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HomeMy WebLinkAbout37175-ZTown of Somhold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 1/10/2013 CERTIFICATE OF OCCUPANCY No: 36111 Date: 1/10/2013 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 700 Hummel Ave, Southold, SCTM #: 473889 Sec/Block/Lot: 63.-2-30.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/13/2012 pursuant to which Building Permit No. 37175 dated 4/27/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: repair in kind an existing storage building roof (50.8'X 38') and alterations as applied for. The certificate is issued to Suffolk County IDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37175 1/2/13 TOWN 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 #: 37175 Permission is hereby granted to: Suffolk County .IDA 100 Veterans Memorial Hwy ~uppauge, NY 11747 To: repair in kind an existing storage building roof (50.8'X 38') Date: 4/27/2012 At premises located at: 700 Hummel Ave, Southold SCTM # 473889 Sec/Block/Lot # 63.-2-30.1 Pursuant to application dated 4/13/2012 To expire on 10127/2013. Fees: and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total: $1,025.20 $50.00 $1,075.20 Building Inspector Form No. 6 TOWN OF $OUTHOLD 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 Departmeut 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 frmn Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engiueer responsible for the building. 6. Submit Planniug Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state tbe reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additious to dwelling $50.00, ANerations to dwelliug $50.00, Swimming pool $50.00, Accessory buildiug $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existiug Buildiug- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupaucy- $50.00 5. Temporary Certificate of Occupancy ~ Resideutial $15.00, Commercial $15.00 Date, q/'[ ~ Old or Pre-existing Building: __ __ (check one) ' vu H . tn -L 5 o ' t4uug House No. Hamlet New Construction: Location of Property: Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ~ 'O..,~ Su6division Permit No. _~ '?/'~" Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date or Permit. LL(_ Block O L Lot '501 Filed Map. Lot: Applican!: Underwriters Approval: //~ Final Certificate: ~~e) I Applicaut Signature~ Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro,qer, richert~town southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Towbee LLC ~,ddress: 700 Hummel Ave City: Southold St: NY Zip: 11971 3uilding Permit #: 37175 Section: 63 Block: 2 Lot: 30.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Frohnhoefer Electric Co In(License No: 962-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 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: 2-paddle fans, 5 metal halide fixtures Ceiling Fixtures [ I HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixturesl I CO Detectors Fluorescent Fixture~s~ Pumps Emergency Fixture Time Clocks Exit Fixtures b.d TVSS Inspector Signature: Date: Jan 2 2013 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO/UNDATION 2ND [ ] INSULATION [r.~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC110N [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ./~'~-~--~ ~t~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-¶ 802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I/NS/ULATION [ ]FRAMING/STRAPPING [,~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE ~ INSPECTOR 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) ~]~ECTRICAL (FINAL) REMARKS: DATE __ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING/STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ~_~ SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR~~ 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL · SOUTItOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. ,,~ 7/Z5~ APR 12 2012 BLDG. DEPT. TOWN OF SOUTHOLD 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. Trnstees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink aud submitted to the Building Inspector with 4 sets of plans, accurate plot plau to scale. Fee according to schedule. b. Plot plau 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 uot be commenced before issuance of Building Permit. d. Upon approval of this application, the Building laspector will issae a Buildiug Permit to the applicant. Such a permit shall be kept on the premises available fbr iuspection throughout the work. e. No buildiug shall be occupied or used iu whole or iu pm~ for any purpose what so ever until the Building Inspector issues a Ceffificate of Occupancy. f. Eve~ buildiug permit shall expire if the work authorized has not commeuced within 12 moatbs after the date of issuance or has uot been completed within 18 months from such date. If no zouing amendments or other regulations affecting the prope~y have beea enacted iu the iuterim, the Buildiug luspector may authorize, iu 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 fbr the issuance ora Building Permit pursuant to the Building Zone Ordiuauce of the Towu of Southold. Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the coustruction of buildiugs, additions, or alteratioas or fBr removal or de~nolition as heroin described. The applicant agrees to comply with all applicable laws, ordinances, building code, housiug code, and regulations, and to admit authorized inspectors ou premises and iu building for necessary inspections. (Signature of applicnnt or name, ifa corporation) Po 11 3 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -'[0~/03~~- ~, L C (As on the tax roll or latest deed) If ~tiS~icant is a cor}~;~raJio_n¢~sij~lre of duly authorized offic,er ' ,ax %&q /cPO (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wi l done: House Number Street Lot 'a'°0 ~1 County Tax Map No. 1000 Section Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u,.~se and occupancy of proposed constru'ction: a. Existing use and occupancy b. Intended use and occupancy_ 3. Nature ofw?rk/(check which applicable): New Building Repair ~ I Removal Demolition 4. Estimated Cost I ¢, O O0 Fee Addition Alteration Other Work I~ O 2. ~' 2~O (Description) (To be paid on filing this application) If' dwelling, number of dwelling units. Number of' dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~0~ I0 ''/ Rear Height q..z / Number of Stories { Dimensions of same structure with alterations or additions: Front Depth "~'~ / Height '7_'2_ / ~0~ IO f Number of Stories .Depth Rear I 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front C)6 /Rear ~ / 10. Date of Purchase 1"/-/7-000 Name of Former Owner 11. Zone or use district in which premises are situated Rear '.Depth 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 fi'om premises? YES 14. Names of Owner of premises '5'oW0~ff Name of Architect OgK IqS50~1~'~¢c. Name of Contractor (bO]~ Je,.~:14{_ .Depth NO P0 Address 5o~ 'u4ot.0, Address ~6 Address '/.~"~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERM1TS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES __ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property7 * YES__ NO ~' · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF .) "3~!Oq~) ~0 ~. ~"~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He isthe ('o~ O 01~}q"}'~ (_.) 1910 I C~~ff-' (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly aothorized to perform or have performed the said work and to make and file tiffs 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 I \ '~¼ day of~__ Notary Public Sigaature of Applicant~' Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM THE FOLLOWING ACTION~ MAY REQUIRE THB SUBMISSION OF A It,~0 6% 07- STORM-WATER~ GRADING1 DRAINAGE AND EROSION CONTROL PLAN SCOP~ OFWORK - PROPOSED CONSTRUcI'ION fl','~,J[ # / WORKA~F.3$MENT' [ Yes No a. Whal i$ the T~al Ama of lhe Project parcets? 0ncludeTotalAre~ofallParceisloc, aieflwl~n ~,~ { '1 IM]llhisPro]ectRslalnA~lStomi-WaterRun-Off · e 8cope of Work f~ Proposed Cons~ctlo~) ' Generated by a Two (2") Inch Rainfail o~ Sits? constm~on ac~vtiy? impervious surfaces.) PROVIDE ~ PROJEC~ DI~CRIPTION p,,o~.~p~=.,.,,.~ 2 Doesb'leSitePlan~ldlorSurveyShowAllProposed Drai~a§e ~nictu~s Indlcaling S~z. & Loca~? This ~, ~OL R C~ R OO [~ S,opesContlOllingStm'aceWaterFIow. 3 Do~s ae site Plan and/or Suwey describe the erosion Excavation ~nare them is a change to the Natural am parl of a lerg~ common p~an that ~11 u~]y disturb one or more a~ ~ la~; which E)~ceed Filte~n (15) feet of Vertical Ri,se to STATE OF NEW YORK, COUN'I~ OF ........................................... SS '13at I .............. [~ '~,'~d,7.,i~'~ ~$ .................... being duly sworn, depose~ and says that he/she is file applicant for Permit, ......... ............................................................... Owner and/or ~pre~entafi~ of the Owner or Owner~, and is duly authorized to p~orm or have perform~xl hhe said work and to make and file thi~ application; that all ~atement~ contah~ed in thi~ applica6on are true to the be.st o£hi~ lmowledge and I~d; and ~hat the w~rk will be performed in ~he mann~ ~t ford~ in the application filed her*ra,ifl~. Sworn m l~fore me thi~; ........ X..[..}.~ ........................... day of--5.~:..! .......... :..2...:, ~'~_ t~ ~.....~ FORM - 06110 ~. 0t~t ~m~e~ m b~f~ c_oumy $4375 M~in Road P.O. Box 1179 $~,u~old, NY 11971-~J$9 Telephone (6~1) 765.1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPL CATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax. Map District: / VE' , 1000 Section: E) ~ Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: % C), i (Please Circle All That Apply) *Is job ready for inspection: *Do-you need a Temp Certificate: ~NO. Temp Information (If needed} *Son/ice Size: 1 Phase 3Phase 100 ~New Service: Re-connect Underground Addlt!enal Information: Rough In '~ 150 200 300 350 ,400 Other Number of Meters Change of Service Oven~ead PAYMENT DUE WITH APPLICATION 82~Request ~or Inspection Form RES. L~ND ' Tillable 1 ¥itloble 2 Tiffable, 3 Woodlar~l Swamp]and Brushland.,~ ~ SEAS. ~q~OPERTY RECORD CARI VILLAGE I DISTRICT SUB. E ~., · ~ ~ I ACREAGE .House Plot ~ Total I VL. IMP. TOTAL FARM DATE LOT M. Bldg. Extension Extension Extension Foundation Basement Ext. Walls Fire Place ~/~_~ ~c Porch Porch Bath Floors Interior Finish Heat Attic Rooms 1st Floor Breezewa Patio Rooms 2nd Floor Garage Driveway O.B. _. . · .... ~ ~q~ ~ .... TOWN OF S~HOLD ~pERTY RECORD ,r , ._ +_ CARD )WNER :OR/~ER oWl~ ES. LAND IMP. TOWN ,/ S VL. TOTAL OF SOUTH I, V~q,~m=m~ m m VlLLAG£ SUB. LOT FARM DATE CB. MISC. X)Mkt. Value REMARKS ACR. ~ _TYPE OF BUILDING NEW FARM Tillable 1 Tillable 2 Til~ioble 3 Woodland Swampland Brushland House Plot NORMAL Acre ILDING BELOW Value Acre :RONTAGE ON WATER :RONTAGE ON ROAD DEPTH LKHEAD 63.