The URL can be used to link to this page

820 PARADISE LANE S Q 2 1- 2 2, ZE 4__ E n �5 a, Do e an Res de ce 8 2 0 8 g s. 9 101 U_ Jacksonville Beach, Florid,% C? 9 9 9 (0 w LO 9 C� C� 0 0 0 U-1 W B ESTCON Homes W-1110 : CD 241 -E�C3 (D '5 0 0 LL M, C:, r- 0 j__ 71, A, A -A Xrx xXx" x ---------- --------- ----------- Lj H H )e A X .......--------------- Ij r) CN iL di� ILI APPROVED PITY OF ATLANTIC BEACH PwIk1P1NQ City of Afkan fic Be Bch Planning and zoning Deportment This approval verifies COMP111111fift Vft applicable zoning, s0division and other local land developmerit regulations, but does tillot constitute CD aor)ruva' or the issuance of p"Ne. Compliance w,1h clo; ,!a Fluilding Code and'91111 Oftr applicable Sf;�;e ai,d Federal p ermftdng Mquire ments M At o, -wiecl h� signature 01111116 Ck of Atlantic Cl) ;Irin� Official prior ito _j 111111116mce of a Ci co CD ou fire ow 11111 D 4i cO E cc 0 A? 1C CL U_ CL J JOB NO. 05-BI-0090 91 11 x K AbaQo Key 5ult Aft SHEET TITLE SHEET COVER SHEET BY. AO.0 L 0 C>c U2 i nfi! GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX � _58 SUEZ 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL Ordinances,and Regulations and all other authorities having Jurisdiction. A ABV ABOVE IF F.B. FACE BRICK P P.BD. PARTICLEBOARD A/C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CONG. PRECAST CONCRETE A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's AGO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL requirements. AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) ARCHITECTURAL AFF ABOVE FINISH FLOOR F.F, FINISH FLOOR(LINE) PER] PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE AO.0 COVER SHEET 10 P.S.F.Dead Load 0. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER 9 C� No staples allowed. AGO AGGREGATE FLA FLOOR(ING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND ROOF: 40 P.S.F.Live Load A.H,U. AIRHANDLINGUNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 8 8 0 10 P-S-F.Dead Load D. Flash all roof to wall conditions. AL ABOVE LANDING FN FENCE PH PAIR(OF) GENERAL NOTES ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED 2 Verify design load$with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' ALUM ALUMINUM F.O. FACE OF PsF POUNDS PER SQUARE FOOT W 0) A-P, ACCESS PANEL FP FIRE PROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE FPHB FIRE PROOF HOSE BIBB PTN PARTITION D o� ARCH. ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS ASPH ASPHALT FR FRAME(D)(ING) PV PAVE(D)08 PAVING 3. CONCRETE 6. INSULATION A.T. ASPHALTTILE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) L AUTO. AUTOMATIC FTG FOOTING PVMT PAVEMENT A. Foundation types and designs may vary with the Individual pertinent soils conditions on A. Provide R-1 1 (Min.)baft Insulation In all exterior walls and R-19(minimum)blown Insulation AVG AVERAGE FUR FURREO(ING) PWD PLYWOOD A2.0 FOUNDATION PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown Insulation)In all ceilings or rafters adjacent to ft exterior or to unheated B36 36'WIDE BASECAB. GA GAUGE O.T. QUARRYTILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-1 9 at exposed floors. All Insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)130ARD 