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HomeMy WebLinkAbout36842-ZTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36842 Permission is hereby granted to: Karsten, Russell & Karsten, Julianne Date: 11/2912011 57908 Route 25 Southold, NY 11971 To: construct a new covered porch, deck and hot tub with Trustees approval as applied for At premises located at: 57908 Route 25, Southold SCTM # 473889 Sec/Block/Lot # 66..2-2.2 Pursuant to application dated To expireon 5/30/2013. Fees: 11/18/2011 and approved bythe Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION SWIMMING POOLS - ABOVE-GROUND WITH REQUIRED FENCING CO - ADDITION TO DWELLING Total: $541.20 $250.00 $50.00 $841.20 Building Inspector ~orm No. 6 TOWN OF $OUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcY ~ appli~tion mu~t be filled in by typewriter or ink and submitted to the Building Department w~th the fdlo)ving: A. For new building or new use: 1. Finsl survey of property with accUrate'location of all buildings, property linea, streets, and unusual natura~ or . topograph/c feamv/s. 2. Final Approva~ from Health D.~t. of wate~- supply and ~werage-di~o~ai ($-9 form). Approval of electdea!/n~taliat/on from Boar~ bfFiro Unde~vfiter~. 4. ':~w~)m sta~. t from plumb, er ce~ifying that the ~older wed.in ~tem contahts le~s than 2/10 of 1% lead.. 5. Comme~iat bu/ld/n~, indu~tr/al buildin~ mtiltiple reaideace~ and similar build/ngs and L~s~allat!ons, a certificate of Code CemPliat~ce'from ~chitect or engineer respons/ble for the b~ilding, .6. Subm/t Flannin§ Board Approval of comple, ted site plan req~-~-ments. B. Fer existing buildings (prior to April 9, 1957) don-conforming u$~s or building~ ami "pre-existing" land uses: 1. Accurate~urv~y~fpropertysh~wingalipr~p¢r~ylines~h~et~bui~di~g`wad~unu~nat~ra[~rt~p~graphic fefitures. 2. A properly ?~mpieted application and consent to in,peet signed.by the applicant. If a Certificate of Occupancy is denied, the Building Inspector sh~]l state the ressons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Sw/mmi~g po01 $50.00, Acceaaory building $50.00, Additions to accessory building $50.00, Businesses $50.00,. ~. Ce.rtifieate of Occupancy( on Pre-existing Building - $100.00 3. Copy of Certificate of. Occupancy - $.25 . 4. UpdatedCer~ificateofOccupahcy- $50.00 ' 5. Temporary Certificate of Occupancy - Residential $15.00., Commercial $15.00 lqew Co~tmction: //~ Old or Pre-existing Building: ' ~tionof~ro~y: .ff72 Ho~d ~o. Date. (check one) Street · . Biock . ~ e__ Lot l~ffolk .County Tax Map No l000, Section Permitlqo. ~/.~9.~ DateofPea~nit. Hamlet Filed Map. Lot: Underraiteli Approval: Planning Boar~ Approval: Request fo~ Temporary Certificate Final Certificate: (check one) Applicant Si atg~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richert~town southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Karstan Address: 57908 Main Rd City: Southold St: NY Zip: 11971 5uilding Permit #: 36842 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Ser,/iceOnly ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~ HID Fixtures Wall Fixtures 121 Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture~_~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS 1-paddle fan, supply GFCI protected electric power to a self contained HOT TUB Notes: Inspector Signature: Date: July 20 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ I FIRE SAFETY INSPECTION [ ] fiRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU, GH) [ ] ELECTRICAL (fiNAL) REMARKS.- //~/~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU.~PLBG. [ ] FOUNDATION 2ND [ ]~HULATION [ ] FRAMING/STRAPPING [,~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DAT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] I/,~I)LATION FRAMING/STRAPPING [r'] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ~] I/,~ISULATION/ [ ] FRAMING/STRAPPING [//] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~ ~ DATE 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 iNSPECTO~~~:~ 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 PERMIT NO. 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 C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: {~' ,20 I/ Mail to: ~'~/~-~E ~d-~,~tt~"'~ Expi~ NOV 18 2011 Phone: ,PPLICATION FOR BUILDING PERMIT BLD6DEP~'. Date [[/]7/l! ,20 TOWN OF S0Um0D 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 plaa 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. ~'. Every building permit shall expire if the work authorized bas not ¢omlnenced within 12 months after the date of issuance or has not been completed withiu 18 months from sucb 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 Depamnent for the issuance ora Building Permit pursuant to tbe Building Zone Ordimince of the Town of Soutbold, Suffolk County, New York, and otber applicable Laws, Ordinm~ces or Regulations, for the construction of buildings, additions, or alterations or for rernoval 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 buildiag for necessary inspections. (Signature &applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee,/l,~ent, ~, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises J()Ct,t¥~/~'~ 4-~P/~.,Cff'p~¢_ (As on the tax roll ir latest dee~d) 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 of land on which proposed work will be done: 702 House Number Street Hamlet County Tax Map No. 1000 Section ~:P ~ Block 0 2- Lot ~.. ~- Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of 2oroposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building. Repair Removal Demolition Addition /~ Alteration Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. ir busin%s, commercial or mi×ed occupancy, specify nature and e×tent or each type or use. c -'; 7. Dimensions of existing structures, ir'any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front ~e~/~--' Depth Depth 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated ~ 4- O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES__ NO/~ Will excess fill be removed from premises? YES 14. Names of Owner of pr..e, mises._~C 'l~'a"~q~'-~-'et~ ~'' Address Phone No. Name of Architect ~4.~ [ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V//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 * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) . . .~,~ff~ ~"'~ ~T~.- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ,/~_/~ (Contractor,~t~ t ~ ~Agent, Co, orate Of~cer~ 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 this -- } ~L~ day of ~W~® 20 JJ Notary Public · . BOARD OF $OUTHOLD TOWN TRUSTEES SOUTHOLD; NEW YORK PF_.P~MIT NO. 7678 DATE: OCTOBER ~), 2011 ISSUED TO: RUSSELL & juLIANMI~ KAIIS;I'~ PROPERTY ADDRESS: 57908 MAIN RD., SOUTHOLD SCTM~f.66-2-2.2 AUTHOR, JZATION Pursuant to the provisions Of Chapter 27~ of thc Town'Cod© 0fth¢ Town of Southold an, with the Resolution of the Board of Trustees adopted at the meeting held on October 19.2011 in application fee in the sum of $500.00 paid by Rus~ll uli Karsten and subj as stated in the Resolution, the Southold ToWn Board of Tmsteea authorizes and permits the following: Wetland Permit to construct a partially covered deck off the rear of the existing dwelling; hot tub; as-built pool, patio and fencing, with the Condition a line ~ bales and silt fencing is installed landward of the buffer and maintained throughout construction and the existing buffer is maintained, and as depicted on the site plan prepared by Mark Schwartz & Assoeiates dated September 1, 2011 and stamped approved on October 19, 2011. IN WITNESS WHEREOF, th~ said Board of TruStees hereby causes its Corporate Seal angl these presents tO be Subscribed by,a maj°~ity 6fth~ said B°ard a~ °~ this date Dave B~rgen - Absent to be affixed, 89/Z4/2012 09:3Z 7656E4! ~O~ dF' TRU~ PA6[ 0~ Telaphone (~]) ~8r~0~ Fax (S3t) ~ BOARD OF TOWN TRU~ TOW~ OF 80UTHOLI1 CERTIFICATE OF COMPLIANCE # 0798C Suffolk Comfy T~x M~ # ~ Conforms to the a~n for a Trml~ Permit her~ofore faed in tlfla Or,ce Daunt ~1~ pm~uant to which Trmtem Wetland Permit ~ Dated ~ and Amended on Au~ 22. 