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1482 Marsh View Court UPPER FLOOR NOTES E iTn E- 3 -22 [NOTE-FLOOR] 2 co Z 1. WINDOW GRILLS ARE STANDARD IN FRONT . 1 2. 1 u f.. > AND SIDE ELEVATIONS AND REAR .2 co 8 =3 ELEVATIONS TO BE CLEAR. 2 :g.g -�g (,,u 0 ?- E Q 2. ALL UNDIMENSIONED PAR-nTIONS ARE g to = cn , 3 -E�i g .2 3 1/2" ROUGH. C, X, 3. ALL ANGLED PAR71TIONS ARE 45 DEGREES 'o @ 2 = UNLESS OTHERWISE NOTED. J-e 5 -B 2 8 4-. PROVIDE MINIMUM 2-2x12's w/ 1/2" PLYWOOD L FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 35'-0" 5. 3-2x4s MIN. AT EACH END OF ALL BEAMS 1 1!-8Y2- 2--l' 4'-11" 16'-3y2' AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION c� 7 9 3--3yj 6'-7" 11-10" e 4'-10" S-4" ol 3-4" 4'-9Y2 VIA BEAMS, POSTS AND/OR SOLID ----------7' BLOCKING. wl 6. ALL EXTERIOR DIMENSIONS ARE TO FACE :3 > U) Lu SH3050 SH3050 91 PLT SH3050 SH3050 SH3050 OF STUDS UNLESS OTHERWISE NOTED. 7. ALL TRUSSES TO BEAR ON EXTERIOR R--------------- now$ DBL R/S - WALLS AND/CIR GIRDER TRUSSES UNLESS L 9'CLG. OTHERWISE NOTED ON FOUNDATION PLANS. 9 zv) I Ln 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, F- - - - - - - - - HANGERS & SET SPACING FOR ALL TRUSSES. io!a-G. 2668 PKT 9. WINDOW SUPPLIER TO VERIFY AT LEAST 50 BIFOLD r, Ln he A I ONE WINDOW IN ALL BEDROOMS TO HAVE 0 tn A CLEAR EGRESS OPENING OF 5.7 SO. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND MASTER SUITE 20" IN WIDTH; SILL HEIGHT NOT GREATER low DBL R/S CATHEORAL CLG. THAN 44" ABOVE FLOOR. BEDROOM 2 10. BALLOON FRAME ALL EXTERIOR WALLS 15'-8"� 15'-8" TO UNDERSIDE OF ROOF 9'CLG. 9'CLG.TREY TO 10' (ABOVE 8'-1 U? 13'-6"x 14'-l" SHEATHING - PROVIDE FIRESTOPPING L -i c%j 9'CLG. 12 x 12 FLAT EVERY 8'-0" VERTICALLY IN WALLS > 8'-l" X. 2668 FOR FIXTURE 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUSTERS. 04 N, 12. ALL ELECTRICAL AND MECHANICAL L- 10'CLG. -j "I-- I I (o EQUIPMENT & METERS ARE SUBJECT TO Ln 9'CLG. RELOCATION DUE TO FIELD CONDITIONS; c\1 CONTRACTOR TO VERIFY. ccS 2 X 6 2668 cq X 13. FOR ADDITIONAL NOTES SEE GENERAL cr) cu ai -i U- 2'-7- 4!-5Y2. 000 S STACK 2868 NOTES ON TITLE SHEET & DETAILS. 0) 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE .5 2868 PKT -0 D/S '= ca c! 41 u 2X6 84" ABOVE FINISH FLOOR (U.N.O.). Z-6,YF Lu GARDEN TUB DBL RIS 15. WINDOW MANUFACTURER TO TEMPER ALL Im 4 16" ca --j u X WINDOWS 2' WITHIN DOORS, OVER TUB & H (D Cn BAT 2 9'CLG. cr) T-0Yj a Oil SHOWERS 7 WINDOWS WITHING 18" OF THE > 5'-8Y2. a, CD ca 91 CLG. 2068 P - r- 10'-6Y2 4'-11" FINISHED FLOOR. C) c: 0 0 2668 9'CLG. 16. ALL SHOWERS TO HAVE DBL PLYWOOD bd ED CV r,I FLOORING. cn 2668 24"DS LL: 9'C1G. DBL IVS < cli cn� Lu CATHEDRAL FROM 9 - - - - - - - - - - - - -- IN, F 10'CLG. 868 2 X 6 Ln B'BASE 2 4XIi KNEEWALL 0 ('o L" �2 L W/GLASS ENCL. ;o Fs-wrg ui Byz 2'-10y2' BEDROOM 3 UTILITY 2 9'CLG. 9'CLG. 9'CLG. fft 6-2" 10" 2' 2'-lY2- Y CLG.TRAY TO 10' -tn _j 3�- -0/2. V-3- C-2 13'-6"x 14'-l" Ln IVA c-j C) 2668 =LDIS�J=j _n11 uj c\j c-j 10'CLG. - - - -- - - - - - - - IL 9'CLG. WT DRN R //N� 1-IRU RO(F co , )m N 9 E 5 e o 6) uj Ilk" 50 BIFOLD 7.5" 2-00 14 1 1 1 101-6 1 1 1 0 �EAT cy DBL R/S 2868 PKT % C-- SH3044 2 X 6 cn c e 77'0YZ7 117 266B cLG 4 2 50 1)0"N 5 1 USE; uj C13 T S7 7'-OY2" 5-5 3'-8Y2' '\-OPEN HANDRAIL c/) Y2. A& MEDIAIROOM 9!