-~30.1 3/06 COLOR TRIM Ist 2nd ~'~'~ I Foundation P~ Fin. B. U. Bldg,;q) ~O,,Y ~? O ~= -4/- ~'O O :~.00 ~00 Bath~_L~[~5 Dinette ~ ~5~2/= /~ I.O0 / ~5 Basemen - C,AWL PART,AL Floors Kit. Extension ~X I~ =//~ ~ ~ ( ~ ~ ~= ~/ __ --~0 .... Z~- Ext Walls Interior Finish LR Extension Fire Place Heat ~ D.R. ~r - ~' Baths Porch ~" ~/~oY ~ Deck ~ Fam. Rm. Garage o.e. ~ _ ~ i~o~ Poo~ SITE PLAN SCALE~ 1"= 20' LP. = LEEC. HING POOl ST. = SEPTIC TANK CB. = CATCH BASIN WT. = RAIN WATER STORAGE TANK COVER LOCATION CHART CURB & PAv'EMEN r b)E. iAI CONj:OP,)/I tO CHAPTER Il or var ~u~ C0D~ or ADA ~ DET~L NEW YO~ STA~ AND TEST HOLE DATA Bill To Scatow At'm: J'un P.O. Box 1178 Soutbold~ NY 11971 Customer Phone 631-765-3660 Customer Fax 631-765-5802 Customer Alt. Phone 631-478-5124ccll I ............. i "' I Project Rep . Customer Alt. Phone I 631-478-5124cell GR Description Amount Site: Sea Tow Scope: Insulation and Gutters and Leaders Supply and instil: Exterior Walls: 1/2" spray foam R-4 1,200.00 R-I 9 bart insulation 2,560.00 Ceiling R-30 bart insulation 1,850.00 6" C-utters and leaders 675.00 Total$6,285.00 Please refefeuce j _ob s__'.~_ om' invoice d~'e ~. 'H C_.l~'"lCS.. 'l'{Mlilk yOU ...... :1¼~l ~ ~ DEC 27 2012 , TP" ( ITW Building Components Group, Inc. 13389 Lakefront Drive EarthCity, MO 63045 (314) 344~9121 Pa~ 1 ofl Document ID:lU/q5219-Z0421074513 URL: http://ecdrawings.alpeng,com/Third/SRS loan.ns tTUSA/96C 9700794839CE686257A240044A77F 1. Detern~nition Is to tJ~ suitability of tMse truss struoture is the r~s~Nmibility of the Imildin~ Migmr/qimr reoord, as defined in AIISI/TPI 1 Z. As sheam an attadted drawings; the dri~ng mallmr is 12173004 12173005 0~/Zl/12 '391678-/SEA TOI -- 700 HUM~JEL AVI: SOUTHOLD, NY - T1 COIIION) Top chord 2x4 SPF(S) 2100f-1.8E 120 mph wind, 23.46 ~t mean hg~, ASCE 7-05, CLOSED bldg, Local~d Bot chord 2x4 SPF(S) 1650t'-1.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 pst', wind BC OL=3.0 labs 2x4 SPF St:ud :12, 14 2x4 SPF(S) #2: psf'. (a) Cont:lnuous lat;eral bracing equal ly spaced on med~er, lind loads and reac'cions based on II/FRS wit:h additional C&C member design. Bottm chord checked t'or 10.00 psf non-concurrent: bot:t~ choi'd I Ire load applied per IRC-06 section 301.5. Def'lecl:ion meets L/240 live and L/180 tol~al load. Truss designed t'or unbalanced snow load based on Pg=40.O0 pst', Ct=l,lO, Plat:es sized 1=or a minimum of 2.40 sq. in,/piece. Ce=l.00, CAT II & Pt'=30.80 pst'. 5X6------ 12 (a) 4x7 (A2) --- 4X7 (A2) I< 32-0-0 (~er 2 Sup~rts R=1883 U=876 1=5,5" Design Crit: IRC2OO6/TPI-2OO2(STD) PLT TYP. tl/AVE FT/RT=5%(0%)/3(O) 1'~"./'~_~),,,~20 NY/-/1/-/-/-/F Scale =.2"/Ft. s.,~-~-,,,2 **--"*"*~'="~'-- ............ '" '"' ........ "- .... '~*" .x~C"-~A"+~ ~'c ~, 35.0 PS~ ,~ ,2~8-- 6~0 = ~,= = ,~ ~. ~.,,~,~, i,.,v,~.~ =-, ~ = -- o,. ,~.,: ,~-,. ~,m-. ,,,,,-~ ' TOT. LD. 55.0 PSF SEQN- 68772 ,~,,,,..~,=o,~*=:~,.~,~,,.=.,,,~,~,=,,,~,~-~..-~,=. ~=~,,-~,~= DUR.FAC. 1.15 FROM nm '=,'="= ~'~" ~' "='"~" ~ ~. *'- SPACING 24.0" JREF- 1UN5219_Z04 (391678-/5EA TO~ -- 700 HUMI~L AVE SOUTHOLD, NY - 61 CABLE) Top chord 2x4 SPF(S) 2100¢-1.8E 120 mph wind, 23.46 Ct mean hgt, ASCE 7-05. CLOSED bldg, Located BDt chord 2x4 SPF(S) 1650t.-1.SE an¥el~ere in root., CAT II. EXP C, wind TC DL=3.0 pst.. wind BC DL=3.0 Ilebs 2x4 SPF Stud pst'. See OliOS A12030050109 & GBLLETIN0212 t.or more requirements. Wind loads and reactions based on IIFRS with additional C&C member desi go. Det.lection meets L/240 live and L/180 to~al load. Bottom chord checked for 16.00 psf no~~concurrent bottom chord live Truss designed t.or unbalanced snow load based on Pg=40.O0 psf, Ct=1.10, load appl led per IRC-06 section 301:5.~-- Cee1.00. CAT II & Pt.=30.80 pst.. Plates sized t.or & minimula of 2.40 sq. in./piece. 4X6(R) I1 -- 3X6~ ~ ~ 3X6~ 3X4 (Al) ~- 5X6 ~ 3X4 (Al) ------ 1~ 16-0-0 ~1~ 16-0-0 bi I~ 32-0-0 Over 2 Supports ~1 R=178 PLF U=52 PLF 1=16-0-0/ RL=15/-15 PLF R=159 PLF u=sa PLF 1=16-0-0~._ E =~=~= Note: Al I Plates Are 2X4 Except As Sho~n. · /~ ~=~ Design Crit: IRC2OO6/TPI-2OO2(STD) PLT TYP, WAVE FT/RT=5%(O~)/3(O) 1(: 1:2 NY/-/1/-/-/-/F Scale =.2"/Ft.  * ; ' 2 * TC DL 10,0 PSF DATE 06/21/12 , z BC DL 10.0 PSF DRI~ MOUSR219 12173005 ~...,=. ~.,=,~.~=.~,~,,~=.~,,~,~=,~:,~^,u~.=~ ~ 8C LL 0.0 PSF BO-ENG BAF/BAF ~'~ ~,= .= ,~ ~ ~.~..~ o,..,~..~ ,~r..~ ~,,~ .~... ,~,~> ~. ~. ~ TOT.LD. 55.0 PSF SEQN- 68779 ~,~,,~.~=~ ,=~.~,=~..~=~=.~,,,~,~,~.~,.,.~, ~,=.~=,~,~.~ DUR.FAC. 1.15 FROM rna '"'~"'~ ~'~'~ ~ ~'~"~' ~ ~=- =. SPACING 24.0" JREF- 1UN5219_Z04 T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS I~,*ERAL BRACING (CLB) OR T-BRACE IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L BRACING' o~ BRACING METHOD IS DESIRED ~TTACH WITH lOS BOX OR GUN ~ TH'S DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPEC'FlED MEMBER LENGTH I /~ CLB SHOWN ON SINGLE PLY SEALED DESIGNS T0 T-BRACING OR SCAB ALTERNATIVE B~aCING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE FOR MINIMUM ALTERNATIVE BRACINO, RE RUN DESIGN WITH APPROPRIATE BRACING. T BRACE L BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING S~ZE ~*cm~ ~ OR L-~a~CE SC*$ USAGE ' SCAB BRACING: ax3 oR ax4 I ROW aX4 ~ aX4 APPLY SCOa(S) ~0 wmE F~C~ OF WES ~X3 OR 2X4 2 ROWS 2X6 ~-~X4 NO MORE THAN (1) SCAB PER FACE ] 2X6 2 ROWS ~X6 2-2X4(*) AT 6" oc SCAB BRACE T-BRACE, L BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE . OR BE~ER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ff ~ // ENGINEER'S SEALED DESIGN (*) CENTER SCAD ON WIDE FACE OF WEB APPLY (1) SCAB TO EACH FACE OF WEB GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1 00, EXPOSURE C, Kz[ : 1.00 H7 H6 SIMPSON