309 Plaza ACC23-0002 Revision 6-16-23.ACC23-0002
REAR PERSPECTIVEFRONT ELEVATIONRIGHT ELEVATIONPROPOSED POOL HOUSE FORAREA1309 Plaza Road,Atlantic Beach, FloridaThe westerly 30 feet of Lot 4, together with allSHEETDRAOOL HOUSE FORanding Blvd. O.P., 32065 (904) 545-3456GoMAIN FLOOR LIVINGSECOND FLOOR LIVINGTOTAL CONDITIONEDSTORAGE ROOMTOTAL AREA UNDER ROOF 324 SQ.FT. 457 SQ.FT. 781 SQ.FT. 183 SQ.FT. 964 SQ.FT.ky GoldwasserSCALE 1/4" = 1'-0"SCALE 1/4" = 1'-0"WINDOWSWINDOWS TO BE VINYL SINGLE HUNG CWINSUL GLASS AND MUNTINS AS SHOWNSOFFIT & FASCIASOFFIT & FASCIA TO BE VINYL SOLID SOFFITWITH VINYL COATED ALUMINUM FASCIASteve & Becky Goldwasser12FRONT PERSPECTIVEDuvSCALE 1/4" = 1'-0"LEFT ELEVATIONSCALE 1/4" = 1'-0"REAR ELEVATION1212
DNDNB4221B42212868286828682040SH9080 SGD10080UP11'-10"6'-2"18'-0"10'-4"13'-8"4'-2"28'-2"18'-0"4'-2"6'-10"6'-10"5'-2"5'-2"17'-10"10'-4"28'-2"4'-0"6'-2"3'-10"4'-0"33 sq ft25 sq ft249 sq ft183 sq ftExercise RoomStorageLiving Area324 sq ft9' PLATE HEIGHT9' PLATE HEIGHT8" STEP DOWN IN SLAB9'-8" TOTAL CEILING HEIGHTOVERHEAD DOORWCSILL @ 36" AFFTEMP GLASSACBathEntry1 3/4" SC OR 20 MINFIRE RATED DOOR1/2" SHEETROCK MIN. ON WALL FROM STORAGETO LIVING AREA FOR FIRE PROTECTION9' CLG5/8" TYPE 'X'SHEETROCK ONCEILING OF STORAGE3068DNB1221B1221B2121B1221B1221B21213060SH3060SH2040SH3060SH3060SH3060SH26802680268026684'-3"3'-6"4'-5"5'-10"12'-2"11'-4"16'-10"28'-2"18'-0"7'-6"3'-6"3'-6"8'-6"1'-6"24'-6"3'-8"28'-2"5'-10"12'-2"252 sq ft45 sq ft138 sq ft21 sq ftBedroomGame RoomBathShowerLiving Area456 sq ft9' CEILINGSTEP UP 12"WC9' CLGTEMP GLASS OVER42" HALF WALL9' CEILINGSILL @ 24" AFFSILL @ 48" AFFTEMP GLASSSILL @ 24" AFF22.5"X36"ATTICACCESSHVAC AIR HANDLERLOCATED IN ATTICABOVE42" HALF WALLR806.1 Ventilation requiredEnclosed attics and enclosed rafter spaces formed where ceilings areapplied directly to the underside of roof rafters shall have cross ventilationfor each separated space by ventilating openings protected against theentrance of rain. Ventilating openings shall be provided with corrosionresistant wire mesh, with 1/16" (3.2 mm) minimum to 1/4 inch (6.4 mm)maximum openings.R806.2 Minimum AreaThe minimum net free ventilating area shall be 1/150 of the area of thevented space.Exception: The minimum net free ventilation area shall be 1/300 of thevented space provided one or more of the following conditions are met:1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed onthe warm-in-winter side of the ceiling.2. At least 40 percent and not more than 50 percent of the requiredventilating area is provided by ventilators located in the upper portion of theattic or rafter space. Upper ventilators shall be located no more than 3 feet(914 mm) below the ridge or highest point of the space, measured vertically,with the balance of the required ventilation provided by eave or cornicevents. Where the location of wall or roof framing members conflicts with theinstallation of upper ventilators, installation more than 3 feet (914 mm) belowthe ridge or highest point of the space shall be permitted.R806.3 Vent ClearanceWhere eave or cornice vents are installed, insulation shall not block the freeflow of air. A minimum of 1-inch (24.4 mm) space shall be provided betweenthe insulation and the roof sheathing at the location of the vent.ATTIC VENTILATION AREA CALC'SExcerpt of the 7TH Edition Florida Building Code(2020), ResidentialVentilation RequiredAttic 508 Square Footage 508 /300 = 1.69 1.69 x.5 (50%) = 0.85 Square footage net free area req.d4'-0" vent - provides 1.0 sq.ft. net free space6'-0" vent - provides 1.5 sq.ft. net free space8'-0" vent - provides 2.0 sq.ft. net free spaceRoof Vent SpecificationsVents Required(1) 6'-0" vents @ 1.5 sq.ft. = 1.5 1.5 Total sq.ft. net free area provided 6'-9"10'-2"1'-1"18'-0"28'-2"28'-2"18'-0"10'-1"12'-9"1'-0"4'-4"4'-2"6'-1"10'-3"7'-9"10'-1"18'-1"4'-4"SLAB AREARAISED 12"ABOVE MAINFLOORMAIN SLAB SPECIFICATION4" MIN. - 3000 PSI POURED CONCRETECW FIBERMIX REINFORCING OVER6 MIL VISQUENE & COMPACTED FILL(REFER TO ENGINEERING FOR FOOTER ANDREINFORCING DETAILS)FOUNDATION WALL SPECIFICATION4" FACEBRICK CW TIES @ 32" OC1" MIN AIR SPACE2 COURSES 8" CONCRETE BLOCKCW TYPE 'S' HIGH STRENGTH MORTARFILL CELLS SOLID WITH SLAB POUR(REFER TO ENGINEERING FOR FOOTER ANDREINFORCING DETAILS)7" STEPDOWNRECESS FOR SGD6" STEPDOWNSLOPEFLOOR 1" TODOOR6" STEPDOWN12" STEPDOWNAC PAD4 1/2 : 124 1/2 : 124 1/2 : 124 1/2 : 122'2'2'1'1'1'1'STEP UP CEILING 12"22.5"X36"ATTICACCESSALLOW SPACE IN TRUSSFOR HVAC AIR HANDLERLOCATED IN ATTICDNWPR4GFCI3WPSDEPDCSDDMATAV ControlC5/TVC5TVTSPSPDESCRIPTIONSYMBOLELECTRICAL - DATA - AUDIO LEGENDCeiling FanVentilation Fans: Ceiling Mounted, Wall MountedCeiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low VoltageWall Mounted Light Fixtures: Flush Mounted, Wall