&G. 171-5114 14'-011 L J12 x 12 FIAT c\j FOR FDnRE 0 UJ 91 PLT 2 X 6 SH3044 SH3044 U) -F- u E virm 4'-3y2' 9'-6- 6-11" 9-4" 5'-IIY2' 2 x 4 WALL -c 4-3 13'-9Y2" 21'-2YZ L e 2 x 6 WALL T C9 co 35-0' 2 x 8 WALL C) AREA TABULATION LL Ca MAIN FLOOR PLAN 1274 SQ.FT. 8 FRAMING PLAN FLOOR PLAN ?! 0 r- C, E SECOND FLOOR 1492 SQ.FT. 0 .�2 a. LL (L SCALE: 1/4" V-011 SCALE: 1/4" 1'-0" j TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 01 LANAI 135 SQ.FT. SELLERS RESIDENCE LOT 21 HIDDEN PARADISE FRONT PORCH 114 SQ.FT. GARAGE 555 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3570 SQ.FT. FRAMING PLAN A 2.2 FLOOR PLAN J r t cn MAIN FLOOR NOTES > [NOIE—FLOORJ 2 10 0 (a El. 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR gu 9 g § 's? L9 s ELEVATIONTO BE CLEAR GLASS. d = -s? m 2. ALL UNDIMENSIONED PARTITIONS E 3 cl) G 12'-8" ARE 3 1/2' ROUGH. E c> -N ai 'Tu- cn 3. ALL ANGLED PARTITIONS ARE 45 =3 E s t� CL;5 . DEGREES UNLESS OTHERWISE NOTED. =3 s 32 L il 4. PROVIDE MINIMUM 2-2xl2's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR Lc)s D WALL OPENINGS AND INTERIOR BEARING COL WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS 8 cs 351-0" w '6 rZ SHALL BE TRANSFERRED TO FOUNDAT10N 6 6 g C�' LANAI VIA BEAMS, POSTS AND/OR SOLID 6 0 c 4!-1 8!-3" y2' 3'.4- 10'-6" —1-07'_ BLOCKING. CLG. IT-6"x 10'-0" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE Ill cl) OF STUDS UNLESS OTHERWISE NOTED. =) 5 cQ UJ 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. L 2'.3Y2 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, IV PLT. 2868 1-L 3060 SH 3060 SH IT x 6-8" QUAD SLIDER HANGERS & SET SPACING FOR ALL --------- TRUSSES. -n SOFFIT BOTrOM AT 7' 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE 391" E . Pil A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND m Lo 20" IN WIDTH; SILL HEIGHT NOT GREATER HB U THAN 44" ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS V) 36"iBC (ABOVE 8'-1') TO UNDERSIDE OF ROOF SHEATHING — PROVIDE FIRESTOPPING EVERY 8'-0" VERTICALLY IN WALLS > 8'—l". 24"DIS 11. ALL HANDRAIL BALLUSTERS TO BE 24"IBC I I I SPACED SUCH THAT A 40 SPHERE CANNOT I I 1 48"BC 4 Ih VENT TO I 1 1 P PASS BETWEEN BALLUSTERS. -211 7' ' 12. ALL ELECTRICAL AND MECHANICAL SINK P GREAT ROOM EQUIPMENT & METERS ARE SUBJECT TO mic 00 RELOCATION DUE TO FIELD CONDITIONS; co 10'CLG. x 6 LL 241-311 x 231-611 CONTRACTOR TO VERIFY. C-4 13. FOR ADDITIONAL NOTES SEE GENERAL -6 c\j x 2 cn Ca NOTES ON TITLE SHEET & DETAILS. M —1 11- D/W 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE cm u- I- 48"IBC i 96" ABOVE FINISH FLOOR (U.N.O.). cy) ca (6 115. WINDOW MANUFACTURER TO TEMPER ALL COO ";r c\I WINDOWS 2' WITHIN DOORS, OVER TUB & 4 6-7" -7" 7'-3y2- 2'-5y2' 4--9yj 5'-2Y2. 'OM AT 7' C:) T 5 SOFFIT BOTTOM AT 7' SHOWERS 7 WINDOWS WTHING 18" OF THE FINISHED FLOOR. cl) CD .2 c cn c� c: 0 fr) 0 1-- 1-1 48lar Ln CL 0- "16%. Ch. RODANDSHELF c\j 408 .0 2 x 6 WALL cm 50 BIFOLD zo 2868 BATH 3 2668 PKT cn 0 Tf 4rlkNEEWALL' GLASS ENCL N4 CID . T L. I I AC CONDENSOI R 5 OWEF C\j BEDROOM IO'CLG. Ln f 9'-10"x ll'-10" Ln IO'CLG. Ln W D v v ui c" 2068 i C? // 2x6w)N UP 19 R ES cm 7.25"PE RISE 1"PON v, WALL W/ 04 HB _( HANDRAIL OPEN HANDRAIL uj cn -286 5 r") uj _ _ _ j.jHEADER@& FOYER cn 2' /2' 2'- 9 CLG. T-10"x 7-0" 2868 SC uj GARAGE 3080 SC ui 8!_011 PLT. 26'-0"x 21'-6" --------------------- --------------------- --------------------- FRONT PORCH 9'-0"CLG. 8-5"x 12'-0" 10'SQ.COLUNMS 2 x WALL W/CAP AND BASE 8070 OGD 8070 OGD 27 c� 7 3 c\l cv) 0 C'j a t.'