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PARADISE CIR 931 315-11 - 2M 3:58PM BESTC04, Inc. No-0814 P, I FROM ICLARW4 a P6SOCIATES FW NO. '-904 3% 26X) JPIAP SHOWDVG PLOT PINAN OF LOT 3. AS SHO —ON MAP OP PARADISE PRESERVE AS RECOROED W PLAT amw C7-PAOCIS 31 THRWGW PC OF THir pUML#C ItCCORDS Or VUVAL CQL*-". pLoroo,,., FOR: HZS=N, L)W, MC G-SHOW Ott R*4r-Cf-WAY LMC HEREON fS ME UK AS 2" ON TW,#90W KNPONED PLAT, Lor ,4?,5A: 6,16�2 50, ,,cr LECEND; OA. uw aw smxr at* wotr a" L)U,-rOAI 1,fZ,4A1,6 or/Ve UK OAN TOM SM7 WWAMP WALWT ow o0ft%r PALO T?A 7 "C" - LANDS PE & SUFFFR WAQWUA S89049'100E 55.00 0 CAA~ SIJFFFRI Vt )(7) 40 -L.. A Mxr.—- lu MM%A X, LOT 3 It lvow-w"ma Or) LMAJ Lu "61 7.MWr Low 0 PAM Oft MVW 04 I nw W,� V) r "A N A^ '9ES-TA COVC* GARAGE LEFT FF. EL.=(72.1) N 2VLV kf�, p 4,0- MEW b A PC 50,24. Ir 050`2 IMW 5A 6&52' pr tt)o cf-iA T -5 Ark=- PARADISE CIRCLE (PRIVATE 50' R/W) 931, 8-17-04 REWSED PLAN M r,.aR4r,& LEF7- WIL, rfle LOT 3HM KREON AMWM-ro ULF VAT�M FLOW zcw; y AM WOM 0"Vme rLoM WL3URAha ItAX 11REPARE0 bvi MAP,0MAWNITY PANEL NO, 12W?7- GWID . OAIXO A-17-0. CIAMSON AhoAMCKME&TES. MM na,Tr Xjl Y 2 PROFESSIONAL LANO SURVEYORS 1 2004. 1041 MAUX) AWNUZ. SCALE.--1L.M_2C�- 4ACKSMMLLC, FL.. 32207 Received Time jan-11 . 1:1 2PM DEARIN6 UK MHEDULL LEDGER 24-8-14 7'-Q" 7 0 4,-Qj- �46 EN51NEF-RING, INC* cn N I I , -N OAK Q-VD, C2 -.3 J$CKS0fAVII,LE, FLOR DA 32257 FL. CERT. OF AVTHQF IZATION No.970 CNN c7m APPROVED L] APPROVED AS NOTEU r Tnj E103 Ll NOT APPROVED Tv py DA AN-L2o 04 m;�O-j v erm-IM CJ04 pi 39476 LOUIS J, 13;%Vli�l , P.E. M E101 sziop iLitnmlngs is onlV ki tj f9f cgnfQip�411oia �vll C, -,'%Nncflpt Of lotlave tho the proil�qlafw &M, , oRgipgey 61; rz4P�js�:4,,'Jy tot any deviatl(A EJr01 tr9m thq T26 Mqnts nor fro.,X11 mq!�MOQV f0t WTQ(4 40 T27 1)w"To dii A=W1rd"I ot LL 11AIR"WWANCIMP I Eirw TX 2)ALL WHE6 MftWM 10199515 NU VALLEYM W"CE MILMLY 99L= E102 omp 10 WTAIL VM M p v- P! v P! v r!! v- P! P! V v PrA I)ALL VALLEYS ACE W W-UINEWINIMLY of ED -rc wItku Ity axim 4)ALL TR%S ARE KIMNM FIR foz Ming SlicA Fri 2ME EJ� mAmm-Rmm.mm mmmfwf F, 1)ALL WALL5'21711N ON 11AMIDIT nm Aw cappm To a wo EY02 %AW&%U%#W"WO &)SY42 WWAS MM CE WALLED T21 W%InIE tffl KNfi UP. EID7 7�"tow TIM Mmm To of mrm twomman"W" m am RM m1ar,To of mrsm EJ01 A)VA" ej 4m fulm:rm"HILA""111 E,TD1 Firol LNBuilders FirstSource EID7 Bunnell TAX -�9" =2 J4ck"nvrlla C102 FHME:404-"JNM00 FAX:W+-7MIW3 Lake City Q03 PHOKE!3&G-?WP6-fi8q* TWO Wfi-7W-74r,15 Sanford MALPEE 15EW-GON lo 7.-0 UmAlk-A! WL; In! 5(P-15TA COVE NT5 0+ R"mom E:i 9-1-2 mu� "It sw w 3w Em W&lw low mw "d 7-9-6 .......... ------ ----------- - T-T=suk e� t"o ,ra-r. w %1vuas"-6 30's4 'Lie OIL=T ME WIT=0 24'O.C. ..........— to Mv AIX a0hil Val .................... .......... ........ MCI UUZUK 0. & T'. ... .......... .............................................................................. H LJG ENGINEERING, INC. 9610 BROKEN OAK BLVD. 2 JACKSONVILLC, FLOR02A 32257 FL, CERT. O.c ikt,'TFICA62ATION No. 9784 J==jL==L 2 ---V!F Z w -W D:SPOSITION 0 WNHE ad ;K EJ APPI�ov-a)AS NOTED Uj NOT APPj,.:)v.---,) 0 by u DA TE 2001 LU JtL L_ 39/176 < j. cf�z 1. p loe coofoarzo1z" vj; is only w tile of r' ';;tv for 3n:.o a , (40 the co-ract 4,-,cu- -ty br erfois or W j C) > C0 z 0 LL SHET OF LLD Siesta Cove '13 1 8 1 1 16=ml Jacksonville Beach, Florida 1 � ,Sgg4 I "I CM a 6 0 LU BESTCON Homes fu ........ ............ ..... -- --------- fu ............ ............. .................. FILE Cap y ---------- ................... Cn . ......... J I I I A E $ 1� LL. . E 0 .9? 0. U. Clty"O'F APLIO�VF[) BUILDINQ Tic REACH JOB NO. 04-BI-0040 Siesta Cove SHEET TITLE SHEET COVER SHEET FIL E Copy A0.0 eriods only used on one word abbreviations, if the abbreviation E is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET INDEX Periods are usually used when abbreviating multiple words, unless they 98 1.2 P-P GENERAL NOTES 4D ABBREVIATIONS are very common without periods; e.g. AFF, HVAC, R/A, and WWM. E A.B. ANCHOR BOLT FAB FASTEN(ER) PAR PARALLEL MJ 1. All work performed shall comply with all applicable Local and Suds Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK 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. PRE CAST CONCRETE ACC ACCESS F.D FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.0 COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TLE(CLG) F.E FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F FINISH FLOM(LINE) PERI PERIMETER A.D. AREADRAIN F.G FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 2. Minimum Design Loads: B. Install#15(min.)left under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERALNOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P,LAM. PLASTIC LAMINATE 10 P.S,F.Dead Load C. Nails only to be used for root shingle attachment. ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLA FLOOR(ING) PNL PANEL C'4 N. A.H.U. A IS HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) ROOF: 40 P.S.F.Me Load AL ABOVE LANDING FN FENCE LAYOUTS 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PA[A(OF) ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN 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. Down spout to be 4' 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 ARCH, ARCHITECT(URAQ FPL FIREPLACE P,T_ PRESSURE TREATED(WQQD) A2.1 MAIN FLOOR PLAN ASPH ASPHALT FA FRAME(D)(ING) PV PAVE(D)OF;PAVING A.T, ASPHALTTILE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND LEVEL FLOOR PLAN 3, CONCRETE 6. INSULATION AUTO, AUTOMATIC FTG FOOTING PVMT PAVEMENT AVG AVERAGE FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils corditions on A. Provide 13-11 (Min.)baft insulation in all exterior walls and R-1 9(minimum)blown insulation each lot. The Architect does not warrant or guarantee this building design in kmations (or batt and Nown insulation)in all ceilings or rafters adjacent to the exterior or to unhealed B36 36'WIDE BASE CAS. CA GAUGE O.T. OUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS where Inadequate soils or landfill occurrences require special or additional design for spaces,plus R-,I 9 at exposed floors. All Insulation to meet HUD minimum property spacs. B SO 130ARD G G.B. GYPSUM(WALL)BOARD a BF BI-FOUD(DOOR) G.C. GENERALCONTRACTOR A RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS structure or gas mitigation due to these occurrences. R-1 1 batts at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R R/A RETURNAIR BLKG BLOCKING G.O.O. GARAGE DOOR OPENER A.