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HomeMy WebLinkAbout32031-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No- Z-32989 THIS CERTIFIES that the building ADDITION Date- 04/16/08 Location Of Property: 250 YOUNGS RD ORIfiNT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 2 Lot 20.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 23, 2006 pursuant to vrhich Building Permit No. 32031-Z dated MAY 23, 2006 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 DECK, GAZEBO & OUTDOOR SHOWER ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to NICOLE BETANCOURT & BRAY POOR (OWNER) of the aforesaid building. SIIFFOLK COUNTY DEPARTMENT OF HBALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLDlIDSRS CBItTIFICATION DATED -~'~~lY~ ~~ r Au orized Signature Rev. 1/81 Rprm Nn. R Towle or souTBioLD BUILDING D1;PARTNIRNT ~ i., 's~ ' 6 'T'OWN IIALL 765-I802 1 _.. APPLICATION FOR CLRTIFiCA7T OF OCCUPANCX This application must be Tilted 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 hlealt:h Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from phtmber certifying that the solder used in system contains less than2/10 of 1 % lead. 5. Commercial building, industrial building,. multiple residences and similar buildings and installations, a cc~'tificate 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 (pttior to April 9, I957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurat:c survey of property showing all property linea, 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 dctricd, the Building Inspector shall state the reaaons therefor in writing to the applicant. C. ,Pecs 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25,00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building 825.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3, Copy of Certifcatc of Occupancy - $.25 4. Updated Certificate of Occupancy - $SU.00 5. Temporary Certificate of Clccupancy -Residential $15.00, Commercial $15.00~/ Late. ~l7/B New Construction: Old or.Pre-existing Building: / (check one) Location otProporty: Rouse No. street rxanuet Owner ox Owners of Property: NiLOt~ ,E~7~4NLo//GT- ~./}~ /~'D+2- Suffolk County Tax Map No 1000, Section O/ Block D~o'Z Lot qua. Oifi~ Subdivision Filed Map. Lot: Permit. No. 3 203 Z Date oFPermit..S' Z.~D_~ Applicant: i(llco~ ,~~,¢NCO.~.ty- Health Dept. Approval: Planning Board Approval: Rc;quest for: Temporary Certificate _ Pco Submitted: $ ~ BD Underwriters Approval: Final C:ertificatc: / (check orxe) Applicant Signature Q.,sr~. ~ )~ ~ 39 e©~,3~y8~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32031 Z Date MAY 23, 2006 Permission is hereby granted to: NICOLE BETANCOURT 17 THOMPSON ST APT 7 NEW YORK,NY 10013 for CONSTRUCTION OF A DECK ADDITION AND OUTDOOR SHOWER AS APPLIED FOR. THIS PERMIT REPLACES BP 29412. at premises located at 250 YOUNGS RD ORIENT County Tax Map No. 473889 Section 018 Block 0002 Lot No. 020.001 pursuant to application dated MAY 23, 2006 and approved by the Building Inspector to expire on NOVEMBER 23, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 ~~63~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING ~ FINAL /~ ', [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: Q DATE ~- ~~ ~ ~ INSPECTOR ~o 3 2-0 3 I z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [FINAL ~°f~ [ ] FIREPLACE A C/H~IMNEY [ ]FIRE SAFETY INSPECTION REMAppRKS: ' `~ ,~99 ~~ ,p DATE 3 ~ ~ INSPECTOR ~~~~ `~~ ~ -~ L' j ~ V~~'~" 1 ~~~/~. 765-1802 BUILDING DEPT. INSPECTION [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ] FIREPLACE ASFIIMNEY 3 ~~ ~ ~ ~ ~ `~~ ~~ ~~ 765- 802 ~ DING DEPT. SECTION FOUNDATION 1ST [ ]ROUGH PLBG. [/ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING ( ]FINAL [ ]FIREPLACE & CHIMNEY REMARKS: DATE l F[ELD INSPECTION REPORT A COMMIIVTS " 1 ~, - „y t~ FOUNDATION I ~ r ~'~ ( ~ ', x --------------------------------- . t ^{I FOUNDATION (2ND) Q ~ z o . o ""' H ROUGH FRAMING & ; y PLUMBING "~ INSULATION PER N Y . . STATE ENERGY CODE ~ ~ y - 06 1l - o~~L , ~ ~ o FINAL ~' ADDITIONAL COMMIFI4TS O Z. m z H "` ., ~ x d ... TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HATGL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST ~ ~~'~ ~ v~ Do you have or need the following, before applying? Board of Health PERMIT NO. ~ q ~~~ ~ Septic Fonn N.Y.S.D.E.C. Examined ~~~~ ,20(73 Approved ;j/d~ , 20 ~.3 Disapproved a/c~ Contact: Mail Expiration ~ , 20~ uilding Inspector ~ y 2~~3 APPLICATION FOR BUILDING PERMIT Date ~~1G ,20 03 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pemut. d. Upon approval of this application, the Building Inspector will issue a Building Pemut to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pemut shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agees 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. (Signa re of applicant or name, if a corporation) 2'} 3r~ A,,~, 6rea~.,1N N`( 1121~- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AV'G ~ \TGLT Name of owner of premises ~ t ~ c ~ ~e ~'c'^Ge~ "'~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License 1\ Other Trade's License No. b Z.. ~- 8 0•1- 1. Location of land on which proposed work will be done: 0 House Number Street ~\~tit- Patt- Hamlet County Tax Map No. 1000 Section 18 Block 2 Lot Subdivision Filed Map No. (Name) 3 sets of Building Plans Planning Boazd approval Check 20• ~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S trns7 k - ~-A wt ~ ~ .