename: C:\~JOHNSON.rck Report date: 03/18/10 Page1 of 4 R~R JOIST ]D~ jTS lO SPL~C£D T~ FLEOR JTS. ~ ASPHALT ROOF 17~' PCYWCX30 $4.1EATI~NG ~1~° INSULAIOON SUB -19 IN~ULATI,qN ~--~.' SCRATCH RINI~UN EARTH FDR~IEI) EAt>) RAF1Bt liP. -SEE ~ETAI. 2 ~ PAll nTH~R~ !'~!0" FASCIA ~-~.~ mutA~O~ (~,> SII)tJNO AS ~ER OI~N[R OVER IR GlO INSULAllON OVER IHDI,ISE WRAP OI,4ER !/2' PLYWOOD SHEA'H-[INB FEE 'rAIIL[ 3,2A & SILL SEAL ALL/ED BUILDERS CUSTOM REMODEL. lNG LEFT SIDE VIEW SCALE 1/8" = 1' PROPOSED REAR FOR THE EXTENSION JOHNSON PROJECT 1785 CROWN LAND LANE CUTCHOUGE, NEW YORK 11955 INDEX 1 of 6 TITLE SHEET 2 of 6 :L. JTS & FOUNDATION PLAN &: DETAILS 3 of 6 FLOOR & ROOF PLANS 4 of 6 DETAILS & RISER PLAN 5 of 6 CODE COMPLIANCE 6 of 6 CODE COMPLIANCE TOWN OF $OUTHAPTON USE RESIDENTIAL OCCUPANCY CLASS RES. HEIGHT OF BUILDING NOT TO EXCEED 1 ST,ORIES TYPE OF CONSTRUCTION TYPE 5 JOB DESCRIPTION: APROX. 34' x 16' REAR EXTENSION REUSED AS PER BILDER 3/11/10 PLAN PREPARED FOR RENEW 3/5/10 REVISION DATE Ub2 i, i,: ~LAWFUL WITH,, , ERTIFICATF: OF OGL,,, ~ ' UNDERWRITERS CERTIFICATE REQUIRED APPROVED AS NOTED NOTIFY 8UILDIN,J DEPARFMENT 765-1802 8 AM TO 4 PM FOR FOLLOWING INSPECTIONS 1, FOUNDATION - TWO REQUIRE[ FOR POURED CONCR£ rE 2 ROUGH.FRAMiNG PLUMB?~'G STRAPPING, ELECTRICAL & CAULK 3 INSULATION 4, FINAL ' CONSTRUCTION &ELE C' ;,, MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL M~ET lh REQUIREMENTS OF THE CODES m ~j YORKSTATE NOTRESPONSiBLL FOR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. REAR ELEVATION SCALE 1/8" = 1' PLUMBING & WATER [, NES NEED TEST NG BEFORECOVER NG PLUMBER CERTIFIOA TION ON LEAD OONT~ENT BEFORE; CERTIFIOA TE OF OCCUIPA'NC Y Imf LB 5HBB'i' LOCATION: 1785 CROWN LAND LANE, OWNER: MR & MRS JOHNSON DRAFTING, 6 HOWE ROAD, PHONE & CUTCHOUOE, Nm Y. ALLIED BUILDERS CUSTOM REMODELING MAIN ROAD, ORIENT, NY 11957 EDWARD J. CEBUL P~SI~N 7BN DESIGNERS, FIELD INSPECTION CORAM. NEW YORk 11727 FAX (6.31) 698--4257 SHEET No. 1 OF DRAWN BY: EJC SCALE: AS NOTED PROJ No. 10009 CHECKED BY: SP FILE: DATE: FEB 2010 CONC, BLK. ~' ANCHOR BOLTS 48' O.C, -~ ~.~ 16' X 3' DEEP EARTH FORMED '-4 TRENCH FOOTING (~yp.) SECTION SCALE 1/4" = 1' 1. FRAM~ ['~TCHEN FLOOR JOISTS ON TOP O] DEN FLOOR JOIST FOR CONTENUOUS SUPPORT. 2. BOX BOTH DEN AND KITCBEN FLOOR IOISTS AS SHOWN. 2'X8' BOX FOR KITCHEN FLOOR PLYWODB SUB FLOOR FLOOR 2'X4' STUD WALL SEE SECT, A-A L, JTS. 8" FI LED · DNC, BLK, GRADE CDNC. SLAB ON GRADE /8" ANCHOR SCALE 1/4" = 1' ' EXISTING FOUNDATION 3/4 PLYWOOD SUB FLDDR WITH FINISH FLOORING DN TOP O'X8' FL JTS NGER EVERY JOIST · STRINGER LAG DOLTED TD EXISTING FOUNDATION 2,×a, BOX D E TAI L 1 FOR HEADER N.T.S. JOIST O' SCRATCH COAT .Y COL, / ~ FOOTING r .DETAil 2 N.T.S. CS' CBNC. ~2 X8 16 OC O~WX~· == FLOOR JOISTS HEADER FLOOR JOIS~ ( ~ ~ IMIT DF EXISTING E~ST~G HOUSE E~S T~G HOUSE ~[ L~V~L ~ ~S~6 ~OUS~ FLOOR JTS PLAN SCALE 1/4" = 1' NEW EXISTING APPROX LDCATIDN iP-LAM BEARING (~yp,) REVISION DATE CONC. BLDCK ABOVE GRADE DEEP EARTH FORMED CONC, FOOTING HEADER HEADER CONC FOOTING FOR GIRDER SUPPORT FOOTING C~' CDNC, SCRATCH OAT 2'8' X16' CONCRETE WITH CONCRETE FILLED BLOCK TO GRADE APPRDX LOCATION GP-LAM DF EXISTINGEXISTING HOUSE