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING ON GROUND FAULT INTERRUPTER RAD RADIUS an BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soll conditions,gas aftation BLKG BLOCKING GL.BK. GLASS BLOCK A.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the BM BEAM 0.1. GALVANIZED IRON REFR REFRIGERATOR responsibility of the*Builder-Developer"or ire subcontractors involved with the design and 7. DRYWALL S.M. BENCH MARK OT GROUT REO REQUIFIED DETAIL SHEETS installation of such;and the Architect shall not be hold liable or responsible for their BP 81-PASS(DOOR) RES RESILIENT Implementations. A. All walls to have/;gypsum and all coiling to have gypsum orY�coiling board unless BAG BEARING 47H 4L-HIGH(WALL) REV REVISION(S).REVISED ADA FOUNDATION & WALL SECTIONS I F!kb.0 BAK BRICK H HB HOSE BIBB REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HID HEAD OR HARD R.J.B. RE IN FORCED JUNCTION BOX AD.2 ROOF SECTIONS B. Use water resistant gypsum board for exposed walls and coiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLO RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE AD-3 MISC DETAILS per local codes or specific soil conditions,whichever is more restric". BVL BEVELED How HARDWARE AM ROOM B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING AD.4 MISC DETAILS H.M HOLLOW METAL R.O.W. RIGHT OF WAY 8. INTERIOR TRIM AND FINISHES to be selected by oonbactor. CAB CABINET HORZ'HORIZONTAL R&S ROD AND SHELF(S) AD.5 MISC DETAILS C CA. CATCH BASIN HR HOUR 0. Soil test must be approved by Goo technical Engineer prior to looting pour. GEM CEMENT H.A. HALF SOUND(WINDOW) SC SOLID CORE(DOOR) CER CERAMIC 9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGWENTILATIN&AIR GONO. SIEC SECTION LL shall be placed on firm,undisturbed soil 3*-6'minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET 0 L-L reinforce concrete footings and poured concrete walls as required for specific soll conditions C.I.P.CONC. CAST-IN-PLACECONC. SF.GL. SAFETYGLASS ELECTRICAL or local codes,whichever,is more resVictive. B. Door and window infiltration shall be in accordance with local ordinance mid shall meet CIR CIRCLE :.B' IRONINGBOARD S.G.D. SLIDING GLASS DOOR performance swndards ANSIIAAMA 101-88 for metal windcws DH-C40 for vinyl Windows CIRC CIRCUMFERENCE D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR > F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 SECOND LEVEL ELECTRICAL PLAN CUR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT 6. G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) JT JDINT $PC SPACER encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below eJab. C.O. CASCDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash.sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST� STAINLESSSTEEL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STO STANDARD H. Provide Isolation joint material(asphalt Impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL 10. MECHANICAL&ELECTRICAL CONST CONSTRUCTION LAM. LAMINATE(D) STR STRUCTURAL CONT CONTINUOUS 80 SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK) SUS SUSPENDED 1. Provide'Zip Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER LIV LIVING I DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min.)20 circuit,100 amp,110 volt. GAS COUIRSE(S) L.P. LAMINATED PLASTIC T T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED G.ST. CA$T$TONE L.T. LAUNDRYTUB TC TERRA GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to orexcooding the C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B, Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE exterior. CY CUBICYARD TEL TELEPHONE 2 12'D 12'DEEP M METER(S) THK THICK(NESS) M MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE 2800 psi in Bending.Fb DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION I F 85 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent B. Unless otherwise noted,all dimension framing lumber shall have an allows*bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY I F stress+815 p.s.i.,(1000 psi repetitive)or boner. D. Provide main sewer clean out within 6-0'inside or outside of the building lins unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W, TOP OF WINDOW otherwise. DEP DEPRESSED MFA. MANUFACTURER TH OR TAN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous condvft shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION 1p e IDH DOUBLEHUNG MIR L41RROR TYP TYPICAL remote water motor reader at a location to be approved by the Water Department. The DIAM DIAMETER MISC MISCELLANEOUS 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 MUD MOULDING Ucl UNDERCUT(DOCIR) a building in accordance with commentary and recommendations as published by the Truss and installed by,the electrical contractor,The cable shag be copper and a minimum#Ia. D.L. DEAD LOAD MM MILLIMETER U UNF UNFINISHED Plate Institute. The water depairtment shall make the connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE To FACE OF MASONRY D.P. DAMP-PROOFING M,O. MASONRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACIE OF STUD. OR DOOR MOD MODULAR VB VANITYBASE 2. Y4"hi h density T&G,Plywood sub floor glued and nallod. Panel sw raft shall be APA DRY DRYER MACHINE MRS MARBLE V V.B. VAPOR BARRIER 24/7 Exposure 1,with seated edges. Install per manufacturers!spacing and edge DS DOWNSPOUT MTL METAL VB36 38'WIDE VANITY BASE :1 ILLL� recommendations. F. Water service shall be 1"minimum I rorn each exterior shut off valve. D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.5. VEGETABLE SINK OW DISHWASHER /A NOT APPLICABLE V.T. VINYL TILE co 3. Y4"underlayment(Minimum)under vinyl or tile on wood frame floor systems. 0. All shower head heights to be 80"A FF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N N.C. NOT IN CONTRACT LLA showers. DWR DRAWER NL NAILASUE W36W 36*W X 3TH WALL CAB NOM NOMINAL W W WIDE OR WASHING MACHINE 4. Min!Y,,*high density O.S.B.wood roof sheathing whh'H'cbps.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufaclurerV spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD V400D recommendations. IMPORTANT NOTE: E.F. EACH FACE OA OVERALL WF WIDE FLANGE(STEEL BEAM) Cn E.J. EXPANSIONJOINT 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER WA. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) 0,CAS, OVERHEAD CABINET WI WROUGHT IRON 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. EO EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W/W/O WITHORWITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAF7ERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop dmwings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST 088 ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION F. MinY,,*exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvft WWM WELDED.WIRE MESH panels and cedar siding.See elevations for locations. FORMULA: G. Pressure treated lumber to be used where wood Is In contact with concrete and for 20 mud SYMBOLS sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior dock construction shall be with pressure treated lumber with dimensions as PLY *144 SQ. IN. = 1 SQ. FT. indicated on the plans. EARTH WOOD BLDG. CEILING (SF)X 144 = BLDG (SO. IN-) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING SQ, IN. OF VENT REQUIRED 2 50%AT RIDGE 8t 50%AT EAVES z WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2XIS RIGID INSULATION UNLESS OTHERWISE NOTED BRICK WATER CLOSET it ANGLE 171---7_1�1 AREA TABULATION [,,,_'X" CONCRETE BLOCK CENTERLINE CONCRETE HB TUB/SHOWER MAIN FLOOR PLAN 1385 SQ.FT. HOSE BIB(FREEZE PROOF) LL SECOND FLOOR 959 SQ.FT. _dz; 4 6wa STONE CN GAS LINE STUB LAVATORY TOTAL A/C AREA 2344 SQ.FT. S W E TEEL 0 0.2 PENNY FRONTPORCH 199 SQ.FT. DIMENSIONAL LUMBER DOUBLE SINK LANAI 1 112 LANAI 2 135 SQ.FT. PERPENDICULAR BLOCKING GARAGE 505SQ.FT.- JOB NO. 04-BI-0040 PIATE 61 SINGLE SINK TOTALAREA 3295 SQ.FT. Siesta Cove ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES I A1 . 1 L MA r MAIN FLOOR NOTES 2 [NOTE—FLOOR] -9 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS ju ARE 3 1/2" ROUGH. a 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xi 2's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 641-011 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE 6.011 481-011 si-on ------------- NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION IN 104 In 41-811 1-511 21,711 VIA BEAMS, POSTS AND/OR SOLID 21-711 91-6" 21-41' 4'-5" w C6 BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE a w OF STUDS UNLESS OTHERWISE NOTED. w Lo 7. ALL TRUSSES TO BEAR ON EXTERIOR Z) iu> WALLS AND/OR GIRDER TRUSSES UNLESS 2 X 6 WALL OTHERWISE NOTED ON FOUNDATION PLAN. 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, 71-0" SHOWER W/ROD HANGERS&SET SPACING FOR ALL B"SQ FRAMED 3060 3060 2030 H HB 8"SQ.COWMN(TYP) TRUSSES. COWMNS(TYP.) 9. WINDOW SUPPLIER TO VERIFY AT LEAST H 11 A�l ONE WINDOW IN ALL BEDROOMS TO HAVE 84"Ai 84"AiI 72 lay WITH MIN. DIMENSION OF 24"IN HEIGHT AND 2868 L------ ------- OPT.SHELVI JG 20"IN WIDTH; SILL HEIGHT NOT GREATER OPT.SHELVI�G THAN 44*ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS V) (ABOVE 8'-1-)TO UNDERSIDE OF ROOF 0 OPT.GAS FIREPLACE SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-O"VERTICALLY IN WALLS>8'-1". r4 51.011 2'-6' Sul 51-011 21-6" + uq 11. ALL HANDRAIL BALUSTERS TO BE Ix 1 1 5 SPACED SUCH THAT A 4"SPHERE CANNOT In FLEX BEDRM, 3,, 1 A PASS BETWEEN BALUSTERS. cy Lm 12. ALL ELECTRICAL AND MECHANICAL CID RONT 9'-0"CLG. r1j 4- to W -Q� C? 91-011 CLG. 11 BATH EQUIPMENT& METERS ARE SUBJECT TO 14'-0"x IT-9" RELOCATION DUE TO FIELD CONDITIONS; 8'-0"x 11-0" ORCH 7 7'-9n CLG. CONTRACTOR TO VERIFY. C94 311 CN 81 T-O"CLG. 9'-O"x 13'-! D/S —I I 1 13. FOR ADDITIONAL NOTES SEE GENERAL -011 x 20'-0" ------ 2068 NOTES ON TITLE SHEET& DETAILS. U- V GREAT ROOM cs — D/S 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE -cc 9'-0"CLG. r-- III co r 18'-9"x 19'-0" 96"ABOVE FINISH FLOOR(U.N.O.). 7-0" ui 8"S( .FRAMED 3060 15. WINDOW MANUFACTURER TO TEMPER ALL C4 1868 H WINDOWS 2'WITHIN DOORS,OVER TUB& COU MN 84'AJIF § SECOND FLOOR ABOVE SHOWERS 7 WINDOWS WITHIN 18"OF THE a- FINISHED FLOOR. 44ow, 2--6,4m 16. AL:ABOVE LANDING OPT.WOOD STARTING TREAD 9'-Y'CLG. fv M �-O'CLG. L.�i::3 H 1 84�AJF 2'-6W 2-7- Ln 221-0" 61-11" Lo Lo I I I I 3068 1-L VENT DRYER 4F-2W61-611 d6"L. THRU SLAB At z en 0 1? 151 DINING ROOM 2, LL D/SP 9'-Om CLG- __j 10'-O"x 12'-0" 40"h WALL W/12"BARTOP TILITY t 8'-O"CLG. 1,-6"x 6-6" 2868 21-7r" 2111 rr---------------- --------- w I I I MCI== 1 SECOND FLOOR ABOVE DIS 1 48"BEC 30605H 24" 1 42" 248 FACE 8,1"Af F 3"SPACER] D/W 2-CAR GARAGE rn 91-011 CLG. 77------T 20'-0"x 20'-0" 3.5"SPACER E� H: F70 KITCHEN 91 9'-0"CLG- H3 1 1 X 16 15-9"x IT-9" o C31= 91,n SECOND FLOOR ABOVE SECOND FLOOR ABOVE 48"BC ILI- 91-01 CLG. i(Y-00 x 13'-g" 1811 21"F r1i co co RANGE W/ 2 ED-- MICRO HOOD f,, -7, ke if L/S 1 4211 11 1 42" 11 S cn OHC OFIC In (12)8'GU SS BLOCK @ 54"A.F.1 HB 8"SQ FRAII,IED —j COWMNS(TYP.) �OPT.21� W1 42"N 42n C) Nn 6-8�" 81-411 2'-0" 51-311 2'-7" V_ 91-1011 31-2�11 421-113�1' 81-0" 641-011 zoo MAIN FLOOR PLAN SCALE: 1/4*=l'—O" AREA TABULATION u-_ MAIN FLOOR PLAN 1385 SQ.FT. 0 SECOND FLOOR 959 SQ.FT. -oil TOTALA/C AREA 2344 SQ.FT. JOB NO. 04-Bl-000 FRONTPORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANA12 135SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET TOTALAREA 3295 SQ.FT. MAIN FLOOR PLAN A2. 1 MAIN FLOOR NOTES r. [NOTE-FLOOR] a 1. WINDOW GRILLS ARE STANDARD IN FRONT Mu AND SIDE ELEVATIONS AND REAR g ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS &- A f 8 ARE 3 1/2"ROUGH. 15 Cp > . 3. ALL ANGLED PARTITIONS ARE 45 .4,a m DEGREES UNLESS OTHERWISE NOTED. C. I I ! f 4. PROVIDE MINIMUM 2-2xl 2's w/1/2" 23 u PLYWOOD FLITCH PLATE AT ALL EXTERIOR L WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. lei 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOAD$ SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID c1j IT BLOCKING. '06 461-9,�ll 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 131-81' OF STUDS UNLESS OTHERWISE NOTED. w 51.811 21-411 51-811 13'-8" 7. ALL TRUSSES TO BEAR ON EXTERIOR 0 WALLS AND/DR GIRDER TRUSSES UNLESS iu' ir V-10" 6-1011 OTHERWISE NOTED ON FOUNDATION PLAN, 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, Ina HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST V) ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO.FT. 0 WITH MIN. DIMENSION OF 24"IN HEIGHT AND m 203 FG 2 FG 2030 20" IN WIDTH; SILL HEIGHT NOT GREATER 1 0 AJH THAN 44"ABOVE FLOOR. IT tL 31A L _1 j, 8411 16-11/2"PLT .11 10. BALLOON FRAME ALL EXTERIOR WALLS L 2XI5 (ABOVE 8'-1")TO UNDERSIDE OF ROOF SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-0*VERTICALLY IN WALLS>8'-1 11. ALL HANDRAIL BALUSTERS TO BE cr. SPACED SUCH THAT A 4"SPHERE CANNOT zo r% Lu to F PASS BETWEEN BALUSTERS. z cm 12. ALL ELECTRICAL AND MECHANICAL EQUIPMENT& METERS ARE SUBJECT TO w LANDING 81.911 RELOCATION DUE TO FIELD CONDITIONS; VAULTED z 12'-9"x C4 12'-9" x 8'-9" CONTRACTOR TO VERIFY. bE uj M 0 1;, F_ 13. FOR ADDITIONAL NOTES SEE GENERAL > UJ NOTES ON TITLE SHEET& DETAILS, -5- .1 g — 4 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE U. Fn rs 96"ABOVE FINISH FLOOR(U.N.O.). I — — — — — — — — — — -- 2xb 15. WINDOW MANUFACTURER TO TEMPER ALL ZX6 I I w Cq ir 16-11/2"PLT V PONYWALL ABOVE WINDOWS 2'WITHIN DOORS,OVER TUB& ch .6 ------------- NOSE OF TREAD W/ SHOWERS 7 WINDOWS WITHIN 18"OF THE 42m HANDRAIL FINISHED FLOOR. ;,j 16. AL:ABOVE LANDING 01 0 L? /8`1 PLT. 91-1-1 91-1-1/80 PLT. _4 1 51-334- 9'-Ou CLG.3'4�" 280 x VAULTED T-5" 6n FROM 9' VAULTED 4`4� FROM 9' C�p Its- 915 BEDROOM 2 r. CD MASTER SUITE 2 en 13'-9"x 11'-9" D/S 17-9�x 11,4, F_ _1 9'-0"CLG. F_ -1 ;r - - - - - - - - - - - - - - - - - - 1== W_� ?4j r- 9 _�F — — — — L _J 4!