~ 1. o uSG b. Intended use and occupancy s a wti Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work w~~k-- (Description) 4. Estimated Cost lv~or>o 5. If dwelling, number of dwelling units Fee (To be paid on filing this application) Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height 16 ` Number of Stories 1 Depth Dimensions of same structure with alterations or additions: Front 50 ~ Rear s ~ ~ Depth ~ ~' Height 1 ~ ~ Number of Stories 1 Dimensions of entire new construction: Front c Rear 5o t Depth Height 2 ` Number of Stories ° 9. Size of lot: Front 1(~ ~ Rear 8 6 ~ Depth 18 d z 2 1~ 10. Date of Purchase 1 c! 3 t,o 2- Name of Former Owner Ja wo ~ r ~ c ~-~ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO X 13. Will lot be re-graded? YES_ NO X Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises ~ 160 $e~NGOtl r Address -} ~ow~ t~G Phone No. 212 2 tcl o12Z Name of Architect Fxr~lowt NIWYtgu-ee~ Address 2~' 3a~t BkMH I IZI Phone No ~ 1 D B ~ 510'5 3 Name of Contractor G.'1~ncrdGoNa.'E'ra~fi~hAddress2;~ I.n. li<cN.~rPhoneNo.~~ `4~~ 124$ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C * 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. 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. STATE OF NEW YORK) C~_1L S`S: COUNTY OFD ~v~ ov ~' M.G/v' UV'Ca~ ~ "`-rr being duly sworn, deposes and says that (s)he is the applicant (Name of i dividual signing co tract) above named, (S)He is the Arv~ ~ ~CG~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~~6 ~`~` day of `l}/ 20 ~ 3 (~'~ Notary lic ~-Signature of Applicant CORA B. SuGti3 WOkry Publiq Slate of New York wo. otsusoso~2a Qualified in Kings~County Commission Expires September 23, ~D 5'0 1 Rear • ~e-U WN OF SOUTHOLD PROPERTY RECORD CARD ~ ~ OWNER STREET ~~°; , VILLAGE DISTRICT SUB. LOT /~!~ G~ ~ G~"aj'ICOUr _ ~ ~' i f- .' Y 7J~sC - Or~N~ER OWNER S~orC' U~ E ACREAGE ~ . ~ 5 ~ ~ ~ ICJ (CY W~ff a~ ~ ~ c u~ TYPE OF BUILDING ,~~~~ ~C RES.f ,i .pia SEAS. VL. FARM COMM. I IND. I CB. MISC. - c ~~ LAND IMP. TOTAL DATE REMARKS -(/J /~ ~.. , ~', h _ r r ?> i 4U1t Ya»S ue Y l~ ~~~ ~~ ~ ~ ,~n O 300 ~ ~> ~-~~,_'r_ -~' .~# ~ u,; ~a 11 - ~-r+~rwk ~~ ~ n / ,z ~2m ~ . -~A/- - ~_ e~ ~ ; ., :-: f / J ~'~-J (-~ ~ - - ~ _~~i~I' %D' ' ~ / / /~ i ~~~ ~~~`'__.~lQ . ~ ~ 5~.1~ t)re?. I~,~~'C .~': <t7 76 ~ ~ %SC ~ 5 ? o o / 1 ~i7/ 7 „~ ~ .~ / S c~SF' cam' ; .3!' GCt _`~!'' }AGE: U -~©©~ ___,5'8 ,~ ~~~_C7`CON$I,Y~ 6 / G !h n C{ % %`` 77 %, Jla ~;, _ r- ~ v+ G NEW ~ NORMAL - ~ BELOW - - _ ABOVE _ . t~z i _ ~ ~ ~'~~ r~. ~ ./_,n, , ~,~ ~S it~~~~ p ~`L(JO ~F~ `~f to ~ ~ ~~ ' Farm i Acre Value Per Acre Value t l . ~ Tillable 1 Tillable 2 ____ - - _ ~ i 7S ~~ ~~ '~~ - ~` Tillable 3 1 -, -- --- _ - ~ ~~_~ f _ io ,~~ a, L IzZ2~~ ~u7oy~e~r~ f~~orcr,~~ta.2~ W dl d cc an ~wampland ~ -- - - C - "~ ~~ \\ - ~~~~•%~ /V L~ _ ~ - - - -- - --- . - ~ ~~'~hC_C `! .~.,~__ L~NI~ /C'7c~~ir :~f; ''~ 1~17~7 House Plot _ _~ _ ~ lc*a l -i ' - - t"}."~ ~ ~ 0 ~~ ~ ~ s: R.d. ~ ~5 '~~ .~ ~, .;~. ~ ° - I , ~ \ _ 0 ~ - ~ i I ~ ~~ `..Y , . :~ ~ ' ~ ~ i ~ I ~ i ..k ~:; ~L ~ M. Bldg. 3 (o l .~ y ~ I ~ ~ ~~ /, Foundation ~ ~ ?, Bath ~ ~/y - Extension ~y~ ~ _ ~~ Basement ~' ' Floors Extension j Ext. Walls 4G~~,L h Interior Finish p c EYtei~sion ~, ,~, _ i a. ; ~~ r Fire Place Heat ~~ ~(~ Porch L~~ ~ Attic ~v~, ~- ~ ~ - a ! -- 1S g Porch Rooms 1st Floor ~j Breezeway Patio ~ Rooms 2nd Floor Garage ~ X I' ~ ~/~ ~ / Q 0 Driveway O. u:; ~. I y657 r h f*t ~ 't ~ ! •"i'I POST: AND COLUMN BASES ~ ' 'fO ~, 'i: 't: c M V b ALLOWAB ELOADS :^'-AItlDEL.' -: ' N0. OTY REOD ANCHOR DIAMETER FASTENERS TO WOOD UPLIFT PARALLEL PERPENDICULAR F4 F2 1x4 POST/C OL MN :Ag 1 'h 8.104 520 WA - - - - ~ggA,4..i~;' EPB44A 1 1 +h 8-104 8-184 555 1100 WA WA - 815 - WA - 935 - WA -.PB~4Y ::_. ~ 1 12-184 1365 WA 765 WA 1325 WA - -A9LWir .1 s/e 12-164 2200 WA - - - - PB344 - ~ - 14-164 2400 WA 1185 WA 885 WA HD2A 1 sh 2s/e 2775 WA - - - - LCBM~°,. ,...1 2'h"MB 2880 WA - - - - ND511 f; i. ' 1 sh 3?p 4010 WA - - - - CB44 ~' 1 - 2 s/e" MB 4200 WA - - - MTT28B. 1 s/e 24.184 4455 WA - - - - FffT72 1 sh 32.164 SINKERS 5250 WA - - - - C8S44?':o-- 1 ' ' 2?h" MB 5335 WA - - - - HD2A ~: 2 s/e 2-s/e 5550 WA - - - - HD5A ~ ~, 2 s/e 2?/. 8020 WA - - - - MTT28B 2 sh 48-164 8910 WA - - - - Fil"f22 2 s/e 64-164 SINKERS 10500 N/A - - - - x6 LUMNB E ABE88.' 