SconceChandelier Light Fixture240V Receptacle110V Receptacles: Duplex, Weather Proof, GFCISwitches: Single Pole, Weather Proof, 3-Way, 4-WaySwitches: Dimmer, TimerAudio Video: Control Panel, SwitchWall Jacks: CAT5, CAT5 + TV, TV/CableTelephone JackIntercomThermostatDoor Chime, Door Bell ButtonSmoke Detectors: Ceiling Mounted, Wall MountedElectrical Breaker PanelSpeakers: Ceiling Mounted, Wall MountedFluorescent Light FixtureRRRRRAFCIAFCIAFCIAFCIAFCIAFCIAFCIAFCICO/SDSDR33AFCIAFCIAFCIRBedroomGame RoomBathShowerFAN & LIGHTFAN & LIGHT22.5"X36"ATTICACCESSHVAC AIRHANDLERLOCATED INATTIC ABOVEDNDNUPAFCIAFCIAFCIAFCIAFCIAFCIGFCIRRRRR33GFCIGFCIGFCI WPGFCI WPCO/SDWPWPWPGFCI WPExercise RoomStoragePoolBathEntryFAN & LIGHTGDOGFCILINENCABINETLOCATION FOR POOL EQUIPMENTAND PROPANE GENERATOR CWAUTO TRANSFER SWITCHACMAIN FLOOR PLANSCALE 1/4" = 1'-0"SHEETREVAPPROVEDSCALEDATEDRAWN BYSHEET TITLEPLANPROPOSED POOL HOUSE FORRBM#401 - 1031 Blanding Blvd. O.P., 32065 (904) 545-3456Goldwasser3FLOOR PLANSSteve & Becky Goldwasser04-27-23ELECTRICAL NOTES1) 95% OF ALL FIXED LIGHT FIXTURES INSIDE AND OUTSIDE HAVE CLF/LED LAMPS.2) THE REQUIRED GFCI OUTLETS (DWELLING UNITS) IN BATHROOMS,KITCHEN COUNTERTOPS, OUTLETS WITHIN 6' OF LAUNDRY, UTILITYWET BAR SINKS, ACCORDING TO NEC 210.3) FOR ATTICS, PROVIDE AT LEAST ONE LIGHTING OUTLETCONTAINING A SWITCH OR CONTROLLED BY A WALL SWITCH SHALL BEINSTALLED. AT LEAST ONE POINT OF CONTROL SHALL BE AT THEUSUAL POINT OF ENTRY TO THESE SPACES NEC 210.70 (A)(3).4) AFCI PROTECTION - 210.12 (B) DWELLING UNITES. ALL 120 VOLT,SINGLE PHASE, 15 AMP AND 20 AMP BRANCH CIRCUITS SUPPLYINGOUTLETS INSTALLED IN DWELLING UNITES, FAMILY ROOMS, DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILARROOMS OR AREAS SHALL BE INSTALLED TO PROVIDE PROTECTION OFTHE BRANCH CIRCUIT FBC R3902.12.5) ALL CEILING FAN LOCATIONS SHALL BE PROPERLY BRACED ANDWIRED WITH 3 WIRE TO ALLOW FOR AN ADDITION OF SEPARATESWITCH FOR FAN AND LIGHT IF NO REMOTE CONTROL IS SUPPLIED.Duval ConstructionSECOND FLOOR PLANSCALE 1/4" = 1'-0"FOUNDATION PLANSCALE 1/4" = 1'-0"SCALE 1/4" = 1'-0"SECOND ELEC PLANROOF PLANSCALE 1/4" = 1'-0"MAIN ELEC PLANSCALE 1/4" = 1'-0"
