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Home My WebLink About36153-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 12/27/2011 CERTIFICATE OF OCCUPANCY No: 35361 Date: 12/27/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2350 Clearview Ave, Southold, SCTM #: 473889 Sec/Block/Lot: 70.-10-28.3 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this officed dated 1/18/2011 pursuant to which Building Permit No. 36153 dated 1/31/2011 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: adcY~tion and alteration to an existing one family dwelling as applied for. (Four bedroom limit) The certificate is issued to D & D Brody LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/23/11 36153 12/9/11 r~Reliable Inc FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36153 Z Date JANUARY 31, 2011 Permission is hereby granted to: M & D LLOYD 2350 CLEARVIEW AVE SOUTHOLD,NY 11971 for : ADDITION & ALTER3tTION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FOUR BEDROOM LIMIT; FLOOD ZONE PMT. at premises located at County Tax Map No. 473889 Section 070 pursuant to application dated JANUARY Building Inspector to expire on JULY 2350 CLEARVIEW AVE SOUTHOLD Block 0010 Lot No. 028.003 18, 2011 and approved by the 31, 2012. Fee $ 584.00 Authorized Signature ORIGINAL Rev. 5/8/02 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 ro.qer, r chert~,town southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Llyod Address: 2350 Clearview Ave City: Southold St: NY Zip: 11971 Building Permit #: 36153 Section: 70 Block: 10 Lot: 28.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric LicenseNo: 578-e SITE DETAILS Office Use Only Residential I~~ Ind°°r I~ Basement [~ Corn medcal Outdoor 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures [~r~r___l.~r~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Main Panel NC Condenser Single Recpt Recessed Fixtures I2 Sub Panel NC Slower Range Recpt Fluorescent FixtureI Transformer Appliances Dryer Recpt Emergency FixturesI Disconnect Switches Twist Lock Exit Fixtures L Other Equipment: 2-paddle fans, 4-exhaust fans GarageHotPoolService Tub Only HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: Dec 9 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building PermitNo. ~ 3(el~ Owner: -Iot{d (Please print) Plumber: ~O £J~, .~e, fl_~'_,',3oCo_ (Please print) water supply system contains ess than 2/10 of 1% lead' I certify that the s°lder used in the ~ ~~naturo}[ Sworn to before me this c~ cot. dayof ~.~nD~ , 20 ~ Notary Public, ,gU~f'd Y'... County BERNADETTE L. TAPLm ItOTADY PUBLIC St~t~ of New York ~qe~l~ill~ m Sulfelk County ,,~,Z 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 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing bUildings (prior to April 9, 1957) non-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 1. Ce~tificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing BuiIding- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Te~nporary Certificate of Occupancy Residential $15.00, Cmnmercial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: H})use-No. Street Owner or Owners 0f Property: ,~. _z~,n ~.S~ .(~ ! Suffolk County Tax Map No 1000, Section 7t0 Block Subdivision DateofPermit. t- S/ - // (check one) Hamlet Request for: Temporary Certificate Fee Submitt~,d: $ _ ~_~'",0 , p'D Final Certificate: J (check one) Permit No. ~(~o t q' .3 Health Dept. Approval: Planning Board Approval: Underwriters Approval: l~ Lot ~', 5 Filed Map. Lot: Applicant: ~q_z~_ . ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [,~]q:IOUGN PLBG. [ ]FOUNDATION 2ND [ [ ]FRAMING/STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]RRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAlly(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:~/~I~'-~ f ~'~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~/]'ROUGH PLBG. [ ] F~NDATION 2ND [ ] INSULATION [i/~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FII~_ L) REMARKS: ' ~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [[. ] R~H~ iNSULA~LoBNG' ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC'rRICAL (FINAL) REMARKS: ---~-~.~ / ~'-~ <:~.