1 sh 8-164 900 N/A - - - - ABA88 - 1 s/s 8.164 985 N/A - - - - EP888 .. 1 12.164 1610 N/A 800 WA 800 WA PB88 ~ ~~~ 1 - 12.164 1640 WA 785 WA 1325 WA ABU86 PBS88 1 ~ 1 sh 12-184 14-164 2300 2630 WA 3180 - 4885 - WA - 1700 - WA HD2A> ' 1 sie 2-sh"MB 2760 WA - - - - LC886 ". 1 - 2s/s" MB 2880 WA - - - - CBA88 1 s4 2'h"MB 3000 WA - - - - HDSA 1 s/e 2?h 3980 N/A - - - - C888 1 - 2?/e" MB 4200 4200 - - - - MTT288 1 sh 24.164 ~ 4455 N/A - - - - HTT22 1 s/e 32-164 SINKERS 5250 N/A - - - - HD2A 2 sh 2?h 5520 N/A - - - - CB866 ; ,. 1 ~ ! 2-sh" MB ' 5560 8875 - - - - NOSA 2 sh 2?/e 7980 WA - - - - MTT28B 2 sh 48-184 6910 WA - - - - FIl"f22 2 sh 64-1 Bd SINKERS 10500 WA - - - - $ 1..TYA' In the tables nlearts the product la test y AmXed. The 80% bed duratlon increase cannot be Mlrott on a test Ymited product. This xaWd .,-:: vldMethe tlmee factor of safety. a ~,-... N _~ A ~ 1 4 1 „~ •-' in the fades indicates that the product has not been tested in the padkwler bed directlon listed. 2 Products uid anchor bdt may be iratalled • •®• , D55 4r ',~~ pE b t~ ~: s . 0 7.b' A6E,,1 D56 ~ ~ IJ .p .. .:..: iii ~ ~~ 4'aMM1M 01 I'tiw • o I wiM Simpaon's Epoxy-T'le. See page 22. ... .. ... . '~: `-.~ . , ~ t i ~ edTISFI S I'' ~ REOUIREMEMS 0 t~, : ~MIN1IAUM SIDECOVER $ _ '1Y.'- i I' I ~ 7,' "~~: I 'I ~~, v cask .r~' ~ D58 o' .... _ ABAk ~ Dimensions Fasteners Oown Allowe0ie Loede : Inslelletl 8110 j; ~y~ 8! ead U UDIIN Floor (100 Snow (115( Roof 125( ` c N . W . H B 10tl 184 Joist I~ (133) (180) 104 180 104 164 104 i8d IndeX - (ICI( ' SAWN LUMBEfl SIZES .: LU210?;, 20 1Ne TNe lyx 10-1 Otl 10-164 8-10dziye 6233 735 850 1110 1330 1275 1530 1390 1680 +11% 2812 U210 .- ., . HU212 ~~.: 18 14 1Ne 1Ne TNe 9 2 2Y. 10-104 - 10-164 10-164 6.10dx1y, 8-10dz1ye 5503 11383 720 720 885 885 1110 - 1330 1340 1275 - 1530 1540 1390 - 1880 1875 +53% +347 % .'' HUS210 }P.: d8 1%~ s 9 3 - 30-i Bd 10.184 18833 2845 3000 - 3775 - 3920 - 4020 ~+378% LUS210-2 18 aye 9 2 B-164 5-164 10906 1550 1550 - 1765 - 2030 - 2210 Lowest U210-2 18 aye Bye 2 14-10tl 14-184 6-104 11000 090 1065 1555 1860 1785 2140 1940 2330 +40 LU5214-2 18 aye lO~Ne 2 - 10-16tl 6-164 12750 1550 1550 - 2030 - 2335 - 2540 + 58 % ~9z HUS210-2 14 3X 9Ne 2 - B-16tl 8-16tl 14550 2050 2590 - 2010 - 2310 - 2510 + 138 % HUS212-2 14 aye lON 2 - 10-164 10-i6d 18033 2560 3240 - 2510 - 2885 - 3140 + 156 % HU212-2 Mln 14 3X 10N, 2y~ - 16-16tl 6-1 Od 14316 905 1085 - 2145 - 2465 - 2680 + 387 % ' HU212-2M 14 314 10Ne 2K - 22.16tl 10-104 15933 1505 1810 - 2950 - 3390 - 3685 +611% 1.U$ &3`•:+°' 18 ~ 494 By 2 6-164 448tl 7500 1140 1165 - 1285 - 1455 - 1585 - LU921o-$:,~: 18 4y4 BNe 2 - 8-164 8-i 6tl 7500 1550 1550 - 1765 - 2030 - 2210 ' 2212 HU212+$ Mln t4 4'Xe 10Ne 2y~ - 18-184 8•tOd 14318 905 1085 - 2145 - 2485 - 2880 .: NU21!$ 14 .,~'X4 10Ne 2X - 22-184 10.10tl 15833 1505 1810 - 2950 - 3380 .-,. 3688 2 ...'. `i6 494 7N 2 14.10tl 14-164 6-104 11000 890 1085 1555 1880 1785 2140 1940 2330 _ ' LUS210 18 1Xe TNe 196 8.104 - 4-10tl 7750 930 1115 1275 - 1470 - 1595 - ~ LoweStl LUP210 18 1Ne TNe 2 10-104 10-164 6 PRONG 6533 - 1110 1330 1275 1530 1390 1660 +7 LU210 20 1Xe 7'Ne 131 10-104 10-16tl 6-10tlx1K 6233 735 050 1110 1330 1275 1530 1390 1660 +11 % 2x14 U210 18 iNe TNe 2 10-104 10-i6d 6-1Odx1y 5583 720 865 1110 1330 1275 1530 1390 1660 +53 % HU214 14 1Ne 1014 2y, - 12-164 6-10dxly 11383 720 865 - 1610 - 1650 - 2010 + BB % 0214 16 1Ne 10 2 12-104 12.16tl 8-10tlz1Xl 5503 960 1150 1330 1595 1530 1835 1665 1995 +147% U210.2 18 '3X BX 2 14-10tl 14-164 6-10tl 11000 890 1065 1555 1860 1785 2140 1940 2330 Lowest LU$214-2 - iB aye tO~Ne 2 - 10-16tl 8-16tl 12750 1710 1745 - 2030 - 2335 - 2540 + 12 % 2x$14 HUS212.2 .- HU212-2 Mln 14 14 3g 3X 10N 109(e 2 2K - - 10-164 18-164 10-164 6-104 18033 14316 2700 905 3240 1085 - - 2510 2145 - - 2885 2465 '- - 3140 2680 + 83 % +248 % HUZ142 MIn 14 3N 12Ne 214 - 18-164 B-104 15166 1205 1505 - 2410 - 2775 - 3015 +258% HU212.2M 14 3X IONe 2K - 22.184 10.104 15933 1505 1810 - 2950 - 3390 - 3885 +285% °` HU214.2M - 14 3X 1'bX'e 214 - 24-164 12-104 18198 1810 2170 - 3215 - 3700 - 4020 ~+278% ' U210-3 18 494 71; 2 ib-104 14-164 6-10tl 11000 890 1065 1555 1860 1785 2140 1940 2330 ' 2X14 HU214-3 Mtn 14 4~Ne 12ye 2yz - 18-i6d a-10tl 15166 1205 1445 - 2410 - 2775 - 3015 ' HU214-3 M 14 4~Xe 12Ne 2y 24-164 12-104 10196 1810 2170 3215 3700 - 4020 ' 2x16 U211 HU211'.. '~~ 18 14 1Ne iNe 10 1014 2 2Y. 12-104 - 12-184 12-i6d 8-10dx1y, 8.10dx1X SSB3 11383 960 720 1150 885 1330 - 1595 1010 1530 - 1835 1850 1685 '- 1995 2010 Lowest 'a 130 % HUS212-2 14 3X 10y 2 - 10-164 10-164 1 18033 2700 3240 - 2510 - 2885 - 3140 Lowes[ 2x06 HU216.2 Min 14 3y, 13q 2X - 20-164 B-10tl 15933 1205 1445 - 2680 - 3080 - 3350 + 111 % HU216-2 M 14 aye 13ye 2yi - 26-16tl 12-104 18196 1810 2015 - 3485 - .4005 - 4355 + 120 % ipl- HU218-$Mln 14 .4e e. 13+X lye ! 