-4Y2" L _J [�D Rr 12"X 12"FLAT--/ 12"X 12'FLAT 13'-8" FOR CLG.FAN FOR CLG.FAN AT - 9 1.0 Ln "CLG, 5 SH 2068 PKT fn c% VAULTED 5`41 LINEN VAULTED FROM 1Y FROM 9' TOWER low 4 0... 'r 20(8 PI(T SCALE: 1/4"=l'-O" z J. Pk) !p 0 9,-m/8'PLT. 9'-1-1/8"PLT. uj fu LL OLE T -6Y2" -0"CLG. 9' 9-0"CLG. BID SH E 9"1 CLG. a6 H NCL 7-6`1 x 161-6 to fu LA - - - - - - - - - - - Lf LRts DBL RIS -V Ab x 17r-= I A 8"GLSBLK -48"x48" 9'-1-1/8!'PLT. cn I.AFF OPTIONAL VALVES SHOWER HEAD 51 j 71-611 1 41-91' 1 &.90 I C) 261-01' SECOND FLOOR PLAN- SCALE. 1/4"=l'-Ow E AREA TABULATION top —A MAIN FLOOR PLAN 1385 SQ.FT. SECOND FLOOR 959 SQ.FT. TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-81-OW FRONTPORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. - GARAGE 505 SQ.FT. SHEET TITLE SHEET SECOND FLOOR PLAN TOTALAREA 3295 SQ.FT. A2.2 L eriods only used on one word abbreviations, if the abbreviation E is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET INDEX Periods are usually used when abbreviating multiple words, unless they 98 1.2 P-P GENERAL NOTES 4D ABBREVIATIONS are very common without periods; e.g. AFF, HVAC, R/A, and WWM. E A.B. ANCHOR BOLT FAB FASTEN(ER) PAR PARALLEL MJ 1. All work performed shall comply with all applicable Local and Suds Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK 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. PRE CAST CONCRETE ACC ACCESS F.D FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.0 COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TLE(CLG) F.E FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F FINISH FLOM(LINE) PERI PERIMETER A.D. AREADRAIN F.G FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 2. Minimum Design Loads: B. Install#15(min.)left under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERALNOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P,LAM. PLASTIC LAMINATE 10 P.S,F.Dead Load C. Nails only to be used for root shingle attachment. ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLA FLOOR(ING) PNL PANEL C'4 N. A.H.U. A IS HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) ROOF: 40 P.S.F.Me Load AL ABOVE LANDING FN FENCE LAYOUTS 10 P.S.F.Dead Load D. Flash all roof to wall conditions. PR PA[A(OF) ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN 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. Down spout to be 4' 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 ARCH, ARCHITECT(URAQ FPL FIREPLACE P,T_ PRESSURE TREATED(WQQD) A2.1 MAIN FLOOR PLAN ASPH ASPHALT FA FRAME(D)(ING) PV PAVE(D)OF;PAVING A.T, ASPHALTTILE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND LEVEL FLOOR PLAN 3, CONCRETE 6. INSULATION AUTO, AUTOMATIC FTG FOOTING PVMT PAVEMENT AVG AVERAGE FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils corditions on A. Provide 13-11 (Min.)baft insulation in all exterior walls and R-1 9(minimum)blown insulation each lot. The Architect does not warrant or guarantee this building design in kmations (or batt and Nown insulation)in all ceilings or rafters adjacent to the exterior or to unhealed B36 36'WIDE BASE CAS. CA GAUGE O.T. OUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS where Inadequate soils or landfill occurrences require special or additional design for spaces,plus R-,I 9 at exposed floors. All Insulation to meet HUD minimum property spacs. B SO 130ARD G G.B. GYPSUM(WALL)BOARD a BF BI-FOUD(DOOR) G.C. GENERALCONTRACTOR A RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS structure or gas mitigation due to these occurrences. R-1 1 batts at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R R/A RETURNAIR BLKG BLOCKING G.O.O. GARAGE DOOR OPENER A.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING ON GROUND FAULT INTERRUPTER RAD RADIUS an BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soll conditions,gas aftation BLKG BLOCKING GL.BK. GLASS BLOCK A.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the BM BEAM 0.1. GALVANIZED IRON REFR REFRIGERATOR responsibility of the*Builder-Developer"or ire subcontractors involved with the design and 7. DRYWALL S.M. BENCH MARK OT GROUT REO REQUIFIED DETAIL SHEETS installation of such;and the Architect shall not be hold liable or responsible for their BP 81-PASS(DOOR) RES RESILIENT Implementations. A. All walls to have/;gypsum and all coiling to have gypsum orY�coiling board unless BAG BEARING 47H 4L-HIGH(WALL) REV REVISION(S).REVISED ADA FOUNDATION & WALL SECTIONS I F!kb.0 BAK BRICK H HB HOSE BIBB REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HID HEAD OR HARD R.J.B. RE IN FORCED JUNCTION BOX AD.2 ROOF SECTIONS B. Use water resistant gypsum board for exposed walls and coiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLO RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE AD-3 MISC DETAILS per local codes or specific soil conditions,whichever is more restric". BVL BEVELED How HARDWARE AM ROOM B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING AD.4 MISC DETAILS H.M HOLLOW METAL R.O.W. RIGHT OF WAY 8. INTERIOR TRIM AND FINISHES to be selected by oonbactor. CAB CABINET HORZ'HORIZONTAL R&S ROD AND SHELF(S) AD.5 MISC DETAILS C CA. CATCH BASIN HR HOUR 0. Soil test must be approved by Goo technical Engineer prior to looting pour. GEM CEMENT H.A. HALF SOUND(WINDOW) SC SOLID CORE(DOOR) CER CERAMIC 9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGWENTILATIN&AIR GONO. SIEC SECTION LL shall be placed on firm,undisturbed soil 3*-6'minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET 0 L-L reinforce concrete footings and poured concrete walls as required for specific soll conditions C.I.P.CONC. CAST-IN-PLACECONC. SF.GL. SAFETYGLASS ELECTRICAL or local codes,whichever,is more resVictive. B. Door and window infiltration shall be in accordance with local ordinance mid shall meet CIR CIRCLE :.B' IRONINGBOARD S.G.D. SLIDING GLASS DOOR performance swndards ANSIIAAMA 101-88 for metal windcws DH-C40 for vinyl Windows CIRC CIRCUMFERENCE D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR > F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 SECOND LEVEL ELECTRICAL PLAN CUR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT 6. G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) JT JDINT $PC SPACER encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below eJab. C.O. CASCDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash.sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST� STAINLESSSTEEL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STO STANDARD H. Provide Isolation joint material(asphalt Impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL 10. MECHANICAL&ELECTRICAL CONST CONSTRUCTION LAM. LAMINATE(D) STR STRUCTURAL CONT CONTINUOUS 80 SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK) SUS SUSPENDED 1. Provide'Zip Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER LIV LIVING I DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min.)20 circuit,100 amp,110 volt. GAS COUIRSE(S) L.P. LAMINATED PLASTIC T T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED G.ST. CA$T$TONE L.T. LAUNDRYTUB TC TERRA GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to orexcooding the C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B, Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE exterior. CY CUBICYARD TEL TELEPHONE 2 12'D 12'DEEP M METER(S) THK THICK(NESS) M MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE 2800 psi in Bending.Fb DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION I F 85 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent B. Unless otherwise noted,all dimension framing lumber shall have an allows*bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY I F stress+815 p.s.i.,(1000 psi repetitive)or boner. D. Provide main sewer clean out within 6-0'inside or outside of the building lins unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W, TOP OF WINDOW otherwise. DEP DEPRESSED MFA. MANUFACTURER TH OR TAN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous condvft shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION 1p e IDH DOUBLEHUNG MIR L41RROR TYP TYPICAL remote water motor reader at a location to be approved by the Water Department. The DIAM DIAMETER MISC MISCELLANEOUS 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 MUD MOULDING Ucl UNDERCUT(DOCIR) a building in accordance with commentary and recommendations as published by the Truss and installed by,the electrical contractor,The cable shag be copper and a minimum#Ia. D.L. DEAD LOAD MM MILLIMETER U UNF UNFINISHED Plate Institute. The water depairtment shall make the connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE To FACE OF MASONRY D.P. DAMP-PROOFING M,O. MASONRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACIE OF STUD. OR DOOR MOD MODULAR VB VANITYBASE 2. Y4"hi h density T&G,Plywood sub floor glued and nallod. Panel sw raft shall be APA DRY DRYER MACHINE MRS MARBLE V V.B. VAPOR BARRIER 24/7 Exposure 1,with seated edges. Install per manufacturers!spacing and edge DS DOWNSPOUT MTL METAL VB36 38'WIDE VANITY BASE :1 ILLL� recommendations. F. Water service shall be 1"minimum I rorn each exterior shut off valve. D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.5. VEGETABLE SINK OW DISHWASHER /A NOT APPLICABLE V.T. VINYL TILE co 3. Y4"underlayment(Minimum)under vinyl or tile on wood frame floor systems. 0. All shower head heights to be 80"A FF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N N.C. NOT IN CONTRACT LLA showers. DWR DRAWER NL NAILASUE W36W 36*W X 3TH WALL CAB NOM NOMINAL W W WIDE OR WASHING MACHINE 4. Min!Y,,*high density O.S.B.wood roof sheathing whh'H'cbps.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufaclurerV spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD V400D recommendations. IMPORTANT NOTE: E.F. EACH FACE OA OVERALL WF WIDE FLANGE(STEEL BEAM) Cn E.J. EXPANSIONJOINT 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER WA. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) 0,CAS, OVERHEAD CABINET WI WROUGHT IRON 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. EO EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W/W/O WITHORWITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAF7ERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop dmwings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST 088 ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION F. MinY,,*exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvft WWM WELDED.WIRE MESH panels and cedar siding.See elevations for locations. FORMULA: G. Pressure treated lumber to be used where wood Is In contact with concrete and for 20 mud SYMBOLS sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior dock construction shall be with pressure treated lumber with dimensions as PLY *144 SQ. IN. = 1 SQ. FT. indicated on the plans. EARTH WOOD BLDG. CEILING (SF)X 144 = BLDG (SO. IN-) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING SQ, IN. OF VENT REQUIRED 2 50%AT RIDGE 8t 50%AT EAVES z WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2XIS RIGID INSULATION UNLESS OTHERWISE NOTED BRICK WATER CLOSET it ANGLE 171---7_1�1 AREA TABULATION [,,,_'X" CONCRETE BLOCK CENTERLINE CONCRETE HB TUB/SHOWER MAIN FLOOR PLAN 1385 SQ.FT. HOSE BIB(FREEZE PROOF) LL SECOND FLOOR 959 SQ.FT. _dz; 4 6wa STONE CN GAS LINE STUB LAVATORY TOTAL A/C AREA 2344 SQ.FT. S W E TEEL 0 0.2 PENNY FRONTPORCH 199 SQ.FT. DIMENSIONAL LUMBER DOUBLE SINK LANAI 1 112 LANAI 2 135 SQ.FT. PERPENDICULAR BLOCKING GARAGE 505SQ.FT.- JOB NO. 04-BI-0040 PIATE 61 SINGLE SINK TOTALAREA 3295 SQ.FT. Siesta Cove ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES I A1 . 1 L MA r MAIN FLOOR NOTES 2 [NOTE—FLOOR] -9 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS ju ARE 3 1/2" ROUGH. a 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xi 2's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 641-011 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE 6.011 481-011 si-on ------------- NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION IN 104 In 41-811 1-511 21,711 VIA BEAMS, POSTS AND/OR SOLID 21-711 91-6" 21-41' 4'-5" w C6 BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE a w OF STUDS UNLESS OTHERWISE NOTED. w Lo 7. ALL TRUSSES TO BEAR ON EXTERIOR Z) iu> WALLS AND/OR GIRDER TRUSSES UNLESS 2 X 6 WALL OTHERWISE NOTED ON FOUNDATION PLAN. 