0 structure or gas mitigation due to these occurrences. R-1 I batts at fireplace chase walls and tinder fireplace unit. BF BI-FOLD(DOOR) G.C. GENERALCONTRACTOR R RISER(ON STAIRS) A2.2 SECOND FLOOR PLAN SIT. BITUMINOUS GD GRADE OR GRADING BLKG BLOCKING R R/A RETURN AIR C BLDG BUILDING G.D.O. GARAGE DOOR OPENER A.B. RUBBERBASE A2.3 ROOF PLAN M GFI GROUND FAULT INTERRUPTER HAD RADIUS = U B. All design,revisions,engineering,installation and liability of sail conditions,gas mitigation BLK BLOCK(CMUs) GL GLASS OR GLAZING RBI_ RUBBLE RLKG BLOCKING GL.BK. CLASS BLOCK A.D. ROOF DRAIN A2.4 FRONT & RIGHT ELEVATIONS and structural designs due to lnadequqte soils or landfill occurences shall be the 7. DRYWALL BM BEAM GA. GALVANIZED IRON REFR REFRIGERATOR responsibility of the"Builder-Developer"or It's subcontractors Involved with the design and B.M. BENCH MARK GT GROUT REO REQUIRED A2.5 REAR & LEFT ELEVATIONS installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RE81LIENT implementations. A. All walls to have 1/2'gypsum and all ceiling to have 5/8'gypsum or 1/2'ceiling board unless BAG BEARING 42-H 42'HIGH(WALL) REV REVISION($),REVISED A2.6 BUILDING SECTION w, noted otherwise. BAK BRICK H HB HOSE 8113B REINF REiNFORCED(ING) B.S. BOTH SIDES H.C. HOLLOWCORE RF(3 ROOFING B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BSMT BASEMENT HD HEAD OR HARD A2.7 INTERIOR ELEVATIONS BTM OR BOT BOTTOM R.J.B. REINFORCED JUNCTION BOX 0. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass enclosure. H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING BTWN BETWEEN HOR HEADER per local codes or specific soil conditions.whichever is more restilictiva. BVL BEVELED H&M RANGE W1 MICROWAVE HOW HAFIDWAAE AM ROOM B.W. BOTH WAYS HOT HEIGHT R.O. ROUGHOPENING ELECTRICAL 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET H,M. HOLLOW METAL FI.O.W. RIGHTOFWAY HORZ HORIZONTAL R&S ROD AND SHELF($) D. Soil test must be approved by Goo technical Engineer prior to facting Pour. C C.B. CATCHBASIN HR HOUR U)CO C'4 CEM CEMENT H.R. HALF ROUND(WINDOM SO SOLID CORE(DOOR) E1.1 MAIN FLOOR ELECTRICAL. PLAN 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE co E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and OF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR E1.2 SECOND FLOOR ELECTRICAL PLAN CHAM CHAMFER shall be placed on firm,undisturbed soil 3`4`minimum below grade. Contractor to A. All patio doors-operable leaf inside. HVAC HEATINGiVENTILATINGIAIR COND. SEC SECTION 0,�0- U� C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F, SQUARE FEET 10 PL reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CASTAN-PLACE COMO. or local codes,whichever,Is more restrictive. SF.GL. SAFETYGLASS DETAILS -d"'t B. Door and window irnflitration shall be In accordance with local ordinance and shall meet CIR CIRCLE �.B IRONING BOARD S; 0 S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows GIRC CIRCUMFERENCE D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall inot be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L,Q. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I-M, INSULATED METAL SHTHG SHEATHING AIDIA FOUNDATION & WALL SECTIONS F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR > ?! CLO CEILING INT INTERIOR pored glass In all sliding SL SIDELIGHT OR SLEEVE C. Provide Insulating cdouble glazing at all exterior glass areas and tam CLR CLEAR(ANCE) SKL SKYLIGHT AD.2 ROOF SECTIONS G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and In iwindows as per local codes. CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT a. o- encasement of utility lines is required,increase slab thickness at the utility line. Install CM CENTIMETER(S) JT JOINT SPC SPACER AD-3 MISC DETAILS utilities lines well below slab. CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS D. Caulk at all sash,s1licling glass doors,entrance doors and bottom plates(all sides of C.O. CASEDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER($) AD.4 MISC DETAILS COL COLUMN K KIT KITCHEN S.ST. STAINLESSSTEEL I-L Provide isolation joint material(asphalt Impregnated)between foundation walls and all slabs openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD AD.5 MISC DETAILS COMO CONCRETE KPL KICKPLATE(ON DOOR) STO OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER K/S KNEESPACE STL STEEL W CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) STA STRUCTURAL CONTR CONTRACTOR SO SQUARE L Provide"Zip Strip"or tooted control joints where indicated on the foundation plans. CORR CORRUGATED L LAV LAVATORY(SINK) BUS SUSPENDED A. All electrical and pliumbing requirements shall comply with local building codes. All outdoor, CPR COPPER L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL bathroom and qara�ge wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LIV LIVING DIMENSION NOTE Service panels to bie(min.)20 circuit,100 amp,110volt. GAS COURSE(S) L.L. LIVE LOAD 7 TREAD(AT STAIRS)OR TILE 4. FRAMING CSMT CASEMENT L.P. I-AMINATED PLASTIC T T.B. TOWER BAR (D C.ST. CAST STONE LT LIGHT T.B.D. TO BE DETERMINED A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE L.T. LAUNZ)AYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO U) LTI_ LINTEL T.C.J. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE tNOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTH CENTER OR COUNTER LVL LAM VENNER LUMBER(SEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&G TONGUE&GRGOVE (D 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and wateir sleeves to be depth and separation as per focal code below adjacent M METER(S) THK THICK(NESS) 2,000,000 psi in Modulus of Elasticity,E finish grade. I 2'D 12*DEEP M MAX MAXIMUM THR THRESHOLD D D DRYER.on DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending OBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION DECO DECORATIVE MG MEDICINE CABINET T.O.M. TOP OF MASONRY stress+875 p.s.l.,(1000 psi repetitive)or better. D. Provide main sewerr clean-cut within T-0'Inside or outside of the building line unless noted OEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOPOFWINDOW otherwise. DEP DEPRESSED MFH- MANUFACTURER TRORTRN TRANSOM(WINOOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES 0. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be Installed from the water meter to an exterior D.F. DRINKINGFOUNTAN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The OH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1- All trusses shall be securely braced both during erection and after permanent Installaton In Conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DLAM DIAMETER MISC MISCELLAN50US a building in accordance with commentary and recommendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) Plate Institute. The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FAGETO FACE OF MASONRY D�P. DAMP�PROOFING M.G. MASONRYOPENING DR DOOR MOD MODULM VB VANITYBASE UNIT OR FACE OF MAS01411Y UNIT TO FACE OF STUD. 2. %�high density T&G,Plywood subfloor lued and nalled. Panel span rating shall be APA DAY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges. ?nstall per manufacturers!spacing and edge DS DOWNSPOUT MTL METAL VS36 36'WIDE VANITY RASE recommendations. F, Water service shall be i'minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT vER,rICAL D.T. ORAINTILE MULL MULLION OR MULLED VIN (SHeET)VINYL OTL DETAIL V.6. VEOTABLE SINK 3, Xv underlayment(minimum)under vinyl or tile on wood frame floor systems. 0. All shower head holights to be 80"AFF at fiberglass showers and 84'AFF at ceramic DW DISH WASHER N/A NOT APPLICABLE V.T. VINYL TILE DWG DRAWING N MI.C. NOTINCONTRACT LLU showers. DWR DRAWER NL MAILABLE W3630 36'WX30"HWALLCAB MOM NOMINAL 4. Min!X"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T-S, NOT TO SCALE W W WIDE OR WASHING MACHINE >� be 24,exposure 1,with sealed edges.Install per manufacturoW spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET C\J recommendations. IMPORTANT NOTE: C.F. EACH FACE WD WOOD E,J. EXPANSION JOINT OA OVERALL WIF WIDE FLANGE(STEEL BEAM) ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION 0 OBS OBSCURE(GLASS) WH WATER HEATER ELEC ELECTRIC(AL) O.C. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O.CAB. OVERHEADCABINET WI WROUGHT IRON designs prepared under the supervision of a registered professionaJ engineer. I EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O�G.D� OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/0 WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WAT5APROQF(ING) E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for EXI-I EXHAUST OPT OPTIONAL W.A. WATER RESISTANT approval of roof trusses and beams CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OBB ORIENTED STRAND BOARD W.S. WATER SOFTENER WSCT WAINSCOT W.T.W. WALLTOWALL F. Min Y,�'exterior grade plywood or 08 6 wood sheathing behind all masonry veneer,dryvft WWM WELDED WIRE MESH ATTIC VENT panels and cedar siding.See elevations for locations. ....... CALCULATI01N G. Pressure treated lumber to be used where wood is In contact with concrete and for 2x4 mud sill. SYMBOLS H. Exterior deck construction shall be with pressure treated lumber with dimensions as indicated on the plans. EARTH PLYWOOD FORMULA: ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER SAND OR GRAVEL FILL I NSULATING SHEATHING *144 SQ. IN. = I SQ. FT. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) C WOOD STUD PARTITION BATT INSULATION BLDG. (SQ. IN.)