20-164 8-i Od 15933 1205 1445 - 2680 - 3080 - 3350 2X18 HU218-3 M 14 4~Ns 1~i4 214 - 28-164 12-104 18198 1810 2015 - 3485 - 4005 - 4355 ' 4 3 U34 18 2Ne 336 2 4-104 4-164 2-10tlz1y, 4117 240 265 445 530 510 810 555 665 ' x HU34 14 2Ne aye lye - 4-t6d 2-1Odxlyi 5270 240 290 - 535 - 615 - fi70 ' U38 ~ 18 2Ne 536 2 8-104 a-ietl ~ 4-10dziye 7033 480 575 890 1065 1020 1225 1110 1330 ' 3%8 LUS36: r'- 18 2Ne Sy 2 4-18tl 4-16tl 5187 1140 1160 - 1000 - 1150 - 1250 HU38---~ - 14 2Ne 534 2N - 6-164 4-10tlx1ye 9474 480 575 - 1070 - 1235 - 1340 ' 3x8 U36 HU38 18 14 2Ne 2Ne 536 lye 2 2X 8-10tl - 8-164 10-16tl 4-10dx1y 4-10tlx1X 7033 11363 480 400 575 575 890 - 1065 1340 1020 - 1225 1540 1110 - 1330 1675 ' • U310 ~: .' 18 2Ne Brt 2 1 4.104 14.164 8.10dx1K 11000 720 .865 1555 1860 1785 2140 1940 2330 3X10 LU5310 ~_.' 1B 2Ns 7Y. 2 8-184 4-i6d 7750 1140 1180 - 1265 - 1455 - 1585 HU310 -:'~;, 14 2Ne. .bye lye - 14-184 8-10tlx1y, 14566 720 885 - 1875 - 2155 - 2345 12 3 U310 18 2Ne Bye 2 1 4-104 14-i8d 8-i Otlxlye 11000 720 865 1555 1880 1785 2140 1940 2330 ' x HU312 14 2Ne 1034 lye - i6-164 8.10dziX 14316 720 885 - 2145 - 2465 - 2680 ' 3x14 .. H U3i/'.'`..; U314': `, 1 78 4 2Ne 2Ne tOg 1296 2 1 2X 8-10tl - 18.184 18.184 8.1 Odxlye 8-10dx1ye 11000 15188 720 980 885 1150 1775 - 2130 2410 2040 - 2445. 2775 2220 - 2880 3015 ' 3x18 U H 314 1 U318 1 8 4 2Ne 2Ne 10X 14ye 2 1 2yt 8-1 Otl - 18-i8d 20-18tl 8.10dx1X 8-10tlz1y 11000 15933 720 980 865 1150 1775 - 2130 2680 2040 - 2445 3080 2220 - 2880 3350 ' ' L U544..,. 1 8 3Ne 3 2 4-16tl 2-18tl 5303 275 275 - 785 - 880 960 Lowest 4%/ U 44 .: 1 8 3Ne 2/e 2 4-1 Od 4-16tl 2-1 Od 4117 295 355 445 530 510 810 555 885 + 20 % H U44'-.,,. 1 4 3Ne rX 2ye 4-184 2•lOtl 5270 300 380 - 535 - 815 870 + 161 % L US46 1 8 3Ne 4N 2 4-184 4-i6d 6078 1140 1160 - 1000 - 1150 - 1250 LOWebt U 46 1 6 3Ne Sit 2 B-1Otl 8-184 4-104 7033 590 710 890 1065 1020 1225 1 110 1330 + 37 % 4x6 H US46 1 4 3Ne 5 2 - 4-164 4-164 8033 1080 1235 - 1005 - 1155 - 1255 + 152 % H U46 Min 1 4 3Ne 53(e 2K 6-164 4-10tl 9474 605 725 - 1070 - 1235 - 1340 + 163 % N U48 Me% 1 4 3Ne 53Se 2yx - 12-i8d 6-104 11383 905 1085 - 1610 - 1850 2010 + 185 % SIMP ~N ~~ FACE MOUNT H ~. / \ `- ww8 1. See Conversion Chan, page 6, for alternate nails. 2.104 common nails or 164 sinkers (9 gauge x 3v.') may be used instead 01 the specified 164 nails at 0.84 of the table load value. 3.164 sinkers (9 ga. x 3Y.') may be used instead o1 the specifietl 104 commons wdh na load reduction. 4. Roof loatl5 are 125% of floor loatls unless limitetl by other criteria. FlOOr loatl5 may be atllustetl for Otner loatl du2tions accortlinp to the code, provided they tlo not exceed those m the root catumn. 5. Uplift loads have been increasetl 33% antl 60% for eann- puake or wind loading with no further Increase allowed. Reduce Dy 33% and 60% tar normal loatling such as In cantilever construction. 6. MIN nalllnp puantiry antl ioatl values-fill all rountl holes; MAX nalllnp puantity and load values-6u all rountl and Mangle holes. 7, Double shear hangers: 101st palls must be driven at an angle through the lolst into the header to oDtaln table loads. ' Hangers do not nave an Installetl Cost Intlax as they are usatl for specialty appllca0ons. 37 '• •~ ®~ POST AND COLUMN CAPS a ~ a, ~"` ' 4 4, ., o ~~; u i_ _ AC i... i D50 ~ .. f ' ~ ~. ~ ..a~~ ~ s:' ~~ ~ I '1 . i '~ ~ h ~ R~ ~t ,r. ;i vc Vi'. iF..:,.' r i„u ~~ MODEL OTY FASTENERS ALLOWABLE LOADS ~ ~"~`,,,,, NO. REOD BEAM POST UPLIFT PARALLEL F 133 160 133 160 4x4POST/COLUMN CAPS LPC4 2 B-10d 8-10d 760 WA 325 WA C4 1 6-16d 6-18d 960 WA 1000 WA C4 2 12.16d 8-16d 1060 WA 715 WA 1 2.6 2.6 1220 WA -. - DC44 1 12.16d 8-16d 1470 1700 925 WA MT312 2 14.10d 14.10tl 2000 WA 75 ~. A CC46 SPEC 1 4•% 2% 2330 WA - - CC3'/~-4 1 4•% 2-% 3035 3170 - - 6%6 POST/COLUMN CAPS LPC6 2 B-1Od 6-10d 915 WA 490 WA AC6 2 ~ 12.16d 8-16tl 1060 WA 715 WA SCB 1 12-16d 12.18tl 1330 WA 2000 WA PC88 1 12-16d 8.164 1470 1700 925 WA MTS12 2 14-10d 14-10d 2000 WA 75 WA CC88 1 4•% 2--'/e 3385 3660 - CC5'/1~6 1 4.3/~ 2?/~ 6275 6690 - -. 1.'WA' in the fables means the product is test limited. The 60% load duretiorS increase cannel be laken.m a test 4mited product. This would vidate the code•required 3 times factor d safey. "-' in the tables iMirates that the product has not been tested in the parOCUlar bad direction listed. 2. MTS peryendbular bad, is 125 Ibs. LPc I\ \ ~ r CCIS SPEC ,~ D51 ~~. ~l ~~ v ~~o 3g lPC4 S>te LPC6 SURFACE A J D52 .~ /ADD ~~ Qa Q ~, MERgyB scope: Contractor to furnish and install construction which will result in a finished structure to be used as an accessory to the main residence as a wood deck. Included in this work are all demolition and coordination required by existing conditions, installation of foundations, carpentry, painting, electrical, plumbing and all other work described in the Contract Documents and the installation of materials and certain equipment that are noted in the documents. general notes All construction is to be in accordance with the 2003 Building Code of New York State All Construction Is to be in accordance with the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwellings 1995 SBC High Wlnd Edition The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any discrepancies between drawings and field conditions to the Architect. Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be included as if they were indicated in the drawings. The Contractor shall coordinate all work procedures with requirements of local authorities and building management. The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction area. The Contractor shall design and install adequate shonng and bracing for all structural or removal tasks. The Contractor shall have sole responsibility for any damage or injuries caused by or during the execution of the work. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades (plumbing, electrical, etc.). Plumbing and electrical work shall be pertormed by persons licensed in their trades, who shall arrange for and obtain inspections and required sign-offs. The Contractor shall do all cutting, patching, repairing as required to pertorm all of the work indicated on the drawings, and all other work that may be required to complete the job. not for construction Youngs St. I ~-~-~-_ _._- r bituminous driveway ~ 250 Youn s St.: extg 1st ry wd 1 0 w * ~ ,, -~-_-_- new wd enclosed outdoor shower ~- ~- ~. ~, 16' 2r'-o~ 0 Main Rd. SR 25 203- orient point well '° ' 1':'~ : 1 3 ~c 3 4a.o~ ' ;; ~ APPROVED ASNOTEI " I DATE: ~ ~ 03 B.P. ar deck ~ ~ plot plan OCCUPANCY FEE: ISD. BY: NOTIFY BUILDING DEPARTM AT 765.1802 8 AM TO 4 PM FO~ THE FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED ~eMg s~ POURED CONCRETE I Z ROUGH -FRAMING 8 PLU~gING 3. NdSULATION 4. FMVAL -CONSTRUCTION MUST -----•---.-- _BE COMPLETE FOR C.O. ALL COIVSTFiUC'~N('~,f~7 ~ RECUIREMENTS OF THE CODES OF NEW YORK STATE. N07 RESPONSIBLE FOR (~R ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE ALL CONSTRUCTION SHALL OF OCCUPANCY MEET THE REC!iIREMENTS OFTHE CODES OF NSW Y TATE. ~V A/ ~~~, way merryweather: architect LLC structural engineer. ~~^~ ~~~^«+^-~~^~ ave: nBCmrcoreBn~eB 1n~: ~: 1 vark 112174824 1B Murav 3t. q~ FY. .. index A demolRion notes Contractor shall pertorm all operations of demolition and removal indicated on the drawings and as may be required by the work. All work shall be done carefully and neatly, in a systematic manner. All existing surtaces and equipment to remain shall fully protected from damage. The Contractor shall assume full responsibility for damage and shall make repairs required without additional cost to the Owner. No debris shall be allowed to accumulate on the site. Debris shall be removed by the Contractor as the job proceeds. The site shall be left broom clean at the completion of demolition. No structural elements shall be removed unless portions affected are adequately supported by either temporary shoring or new structural elements as required to protect the stability and integrity of the existing structure. The Contractor shall provide, erect and maintain all temporary barrier and guards, and all temporary shoring and bracing as required by Department of Building rules and regulations. The Contractor shall provide adequate weather protection for the building and its contents during the course of the work. All openings in any wall or roof shall be protected from all forms of weather or water penetration. existing wall/structure new gwb partition new 2-hr rated gwb partition unless noted ® new exhaust fan o~ yawing title 000 elevation marker height marker V ~~ new smoke detector partition type window number door number section marker abbreviations: ac air conditioning eq equal oc on center vif verify infield aff above finished floor ex exhaust od outside diameter vct vinyl composition the adj adjustable exist,extg existing o/ over w with alum aluminum ext exterior p-lam plastic laminate we water closet bm beam fin fin pl plate wd wood blkg blocking fly floor poly polyurethane clo closet fd floor drain pt pressure treated cl center line flash flashing pfd painted clg ceiling gwb gypsum wall boazd qt quazry file col column he handicapped ra return air comp compartment hm hollow metal rcp reflected ceiling plan conc concrete insul insulation recomm recommendation cmu concrete masonry unit int intedor ref refrigerator cunt continuous jst joist regd required ct ceramic file jt joint rm room dbl double lam laminated sa supply air df drinking fountain lav lavatory sched schedule dtl detail loc location sim similar dia diameter mach mechanical slt slate disp dispenser mtd mounted ss stainless steel dw dishwasher mtl metal ssd see structural drawings edf electric drinking fountain min minimum stl steel elect electrical max maximum struct structural electromag electromagnetic nic not in contract