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HomeMy WebLinkAbout39547-Z 517 FREDERICK ROBERT WEBER ARCHITECT 11AIN ww, V7�W RoA S 78 43' 07 " E Diery siAcc D W I = SIP F w✓ 6-w••• FlnwAr L'4344 11 rvw wc iJ J ZONE X* y FUN, L''rY1 r O O 1r 45 , n } ww k IV TZ Lu 40....E O `Nn I^'hrM O R _ _ _ �ru+n wna_ LIL .RKw{v 1 - _ GG35S• 2yW VeT ^1. . _ _ __ _ - _ _ 3 014* ' sr ews -- - - - _ _ Mr�N� w� LIr V� rR; LL ZONE XA 41^ FENCE FIST (PLACED AWN 5` Q RO 6AIINTO rCINTIURIRREC IC ' )4 SO EXTRA 31 6'4' STAKES STRENGTH FA\RIC PER SGROUNDALE, ANOLEINTO y YAM RRF �' PROPERTY OWNER TRENCH° IFiD STAKE TOW.ARO r JSP PARTNERSHIP OUTWARD TOWARD DRIV $TAKESOUSILT SALE. LOT 41 BHN ( SUSAN FALLINI IPE WITH SALE FWSH DRAWING TITLE: Sf O SITUATE DAYVIEW ISIUTHILDI FLOUNT•LNSSUFOLK CNEW YORK 5LIFE SITE PLAN v SURVET INFORMATION JOSEPH A INGEGNO. LAND SURVEYOR • RIVERHEAD, NY `T EMBEDMENT SURVEYED JULY 6115 FINAL SURVET JUNE 30, 2011 CSNVGIVAYRI EASEMENT LIT xun\ERs sINWx ARE FROM MAF ExrmLED HAY BALE/SILT SITE DRAINAGE: MAP OF ANGEL SHIRES FENCE DIKE DETAILS FILED N THE SUFFOLK COUNTY CLERKS IFMCE INSPECT STRAW BALE DIKES 1 FABRIC AREA VILIJIE IReyieY MANA(E 4RUCYURES VMYE IM1rvWI MF ON AUGUST 33 (TSS AS MAP N. 343 PERIODICALLY 1 AFTER EACH RAIN EVENT JOB. ZEE. X+ SCTMR (ODI-16-6-134( REPLACE BROKEN OR DEFECTIVE DY 1 GARAGE 10 N lR SF X If! IAN • IN Cf I Mj'iX A"IC DNRNI III W I 161 CF MALES IR FABRIC PROMPTLY NEW GARAGE ZONE AE(EL B ZONING AC (AGRICULTURE/CINSERVATIxI REMOVE BUILT UP SEDIMENT JOHN l SUSAN FALLON f (MINIMUM LIT AREA 11.111 SF 1 DEPOSITS IMMEDIATELY TO BE PERVIOUS INVEWY 500 R 3 LIT AREA WHAT 5F (TOTAL) MAINTAIN CAPACITY FOR i THE NEXT RAIN EVENT 14" THE ESPLANADE NON-CONFIRMING LOT ([1.110- 11,119 SP) REACHED GARAGE TO HAVE WTTERS ( LEADERS (AVENUE OP TREES) ONCE THE CONTRIBUTING CONNECTED TO UNDERGROUND DRAINAGE STR(ILNIIE SOUTHOLD, DOWN YORK UT COVERAGE (MAX , ]I{ ALLL MATERIALSTAS 1AMR GRADEEI 51 RM1]]5 Cf/fi IF NDLXL /V YARDS (PRINCPAL) STABILIZE THE AREA TOWN DP SO "LD FRONT ssSCTND 1BBrDrci.4L y„J SIDE ((NEI ]I' SIDE (BOTH) 45' REAR l5' ARCHITECT: ACCESSORY 57NMRS (LR 81E (1116- lLtfl VF) LOCATE x REAR YARD IR IN IATERRIxT LOT N F ORT YARD FREDERICK R. WINNER SETMACKS SIDE AND REAR ]v. FRONT SS' GRE£NLAWK, NY