/300 = SQ. IN. OF VENT REQUIRED 0 ,-' DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED/2 =: 50%AT RIDGE & 50% AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED E ANGLE BRICK WATER CLOSET A ' EA TABULATION qimb R vi� C�fl -C CONCRETE BLOCK C) CENTERLINE MAIN FLOOR PLAN 1256 SQ.FT. CONCRETE TUB/SHOWER HB SECOND FLOOR PLAN 713 SQ.FT. HOSE BIBB (FREEZE PROOF) U_ q STONE �d CD CD TOTAL A/C AREA 1969 SQ.FT. GAS LINE STUB CID- LAVATORY STEEL [a C FRONT PORCH 162 SQ.FT. 0.2 PENNY LANAI 101 SQ.FT. lei DIMENSIONAL LUMBER DOUBLE SINK PERPENDICULAR GARAGE 469 SQ.FT.- JOB NO. 05-Bl-0090 PLATE BLOCKING SINGLE SINK TOTAL AREA 2701 SQ.FT. Abaco Key FINISH GRADE WOOD ROUND OR DIAMETER SHEET TITLE SHEET GENERALNOTES A1 . 1 L uiq rawae. la-li-e- MAIN FLOOR NOTES r [NOTE FLOOR] (D *> C- e --s L 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. 2 2. ALL UNDIMENSIONED PARTITIONS a 0 0 ARE 3 1/2" ROUGH. 3, ALL ANGLED PARTITIONS ARE 45 7e -010 12 2 12 1 '7' 0 22'4' DEGREES UNLESS OTHERWISE NOTED. I CL Li 2 00 4'-9y2" 4, PROVIDE MINIMUM 2-2xl 2's wl 1/2" 2 .s 8 K�2'65 PLYWOOD FLITCH PLATE AT ALL EXTERIOR 51 2'-7y2" 2'-lIY2" WALL OPENINGS AND INTERIOR BEARING 7',3" 2'-9Y2" 6'-8" Ile e WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS PATIO AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS in SHALL BE TRANSFERRED TO FOUNDATION 9 33'-0"x 10'-0" N 6 C6 6 VIA BEAMS, POSTS AND/OR SOLID 7 N BLOCKING. 0 0 6. ALL EXTERIOR DIMENSIONS ARE TO FACE Cl 0 uj OF STUDS UNLESS OTHERWISE NOTED. 1-u w n 2060 SH @ 2060 SH @ 48"x48"GLS BILK (SNOW, 7. ALL TRUSSES TO BEAR ON EXTERIOR D) 90"AFF 90"AFF @ 90"Aff WALLS AND/011 GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN L T� 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, R HANGERS& SET SPACING FOR ALL T 0 TRUSSES. �D 101-81,x 6'-5" 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 2--lly2'- BYP q ss;DOOR T WITH MIN. DIMENSION OF 24" IN HEIGHT AND BE SIZED BY 60 SH @ 20" IN WIDTH; SILL HEIGHT NOT GREATER ENT 90"AFF SUPERINTEND rj: r PKT 91-01, CLG. THAN 44"ABOVE FLOOR. MASTER SUITE .... 40 5"h 10, BALLOON FRAME ALL EXTERIOR WALLS X EWALL /K�N�E '-I")TO UNDERSIDE OF ROOF 9'-0" CLG- (ABOVE 8 ll'-6"X 15'-0" SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-0"VERTICALLY IN WALLS>8'-1 D /S 2668 =,,�/ /es D C? 11. ALL HANDRAIL BALUSTERS TO BE 81 3 SPACED SUCH THAT A 4"SPHERE CANNOT LANAI PASS BETWEEN BALUSTERS. % 91 9!-0" CLG. 0 —--------------——------------------ ------------- 12. ALL ELECTRICAL AND MECHANICAL 9 121-8"X 8'-0" It C) 9 En < EQUIPMENT& METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; go T-T T-O" m Ch 91-011 CLG. CONTRACTOR TO VERIFY. 91-911 X 51-611 13. FOR ADDITIONAL NOTES SEE GENERAL 2668 PKT NOTES ON TITLE SHEET& DETAILS. u- ---------------- ----- , m Z 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE (2)2668 1-L 2668 R/S n W/12'TRANSOM 90"ABOVE FINISH FLOOR(U.N.O.). �4 RIGHT SIDE OPERATIONAL ---- -------- MANUFACTURER To TEMPER ALL -1 1 ---------- 15. WINDOW OHC ts -�j WINDOWS 2'WITHIN DOORS, OVER TUB& �5 Q) —-———————— > -- SHOWERS 7 WINDOWS WITHIN 18"OF THE Q) 39"REF. 15 r- B/C SPACE 0 tD @ N )30 SH @ FINISHED FLOOR. 