typ typical nts not to scale uc under counter 50 Youngs Rd Cli atic and Ge raphic Desi n Criteria ind ub'ect to dama from round snow load ind s eed ismic desi n cafe o eatherin frost line de th ermite ecay inter desi n tam 5 sf 120 m h B evere 4'0" none to sli ht li ht to moderate 11 not for construction 203- orient point 50 Youn s Rd Nailin Schedule oint of nails ails aci loor framin 'oist to sill, top plate or girder <toe nailed> 4-8d perjoist ridging to joist <toe nailed> 2-8d ach end locking to joist <tce nailed> 2-8d ach end locking to sill or top plate <toe nailed> 3-16d ach block edger strip to beam <face nailed> 3-16d ach joist 'oist on ledger to beam <toe nailed> 3-8d per joist and joist to joist <end nailed> 3-16d per joist and joist to sill or to late <tce nailed> 2-16d per foot loor sheathin tructural panels 1" or less 8d 6" edge/ 12" field reater than 1" 10d 6" edge/ 6" field iagonal board sheathing 1 "x6" or 1 "x8" 2-8d per support 1 "x10" or wider 3-Sd per support ote: nailing schedule from AFPA Wood Fra Construction Manual for One nd Two Famil Dwellin s 1995 SBC Hi h Win Edition ~ry way merryweather: architect LLC structural engineer: °~^a"a zoz--oaaroaso%^~ avenue ancrorconsumna mia: notes remove brick steps- shore and retain portico above i i~~~~~ ~ ~/ %/ j j / _ i ----- --- ~,~AED Aq~y~ O. ~ QOJ~ MERgy$ ~~GS` v~ ~~ 4L ~ m i ~ ~ ~. i i 1~ J r; extg hatch ~ '~ to remain yard, - -- - ------ r\ remove wd steps ~ ' ~ ~i ,/ line of extg eave '~~ ~~ ° ~~ •) +0 0 / o l ~)~ ~° ~_ ~~ ~`i ~~ demolition plan _ _ -- alas: -- -- revisbns: Ralad: -- 9kNm®: 203,, it]02.ncG Oflte: gregory way merryweathar: archhect LLC 3.17.03 • zl mom avenue ~ x9k. 1 /4"=1'-0" not for construction - 203- orient point ~~ „2,7-,92e D 101 demolition plan ],591&7029 ~eIe0apy,dtla ~ gegwey®ee~mink.nat legend notes -~ ~f~l' - wall/ structure to be removed Contractor to visit the site and carefully --~ ~ -+ ---^ examine the work of this section so as to become familiar with all existing conditions. '~ ' v surtace to be removed <elevation> Contractor to report any descrepencies to the ~__~ ~! ~_ architect prior to beginning this work. Contractor to verify all existing conditions and ----- - dimensions and report any descrepencies to the architect prior to beginning this work. -- - 2 +/- new wd slat outdoor shower and ~ enclosure ~ - ~-~ (2) 2x10 3 ~~- -r------- o I i__~ c ~ N showerconnects~ to extg hose bib 3 c L m 1 demo extg brick steps, A-103 ~ retain portico above 6'-2 1 /2" 8'-8" new wd decking new wd steps -- --~ 12" tread, 6" nse, Jrf ----- - , ! r --~ -- - i ~ ~ ~ _~~. ~ ~ ' ~ ~ i T '~ }{~ ___' i______' 1 ~-yard 10 39'-8" B'-8" 8'-8" 8'-8" 1'-10" +!- _~Q ~0~~ yti, up irx ° _-o k (2)2x10 ~ (2) 2x10 ~ `~ ~-~ ~ - ~ i i ~ i i i_____ ~ ~- ~x_ N eM N U U io N U ~/ - o, -new clear cedar deck R ~~ ,47' 00~`~ 5~~~ 0 (3) 9x12 (3) 2x1 -----~ ~ (3) 2x12 ~ N ~~.--~__-_._____.-._-J__rF--.r.___-_.,. ___.-. `_4-_-r. _. ___.-___-__. 1. ~ i i i , ~ i r- ~_ _ ___ -- ~0'-4e ~ooting below, typ a zs ~'` ~? - N v i0 Y 2x10 continuous legder board 1 floor plan _L ~,_0„ extg house, no woi ---~- - 0 t~ac~,~, MEg9r~~J~~~ q Y~ eXtg i nae:: - ~: ro>~: gregory way menyweather; architect LLC structural engineer: 1gBn~"e~ ~affiaoa "-sm, ma,a.n~a °°'e: 04.24.03; 2 "~° 1 4 _i -0 ~e not for construction 203- orient point new „zn-,exa ~oze,ekwp„mte i;e e~s 1BMUreY9t.~N r. ~ °~~ ~~.~~ floor plan 2,z ` A-101 . . 9e9w~„®eMMrYCre, . 212187.67BS,eleoopy extg poi (~ section na«: rewawis: ate: gregory way merryweather: architect LLC structural engineer: "~^~^e~ zoz-oa2aos"-5o:'~'~."":° ~,e: 04.24.03 " ' ^ 271 " `~" ~ ~"~ =~ -° ~ ii4 not for construction 203- orient point , rte ~,~ ~, „2,7.,824 7029,BIeca /,tla18 1;8:975 ~ ~ ,aM-a ~ ~ t. 287.8385bbplroee 2,2 section a-a A-201 p . gfegwey®ee"NbYC.net . 212.287.8785,ek'COpy extc wd di Pram 1 section no work extY ptd wd ptd wd slal ei Y~ no work /~PE~ ~c~ /O~~ `tt• MEgR`y~J~ r * ~ a .~ ~_ , aM«: ~: v~la~+: gregory way merryweather architect LLC structural engineer. ~~~^~~ zoz-oazao3 n~so: ~°°"~."~° m~: 04.24.03 z7 ~ ~ ~~~ not for construction 203- orient point o ~„~~.,~< 7,8. 7U28:ekW , Gale 7,9 875 N ~N~~~ 287 8385 Yebpliare 2,2 sections details i - A 2~2 . . PY gregWey®eaMYnknal . . 212.287.8785 blecap/ 2 section not for construction - 203- orient point 2'-s" bevel edge as _ read continuous 4x wd _ post to extg portico 2x2 ptd wd slat shower enclosure 2x2 ptd wd slat door w/ hook and eye lock blocking as for door '-' ~ ~- wd joists 16" c% ~Id 4GamJ ~~~ section at outdoor shower ory way merryweather architect LLC structural engineer. Bven~ Anclgr CanwllYg 1~M provide drainage for area below deck details w~ 0 io a ~ .. O• O ii' N O W O fD 7 O 7 .. ~~ 'a~J ~ NN~mtf 1 ~~~ ~ ~ C ~~~~~ w $~ fD ~JR O N ~. '~ N~ 1 ~~ 1 Q f v m 0 ~, a a -- N ~_ 0 N .. O S L11 1 A 8 C 0 0 a a ~ m~_ _.. J SC cO WWW1 G a w w 3 a ~ ~ m m O m m nn N ;Xrn( ,X` V Y X 3 __ ~ _ _ _ _ _ _ C 3 g c~ 0 ~ f 'D ~ N v3 9 a ~~ E ~~ a n 7i N W 3 ~ ~ ~' ~ N ~ N G a 1 3 ~.