- DATE INSPECTOR ~ ~S~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [(~.] ELECTRICAL (FINAL) REMARKS:. DATE ~<~"~-~OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] ROUGH PLBG. [ ] I~,~ULATION [ /,~]~1NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) R DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPA~RTMENT TOWN HAEL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. North Fork.net Examined I/:~/_, 20 [/ Approved [/3[, 20 (/ Disapproved a/c PERMIT NO. ? (o 5'-~ 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 Flood Permit Storm-Water Assessment Form Contact: Mail to: ~1;~'_1~- Building Inspector ;PPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ']/,~-/ ,/ ,20 tpletely 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'~om~mnced belbre 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 lbr 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. L Every building permit shall expire if thc ~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 rio zoning amendinents or other regulations affecting the property have been enacted in the interini, the Buildirlg 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 tbr the is}uance 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 applicant or name, ifa corporation) (Mailing address cffapplicant) State whether applicant is owner, les ngineer, general contractor, electrician, plumber or builder Nameofownerofpremises /~/~__..ff-/~./~.(~ {~ ~/~7)~2~o 7"'~"~' · ' ' (As ~on the tax roll or iat~t/deed) if applicant is a corporation, signature of duly author/zed 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: House Number Street County Tax Map No. 1000 Section 70 Subdivision Hamlet Block ] O Filed Map No. Lot Lot 2. State existing use and occupancy of premises and Jnteuded use and occupancy of proposed constmciiou: a. Existing use and occupancy -5',//b/~' C ~. ? ,,~ ,'~ I £ O' ~ g' X" f b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated C6st Addition 'x/ Alteration Other Work (Description) 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. · Fc. 4,os 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories 8. Dimensions of entire new construction: ~ont Rear .Depth Height Number of Stories Depth "Rear 9. Size of lot: Front Rear _Depth 10. Date of Purchase Name of Fenner Owner l 1. Zone or use district in which premises are situated j~24- ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~f l 3. Will lot be re-graded? YES NO 7 Will excess fill be removed from premises? YES NO 14. Names of Owner ofpremises C C O ~ O Address ~6t~ IlfJ~honeNo. r{6 7~ 77~ e6 NmeofArchitect ~C~~ .Address PhoneNo 7] ¢~/~ Name of Contractor Address Phone No. 15 a. ls this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~k/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES '~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 NO ~/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) .~:~ ~ J~ ~"~'~T~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNOH Notary Public, 8ta~e of New Yo~k (S),e is the Corporate Officer, etc.) (Contra{:tor, Ag6nt, 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 tree 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 day Notary Public 2011 "c3~e o f Applicant Main R~ld · PO Box 933 · (~:uh'hlifuc, N'I' 11935 January31, 2011 Southold Town Building Department P.O. Box 1179 Main Road Southold, New York 11971 Re: Additions and Alterations to: Lloyd House 2350 Clearview Avenue Southold, New York (SCTM# 1000-70-10-28.3) To Whom This May Concern: The Lloyd House will be a 4 bedroom house with an existing master Bedroom on the first floor, two existing bedrooms and one proposed bedroom on the second floor. Please call this office ff you have any questions or require additional information. Mark Schwartz To~vn Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 _ ~..ax (631) 765-95t]2. ro.qer, ricner~(.~own southo~a ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BY: Company Name: Name: License No.: Phone No.: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) 1000 Section: ~ Block: Iff Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please 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 Additional Information: 100 Underground YES / NO · ~ Final YES ~ 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town of Southold Erosion, Sedimentation & S,torm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~ ~)~ 7(~ Bto~ kO ~Lt, ,,~ STORM'WATER, GRADING? DRAINAGE AND EROSION CONTROL pLAN eeofion CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, $COPEOFWORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT [ Yes No a. What iS the Total Ama of the Pmjast Parcels? the(InclUdescopeT°talof WorkAma for°f alIproposedParcels Constmclion)l°cated within ~ ¢~ ~.