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HomeMy WebLinkAbout37396-ZLOT COVERAGE: \ EXISTING SQUARE FOOTAGE: 2, q&3, SF CEDAt~ ~ · ~' PROPOSED SQUARE FOOTAGE UIITH SHED/ 3tiff8 SF ~ k PERGOLA. MINUS DECKING: X~ ~ LOT COVERAGE (TOTAL 51TE AREA): 1~.5~ '~ ~ ~8 5F/ 20,~fl 5FI ~ LOT COVERAGE ("BUlLDABLE LAND"): 22.~ 0_~ r m ~ ROOF DRAINAGE: SHED ROOF DRAINAGE: IO~ 5F x .ll&l = 18 CF KITCHEN ADDITION 4'~ SF x .1(,'~ = 8 CF TOTAL= 2/* CF PROVIDE &'¢ x 4' DEEP DRy[[IELL -- 8'~ CF PROPERTY OWNER: ANTHONY t DANIELE CA~CIOPPO 51TUATE= BAYVlE[U (5OUTHOLD) TO~JN OF 50UTHOLD SUFFOLK COUNTY., NEItl Y.ORK SURVEY' INFORHATION: JOHN EHLER$, LAND SURVEY.OR RIVERHEAD. NY ,SURVEYED! HARCH 2~. 2001 LAST REVIEED: 5EPTEH~ER ]:3, 2011 +0.0' = ELEVATION5 REFERENCED TO N.G.V.D. of' Pt2'~ HAP OF CEDAR BEACH PARK FILED DEC 20, Iq21 A5 PILE 5CTN~ IOOO-fl2-i-,I LOT AREA: 11,44& 5.F. (UPLAND) LOT AREA: 20,'~1fl 5.F. (TOTAL) ZONING: NONCONFORHING LOT (")0,000 TO 3~,'~'~ 5F) YARDS: /PRINCIPAL) PRONT 40' SIDE /ONE); IS' 51DE IBOTH): 3S' HEIGHT (l/AX.): 3$'. (2) STORIE=' 8~ e~ E×IETING COHTO~R REVIEED CONTOU~ NE~ CONTOUR NORTH 51TE PLAN I" = 20'-0" FREDERiCk[ ROBERT WEBER ARCHITECT @ © DR~IUING TIT..E: NEUJ BHI=D RENOVATE JOB:PERGOLA/CABANA CAClOPPO RESIDENCE 1466 INLET IUAT 5OUTHOLD, NY TOIIJN OF -~OUTHOLD 5CTII~ 1000-12-I'-4 ARCHITECT: FREDERICK R. ~EBER 41 EAST ~APLE ROAD GREENLA~N, NY 11140 G2 NOYAC PATH · ATER ~ILL, NY lift1& FAX &31 2&1-1084 JUNE 4. 2OI2 HAY 14, 20' REV.: APR 2, 2012 DATE: ~EPT I ~CALE : I' = ~O' DR~alNG NO. SIMPSON LSTA - 20 GAGE /~DGE STRAP - ALL ROOF RAFTERS 2 x 4 CEILING JOIST SHIELD UNDERLATMENT REQUIRED - 2.4' FROM EDGE OF HURRICANE CLIP USE 51MP5ON H3 SIMPSON H2 HURRICANE CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTER5 B - 8d NAIL5 EACH END DOUBLE TOP-- PLATE APA RATED PLYWOOD EXTEND TO TOP OF TOP PLATE. PROVIDE 8d COHHON NAIL5 · 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING. SHEATHING TO LAP TOP UIALL PLATE5 WRAP + NAIL $ ~ 4 - 4d NAIL5 ) AROUND 5ILL PLATE AT ANCHOR BOLT 2 - ~ REBAR SEE FOR DESIGN/REINFORCING SECTION STUD5 SIMPSON MSTS'~ I/2" WIDE -I~ GAGE STRAP '32" DC. {GALV. OR ZMAX) SHEATHING TO SILL PLATE 8d NAILS · .4" p.C. fSHEATHING TO LAP 5ILL PLATE) / 2x4 5ltL PLATE5 ACQ TREATED. x If," A.B. a32" DC. wi 2"xd"xl/4" WASHER. IHOT DIPPED GALV.) 15OLATE ~ASHER FROM SILL PL W/ FELT 5TRIP DESIGN CRITERIA: GROUND SNOUI LOAD - 46 PSF. FIRST LEVEL - 40 PSF, L.L. LIVING AREA5 - 40 PSF. L.L. WIND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B ~EATHERING - SEVERE FROST LINE DEPTH - 34' TERMITE - HODERATE TO HEAVY DECAY - SLIGHT ICE SHELD UNDERLAyI1ENT REQUIRED - YE5 DESIGN CRITERIA: DESIGN IN ACCORDANCE gITH AMERICAN FOREST PRODUCT5 WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FANILY HOUSE - ENGINEERED DESIGN HETHOD. WINDOWS - GLAZED OPENING EXTERIOR glNDOW$ 5HALL HAVE GLAZED OPENING PROTECTION FOR glND-BORNE DEBRIS TO HEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTI1 E FI94 AND OF ASTM E 