. '8"5 U- C\i 36-0" AREA TABULATION 2 x 4 WALL cp cc CD c) (3) a MAIN FLOOR PLAN 1274 SQFT. 2 x 6 WALL� a) w'. 0 SECOND FLOOR 1492 SQ.FT. (L U_ 0- TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 11 FRAMING PLAN FLOOR PLAN LANAI 135 SQ.FT. SELLERS RESIDENCE SCALE: 1/4" V-011 SCALE: 1/411 11-011 FRONTPORCH 114 SQ.FT. LOT 21 HIDDEN PARADISE GARAGE 555 SQ.FT. . SHEET TITLE FIRST FLOOR TOTALAREA 3570 SQ.FT. FRAMING PLANA 2. 1 FLOOR PLAN Ae 11 Eo (L) b is E Q i5 35'l - i Is —5 4`-11% V-5/12" le L 13'-6" .1 A -7 T-3u 1& 31-0" A& T-3% e - — — — — —— — — — --- — — — — — — — CC) P�- c� 9 C6 C3 C4 C) 3 — — 6 w Lu M cn D) 9 lei Ell) -0'-5"STEP DN "l DN C L- — — — — — — — — — — — — — — — — —— —— — - — — — — — — — — —— — — — — — — —— — — — — — — — — — — — — — - — — — — — —— — — — — — — — — —— — — — - REF.SP SUPPLY ELEC. TO ISLAND H 3�f CONC.SLAB Wt 6X6 NO.10 WWM OR 9 FIBERMESH REINF.OVER VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL co c6 U) co C%J C:) C'4 FLOOR PLUG M SINK W/ -1 >- ca I i Ill VERIFY W/SUPERINTENDENT DISPOS. ca u- VERIFY INTERIOR BEARING WALLS WITH TRUSS ENGINEERING Tu '6 DW 41 15'0" an 2 J 1 -0 C:) JkO'-O"FIN.FL. c� Y^3 ui 4!-011 101-00 cf) Y-311 p le uj Ln ko rr ui ESS SH R C) q CONC.SLAB 77 Ln ui 9 Z — — — — —— — cr. On r6 21-0 2 A�D, HB 11'-6Y2" 2 3' le L -- - - - - - - - - W.H) - - - - - - -- - z -7777 7 777 ui t 0 Ill, c\1 - - - - -- - - - - - - - - eel f'STEPDOWN1 36u FROM WALL ui 4141 42X42 CONC 1^0 ADA X, /4 'X Lu -11-811 GARAGE SLAB -0'l DN LLJ -01 5 ri kl \116, 4314 ADA j / '77 c') -- - - - - - - - - _j LL ci N. - C) cm p- cu 7- C3 25 x 0 2'-1 2 U. 12" 'i 0. o/ 81-3u 4-4" 81-3m o/ ol 26!-7" 6 Wi JOB NO. 04-Bla27 3ill PLAN: SELLERS CUSTOM -L LOT: 21 HIDDEN PARADISE SHEET TITLE SHEET FOUNDATION PLAN A 2.0 r 8 up J8 E CU eriods only used on one word abbreviations, if the abbreviation E :9 is a different word by itself-, e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviatin multiple words, unless they SHEET INDEX Zi a .2 GENERAL NOTES 4D ABBREVIATIONS P U_�1i .9 - .X- -ia are very common without periods; e.g. AN, HVAC, R/A. and WWM. - C: b E3 12 1 CX > 2 A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL L 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACEBRICK P P.BD. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECASTCONCRETE A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.0 COVER SHEET AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOM(LINE) PERI PERIMETER 2. Minimum Design Loads: A*0. AREADRAIN F.G. FIXEDGLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 13L Install ill 5(min.)fell under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGH7) FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE GENERAL NOTES CO co I- 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER 0 C� 9 No staples allowed. AGG AGGREGATE FLR rLoon(NG) PNL PANEL 0 04 ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 6 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) LAYOUTS ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED in ULI A.P. ACCESSPANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT U.1 W Verify design loads 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' A2.0 FOUNDATION PLAN =) 5; APX APPROXIMATE