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, 71-0" SHOWER W/ROD HANGERS&SET SPACING FOR ALL B"SQ FRAMED 3060 3060 2030 H HB 8"SQ.COWMN(TYP) TRUSSES. COWMNS(TYP.) 9. WINDOW SUPPLIER TO VERIFY AT LEAST H 11 A�l ONE WINDOW IN ALL BEDROOMS TO HAVE 84"Ai 84"AiI 72 lay WITH MIN. DIMENSION OF 24"IN HEIGHT AND 2868 L------ ------- OPT.SHELVI JG 20"IN WIDTH; SILL HEIGHT NOT GREATER OPT.SHELVI�G THAN 44*ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS V) (ABOVE 8'-1-)TO UNDERSIDE OF ROOF 0 OPT.GAS FIREPLACE SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-O"VERTICALLY IN WALLS>8'-1". r4 51.011 2'-6' Sul 51-011 21-6" + uq 11. ALL HANDRAIL BALUSTERS TO BE Ix 1 1 5 SPACED SUCH THAT A 4"SPHERE CANNOT In FLEX BEDRM, 3,, 1 A PASS BETWEEN BALUSTERS. cy Lm 12. ALL ELECTRICAL AND MECHANICAL CID RONT 9'-0"CLG. r1j 4- to W -Q� C? 91-011 CLG. 11 BATH EQUIPMENT& METERS ARE SUBJECT TO 14'-0"x IT-9" RELOCATION DUE TO FIELD CONDITIONS; 8'-0"x 11-0" ORCH 7 7'-9n CLG. CONTRACTOR TO VERIFY. C94 311 CN 81 T-O"CLG. 9'-O"x 13'-! D/S —I I 1 13. FOR ADDITIONAL NOTES SEE GENERAL -011 x 20'-0" ------ 2068 NOTES ON TITLE SHEET& DETAILS. U- V GREAT ROOM cs — D/S 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE -cc 9'-0"CLG. r-- III co r 18'-9"x 19'-0" 96"ABOVE FINISH FLOOR(U.N.O.). 7-0" ui 8"S( .FRAMED 3060 15. WINDOW MANUFACTURER TO TEMPER ALL C4 1868 H WINDOWS 2'WITHIN DOORS,OVER TUB& COU MN 84'AJIF § SECOND FLOOR ABOVE SHOWERS 7 WINDOWS WITHIN 18"OF THE a- FINISHED FLOOR. 44ow, 2--6,4m 16. AL:ABOVE LANDING OPT.WOOD STARTING TREAD 9'-Y'CLG. fv M �-O'CLG. L.�i::3 H 1 84�AJF 2'-6W 2-7- Ln 221-0" 61-11" Lo Lo I I I I 3068 1-L VENT DRYER 4F-2W61-611 d6"L. THRU SLAB At z en 0 1? 151 DINING ROOM 2, LL D/SP 9'-Om CLG- __j 10'-O"x 12'-0" 40"h WALL W/12"BARTOP TILITY t 8'-O"CLG. 1,-6"x 6-6" 2868 21-7r" 2111 rr---------------- --------- w I I I MCI== 1 SECOND FLOOR ABOVE DIS 1 48"BEC 30605H 24" 1 42" 248 FACE 8,1"Af F 3"SPACER] D/W 2-CAR GARAGE rn 91-011 CLG. 77------T 20'-0"x 20'-0" 3.5"SPACER E� H: F70 KITCHEN 91 9'-0"CLG- H3 1 1 X 16 15-9"x IT-9" o C31= 91,n SECOND FLOOR ABOVE SECOND FLOOR ABOVE 48"BC ILI- 91-01 CLG. i(Y-00 x 13'-g" 1811 21"F r1i co co RANGE W/ 2 ED-- MICRO HOOD f,, -7, ke if L/S 1 4211 11 1 42" 11 S cn OHC OFIC In (12)8'GU SS BLOCK @ 54"A.F.1 HB 8"SQ FRAII,IED —j COWMNS(TYP.) �OPT.21� W1 42"N 42n C) Nn 6-8�" 81-411 2'-0" 51-311 2'-7" V_ 91-1011 31-2�11 421-113�1' 81-0" 641-011 zoo MAIN FLOOR PLAN SCALE: 1/4*=l'—O" AREA TABULATION u-_ MAIN FLOOR PLAN 1385 SQ.FT. 0 SECOND FLOOR 959 SQ.FT. -oil TOTALA/C AREA 2344 SQ.FT. JOB NO. 04-Bl-000 FRONTPORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANA12 135SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET TOTALAREA 3295 SQ.FT. MAIN FLOOR PLAN A2. 1 MAIN FLOOR NOTES r. [NOTE-FLOOR] a 1. WINDOW GRILLS ARE STANDARD IN FRONT Mu AND SIDE ELEVATIONS AND REAR g ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS &- A f 8 ARE 3 1/2"ROUGH. 15 Cp > . 3. ALL ANGLED PARTITIONS ARE 45 .4,a m DEGREES UNLESS OTHERWISE NOTED. C. I I ! f 4. PROVIDE MINIMUM 2-2xl 2's w/1/2" 23 u PLYWOOD FLITCH PLATE AT ALL EXTERIOR L WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. lei 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOAD$ SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID c1j IT BLOCKING. '06 461-9,�ll 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 131-81' OF STUDS UNLESS OTHERWISE NOTED. w 51.811 21-411 51-811 13'-8" 7. ALL TRUSSES TO BEAR ON EXTERIOR 0 WALLS AND/DR GIRDER TRUSSES UNLESS iu' ir V-10" 6-1011 OTHERWISE NOTED ON FOUNDATION PLAN, 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, Ina HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST V) ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO.FT. 0 WITH MIN. DIMENSION OF 24"IN HEIGHT AND m 203 FG 2 FG 2030 20" IN WIDTH; SILL HEIGHT NOT GREATER 1 0 AJH THAN 44"ABOVE FLOOR. IT tL 31A L _1 j, 8411 16-11/2"PLT .11 10. BALLOON FRAME ALL EXTERIOR WALLS L 2XI5 (ABOVE 8'-1")TO UNDERSIDE OF ROOF SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-0*VERTICALLY IN WALLS>8'-1 11. ALL HANDRAIL BALUSTERS TO BE cr. SPACED SUCH THAT A 4"SPHERE CANNOT zo r% Lu to F PASS BETWEEN BALUSTERS. z cm 12. ALL ELECTRICAL AND MECHANICAL EQUIPMENT& METERS ARE SUBJECT TO w LANDING 81.911 RELOCATION DUE TO FIELD CONDITIONS; VAULTED z 12'-9"x C4 12'-9" x 8'-9" CONTRACTOR TO VERIFY. bE uj M 0 1;, F_ 13. FOR ADDITIONAL NOTES SEE GENERAL > UJ NOTES ON TITLE SHEET& DETAILS, -5- .1 g — 4 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE U. Fn rs 96"ABOVE FINISH FLOOR(U.N.O.). I — — — — — — — — — — -- 2xb 15. WINDOW MANUFACTURER TO TEMPER ALL ZX6 I I w Cq ir 16-11/2"PLT V PONYWALL ABOVE WINDOWS 2'WITHIN DOORS,OVER TUB& ch .6 ------------- NOSE OF TREAD W/ SHOWERS 7 WINDOWS WITHIN 18"OF THE 42m HANDRAIL FINISHED FLOOR. ;,j 16. AL:ABOVE LANDING 01 0 L? /8`1 PLT. 91-1-1 91-1-1/80 PLT. _4 1 51-334- 9'-Ou CLG.3'4�" 280 x VAULTED T-5" 6n FROM 9' VAULTED 4`4� FROM 9' C�p Its- 915 BEDROOM 2 r. CD MASTER SUITE 2 en 13'-9"x 11'-9" D/S 17-9�x 11,4, F_ _1 9'-0"CLG. F_ -1 ;r - - - - - - - - - - - - - - - - - - 1== W_� ?4j r- 9 _�F — — — — L _J 4!-4Y2" L _J [�D Rr 12"X 12"FLAT--/ 12"X 12'FLAT 13'-8" FOR CLG.FAN FOR CLG.FAN AT - 9 1.0 Ln "CLG, 5 SH 2068 PKT fn c% VAULTED 5`41 LINEN VAULTED FROM 1Y FROM 9' TOWER low 4 0... 'r 20(8 PI(T SCALE: 1/4"=l'-O" z J. Pk) !p 0 9,-m/8'PLT. 9'-1-1/8"PLT. uj fu LL OLE T -6Y2" -0"CLG. 9' 9-0"CLG. BID SH E 9"1 CLG. a6 H NCL 7-6`1 x 161-6 to fu LA - - - - - - - - - - - Lf LRts DBL RIS -V Ab x 17r-= I A 8"GLSBLK -48"x48" 9'-1-1/8!'PLT. cn I.AFF OPTIONAL VALVES SHOWER HEAD 51 j 71-611 1 41-91' 1 &.90 I C) 261-01' SECOND FLOOR PLAN- SCALE. 1/4"=l'-Ow E AREA TABULATION top —A MAIN FLOOR PLAN 1385 SQ.FT. SECOND FLOOR 959 SQ.FT. TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-81-OW FRONTPORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. - GARAGE 505 SQ.FT. SHEET TITLE SHEET SECOND FLOOR PLAN TOTALAREA 3295 SQ.FT. A2.2 L r AR 26 #21 M E SLOPE 314"x12" AT GARAGE DOOR —AV 1/2sx7"WEDGE ANCHOR 3 1/2'CONCRETE SLAB REINF. @ 3r O.C.W/2"x2"x1/8w wl 6x6xi all 0 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS 0 32"O.C. 3 112"CONCRETE SLA13 REINF. EXPANSION JOINT wexwohowm.m- W/6x6x10/10W,W.M. 3 1/20 CONCRETE SLAB REINF. V w/6400110W.W.M. to 0) d) 0 7 6 MILL POLY VAPOR BARRIER uj cl Lu 0) 6 MILL POLY VAPOR BARRIER COMPACTED EARTH 6 MILL POLY VAP 7 0) w COMPACTED EARTH OR BARRIER 6 MILL POLY VAPOR 13ARRIER (2)#5 REBAR CONT. COMPACTED EARTH 11.010 (2)#5 REBAR CONT. COMPACTED EARTH L #5 REBAR CONT. #6 REBAR CONT. V-15" 10 m 0 CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING (0 THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 10 SCALE: 3/4"=I'—O* 9 SCALE: 3/4"4—Ow SCALE: 3/4*=I'—O* SCALE: 3/4"=1'-0"` 9 cc 75 0 ca a: -6 j2 M Q CD > OVERLAP SLAB 1 112w HOLD HDR.BLK. TO OUTSIDE NAIL ROOF SHEATHING 1 1/2" (PER STRUCTURAL) IMPORTANT NOTE: TYP SLAB FIBERGLASS SHINGLES REFER TO ROOF PLAN AND 1/ZX7"WEDGE ANCHOR OVER 30#FELT OVER 7/16" EAVE DETAILS ON SHT @ 32-O.C.W/2'x2'xl/8' EXP.JOINT OSB BOARD OR 16/32"PWD AD.2 FOR ROOF PITCHES WASHERS @ 32"O.C. SHEATHING. FOR ALL HOUSES Lfi.. .,.ggggggggg.