IR1lio HEIGHT IMAX - Avow. EllUn1 GrW to RdO) 23' SIZE [MAX 1 is all SF r 13 • Cull SO 3 DORMERS (MAX ) 40% OF ROOF LOT COVERAGE WATE!MIILLL PATH EXISTING HOUSE AND PORCHES 4141 SF TJ4-Pvi•v5 4D EXISTING UPPER TERRACE IR TEL L31 5F FUI 631luc[Oy1Ax.cm N G` F 1,4 JAY R0 EXISTING EPA MING POOL 4z. 4ry eyy ,h t PROPOSED GARAGE • 161 SF SEAS: Ot.. �"^ww 2 �E Aef., yI tV TOTAL ROOFER/ TSN So (13%) _ �\ wR,.k 'YF DA'E ••-L ( NOTE STRUCTURES LL tQoI y No _ �.1. D /'1 DETACHED GARAGE LOCATED PER ,C` I� TOWN OF 5OUTHOLD. ZONING BOARD OF AREALS, JTy' Mho w,N i1 Z\A APPLICATION DNO4 NOVEMBER ] , 3014 FNN ZONE AE (EL II a AND x < Ory i.. ALL CONSTRUCTION IN ZONE XR OR ZONE % IOC, SITE PLAN W/ NORTH / DETACHED GARAGE A y .-0' M 4 2015 AN N. 1K REV., OCT 3. ]OH DATE: SEPT Y. 3114 SCALE 4 P - 30' JOD NO: lO141T DRAWING NO. QI H A4 FRAMING NOTES: FREDERICK ROBERT I ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No 2 OR BETTER WEBER 2, ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5A' MIN THICKNESS OR AS NOTED 3 ALL HEADERS L'-O' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 1'-O' AND OVER WITH TRIPLE UPRIGHTS 142 RI ALL HEADERS SHALL BE A MINIMUM OF 2-21 IN 4' WALL 1 3-2,• IN V WALL OR AS SHOWN ON DRAWINGS Wool Stn1 Rafter 11e 4 DOUBLE FRAMING AROUND OPENINGS Gli Ata St«ra, etc ) OR AS NOTED ON DRAWINGS ARCHITECT Skills Roof Cowper Hnlht Over RJ11< 'I TE �-------------------------- _ ' Stan us Real 5 ALL FLUSH WOOD CONNECTIONS SHALL DE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL Butt. TryerS an) L NAILINL SCHEDULE SHALL \E AS PER THE NYS BWLDING CODE AS A MINIMUM ALL 1K 5ND5 SHALL RELIEVE 5-qD NAILS AT SILL 5/4 3 Lathe. AND [LATE ALL EXTERIOR NAILS SHALL \E WLVANIZED 3HO RR, 21" ac ExraY 1 P«nt White l PLYWOOD SHEATHING TO DE NAILED WITH !D a 4' O C EXTERIOR EDGES AND LD a IT 0 C INTERMEDIATE I ALL ROOF RAFTE95 SHALL BE ATTACHED TO THE PLATE AMC STUD WITH GALVANIZED HURRICANE TOPE CONNECTORS NY -SMPSON" 4H King Mt 3J0 RR, 24" m OR APPROVED EIUAL STO GE All Pl1aners all S%r GNr Hucol to rricane LOFT STORAGE K�y,�na \ ffirE.tW� :a^XM A Wall R lip) 3J0 F L. 21" ac I/2" TIG Deck 3J1 F.J . 