STRONG-TIE CONNECTORS SPECIFIED FOR CONSTRUCTION FASTENERS NOTE REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (153) LENGTH OF ~OLT IN WOOD MEMBER ALLOWABLE UPLIFT LOADS (163) LENGTH OF BOLTIN WOOD MEMBER ~i" 2" 2t" 3" 3E -FIR LARCH / SO PINE FASTENERS2 ALLOWABLE UPLIFT LOAOS~ DIMENSIONS FABTENERS ALLOWABLE UPLIFT LOADS DF / SP STUD FASTENERS (TOTAL) ALLOWABLE TENSION LOADS NAILS FASTENERS CUT LENGTH (TOTAL) CLEAR SPAN +31" 28--8d FASTENERS HEADER5 CODE REF O05B 0077 NAIL CODE SPACING REF CODE REF 7, 40, 127 NOTE ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED FAILURE TO COMPLY NTH ALL NOTES ON THiS PLAN ~T~OUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER~ PLACES ALL LIABILITIES ON THE CONTRACTOR LATERAL DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL "B" LTP4 Simpson S±rong-Tie FLoor-to FLoor Connections MTS16 MTS16 LTP4 LTP4 L Simpson Stror~9 Tie FLoor to-F~oor DETAIL "C" Conr~ections MPSON TAKE-UP WASHER LFTA H~2A COUPLER NUT TAKE-UR WASHER DETAIL "D" Siimpson Strong Tie RID]) SYSTEM BP4 LSTA21 MTS20 LTS20 BP4 LSTA8i DETAIL "E" DETAIL "F" I LSTAB1 DETAIL "G" Equal number specified nails in each end DETAIL Simpson Strong-Tie CS16 LUS46 DETAIL 'T' HUS210-2 ,I DETAIL "J" DETAIL "K" SIMPSON TAKE-UP WASHER "x12 SIMPSON TAKE UP WASHER COUPLER NUT 8 SIMPSON TAKE UP WASHER ANCHOR BOLTS DETAIL "L" ALL SIMPSON HANGERS HALVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER TH/AN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE SHEATHING NOTES: ALL SHEATHING TO BE NAIL_ED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND FAMILY DWELLINGS, 2001 S}BC HIGH WIND EDITION (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHINO TO EQUALLhY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLhY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NB SU3STITUTIDNS ALt Framin9 hardware shown on these plans, unless otherwise indilcated, is Simpson Strong Tie. No substitutions are approved or authorized, Due to the reLations;hips oF Framing hardware to the other components oF the structure, any Framing hardware substitutio,ns wilt render these prams null and void, and witL result in the instatter/cor~tractor assumin9 responsibiti%y For ~he design o~d performance oF the entire system. FOREST TWO D oAoK ASSOCIATES, LLC 506 Main Street phone 1631] 767-6C Westhomplon Beach, New ¥or~ 11978 fax [631) 466- 3354 EMoiL CArm8888@aol corn & USE OF DOCUMENTS These drewlngs end specdlcoUons including the ideas, design (]nd errengements represented therein, ore the property of D AK ASSOCIATES, LLC No p~rt thereof shell be copied, disclosed to others or used ~n connection with on~' work or project other then Ior which they hove been prepared without written consent NOTES: PROJECT TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 DRAWING TITLE, SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET' ISSUED FOR, DATE ;EAL JAMES J DEERKOSK ' D'A'K ASSOCIATES, JDATE MARCH 29, 2012 PROJECT NO 950-2012 BY BDK CHECKED BY JJD SHEET NUMBER G2 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING= FASTENING AND TIE DOWN I ~1 2'.o'xz-O'xl'~' L_ _ _J concrete FooOng EX. FOUNDATION SCALE: 1/4" = 1'-0" (~ COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROFECFED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ~ITTEN AUTHORIZAIION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF g A K ASSOCIATES, LLC THE RIGHT FO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance Gl [hese drawings does nd odhonze the n§H to build wHhod ~he adhonzotion of local governing ogenaes, such os Suffolk County Dept cd Health Serwces, Town Buddm9 Deportmen~s, DEC, FEMA, dc, Verify all condiNons, codes, and requirements wRh such fo cons[rucNon DoAoK ASSOCIATES, 806Mo~nStreef phone (631J767 6071 WeMhampl0nSeach New¥0r( 11978 fax [631)466 3354 E-Mall CArm8888@a01 c0m )WNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ~dea$, design and arrangements represented thereto, are the properly of D A K ABBOCIATES, LLC No port thereof shall be copied, disclosed to others or used m connection w~th any work or project other than for which they have been WORK NOTES )ROJECT' TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 RAWING TITLE EX. FOUNDATION PLANS BET ISSUED FOR DATE SEAL IDATE MARCH 29, 2012 ~ROJECT NO 950-2012 )RAWN BY BDK ;HECKED BY: JJD NUMBER A101 DOB dAMES J DEERKOSKI, PE D'A'K ASSOCIATES, ~ REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS I I E×~sting 6x6 P~st E~stlng 6x6 Post LSJ Exisang (3)1~' x t 1~" LVL Header % I 12'~' x 12'-0' OH Door EX. FIRST FLOOR SCALE: 1/4" = 1'-0" ~) COPYRIGHT 2011 DA K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MITTEN AUTHORIZA~ON ALL PLANS AND DESIGNS ARE lite SOLE PROPERTY OF D A K ASSOCIATES, LLC THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drowmgs does not authorize the righf to bdd wllhou~ the authorization of local governing egenoes, such as Suffolk County DepJ of Health Services, Town Braiding Deportments, DEC, FEMA, etc VerUy all condiUons, codes, and reqmrements with such to construction 506MahStteet phone [63lj 767.607t WesfhamplonBeacq, NewYork 11978 fax [631)466 3354 E-Mall: CA[m8888~aol corn OWNERSHIP & USE OF DOCUMENTS These drmwings and spec~hcoNons ~ncludlng the ideos, design and arrangements represented there~n, ore the property of D A K ASSOCIATES, LLC No purr thereof shall be cop~ed, disclosed to others or used ~n connecNon with any work or project other than Ior which they hove been prepared without written