0 = LD 36'WOOD BURNING FIREPLACE UTIL---tT- --Y- 1 90"AFF @ 91 40.5"KNEEWALL 0". :NK W/ - W/15"BAR TOP DISPOSAL 2668 71-41' a fn C? PKT L yv. %I 1> 24" -_jj .... ..... (D D/S fn m KITCHEN > LIVING ROOM 91-011 CLG- %] 131-611 X 121-111 Cn VAULTED CLG. ---------- 19'-4"X 16-11" RANGE w/MICRO HOOD CONDENSER EXTERIOR VENTING �lj I U) 9 V HIGH PONY WALL A13DVE 1 9 1 1 En TREADNOSE W/OPEN RAIL En ! ! .1 Ln I B/C Ln —-----—-------- B/C OHC OKC 2868 Lq 90"AFF 3060 SH @ ------------------------------------------------ Zm PKT 90"AFF 96-0ti 2668 U 17 7.4 g'-O" cLG, ----------- --- ------------------- - 2868 ------------------- — 13-41 10'COLUMN TO CEILIN FOYER 3060 SH @ PRE-;,P,WMB FOR LAUNDRY TUB 90"AFF VAULTED CLG. 81-01,X 4!-1011 APRIL AIR FILTER SPACEGUAARD LD DINING ROOM 91-011 CLG- C\j 111-111 X 101-611 3060 SH @ 3068 W/(2)1 O'SL 90"AFF 7. 3060 SH @ 3060 SH @ GARAGE 90"AFF 90"AFF 9'-0" CLG. 191-911 X 221-911 9 FRONT PORCH 91-oll cLG. 19'.811 X 71-011 J. r------------------------ Cd =mmmmm� EJ 9 -------------------j z 81 En SECOND FLOOR Im 6' 7'O.H.D. j 41 E vim CD LL Cq 4-4" 3-4- 4'-0" 4-4- T-01, 10'-2" CD -81. ....- AREA TABULATION -0.. 20'-4" in 0 .2 a.it a. e 40'-0" e- MAIN FLOOR PLAN 1256 SQ.FT. SECOND FLOOR PLAN 713 SQ.FT. JOB NO. 05-Bi-0090 TOTAL A/C AREA 1969 SQ.FT. Abaco Key FRONTPORCH 162 SQ.FT. LANAI 101 SQ.FT- SHEET TITLE SHEET Fra 61 Plan Floor Plan MAIN FLOOR PLAN I - GARAGE 469 SQ.FT. A2. 1 SCALE: 1/4"=V-0' SCALE: 1/4"=I-Olf TOTALAREA 2701 SQ.FT. 0 re -0 as, =1u A 0 t c 2�! 2i m JR m 8 .5; 0 w V5 (:IQ 8 2 8 all.r=�10 I'D u-) 9 9 C� co Lb C\1 0 N A 4 4 C) Q Q a Lu L lei 201-411 61-4" F V) -7 10'-1 1/8"PLT.HGT. X� ... ........ 6 c-4 oD 10'-0" (CLG. En rn m cu 0 0 I- 26618 LOFT C13 10'-0" CLG. E2 2,00 IT-Y X 12'-3" co a) cm OPEN > c Cm) HANDRAIL C j a, 0 j_- % In 4 il a. Lu PiL 90 7 a-, STUDY OPEN �82 3050 SH @ HANDRAIL 19 101-011 ICLG. LL 6-01,X 141-61 96"AFF -------------- ------------ - --------------------- ---------- --- =L -------- COWN 5--Yl Jr- 17 9)7.t 3050 SH A 96"AFF WWWW�1 (D D/S D/S 18- (D 8'-3 En �? 9'-0" CLG. �D ....... BATH 32PTY 9'-1" CLG* loll x 81- —26 ) Cn I'-7y2" C/) TUB SHOWER BEDROOM 2 3050 SH @ 91-011 CLG. 84"AFF 2'-Y 2668 19-8"X 9'-2" Cu �-4 2068 c1q c2 PKT. 2 BEDROOM 3 R/Sj 9'-0" CLG. III-01,x 91-101, ------------ ----------------------- FUS R/S N �j . ...... 9'-1 1/8"PLT,HGT, 3050 SH @ 3050 SH @ 84!'AFF 84"AFF 3f4t 111-611 41-4" 4'-6Yr,4" e. 2ZO'-N' e E c3 AREA TABULATION 0 MAIN FLOOR PLAN 1256 SQ.FT. SECOND FLOOR PLAN 713 SQ.FT. JOB NO. 05-BI-0090 TOTAL A/C AREA 1969 SQ.FT. FRONTPORCH 162 SQ.FT. Abaco Key LANAI 10 1 SQ.FT. GARAGE 469 SQ.FT. SHEET TITLE SHEET Framing Plan Floor Plan- TOTALAREA 2701 SQ.FT. mAIN FLOOR PLAN I A2.2 SCALE: 1/4"=11.011 SCALE: 1/4"=V-0" 0() 19(— 02 2a 2 E3 2 L m tn m Lo CD 9 9 9 to co th 9 cli �r CD CD CD a w > uj L CD v. C) P-4 or%4 r!-24 Lu ---------------- CD co L I M Cf) TT > -Q .2 0 LL ............. 0 c CL CL 0- S oo J ODGE 0 rn Cf) RIDGE Cf) Lu 00 CN SLOPE SLOPE 8:12 8:12 ---- -------- CRICKET SLOPE SLOPE SLOPE 8:12 CL 0 I Lr) E C) C:) OD E Co 0 T �(_- a. LL CL JOB NO. 05-131-0090 Roof Plan Abaco Key SHEET TITLE SHEET SME: 1/4"=V-0" ROOF LAYOUT A2.3 L =a '20 1�xalve, �ue-- ARCHITECTURAL SHINGLES �n U-) U-j SCALLOPS c� 9 7 f� 7- " �r 1�r It C) CD 0 0 0 w w (0 0 9`1 !LK-PLL--- T, 4" FRIEZE(TYP) Y/ -,c -,x- -x, \x-- BOARD AND BATrON pw CD 0'-0" FIN. FLR. -FF -TT 9' 1 8" PLT, —,r w GALVALUME ALLUMINUM co �i 12"BEAM(TYP) Q > CQ LAP SIDING -a 0 Q LL WELLINGTON TOP AND BOTTOM C 10"COLUMN(TYP) 4"TRIM(TYP) co a) > u 2 T C 0 0 z 8"BANDING CL CL 0'-0"FIN,FL I IL-1 I pl. 11 11 GRADE Front Elevation- (D SCALE: 1/4"=V-0" ARCHITECTURAL SHINGLES ------- C\j -77 .......... ----------- ----------- 91-1 1/81, PLT- ................. 