188/. REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, gOOD STRUCTURAL PANELS ~ITH A MINIMUH THICKNESS OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHHENTS SHALL BE 2 I/2' #8 gOOD 5CREIfl$, I~," DC FOR SPAN5 UP TO f,' AND 12" OC FOR 5PAN5 BETI~EEN 4' AND 8' /.4x3 "Humcane" 12 Ridge 2x~ R.R.. gx~ C.J. Alu~ Gutter/ Ix8 "Azek" Fascm Ix/, "Azek" BtCB 5offlt 1×4 Azek" Frieze [~1o~1 Sbnglee 30~ Felt B/8 Pl~ao~ Sheathing "Shingle Flare" [2~ Pressure Treated ~d[ m/ Termite ~ I/2"e A.~., ~2' ~ ~aeher~quare 8" P. Cone. Found.- ·all e/ (2) ~t$ Bars Top I ~ot. on IZ"xg" Cont. P. Conc. ~unch Slab Edge, Support L-J~lO"e "5onoLube' Footing. 3' B~lom Grade IT~b.) SECTION AA I/.4" = I'-O" NORTH ELEVATION 114" = I'-O" Drop Found lUall · Doors -- 4" Pi C~c. 51eh 8" P, C~nc. Found. on I~,"xE" Cont. P. Conc. Ftg. 3'-0" Belom Grade IMm.) FOUNDATION PLAN 114" I'-O" FOUNDATION NOTES: I- ALL FOOTINC~5 TO BE A MINIMUM OF ~' E~ELOW C~RADE. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. SHED 5LAB, .TO HAVE &"x&" IO/IO ~lF I~EINF, PROVIDE I/~Z EXPANSION JOINT AT 5LA~ PERIMETER. LUINDOLU: (~) "ANDERSEN" ADHgO4d Clad Exterior, Double-,H, un~q. IIImd?u, Simulated Divided Lrgh:, PG gO. ~-O x z~-.4 RO) ~OOdRoof Shmgl~ LUood 5hmgle- 5~dlng IOpt~orlal) J J Flomer Box~ J LLIEST ELEVATION 114" Ig 2 {2) Girder gx~ "Azek" Panels-- I~ [Uood Frame t_J [_J SOUTH ELEVATION I/4" I'-O" A 4'-4' 5'IO" 4'-4" .44 x.4 Post 4" 4'-8" 4'-8" 4" 5hsd: I09 s? FIRST FLOOR PLAN 114" = I'-O" FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARC H STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I, ~/8' MIN. THICKNE~ ~ OR AS NOTED. 3. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STU[ ~ITH GALVANIZED HURRICANE TYPE CONNECTORS BT 'SIMPSON" OR APPROVED EQUAL. .4. ALL HEADERS 4'-O" AND OVER SHALL BE SUPPORTED ~ITH DOUBLE UPRIGHTS. S'-O' AND OVER IIJITH TRIPLE UPRIGHTS. ALL HEADERS 5HALL BE A MINIMUM OF g-dxg IN .4' ~ALL f 3-2x8 IN &" IUALL OR AS SHOgN ON DRAIIIINGS, S. 5OLID BLOCKING 5HALL BE PROVIDED FOR ALL JOISTS AND FLOOR [~EAM$ A5 PER N,Y.5. CODE OR A§ NOTED · 8'-O" O.C, PROVIDE 2' SPACE FOR AIR CIRCULATION IN ROOFS. 4. DOUBLE FRANiNG AROUND OPENINGS OR AS NOTED ON DRA[IIINGS. 1. PLYWOOD SHEATHING TO BE NAILED IUITH 8D · ,4" D.C. EXTERIOR Et! ES AND 4D · 12" D.C. INTERMEDIATE, 8. ALL FLUSH gOOD CONNECTIONS SHALL BE FASTENED ~ITH RATED G, LVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. fl, NAILING SCHEDULE SHALL BE A5 PER THE N,T.S, BUILDING CODE AS A MINIMUM. ALL 2x~ STUD5 5HALL RECIEVE $-IOD NAILS AT SILL AND PLATE, ALL EXTERIOR NAIL5 5HALL BE GALVANIZED, FREDERICK ROBERT EBER ARCHITECT @ @ DRAIIIING TITLE.. FO[JNDAT!O, FLOOR PLAN ELEVATIONS SECTION JOB.- CACIOPPO SHED/PERGOLA ~1~ INLET IAY ~OUTHOLD, NY TOEN O~ ~OWTHOLD 8c'rMi IOOO-~12-1--4 ARCHITECT.. 41 EAST MAPLE ROAD GREENLAEIN, NY 1199940 ~2 NOYAC PATH mATER MILL, NY 11fl99& TEL &$1 1G4-GGGG FAX &31 2&1-1084 ~EAL! REV~ DATE*' dULY ~, 2012 -e, CALE: I/4" = I'-O' JOB NO: ~qOIOOI DRAINING NO. OF A2