1) PROFESSIONAL STATEMENT - TO THE BEST OF OUR KNOWLEDGE THESE PLANS ANDSPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLEMINIMUM FIRE SAFETY STANDARDS AS DETERMINED IN ACCORDANCE WITH FLORIDA BUILDING CODE7TH EDITION (2020) RESIDENTIAL, 2017 NEC.2) IMPORTANT NOTE - ALL REFERENCES BY STRUCTURAL AND TRUSS ENGINEERED DRAWINGSSHALL SUPERCEDE ALL NOTES REFERENCES AND CALLOUTS ON THE ARCHITECTURAL PLANS.3) ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE BUILDINGCODES, ORDINANCES AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION.4) MINIMUM DESIGN LOADS FLOOR 40 P.S.F. LIVE LOAD 10 P.S.F. DEAD LOAD ROOF 20 P.S.F. LIVE LOAD 10 P.S.F. DEAD LOAD VERIFY DESIGN LOADS WITH LOCAL BUILDING CODES AND CONDITIONS. REFER TO STRUCTURALENGINEERING FOR ALL STRUCTURAL DETAILS, SPECIFICATIONS AND NOTES.5) CONCRETE A) ALL CONCRETE FOOTINGS ARE DESIGNED TO BEAR ON MINIMUM SOIL PRESSURE OF 3,000 P.S.F.AND SHALL BE PLACED ON FIRM, UNDISTURBED SOIL 6" MINIMUM BELOW GRADE. CONTRACTORSHALL REINFORCE CONCRETE FOOTINGS AND POURED CONCRETE WALLS AS REQUIRED FORSPECIFIC SOIL CONDITIONS OR LOCAL CODES, WHICHEVER IS MORE RESTRICTIVE. B) ALL CONCRETE USED SHALL HAVE COMPRESSIVE STRENGTH OF 3,000 P.S.I. C) PROVIDE MINIMUM 4" CONCRETE COVER AT UNDER SLAB UTILITY LOCATIONS. WHENCONCRETE ENCASEMENT OF UTILITY LINES IS REQUIRED, INCREASE SLAB THICKNESS AT THE UTILITYLINE. D) PROVIDE ISOLATION JOINT MATERIAL BETWEEN FOUNDATION WALLS AND ALL SLABS INCLUDINGPATIO, PORCH AND SIDEWALKS. E) PROVIDE CUT OR TOOLED CONTROL JOINTS WHERE INDICATED ON FOUNDATION PLANS.6) FRAMING A) LAMINATED VENEER LUMBER (LVL) SHALL PROVIDE THE DESIGN VALUES EQUAL TO OREXCEEDING THE FOLLOWING; 2800 PSI IN BENDING Fb, 285 PSI IN HORIZONTAL SHEAR, Fv, 2m PSI INMODULUS OF ELASTICITY, E. B) UNLESS OTHERWISE NOTED, ALL DIMENSION FRAMING LUMBER SHALL HAVE AN ALLOWABLEBENDING STRESS + 875 PSI (1000 PSI REPETITIVE) OR BETTER. C) ALL TRUSSES SHALL BE SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENTINSTALLATION IN A BUILDING IN ACCORDANCE WITH COMMENTARY AND RECOMMENDATIONS ASPUBLISHED BY THE TRUSS PLATE INSTITUTE. D) 3/4" HIGH DENSITY T&G PLYWOOD SUBFLOOR GLUED AND NAILED. PANEL SPAN RATING SHALLBE APA 24/32, EXPOSURE 1, WITH SEALED EDGES. INSTALL PER MANUFACTURERS SPACING ANDEDGE RECOMMENDATIONS. E) 1/4" UNDERLAYMENT (MINIMUM) UNDER VINYL OR TILE ON WOOD FRAME FLOOR SYSTEMS. F) MIN 15/32 HIGH DENSITY O.S.B. WOOD ROOF SHEATHING WITH 'H' CLIPS. APA PANEL SPANRATING SHALL BE 24/0, EXPOSURE 1, WITH SEALED EDGES. INSTALL PER MANUFACTURERS SPACINGAND EDGE RECOMMENDATIONS. ROOF SHEATHING TO BE REFLECTIVE FOIL BACKED G) ROOF TRUSS SYSTEMS SHALL BE