20~2. nd conforms to tit of requirenmnt~ nnd condfffons of ~te applicable provbiom of I~v. The proj~t for wMeh ee,rt~ica~e b being issued is for ~e coflntrucfi ' I ~ov the '' ' tub' ' 4' ' ' · 4'h' ' e~ ' ' '' ' sod 't · ' ' edl u andre ' ' 'onaodf~e · xiotinf buffer is The eerlffleate b bsued ~o IU.!SSELL & J1~LANN~. ]r. ARSTJ~T owners ofth~, aforesaid property, , New York' State Oepa, t.~ent of Environmental Conservation ! OiVfi;i~n of Envirorrmer~al Permits, Region One ~ulJd~ 40 - SUNY, Stony {~rook, New Yo~'117g~'2356 ehf~e,(63~.)444-03~$ · P."RX:'(~31) 444.-g360 LETTER',OFNON,-JURi;.~rlC~O N: TIDAL WETLANDS ACT June 15, 2001 Mr. Chai~ies DeLuca Box 1136 Southo[d NY 11971 DeLuca Property - Lot ~t4 i~ $¢~division of Chartes DeLuca- 57908 Main Road Soul~d, NY 11971 DEC# 1-4738q]2899100001 B0ar¢ 04 t'rustees Dear Mr. DeLuca: Base,'J on the information you have submitted, the New York Slate Department of Envronmental Conservation has determined that: The poilion of your property which is located ~andward of the topographic crest of a bluff in excess of ten feet in elevation, as shown on the survey prepared by John C. Ehlers last revised May 9, 2001, is beyond the lufisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance wtth the current TKiel Wetlands Land Use Regulations (6NYCRR Part 661) no I:~'mit is required under the Tidal Wetlands Act. Please be adCSed~ however, that no construction, sadiron.Nation, ~ disturbance of any kind may take place seaward of the tidal wetlands Juflsdlctional bound~y, as indicated above, without a permit. 'it is your responsibility to ensure ~at .all necessary preca..~, OhS are taken tOprevent any sedimenta~on or other atterat~on m' disturbance [o the ground surface or yegetation wffh{n Tidal ~/Vetland$ jurisdic~3n which may result from your project. Such pmcautk~s ma,/ fr~ude'maintaini~g adequate work area between the tidal wetland Jurisdictional boundary and your project (i.e. a ~5' to 20' wt. de. construction area} or e~ecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not reileve yeu of the responsibility of obtaining any necessary permits or apprOVals from o(her agencies. cc: Permits & Drafting IJnlimP, ed Very truly yours, Pe'rm~t Administrator Eros!o..~ Sedimentation & Storm-Water Run.off AssEs~,%.,.,,NT FOR:.'. O~ ~ . ~ ~c-~ ...... ' .......... N ~ ~ ~0~0~ - ~0~ ~N~U~O~ ~ / wo~ A~.~ ' - Pem~t No. oP.4~o~01.) requlr~ p~mdnJclm .l~m v, am- ,mfleoemer4 i~.~ lira4 wll be L. Nd mGb. FORM - 06110 . S'I'~.'I_'E OF NEW YORK. C..~'~,.~.../ ' ........ ,,.~,,~ h,/~ ,.,h, ............. ~ ~~~ ............. .............. '~! ,...,~ ,~.~ ,~,~, ~,,. ,~) ~ aad/br represe~iag~c oJ'th¢ {~ or ~ and is duJy aulho~d Jo peri'olin or haYc pe. rJ'ora~d 13he said work Towu Hall Anncx 54375 M~m Road P.O. Box 1179 · Sou~hoid, NY 11971-0959 Telephone (631) 765-1802 er ' 6~! 7 ( BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Company Name: Name: license No.: ~,ddmss: Phone No.: Date: _f i JOBSITE INFORMATION: (*lndi~,ates required information) *Cross Street: ~ ~ ~ *~one No.: ~ ~l ~G ~' I ~t ' Pe~it No.: ~ ~ ~ T~MapDistH~: 1000 Se~ion: /~{ Block: ~ Lot: ~ *BRIEF/DESCRIPTION OF WORK (Please PHnt cleady) /~ ~ ~on~ ~"~ ~ (Please Circle All That Apply) *ia. job ready for Inspection: .