~'" 7~. _0 ___¢).~? ~, '1 Will this Project Retain NI Storm-Watar Run. Off Generated by a Two (2") Inch Rainfall on Site? b. What is the Total Ama of Land Clearing (s.~. I,~:~s) (This itam will include all mn-off oreated by sifa clearing and/or construction acitvttJes as well as all and/or Ground Disturbance for the pmpesed coflsbuctlon acitvity? (~ Site Improvements and the permanent creation of impervious surfaces.) (S.F.,~.I 2Does the Site Plan and/or Survey Show NI Proposed PRO3/[DE BR[7_~' PROJ'~CT DESCR[FT]ON ~WoV, d~ ~ ~ ~* ~) Drainage S;nJctures Indicating Size & Location? This Item shall include all Proposed Grade Changes and ADD ~)OJ~ ~'I ~'~ ..r' ,~i--A~ SlopasContrclllngSurfaceWaterFIow. ~--~'/ M(., ~"~?-]~__ / ,A~'/~-[og'~ 3 Dnes the Slta Plan end/°r Survey describe the er°si°n and sediment control practices that will be used to · control site ercolon and storm water discharges. This '~ (" ~"~' '~ /or p 0 ~,J 1~ item must be ma~taineq throughout the Enitra Construction Peded. 4 Will this Project Require any Lend Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards~L=~J -- of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities r'~ Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland Or Submission of a ewPPP is required for all Cor~tm~on activities invoMng soil Beach? disturbances ~f one (!) or mom acres; including disturbances of less than one ac~e that 7Will'there be Site preparation on Existing Grade Slopes are part of a larger common plen thai will ul6rnataly dislerb one o~ meee acres of land; which Exceed Fitteen (15) feet of VeriJcal Rise to including Conslm~lon activities involving so~ dicturbances of less than One (1) acre where One Hundred (100') of Horizontal Distanca? the DEC has determined that a SPDES permit is required for stcrm water discharges. SWPPP'a Shall meet the Minimum Requirements of the SPDES C-e~eral Permit 8 Will Driveways, Parking Areas or other Impervious For Stomt Water Discharges from C~slmctton a~lv!ty. Permit No. GP-O-~ 0-001.) Surfaces be Sloped to Direct Storm-Water Rub-Off 1. The SWPPP shall be prepared pdo~ to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way?~ -- 2. The SWPPP shall describe the emsinn ;md sed~neof contm~ practices and where 9 Will this Project Require the Placement of Matsrist, required, poth-co~struc6o~ strum waler managemem praofines that will he used aed,~3r RemOval of Vegetaiton andlor the Construct;on of any conalmcmd to reduce the pollutants in stom~ water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder __ identify poten~al s~umss of Ix~luflon which m~y maso,~ably be expected to affect the component shall be prepared by a qualified Design Pmfssalonal Licensed th New York a Storm-Water, Gredlng, Drainage & I~oalen Control Ple~ is R~lubed by the Th~m of that is knowledgeable In the Pdnc~es and practices of Storm Water Management. Seuthold and Mt~t be S~bmltted for Review PHor to lesuance of Any Balking Permit. STATE OF NEVV' YOR~, Notaq~ Public, State of New Yo~k COUNTY OF ........................................... SS No. 01BU6185050 ..... Quoll~ed in Suffolk County ............... '(Na~e ofi;~'~;~i'~r~'~'~ij ................. ° ' , m' y ,~t,rvme tS me appuca]~ ]or ferrari, Owner and/or ~presentafive of the Owner or Ow~m's, a~d is duly authorized to p~fform or have performed the sa~d work a~d to ma~e and file th~s application; that ail statemenU contained th this application are t~ue to the l~st of his k~owled~ a~d I~Jief; ;md that the work will I~ performed in the mann~ set forth in the application fi]ed herewith. Sworn to I~fom me t~s; , /--., FORM - 06/10 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765 1802 Fax (63 I) 765-9502 December 16, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD D & D Brody LLC 15439 Milan Way Naples, FL 34110 Re: Lloyd, 2350 Clearview Ave, Southold TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Appli,cation for Certificate of Occupancy. (Enclosed) _~rical Underwriters Certificate. __ 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. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 36153-Addition/Alterations A VENU~_ 27 S 51'29 12 W 7.90' N 86'43'48" W 15.46' N 30'40'50" W BUILDING . Oq PLAN C~OOSE 2(} 0 ~0 _ ~u 1%40' SCALE REVISIONS: [TZZZZZZZZZZZZZZZZZZZZ~ZZZZZ=Z=ZZ~Z-~Z~Z- i EX. COUNTER TOP i 1 ,i'i! i ', 13'-6" ', i i ~- AS BUILT DORMER, ,~ ' SLOPED ' = ' / , i ~ ~. EX. HOBBY ROOM ~ O > ...... CLOS~ m ...... , S~LE: 1/4,, = 1, REAR ELEVATION ,, 9'-- 0~/2'' 1 ~2 ~j CW33 , EX. COUNTER TOP , 13'-6" ,' ~ , ¢ ' , J Ex. WORK ~ ~ ~x. HOBBY ROOM ....... ~LOPED ...... ' EX. CLOSET oo II PARTIAL 2N£ .... .___ _____ ............ I I I FRONT ELEVATION SCALE: 1/4"= 1'-0" PLUMBER CERTIRCA TION CONTENT BEFORE QN LEAD ~ CERTIFICATE QF QGCUPANCx¢ SUPPLY SYSTEM CANNOT EXCEED ~10 OF 1% LEAD. ~ ~TING ,',r , ..... ALL OONSTBgCTION SHALL MEET THE ' ~ ~~ ~ ~ DESIGN OR CONSTRUCTION ERRORS. EXISTING FRONT ELEVATION PURSUANT TO CHAPTE~~ SCALE: ~/4" = ~'-0' OF THE TOWN REVISIONS' 555 -- ,°'-°' kE~ ELEVATION SCALE: 1/4"= 1'-0" ] EXISTING kE~ HLHVATION SCALE: 1/4"= 1'-0' " A-2 REVISIONS: .... _ .... _ .... ~ ---~ ~ _ Z_ _.__~:~. ~ ~ ~-~ TrlfF~T~~ II II II I1~11 IIIIkZP,J , · REAR ELEVATION SCALE: 1/4"= 1'-0" _ _ ...... J EXISTING REAR ELEVATION SCALE: 1/4": iL0' A-3 EX. SCREENED PORCH EX. DEN EX. MEC,~II,ANICAL RM. EXISTING DECK DINING ROOM PO'gUDER .EX. KITCHEN LIVING ROOM I I REMOVE EX. HALL EX. ENTRY EX. HALL II II EX, MASTER BEDROOM / \ REVISIONS: EX, MUD ROOM NOTE: REPLACE ALL RECESSEO LIGHTS AT ENTRY AND HALL AREAS EX. 2~CARL GARAGE -5~ 9' 03A'' ^ I , ', SLOPED SLOPED . q ~ F . ~ . EX. BEDROOM ......... / SLOPED / ,, ~ [ PROPOSED NEW LIVING SPACE: 340 SQ. FT. 1'-8' ,, ....,, " ",~ 1 " ,, ,, REVISIONS: STORM WATER MANAGEMENT DETAILS :: i: '~:~_-_:: · · · · ,, N.T.S. .... ~1~ ., ,,, .- ¢- . ¢ . , ,, . ,, ,,., , ' -' ' ",, x /N ....... ' o ~c ,, ...... , / ,, , , ,, , , , ,' - ,,- , - - , , A6 PICA 0 0 EN NG (LESS THAN 4~'BXI]"D" OPENING) TypICAL WINDOW OPENING (LESS THAN 4'-OXS'-O" OPENING) EXISTING TYPICAL M LTl LE OPENINGS (MORE THAN q'-OXS'-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 FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS W[I'H A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TC COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFERTO SECTION i609.],4~ 1609,6.$ AND TABLE 1609,1,4 OF N,Y,S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FDR DESIGN-PNEESURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL pAIIELS MUST BE CUT TO S~ZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS, SH LFFFES,~ MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. I~ESche=k So,ware Version ~...4.. t Compliance Certificate P~oj~c~ Tille: LLY,OO 10' UPSE EXISTING SECTION A-A SCALE: 1/4" = 1'-0" 11/, SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S, REVISIONS: A-7 ...................... t: / ~~/~ /i I - : NE~' BATH~ ~ / ~ / / , ,, ~ ~ ~ ~ ' / -- 1/4 / :: ~' ALTERED ~: ~ ~ ~ ~ ~= / (2) 3" ML HEADER E / z ,' - / I k ~ 2ND. FLOOR NEW BATH 1ST. FL.OOR BATH SHOWER ELEVATION 2ND. FLOOR EXISTING BATH sc,:~: s/4" = ~'-o' SCALE: 3/4" = 1'-0' S~LE: 3/4" = 1'-0' - k " = HANGING VANITY I ~ < ~ ' ~~ ' ' ~ WINDOWTO ~AVE POWDER ROOM ~A,'~ ~A~ ~ -:~ = _~~~ ~ ~ ~ ....... sHo~ $.S. HARD'WAg E 5'-5"X5'-11" 32.1 SF ~ / f[~ h ~ CONTROLS - -~ / L/ F ~ 42"x721' I C ~ ( 4" G~B BAR ~ I / ~" w VANITY , - 1ST. FLOOR POWDER ROOM ~(1~) ~ ~ ) ((x)) BENCH ,~.AND-H~LD SCALE: 3/4" = 1'-0' -~GFI ~ ~ (-' GFI ~ 1ST. FLOOR MASTER BATH SCALE: 3/4" = ,'-0' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS FOLLOWING ~,PPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ' ' RAFTER -- WALL STUD ENBWALL CRIPPLE STGD - - ~) ROI'TOM PLATE o RIDGE ~ ' LEDGER B ATH~JB SIDEWALL RAFTER RIM BOARD 0 RAFTER ' 0 : RAFTERS MAINTAIN SILL PLATE(S) C) , ' WALL SHEATHING . ~ VENTILATIONWOOD JOIST L AKD MOISTURE ~ % /.,. / ~ / ~/~/-2~ ~. SNALL, EsiSTANTBE COVEREDMETAL MEsHWIIHwITIICORROSION-MESHL ~SO O'C ON ~0/ITIN'FFii /'%C REENEDExT PLYWoDBVENT I -- ~¢ ~5 / I / BOLTED TO STEEL REA. WITH ~ ' ~'¢q~'~A~'- ANCHOR BOLT CONRECTIOM I I~ ~ ~oo~ [~AU~ / w/~x~ ~. ~ II 7/~ s,o~ REVISIONS' DRAWN, MH / MS A-9 '"' '""~ ~J ' ~ 1). RIDGE-TO-RAFTERASSEMBLY:ROOF FRAIVlING:occuPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of ratio:rs in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USB RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number (of lOd common nails requ,red QTY. SPACING BUiLDiNG HEIGHT (SEE PLANS) CONSTRUCTION NOTES:ineachendofthecol[artieneednotexceedthetabulatedmumberofBdnailsinthettrap. RAFTERTO 8' WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOTAL SQ. FT, OF CONSTRUCTION ISLE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY; CEILING JOIST B' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear walt connections for rafter, ceiling ~)r truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3, ',)~hen a rafter or truss do not fab 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 shad be attached to the wall top prate and the wail[ top plate shall be attached to CEILING JOI~T TO AS PER TABLB 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhangS[ns the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with~ table 3,3c. CEILING JOIST LAPS AS PER TABLE 3.7 BACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENBRAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT, BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 BACH FACE DECI/-5 40 meets current federal, ~tate, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor lever shall be attadhed with upBft connections in TO RAFTER ¥'~FCM. SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wad studs above do not fab in tine with studs below, the EACH TOE ATTICS w/STORAGE 20 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor ass~emb]y with uplift connectors in BLOCKING 2 - 8d COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shad 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). ~/ALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wail studs shall be connected to the foundation, sill plate, or bottom plate with up]iR ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of'7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade. 15 inches in masonry block foL~ndations, or lapped under J 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 st,.el straps are lapped under the JOINT DESCRIPTIONI QTY, SPACING (DESIGNED FOR CAT, 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 anlchor bolts. Anchor bolt EXPOSURE CATAOORY specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a,. In addition to spacing, TOP PLATE TO 2 - 16d COMMO]~ PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the ~end of a sill prate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWtND PATH CONNECTION comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 5). Refer the Window and Door for INTERSECTIONS 4 - 16d COMMOF EA, SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMOF Sym.: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 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" O.C. FACE (SMOKE & CO2 DETECTORS) I~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c, at panel HEADER TO ltd COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, otc, edges and 10" o,c. in the field shad be in accordance with the length requirements specified HEADER in table 3,15a-b. TOP OR BOTTOM 2 - 16d COMMOI~ PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOU N DATION NOTES: Type II exterior shearwalls shall meet the requirements of ladle 3,15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-ltd COMMOb FOOT SEE NOTE: 1.2 length adjustment factors in table 3,18. END JOIST OR BLOCKING GROUNI:: WIND SEISMIC FROST WINTER ICESHIELD 1). The General Contractor and Mason to review plans, elevations, details and notes to FLOOD determine intended heights of finished floor(s) above b/picot grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOWLoAD SPEEDfMPH) CATEGoRyDESIGN WEATHERING DEPTHLINE TERMITE DECAY DESIGNTEMP. UNDERLAYMENTREQUiRED HAZARDS Allowable sidewaB 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 shall be in 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. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - Bd COMMOh PER TOE concrete or masonry walls occur[ng in exterior or unheated interior areas. B).CONNECTIONSAROUNDEXTERIORWALLOPENINGS~ SlLL, TOP PLATE OR GIRDER Jo sT NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMOb EACH TOE NAIL SPACING NAIL SPACING AT [NTERMBDIATE 4). Any new concrete walls being attached to existing concrete structure shall with table 3,3. Window sill prates shall be have steel connectors in accordance wflh table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES EACH TOE be installed with #5 re-bar, 18" long at 12" o,c., Use approved epoxy for installation, 3.5. BLOCKING 2 - 8d COMMOh 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O.C. SEE NOTES: 1,3 $). Unless otherwise noted, all stabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing· Interior slabs 9), CATHEDRAL CEILING ASSEMBLY:EACH TOE INTER[OR ZONE 8d COMMON @ 6" O.C 8d COMMON to be minimum 3-1/2 inch thick. Ail fl1[ to be compacted to 95% relative density with ~here a ridge is fo be used as a structural beam, the rafters s~ha[I either be notched and BLOCKING TO: 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEl. FIELD anchored on top of the beam or slope connectors shall be atttached to each raRer-to-ridge SILL OR TOP PLATE 6" maximum lifts (layers). along the open ceiling part of the building. Connections to tlhe ridge and wall shall be be LEDGER STRIP EACH FACE GABLE END,ALL RAKE AND RAKE TRUSS 8d COMMON ¢ 4" O,C 8d COMMON 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Insta][ one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Dx16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 7). Dampproof exterior of foundation wflh bfluminous coating as per section R4Of of DECK AND COVERED PORCH NOTES: JOISTON LEDGER PER TOD TO BEAM 3 - Bd COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IE MENTIONED IN SCHEDULE NOTES ONLY. PER END N,Y,S. Residential Construction Code· A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, ab framing material to be #1 ACQ pressure treated lumber, BAND JOIST 3 - 16d COMMON JOIST NAIL 1), For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the below grade portion of exterior wales prior to backfilling. All fasteners, hangers and anchors to be gaMnized or stainless steer. TO JOIST PER TOE NAIL the 4 foot perimeter edge zone attachments required shad be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with was;hers and nuts, BAND JOIST TO: 2 - ]6d COMMON FOOT SEE NOTE: I SILL OR TOP PLATE Girders on concrete piers shat[ be anchored with proper steell connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTESinto concrete wflh a minimum l/2" dia x T" long anchor bo[t ,with washers and nuts. ROOF SHEATHING: For framing members with <0,42<G<O.49, the nail spacing shaB be reduced to G inches o.c, I). Ail framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shad be anchored to a 12"x12"x127' thick concrete footing, JOINT DESCRIPTION NAIL NAiL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers amd nuts. Footings Shall be 3 fir, QTY. SPACING 3). Tabulated 4, inch o.c. nail spacing assumes sheathing to rafter / truss framing member~ with G>0,49. For below grade. Porches with covered roofs shall have 12" d[a. concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TAgLE 3.B framing members with 0.42 <G<0.49, the nail spacing shall be reduced to 3 inches 2). Unless otherwise noted, ali framing and structural wood material to be #2 + BTR. WFCM- SBC WALL SHEATHINGREQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3), Floors, wads, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). a minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAILI AT PAtNEL EDGES SUPPORTS tN THE PANEL FIELD otherwise. Ledger to be fastened to building with I/2" dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE 8d COMi~MON @ 6" O.¢ 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 7" O.C. EDGB NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 5d COOLERS 10" O,C · FIELD . 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD INTERIOR ZONE 8d COMi'MON @ 6" O.( 8d COMMON @ ¢2" O.C SEE NOTE: 3 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. opening,. LVL headers to have (3)]ack studs and (2)full length studs on each side of WALL iH EATHING: NOTES openings, Bearing wall window si]Is shall also have (2) window silt plates for 2x4 wall 7). All joists to be suppod'ed with hangers and anchors. Each, Joist shall also be anchored NAIL NAiL and bIocking where applicable. QTY. SPACING 5). A" flush beams/headers to be installed with heavy duty galvinized hangers and B). Covered Roofs shaB be assembled and anchored the same manner as a typical bu,di.g. STRUCTURAL WFCM - SBt be used. anchors where applicable to all connecting joists. PLUMBING NOT'ES 7/16" OSB 6d COMMOh 3" O.C. EDGE 7). Provide 2-I-3/4" thick micro[ams (height to match floor joists) around stairwell and/c 2), Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHIN G: NOTE: other access openings unless otherwise noted (b/picaD. 