BEARING (~yp.) CANTERLIVER FLOOR ~XI~N~ ~N~ON NEW W~b FOUNDATION PLAN SCALE 1/4"= 1' 5ID'ANCHOR BOLTS BETWEEN NEW AND EXST, FBUNB. (typ,) NEW EXISTING MATCH NEW FLOOR TO EXISTING END OF EXISTING ' STEP CANTERLIVER FL JOIST NEW DEN FLOOR --~__~LYWOOD SUB-FLOOR SECTION "C"-"C" SCALE 1/4" = 1' LOCATION: 1785 CROWN LAND LANE, CUTCHOUOE, N. K OWNER: MR dc MRS JOHNSON ALL/ED BUILDERS CUSTOM REMODELING MAIN ROAD. ORIENT, NY 11957 EDWARD d. CEBUL P~515N P~N SHEET No DRAFTING, DESIGNERS. FIELD INSPECTION 2 6 HOWE ROAD, CORAM. NEW YORK 1 1727 PHONE & FAX (a311 698--4257 OF DRAWN BY: EJC SCALE: AS PROJ No. SHECKED BY: FILE: DATE: FEB 2010 6 VBNTIbATIOKJ ANP blSHT TA~bB 2.0E /2' STEEL BDLT WITH WASHER ~,DTH SIDES 4~2'X4' JACKS TO THE FDUNDATIDN EACH SIDE Lam LVL BOLT DETAI SCALE 1/4" = 1' S~ SMOKE DETECTORS SHALL BE INTERCONNECTED, SINGLE STATION, SMOKE DE~CTION DE',,1CES IN ACCORDANCE ~IH STATE IRC REQUIREMENT~ CARBON MONOXIDE DETECTORS SHALL BE ICO DIRECTEY CONNECTED TO IJGH~]NG C RCUIT / I~ IN ACCORDANCE 1M]H SUFFOLK COUNTY CODES ¢ ROOF PLAN SCALE 1/8" = 1' 34,-9· FLOOR JOISTS NEW K1TCI{EN EXTENSION 8 NEW DEN 12,0E G-P L~m LVL --7'XiG',W ALTERNATING 1/2' BOLTS 24'0C, / FLOOR JOISTS G-P Lam LVL MATCHNEW]] TO NEW LDCATI NEW FLOOR TO BE LEVEL WITH E~ISTING v////////.....-.-..-..//../,~ N~W W&L EXISTING DINING ROOM , RAIL I (typ,) 4~2-X4· TD FnUNI)ATIDN I EACH END NEW EXISTING FLOOR PLAN SCALE 1/4" = 1' REVISION DATE PLOOR PLAN LOCATION: 1785 CROWN LAND LANE, CUTCHOUQE, N.Y. OWNER: M/? c~ MRS JOHNSON AL//£~ ~U//~£R$ CUSTOM REMODELING MAIN ROAD, ORIENT, NY 11957 EDWARD J. CEBUL SHEET No. DRAFTING, DESIGNERS, FIELD INSPECTION ,3 6 HOWE ROAD, CORAM, NEW YORK 11727 PHONE & fax (6~1) 698--42~7 OF BY: EJC SCALE: AS NOTED PROd No. 10009 CHECKED BY: SP FILE: DATE: FEB 2010 6 NEW TD APPROVED ~ EXISTING SANIT. SYSTEM I~T FL, VENT ROOF RISER DIAGRAM N. T, S. JOIST HANGER% N. T. S. (2)2"X10" W/ 1/2" PLYWD SPACER OR AS PER PLANS OPENING~- / MTS24C RAFTER · BY SIMPSON OR EQ. TYP. AT WIN. HDR. AS PER PLANS DBL. TOP PLATE AT SECOND FLOOR OR STORY 1 1/4"X24" 20 GAGE HEADER STRAPS TYP. 2ND FLR. EXT. WALLS WALL FRAME AT 16" O.C. STUD PLATE RE TYP. (~I~INDOW STRAPPING DETAIL WINDOW STRAP DETAIL (typ.) N. T. S. DETAIL 2 N. T. S. SHUTTER SUPPORT ~SHUTTER NOT TO SCALE SHUTTER DESIGN NOTES; I SHUTT/~RS MEASLrlLEivlE~qTs TO BE AD] USTED TO SH UTTER N. T. S. DESIGN RAFTER HANGERS% 7'X16' 2,0E G-P- LAM LVL SEE P-p LAM DETAIL PD HANGE MATCH NEW FLOOR TD EXISTING NEW FLDDR JTS TD BE SPLICED EXISTING FLDDR JTS, EXISTING FOUNDATIOh FLASHING CLIPS ASPHALT ROOF SHINGLES OVER 15 L~. FELT OVER 1/2" PLYWOOD SHEATHING RAFTERS 16" O.C. SHEETROCK. R 16' DC EXTERIOR WALL BE REMOVED DF EXISTING /ER STEP -I9 INSULATION Z E G - OUTSIDE CORNER TOP PLATF FRAMING BETA[I FRAME DETAILS N. T. S. DEN SUB-FLOOR REVISION 2' SCRATCH COAT SECTION "A"-"A" SCALE 1/4" = 1' INSIDE CORNER HURRICANE 'RES · RAFTER TYP, -SEE DETAIL 2 THIS PAGE DTHERS 1"x10" FASCIA 16~C ISIDING AS PER OWNER OVER 3/8" RIGID INSULA~ON OVER iHOUSE WRAP OVER 1/2" ' PLYWOOD SHEATHING ANCHOR ~DLTS 36' O,C. PER TADLE 3,2A & SILL SEAL LOCATION: /78,5 Q/7OWN LAND LANE, CUT~NOUGE, N. OWNER: M~ ~ M~ JOHNSON ALL/ED BUILDERS CUSTOM