*Do you need a Temp Certificate: Temp'lnformation (If needed}· *Service SIze: 1 Phase 3Phase *New Service: Re-connect AdditiOnal Information: 82-Request for Inspectio~ Form 100 Underground YES I NO Rough In YES / NO Final 150 200 300: 350 400 Other Number of Metem Change of Service Overhead PAYMENT DUE WITH APPLICATION Town Hall Annex 54375; M~in Road P.O. Box 1179 Soufl~d, NY 11971-0959 REQUESTED BY: ~,ompany Name: ~Jame: _icense No.: Address: Phone No.: ro~er.fi( BU~.nING DEPAR~ TOWN OF 8OUTIIOLD APPLICATION FOR ELECTRICAL INSPECTI( JOBSITE INFORMATION: Telephone (631) 7~5-1802 BLDG. ~. '~OWN OF SOU~HOLO Date: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: TaxMap District: '"10-00 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: Lot: · (P!ease Circle All That Apply) *Is job ready for inspection: *Do. you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase 3Phase ~New Service: Re-connect Addifienal Information: .82~Request for lnspec~on Form ~NO Rough 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead _PAYMENT DUE WITH APPLICATION Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 July 20, 2012 Russell & Julianne Karsten 57908 Route 25 Southold, NY 11971 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 ¥our 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: 36842 - Porch, Deck and Hot Tub REVISIONS. HIPPODROME CREEK Z ...... ~- .. ~ ~ ~ WITHOUT CERTIFICATE ~ ---. -- ~ X OF OCCiJPANCY ~x~ ~ ~ ' - -. ~ % APPROVED ASNOTED -'~'~ ~~ ~ '- . ~ ~ FLOOD ZONE AE (EL 8) .... '~;/~( ~ ~ ~ - - - - - ~ ~FLOOD ZONE X FEE 7¢/'~ < ~ ~ ' -. ~ NOTIFY BUILDING DEPARTMENT A~ ~ *~ ~ ~ 765-1802 8 AM TO 4 PM FOR THE '~ '~ ~ ~ /] FOLLOWING NSPECTIONS % ' -. /' %' ~ /. ~ I .~, ~ FOUNDATION-TWO REOUIRED ~ o~ '- / N ' ~ ~ ~" I ~ ~ ~ ~R POURED CONCRETE ~ ~'~ ~ ', / % ~.~ ~ - -- ~ / ~'~ ROUG. F,A~*~ ,~UMB~X~, ~::,~ ~ '% ~ / ~'~O ~SILT~OP ~ ~ ~. L ' . ~ STRA~)NG ELECTRICAL&CAULKING '~ ~' C.~.'.'~'O'~"~j~'C'..'...~. ,~oe D ~ '~ ~ ~ ~C lie ~NTSOFTHECUuEEOFNEW <,',',',, cc,, '~0,,~-,,' ,- .... ~ ,,~,x? N%~,,,.:,.., O' TOE-IN ~~¢(~ PRE-ASSEMBLED SILT FENCE''':'''~'>';~'~ "::'"' "'" ' "'"'""""?' ....__ __ / ENCLOSE POOL TO ~DE ] LOCATION: A~EA: LOT COVE~AGE:EXCVATION: FILL: ~NDS: -9,280 SQ. FT. - - BUtLDABLE P"OPE~: 72,60~ SQ. FT. 1.67 ac. - EXISTING HOUSE 3,529.S ~Q. FT. 4.9 Yo - EXISTING FRONT PORCH: 69.4 SD, FT. 0.1% . _ [XI~ING REA[ PATIO: 478A ~. FT. 0.7% - - EXISTING POOL: 800.0 SQ. ~. 1.1% - - EXISTING POOL PATIO: 1,292.0 SQ. FT. - - - EXI~ING DRIV~AY: 3,900 SQ. FT. - . _ PROPO~E~ DECK: ~87.8 ~, FT. 0~7% 5 CO. YD. 5 CU. YD. PROPOSED CO~ERED PORCH: 365.9 ~Q. FT. 0.5% 4 CU. YD. 4 CU. YD. TOTAL: 6,843.5 ~Q. ~. 8.1% ~0 CU. YD. lO CU. YD. R 1 R O A D - +/-,o SCM 1000-66-2-2.2 MAIN ROAD SCALE: ~"= 20'-0' LIC. NO. 50202 Ph. 3 SURVEYED: 08-23}~/j ~ O AMENDED: 11-25-~~ LOCATION: AREA: LOT COVERAGE:EXCVATION: FILL: GROSS PROPERTY: 81,881 SQ. FT.1.88 ac. ',X/BI'LANDS: -9,280 SQ. FT. BUILDABLE PROPERTY: 72,601 SQ. FT.1.67 ac. EXISTING HOUSE 3,529.3 SQ. FT. 4.9 % EXISTING FRONT PORCH: 69.4 SD, FT. 0.1% EXISTING RIEAL PATIO: 478.1 SQ. FT. 0.7% EXISTING POOL: 800.0 SQ. FT. 1.1% EXISTING POOL PATIO: 1,292.0 SQ. FT. EXISTING D)RIVEDUAY: 3,900 SQ. FT. TOTAL. 9.808.8 £Q, ~ 6.8% PROPOSED DECK: ~-87.8 SD, FT. 0.7% 5 CU. YD. 5 CD. YD. PROPOSED COA/ERED PORCH: 365.9 SQ. FT. 0.5% 4 CU. YD. 4 CU. PROPOSED HOT TUB: 31.0 SQ, FT. 0.1% 1 CU. YD. 1 CU. YD. TOTAL. 9.94,7.,~Q. r~. 1.3% TOTAL: 5,843.5 SQ, FT. 8.1% I0 CU. YD. 10 CU. YD. F REVISIONS. REAR ELEVATION SCALE: 1/4"= 1' , EXISTING SECTION A-A I}il OLUMN ~ COLUMN ABOVE I ABOVE SCALE: 1/4": ~' FOUNDATION P~N ~:.