-._ Gp Q~q ~jd~A ~ ~m v m .. ~~ ~ry a b3Hid~' ~ P ,~ y~~y V! 3 U X ? fU au oun s roan arawin inaex itle -001 index -002 notes D-101 demolition Ian -101 floor Ian _ -201 sections -202 sections -301 details -302 details scope: Contractor to furnish and install construction which will result in a finished structure to be used as an accessory to the main residence as a wood deck. Included in this work are all demolition and coordination required by existing conditions, installation of foundations, carpentry, painting, electrical, plumbing and all other work described in the Contract Documents and the installation of materials and certain equipment that are noted in the documents. general notes All construction is to be in accordance with the 2003 Building Code of New York State All Construction is to be in accordance with the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwellings 1995 SBC High Wind Edition The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any discrepancies between drawings and field conditions to the Architect. Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be included as if they were indicated in the drawings. The Contractor shall coordinate all work procedures with requirements of local authorities and building management. The Contractor shall 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 shall have sole responsibility for any damage or injuries caused by or during the execution of the work. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades (plumbing, electrical, etc.). Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain inspections and required sign-offs. as all of the work indicated on the drawings, and all other work that may be Youngs St. ,~~,FtED ,4 ~~ _.-__.__ d ~, t ~~5 Va MERq ~A - a~ oQ~ y~+r ~C'e ((~~ / v y+ l~~ ~~ u. S ' ~. 6 M ~.~ .~ a _ _ / `~ • - '_ i ~~~'~.~ c~qT d278 s.~ OQ ~.~. ' ~.~. / _ FOFN / _~~•~. ~.~ '~.~. ~.~_~. __ / ~ •~. ~-~. ~. ~.~.__ % ~ ~. bituminous driveway i 4q, new wd enclosed / ~ 250 Youn s St.: outdoor shower % extg 1st ry wd f m in % ~ single-fa ily hour % / and ga ge 16 ~„ r~ f l ~~~~~~~~~~~ 1~~~~(,~~;//I new deck 40'_0„ ~' ~~~ ~ ~~~~ ~ ~~~~~ ~~~ l~ ,~ l ,11 /If~~~~'~~u~ ~i gazebo 0 o° N Main Rd. SR 25 plot plan I 1 "= 20'-0" 21'.Da-~_4 o N extg shed ~ notes: (revisions. amie"~ gregory way merryweather: architect LLC ifilename- za3-iino2.mw 9 ihiN avenue title: 203- orient point bmoklyn, new York 1121]-1824 ]18 8]5 9053 teleohme index demolition notes Contractor shall pertorm all operations of demolition and removal indicated on the drawings and as may be required by the work. All work shall be done carefully and neatly, in a systematic manner. All existing surfaces and equipment to remain shall fully protected from damage. The Contractor shall assume full responsibility for damage and shall make repairs required without additional cost to the Owner. No debris shall be allowed to accumulate on the site. Debris shall be removed by the Contractor as the job proceeds. The site shall be left broom clean at the completion of demolition. No structural elements shall be removed unless portions affected are adequately supported by either temporary shoring or new structural elements as required to protect the stability and integrity of the existing structure. The Contractor shall provide, erect and maintain all temporary barrier and guards, and all temporary shoring and bracing as required by Department of Building rules and regulations. symbols: existing wall/ structure new gwb partition new 2-hr rated gwb partition unless noted ® new exhaust fan a~~ elevation marker height marker ~i> i new smoke detector partition type window number door number section marker 5U Youn s ttd Namn Schedule oint of nails nails acin oor framin oist to sill, to late or irder <toe nailed> 4-8d er'oist brid in to 'oist <toe nailed> 2-8d each end blockin to 'oist <toe nailed> 2-Sd each end blockin to sill or to late <toe nailed> 3-16d each block led er stri to beam <face nailed> 3-16d each 'oist oist on led er to beam <toe nailed> 3-8d er oist band 'oist to oist <end nailed> 3-16d er'oist band oist to sill or to late <toe nailed> 2-16d er foot loor sheathin tructural anels 1" or less 8d 6" ed e/ 12" field rester than 1" 10d 6" ed e/ 6" field is onal board sheathin 1"x6" or 1"x8" 2-8d er su ort 1"x10" or wider 3-8d er su ort ote: Wallin schedule from AFPA Wood Frame C struction Man al for One nd Two Famil Dwellin s 1995 SBC Hi h Wind E ition openings in any wall or roof shall be protected from all forms of 1gg®~~b~ter penetration. ac air conditioning eq equal oc on center vif verify in field aff above finished floor ex exhaust od outside diameter vct vinyl composition file adj adjustable exist,extg existing o/ over w with alum