FP FIREPROOF PSI POUNDS PER SQUARE INCH U) Lij Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION Ln w ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN/ FRAMING PLAN A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULLSEZE PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND FLOOR PLAN/ FRAMING PLAN L J 3. CONCRETE 6. INSIJLA11ON AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions.on A. Provide R-1 1 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation B36 36*WIDE BASE CAB. GA GAUGE O.T. QUARRYTILE 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 A2.4 FRONT & RIGHT ELEVATION where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD Q structure or gas mitigation due to these occurrences. R-1 1 balls at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STARS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADEORGRADING R RIA RETURNAIR 0 BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER 13ASE BLDG BUILDING GFI GROUND FAULT INTERRUPTER A2.6 INTERIOR ELEVATIONS 210 M 0 RAD RADIUS BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE is B. All design,revisions,engineering,installation and liability of soil oonditiorts,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D, ROOFORAIN and structural designs due to inadequqte soils or landfill oocurences shag be the BM BEAM G.I. GALVANIZED IRON REFS REFRIGERATOR responsibility of the'Builder-Developer*or irs subcontractors involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT REO REQUIRED V) installation of such;and the Architect shall not be held gable or responsible for their BP BI-PASS(DOOR) RES RESILIENT BRG BEARING 42-H 42-HIGH(WALL) REV REVISION(S),REVISED A. Allwalfstohaver2 gypsum and all ceiling tJJ%MypsumV ceiling board unless BRK BRICK H HO HOSE BIBB REINF REINFORCED(iNG) implementations 0 noted otherwise. B.S. BOTH SIDES H.C. HOLIJOWWRE RFG ROOFING DETAIL SHEETS BSMT 13ASEMENT HD HEADORHARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY FILG RAIIJNG AD.1 WALL SECTIONS/FOUNDATION DETAILS C. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BE'TWEEN HDR HEADER R&M RANGE W MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM ROOM (0 B.W. 130TH WAYS HGT HEIGHT R.O. SOUGH OPENING AD.2 ROOF DETAILS C14 H.M HOLLOW METAL R.O.W. RIGHTOFWAY 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) AD.3 MISC DETAILS CID D. Soil test must be approved by Geo technical Engineer prior to footing pour. C C.B. CATCH BASIN HR HOUR CC) Cq11 CEM CEMENT H.S. HALF SOUND(WINDOW) SO SOLID CORE(DOOR) AD.4 MISC DETAILS 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE C'J OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR CO 0) E. All concrete footings are designed to bear on minimum soil pressure of 3000 ps.f.and CHAM CHAMFER HVAC HEATING/VENTILATINGIAIR COND. AD-5 MISC DETAILS a -6"minimum below grade. C4rrtractor to A. All patio doors-operable leaf inside. 0.1. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET > Cn shall be placed on firm,Undisturbed soil X! SEC SECTION reinforce concrete footings and poured concrete walls as required for specific soil conditions CA.P.CONC. CAST-IN-PLACECONC. SF.GL SAFETYGLASS LL I- or local codes,whichever.is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE I.B* IRONINGBOARD S.G.D. SLIDING GLASS DOOR performance Standards ANSVAAMA 101-88 for metal windows DH-C4O fervinyl winclows CIRC CIRCUMFERENCE .0. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) 0 Co and the CAF shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHIT (DRAWING)SHEET 0) (6 CK CALK(ING)CAULK(ING) I.M. INSULATED METAL ca im 'T CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SHTHG SHEATHING ELECTRICAL 04 F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.l. SIM SIMILAR co - CLG CEILING INT INTERIOR SKL SKYLIGHT '0 CD CLR CLEAR(ANCE) <D 0) C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding SL SIDELIGHT OR SLEEVE > W CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOM OR ROOF) SNT SEALANT E1.1 MAIN FLOOR ELECTRIC PLAN .2 G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per locaJ codes. CM CENTIMETIER(S) C i JT JOINT SPC SPACER CD C 0 encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS q- 0 C utilities lines well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILNG) SPK (AUDIO)SPEAKER(S) E1.2 SECOND FLOOR ELECTRIC PLAN 14T CL (L D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST. STAINLESSSTEEL openings)and head flash all windows and doors, COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL K)CKPLATE(ON DOOR) STG OR STO STORAGE Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION LAM. LAMINATE(D) STR STRUCTURAL UJ 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS SO SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK) SUS SUSPENDED 1. Provide*Zip Strip*or tooled control joints where indicated on the foundation plans. A. All electrical and plumbing requirements shall comply with local building codes. All ouldoor, CORR CORRUGATED L.B.O. LOCATION FY OTHERS S.W. SHEAR WALL DIMENSION NOTE 00 CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circu it,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)Shall provide the design values equal to or exceeding the C.T. CERAMICTLE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. < UJ CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLAM following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb exterlo-. CY CUBIC YARD TEL TELEPHONE DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDIC'NE CABINET LU M METERS) THK THICK(NESS) 28.5 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12'D 12"DEEP M MAX MAXIMUM THR THRESHOLD 2,000,000 psi In Modulus of Elastidity,E finish grade. D 0 DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building fine unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFFL MANUFACTURER TR OR TFIN TRANSOM(WINDOW) C) DET DETAIL MH MANHOLE D.F. DRINKING FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER e- VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior DH DOUBLE HUNG MIR MIRROR TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DLAM DIAMETER MISO MISCELLANEOUS TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMENSION MLD AAOULDWG LIC UNDERCUT(DOOR) 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. D.L. DEADLOAD MM MILLIMETER UNF UNFINISHED Plate Institute. The water department shall make the connections. DN DOWN(STAIRS) MMB MEMBFvkNE U U.N.O. UNLESS NOTED OT1­IERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY LIJ D.P. DAMP-PROOFING M.O. MASONRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR VB VAN17YBASE M 2. Y,'fi�.h density T&G,Plywood