21' m 2,O SA-Baia W far Waal II/2" TIG Deck Ix! Foxw Bl Tf 56410 Ra✓ All RA tera to le I _ - 3x11 RR W/Stra�jjy1 HWall dm� Cooper Gutter �J 4� 2, a° Stra1. Wall Sheathing o CJ Tom t L.10 Iv 3Lo H4m to Extea to Try 1,11 nG s.rin ELECTRICAL SYMBOLS Healer III L H Will t ITsrl _-i _ - --- - IJ Vert BI 14 Vert SAiI�I,Js 5YMDOL DESCRIPTION _ GC Try t IBBe n$for t 31t Felt TN' Barn Bvn BJ Loo[) O DUPLEX RECEPTACLE Q Ioo WIMoo 5/I' PINuoo1 Ovh1 1xL Pasts ,' m _ O _ SM1enM1In! Owe DUP PEC -WATERPROOF CPU 5 10 'WGF J SIIIaSet/ pNCJen r G4'M'`IJEIO WWF Re 4Ka Foots. 4a Dwr = Axe Harz ileo J Oen DUP REC -GROUND FAULT R a° SPECIAL OUTLET 111 Barn Dan 5' P Cmc. Slal u✓ Tre e1 sills L1x4 p n f Ternts SAmN Aven11e Emunff ^f Sill SeN: G SURFACE MTD -CLG - - - 5/IY x1G" arab EI H2'-O' Try as SNI. EI H4'-0' Tcrrte Shell 5/11"a x14" OP SURFACE MTD -CLG IPmcenta ■ . 32'm - B , 3 DmV V P Care O V RECESSED-CLG �Y �JL Fmnl Wall __________ __ _ -_____________-_ _ _ _ _ _ t' P Cmc y 10 WALL MOUNTED O 12) 115 Nrs ----Fni11.Nall Dry 1 Bm ) 21 -0 t'-O (2) 115 Bars CL CUP FLOOD 20"WP Cmt Tall Bm ) p P Cmc Fy 20•x10' SMOKE DETECTOR P Cmc "Ll CAIR50K MONOXIDE DETECTOR I S SWITCH SECTION C p SETION AA $ a SWITCH 3—WA , Y ©-01 KEY PAD LL B B 3'-,' 3'-P a ," 3'-a" 3'-4' L FOUNDATION NOTES: BRAWNG TITLE: I- CONCRETE TO BE 3000 P51 AFTER 28OATSFLOOR PLANS ' 2- ALL FOOTINGS TO BE A MINIMUM OF 3' BELOW SECTIONS B FINISHED GRADE. 3- PROVIDE FOUNDATION WALL REINFORCING A5 Try al Slal. EI M-2" s - SHOWN ON PLANS II � _ - 4- GARAGE SLAB TO HAVE G".i" 10/10 WWF BOND Shed Ralf o - PROVIDE ADDITIONAL REINFORCING IN APRONS. o 1 i x4 GARS 3241K BOTH Li 5 r Job: (� STORAGE ' JOHN GARAGE FALCON Us Lao cxlo scam _ _ __ ar ____ ___ -------- To H N]B THE EGPLANABE Lx4 Poot re 1 (AVENUE OF TREES) to Corners) Past SDUTHBLB. NEW YORK R«r : - __ _ _ _ _ _ _ - -- - -� _ _ - -- - - -- -- - _ - WINDOW SCHEDULE TOWN OFSOWTHOLD 1 3xlt LaR JxstnMODEL ROUGH OPENING xTM11 IOtt-IlK-IBY 3x10 Be. 24" ¢ / SAO RR 2,' __ _ _ _ _- - -- -- - ) - _ _ __ _ __ _ _ _ _ __ Of _ 1'L Paat ARCHITECT: 44 A AAN30A 3'-0' x 2'-O' - - - - -- -- - - - ♦ _ _ _ _ _ _ __ __ _ _ _ _ _ _ __ - - - - -__ - n3._4. 