~ 21'-10V2" 4'-3" 7'- 01/2" ),ri 8'-8"f 5' 8" f 6'-gv2" ~ 3'--0" 1', 3" 111~2'' 4'--8" --5' ,, --:iD ...... ~-- '~ .... ;G-' ..... ', 4., TYPICAL DOOR OPENING (LESS THAN 4'-BXB'-O" OPENING) TYPICAL WINDOW OPENING (LESS THAN 4'-DXS'H]" OPENING) TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OX8'-O" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION F~STENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL5 WITH A MINIMUM THICKNESE OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERM]TTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH AITACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, I609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE, ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPL[C~BLE, ALL PANELS MUST BE CbT TO SIZE AND READY TO USE ON ANY NEW ~EN DOWS AND DOORS. SHUTEERS MUST BE r~ARKED FOR WHAT OPENING [T IS TO COVER. HARDWARE MUST ACCOMPANY SHLrFFERS FOR INSTALLATION, 22' 0" DECK. COVERED SEATING COLUMN wi J N~PICAL) .~ 27' 9" 22'-6" -DECK] 6'-1" HOT TUB 7'X7~ NOTE: 1ST. FLOOR PLAN SCALE: 1/4" = 1' 2ND. FLOOR PLAN SCALE: 1/4" = 1' A-2 REVISIONS, WIND lOAD PATH CONNECTION AND CONSTRUCTION DETAIl_ DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESisTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INsTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4"DIA. M t M ' , CRIPPLE STUD 'C) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA i RAETER -- . / X~ ".. GROUNE WlHD SE.M~C ! PRorr WlHTE* .CESH~ELD PLOOD LEDGER O ' "° ~ HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS WALL , 4" DIA, MAXIMUM ~ ~ , GIRDE~HEADER O~OO7 FRAMING: JOI~TOGIRDER/HEADER RTl0 TYDO~NANCHORCONNECTTOEA,CHJOISI SCALE: ~/4,. = 1, TOP P~TE FOOT FLASHING TUC~ED UNDER ~ ~ QTY. SPACING ,,,, NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING RAFTERTO 8'WALL: 3-Ed COMMON EACH TOE-NAIl TOP PLATE 10~ WALL: 4-8d COMMOi~ RAFTER CEILING JOIST 8'WALL: 3-Ed COMMON EACH TOE*NAIl TO TOP PLATE i0' WALL; 4-Ed COMMOP JOIST CEILING JOIsT TO AS PER TAELE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL NAIL NAIL JOINT DESCRIirl'ION NOTES QTY. SPACING NAILING SCHEDULE CODE: 2010 PLAN CONTENTS: G X O":S !.= WIND FRAMING NOTES [NYS EDITION] --, L . ' 1). RIDGE-TO-RAFTER ASSEMBLY; ROOF FRAMING: OCCUPANCY CLASSIFICATION Rg RESIDENTIAL NAIL NAIL BUILDING USE RE$1D ENTIAL [])'gq E LLI N O 1-1/4" x 20 gauge strap shall be attached to each pair of rafters iln accordance to table 3,4. JOINT DESCRIPTION NOTES Vdhen a collar tie is used in leu of a ridge strap, the number of 1Od common nails required QTY. SPACING CON STRUCTION N UTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. RAFTER TO 8' ~'UALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'X)UALL; 4-ad COMMON RAFTER TOE-NAIL TOTAL SQ. FT, OF CONSTRUCTION (SEE PLANSi 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-\~dALL ASSEMBLY: CEILING JOIST 8' ~0~/ALL: 3-ad COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceilin§ or ttruss to top plate shall be in TO TOP PLATE 10' ~X/ALL: 4-ad COMMON JOIST TOE-NAIL for generally accepted good building practice and compJiance with current New York accordance to table 3.3. ¥'(/hen a rafter ar truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT BBC HIGH ~dIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhanging the rake side of the building PARALLEL RAFTER ~0UFCM - SaC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected with uplift connections [n accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM ~ SaC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3~3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - BBC END NAIL A~-FICS w/o STORAGE 10 should be adhered to even if [n variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4), WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wail studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shah