4"FRIEZE ------------- j .......... -------- --------- ---------------- ....... ----------- ------...... FIN. FLR. --------I---,--,--- I-,.----.--., C ------------- a �? 'A" �p j, ------ ........................ . ...... .. ...... ------------ .......... LAP SIDING Z! ai ------------------ -------- 0 C? 4"TRIM(TYP) ...... -------- ........... 8"BAND(TYP) ---------------- ......... ---------- ........... .......... ----------- --------------- 0'-0"FIN.FL co 8 r- co.� C 0 0 A2 = GRADE Q�LL tL JOB NO. 05-131-0090 .Right Elevation- Abaco Key SCALE: 1/4"=V-0-1 SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 F2o nalwjuL I'AAco,- d, lb 7a r z — 2 L g�E- so uj) 0 F= r= E 6 w 6 — � o C, ti 2 E 2 A LO m U-) Imp 9 9 ARCHITECTURAL C!, 9 ---------- N SHINGLES 0 CD CD ---------- ------------- ------- ......... ---------- ---------- --------- ------------- .......... SHINGLES ------------ ......... Ag —----------- ........... 0'-0" FIN. FLR. ---------- ------=: 1-7 ----------- ............ C) L ...... 10"COLUMN 0 r C3 �c r- 0 8"BANDING 0- a. 0'-0"FIN.FL GRADE Rear Elevation- SCALE: 1/4"=l 1-011 (D ARCHITECTURAL SHINGLES Ah .......... ---------- ---------------.................. ...... —----------- - ----------- --------------------------------- ................ ....... ...... 77 .'Z—�=777 0'-0" FIN. FLR. ------------ -------- - ------ 7- Z-77= ----------- ....................... LAP SIDING ---------------------- --------...... ---------- 10"COLUMN ------- 4"TRIM(TYP) C3 ---------- D 8"BAND(TYP) C) .0'-0"FIN.FL .......... ---------- .................. ............ ------------------------- ..........--------- .......... ::FL. GRADE CD U) E 0 0 CL LL CL Left Elevatmion JOB NO. 05-131-0090 Abaco Key SCALE: 1/4"=l'-O" SHEET TITLE SHEET REAR&LEFr ELEVATIONS A2.5 A t; i5 OR p 0 �3 Cn ID >.E; 8 -t;; cl. OE 9 CD 9 c) Cq (6 00 th Cq 9 - 2 Q Lu uj co 5 w or L m 0 co R M m 0 0 ca UE m k2 , Q 13 > zi C 0 m CL (D J CN IL J� CN J F-Lt E Buildinq Section rZ cy SCALE: 1/4"=l'-0" LL c'I sn E 0 0 2 = 0. LL(L JOB NO. 06-BI-0090 Abaco Key SHEET TITLE SHEET BUILDING SECTION A2.6 L r 2 L �2 4 E E S-5 'W E 8 , H C3 s E=2 U-) U) LO LO 9 9 9 9 C4 (0 C� 9 ul w Z3 cr L C 31-911 21-611 31-911 49-011 31-311 w CO — 2X4 C\J (D MICRO REMOVE AS NECESSARY OUT LET D HOO SINK 450 ANGLED FOR ELECTRICAL @ E2 CABINET ff > 40..5 3911 REF. 0 -r- SPACE CD C:) 2X4 (D PiNNGE D/W U - ------ KNEE WALL DETAIL 40.5 (D 3 1-911 e_ 21-611 3 1-911 ql 21-011 off (n 404 (D Kitchen Cabinet Elevation- (D SCALE: 1/2"=l'-0" (n 0 0 0 0 .0 0 1 0 00 +1 r! C) 00 T7+ /-7' M I—ofl 11-6fl 2 11-61 ZI 40m 2 I-off 11-611 11-611 100 2 I-off 4-) L Bath 3 Cabinet Elevation Mastv^ r Ba? th Cab4ine/t Elevation SCALE: 1/2`=l'-0" SCALE: 1/2"=V-011 co CID 0 Q 0 _r_ (L LL IL JOB NO. 05-BI-0090 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.7 L V 0 Paia�ke_ ;7