REMODELING MAIN ROAD, ORIENT, NY 1 lg57 EDWARD J. CEBUL SHE~ No. ~SldN 4G, DESIGNERS, FIELB INSPECTION 6 HOWE ROAD, CORAM, NEW YORK 11727 PHONE & FAX (631) 698--4257 OF DRAWN BY: EdC SCALE: AS NOTED PROd No. ~0009 3HECKED BY: SP FILE: DATE: FEB 2010 6 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETT TYPE OR LOCATIONS OF CONCRE~ CONS~UCTION Basement wafts, foundations and other concrete not exposed to the weather Basement slabs and interior slabs on grade, except garage floor slabs Basement walls, foundation walls. MINIMUM SPECIFIED COMPRESSIVE STEENB~Ho(I'c) Weothedng potenfialb 2,500c 2,500c 3,000d 3,500d, e For SI: 1 pound per square inch = 6.805 kPa. a. At 28 days psi. b. See Table RR301.2(1) for weathering potential. c. Concrete in these locations that may be subject to freezing and thawing during construction shaft be air-entrained concrete in accordance with Footnote d. d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less then 5 percent or more than 7 percent. e. See RR402.2 for minimum cement content. ROOFING NOTES: Asphalt strip shingles shall have a minimum of six fasteners per shingle in the 110-120 mph wind zones. RR905.2.7.1 Ice protection. In areas where the overage daily temperature in January is 25'F (-4'C) or less or when Tshle RR301.2(1) criteria so designates, an ice border that consists of a least two layers of undedu~ment cemented together or of a serf-adhering polymer modified bitumen sheet, shsh be used tn lieu of normal undeRayment and extend from the eave's edge to u point at least 24 inches (610 mm) inside the exterior waft line of the building. RR905.2.7 Underla~nent application. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), up to four units verBcol in 12 units horizontal (SS-percent slope), underla~'nent shall be two layers applied in the following manner. Apply a 1g-inch (483 mm) strip of underla~ment felt parallel with and starting at the eaves. fastened sufficiently to how in place. Starting at the save, apply 36- inch-wide (914 mm) sheets of undedo~ment, overlapping successive sheets 19 inches (483 mm), and fastened sufficiently to hold in place. For roof slopes of four units verUcol in 12 units horizontal (53-percent slope) or greater, underla~rnent shall he one layer applied in the fallowing manner. Underla~rnent shall be applied shingle fashion, parallel to and starting from the save and lapped 2 inches (51 mm), fastened sufficiently to hold in place. End laps shall be offset by 6 feet (1829 mm). PRESUMPTIVE LOAD-BEARING VALUER OF FOUNDATION MATERIAl R CLASS OF MATERIAL Sandy gravel and/or gravel (OW and BP) Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) Clay, sandy clay, silty clay, clayey slit, silt and sandy silt icl, ML, MH and CH) LOAD-BEARING PRESSURE (pounds per square ~ot) 3,000 2,000 1,500b §RR905.2.8 Flashing. Flashing for asphalt shingles shall comply with this section. §RR905.2.8.1 Base and cap flashing. Base and cap flashing shall be installed in accordance with manufacturer's installaDon instructions. Base hashing shall be of either corrosion-resistant metal of minimum nominal 0.019-inch (0.483 mm) thickness or mineral surface roll roofing weighing