FABRICATED WITH WOOD CHORDS AND WOOD WEBS INACCORDANCE WITH DESIGNS PREPARED UNDER THE SUPERVISION OF A REGISTEREDPROFESSIONAL ENGINEER. H) ROOF TRUSS MANUFACTURER SHALL SUBMIT 2 SETS OF SEALED SHOP DRAWINGS TO BUILDERFOR APPROVAL OF ROOF TRUSSES AND BEAMS. I) PRESSURE TREATED LUMBER (BORATE) SHALL BE USED WHERE WOOD IS IN CONTACT WITHCONCRETE AND FOR A 2"X4" MUD SILL. J) ALL EXTERIOR DECK CONSTRUCTION SHALL BE WITH PRESSURE TREATED LUMBER (BORATE)WITH DIMENSIONS AS INDICATED ON THE PLANS.7) SIDING & ROOFING A) VAPOR BARRIER SHALL BE APPLIED ON ALL EXTERIOR WALLS. INSTALL AS PERMANUFACTURERS REQUIREMENTS. B) INSTALL 30# (MIN) FELT UNDER ALL SHINGLES. C) NAILS ONLY TO BE USED FOR ROOF SHINGLE ATTACHMENT - NO STAPLES ALLOWED. D) FLASH ALL ROOF TO WALL CONDITIONS.8) INSULATION - PROVIDE R-19 MINIMUM BATT INSULATION IN ALL EXTERIOR WALLS AND R-38 BLOWNINSULATION IN ALL CEILINGS OR RAFTERS ADJACENT TO THE EXTERIOR OR TO UNHEATED SPACES,PLUS R-19 AT EXPOSED FLOORS. ALL INSULATION TO MEET HUD MINIMUM PROPERTY SPECS. R-11BATTS AT FIREPLACE CHASE WALLS AND UNDER FIREPLACE UNIT. PROVIDE MIN. R13 BATT SOUNDINSULATION IN ALL INTERIOR ROOM DIVIDING WALLS AND IN FLOOR STRUCTURE BETWEEN FLOORS.9) DRYWALL A) ALL WALLS TO HAVE 1/2" GYPSUM AND ALL CEILINGS TO HAVE 1/2' CEILING BOARD UNLESSNOTED OTHERWISE. B) USE 'DURAROCK' OR 'DENSHIELD' BACKER BOARD FOR ALL CERAMIC TILE INSTALLATIONS. C) USE WATER RESISTANT GYPSUM BOARD FOR EXPOSED WALLS AND CEILING AT SHOWER ANDTUB WALL AREAS RECEIVING FIBERGLASS ENCLOSURE. D) USE 5/8" FIRE RATED TYPE 'X' GYPSUM BOARD AND PROVIDE A 1 HOUR FIRE SEPARATION FORALL LIVING SPACES ABOVE GARAGE SPACE. E) USE 3/4" RADIUS CORNER BEAD AT REQUESTED LOCATIONs10) DOORS & WINDOWS A) DOOR AND WINDOW INFILTRATION SHALL BE IN ACCORDANCE WITH CURRENT VERSION OF FBCR 2010. AND SHALL MEET PERFORMANCE STANDARDS ANSI/AAMA 101-88 FOR METAL WINDOWS, DH-C40 FOR VINYL WINDOWS AND THE CRF SHALL NOT BE LESS THAN 55. B) PROVIDE INSULATING DOUBLE GLAZING AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASSIN ALL SLIDING GLASS DOORS AND IN WINDOWS AS PER LOCAL CODES. C) CAULK AT ALL SASH, SLIDING GLASS DOORS, ENTRANCE DOORS AND BOTTOM PLATES (ALLSIDES AND OPENINGS) AND HEAD FLASH ALL WINDOWS AND DOORS AS PER DETAIL ATTACHEDHEREIN. D) ALL SECOND FLOOR EGRESS WINDOWS SHALL HAVE MIN. SILL HEIGHT OF 24" AS PER 613.211) MECHANICAL & ELECTRICAL A) ALL ELECTRICAL AND