4 L" 23 to. L. { hCW3034 3'-O" 41FREDERICK L WEBER _ __ _ _ 4110 RR Inl Pont 1 loaf EAST MAPLE ROAD __ _ _ __ 19 - - - - _XIO Fort J«�u - - - - REENLAWN, NY IITN _ _ _ _ __ _ __ n _ _ _ __ _ __ _____________ __ _ __ _ _ _ __ _ _ ,^r - I _ _ _ ____ _ _ _ - - -' __ _ _ 1 63 NBYAC PATH -- - - Lift WATER MILL, NY INTI, is � _ _ - - - - --- - r (n' GARAGE -- -'i j'i'g - - -- --- - - - - -- i (a) MODEL NUMBERS REFER TO "ANDERSEN". A SERIES TEL i31 -R4-iiii 5' P Cmc 5186 a/ in r 3 0 o Olen d \elan b -- - _ _ L d] 10/0 WWE Aus wu O en U ! fnelermMrcrcUyaAoocm LOG On -- - -RP -ibTmtrJ Jwnts A:ae - Oil in 12' x 12' Gron I 'o SEAL: „ ¢ 5T0 AG LOFT ILL O _ _ _ _ __ _ __ bl0 RR Kxg Pat ID 3x- -- J«Lta i i;��. „ F if Yi ----------- - — __ — m F= a-- __ __ m - - - - 4 rn ul Last - Ow Operate s IL i Light RR) I 3x10 RR, 24" L 3il0 RR, 24' _ - -- - - _ 3x11 Laft Jx X - - - -- - - - _a ' m A A A -r- - - - rig_ _ _ ___ __ _ _ 4a A \ Out I T- -- an1 _ Try J 5186. EI H1-0_ I I - -- - -- - - -- 41 . Tz!' 0heoJ Dsr 1'x11' Overheat Dear REV.: FEB {, ]BI, M 1 I 0x11 BeanL l0De_am + I - -De ---- P Caere. Rnn -- ------- -- -- BATE: JAN N. ]N O 'Barn rn Dooaar" Track To Him anc. SCALE r IH' - P-Ba ( Lal 3'-O" Uk_L' L # i' 1-C 4 T-Y 1" f 4" 1`0. 1' 1'-CL Oil' JN Not ullMBl 1'-O' 1'-4" T-O' 2.-1" 1' N'-O' {PAWING N1. STORAGE LOFT �N FIRST FLOOR PLAN �T � � FREDERICK ROBERT WEBER ARCHITECT wool 5Mngle Root W I - W 12 - _ - a' cn W Jill ()L �r�Ml �r�r�r III III 1111 I Ie , M ' I , I II ' I I III I I I I I I I I I I I I I I I� 'I, it --------------------------- , I 1 I II , I , II NORTH ELEVATION WEST ELEVATION MlAWING TITLE: ELEVATIONS JIW: NEW GARAGE JOHN 1 SUSAN FALLON 14" THE ESPLANADE (AVENUE OF TREES) SOUTHOLD. NEW YOW TOWN Of SOUTHOLD - xTm Nl//-rs-wx r wol Rx( 12 Sol ARCHITECT: FREDERICK R. WEBER R" e i Faa 9 EAST NARLE ROAD GREENLAWN. NY II140 92 NOYAC PATH p Wr1s Ityst�i WATER MILL. NY Illi E 4 � C i4iiii � c _ TEL LSI l -- cnrvect•y.n..c.m wtv ' in r k SEAL:IIII oder rt, mrd - uwl • n 11 Inrn w 51w E1 _-----________________ _ ---- REV_ FED A. 2" ii RATE: AN W. ]MG - ( . +.. - ( SCALE L _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _` __ J JIB NO: Woo l SOUTH ELEVATION EAST ELEVATION DRAWING NO. Q �3 IF A4 FREDERICK JNl DwIRYnwBlw NN1 BIaaYB ROBERT WEBER RDDF FRAMIND RNINYTy RYY(Ta Rr~ 2-N Parrll+r 1.rNJ.wrTy PYY(TwDIIaQ 3-41 WMAK ARCHITECT DaDry JIYIy Rare- NaYrffa+a+laF+o i-,N wkly Nr{.NYL+M R.x RNY:r lFwnaY+9 4-,N wNW OaW TYrIYMffwalYd) 