a minimum of 77 pounds per 100 square feet (5.76 kg/m2). Cap flashing shall be corrosion-resistant metal of minimum nominal 0.Dig-inch (0.483 mm) thickness. §RR905.2.5,2 Valle,~. Valley linings shal be installed in accordance with manufacturers installation instructions before applying shingles. Valley linings of the fMIowing types shall be permitted: 1. For open valley (valley lining exposed) lined with metal, the valley lining shall be at least 24 inches (610 mm) wide and of any of the corrosion-resistant metals in Table ERg05.2.&2. 2. For open valleys, valley lining of two plies of mineral surface roll roofing, complying with AS~ D 249, shall be permitted. The bottom laypr shall be 18 inches (457 mm) and the tap layer a minimum of 36 inches (914 mm) wide. 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth roll roofing complying with ASTM D 224 T~pe II or T~pe III and at least 36 inches (914 mm) wide or valley lining as described in Items 1 and 2 above shall be permitted. Specialty undeda~ment complying with ASTMD 1970 may be used in lieu of the lining material. TABLE RR905.2.8.2 VALLEY LINING MATERIAL MINIMUM ~ICKNFISS WEIGHT Cinches) (pounds) MATERIAL Copper Aluminum Stainless steel Galvenlzed steel Zinc alloy Lead Pointed tame 0.024 GAGE 26 (zinc 0.0179 coated 090) 0.027 -- 2-I/2 2O For SI: I inch = 25.4 mm, I pound = 0.454 kg. §RRg05.2. FI.S Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney greater than 50 inches (762 mm) wide. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. §RB905,2.8.4 Sidewall flashing. Flashing against a verBcol sidewall shall be by the step-flashing method. §Rfi905,2.8.5 Other flashing. Flashing against a vertical front wall as well as soil stack, vent pipe and chimney flashing, shaft be applied according to asphalt shingle manufacturer's printed instructions. CODE COMPLIANCE DESIGN CRITERIA American Forest and Paper Association (AF&PA) "WOOD FRAME 1995 HIGH W1ND EDITION CONSTRUC~ON MANUAL FOR ONE AND TWO FAMILY DWELLINGS" and the "RESIDENTIAL CONS~UC~ON CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) SUBJECT TO DAMAGE FROM R301.2 (5)RS01.2 (4) R301.2 (2) R301.2 (3) RS01.2 (6)730L2 (71 REQ[J~PJ~D FASTENER SCHEDULE FOR STRUCTUP, AL MEMBERS NUMBER AND TYPE OF DESC. OF BUILDING ELEMENTS FASTENER SPACING OF FASTENER~ FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (conrd~ BESC. OF BUILDING MATERIALS DESCRIPTION OF SPACING OF FASTENER~ Joist to sill or girder, toe nail 3-8d __ 1" x 6" subfioor or less to each 2-8d __ joist, face nail 2 staples, -3/4 2" subfloor to joist or girder, 2-16d __ blind and face nail Sole plate to joist or blocking, 16d 16" c.c. face nail Top ar sole plate to stud, end nail 2-16d -- Stud to sole plate, toe nail S-Bd -- or 2-16 Double studs, face nail 10d 24" c.c. Double top plates, face null 10d 24" c.c. MATERIALS Other woll sheathing ih) 1/2" regular cellulosic fiberboard sheathing 1/2 structural cellulosic fiberboard sheathing Sds plate to joist or blocking 3-16d 16" c.c. 25/32 structural at braced wall panels cellulosic fiberboard Double top plates, minimum 48-inch 8-16d -_ sheathing offset of end joints, face nail in lapped area Blocking between