PLUMBING REQUIREMENTS SHALL COMPLY WITH LOCAL BUILDING CODES. ALL OUTDOOR, BATHROOM AND GARAGE WALL RECEPTACLES SHALL BE PROVIDED WITH GROUNDFAULT CIRCUIT PROTECTION. SERVICE PANELS TO BE (MIN) 20 CIRCUIT, 100 AMP, 110 VOLT. B) PROVIDE MAIN SEWER CLEAN OUT WITHIN 5'-0" INSIDE OR OUTSIDE OF THE BUILDING LINEUNLESS NOTED OTHERWISE. C) WATER SERVICE SHALL BE 1" MINIMUM FROM EACH EXTERIOR SHUT OFF VALVE. D) ALL SHOWER HEAD HEIGHTS TO BE 80" AFF AT FIBERGLASS SHOWERS AND 84" AFF AT CERAMICSHOWERS.1'-4"10'-1 7/8"1'-4 3/4"8'-1 1/8"3/4" T&G SUBFLOORGLUED AND NAILED16" OPEN WEB FLOOR TRUSSES @ 24" OC1/2" CEILING SHEETROCKCEILING TEXTUREFLOORFOUNDATIONSTEM WALL FOUNDATION4" FACE BRICK CW 1" MIN AIR SPACE2 COURSES 8" CONCRETE BLOCKCW TYPE 'S' HIGH STRENGTH MORTARFILL CELLS SOLID WITH SLAB POURREFER TO STRUCTURAL PAGES FOR DETAILSAND FOOTER SPECIFICATIONS)9' - 1 1/8"16" HARDIE BOARD AND BATTENHARDITRIMS WHERE SHOWN ON ELEVATIONHOUSE WRAP MOISTURE BARRIER7/16" SHEATHING - HORIZONTAL WITH BACKING2"X6" STUDS @ 16" OCR19 MIN. FOAM INSULATION1/2" SHEETROCKFASCIA & SOFFITVINYL SOLID SOFFIT & FASCIA WRAP2"X6" SUB FASCIA1"X2" BACKER BOARDWINDOW & DOOR HEADERSEE ENGINEERING SPECIFICATIONSEXTERIOR WALLWINDOW5.512VINYL SINGLE HUNG CW MIN. 1/2" INSULGLASS AND HALF SCREENSMUNTINS AS SHOWN ON ELEVATIONS4" - 3000 PSI POURED CONCRETE CWFIBERMIX REINFORCING OVER6 MIL VISQUENE & COMPACTED FILLFLOORROOF30 YR ARCHITECTURAL SHINGLES CWDOUBLE LAYER 30# SYNTHETIC DRY IN1/2" OSB SHEATHING CW CLIPSENGINEERED ROOF TRUSSES @ 24" OCR19 MIN. FOAM INSULATION1/2" GYPSUM CEILING BOARDROOF TRUSSES @ 24" OCCEILING9' - 1 1/8" 4" FACEBRICK CW BRICK TIES @ 32" OC1" AIR SPACEHOUSE WRAP MOISTURE BARRIER7/16" SHEATHING - HORIZONTAL WITH BACKING2"X6" STUDS @ 16" OCR19 MIN FOAM INSULATION1/2" SHEETROCKEXTERIOR WALL1' - 4 3/4"COMPACT TO MIN. 95%PROCTOR DENSITYGENERAL NOTESSHEETREVAPPROVEDSCALEDATEDRAWN BYSHEET TITLEPLANPROPOSED POOL HOUSE FORRBM#401 - 1031 Blanding Blvd. O.P., 32065 (904) 545-3456GoldwasserSteve & Becky Goldwasser04-27-233NOTES / SECTIONDuval ConstructionTYPICAL WALL SECTIONSCALE 3/4" = 1'-0"
SHEETREVAPPROVEDSCALEDATEDRAWN BYSHEET TITLEPLANPROPOSED POOL HOUSE FORRBM#401 - 1031 Blanding Blvd. O.P., 32065 (904) 545-3456GoldwasserSteve & Becky Goldwasser04-27-23SIDING / BRICK DETAILS4Duval ConstructionHARDIE SIDING DETAILSBRICK VENEER DETAILS