3). If wail studs, plates or joists are cut out during instaBatiom for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY B). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure tthe structure. Verify wflh the QTY. SPACING where applicable unless otherwise noted, state code and manufacture's recommendation for maximum, hole size and spacing permitted. STRUCTURAL PANELS gd COMMOi' 6" O.C. EDGE EXISTING CONDItiONS. MINIMUM 3000//CAPACITY. HVAC SYSTEM NO,TLS 1" OR O.C. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use soBd blocking in floor joists under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to loll applicable codes and safety NOTES: 3).INSTAL~I-C.,JDETECTOaINADDmONTOSMOKEAb~RMS,,aFLOOa. 11). Un[ess otherwise noted, all roofs and wads to have a minimum I/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing Secl[on RGa2,B - FtRE~LOC;IgNG aEQUlaED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be instaBed ELECTRICAL NOTES: member, shall be doubled, or alternete connectors, ,). In concealed ,pice, of ,t~Jd wails .nd partitions, including furred ,paces. at 'he ceiling and 14). All roof wRha pitch less than 4:12 shall be installed with an ice & Water barrier or of N.Y.S. Residential Construction Code. ,,d,,,u,r, ,,,Il ,,,ply,,~lth s,dlo, ~a,4.,. N.Y.S. a,,Id,,U,, Cod,. torch down b/pc material over· fl,me and product, ,f c~mbu~tlon, j ~j~ ~'1¢~' 16).ABsillplatesandwoodincontactwithconcretetobepr,ssuretreated. Sittplatest° ~I.F~rm~reb~c~[n~f~:h~m~e~,ndf.r~¢.c~s'~*fe`.t°s.aI~"aI~.~.N.¥.s.R.~[d,mI.~ced,. NAIL NAIL OINT DESCRIPTION NOTES QTY. SPACING RAFTERTO 8'WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMO~ RAFTER CEIUNG JOIST B'WALL~ 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - S8C LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAF NAIL COLLAR TIE AS PER TABLE 3.4 BACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USB RESIDENTIAL DWELLING BUILDING HEIGHT (s~E PLANS) TOTAL SQ. FT, OF CONSTRUCTION ISEE PLANS) PRESCRIPTIVE AS PER N,Y.S. RESIDENTtAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT, BALCONIES 6O DECI/'5 4O ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 4O GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAOORY (D~SIONEg FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWtND PATH CONNECTION [ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) I~ 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 COMMO~ PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL STUD TO 2 - 16d COMMOh 24." FACE STUD O.C. NAIL HEADER TO l~d COMMON 16" O.C. FACE HBADER ALONG EDGES NAiL TOP OR BOTTOM 2 - 16d COMMO]~ PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOf, PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOI~ FOOT SEE NOTE: 1.2 END JOist OR BLOCKING NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - 8d COMMOh SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - Bd COMMOb TO JOIST END NAIL BLOCKING 2 - 8d COMMOh EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE 3 - Bd COMMON TO SEAM JOIST NAIL BAND JOIST PER END 3 - 16d COMMON TO JOIST JOIST NAIL BAND JOIgF TO: 2 - 16d COMMON PER TOE NAiL SILL OR TOP PLATE FOOT SEE NOTE: I GROUNr' WIND SEISMIC EROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 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 Bd COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C gd COMMON ~ 12" O.C. SEE NOTES~ I ( BOTH FIELDS) NOTE: 2 FOR PANEl. FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O,C 8d COMMON ~ 4" O,C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PAINEL EDGES SUPPORTS tN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMh~ON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD iNTERiOR ZONE 8d COMi'MON @ 6" O.( 8d COMMON @ ~2" O.C SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3,9 8d COMMOh PANELS \~)FCM - SBC 7/18" OSB 6d COMMOh 3" O.C, EDGE PLYWOOD 60,C, FIELD GYPSUM 7" O.C, EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD