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616 TIMBER BRIDGE LN - NEW HOME ARCH DWGS III VnE BE W W NNNLEME,ME DEEM OQPICIFG GXTNB WMGCMIN]ESWE EIPrIIGI&E!@IDiNMB•J6DQiG =EINEFE ASMWTi GEEEBIIMMBEM. Ln v ` 4 N Z Cc m 5 ag- _ d J J \. .. .! 0 .. � SHANNON*M.A/ANNCLEAVE,AIA III AR-97080 TH .Ej CATALINAI rr z m ((n w O _ ■ SII m W O Z ° LIST OF DRAWINGS � � ■ � �' o W o RAPHICS ABBREVIATIONS w M o C1 Cover Sheet - Index of Drawings - LU Wo GN1 General Notes PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER a F j O_w ¢ DETAIL NUMBER DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH ■ W = m = EQUAL FND. FOUNDATION PSL PARALLEL STRAND w w o SLAB LAYOUTS DRAWING NUMBER DRAWING NUMBER Q p A o = @ AT F.P. FIREPLACE LUMBER U w ■ w A1.82 Slab layout for COASTAL ELEVATION g; o O x A/C AIR CONDITIONING ERT. FRONT P.R. POWDER ROOM Vr� 0 BUILDIN SECTION N G CT 0 DETAIL v� S CALL OUT zx Schedules ■ � A1:N Slab Notes, Sc edu es and Details � ~ z DETAIL NUMBER � � ` DETAIL NUMBER ABV. ABOVE FT. FEET.. P.T. PRESSURE TREATED '� _Cj N ■ w FLOOR PLANS _—_—_ ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD !� 8 w z DRAWING NUMBER DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER ■ o > O A2.82 First Floor Plan and Notes for COASTAL ELEVATION \ D A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD �" ■oE A3.82 Second Floor Plan and Notes for COASTAL ELEVATION x AHU AIR HANDLER UNIT GAL GALLON o a o z A3•N Floor Plan Notes, Schedules & Details / LU CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER p" Z EXTERIOR ELEVATIONS ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR � A aw p CENTER LINE GFI GROUND FAULT RAD. RADIUS w z A 0 w z A5.82 Front & Side Elevations and Notes for COASTAL ELEVATION ARBECUE A -U o ¢ SPANISH TILE B.B.Q.Q' INTERRUPTER REF. REFRIGERATOR a o (n A5.1,82 Rear &Side Elevations and Roof Slope Plan for COASTAL ELEVATION — - ELEVATION MARKER BD. BOARD A GL GLASS REINF. REINFORCING :1 a o A5.2.82 Exterior Elevation Details for COASTAL ELEVATION SLAB R ® SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM 0 z z BUILDING SECTIONS RECESS BOTT. BOTTOM R.O. ROUGH OPENING '1 x p A SIDING- BR. BRICK o Ce A7.82 Building Sections and Balcony Detail for COASTAL ELEVATION H HIGH ROD. REQUIRED a v 0 0 0 0 FRAME BEARING WALL BRICK BKFST. BREAKFAST HB HOSE BIBB R & SH ROD & SHELF a' ■ 04 LU w J DIFFUSER' LAYOUTS CALC .... HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w r' L TI E CULA 0 NS ■ INTERIOR B ARING . . . ... STUCCO FINISH Z 0 WALL NON o M1.82 First Floor Diffuser Layout for COASTAL ELEVATION C.J. L JOINT HGT. / HT. HEIGHT o ® CMU MASONRY WALL 0 EARTH CL CENTE NE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET w M2.82 Second Floor Diffuser Layout for COASTAL ELEVATION CLG CEILING SGL SINGLE 00 m ELECTRICAL LAYOUTS GABLE END WALL INSULATION CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET LU o z INT. INTERIOR SH. SHELF E1.82 First Floor Electrical Layout And Notes for COASTAL ELEVATION FRAMED KNEEWALL DECORATIVE STONE C.O. CLEANOUT < W0 COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER in o as w E2.82 Second Floor Electrical Layout And Notes for COASTAL ELEVATION 0 DROPPED SOFFIT 0 PRE-CAST LINTEL/HEADER COMP. COMPRESSOR SL. SLIDER DRAWN BY a STANDARD NOTES & DETAILS CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS C.CRUZ z w m �., CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR D3 Standard Notes & Details i LONG SPRG. PT. SPRING POINT CHECKED BY vQ `Q a D7 Standard Notes & Details DB. DOOR BELL "LAV LAVATORY STD. STANDARD LU LORY LAUNDRY STL. STEEL S.VANCLEAVE _ w D8 Standard Notes & Details DBL. DOUBLE DR.& SH. DOUBLE ROD AND SHELF LIN LINEN STOR. STORAGE SCALE H- LT LAUNDRY TUBI' AS NOTED o r w �0. DECO. DECORATIVE T TOP :J J. J F ... a 1 o DET. DETAIL� M.B. MASTER BATH T&G TONGUE & GROOVE O s E~ w (n DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED o o DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE dDN DOWN MFR. MANUFACTURER T.O. TOP OF 04-27-15 DR. uL9R MIL. MILLIMETER T.0•B.B. TOP OF BOND BEAM o Ce DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO a o z D•S.S. DENSE SELECT STRUCTURAL, MIRR. MIRROR TRAN. TRANSOM = Co UDW DISHWASHER MLDG. MOLDING TYP. TYPICAL 0 Ln DWG. DRAWING M.P.H. MILES PER HOUR ZE MT METAL THRESHOLD UC UNDER COUNTER LU EACH END EGRESS U.N.O. UNLESS NOTED m _jE.W, EACH WAY N.T.S. NOT TO SCALE OTHERWISE in _jz _ � w EL. ELEVATION SET REVISION INFO 0 (n V.B. VAPOR E vI O.A. 0 BARRIER o (n -3 _ ELEC. ELECTRICAL OVERALL VERT VERTICAL LU z V h- ENCL. O.C. ON CENTER ENCLOSURE g m ENG. ENGINEERED OPT. OVERHEAD V.T.R. VENT THROUGH ROOF Q o EQUIP EQUIPMENT -, OPNG. OPENING ) W WIDE F w 0 EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH z U x owzW.C.C. WATER CLOSET SHEET DESCRIPTION w o (n z PED. PEDESTAL SINK WD. WOOD = 0 "''o POLY POLYVINYL WDW. WINDOW COVER o P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET m 22 o o SQUAREDARE FOOT WP GFI WATERPROOF GFI SHEET naw w . > Ez- z = o W.W.M.OUSE ELEVATION ABBREVIATIONS WELDED WIRE MESHa DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC J ¢ ABBREVIATION FULL NAME ELEVATION CODE Ce W'= N MAN. MANOR 03 o TWO S ORY FRAME SINGLE IFAMILY RESIDENCE - GROUP R3 PROJECT NAME WIL• WILLIAMSBURG 07 OzC9BUILDING TYPE : V B PRO. PROVINCIAL 08 ATLANTIC BEACH O . W DESIG BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II cHA. CHATEAU og AMBASSADOR � v � w - VER. VERSAILLES 10 W F.B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE 7 cLA• CLASSIC 18 COUNTY En z = F.B.C. MECHANICAL 2010 MED. MEDITERRANEAN 19 ULTIMATE DESIGN WIND SPEED = 130 MPH TRA. TRADITIONAL zo LOT/BLOCK 167 MOMF.B.C. LUMBING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH cou. COUNTRY MANOR 21 TBI NUMBER 167 a- z N z HER. HERITAGE 22 to 0 b z .� F.B.C. NERGY CONSERVATION 2010 EXPOSURE - B MODEL M z w CMN. MISSION 28 CATALINA cn a o Z "f.B.C. UEL GAS 2010 ENCLOSED BUILDING MSN. MlssloN 30 a- w ' F.B.C. ACCESSIBILITY 2010 CFT. CRAFTSMAN . 31 W o � ' INTERNAL PRESSURE COEF. +. 18/-.118 sC. SPANISH COLONIAL 32 4S gw � z w z `s N.E.C. LECTRICAL 2008 $OR. BORDEAUX 33 ELEVATION NAME Z (" o FOR WINDOWS & DOORS SEE FLOOR W CD Lou ,, N.F.P.A 1012012 BRO. BROUGHAM 39 FILE Y C14N Q = PLAN FOR ACTUAL PRESSURES REN. RENAISSANCE 40 ALL LU ASCE 7-10 : MINIMUM DESIGN LOADS o THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41 z z = z FEMA RULES &'REGULATIONS TUs• TUSCAN 44 � w FOR 12 MONTHS AFTER THE DATE IT REVIEWED FOR CODECOMPGTANCV �t W M I5 SIGNED AND SEALED OR WHILE CLS. CALAIS 46 CITY OF ATLANTIC BEACH _ SHEET NUMBER M LUITV. ITALIAN VILLA 58 W CA0 _ CURRENT CODE IS VALID sHN. SHINGLE 62 SEE PERMITS FORADOMONAtN H W' �E@UIREli4ENT$AND{.'Q MiON _ 1 F- p w Co w PBC: PALM BEACH 80 1 CRB. CARIBBEAN 81 J 0 REVIEWED DA � 2'C S o O o LL CST. COASTAL 82 oC ERIAL NUMBER 1010.0 TERMITE SPE_-IFICATIONS 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TOMBIE25T OF W�E,�E MNN W�M ME$ Dumla compas WEE VE mfu�MEAN owalle =M�MOFDPEIOFC�0116�. WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE r-4 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA PRODUCTAPPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE PESTICIDES, BAITING SYSTEMS, AND PESTI IDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL - SECTION 202, REGISTERED TERMITICIDE). L PON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 2 � 4 F- 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PROTECTIVE TREATMENT, A CERTIFICATE 01: COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTER GYPSUM WALLBOARD RANEAN AND ALL TRUSS TO TRUSS HANGERS. 012 TERMITES. TREATMENT IS IN ACCORDANCEWITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL 000o, u DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE SHAN��N�W-V N tAVE,AIA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. �A ,(5ilL NOTE: _AU�70_ao METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. U- OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED 0 WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. (7 PORTIONS OF WOOD ARE REQUIRED __O BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION cn Lu OF THESE WALLS. 0 = NON-BEARING INTERIOR PARTITIONS Lu C�e OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. .90) En Lu 0 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. me ca STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 2 LU _j CAST IN PLACE CONCRETE O/C WITH SINGLE TOP AND B070M PLATE, -9� _j 1. CONCRETE SHALL HAVE A MINIMUM COMP ESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES 1_4 A ct� Lu A SLUMP OF 5" 1. MISSED "I" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2'. DIA, EPDXY ANCHORS GLASS BLOCK 4a $:),.j �4 9 0. 3: 0 IT z MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS 0, uj < 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS u.j = cm ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. F- 0 GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 61, 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE uj 0 0 AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART m CA m BUILDING IDENTIFICATION < tz z PER PLAN WHEN FIBERMESH IS USED ILO W F, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURERS INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH 0 �: 0 THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE _1� Lu t. ce (.n USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.kALLOW THE EPDXY TO CURE TO m ::J Lu 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH 0-1 0 aj C) 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND. aj 0 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF PL4 ul 0 z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO = uj 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO z occ Zt. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Lu - 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS c� -ce Lu Z PLYWOOD PANELS, _1� u En < 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR B)kRRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND LESS THAN 860 LES (USE�2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY 0 Lu d- (n BE SUBSTITUTED OR NO ORE THAN 3 IN A ROW. IF GIRDER TRUSS CUNNECTIUNS ARE RlSSED`__ CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. O� Z SEALED UNDER SLAB ON GRADE. 0 CONTACT ARCHrrECT OF RECORD FOR SUBSTITUTION. - 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X WIA X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS C) Z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH Z Lu STRUCTURAL DESIGN CRITERIA < X: MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. 94 F- 0� FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE 0 c; C:) in lz Lu U- _j 10. WHEN THREE OR MORE BARS ARE REQ'D., THE BARS SHALL BE HELD IN PLACE AND RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR *0 Z _j ".4111 GRILLS OR COOKTOPS. w" 0 < ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF Ce 40 PSF C) STAI RS ANCHORAGE >_ u- REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: 0- 5 LU 0 _j ALL REINFORCING STEEL SHALL BE NEW DEF DRMED BARS FREE FROM RUST, SCALE & OIL& A171C WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. u 9� M SHALL MEET ASTM A-615 REINFORCING FOR f COTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF Lu 0 (f) lm� u z CONCRETE PADS, TOP REINFORCING SHALL B- POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL < ce 0 STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 0 0 cn ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 3000 PSI TIE-DkE Lu CONCRETE CONCRETE UNLESS OTHERWISE INDICATED TWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY Z"E" WHERE PERMITTED SHALL BE THE FOLLOWIN MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL XftI!k_WlRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT w Lcua DRAWINGS: @ 28 DAYS OF 4D GALVAN I IZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST �14 INCH AND ;2� 0 FTGS, WALLS, COLUMNS, BEAMS, S_ABS: 40 DIA. OR 25" MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LAT� SHALL BE CHECKED BY 0 = -11 ALL REINFORCING BARS ASTM A615-60 60,000 PSI -C�ILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO, Lu 12 < FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO LU TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES 11 GAUGE, BARBEV, GALVANIZED OR BLUED NAILS I V2" INCHES LONG HAVING A HEAD NOT LESS THAN A. BARLEY a- WELDED WIRE MESH: 8" LAP ASTM A615-60 60,000 PSI Y8 INCH IN DIAMETER. POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LES. OF SCALE ui > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "SEE 1800 PSI MIRRORS SHALL-BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED Lu Ln U IN ITS: DURING CONSTRUCTION V) 0 C) 2. MORTAR SHALL BE TYPE "S", CONFORMINC. TO ASTM C270. H.V.A.C,.�NOTES SHEET DATE �; d 3. COARSE GROUT SHALL CONFORM TO ASTIV C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD -THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: be (A STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR AST144-3017"' MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION Lu AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". 0_ 0 0 ime 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO Woo WITH COARSE GROUT. FRAMING: Lu >- %_., ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE ca U 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. 0 V) MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER FLOOR SHEATHING: T&G A-C GROUP I APA RATED (48/24) CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Lu z (A OF THE MASONRY CELL TYPICAL UNLESS OTHI RWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB Ln 0 0 Lu 6. REINFORCING STEEL SHALL BE LAPPED A � INIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES ca Lu OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.OE U.N.C. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. __j 2: ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR __j 7. GROUT STOPS SHALL BE PROVIDED BELOV BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP Lu < n WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. -m = Lu OR CAVITY CAPS MAY BE USED TO PREVENT ' HE FLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO 3: Ln Wu U) FELT PAPER AS A STOP IS PRO TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL 0 gn _j uj HIBITED. ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. UJ m 6 �E 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20 PSF 'me :5 Ln >_ ENGINEER APPROVED SUBSTITUTION) AT ALl ERNATE BLOCK COURSES. JOINT REINFORCEMENT GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED < 3- 0� ca BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF LD a� Lu z SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8'% OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 0 0 > TOTAL: 40 PSF 50 PSF 0 WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO LU WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCU T AND SHALL NOT BE CONNECTED TO 2E U 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR I uj Z SOIL SHALL BE PRESSURE-TR SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION X Lu EATED. UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL,BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH U) Lu 10 Lu 0 2. ALL EXTERIOR WOOD STUD WALLS, BEARI qG WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD, BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL U FRAMING MEMBERS, ( I.E. BLOCKING OR GAE LE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 UJ ce GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 61, NOTES ca ce a- z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. 0 < LU C) 3. ANY WOOD FRAME INTERIOR BEARING W�LL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF Lu -> u < STUD UP TO 1" DIA. SHALL HAVE STUD PROT ECTION SHIELDS FOR ALL HOLES OVER V, IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. = a PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. Lu LD __j = ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 f.n - _1 < TOTAL: 60 PSF I I I Lu rn < U) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME ce = 0 p. 0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. Lu AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL lm� En (n ln� z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL 0 Lu DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR 0 VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Lu OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR U a L=U STRUCTURAL STEEL IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, Lu &.- ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL 0 u- U) ALL STRUCTURAL & MISCELLANEOUS STEEL A 36 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, 0 0 ui ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. = 0 GRADE B, Fy = 46,000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXGEPTIONS, E Lu 0� WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS LOT/BLOCK 0. 0 U- DOORS &WINDOWS C> 0 STRUCTURAL BOLTS: ASTM A307 STRUCTURA- BOLTS: ASTM A307 FOR SECONDARY 0"9 0 2 CONNECTIONS WHERE INDICATED, ALL BOLT( CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES TBI NUMBER V) 0 �1; b 00 STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND Icd- MODEL Z LU . < FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE B070M OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL < Ln �2 FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. (n 0 ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE o- Lu PROVIDE MININUM OF 3" DIAMETER SCHEDUI E 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ALL 14 0 2: CD Lu 0 R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 2: Lu M DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, Lu rL 2E < THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL, EQUIPMENT, ETC. ELEVATION NAME (D - Lu W_ 2E u PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. Lu �: 0 23, :17 0 GENERAL NOTES ALL (u U) 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.PA. 101 CHAPTER 24. -a 0� Lu 31: L�l MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND E < = . H:i ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. w U SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE > 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB 0 0 ED P �! 0 MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE . . V) LU WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER cn 3r SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH >� UJ '(a Lu 0 3. THE TRUSS LAYOUTS PROVIDED IN THIS PIAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. 12 IF THE LAYOUTS CANNOT BE MATCHED, THE RUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN I Y8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. :3 DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE LU CM LU 1R. ;E _j u TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). GN1 L u- 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ __j C/C. 8 P TRUSS PLATE INSTITUTE TPI LATEST EDITION, 1 (2) ROWS OF 10d NAILS AT 10, PERIAL NUMBER 1010.0 IG WE BEST GF W KNUM1EGGE,WE DESIGN DIMEU GM m6 p GWMMIDMWWE,IW"UIDEM M"ED"IG CDDEIX E"ECIAGGFUDE WCEXIIf1UlIDX GE"1W. Ln ' B Z C)N A7.$2 U) CaJ_ _ _ o Y � ca m 80'-0" _ $0 12'-1" 62'-1" 2' 0" Y-10" SHAH NQN M. VANCLE k E,AIA 1' 0" AR X7060' 22'-0" 9611X48" A/C PAD 3" p GAS TANKLE S W/H FIELD VERIFY � ABOVE GRADE Z oz GAS LINE TO TA KLESS DRAIN LOCATION Q cin W/H j W/TOL `n _ o (n =7 BROTHERS P.M. HB fir► ■ W �' I- ------------------------- �■r► drY F- ------------------ --J L_77 -----------. rT --- ---- Li -------n-�. C_r QC Z I. h Illi ca J _ Go 1 1 O W W 1 I I I I .-r I ^ 7cd p ' z 7r_7n 5 10 Ln 71.211 21' 6.. �I ■ JwQ LIJ � 0 11 TC�D F-1 _o r I' ,y / 1 W O qU U LTa S rn SLOPE PAVERS ko @ _ s N w �' n - 1/8" PER FOOT w z 1 n i 111 u1 - - - T ■ �. w O ~ =� `o i Vl\ /// �n _ ■ I Ln O Z W a p 1 1 11 1 O � a A H �.. F 1 611 M ri M ',4 �� .. w 11 M 1 \ A v cn Q 41-711 3 2 4 4 /' F 1 i11 'F'a_„l 1,_3 -- 4r_01 11 N ¢ .. a O N < 1V 6 .., A w z 11 � / �` `` n � r. � n 1 PLUMBING C a U 3 4 21-611_ 4 5 o I I II ---------� x WALL �r z Z GAS LINE TO -� - 3„ 1 o Ay o Lu 1 A1.N x a xQ �II COOKTOP �\ � I 1 I JJI 11 I u a ■ 600 Z a _ 1 vim_- __-_- ____ ___ _______________-�\ ( 1 I I ai II I I I I VVV O �, 1 N _ `, .\ 11 -Nil i GAS LINE TO Z2 i~ o II I 1 DRYER _ `---n'I o oa m 1 M 15Zp '-0" `w S o 1 16X SLOPE SLAB 00 lL L C) z Lr) 1 1/8" PERS r o I. O O cL") Fn r--- 1 -----1 --- T - z W 1�--nr,1 1 __ -- 2 DRAWN BY =- ----- --- W 1 1L e�llj t 3'-5" 23' 6" C.CRUZ Z Fm o 1 j1 �i 90 . 11 . 1 1 : L 1 1 .� z o �- �' L -- --- - J CHECKED BY o z Ln �- _ - 1 -- - -- � � a '" �' 1 uLn S.VANCLEAVE Lu 1 I x ✓' 1 6" PLUMBING ZD f- o PROVIDE ELEC. ^' q SCALE 1'I m a w STUB-OUT'b 1N SLAB i Ln -7 6" PLUMBING WALL WALLEn o FOR ISLAND UNIT ---------- --------- --ju 1 n ", AS NOTED a Lu v=i -- ------ - ---- L _ — - - - p t 4 SHEET DATE o- I 1 be u Eh --- -- J J 11 \ 1 - 1 04-27-15 L D T r-- 1 1 1 `J o I - \J - hu-, _ u, -5 A " SHEET REVISION INFO 1 O = Co � 11 � FINISHED FLOOR - _- Ln -- - - -- -- - -� C o o fn Ls---1 2._6M 9' 1" 3 2"- r 2'-10" 1' �" z a z NOTE. FIN: FLOOR TO BE 18 m 1 = 2' s.. 6'-411 m w MIN. ABOVE CROWN`-0F ROAD I. w`� A7.82 M - r;r- -------- A7;82 SET REVISION INFO 0yLU ---- ------------- J f_J z x �� --- - 4" PLUMBING ce � SLOP PAVES f---------- 1 WALL TYP. U.N.O. r,1 C. O[ m v 1/8" PER FOOT C7dwz 1 �. Ln 0 p N W -611 11 11. <^ [// 6o Aa�w 17) -ZxN 1 r 0 Lu z _ _in 77 �_____________ SHEET DESCRIPTION W tn N Z I N I �� 4 -11 T-511 Lu 0z Lu m9az 10' 4" 14' 10.. ri SLAB 1 w < > 0 1 WOOD DECK ON 1 1 z z = o STEMWALL ----- LAYOUT Z' 1 1 Lu u) J a -- ---- ------ ---- ------ Lu o = Z 9 .8 STEP @� PROJECT NAME w cn kn , W o 0 0 W a _ ATLANTIC BEACH o � � f r; ce Ln W - Lu = =, 1 o w AMBASSADOR r p ;0 o .� w o r cn ,� COUNTY - -- L - --- - -- 1-- ��- -- LL_ _ J r� r-� .r r_ , _ r _ Z o =Lu ---- --'" --- L _ �_� LOT/BLOCK 167 T.O. PAD TYP. OF 2 g z N z j j GAS LINE FOR FUTUREHB ZOO 0' 0" ELEV. ) TBI NUMBER 167 o 0 1 GAS NE T OZ LI 0 co � M BARBE UE AREA o MODEL G _ Q o c a ^ 1 0 FIREPLACE o Ln z 10 10" IZ4F �, 3 -7 3 2 3 PRE-PLUMB FOR FUTURE p p T p o w o > BARBEQUE AREA 13' 2" CATALINA : w o z 9'-0" 45'-10" 10'-411 141-10" STEMWALL FOUNDATION __ ELEVATION NAME Q - w � N 2E � W W so' o" u1 COASTAL � W z = >. zzZ B NOTE: FIELD VERIFY ALL GAS LINE z x 0Z, w A7.s2 LOCATIONS PRIOR TO POURING SLAB _ SHEET NUMBER o q:3wn -o r m U-1 SLAB LAYOUT ADDITIONAL NOTES, DETAILS & SCHEDULES _ Alv82 Z _1 � SCALE: 1/4"= 1'-O COASTAL CAN BE FOUND ON THE A1.N SHEET. JooU- o av � o oC PERIAL NUMBER 1010.0 - I mtxe e�raFln wmwimra,neo�oacm oxixg xMYIRlG WMRII9 wtmmennuuelE!@lPIIIN&NDQNi Ln z SLAB LAYOUT NOTES • caoewe uoFwrearmawumxeaay. V N . .REQUIREMENTS. - 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING RE S Q /�A ' 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS Y3. EXTERIOR SLABS SHALL SLOPE 1/8 PER FOOT AWAY FROM HOUSE 8OP�SHANN�Q k VANC� vi AIA 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. `;�V)7 O z � INDICATES DOOR OPENING . 0 0 Z Z Q d � t;; U w A ` Lu s �J ■ oCLn Lu V h J W LL W M Lu M 0 a wsm F" W o opC) O A • � W U w $ � z = F ■ vi h o 0Rj: OLn C� �q • w " s G" d e w W o '' x • ,in 0 U a z W = g CZ o oQ a a a. Ln a A W W � zo O a � x Ln A r Lu 0 Q �"�''1- a C 8 d o • ,.a P N H g a ■ o W.W.M. PLACED IN UPPER a 1/3 OF SLAB OR FIBERMESH o p J REINF. PER PLAN uwm „ un Lu O 1/8 (MIN.) SAWCUT x 1/4 OF o SLAB THICKNESS SEE z,o W FOUNDATION PLAN FOR LOCATION DRAWN BY Q w C,CRUZ m a z zo CHECKED BY c ¢ a � on - S.VANCLEAVE = aw W SCALE mQ > AS NOTED J0 -j o F Q SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 LL w can TO 12,HtLJURS AFTER CONCRETE HAS BEEN FINISHED, 0 0 AS CONCRETE ALLOWS WITHOUT RAVELING SHEET DATE g5 4 t5 04-27-15 oSHEET REVISION INFO F Q SAW CUT DETAIL a n N z �.NSCALE: 3/4"= V-0" , mw m � M = W Lu SET REVISION INFO O V J w ui z s a nce. r m zp > z � c„ oo - 4a z u _ FRONT WALL OF GARAGE O g w SHEET DESCRIPTION rn w o z PROVIDE 1 1/2" D x S" W SLAB z w RECESS AT GARAGE DOOR r s 0 NOTES, SCHED SCHEDULES UES co a- Z Q W u u 0 O w -Q v PROVIDE 4 1/2 D x 8 W n RECESS & DETAIL z z s Z SLAB RECESS 1 z IN SLAB S W cn J¢ BRICK PAVERS 4 1/ w 0- o z GAR. w PROJECT NAME /, Lu O cn vi cn �' fIN. fLR, I °C Q c9 z a O wZ w _. GARAGE ATLANTIC BEACH p 1 4- REC4 AMBASSADOR _ —III WALL PER Z COUNTY a. PLAN 511 tn z U; - a• . Lu g LOT/BLOCK 167 SZ TBI NUMBER 167 o G o MODEL ` LU Ln a^ Q � a-Lu z 2 r CATALINA w 0 Z Lu w cai z w LJ.I ELEVATION NAME V) ALL 2 SECTION AT GARAGE DOOR QQa N d N .W F cn U a z x m o A ,N SCALE: 3/4 l'-O" Z Ln in Lu = SHEET NUMBER in LU �- WLucuj � _ A 1 N 0 W m Ll; � z � � oJoos- a v ►- o oC ERIAL NUMBER 1010.0 II; LO z 7 c-i ce 5 oil 80'- 121-111 621-111 21-011 31-1011 00 1 1-111 1-011 1 S4N"QN-m-�Vq43%E�VE,AIA 1 3 141-611 131-211 71-511 141-611 1 - obbo- I 1� T It IAR 11-011 GAS LINE TO WATER I z U- HEATER Al A 2 0 0 = TANKLESS GAS WATER 0 �2 HEATER Lu HB Lu Ln Lu 0 ..................................... ........................................................................ ..... ......................... co FLAT SOFFIT, TYP. On Lu --J DR & SH K/S 2 1 --------------- _j zo LLI — — — — — - W.1.C. uj� 03 — — — — — — — — — — — — — — Ln 0 Ln LU Co 101-0" CLG. WATER (D cc j�u ASTER ;t Z SOFTENER LOOP BATH U- < C�l Lu CD 1 0 ic) 0 0 io'-O" CLG. LINE OF c) PAVERS LU10 z = �10, 0 2ND. FLR. Ob z -411 w4Q c3 0 3: 0 1 61-111 1 51-10 \�41-411 211-011 ABV. Lu 91 1 1 131-411 �_�j Lu 0 aj 0 UP M A 6 CD 6 c=1 6 6� STER BEDROOM ? 1�1 �l - — - — - — - I I 6L/ En rl 91-411 TO 101-011 In aj 0 ZD 1 FLAT SOFFIT BOTT. ------- COFFER CLG. FLAT SO-FIT- K LU < e-% BOTT. @ 81-811 @ W-1)" TYP. OF 2 zo e_� 61 z 3 2Z L -9 W Lu TYP r� R5 ---------- 11 zo 0 -1 4\�\ r 6 1 t4 j OP 'D <i 0- on I ce z co rn 2 Ln Ln 0 Z 41-711 31-2 41- in 411 THREE CAR Z Lu I I c? H LIN n R & S ce Q I GARAGE 8 600 U) * 8 10'4' CLG. P4 UJ U- _j Icz LINE OF P m -CJ Lul 9 2ND. FLR. Ry PA oil LAU 1 00 91LU ABV. U- 11 = 1 -9 11 0 Lu 10'-0" CLG, W.I.C. C6 0 A L— w — — or u_j< KjA�> 0:: in 10'4' CLG. 00 0 r F2 GAS COOKTOP 00 Lu 0 on bRY III Lu 0 w u z \-PROVIDE B06STER FAN a 0 I? !SPA — — — — — — < -If-f — 1 , D. R & SH In 0 20 00 _j DRAWN BY on Lu cn DBL. SINK�;i- \ 6� GAS LINE- I lz w LLI_ Lu OR DRYER /--CONTINUOUS HANDRAILsk@ 36" ABV. NOSING C.CRUZ < WIDISP, HALL. F Lu 0 lLn C) Lh I 'V > 1-01 LT DROP z Ln BREAKFAST ' o 10 SHELF ABV, 42" HIGH RAILING 2� co —I CHECKED BY C) AREA - i L D W. U- CLG. r1i . jrjjR W/ PICKETS SPACED SEF 01< Lu u_ 10'-0" CLG\. 5 PA E 15 -FLAT SOFFIT ,, MT TO REJECT A 4" DIA. S.VANCLEAVE uj Lu g In 0 1 Lp 9 BOTT. @ 91-0 6 SPHERE _j 6 11 1 SCALE >_ C) If 1""*w __j U- 1-911 1 _511 11 1-511 61-0111 M ui -1 10'-81 121-511 — -411 6 6 -�311 3 (TYP-) 6'-3 51-411 5 4 < > -- — — — — — — — — — - 41 AS NOTED Ln I Ln Lr) k HALL' PWDR RMj-- - ------------- k In 10'4' CLG. 10'4' CLG. If GOURMET Lu U) If f AA/ivVvVv\4 AWAJV�v� A VVVVVNAAAM\&A)VV�,W ....... ........................... on U) KITCHEN 0 A Fn a- RAU I R & SH SHEET DATE 10'4' CLG. rl SJ_O�EP CL 04-27-15 Lwu F0 C? Ln .. ra W.I.C. — — — — — — — — — — 66 , 10,4' CLG. 0 W T I �� i �� Al - 11 I-ioll 1-011 21-7 It SHEET REVISION INFO c) z 51/7�5 5 3 3 rL 'Far-SUF—FIT� — — — — - - s >a- 0 Lu BOTT. @ 9'-0" T I OAK STAIRS 19 BOX BEAM--\ LINE OF 2ND-.-/ 20' WO STORY\,/ ;t 0 Ln - -5 Lu ;_9__ Ln 6 TO HALL 6 FLR. ABV - 11 = 11 Ln 0 (D 4 FOYER 00 LO -1011 < COLUMN 4--7 1 171-211 1 1. 12'-0" CLG. 9 rl Ln If 3 -211 r_�L/ �2' 1 11 k 3'-8" 2--6" li -14 L 4'-10" T-3 Lu WIDTH I — I — �l 0 FLAT SOFFIT co Lu In TYR 11-311 LINE OF 2ND. FLR. ABV. ? in --1 2: �1 -_2" 1 19 1 Ln . T _/� BOTT. @ 9 -01 1 BATH 2-j _j E �0 �-�:l I Ln Lu < — - — - — - �911 - - — - — - 10'-0" CLG. En rn - — - — - — - — - — - — - — - — - — - - SET REVISION INFO LOU tz I .....% En 0 Cn LU s ........................................................................... % -1 cj) Lu z 51-711 on >_ Zo FLAT SOFFIT GREAT ROOM 00 (D w Lu BOTT. @ 101-811 7 M > Lu COVERED BEDROOM 2 3: on 0 Ln 2 -8 121-011 TO 121-811 (TYP.) T-0 If CLG. f14 LANAI COFFER CLG. — — -- — — — — — — — 10 2'-011 ENTRY I I Z& SHEET DESCRIPTION Im- Luu 12'-0" CLG. 2 -011 Lu Z I X: Lu V) Lu 0 Z FIRST 0 Lu 0 CN 811 611 TYP \\,�?/41_1111 zy) r5 -5- Z r 91-011 17'-211 DINING ROOM 101-411 131-1011 9 a �Jll,, LINE ... 121-011 TO 121-811 OF 2ND.j FLOOR PLAN w z FLR. ABV, in < Lu 0 COFFER CLG, 6 .. Lu - > u WOOD DECK ON TES MT AND NO STEMWALL Z 6 PAVERS tm 151-411 6-6 51-411 1 1 121-411 1 131-611 Lu < STEP w Lu = PROJECT NAME on k 12" X 12 2' 6 6� oy�w L=, COLUMN 12 PORTICO w < (D 121-011 STUDY ATLANTIC BEACH Lu Z TYP. OF 4) FIR PLACE o LJ-J _j 101-0" CLG. 10'4' CLG. c) I fN �l L Ln AMBASSADOR Lu fn L — — -- — — — — — — — kD C=) ex 1 Ln r1l ��j Lu COUNTY C:) ........... .................... ........... .. ........ ..... c — — — — — — — — — — — — — — — — c:- izn Luni W=4 1 — — — — — — — — — — — — — — — — - LOT/BLOCK 167 F- W C=) FLAT SOFFIT, u_ rmVHB \\-GAS LINE TO TYP. DECO COLUMN TBINUMBER 167 :5 Z 0 Szn PRE-PLUMB FOR E 93- - Ln 0 FUTURE BARBEQUE GAS LINE FOR FIREPLACE SEE ELEVATIONS FOR TYR m on b 2g AREA DETAILS MODEL 0 Lu � 11-0 FUTURE AREA CALCULATIONS: COASTAL < Ln 11 z 8 BARBEQUE AREA 110., 10 1ST FLR A/C LIVING AREA: CATALINA Lu I 8 -011 31-211 111-101, 9 _811 81-711 81-611 131-211 — 2,823 S FT. 2ND FLR A/C LIVING AREA: 1,549 S�. Fr. uj X: Lu 1-1011 TOTAL A/C LIVING AREA: 4,372 SQ. Fr. F— ELEVATION NAME LU � Z < 91-811 1 451-211 101-411 14 u_ Lu Ln 0 Lu U_ 1-1 z LU C 3 COASTAL a- -011 E NTRY: 86 SQ, FF. V) l n ce 801 C'4 W 2ND FLR. BALCONY: 157S Fr. - < Uj COVERED PORTICO: 85 S FT. COVERED LANAI: 505 S FT. z 0 B GARAGE: 692 S FT. c7; Lu FIRST FLOOR PLAN <A;7.82 SHEET NUMBER ca TOTAL: 5,899 SQ. FT. >� 0 z u-i SCALE: 1/4 l'-0` COASTA_ 10 ul kn C MPT 5 51-511 Z6 T X/ 6" I F35'f 1 4 ZD cl T-2` 1+ b ADDITIONAL NOTES, DETAILS & SCHEDULES :3 ILU Lu m Lu 0 0 A2182. ce 0 _j u CAN BE FOUND ON THE A3.N SHEET. z -ji- 0 R U- u 0 ERIA NUMBER 1010,0 romE GFsrafxrxxawimGF,mFGEgGx GEr¢ axixls GWW"IGIGMwma M'IIH TIEIPrIIG&E MINGGM EUNDMG COOEIN ERFC1l5 Gf GlE Of QRi1FlG11IX1 BF1➢W. F.n.(J N � B _ A7.82 2` 2 15. c� O O 651_�n HAA M. VAKLE VE,AIA ;AR 9'080 55'-3 1'-911 8'-1" z o 12'-0" 5'-1" 9'-9 9'-5" 16'-4" 71-311 p z m o 10 off = ■ Lu Ln I Lu o BATH 3 aC z a0 xo �0 0 © I (_) 9' O" CLG �® – a' ■ WJ ...:................. .. ...... ..:........................ ...... : ............ ........... ........................... .............................................. ..... ........ ........ — - - - - - _ Q1 - w p _ xo �l d .:. .CJD _ 1r OD 00 O 1 , JS' LfI J W Q ._ IV I N LU s - - I m - w 13 3 > _ _ F- c l A Lu O � xLn Lu o ;:� _ vsI U W $ ;r. p 0 = O — N in — 025 O I L% -o' ■ V] w O BEDROOM 5 11 M BEDROOM 4 '` - - - _ - _ — - ■ cS W 3 o 9'-0" CLG. 9'-0" CLG. o N Q .r W Z © = B H 4 11 14 BEDROOM 3 is° WALL W/ III ■ _ DECO COLUMN TYP. o 11 CLG. - 11 r 1 `�' 9'-0" CLG. 18" RAILING t" x o p F- zo - — - - — - 0 L�j �I SEE ELEVATIONS a O (n 1 I d I I rr Lu Lu p I 1 IF - – _ FOR DETAILS — 1 n Q - I - a -ce W z I 1 -2 11.211 rn - KI A ',� ' V Q ..............,i. ____ V ' Qr ISI Lu o 18 18 - - - - - - Lu SLOPE o .-1 ? d 6' N 1�8" P FOOT) , A pu x W I 14 10'-611 3' 3" 5 -8" 3'-3 10'-311 5' 8 21.411 10'-411 4'-9" _ a 0 f `� Lu Z j 18 z 6 COVERED I ■ N a o 14 rIN BALCONY R & SH �, 9'-1" Ell L w //- - - - - 18 `° CLG. II o o m I �, ZD — — - - - _ = GAME ROOM -a" I '" LU o I / R & SH' 9'-0" CLG. _ ce U — 12 I c a 0 0°N -4" 3'-3" = 5.2.8 I �, 01 CD MT 13 = DRAWN BY Q ,'�-E `� rn h. M 1 11 " 1 11 I I - •� 0 '��' m , Ln 8 -7 9 -8 231-2118-1 I 7n C.CRUZ z I F-, z 6 I F I FLAT SOFFIT B TT @ 81 0,� _ _ , CHECKED BY .0 a3 a 22' 34" 12 9 OD„ in L•\ (TYP.) 42" HIGH RAILING W/ S.VANCLEAVE F a o A IC 17 UP °FT CLG. ° o PICKETS SPACED TO SCALE ooe z w AC ESS�y' :::: v O ---- -- 1'-2" 6" Go REJECT A 4" DIA. SPHERE I °° a > I N – 3'-10" 2'-6 6'-0" 9'-6Z" (TYP.) 3'-911 gF_21f AS NOTED J O -' I R & 5H _______ O I Ln 36" HIGH RAILING W/ p Q 6" DN �,, = 111 I FLAT 50FFIT,, PICKETS SPACED TO L~ uj F MECH / STORAGE 41.911 ------- ;', I I `o $z JS I TYP; REJECT A 4" DIA. SPHERE O O UNFINISHED W. # - o SLOPE CLG. -- - -- _ _FLAT SOFFIT – – – - -_ _ – – SHEET DATE I o a p I O O i I o 04-27-15 1 = 1 I SHEET REVISION INFO a o o A3.N _' / / 8y 2'-611 36" HIGH I en KNEEWALL a = � z I e N OAK < m z j STAIRS io _ I Lu J Q PROVIDE12" M CLEARANCE 6" M-' 611 J m I, o 0 0 = Lu = o ,,, 1 FOR C0 VE ONAL SLOPE CRICKET AS 13f-611 �, ROOF$ LOW j io d SET REVISION INFO o W A FRAMIN REQUIRED. _ q x - - - — - - - - - - - - - — Lu g m A7.82 �, JGo _ OPEN TO - - � WwZ o FOYER BELOW z > I I. o j /CONTINUOUS @ " 0 I _ 20'-S" CLG. En cw� r , I 36" BV. NOSING J M z - Lu SHEET DESCRIPTION I I I 0 rL W Ln Ln Z W o \� SECOND FLOOR PLAN I 1 W 4 � AND NOTES Fz z x Z I I SHED C� J .. J (n J Q I owc w = `n I ROOF BELOW I ROOF z I I I PROJECT NAME. ce a 0 z ATLA O Lu Z W I I I I NTIC BEACH p I Lu = o { I AMBASSADOR � o = p u- v, F= I COUNTY z0w � z ~ ce F r LOT/BLOCK 167 z OZ g z o z -- - - - - -L'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - – �---L - - - - - - - - - - - - - _ �.i TBI NUMBER 167 in Gzo MODEL ,y z w ¢ 10" AREA CALCULATIONS: COASTAL "! p 2 z a 7,_311 1ST FLR A/C LIVING AREA: 2 823 S FT. v za �_ > M w r 2ND FLR A/C LIVING AREA: 1,549 SQ. FT. ATALI NA Lu w o z 41-311 6-0 4'-3 9 -811 8 V-111 TOTAL A/C LIVING AREA: 4,372 SQ. FT. w i Z ¢ ELEVATION NAME — W LL Ln z v 0 14'-1" 18'-9" 14' 6" 1T-9" ENTRY: 86 S FT. Lu N w0. � , 2ND FLR, BALCONY: 157 SQ. FT. COASTAL COVERED PORTICO: 85 S . FT. C� ui Li 1= 65 1 COVERED GARAGE LANAI: 92 S FT. > z = zo Lu m g TOTAL: 5,899 SQ. FT. SHEET NUMBER ooF A7.82 SECOND FLOOR_ PLAN1 ADDITIONAL NOTES, DETAILS & SCHEDULES _ A3 , 82wmW _j z J M SCALE: 1/4'1.= V-0" COASTAL H W J Z J u"y J 0 0 CAN BE FOUND ON THE A3.N SHEET. G ayrO p[ ERIAL NUMBER 10:10.0 M ME B E W W P"MMLEGGE,ME OMEN GEVB:F®GB"BG BM"BIGmFFffi"FM MBI➢%I MM"B"BNFGIBG CWEpfFFF(Tl30P Fah OF�0.TIFiG9GN BFFFBY. N 2x12 WD. CARRIAGE FLAT SOFFIT 2ND FIN FLR. ln� FOR OPT. BUILT-INS ao (3 REQ'D.) 42" HIGH RAILING 4'-10 6'-6" 4'-10' FLOOR TRUSSES BY ENGINEER 920 Q � STAIR RAILING AND � m 00 UARD RAILING NOTE - - - - - - - OU F3/411 I I SHAIV,NOPI M, VANCLEAVE,AIA 11 -4 STAIR RAILING AND STAIR GUARD RAILING TOP OF MANTLE I I CABINETS AND "AR-57o80 SECOND FLOOR SHALL BE CONSTRUCTED TO WITHSTAND A I TO BE 60" A.F.F. '1 I - APPLIANCES ARE FOR I K REFERENCE ONLY z w CONCENTRATED LOAD OF 200 POUNDS APPLIED 1 OPT. j j OPT. o o a Z NOTE*18 RISERS @ 7 5/8" M 1" AT ANY POINT ALONG THE RAIL IN ANY _ z p 0 1 BUILT-INS BUILT-INS j o ¢ ~ N 17 TREADS @ 10" 1 NOSING TYP, DIRECTION. IT MUST ALSO WITHSTAND A co oz _ *ACTUAL STAIR RISERS 0 UNIFORM LOAD, NOT CONCURRENTLY WITH THE I Lu ~ TO BE VERIFIED BY Ec 11 2x WD. CONCENTRATED LOAD, OF 50 POUNDS PER 1 In Lu� o- m CONTRACTOR IN7HE FIELD °�° TREADS LINEAR FOOT APPLIED ALONG THE RAIL IN ANY 1 1ST FIN FLR. � ■ (NOMINAL) DIRECTION. INTERMEDIATE RAILS AND POSTS I �, -4 N w o TYPICAL (IN-FILL) SHALL WITHSTAND A HORIZONTAL FIXED GLASS MASTER BATH ,.a a a � 0 � LOAD OF 200 POUNDS APPLIED AGAINST ANY MODERN FIRE PLACE a F ■ w = mONE SQUARE FOOT AREA, NOT CONCURRENTLY DESIGN FOR REFERENCE H o Luo WITH OTHER LOADS. ONLY O A In W o'-o" FIN. FLR. 3 MASTER BATH DETAIL $ o z = FIRST FLOOR STORAGE 2x4 STUD WD. A3.N SCALE 1/4 `=V-0" ■ o o WALLS NAILER oWo 2 F E I i A3.N SCALE 1/4 '=1 _011' O z Lu 1 0 IR DETAIL w oSCALE 1/4 "=11-0" a u � Q A3. N �p A 2 L a _0� A w•= O a Q x sQZ x O 09 8 w Woo wN = a ■ ozVVV ce o0- m � oc D. auo ' s o. a ; DRAWN BY d w m C.CRUZ z o z CHECKED BY Lu S.VANCLEAVE Lua z SCALE w m ¢ > J o J AS NOTED a p o SHEET DATE 0 b 04-27-15 0. 0SHEET REVISIONINFO aoz = m o nom a W Z z ❑0 ❑❑ am m w 3 3-in o - _ SET REVISION INFO am ao zo00 > z o3: o W w SHEET DESCRIPTION W o 6' o" DOOR TAG FLOOR PLAN � & 0 DOOR SCHEDULE NOTES, SCHEDULES Luo DOOR CALL OUT L a > TYPE SIZE REMARKS LOU Z = o &DETAILS Lu J m 4 E R 1 M TER BEDROOM 1 THERMA TRU INSUL. ENTRY DOOR T-011 X 81-011 &u gm w o c5 o SCALE 1/4"=1'-O" 2 O.H. METAL GARAGE DOOR 81-011 X 81-011 PROJECT NAME z z A3.N 3 O.H. METAL GARAGE DOOR 16'-0" X 81-0" ATLANTIC BEACH DOOR SOLID NOT LESS THAN 1 3/8" WINDOWTAG AMBASSADOR F � � 4 2 8X8 -0 THICK OR20 - MINUTEFIRE - RATED VVINDOW SCHEDULE CST ¢ � o = WINDOW CALL OUT COUNTY "' w 5 HOLLOW CORE DOOR 2'-4" X 8' 0" z o w TYPE SIZE REMARKS z 6 HOLLOW CORE DOOR T-6"X 8'-0" LOT/BLOCK 167 g z Zo z 7 HOLLOW CORE DOOR 2'-8" X 8'-0 A SINGLE HUNG 25 36" X 62" EGRESS / LOW E / VINYL TBI NUMBER 167 a - cn o 13 p 8 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" B SINGLE HUNG 25 (2) 36"X 62" EGRESS / LOW E / VINYL MODEL ao z w �. ¢H M 2z 9 HOLLOW CORE DOOR 1'-4" X 8'-0" C SINGLE HUNG 25 (3) 36" X 62" EGRESS / LOW E /VINYL CATALINA Lu ¢ uj w o z 10 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" EXTERIOR/ TEMPERED D SINGLE HUNG H35 25 1/2" X 62" LOW E / VINYL E FIXED GLASS 36 X 16 LOW E ELEVATION NAME L t3 w LL 11 HOLLOW CORE DOOR 2'-4" X 6' 8" / VINYL LL CD L on 12 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED F SINGLE HUNG 2843 31" X 49 5/8" LOW E /VINYL / FROSTED U) ALL. ni ¢ v 13 FRENCH DOOR (2) 2' 6" X 6' 8" EXTERIOR/TEMPERED G SINGLE HUNG H34 25 1/2" X 49 5/8" LOW E /VINYL 0 Z 4 z 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8 H FIXED GLASS 32" X 16" LOW E / VINYL INSULATION SCHEDULE a 'n � m I SINGLE HUNG 24 36" X49S/8" LOW E SHEET NUMBER Lu 15 HOLLOW CORE POCKET DOOR 2 -8 X 8 -0 / VINYL Z M 0 z = LOCATION TY E R-VALUE U.N.O. In v o �- 16 FRENCH DOOR (2) 2'-6" X 8'-0" TEMPERED /INTERIOR J FIXED GLASS 24" X 50" LOW E / VINYL �— ILI Lu v CEILING @LIVING AREA FIBERGLASS 38 K fIXED GLASS 49 X 72 TOP _ AIN o z m � 17 HOLLOW CORE DOOR 2 V-6" X 6'-8" " ( @ 8'-0" A.F.F.A.F.F / VINYL / TEMP EXTERIOR WD. FRAME WALLS FIBERGLASS 19 ( ) "' ' o o LL 11 18 HOLLOW CORE DOOR 2' 8" X 6' 8 L FIXED GLASS (3) 36"X 24" LOW E / VINYL o ¢ v 1— 0 WALLS TO LIVING AREA FIBERGLASS p[ ERIAL NUMBER. 1010.0 NOTES: TOTE XBTOFXY gIXWIIDt£,,XE XESIBUE9CIED OXIXCi XXnwac ttav:n3wm::xE nvFufiae XmmuX eNimxG Ln CWEM FFFECFI40F WIEOFCEXIIFlGTIOX BEL04V. N " PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS Ua F 9 11 3 NOTED OTHERWISE. l " 5.2.8 5.2.8 5.2.815 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH o 0 3 CRICKET ELEVATION: 5 2 8 "CORAL LIGHT" OR EQUAL PRE-FINISHED sr+aNNON M_ NG�t.AVE AIA ��R 97084 FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. M o U.N.O. — - - - - - - -- - - '- - - - - - - - - - - _ TOP OF HEEL U TOP OF-PLATE _ PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM o cn FACTORY INC.. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS, Lu ce H ■ w o TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST ce a d � z m 2 2 8 INTO THE UNDERSIDE OF THE OPENING. ■ o w 5.2.8 - FLASHING w w METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a .--SIN ` p ui z —< 00 — BE FAUX WROUGHT IRON ALUMINUM, H ■ ca N - --- - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY Lu TOP OF_HEEL MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. ■ z = F T P F_PLATE _ _ _ _ 2nd FIN._FLR. _ U W $ W zo 1._4.. — — I MIS un THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE �q ■ ■ TOP OF PLATE v 'l Gr o SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN ■�I G� 8 I w z N WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND ■ ti a p — — — APPROVED PRIOR TO INSTALLATION. x ■ w ¢ pE I - - - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH 3 0 ^ o 3 LIGHTS WITH TOLL BROTHERS P.M. w q vVa l 5,2.8 0 CD a- 3a00 TL w A o x O -- ow °°ow 25 °° ADDITIONAL ELEVATION NOTES : ~ a LU FIN:_ELR. L FIN. �✓ w N = z a — - - - — 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL ■ C9 0 :v o .` ".. '.• 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS Lu \—lX3 BOARD 000 U Joem ` J 10 AND BATTEN 7 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN Lu o zADDITIONAL 1/2 DROP Q ce O' 5.2.8 a � DRAWN BY w m FRO NT, E EV c.CRuz 2F 0 N z¢ SCALE: 1/4"= 1' 0" COASTAL CHECKED BY x T S.VANCLEAVE z w SCALE ma > AS NOTED Lu o SHEET DATE 0 a o ROOFING PER _ 04-27-15 C' 11 CONTRACT (TY P.) SHEET REVISION INFO ce = m ov � cwno � - � mmw � 12 � J � o 5.2,8 �, g < W TOP OF HES _ 5,2.8 SET REVISION INFO o cn -� _ T�OF-PLATE - - - - - - - - - - - - - - - - - - - - - - - - - UJ Q ' 1 -4" m — Zo � z � I 3Fwo i o m w ® SHEET DESCRIPTION EE cn w p Z FLASHING - FRONT & SIDE � ZW � i I 50 � a w Z - ELEVATIONS Z Z = c - _ P OF HEEL AND NOTES IN 2 � a nSI FIN_ ELR— - - � W = Miv nIV TOP F'HE_EL _ d o z - - - r - - - - — - - - - - - - - -- - - - - - - T "P OF PLATE - - - - - - - 1 1 4 PROJECT NAME ATLANTIC BEACH w vi Ln o - o PQ QLATE— - - - M CDI w W = o AMBASSADOR (nw � MIV 7 COUNTY Z O c 5.2.8E OO [V N Lu r, o o l _ o LOT/BLOCK 167 C) o z — bo Ll 1 11 ul TBI NUMBER 167 E a Ln0 3 to o b o 5.2.8 MODEL ¢ w � ¢ L � aWa LLI I CATALINA Lu 0 z FIN.FUR— IN:- F FLR: Lu F i z a - - - - - - .. � � Lu LL ELEVATION NAME C7 b:. I t:: f U 1Y f Z O .1 'F W CD (an COASTAL a = � � U 5.2.8 z ° T ELEVATION _ SHEET NUMBER En g SCALE: 1/4 1' o" COASTAL REFER TO SHEET A5 . 2 .82' FOR A5v82 z m METAL ROOF SYSTEM _ LijLo) o LL ADDITIONAL NOTES AND DETAILS a aUF- o o p[ ERIAL NUMBER 1010,0 _ mixe a�raXr imawimdE,meX�w oeXaEX oxrio I ouwiXC WM"IIiWfIHTIEAWIIG&E Xrtm+uxawnX� COOEIX EffELth40FOXlEOF�iWG110X B"pN. In z,11 I i n Co :r . rte____________ _ ______________________________________-----__________—_--_---___________ IL . L. . N I I I hr r II n �� L IL C UVE 3:12IL IL] M 2015 = O �r r� (? i n n Ill � ; ROOFING PER :: � I I ; �r L' CONTRACT (TYP.) 2 8 ; - o\ Ov.OH• SHANK-011 M..,VANCLYVE,AIA MPOFHEEL - - - - - - - - - AR 97080 OP OF PLATE /—PITCH BREAK z o I © � LOUVER ----- -- ----------------- 00 FnFLASHINGI m WZ (n - O I ■ Illi I Lu -- -------- - -- -- - - _ -:-- 3:12 PITCH QU UJ d i BREAK i ■ g a o w m i CRICKET I r� W 2 M w ~ _Of HEEL- - - - - - - - - - - - - - - N: )11111 �o 0. w a nP_FIF LAL _ - - - - - - - - - - - - - -- ----------------- ----- -�w x Mlv O 1 U WLu O 0 w o _ �P QF PLATE - - -OJ W \ / 412 412I Oj o MlvCRICKET % \ .7" N �r I� W O � i I I I I a--I \ / a I 0 ,-i - o _ I I O I — — a O Lu ¢ _ � I I o ,� s I r I I I U IF] I � : I �r W I z W be o � I I � U m / ---- -- A- 44 - -t - - � z LL w11 FIN. FLR. - - - - - - - - - Q x pro N 0 :i E.' t� : i. - a O H Z Q - ■ x o 10•.. C7 �+ d r r RIDGE VENTS PROVIDED AS REQUIRED d l oo m u g-; BY TOLL BROTHERS P.M. a8oN z REAR ELEVATION 0 z o w _ DRAWN BY ALE: 4 V-0 COASTAL " � SC 1 I, � oe ROOF SLOPE PLAN SLOPE 6: 12 U.N.O.1, U � m C.CRUZ z zZ ROOF VENT CALCULATION: SCALE: 1/8 "= 1' 0" COASTAL CHECKED BY o 4,350 sq. ft. CEILING AREA 29,00 sq. ft. (REQUIRED) S.VANCLEAVE Lu Lu -. 150 SCALE m a > AS NOTED F Q i. _ Lu 0 o Ln SHEET DATE O 04-27-15 Ee a ce In 9 SHEET REVISION INFO a o z ROOFING PER CONTRACT m o (TYP,) En � Luzo � -< m =Lu3 mwE 9 I 12 w d o 0 5.2.8 s o w a s - - - - -- -_ - - - - - - - - - - - _ SET REVISION INFO - TOPOFHEEL ov Lu Wz6 _ - - -TOPOEP mW L U u u 1'-4" zpOLn �^ WLU ,Z vxi \\ SHEET DESCRIPTION N Lu w o KNEEWALL 36" HIGH REAR &SIDE z w _ co m ce n°-. z LASHI < W NG ELEVATIONS &. ROOF SLOPE PLAN Lu a z z x o TOP OF HEEL ca J a TOPOFP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti 2 I a o = z 2,-01 - - - - - - TOn P 0 HEE�L- _ PROJECT NAME MIS w �Z Z _ _ _ _ _ _ _ — - - _ _ — - - - - - - - _ T4P OE EPL o o ATLANTIC BEACH W W = AMBASSADOR = o = f COUNTY tLnuZ O N _ .� xo N � o LOT/BLOCK 1 I I I I I � LTB : - 0 LOCK 167 w _ CD _ H d : TBI NUMBER 167 ro o bi 00 i MODEL Ln a ^ v W Q - CATALINA Z � > Lu w o z FIN. FLR. - _FIN_. FLR. ' W W(D E3 Z Q - > uj :': ^ ELEVATION NAME V- I L3u on . . . ..... .:,. ... cn . COASTAL N Q 11J W x = 10 $ 6_ 4 60 z T z s z 5.2.8 5.2:8 5.2.8 5.2.8 w mO 5.2.8 _ SHEET NUMBER U'j t7 LEFT ELEVATION REFER TO SHEET A5.2.82 FOR _ 1 Q SCALE: 1/4"= 1' o" COASTAL METAL ROOF SYSTEM A5 ■ 1 ■ V W � Z m ADDITIONAL NOTES AND DETAILS - z Q � � o Q peERIAL NUMBER 1010.0 I L m 1XE ear a m xxgnEOEE,THE"EaEx oEncim oXixxl pMWxiGCOMMMEE9 WINIHEAPrIIGME MINPIxM WxDx16 ,. 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PER PLAN WALL, 2x MOUNTING TRIM 4'TRIM @ PER PLAN n x x.. x p 8 2141 2x MOUNTING TRIM USED AT SHAKE & ��" ,a W 07 p Ind 0SIDING9SIDING PER CORNERS n USED AT SHAKE & LAP SIDING Lu 3: D ELEVATION (TYP.) 3 -O Lu z .. ■ LAP J ¢ " [- LU Co j> C:) O A ■ O � wrA W o o i EVE DET L Z BL ED D TA L 3 T X_ X 4 E DARY BRA KET DETAIL 5 BEAM DEAIL s ce V) SCALE 1/2"=1'41SCALE 1/2"=V-0" SCALE 1/2 =l -0- SCALE 1/2 =V-0 SCALE 1"=V-0" ■ 3 _jLu5.2.8 5.2.8 5.2.8 5.2.8 5.2.8 ■ W o o� Su �' — 0 oSHEATHING `� Z Z be xu INSULATION AS q REQUIRED WATER-RESISTIVE a A BARRIER a 1X6 HEAD LnSTUD z _ ¢ 1' 2" JOINT FLASHING a o p o AS REQUIRED ■ 1u w J 1X4 10 ■ ;uz o ¢� CASING p y NAIL PER Y2" MANUFACTURER a SPECIFICATIONS Fn O,>3- pw` _ J wO Ln .� :� �°' �... ` LAP SIDING 2ND F FOUNDATION a c o �, it BALCONY FIN. FLR. a O a ;"a CONCRETE DRAWN BY a C.CRUZ Ci i m4'SILL m� 4" X a — — o Z z 2" SIDING CHECKED BY ¢ " S.VANCLEAVE 2 LU y 1X6 LL 5 2.8 F APRON '7 Q SCALE m ¢ > a a STARTER AS NOTED --j p STRIP LJ_ w � CEILING FINISH PER SPECS 6 DWT DETAIL B T DETAIL 8 DIN DETE 9 BAL NY RAILIN DETAIL SHEET DATE J p SCALE 1/2"=1'-0" SCALE NTS"=1'-0" SCALE 1/2"=1'-0" 04-27-15 L SCALE 1/z°=r o" 5.2.8 5.2.8 5.2.8 5.2`.8 o 1.. TOP OF PLATE SHEET REVISION INFO Lu m 1' 1" 72 4111EXTERIOR WALL PER PLAN o Lu o fn BEAM PER STRUCTURAL z 1 Go Z 5.2.8 TYP, `Qm Q w ¢ 0 p ¢ = w SET REVISION INFO V) Lu to ROOF PER CONTRACT Q w Z 6 H- 1 -411 I N En m 0 oG w z ROOF PER � P u _ / CONTRACT ON 18"WALL W/ RAILING ABV. Lu z Ln w wo z 1X4 FASCIA — N LAP SIDING 1 ' SHEET DESCRIPTION (n cu w o DAC SHGRADE ATH NGTRUCTURAL EXTERIOR 2X TRUSS } z 2X6 RAFTER '" DURADECK,WATERPROOF ELEVATION o ce¢ w O 2X6 W/ 3" ROUND FLASHIrIT \ j UP WALL, 12 DECK MEMBRANE FL Lu �' 0' TOP OF PLATE MIN., CONTINUOUS _° #12407.1 DETAILS H- cn ¢ VENT @ 24 O.C. / ,y (Lnu Z 2xz n - 36" HIGH RAILING Ln -I ¢. STRUCTURAL POST �.. J 8d.NAILSAT 6 O.C. Lu LU u' = z 11/2" COVE M PROJECT NAME Lou o US O — J METAL DRIP