SHEETREVAPPROVEDSCALEDATEDRAWN BYSHEET TITLEPLANPROPOSED POOL HOUSE FORRBM#401 - 1031 Blanding Blvd. O.P., 32065 (904) 545-3456GoldwasserSteve & Becky Goldwasser04-27-235MISC. DETAILSDuval ConstructionTYPICAL STAIRDETAILNO SCALE4" MAX.RETURN HATO POST OR3 - 2"X12" S10" MIN. + 1 1/4" NOSING7 3/4"MAX.HANDRAIL1 1/4" MIN. DIA.2" MAX. DIA.1 1/2" FROM WALLRETURNHANDRAILSTO POSTOR WALLPRESSURETREATED BOTTOMBEARING PLATE34" - 38"6' - 8"MIN.CLEARANCE
• I I i f ! !I ! PLOT PLAN OF lHE '11£S1ERLY 30 FEET Of LOT 4, TOGElHER 'MlH ALL OF LOT 6, BLOCK 11, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 Of lHE CURRENT PUBLIC RECORDS Of DUVAL COUNTY, FLORIDA LOT 7 LOT 5 LOT 3 LOT 1 PROPOSED l!,!eJ:llli.~, (s.r. DENOTES SQUARE FEET) LOT AREA, MA.IN HOUSE POOL HOUSE COVERED LENAI COVEREO ENTRY AC PAO (MAIN) AC PAO (POOL) POOL EQUIPMENT PAO POOL(@ SO,:) POOL COPINC • 10,400 S.F. = 3,165 S.F, = 520 S.F. 401 S,F. 186 S.F. ?J ~i :r = 18 S.F. = 204 S.F. "" 120 S.F. ro_r AL IMPERVIOUS _ 4,651 5.F _ : 44.7?; ~!SAPI.OTPL,I.H, 2. tHTtl!'IOR -'No.LS A.! P('R F"l£AD y 3. HOetJ!L.DU'fGMSTRICn0'1 UffES AS P(RP!..AT. 4. t,1C\
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.t(KT A.'CI l'RMBU: \'ltS son'WAJtt, 01;2·,·1 I . ' il I -·T 3:1 I " ·~-'''""" ' • L ., NO '':. ~.!'·.:-.,,.. ir X ~• ..._ . , ,7 -~c;i--:-~ ·"'"' --, :: 04.lc. (e, 1 1,; M~ .vl;"" l ') LOT 8 ~01/r°tP.OU PIP[. 110 10 --, ..• :x41'~.., X ... x, Oo ">-. 0•n.£ARTHERN WEIR x, ELEV 9.9 "' w ":;; o:w O"-~g 0. w>-0-' xo: wte .. ,0 ,_\ii s P LAZA ~~~~\'t~:~_:r,,~ .. LOT 2 10:00' X~ t~bOJR ( *) y.i-; ~~.,:,., l & ) (t,) w I~ lo~ .. 40 4 o~ .. 1.Jf-1 +.,:~( i'4-:~t. \\ t\·••11111 en DRAINAGE LEGEND QQ..Q. ~-PRE-FLOW ARROW . PROPOSED SPOT EL 4'\..-POST-FLOW ARROW (OO.O) EXIST. SPOT EL ---8" SOCK DRAIN PIPE DRAINAGE NOJE' 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1::C AWAY FROM STRUClURE. AT THE CONNECTION POINT OF THE PORCH ANO STOOP, THE TYPICAL ELEVATION DROP SHALL BE 4 IN<;HES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 6IN BELOW F.F. ELEV. ;: n .. ----------CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/-0.1 FT OF DESIGN ELEVATIONS. __ _J "'b 4-GUTTERS SHALL BE CONNECTED TO UNDERGROUND PIPE FOR STORMWATER CONVEYANCE TO RETENTION AREAS GRAPHIC SCALE ca: 10 ! r i ~OH~ir!:~n:I~J ~=~2~1=~ ~~S£0.t~~Js:; OWAL COWITT', n.aoo,\ ( IN FEE1' ) inch = 20 IL n 1.i~i ~g! ~r lg! ig~ <( Q. w "'0 c..i?z O> 0 0 ::. < M 0 ir w 0 w ... in REVIStONS SHEET NO.