have a minimum embedment of 7 inches in concrete WALL F RAMIN G: STAreS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING {DESIGNED FOR CAT. C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER J FACE NAIL implied the plans. anchorSpadngbolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5), Refer to the Window and Door schedule for exterior openings, corners- TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 24" FACE EGRESS SEE FLOOR PLANS AND '0~INDOVJ SCHEDULE 6), The General Contractor is to ensure that masons/or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON Sym.: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls witl~ a minimum of 7/16 inch wood structural panel on the exterior STUD O.C, NAIL FIRE PROTECTION attached with 8d common nails at 6" o.c, at the panel edges and 12" o,c. in the field, and 16" D.C. FACE i (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS 7). The GeneraJ Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o,c. at pane] HEADER TO 16d COMMON ALONG EDGES NAIL , such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. in the field shall be in accordance with the [ength requirements specified HEADER in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END J TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOU N DATION N UTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUNI2 WIND SEISMIC FROST WINTER ICESHIELD I). The General Contractor and Mason to review plans, elevations, details and notes to FLOOD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewalJ lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shaJJ be lin accordance with JOINT DESCRIPTION QTY. SPACING NOTES 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 2.4.4.2 and 2.2.4 respectively. PER TOE TO HEAVY MODERATE 3). Provide 1/2" expansion joint material bel~veen concrete slabs and abutting JOIST TO: 4 - 8d COMMON concrete or masonry wails occuring [n exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIN D LOADS: Header and/or girder connections shah be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill pJates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, 18" long at 12" o.c,, Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST 2 - Bd COMMON END NAIL 4-' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON ~ 6" D.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fiji with 6x6 wire mesh reinforcing, interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE gd COMMON ~ 6" O.C 8d COMMON to be minimum 3-1/2 inch thick. All flit to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shaIII either be notched and BLOCKING TO: 3 - 1Od COMMOi~ BLOCK NAIL i NOTE: 2 FOR PANEL FIELD 6" maximum rifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE don§ the open ceiling part of the building· Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON ~ 4" O.C 8d COMMON ~ 4" O.C. J SEE NOTES: 1,3 6), Crawl spaces to be provided with a minimum 1B"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - ]6d COMMOh JOIST NAIL 8xl6 cast iron foundation vent for every 150 sq. ft. of area.NOTES DECK AND COVERED PORCH NOTES: JO'sTON LEDGER PER TOE JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 7), Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - 8d COMMON N.Y.S. Residential Construct[on Code, A &mil poIyethylene film shall be applied over 1). Unless otherwise noted, ail framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfiJJ[ng. All fasteners, hangers and anchors to be galvinized or stainless st,eeL TO JOIST 3 - t6d COMMOi~ JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each ~ide of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMOh FOOT SEE NOTE: 1 Girders on concrete piers shaft be anchored with proper steel connectors anchored SILL OR TOP PLATE 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" din x 7" long anchor bolt witlh washers and nuts. ROOF SHEATHI ~lG: EoT framing members with <0.42<G<0.49. the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL I), All framing techniques and methods as prescriptive design of current BBC High ~'Uind 3). Posts supporting girders shall be anchored to a 12"x12"x12" tlhick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members wRh G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x B" long anchor bolt with washers and nuts. Footings Shall be 3 ft. '~ ~=~'~vnmrm~rnll'~t~n 1~2~<(~ AS PER TABLE 3.8 h the nail spacing shall be reduced to 3 inches D.C. below grade. Porches with covered roofs shall have t2" dia. corncrete piers for the girders. STRUCTURAL PANEL 8d 2). Unless otherwise noted, all framing and structural wood material to be #2 + BmR. WFCM-soo ,.JIREMENT$ FOR V/IN D LOADS: Douglas Fir. 4). Deckjoiststohaveblockingat g'0o.c., CEILING SHEATHING: SCALE: L~D/~ATi~N NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3), Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between th~ building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise, Ledger to be fastened to building with I/2" dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE Bd COMMON @ 6" O.C 8d COMMON 7" D.C. EDGE NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 5d COOLERS i 10" O.C, FIELD INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" D.C, SEE NOTE: 3 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 +BTR, Doug. Fir. WALLBOARD Bearing wall headers to have (2, jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade, openings, LVL headers to have (3)jack studs and (2) full length studs on each side ofWALL SHEATHING:NOTES openings. Bearing walt window sills shall also have (2) window sill plates for 2x4 wall 7). Ail joists to be supported with hangers and anchors, Each Joist shall also be anchored NAIL NAIL THESE NOTES ARE ONLY TO BE IREFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 walt openings between 5'11 and B'9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURALpANELS Bd COMMON ASWFcMPER TABLE, SAC3'9 be1)' used.FUr wall sheathing within 4 feelt of the corners, the 4 foot edge zone attachment requirements shat[ anchors where applicable to aLL connecting joists.PLU MB IN G N UTES7/16" OSB 6d COMMON 6" D.C. FIELD 2). Tabulated 12 inch o,c. nail sparing assumes sheathing attached to stud framing members with 6). Double up floor joists under wails that run paralLeL to the flOaT joist and under bathtub 1). ALi water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD · 7,, O.C, EDGE G>0.49. For framing members wi:th 0.42<G<, the nail spacings shaLL be reduced to 6 Laches D.C. FLoors to have ceramic tile installed shalJ be verified for proper Load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 10" O,C. FIELD on plans. 3). For exterior panel siding, galvinized box nails shaJl be permitted to be substituted for common naris. 7). Provide 2-1-3/4" thick microlams ( height to match floor }oists) around stairwelL and/c · 2). Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). [f wa[[ studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8}. Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Bd COMMOb 6" D.