consent VORK NOTES mROJECT' TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 )RAWINO TITLE FIRST FLOOR PLANS ;ET ISSUED FOR DATE SEAL MARCH 29, 2012 )ROJECT NO 950 2012 )RAWN BY BDK ;RECKED BY JJD ~HEET ER: A102 JAMES J DEERKOSKI PE © D'A.K ASSOCIATES, ~ REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS sI- WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" ~ D°AoK ASSOCIATES, LLC 506MainStreet phone (631)767 6071 Weslhctmpton Beach, NewYork I}978 fax (6311466 3354 E-Ma~I CArm8888~,aol corn )WNERSHIP & USE OF DOCUMENTS These drawlnDS Grid specffmat;ons ,ncJudln9 the ~deos, design and orrangements represented therein, are the property of D A K ASSOCIATES, LLC No part thereof sholl be copied, d~sclosed to others or used m connecUon wRh any work or project other thon for which they have been prepared w~thout written consent VORK NOTES PROJECT: TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 DRAWING TITLE ELEVATIONS SET ISSUED FOR DATE (~)COP~IGHT 20110 A K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED W~THOUT WRITTEN AUTHORIZATION ALL PLANS AND DESIGNS ARE THE BOLE PROPERTY OF OAK ASSOCIATES, LLC, ?HE RIGHT TO BUILD ONLY ONE SIRUCTURE FROD THESE PLANS IS LICENSED EXCLUSIVELY TO gHE BUYER Acceptance of these drawings docs not authorize the right to build w~thout the authorlzaHon of local governing agencies, such as Suffolk County Dept of Health Services, Town Building Departments, OEO, FEMA, etc Verify all cond~Hons, codes, and requirements with such to conslruchon JAMES J DEERKOSKI © D'A'K ASSOCP, TES, LLc MARCH 29, 2012 )ROJECT NO 950-2012 )RAWN BY BDK ;HECKED BY JdD A201 )OB REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS EXISTING ROOF SYSTEM 12 5 12 NEW TRUSS RIDGEVENT INSTALLATION OF ROOF TRUSSES AS PER MANUFACTURES SPECS AND NEWYORK STATE CODE ~2 5 BOTTOM CHORD; PROVIDE NEW 42" KNEEWALL ON TOP OF GIRDER PROVIDE JACK STUDS UNDER FLAT ROOF RAFTERS PROVIDE NEW TRUSS ROOF SYSTEM HEIGHT OF NEW RIDGE NOT TO EXCEED EXISTING RIDGE HEIGHT. CROSS SECTION SCALE: 3" = 1'-0" ARCHITECTURAL ROOF SHINGLES 30# FELT ~" CDX ROOF SHEATHING -,-- lx8 FASCIA (MATCH EXISTING) -- MATCH EXISTING SOFFIT REPLACE EXISTING WALL INKIND 2x6-16" ac WALL STUDS 3/4" CDX WALL SHEATHING 30# FELT SIDING (MATCH EXISTING) SHOE 2X6 ACe SILL 12" ANCHOR BOLT MAX. 2'-0"oc. ~) COPYRIGHT 2011 D A R ASSOCIAES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW PLANS MAY NOT BE REPRODUCED WITHOUT ~ITEN AUTHORIZATION ALL PLANS AND DESIGNS ARE THE SOLE PROPERP' OF D A K ASSOCIATES, LLC THE RIOHE TO BUILD ONLY ONE STHUCTHRE FROM THESE PLANS iS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drawings does not authorize the ngM Lo budd without the authouzaNon o[ local governing agencies, such os Suffolk County Dept of Health Serwces, Town Bmldng Departments, DEC, FEB& etc Verify all condlNons, codes, end requirements wdh such ogences prior [o cons{rucUon D oAoK ASSOCIATES, LLC 506 Mom Street phone: (631) 767-6071 WesthamptonBeach, NewYorK 11978 fax (63JJ466 3354 E-Malh CArm~888@ool cam OWNERSHIP & USE OF DOCUMENTS: These drowmgs end speclflcaNons including the ~dees, design end orrongements represented thereto, ore the property of D A K ASSOCIATES, LLC No port thereof shell be copied, d~sclosed to others or used in connection wHh ony work or project other then for whmh they hove been prepored wdhout written consent WORK NOTES ~ROJECT TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 3RAWING TITLE CROSS SECTION SET ISSUED FOR DATE SEAL DATE MARCH 29, 2012 950 2012 DRAWN BY BDK :HECKED BY' JJD ;HEET NUMBER A301 JAMES J DEERKOSK CERTIFIED TO, SUFFOLK COUNTY NA TDN.4L B.4NK FIDELITY N.4 T/ON. aL TITLE INSUR.4NCE COMP.aNY SUFFOLK COUNTY INDUCgTRI.4L DEVELOPMENT AGENCY LQNG ISL~ F SURVEY FOR ~0~ LLC A~ $OUTHOLD ~N OP $OU~'HOLD 'POLK COUN~'Y, N.Y. 1000-G3-O~°-R8 & 30.1 b-~AL~: 1~0' D~c. 16, 2008 A V~NUE 63~.i 7 ' N 6~'45'3~' E ~s~:,~'os CONTRACTOR NOTES GENERAL NOTES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES, 2, BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED iNSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE iNCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 5. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 6. THE CONTRACTOR SHALL LAy OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL' DIMENSIONS REQUIRED FOR OTHER TRADED: PLUMBING, ELECTRICALS, EEC. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH TEE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, 1. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAN ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THiS HEIGHT lB APPROVED. 1 2. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S A%ENTION FOR IMMEDIATE RESOLUTION. 15. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. GENERALNOTES: Wood: 2 All studs to be SPF #2 or better, and all other structurol wood to be Douglas F~r #2 or better. All structural wood shell be in accordance with the national design specifications for wood construcDon - latest edition. Nailing schedule shall be in accordance w~th the specified code. Pre-manufactured trusses, a, All trusses sholl be "shaped" as shown on architectural cross sections, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer, 5. Erect and brace trusses in occordance to truss plate institute recommendations. 6. Plywood sheathing. a. All plywood shall be in accordance w~th the American Plywood Association (APA) specifications, b. Plywood sheathing shall be continuous over two or more spans with 9rain of face plys across supports corporation or equal, All sins shall be pressure preservative treated (.4 PSF retention) STP #2 ar better. 8, Design values: Framing Lumber: DF (north) No, 2 or better E = 1,600,000 PSI Fy = 95 PSI Fb - 825 PSI 9. Design values: a, Lammoted Veneer Lumber (LVL): E ~ 1,900,000 PSI Fv = 285 PSI Fb = 2600 PSI DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKD ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING, THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KENL ASSOCIATES, LLC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKr, ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONSIBILIP( IN REGARD TO CONBTR~UCT[ON MEANS, METHODS, TECRNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONMECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HAPMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. DOCUMENT NOTES THESE CONBTRUCTHON DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT AGREES, TO THE RULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKN ARM & KEHL ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1, GENERAL; ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2, FIRE SAFETY: A, ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED rNA B LOCKED AREA, C, ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT E,ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE OAS TO BE USED DURLNG CONSTRUCTION DUST CONTROL: A, DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, B, CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS, DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. 4. NOISE AFTER HOURS: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS. 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRITTEN PERMIS,SION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. $ CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE VWORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIDHHBORS, B SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WIORKING ON THiS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ABE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNINC REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFE~ CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMM EDIATELY AND NOT[FY THE GENERAL CONTRACTOR, OAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DEFECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WlITH STATE, FEDERAL, AND LOCAL CODES, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SNOW SPEED (mph) DESIGN LOAD CATEGORY WEATHERING 45 Ibs/sqft 120 mph C SEVERE DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY STORAGE S-1 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HELGNT AND FIRE AREA HEIGHT FIRE AREA HEIGHT BUILDING, THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT S STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 18'-6i~' AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEIGHT FROM RIDGE TO GRADE 22'-1~" LUMBER SPECIES AND GRADE SUBJECT TO DAMAGE FROM 11WINTER FROST LINE MODERATE TO HEAVY SLIGHT DESIGN DEPTH TERMITE DECAY TEMP, 3'_0' TO MODERATE decrees ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ICE SHIELD UNDERLAY-- MENT REQUIRED YES MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (Fn pound~ per square foot) FLOOD WI R~E I HAZARDS 1984/1998 USE LLVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 AlU'ICG WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS BO 10 STAIRS 40 (c) lO GUARDRAIL AND HANDRAILS rd) 200 (c) 10 ROOF 50 10 ~) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPOR~NG A 2~O00- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA, b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIDNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A BDO-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R80210,1 e) SEE SECTION R502,2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS AREAS OF STRUCTURE CRAWL SPACE NA BASEMENT NA FIRST FLOOR 12B8 SQ/FT 4EW SECOND FLOOR NA FRIRD FLOOR NA BALCONY NA .OFT NA ~TTIC (HOUSE)re) NA ~TTIC (HOUSE)th) NA DEW GARAGE NA SECOND FLOOR GARAOE NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA 3ECNS NA COVERED BREEZEWAY NA COVERED ENTRANCE NA ;OOL HOUSE/ CABANA NA JNCOVERED ENTRANCES NA (o) WITHOUT STORAGE (b) WITH STORAGE PROPOSED WORK 1) REMOVE EXISTING ROOF AND SOUTHERN WALL STRUCTURE, 2) REPLACE SOUTHERN WALL WITH NEW 2X6 WALL AND PROVIDE A NEW (~42" KNEEWALL AT LOCA~ON OF NORTHERN BEARING POINT OF NEW ROOF TRUSSES, B) INSTALL NEW ROOF TRUSSES, SIDING AND ROOFING, "THIS IS AN UNHEATED STORAGE BUILDING" TABLE R402,2 MINIMUM SPECIFIED COMPRESSION STRENGTI~I to) rfc) MINIMUM SPECIFIED COMPRESSIVE STRENDTR OF CONCRETE TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTEN~TIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) GRADE, EXCEPT GARAGE FLOOR BLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORN EXPOSED TO THE WEATHER 3,000 rd) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 rd) FOR SI; 1 POUND PER SQUARE INCH + 6,895 kpo (~) AT 28 DAYS PSI (b) SEE TABLE R301,2(1) FOR WEATHERINB POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAW]ND~ DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WiTH FOOTNOTFE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME O~F CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN · PERCENT, (e) SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT. FIRE BLOCKING IS TO BE iNSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. (1) SHEATHING (2) SHEATHING (5) SHEATHING (4) SHEATHING TO BE NAILED TO CCA SILL TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TO EQUALLY SPAN 2ND FLOOR AND AT-lC TOP PLATES TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicoted, Is SirmFson Strong- Tie. No Substitutions are Approved or Authorized, Due to the Relationships of Fmrmlng Hordw~re to the other Components of the Structure, any Froming HGrdwore Substitutions ~wDI Render These Plans Null ~nd Void, Grid will Result in the Instoller / Contractor Assuming Responsibility for the Design ond Performance of the Entlre System, OCCU?ANCy OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCi PANCY .FIRE INSPECTION REQUIRED BEFORE OPENING RETAIN STORM WAFER RUNOFF PURSUANT T3 CHAPTER 236 OF THE TOWN CODE. AEe OVED AS NOTED ' g AM FO 4 PM FOR THE WiNG INSPECTIONS: 'JNDATION - TWO REQUIRED ~R POURED CONCRETE ~H- FRAMING, PLUMBI~ ~TRAPP~NG, ELECTRICAL & CAULKING tNSULATION FINAL CO NSTRUCTION & E~CTRIC~ MUST BE COMPL~ F~ C,O, A~ CONSTRUCTI~ ~ ~ ~ REQUIREMENTS OF T~ C~S OF NEW YORK STATE. ~T ~S~I~ F~ ~81GN OR C~S~ ~ ~ I COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROYECTED UNDER FEDERAL COPYRIGHT LAW PtAN5 MAY NOT BE REPRODUCEB ~OUE WRlYYEN AUTHORIZATION ALL PLANS AND OESIGNS ARE THE SOLE PROPERTY OF D.&K. ASSOCIATES, LLC. FHE NIGHT TO BUILD ONLY ONE SIRUCBJRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO ~dE BUYER. Acceptance of these drawings does ~ot aolhonze the right to build wUhout the authorlzoDon of local governing agencies, such as Suffolk County Dept of Health Serv'ces, Town Building Deportments, DEC, FEMA, otc. Verify oil conditions, codes, end requirements wdh such agencies Flor to cons~rucBon. D °A°K ASSOCIATES, LLC 506 Main SNeel phone: (631] 76~-6071 WeslhamplonBeDch, NewYork 11978 fax: 16311466-3354 E-Ma0 CArm8888@aol corn OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and orrangements represented therein, are the property of D,AK, ASSOCIATES, tLC, No part (hereof shall be coped, disclosed or project other than for which they have been prepared wNhou( wrdten consent WORK NOTES: ~ROJECT' TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 ]RAWING TITLE, GENERAL NOTES PLUMBING RISER DIAGRAM ISSUED FOR: DATE: SEAL: DATE: MARCH 29, 20~2 PROJECT NO: 950-2012 DRAWN BY BDK CHECKED BY: JJD SHEET NUMBER: G1 JAMES J DEERKOSK © D 'A"I( ASSOCIATES, SIMPSONT0 STRONG-TILT0 CONNECTORS...~ REr -- SPECIFIED FOR CONSTRUCTION~,,,, ,,,~, ,,E ^ ,~.~.u, ,r.u MODELNO, CA TO U~I~T UPLIFT (1~5~1~ 8~TX~" CODE H7 15 4-8d 2-8d 8-8d 2991 930 985 400 -- 5, ~ CONNECTORS MANUAL FOR ALL FOOT NOTES AND ~/ ( ~ ~ ~1~ gF CEILING JOIST __ __ ' S P 4 I E-Ma rm 88 ao.com OWNERSHip ~ USE OF DOCUMENTS:  These drawings and speaJ[JcaUons including DETAIL "E" ~ II INTD T~USS SDE ar TRUSS ~ SIMPBON SIMPSBN ~..T~ "1 ~ ~ 8OUTHOLD, NEW YORK, ~ I_smo -T DETAILS I , ~ ~ ~HEET NUMBER' I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION DOUG-FIR LARCH / SO pINE UPLIFT ALLOWABLE LOAD~ I,Z LOAD FASTENERS LATERAL W~TH PROPER INSTALLATION PROCEOURES I I I I LFTA 16 2¼" 17" 3B,'lG-10d 4200 1205- J--J--J--J-- NOTE: REFER TO SIMPSON WOOD CONSTRUCTION NO, ULT .Er. LFTA 1Od 1Od x 1~" (133 / 160) (135) (160) DOUG-FIR-LARCH/so, PINE CODE ;' ~ Equol number oF-' NO TION CleO) (125) ~O)~ / ~ eech e~d Simpson SSrong-Tle DET~L I ALLOWABLE LOAD DESIGN ~ /SIM PSON ~ ~A NC S~ ~ U . SO C. 0,*',' :~l~: q" ~" 2~" a" ~t" ~" ~0~0 ~S,~.~ ~ ' ~ TAKE-UP WASHER ~~ 'x12 HEADERS aVG UPLIFT FLOOR 000 SNOW 015) ROOF (125} CODE DY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" FASTENERS UPLIFT LAmRAL CODE % SI M P S 0 N MODEL AV8 UPLIFT (15~/18D) REF, TAKE-UP WASHER TO RAFTyR} TO PLAJ TO (133) (160) ~ ~ 160 ~OUPLE~ NUY SP4 /-STU SIMPSON HTS16 NTS16 = TAKE UP WASHER ~ HDaA LSTAa1 '~' ~ "~ ~ ~ DETA~ "D" ,~,, DETAIl, "G" DETAIl, "J" H7 Simps~on Si~ong-T~e LFT~ RDD ~YSTEM LFT~ -~ LFTA ~ DET~ "L" ..' DETAH, "C" ¢ ,, ~ Simp%o~ ~o~-Ti~ ALL SIMPSON MA~G[RS HAVE BELIN O~RTIPIED BY AN ENGINEER TO ~AVE A CAPACI~ F[oo~-~o-PLoop ~o~D~c~o~s EQUAL TO OR GREAIER THAN THE: ~QUI~D AMOUNT CALCU~TED FOR EACH CASE, ~ ~ SHEATHING ALL SHEATHING TO B[ NAILED IN ACCORDANCE WITH THE NAILING SCHEDUL~ OF ¢ & PAPER ASSOCIAIION (Afl & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO LT¢~ '~DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIO~H WIND EDITION. LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL Simpso~ S~ong-Tie ~ ~ SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX SEAM SHEATHING TO EQUALLY SPAN 2ND FLOOR AND A~IC TOP P~TES P[OO~ ~O-~[OOP OO~m~u~io~% (4) SHEATHING TO BE NAILED TO TOP P~TE ND SUBSTITUTIBNS ALL Framing hardware shown on these pLans, unless otherwrse rndlcat;ed, Is Simpson S1;rong Tre, No subst;it;ut;ions are approved or ~u1;horized, Due t;o 1;he relationships DP Pr~mlng hordw0re 1;o 1;he cT;her componen1;s o¢' 1;he s1;ruc1;ure, any Pr~ming h~rdwcre substltu1;Ions wiLL render 1;hese nuLL ~nd void, and wRt result± In 1;he ins1;aUer/cont;r~ctor ossumlng responslblLi1;y For 1;he design perPonnance oF 1;he ertl;Ire sys1;em, (100) (125) 180) TO RAFTERS TO PL^I~ TO ('~3) (1~O) ~ ~ I =1 2'-O"X2"O"xlLO' L_ _ _J Concrete Footing I ~,[ 2,-o"x~'-o"xE-o" L _ _1 Concrete Footing EX. FOUNDATION SCALE: 114" = 1'-0" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVAI~ONS ARE PRO~:CTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOUT WRITTEN AUTHORIZATION ALL PLANS AND DESIGNS ARE lHE SOLE PROPERTY OF O,A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTUHE FROM THESE PLANS