2-61 WN sm"knwr(r«.YNq 2-4d wM1 and RinDwiYlYMff+N1DYQ 2-1M 401h Rod SIMPSON LSTA - 21 GAGE RIDGE STRAP - ALL ROOF RAFTERS WALLFRAMIND 2 x 4 TIE D EACH RAFTER Ty RYIDYTy RYY(FY1nYN) MAN ' YnMt Ty RVV=d :MrYYrTanM Q 4-1N NaURFIN :ia ICE SHIELD UNDERLAYMENT MRYOW ffwnaaalp 2-160 N'ae. �REOUIRED - 24- FROM EDGE Haalrrl QSamP~ 1N trar alrNNw HURRICANE CLIP TyrBNMn RYYYlW(NYnallar 2-1N w2wisl :a III S \\ / TYPICAL 2-111 PrnONN LLl 2-1N Fr]R.N �HURRCA EALTERNATEC IP USED IF R+MnRYMYFYwiMLYMfNM,En/+Yn{I+M::lffwnYFQ 2-1N NL YM __________ / 511PSON H3 yy FLOOR FRAMR! L 3 . 10 CEILING JOIST J+YYl,Ty RNYRNM(TaO+DYW 4-N WON R2-01 o1whold Dry YJNNRwrIM) 2-Y NOW and Q SIMP5IN HURRIGNE / {YNryYI nTy PIN+(TwrIY) i-1Y W:tlW: CLIP NAILED FROM HEADER RAFTER TO STUD - FST3t METAL STRAP LaNNr OaMpol ffw1WY) 3 tN wwm _ TYPICAL ALL RAFTERS PROVIDE RG COMMON JACK POST y Jay.NN1i�W1aYn 3.l,Y wl+l+1 5 - aG NAILS EACH END NAILS + 4' ED AT E 4 - N NAILS 033' Br UNIrTyR (T**4~ 2-1N wpm W SHEATEXTERLOR EDGE IF ALL EACH END - TIP W PL TOP SHEATHING PLATE SHEATHING TO LAP TOP RNF{FRATHIPN WALL PLATES ly EXTEND ARA TTO TOP ED PLi WOf OP OOD — DauaaaalPrlaY N alYrf wC.NYMM 51MP51N E - 12 PLACE :' I/2" WIDE - @ GAGE PrW, 12'ae YiaM: O METAL STRAP +32" OC NaBrW Dwill.xr ON MAXIMUM 0:000x0 2-Y I � - 1•xtrrxyr 3-N MrDlrl ' Mr:yrt 4 - N NAILS COWND WIN NO ,, .COSTS / TOP OF FOUNDATION ORrn WNDar1 N Tay;/1r NY WRAP � NAIL STRAP Q 1 4 - ' NAILS I WALL rNFATWNG ' 1 AROUND SILL PLATE 11 AT ANCHOR 50 LT 51MPSON M5T31 " DBu+YaY RrwY N lw tYYBD) I/3' WIDE - 12 GAGE FMYr1i PnDY METAL STRAP a3Y OC S T A I N LE S S STEELI ILIUM N YaYBa/ro NAIL SHEATHING TO SILL PLATE S/iC N Ya1Fa/r N N NAILS + 4' OO, 15HEATHING TO LAP SILL PLATE).. - a5 REBAR - _ �1 M r• /wtlfa� DRAWING TITLE: 1.L SILL PLATE I - - RrYNiari Ranh N (a••YMax!) CODE DETAILS ACO TREATED V • � • I: ' . ` .� . ` . r ., . - . , . ... YM::aI YW wamong ' I xfn,•xr 2-M W. A { a33' OC. 1•x1rrWlar 3 N PrrMM SEE FOUNDATION DWG a/ Zx4'JF4" WASHER - rat1:RM1 FOR DE51GN/REINFORCING (HOT DIPPED GALV OR FLOOR IMATHYN STAINLE55 STEEL' 150LATE WASHER FROM BORROW RrrY SECTION PL W/ FELT STRIP ELEVATION :.:w n, redpo rlw nyr:Y Dari DNrniry JON: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ,-:rw� 3=� ==R JOHN GARAGE SUSAN FALLON 'NIiO:arMNbanYW n'wl NrNnlD laNlra:wrrNbwYNBa YrYYrrNIB YnaYi 1430 THE ESPLANADE Yrn�:YUnaPwayaY YYn NDII+rW eapa . no" "ON W:OaalnrNraaY1 (AVENUE IF TREES) Minta,r WYDY an1::aNxa,rM NMIyrPWa,YDI M urG Y mN:Y11M MN PaW. WI THIN-% NEW YORK +W Ir11aY Ma+Yn1F Y axYluw mr xn:aNi nwllara.IM YYUINi mnnn al:W Y MN M Mr:nlYa.y Y:OnwiY 1 -1Y nalWYN. TORN IF 3DUTHNLN xTra IED►YD-o-rnG SHED ROOF / ARCHITECT: / FREDERICK R. WENER -- - 41 EAST MAPLE ROAN GREENLAWK NY 11140 1 DESIGN CRITERIA 52 PATH I h / U „ WATERER MILL. NY 14TG GROUND SNOW LIAR - 1510 WEATHERING - SEVERE TEL &31154-NO -1 L - I - ' I FIRST LEVEL - 40 PST LL FROST LINE DEPTH - 34" luakr+rcAitecV4+M1w cn O ( 10 • - 10•( D j 30 • J TERMITE - MODERATE TO HEAVY -I 1 / V o SEDROIIISAS - 30 P5F LL DECAY - SLIGHT SEAL: __ J WIND SPEED - 130 nPN SEISMIC DESIGN CATEGJRY - D ICE SHIELD UNOERAYENi RElWRED - IES aCABLE ROOFS + HU ROOFS AT ALL IG COMMON NAILS • 4' •c ~R AT ALL HIGH PRESSURE ZONES ' y 1 i 10 • lo•t o j 30 • A PROVIDE N COMMON NAILS + L' 1C DESIGN CRITERIA •� '{- / PROVIDE N COMMON NAILS +\*C AT ALL OTHER PORTIONS OF ROOF AT HIGH PRE55URE ZONE - L' OC TYPICAL DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME AT ALL OTHER PORTIONS OF ROOF CONSTRUCTION MANUAL FOR I x 2 FAIRLY HOUSE - ENGINEERED DESIGN ETHOD -I T) FICAL NOTE HIGH PRESSURE ZONES ARE ALL AREAS I RI J � � 1'-O" FROM ANY RIDGE, HIP OR GABLE END I I I WINDOWS - GLAZED OPENING REV.: PEN G, 2" I I I 1= I 1 1 I - 1 1 10•( • ( 45 • NATE: JAN W, 205 EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WINDRORNE SCALE : V4• Y-1' - ( DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E M14 AND IF ASTM E IDL REFERENCED THERG'N IN LIEU OF IMPACT + {+ +hl + PROVIDE N NAILS • 4" DO AT PERIMETER INTERIOR RESISTANT GLAZING. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JON NO: 021NI1 PORTIONS OF PANELS IN HIGH PRESSURE ZONES w B"IF TAND A MAXIMUM SPAN OF D' SHALL BE PERMITTED AS OPENING PROTECTION ATTACHMENTS SHALL BE 2 I/Z aF WOO SCREWS, IC OC DRAWING N0. GA ROOFS r FOR SPANS MP TO L' AND 13' 10 FOR SPANS BETWEEN C AND F' 10•t O j 45 • NOTE a = 4 FT. IN ALL CASES I I GARAGE DIOR5 TO 1E RACED FOR 130 MPH WIND LOAD COMPONENT AND CLADDING PRESSURE ZONES ROOF PLAN lir - I. C/ \� 0P A4