subtloor glued and nailed. Panel Span rating shall be APA DRY DRYER MACHINE MR8 MARBLE V V.B. VAPOR BARRIER M 24/3 , Exposure 1,with seated edges. install per manufacturers!Spacing and edge DS DOWNSPOUT MTL METAL VB36 36*WIDE VANITY BASE recommendatiorm F. Water service shall be 1*minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL HiMil D.T. DRAINTLE MULL MULLION OR MULLED VIN (SHEET)VNYL DTL DETAIL V.S. VEGTABLE SINK DW DISHWASHER N/A NOTAPPLICABLE V.T. VINYL TILE C/3 3- Y47 underlayment(minimum)under vinyl or tile on wood fram flm systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N N.LC. NOT IN CONTRACT LLI showers. DWR DRAWER NL NAILABLE W3630 361W X 30"H WALL CAB FE NOM NOMINAL < UJ 4. Mln%,"high density O.S.B.wood roof sheathing with'i-I'dips.APA panel span rating shaill EA EACH N.T.S. NOT TO SCALE W W WIDE OR WASHING MACHINE be 24/0,exposure 1.with seated edges.Install per manufacturers!spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET E.F. EACH FACE WO WOOD recommendations. IMPORTANT NOTE: E.J. EXPANSIONJOINT OA OVERALL WF WIDE FLANGE(STEEL BEAMI) 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRr,(AL) O.CAB. OVERHEAD CABINET WI WROUGHT IRON UJ ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W1 W10 WITH OR WITHOUT U) E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTK)NAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALLTOWALL ATTIC VENT CALCULATION F. Minl/,�exterior grade plywood or OSI3 wood sheathing behind all masonry veneer,dryvit WWM WELDED WIRE MESH panels and cedar siding.See elevations for locations. G. Pressure treated lumber to be used where wood is in contact With concrete and for 2x4 mud SYMBOLS FORMULA: sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF H. Exterior deck construction shall be with pressure treated lumber with dimensions as CEILING Indicated on the plans. EARTH , �?11 '+H PLYWOOD *144 SQ. IN. = 1 SQ. FT. ELEVATION KEY OR SECTION KEY - BLDG. CEILING (SF) X 144 = BLDG (SQ. IN.) SHEET NUMBER ]ii TI 71 il INSULATING SHEATHING SAND OR GRAVII FILL FL7 BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT. REQUIRED WOOD STUD PARTITION BATT INSULATION SQ. IN. OF VENT REQUIRED 2 50% AT RIDGE & 50% AT DETAIL NUMBER OR SECTION KEY EAVES U) SHEET NUMBER 3-20 WOOD POST OR 2-2X6 2 '4- R IGID INSULATION UNLESS OTHERWISE NOTED 6 BRICK WATER CLOSET a Mal C�fl Z 0 -C F, I­ CONCRETE BLOCK AREA TABULATION CD CEATERLINE F777771 MAIN FLOOR PLAN 1274 SQ.FT. CONCRETE A4 TUB/SHOWER HB C+_ HOT BIBB (FREIEZE PROOF) SECOND FLOOR 1492 SQ.FT. CD STONE GAS LINE STUB C9 LAVATORY TOTAL AIC AREA 2766 SQ.FT. a. CD STEEL 411 0 PEN4Y LANAI 135 SQ.FT. PERPENDICULAR DIMENS10NAL LUMBER DOUBLE SINK FRONTPORCH 114 SQ.FT. PLATE BLOCKING GARAGE 555 SQ.FT.- r JOB NO. 04-Bl-0027 SINGLE SINK SELLERS RESIDENCE ROUND OR DIAMEIIER FINISH GRADE WOOD TOTALAREA 3570 SQ.FT, LOT 21 HIDDEN PARADISE SHEETTITLE SHEET GENERALNOTES A1 . 1 L E ca E :5 8 tj P Ls Z5 E F- Sell R d ers esi ence Jacksonville Beach, Florida OD CD C� C6 0 CM w co CD BESTCON Homes co .5 co C " A 0 '0 cc Cn 0, >- 005'� 40 -U -5 -= cu ui 11111 Li Lu Lu Lu Cf) L 7 It r., ui U\ M Ir �r U) C\j ui uu JAN 0 4 2004 1 CV C" C! co a. LL cL JOB NO. 04-81-0027 A I-DINU I;Pfrl PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE 0 20 5 SHEET TITLE SHEET tz REAR AND LE" A 0.0 ep ELEVATIONS