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9). Provide block[ng/bridg[ng in fioor joists at B'O o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES I"ORLESS 12"O,C. FIELD 1)'pp` V DEg/B"TYpD×sHEETR CKF REsT pp1NGAT1 MAX MUMD sTANCEsF RN NACCESS gLEAaEAS. under all bearing wails, 1). Mechanical subcontractor is responsible for adhearing to all appLicable codes and safetyN UTES: ,~. use SIMPSON H~,NGERSAND ANCHOR~'0~{TH Z,MAXTR,PPLE PROTECTIVE COATING between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Provide insulation baffles needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing ,~ requ}red by current NYS P,e,sldentiml CDde- F~REBLOCKING REQUIgED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide find system layout drawing and submit [t to the General nailed 6" on-center at the panel edge. [f wall sheathing F{reblocklng shall be prouJdedl to cu~ off all concealed draft openings {both vertical a~d hod~onlalt 12). Unless otherwise noted use 3/4" thick T&G FTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural nrehlock[ng shall be provldedl In wood-ff~me construction in ~he following loratJons, adhered with PL400 adhesive and screwed to floor joists. Finished floor to be instaBed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, ,1. In conceded space, of shJdlwatls ~nd pmtitions, includlng furr,d spat,s, at 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ~ ~ ,l. A, nil ,nterconnedlons b~bween conce~d v,rtic~l ~nd h~rlz~nt~l sp.ces such .s occur a' tarfa,, ceilings and over furnace to have 5/8" thick type-x sheetrock. ALL other parts of building 2). ALI electrical work shaft be approved by a qualified Underwriter. members,the tabulated number of naris shall be permitted drop ceiEn~s and coue cei[lrngs. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S. Residential Construction Code. under stairs fhall complyw~ith current N.¥.S. Resident}al Code. torch down type material over. approved equal, Fbt roofs shall be applied wRh a Fiberglas base sheet with an EPDM2ND FLOOJ ,o :Noml,.,,o,.n, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates toSCALE: 1/4" 1' be installed with a foam si[[ gasket and cop-r-rex termite shield or approved equal NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH FOE-NAIL TOP PLATE 10' ~JALL: 4-ad COMMON RAFTER CEILING JOIST 8' WALL: 3-ad COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-ad COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SaC LAP NAIL COLLAR TiE AS PER TABLE 3~4 EACH FACE TO RAFTER ~FCM - BBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAiL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE aEgDENTIAL [~ELLING BUILDING HEIGHT (SEE PLANS) TOTAL SQ. FT, OF CONSTRUCTION (SEE PLANSi PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT BBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 Aq-flCS w/o STORAGE ]0 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF ' FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS ~EE FLOOR PLANS AND WINDOVd SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C, NAIL HEADER TO 16" D.C. FACE HEADER t6d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM pLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAiL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOi~ BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMO~ JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMOh PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMOh PER TOE NAIL SiLL OR TOP PLATE FOOT SEE NOTE: ROOF SHEATHI NAiL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE B.B STRUCTURAL PANEL 8d WFCM - NAIL SPACING NAiL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON ~ 6" D.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE gd COMMON ~ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C 8d COMMON @ 4" O.C. SEE NOTES: 1,3 SCALE: i/4' = j NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" D.C. SEE NOTES; 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" D.C, SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL Id COMMON AS PER TABLE 3.9 PANELS WFCM - BBC 7/16" OSB 6d COMMON 3" D.C. EDGE PLYWOOD 6" D.C. FIELD GYPSUM 7" D.C, EDGE 5d COOLERS WALLBOARD 10" O,C . FIELD