*1 E TYP.SLAB AIR BAFFLE BTW EA TRUSS 12 ............ E 3 1/2"CONCRETE SLAB REINF. ;m� TO MAINTAIN 1/2"MIN AIR STRAP FOR TRUSS W/6X6X10/10W.W.M. SPACE FOR VENT VARIES ANCHORAGE _aa lew (SEE STRUCTURAL) GALV. METAL O.H. 7 DRIP EDGE R-30 INSULATION AT CLG. TYPICAL FOUNDATION A . . - I _.-- _E-1 I ( t I I' TYPICAL FOUNDATION HE WRAPPED COMPACTED EARTH 6 MILL POLY VAPOR BARRIER (2)#5 REBAR CONT, 5/8"GYP. BD.CLG. I I A 1 11 ALUM.FASCIA e_ OVER 2X8 to I -it I PERFORATED IJ 1_1 VINYLJ ALUM. 1/2"GYPSUM BOARD SOFFIT ru STUCCO FRIEZE OC(MIN#2 2x STUDS@ 16 to E-E SPF) PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING P.T.2x PLATE STEMWALL FOOTING STEMWALL FOOTING 718"MIN,LIGHT CONCRETE FOOTING TEXT. STUCCO PORCH EDGE VENEER OVER 3/4"PLYWOOD GLUED 8,SCREWED rn INTERIOR BEARING DETAIL FOUNDATION DOOR MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR 7 6 5 VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE: 3/4"=I'—Ow SCALE. 3/4*=I'—Om SCALE: 3/4*=I'-O* 00 (SEE FLOOR TRUSS ENGINEERING) NAIL ROOF SHEATHING — 1 ST FLOOR TO RIM JOIST BY TRUSS MANUR IMPORTANT NOTE: (SEE FLOOR TRUSS (PER STRUCTURAL) 12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) FIBERGLASS SHINGLES OVER isn VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER 1/2"CEILING BID OR SIB"GYP.BD 30#FELT OVER 7/1 Big OS 8 BOAA R-D PITCHES FOR ALL HOUSES STRUCTURAL OR 1020 PWD SHEATHING. TYP P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE & 1/20 x 10"ANCHOR BOLTS AT 320 O.C. TO MAINTAIN 1/2"MIN STRUCTURAL) W1 2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. GALV.METAL 1/2"CEILING BOOR StS"GYP.BD TYP TYPICAL ANCHOR SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. FINISH 1* 4"CONC SLAB W/6X6XI 0/10 WWF FASCIA OVER 2XS BELOW OVER 6 MIL VAPOR BARRIER OVER z FINISHED PERFORATED PROVIDE MID-WALL BLOCKING FLAT d :5 TYPICAL SLAB FLOOR CLEAN,WELL COMPACTED,TREATED FILL VINYLI ALUM. SOFFIT WISE 0 JOINTS IN SHEATHING 1: IL 6 718"MIN. LIGHT TYP.VERT. STUC-00 FRIEZE TEXT. STUCCO 2x STUDS 0 16"OC(MIN#2 T SLOPE REINF. SPF) z GRADE 0 1 VENEER OVER I STORY., 2(r X 100 CONC.FOOTING W1 MTL LATHE AND P.T. PLATE w/ANCHOR "k, VAPOR BARRIER CD BOLTS PER S-, (2)#5 CONTINUOUS AND(1)#4 DOWEL KING FLAT AT CORNERSIOPENINGS AND 48N O.C. WISE 0 JOINTS IN SHEATHING U I I PROVIDE MID-WALL BLOC STRUCTURAL > -OR.(1)#5 DOWEL AT CORNERS/OPNG'S 71:1 TYPICAL FOUNDATION AND W O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS Q 16"00(MIN#2 SPF) 4"CONCRETE SLAB WITH w Z PSI. FIBER MESH OPTIONAL). U5 I=7- HEADER BLOCK. 6"x6"x1 0110 W.W.F.TYP.(3000 w ........... 7/8*MIN.LIGHT to (1)#5 CONT. TEXT.STUCCO LL (3)#5 CONTINUOUS AND(1)#4 DOWEL STRUCTURAL SLOPE GRADE 2 STORY: 24-X 10-CONC.FOOTING W/ P.T.PLATE wl ANCHOR BOLTS PER VENEER OVER AT CORNERS(OPENINGS AND 48"O.C. MTL LATHE AND AWAY ALL SIDES EE'l 1 4"CONCRETE SLAB WITH 6"x6"Al w 10 Lu 77' -OR-(1)#5 DOWEL AT CORNERSIOPNG'S VAPOR BARRIER Lu W.W.F.TYP.(3000 PSI.FIBER MESH VAPOR BARRIER AND9 Big O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). CL L$.. CL 24" TYPICAL FOOTING (MONOLITHIC OPT) HEADER BLOCK. (1)#5 CONT. E): BEND ALL DOWELS MINIMUM SEE STRUCTURAL FOR SIZE& (NOT IDES -1�11 � I SLOPE GRADE AWAY ALL S REINFORCING 2 0. ir AT TOP&BOTTOM,EMBED MINIMUM ........... JJOB NO. 04-BI-0040 N \N N,NX, N INTO FOOTING. .11/ w.111_VAPOR BARRIER ISTORY TYPICAL FOOTING(MONOLITHIC OPT) Siesta Cove SEE STRUCTURAL FOR SIZE& N\ REINFORCING STEMWALL FOOTING STEMWALL FOOTING SHEET 4 CURB DETAIL AT GARAGE 3 TYPICAL FOOTING 2 TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION FOUNDATION SCALE: 3/4*4-0'� SCALE: 3/4*=l'—Om SCALE: 1/2"`w1"-0" SCALE: 1/2"=10-0" DETAILS ADA L J Big Big I km Fw/ 1 I-it 06 (E�SCA 9SCAJ �,A CL r 2 rg . La 0.La w E .2 A �D t MIN ip L E —V WALL SIDING SHEATHING TYP.WALL CONST. SIDING .............. OVER LATHE AND DOOR FELT-SEE WALL WAY SECTION 1/2"STARTER STRIP "Y' -- 1. 1 2X4STUDS F.F ............ iu 1 X4 CORNER BOARDS CAP FLASHING PLACEMENT BY 1x8 PT DOOR WAYS -V TEXTURE FIN. ON FOUNDATION VA 0 EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT 10 9 SCA SCA LE: 1 1/2"=1'-0" SCALE: 1 1/2"=l'-O" LE: 1 1/2"=I'-Om 1 01 WALL REAR WALL OR SIDE WALL MOUNTED; 112"CLG BD OR I LAYER 2 GYP. BOARD ,M SIDE MOUNTED AT BACK SPLASHES,TYP. COUNTERTOP 5/8"GB W/6"BATT INSUL PER SUPPLIER ATTACHED TO BACK (2)2x HDR 20"TO 25w TYP 1900 J-BOX (SEE STRUCTURAL) HORIZONTAL SINGLE LIGHT SWITCHES, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER THERMOSTATS, R-1 1 BATT FINGER JOINTED AND ALL OTHER INSUL q 6 WOOD CASING ENVIRONMENTAL CONTROLS 3/4"STOP KITCHEN TOP lP2"x 12"H I In BOTH SIDES PWD ALL 4 SIDES 2x- TRUSS WOOD FRAME CHORD OUTLETS-PHONES OPTIONAL TYP 1900 i-BOX R 30 &TV's HORIZONTAL SINGLE INSUL COVER PLATE/OUTLET TYP DOOR PER SCHEDULE WALL CAP OR BRKFST.TOP SEE FLR. PLAN NON LOAD LOAD m CONDITION CONDITION 3/4"STOP BOTH SIDES GYP. BOARD KITCHEN TOP cl) 2x Lu 7/�\�x FINGER JOINTED 2x6 OR 2x4 WOOD CASING FRAMING W/1/2" DRYWALL 24w DEEP BASE CABINETS 240 21/4* WD TYP FLR CONST CASING TYP DOOR PER SCHEDULE FINISHED FLR FRAME TYPICAL WOOD FRAME JAMB (2)2x4s CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS 22 1 /2" X 48" INT HEADS & JAMB cn 11 7 5 5 SCA SCA SCALE: 1 1/2"=1'-0" SCALE: N.T.S. LE: 1 1/2*=1'-0" LE: 1 1/2"=V-0" TEMPERED SHOWER EXTERIOR INTERIOR MARBLE CAP ENCLOSURE 4"CURB W/ SH ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR CLEAVAGE MEMBRANE BRUSH TYPE VANITY ALUM.THRESHOLD SET TILE I RANE 2X4 WD.STUD I WEATHERSTRIP CONCRETE SLOPPEDFILL 2x STUD WALL IN FULL @ 16"O.C. SEALANT BED FLOOR SYSTEM_ 1: OVERHEAD EXPANDABLE JOINT Q z 1/2"MR.GYP BD. PAINTED FINISH Rim 2 SHOWER DRAIN GARAGE DOOR FILLER,WHERE APPLICABLE CERAMIC TILE CERAMIC FLOOR TILE 00 1 x6 WD DOOR STOP VE f j- SLOPE TO DRAIN ........ -c (4)2x P.T. BUCK SLOPE TO DRAIN D FINISH TRIM OR BAND LL ---------- FLOOR SYSTEM FINISH 0 CONC.WALK IL LL SEE STRUCTURAL DWGS CONC, SLAB& FOUNDATION SEE STRUCTURAL DWGS, JOB NO. 04-Bl-0040 Siesta Cove BATH BATH DOOR OVERHEAD GARAGE DOOR SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET MISC.DETAILS SCALE: 1 1/2*=1'-0- 3 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'4-0" SCALE: 1 1/2'4-0' AD-3 r ;D --9P .Fp;I 1 X4 CEDER a iN H't iR 6H 1-5/8"CROWN 100 ANGLE CUT 6" 2x6 FJ CEDER 2X6 FJ CEDER 2x6 FJ CEDER 1 x2*x2"CEDER L 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 4 4 to co T =wi ilu Le lei 50 ANGLE 50 ANGLE 50 ANGLE C 3H 3H L le If 20 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT OPTION 3 OPTION 2 OPTION I co WINDOW TRIM WINDOW TRIM WINDOW TRIM i 6 — 5 — lc�9 C4 SCA SCA SCA LE: 1 1/20=1'-O" LE: 1 1/2*=I'-O" LE: 1 1/211=1'-O" LL LL ca CD CL 6' HARDI BOARD BAND 6"STUCCO BAND 6" HARDI BOARD BAND co TOP OF COL TOP OF COL TOP OF COL OR STUCCO 8w 8" INSTALLATION SEOUENCING: TOP OF 241'a 1 20 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE, KEEP HEAD 2041 1 12*SO TAPER TO 10" ANS SILL LEVEL AND SQUARE, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. COLUMN 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE HUNGS)TO AVOID"BOWED OUT" it 8"SQ COLUMN 21-On 12"SO COLUMN INSTALLATION. 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES m PRIOR TO SETTING WINDOW INTO OPENING, STUCCO 4. PLACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 2@-On WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAY BE REMOVED, p HARDIBOARD 2m 2" HARDIBOARD PAINTED 5. INSTALL FASTENERS(STRAIGHT, NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING I cu PAINTED STUCCO BAND j OR STUCCO AT THE MIDDLE OF THE WINDOW,FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM 71 OF 1'. KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 10*HARDI BOARD BAND 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OR STUCCO 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6" HAFID1130ARD BASE 6"HARDIBOARD BASE C? OR STUCCO 8. INSULATE AROUND PERIMETER WITH BA17 TYPE INSUALTION. DO NOT USE EXPANDABLE 1/2"SPACE FOAM, cn 1/2'SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4'GAP AT SILL BETWEEN ce) STACK STONE STRUCTURE AND WINDOW.THEN, CAULK THIS GAP. I SID STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK SO STUCCO COLUMN OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT. SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.POST 4x4 P.T.POST 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. SEE FLOOR 4X4 P.T. POS SEE FLOOR SEE FLOOR PLAN FOR NOTE: PLAN FOR 7 PLAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION LOCATION r E F SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUCCO FINISH STONE FINISH TRIM BELOW TRIM BELOW zo P,T.WD WRAPPED COLUMNS a HARDIBOARD IMPORTANT: (PAINTED) P.T.WD WRAPPED COLUMNS N (PAINTED) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN ILL 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. 2X4 STUDS 2X4 STUDS P, it iK\l; C F7 �i .66 DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY . 1 'T.L, L L-t— DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY A ?� V-5' 2'-0" IF EXPOSED TO MURIATIC ACID. ) E L c a. 'e 2'-G" DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SO STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL rOB NO. 04-61-OW AREA OF ANY WINDOW. COLUMN BASE Siesta Cove STONE ACCENT COLUMN WIN11IOW SHEET TITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC.DETAILS &SCA SCALE: 1 1/2'=10-0" 3 2 ADA SCA LE: 1 1/2*=1'-00 SCALE: 1 1/2"=I'-O' SCALE: 1 1/2*=l'-O" L l NAIL W/11 - 10d .11 To= COMMON IN THIS AREA. VERIFY w/STRUCT. 44*MINIMUM NAILING NOT NEEDED IN THIS AREA V A UP TO 16" FLOOR SYSTEM w co M or SYP DOUBLE PLATE L lei NAIL W/11 - 1 Od COMMON IN THIS AREA. VERIFY w/STRUCT. 0 PROVIDE MINIMUM 1"END DISTANCE Boo EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 0 STRUCTURAL CID TWO STORY STRAPPING 9 )SCALE- 1 1/2*=l'–O" p LZL 1HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN WOOD TOP RAIL ;38"IN HEIGHT ABOVE THE STAIR NOSING. E AS SELECTED BY OWNER CONTRACTOR IHANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. IHANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4" MIN.-2"MAX. 11/20CLR. 1 1/4*-20 IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, Z � HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. 15 (D a. LLI STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL Lu X IBUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR STUCCO W1 CORROSION RESISTANT Lu 9 METAL LATH OVER 15#FELT WALL BRACKET 'THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN It INTERIOR SUBFLOOR ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1/2"GB 2x BLK`G GUARDRAILS SHALL NOT BE ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. 200 Ibs cr, WRAP 6"UP WALL&ALL PENETRATIONS. 0 LESS THAN 42m IN HEIGHT. ANY DIRECTION z- Z If c%j INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION SLOPE STAIR FRAMING ;0 01 OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 0 4- 1 z 4"DIAMETER SPHERE CANNOT PASS THROUGH. a: 0 SEE STRUCTURAL DRAWINGS FOR FRAMING 'THE GUARDRAIL CONSTRUCTION SHALL BE 4'SPHER t 0 E INFORMATION 5/8"TYPE wX"GB m: I`� MAY NOT PASS cr) cf) ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH @ ENCLOSED USABLE LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS 'THE TOP RAIL OR AS REQUIRED BY CODE. llO 6*SPHERE MAY NOT PASS 2X4 STUDS @ 16"OC; WALL MTD THROUGH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS 'THAT A 60 DIAMETER OF THE BUILDING CODE �SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION. 8 DECK FLASHING DETAIL- GUARDRAIL WALL DETAIL 6 HANDRAIL DETAIL- 5 GUARDRAIL HANDRAIL CODE DATA- )SCALE: 1 1/2'=l'–O" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'=V-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ.TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS LU w SEE PLA C-) 2� z 2x FRAMING co z < EQ.TREADS cc It Lu < . GYP. BD. SEE FLA CA a- 3/44 < Lu a. Lu -i r Fx w TYP 1 xi 0 SKIRT BOARD a: z Lu :5 Lu TYP. LJ) a- 3/4n a: Lu TYP It" 5/8-PLYWOOD RISERS(TYP.) JEEXPANSION XPANSION 2xi 2 STRINGER GAP 2xi 2 NOTCHED STRINGER 'll, 2xl 2 NOTCHED STRINGER TH GAP TYP (3 STRINGERS MIN.AT Ul - — I I (TYP.) a EACH STAIR RUN) EXPANSIOIlllll M 2 GAP jl� (TYP.) i2 5/8"PLYWOOD RISERS >< 2xi 2 NOTCHED STRINGER (D SECURE NOTCHED STRINGER TO SILL 2x4 SPACER PLATE WITH FRAMING ANCHORS.SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH S CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE 0 1? SEPARATION AS ALLOWED BY CODE. I (L u- m (3)2XI 2 STRINGERS TYP. (3)2XI 2 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER rOB.0. 04-Bl-OW (3)2X1 2 STRINGERS TYP. Siesta Cove STAIRS STAIRS STAIRS STAIRS SHEET TITLE SHEET STRINGER DETAIL FLOOR 3 STRINGER @ LANDING (BOT) 2 STRINGER @ LANDING (TOP) SKIRT WALL DETAIL MISC-DETAILS AD-5 SCALE: 1 1/2*=10-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"4–011 SCALE- 1 1/2"=V-0" L lei