joists or rafters S-8d -- 1/2 gypsum sheathing to top plate, toe nail Rim joist to top plate, toe nail Sd 6" e.G. Top plates, laps at comers and 2-10d -- intersections, face nail 5/8 gypsum sheathing Built-up header, two pieces with 16d 16" o.c 1/2" spacer along each edge Continued header, two pieces 16d 16' o.c Ceiling joists to plate, toe nail 3-8d -- Continuous header to stud, toe nail 4-8d -- Ceiling joist, laps over parfitions, 3-10d -- face nail Ceiling joist to parallel rafters, 3-10d -- 7/8 - 1 face nail Rafter to plot~, toe nail 2-16d -- 1" brace to ealch stud and plate, 2-8d -- 1 1/8 - 1 1/4 face nail 2 staples, 1-3/4 1' x 6" sheathing to each bearing, 2-8d -- face nail 2 staples, t" x 8' sheathing to each bearing, 2-8d face nail 3 staples. 1-3/4 Wider than 1" x 8" sheathing to 3-fid each bearing, face naif 4 sthpJes, -3/4 Built-up corner studs tOd Built-up girders and beams, 2-inch 10d lamber layers 19/32 - 1 I-1/8 - 1-1/4 24" c.c. Nail each layer as follows: 32' e.G. (b,c,d,e) Interrnediote Edges supports (i) (inches) 1-1/2 galvanized roofing 3 nail 6d common nail staple 1~ go,, 1=1/2 1-1/2 galvanized roofing 3 O nail 8d common nai~ staple 16 ga., 1-1/2 long 1-3/4 galvanized roofing 3 nail 8d common nail staple 16 ga., 1-3/4 long 1-1/2 galvanized roofing 4 nail; 6d common nail; staple galvanized, 1-1/2 long; 1-1/4 screws. T~pe W or S I-3/4 galvanized roofing 4 5 nail; 8d common nail; staple galvanized, 1-5/8 long; 1-5/8 screws, along each edge Type W or S Wood structural panels, combination subfioor underlayment to framing 3/4 and less 6d deformed nag or 6 8d common nail 8d common nail or 6 Bd deformed nail 1Od common nail or 6 fid deformed nail 2" planks 2-16d Roof rafters to ridge, volley or hip rafters: toe naif 4-16d face nail 3-16d Rafter ties to rafters, face S-Sd __ Wood structural panels, subfloor, roof and wall sheathing to framing, and partJcleboard wall sheathing to framing 5/16 - 1/2 6d common nail 6 (subfloor, wall) 8d common nail 6 (roaf)f 8d common nail 6 1Od common nail or 6 8d deformed nail othenvise stated. Nails used for framing and sheathing connections shall hove minimum average bending yield strengths as follows: 80 ksi (551 Mpa) for shank diameter I 0.192 (20d common nail), 90 ksi (620 Mpa) for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi (689 Mpa) for shank diameters of 0.142" or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all at top and bottom d. Four-foat-by-8-foot or 4-foot-b~-9-foot pane~s shall be applied and staggered, var Rcally. Twa nails at ends and at each splice, e. Spacing of fasteners not included in this tshle shall be based on At each bearing Table RR602.3(1). f. For regions having basic wind speed of 110 mph or greater, 8d deformed -- nails shall be used for attaching plywood and wood structural panel -- roof sheathing to framing within minimum ~8-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet g. For regions having basic wind speed of 100 mph or less, nails for 120 attaching wood structural panel roof sheathing to gshle end wall framing shaft be spaced 6 inches on center When basic wind speed is 120 greater than 80 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced fi inches on center for minimum 4fl-inch distance from ridges, eaves and gable end wafts; and 4 inches 12g on center to gable end waft framing, REVISION CO B COMFL-IANCB LOCATION: 1785 CROWN LAND LANE, CUTCHOUOE,, OWNER: MR & M~S JOHNSON ALL/ED BU/LD£?S CUSTOM F~EMOD F'LIN(~ MAIN ROAD, ORIENT, NY 1 1957 EDWARD J. CEBUL DESIGNERS. FIELD INSPECTION 6 HOWE ROAD, CORAM. NEW YORK 11727 PHONE &: FAX (6.31) 690--4257 DRAWN BY: EJC SCALE: AS PROJ No. 10009 CHECKED BY: SP FILE: DATE: FEB 2010 No. ~L ~'~ ,CLI~fATIC AND GEOGRAPHIC DESIGN CRITERIA ITABLE 301.2(1) R301.2 (." ~301.2 (4) ~301,2 (2) R301.2 (3) R301.2 (6) ~301.2 (7} Rg05.2,7,1 NAILING SCHEDULE (FACE NAILED) TOP PLATE (TOE NAILED~ 516 LBS. 118 LEIS. 7/16" 6d 3" EDGE/6" FIELD J NAILING SCHEDULE FROM ~OD FRAME CONSTRUCTION MANUAL, 19B5 ED. JOINT DESCRIPTION REFERENCE NUMBER NAIL Z' W' TABLE OF NAILS SPACING S~UC31JRAL PANELS 1" OR LESS DIAGONAL BOARD SHEAS~-tlNG NOTES: 8d EDGES/12" FIELD 94 LBS. /Od FIELD LBS, 2-8d PER SUPPORT 226 LBS. 5-Bd LBS. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLASS OF MATERIAL LOAD-BEARING PF pounds per square foot) Sandy Gravel and/or grqve( (OW and DP) 3,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW. SP, SM, SC, GM and DC) 2,000 Clay, sandy cloy, silty clay, clayey silt, alit and sandy silt (CI, ML, MH and CH) 1,500b MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPEClRE[ CDMPRESg~ S~RENGT TYPE OR LOCATIONS OF CONCRETE CONS~UCTIDN Weathering patentic Severe SSUBE rc) TABLE 602A2/SSTD 10-99) DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf) 2'~N BUILDINGS WITH A MEAN ROOF HEIGHT (MRH) ~ OF 30 FEET W/BASIC WIND SPEED eOF 110 mph ~e~oee, A{a~ Fr.~ pos (+) NED (-) NEN (-) 0 < A < 25 39 -39 -45 25 · A < 50 37 -38 -42 50 ~ A < 100 35 -37 -~0 1. ]HE "EDGES S]RIp" (E) IS LOCATED IN THE CORNERS OF ]HE S~RUCSURE ~ND EXSENDS HORIZONTALLy FROM ]HE CORNERS iN EACH DIREC~ON A DISTANCE EQUAL TO 10 PERCENT OF ]HE LEAST HORIZONTAL DIMENSION OF THE ON'ERrOR ZEN~" (W), RESPECTIVELy. 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSiTIVE AND NEGATIVE PRESSURES, §. MEAN ROOF HEIGHT SHALL BE DETERMIRED iN ACCORDINANCE NIH FIGURES 1O2A, AND 102C. BASIC WIND SPEEDS SHALL BE DETERMINED FROM ROUBE 102B REVISION TABLE 301.4 MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS GROUND SNOW LOAD (SD: 4,5 LB/FT ROOF LOAD (SNOW LOAD CONVERSION) (AS PER ASCE 7-98 SECTION 7.0) RCNYS FIGURE R301.2(5) PF =' 7(. 9)(1 )(1 Cs = .85 TABLE 301.6 ALLOWABLE DEFLECTION OF STRUCiURAL MEMBERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION RAFTERS HAVING SLOPE GREATER THAN 3/12 W/ NO FIN. CEILING ATTACHED L/1SO IN~ERIOR WALLS AND PARS'ITIDNS H/1SO FLOORS AND PLASTERER CEIENGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING & ANCHORING SCHEDULE (BASEMENT) DATE COI B COMFLIANCB LOCATION: 1785 CROWN LAND LANE, CUTCHOUDE, N.Y. OWNER: MR & Ir'fRS JOHNSON ALL/ED t U/LDERS CUSTOM REMODELING MAIN ROAD, ORIENT, NY 11957 EDWARD J. CEBUL SHEET No. DRAFTING, DESIGNERS, FIELD INSPECTION b S HOWE ROAD, CORAM, NEW YORK 11727 PHONE ~ FAX (631) 698--4257 OF DRAWN BY: EJC SCALE: AS NOTED PROd No. 10009 CHECKED BY: SP FILE: DATE: FEB 2010 6