aluminum ext exterior p-lam plastic laminate we water closet bm beam fin fin pl plate wd wood blkg blocking flr floor poly polyurethane clo closet fd floor drain pt pressure treated cl center line flash flashing pfd painted clg ceiling gwb gypsum wall board qt quarry file col column he handicapped ra return air comp compartment hm hollow metal rcp reflected ceiling plan conc concrete insul insulation recomm recommendation cmu concrete masonry unit int interior ref refrigerator cont continuous jst joist regd required ct ceramic file jt joint rm room dbl double lam laminated sa supply air df drinking fountain lav lavatory sched schedule dtl detail lot location sim similar die diameter meth mechanical slt slate disp dispenser mtd mounted ss stainless steel dw dishwasher mtl metal ssd see structural drawings edf electric drinking fountain min minimum stl steel elect electrical max maximum struct structural electromag electromagnetic nit not in contract typ typical 50 Youn s Rd Cli atic and Geo a hit Desi n Criteria ind ub'ect to dams a om round snow load ind s eed seismic desi n cafe o eatherin frost line de th termite dece inter desi n tem ice shield underla ment red flood hazards 5 sf 120 m h B severe '0" none to sli ht sli ht to moderate 11 notes: ,,~~aE~ A~~s Q/~d~Q~ ,8 ~ gf~~J~~ N, c~ _ s . ~"yT\71 ~F OF gregory way merryweather: architect LLC 27 third avenue flename. 203-111702.mW tits eats: 203-orient Olflt hrookyn, new yoM 11217-1824 P 718.875.9053telephar,e notes ~, a ass ~ma eue,....,,i mm~ /PED AgC,y~ /Q~.a~ M~Rgy~~~\ v 9x ~ ~ H. ]~~~ extg por sect'on notes reviamna: p~oien gregory way merryweather: architect LLC StrUCtU rai engineer: filename. 202-042403 ASOz ~oomsmcd Gate: 27 ihiN avenue AncMr Consulting Nie: scale. ~~4"v ~'_Q" 203- orient point Dropktyn, new yank 11217-1824 19 MUrtay Bt 4th Flr p 718.875.9053 telephone New VOrk, NV 100W section a-a ~ Zn~ 718.875.7028 telecopy/ data 212.26] 9385 telephone ~ extc wd dE fram no work extc ptd wd ptd wd slat ei Y< lon no work notes. revisions. prom- gregory way merryweather: architect LLC structural engineer. h'e^ame. 202-042403 A-5o: rooms.mw aata: 2] ihiM avenue Anchor Consukin9 title'. scale'. - 203- orient point biookgn, new york 1121]-1824 19 Murtay Si 4th Flr p. __ ]18.8]5.9053 telephone NewVOrk,NV1000] sections details ]18.8]57028 talempy/tlata 212.2629385 telephone r 2~~~~ bevel edge as- regd continuous 4x wd - post to extg portico 2x2 ptd wd slat shower enclosure 2x2 ptd wd slat door w/ hook ai eye lock blocking as regd for door wd joists 16" Gc wd beams 0 io I n I section at outdoor shower provide drainage for area below deck nmea: reviei°n°. pmiea. gregory way merryweather: architect LLC StrUCtU ral engineer: filename: 202-042403 A-50x roomamW Gate. 27 Nib avenue Anchor Consullinp title: scale: -_ " 203- orient point Orooktyn, new york 11217-1624 19 Murtay SL blh Flr N 718.675.9053 telephone New Vork, NV 10007 details ~~!;n1 718.875]026 talecopy/ tlete 212.267.9365 telephone see c c eye Iles clear cedar decking 2x10 wd framing (3) 2x12 1/2" p.twd spacer Simpson MTS12 strap at each corner e <@4x4> 6x6 e <@6x6> pecs -~ ~ beam/ 6x6 column connection Ja 1"=1'-011 I (2, 1l2" p.t wd spacer Simpson 4x~ ~1 beam/ 4x4 column connection .7b 1"=1'-011 I I ., ~ section at deck edge ^mee revlalone p~oiea gregory way merfyweather: architect LLC structural engineer: rlehame zoz-0azao3 aso. rooms mcd tlate 203- orient olnt Cmok'tl avenue anchor COnsuning line: scale = P yn, new york t 1217-1824 19 MurtaY SL 4th Flr p 718875.9053 telephone New Yak, NV 10007 details 718 875.70281elecopy/ tlata 212 267.9385 teephone ~ uirl frnminn ~~ section at footing L 111=1'-011 legend notes ' ~ ' walll structure to be removed Contractor ------ examine th ------~ ' ~ become fa to visit the site and carefully e work of this section so as to miliar with all existing conditions. epencies to the work. conditions and screpencies to I this work. icy~~ ~y~ccx ~~~ ~~ demolition Dian nW°': r°vieione pmect gregory way merryweather: architect LLC structural engineer: filename. 202-042403 A-50x rooms.mcd tlate. 203- orient Dint Emokni avenue Anchor Consulting ti9e • n style: _ _ p yn, new York 11217-1624 19 MUmay 6t 4th FlC „JQmOIIIIOr~ Ph~ n~1 Al 718.6]5.9053 telephone New Vark, NV 100W LIG 716.875.7028 telempy/ tlata 212 26].9365 telephone FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ~ i~ PERMIT NO. 29412 Z =~.~ j ~ Date MAY 22, 2003 Permission is hereby granted to: NICOLE BETANCOURT 17 THOMPSON ST APT 7 NEW YORK,NY 10013 for CONSTRUCTION OF A DECK ADDITION & OUTDOOR SHOWER AS APPLIED FOR at premises located at 250 YOUNGS RD ORIENT County Tax Map No. 473889 Section 018 Block 0002 Lot No. 020.001 pursuant to application dated MAY 19, 2003 and approved by the Building Inspector to expire on NOVEMBER 22, 2004. Fee $ 150.00 ~v~•-~~C.." - Authorized Signature ORIGINAL Rev. 5/8/02