IS L]C£NSED EXOLUSI~LY TO THE BJYEN Acce¢once of these drawings docs not authorize the right to build without the authoNzahon of local governing agencies, such as Suffolk County Dept. of Health Services, Town Budding Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such to construction. D°A°K ASSOCIATES, LLC 506 Main Street phone: (631)7674071 WBsthampl0nBeach, NewYork 11978 fax: j63T)466-3354 E-Mail: CArmSB88@agl.c0m OWNEBShlIP & USE OF DOCUMENTS: These drawings and specffications Including the ideas, design and arrangements represented thereto, are the property of DA.K, ASSOCIATES, LLC Na part thereof shall be copied, d~sclosed Lo others or used in comqection with any work or project other than for which they have been prepared without written consent, WORK NOTES: :ROJECT: TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 )RAWING TITLE; EX. FOUNDATION PLANS ;~T: iSSUED FOR: DATE, MARCH 29, 2012 ]ROJECT NO1 950-2012 BY BDK BY: JJD SHEET NUMBER: A101 JAMES d DEERKOSKI, PE © D'A'K ASSOCIATB~ ac NUMBER: OF REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS Existing 6x6 Post ExW0ng (3)1~' x 1Mz" LVL Header EX,. FIRST FLOOR SCALE: 1/z14" = 1'-0" (~) COPYRIGHT 2011 D.AH ASSOCIA~S, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNOER FEDERAL COPYRIGHT LAW. PLANS NAY NOT BE REPROOUCED WlIHOUT WRIITEN AU~iORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D~A.K ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FRON~ THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drawings does not authorize the right to build wUhout [he auth0~fzation of local governing agencies, such as Suffolk County Dept. of HeaBh Services, Town Budding DepartmeMs, DEC, FEktA, otc Verify all conditions, codes, and requirements with such to construction, D °AoK ASSOCIATES LLC 506 Main SDeel phone: Wesfhampfon Beach, New York 11978 fax'. E-Mail: These drawings and speclficaOions including the Ideas, design and arrangements represented therein, ore the property of D,A,K, ASSOCIATES LLC No part thereof shall be copied, disclosed to others or used in connecbon with any work or project other than for which they have been prepared without written consent TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 FIRST FLOOR PLANS MARCH 29~ 2012 =ROJECT NO: 950-2012 )RAWN BY' BDK CHECKED BY: JJD A102 d DEERKOS © D.A.K ASSOCIATES, REFER TO OENERAL NOTES FOR ALL STRAPPING~NNAILINGj FASTENING AND TIE DOWN DETAILS WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" 506 Main Slreel Westhamplon Beach, New York 11978 D oAoK ASSOCIATES, LLC phone: (631J 767-6071 fax: [63114664354 E-Mall: CArm888B These drawings and specifications Including the ideas, demon end arrangements represented therein, ore the property of D A,K ASSOC ELC, No part thereof sh~rl be copied, disclosed to others or used ~n connection with any work or project other than for which they have been prepared without written consent, TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 1197' ELEVATIONS (~) COPYRrGHT 2011 D.A.K ASSOQAES, [LC. ALL FLOOR PLANS AND ELEVATIONS ARE PROECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT mITTEN AUTHORIZA IION ALL PLANS AND DESIORS ARE THE SOLE PROPERTY OF D,A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE S~DClliRE FROM FH£SE PLANS IS LICENSED EXCLUSIV£LY TO THE BUYER. Acceptance of [hese drawings does not authorize the right to build wNhou[ the authorization of J0cal governing agencies, such as Suffolk County Dept. of Health Services, f0wn Building Deportments, DEC, PEMA, utc, Verify all condRions, codes, and redulrements with such to construction. JAMES d MARCH 29, 2012 950-2012 DRAWN BYr BDK 4ECKED BY: JJD A201 REFER TO GENERAL NOTES FOR ALL STRAPPINGL NAILING, FASTENING AND TIE DOWN DETAILS EXISTING ROOF SYSTEM 12 5 12 NEW TRUSS ;BY OTHERS RIDGEVENT INSTALLATION OF ROOF TRUSSES AS PER MANUFACTURESSPECS AND NEWYORK STATE CODE 12 5 :2X6 BOTTOM CHORD: PROVIDE NEW 42" KNEEWALL ON TOP OF GIRDER PROVIDE JACK STUDS UMDER FLAT ROOF RAFTERS 52'-6~"- lPROVIDE NEW TRUSS ROOF SYSTEM HEIGHT OF NEW RIDGE NOT TO EXCEED EXISTING RIDGE HEIGHT. CR OS_S SECTION SCALE 3" 1'0" -- ARCHITECTURAL ROOF SHINGLES -- 30# FELT ~" CDX ROOF SHEATHING lx8 FASCIA (MATCH EXISTING) MATCH EXISTING SOFFIT REPLACE EXISTING WALL INKIND 2x6-16" cc WALL STUDS 3/4" CDX WALL SHEATHING 30# FELT SIDING (MATCH EXISTING) 2X6 ACQ SILL 12" ANCHOR BOLT MAX. 2'-0"oc. (~ COPYRIGHT 2011 D.A.K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVA~ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT RE REPRODUCED WITHOUT WBI~N ALD~ORIZAIION, ALL PLANS AND DESIGNS ARE IHE SOLE PROPER~ OF D.A.K, ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE SfRUCTURE FROM lHESE PLANS IS RICENSED EXCLUSIVELY TO ?tE BUYER Acceptance of these drawings does not authorize the right to build wNhou[ the authoBzatlon of lecd govern;ns agencies, such as Suffolk County Rapt, of Health Services, Town Building Departments, BEG, FEMA, etc. VeriFy all conditions, codes, and requiremenb with such agencies prier to constmchen D°A°K ASSOCIATES, LLC 506 Main Street phone: (631) 767-6071 WeMhamplonBeach, NewYork 11978 fox: (631}466-3354 E-Mail: CA~m8888~aol.com )WNERSHIP & USE OF DOCUMENTS: or project other than for which they hove been prepared wlthout written consent. WORK NOTES: mROJECT: TOW BEE PROPERTY YOUNGS AVE. SOUTHOLD, NEW YORK, 1'1971 3RAWlNG T[TLEr CROSS SECTION BET' ISSUED FOR, DATE: 3EAL: DATE ~cE_~9, 2042 PROJECT NO: 950-2012 DRAWN BY~ BDK :HECKED BY: JJD A301