fASCIA TRANSITION, SEE a (D z 1x6 BASE W/ QUARTER SLOPE 1:48 MIN ELEVATIONS FOR DETAILS. ATLANTIC BEACH w z O-p � w ROUND EDGE FLOOR TRUSSES SEE AMBASSADOR o � � � __ - BRACKET SEE ELEVATIONS. Lu s o REFER TO DETAIL _ z FOR DffAILS, U w ( FRAMING PLAN ;� A � W 5/A5.2.82 FOR TOP OF PLATE COUNTY 0 " w 0'-0" FINISH SLAB BEAM DETAIL p S p 2X CONT. WOOD LEDGER In z H- LL AT BALCONY ATTACH PER CEILING FINISH LOT/BLOCK 167 Z o z v� co REFER TO DETAIL STRUCTURAL PLAN PER SPEC., U.N.O. TBI NUMBER 167 gz0z Ili 11 -III=1 E a cn p ;� W1=1 11I-111 3/A5,2.82 FOR — -to 0 b Z PAVERS II III -III-II DECK SEE � 3 MODEL N z ^ o III--III111 1=I_L BRACKET DETAIL STRUCTURAL PLAN. II III I= =1 III -III ALL FASTENER PENETRATIONS TO BE RIPPED TO ALLOW a 'Z j T11111111Illlll11111 1111��1111IIIIIII CATALINA z 4s Lu w o z -III SEALED AND CAPPED FOR SLOPE 3 BLOCKING ( Pi w u- FOOTING BEAM PER W 'n " (PER STRUCTURAL) a 5.2.8 \ TYP. ELEVATION NAME C z aj o e _ HANGER AT EACH RAFTER PER _ - - — STRUCTURAL (n COASTAL N _ W °� . STRUCTURAL PLAN - vi r- u GARAGE DOOR Q z = zo Z w 3 o m < SHEET NUMBER ozi � Q o p ~ io L DET L 11 B C ENT DETAIL 12 BALCONY DETAIL ~ AS . 2 ■ 8 2 _¢ � O � :3 w w m w SCALE 1/2"=1'-0" SCALE 1"=1'-0" SCALE 1"=1' 0" � zI u 5,2.8 5.2.8 5.2.82 J z J LL ma oERIAL NUMBER 1010.0 0 I M ME ENWOF MY MYGWLS)EF, EOE.9Ga OEMCI®ON 1MM M MGCCMMmII WMITIEAFFIIC/MENMMGM GIM➢MG C IN ERWMGFM11E GF CE0.1MI M MHIM. 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SPHER zo > z Ln II � SHEET DESCRIPTION w z 0 BUILDING W w O ruwjTRUSS LAYOUT--// SECTIONS & m a Z W a > o T BY ENGINEER LOFT BALCONY DETAIL z z = 0s- FLOOR TRUSSES BY ENGINEER W v`"i'¢ PROJECT NAME wo N z STUDY w ( �, ATLANTIC BEACH oo � W W = 0 go D 0 I I D D AMBASSADOR w F HALL DROP MASTER COUNTY 0 = HALL ZONE ZoW � 77� MASTER x o LOT/BLOCK 167 N z ~ LL3TORAGE CLOSET TBI NUMBER 167 Z O Z z 0 MODEL E 0 a . cn I 0b N a o z - - _ - CATALINA a _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ - - - - - - - - - - - - - - - - - 1= I1=111=111=111=111=1II-1II ' . z - - - - - - - - - - - - - - - -lll_ILI_III111_111-111_111-III-III II I - - - - - - - -III-111_111_III-III_III_111_III-III_III_III_I11_III_III_III - - - - - _ I-f1l_III_III_III-IIIIII-111-III - - -11-11 I-1 I I I I �. - - -IIIIII-III I _ I I-111_1 I I-III-III I_I I I I - _ _ _ _ _ _ _ _ _ - _ = 1= 1=1 1=1 1=III-III_111_111.-I I II I I_I I I-111-111-I I I_I I I_I I I_I I If I II I I-I I I-111_11 �. _ ELEVATION NAME Lu o z _ I I-III_III_III_111_111_1 I I_I I I_I I I_I I I-I I I_I I LI I I-III-111_1 I I_I I I_I LI III III ILI .III III III ..III III III .III LII III III I I I I I I _ _ _ _ - _ _ _ _ _ _ Lu � _ II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =11=III=III = a - _ .. _ _ - _ _ _ _ - - - - _ =1 III= _ _ - -IIIIII-111_111-IIIIIIIll-Ill_III_III_III=III-III=III=III=III-III-III-111_111-III-II'I-III-111III_III_III-III-III I �,�„J I 1 W LL z I I I_I I I ., I-1 I I_III_IIII I I_I I II I I_I I I-III-III-III-III III, III III III III " -��I-1 I I-I I - - - - =1 I I—III-III. III �11 _III-1 I I- - - - - - _ _ =1 I I Lu —- =1 -1 II-1 I-111=1 -1 -1 -1 -1 -111=111- "'=111=111 1='"- - 1-1 -1 I-111-111=1 1 11 1 -1 I-III-1 I_I I_I _ I Z cn COASTAL N w •-+ w III III-III IIIIII-III III-III III-III-III- _ _ N a = -1 II III 1- 11-1 1111-111111-111 III W Z T Z x Z � z = SHEET NUMBER H W0a .3:ZJ� O . B G SECTION A7 , 82Q SCALE : 1/4 = 1 0" COASTAL m Ha =� pERIAL NUMBER 101 0.0WJGZw U 0 roma earesmaww�;mex�a oe�cimonms oxnw�xc canno$wmiYxeuvuaat xe�ux awwwc caoewerrEcruorwmar�mautmx eaow. . Ln (J r-I Z O t~ ~ LU 0 - MA 2 9, 20 m 00 SHPN�b. VA�v-1EAVE,AIA a 8 A COMP #1 MP #2 . 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W.I.C. - SHEET DATE i BATH04-27-15 G SHEET REVISION INFO mo r — - - - - - o W Z HALL TWO STORY zcn0c7 i FOYER OYER a .„ I VmmW � J E.� = o W _ - _ _ _ SET REVISION INFO Lu � - - o � � w wZ � � J� 0 w z - - - ' BEDROOM 2 Lu W 0 COVERED GREAT ROM x 0 J I I ENTRY 2 U ` � I o z LANAI SHEET DESCRIPTION W o FIRST FLOOR Lu r Z DINI GROOM DIFFUSER L Z= o STUDY LAYOUT Lu :� ¢ w _ z J PROJECT NAME Lou � N o � - -- - - - - - - - - - � PORTICO ce ce W Z Z - - - ATLANTIC BEACH o E HI Fy w Lu S o L=U - - - - AMBASSADOR C3 - - - COUNTY w Z cowc LOT/BLOCK 167 g z zo z TBI NUMBER 167 E n 'n o M a G LU a MODEL z � z CATALINA CD c„ o � r gwCz r DIFFUSER LEGEND w LL W LL Z w o ELEVATION NAME j N � a� W COASTAL �? a _ LL ® SUPPLY V F- v RETURN ® EXHAUST FAN zo Z 2 L W a SHEET NUMBER cc ro o F SCALE: 1/4"= V-0" COASTAL F- i oLumw FOR REFERENCE ONLY _ M 1 S2 �--. 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Ln V N SINGLE RECEPTACLE w DUPLEX RECEPTACLE (piF 240V RECEPTACLE " z m fb SWITCHED RECEPTACLE � QUADRAPLEX RECEPTACLE 00 �] SINGLE FLOOR RECEPTACLEA SHACENON-M VANCLE(NVF;AIA DUPLEX FLOOR RECEPTACLE asty' . FO SWITCHED FLOOR RECEPTACLE ? o DISCONECT FOR TANKLESS A QUADRAPLEX FLOOR RECEPTACLE z WATER HEATER z o LIGHT & SWITCH @ GFI GROUND FAULT INTERRUPTER z cn � ATTIC ACCESS P WP E M IRRIGATION WP WEATHERPROOF GROUND IN o �, _ FI HB EP ELECTRIC PANEL V ■ U., —Lu ce ' 3/4" EMPTY CONDUIT TO GFI =- J _------ rlr --- VP VAPOR PROOF J - - -.— — - - N D �. ■ ce w m i GFI WP 2 AN G --J ® RECESS INLAND, (EYEBALL) FIXTURE o _ _ GANG J BOX W/ �, d W M GFI o - - - - - W. 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DOOR w_ — I / SINGLE POLE SWITCH w I I 11 REFI \'",SECURITY SYSTEM j� S.VANC EEAVE W ` N � � - - o >- -ISLAND _ GFI III SPA E 1 $ 3 WAY SWITCH SCA Lu / _ - - -- 3 m a > , HALL-� P1DlD — ---- 4 WAY SWITCH AS NOTED � I I I I � —_— o = II I 1 GOURMET UNDER RM. -- --- $ DIMMER SWITCH \ p q PUSHBUTTON " o ; KITCHEN CABINET PAN RY / b r o SHEET DATE o FOR DW: O' G ' '' =ti Lo DISCONNECT SWITCH V ii ii ii N _ _ _ _ _ _ _ _ _ _ i GF W•I,C• V � � LI 04-27-15 J o 1 1 \ , i, a o - - - - - - - - - - - - - - -I- - _ L - F R I H , . �I BAH / ]� JUNCTION BOX N \ 1, \ SHEET REVISION INFO TV JACK W > o \ \ 7 - - — - ♦ PHONE JACK - PREWIRE ONLY _ \ I I, I WALL TO 2ND QT THERMOSTAT z cwn o Cul — — -- - - - - - — ~ _ 0 Z \\ \\ / I ` �� --- MOUNT FLR LIGHT ®$DECO qpLTJV OPT." 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COUNTY z0 w f — - - — - - W i -'- FOR GAS LOT/BLOCK 167 cn g z o z HB FIREPLACE TBI NUMBER 167 E a NO vGro � .MODEL QRLn PRO CATALINA W , o 2WpZ ' Cw7Ww � oz rl r o � ELEVATION UJ COASTALE ce N d N w Lu ti N. F .V r z A Z =. 4 OZ 10 D; 1— Lu FIRST FLOOR C L LAYOUT _ SHEET NUMBER Wm 0 o F = SCALE: 1/4 V-0.. COASTAL � oLUm � _ Elv82 _ ooE '�-� ERIAL NUMBER-ac� � o U 1010.0 a DC 0 - raixe emFcv"riwow�e,ixEo®cn oecnn ox ix6 ELECTRICAL SYMBOLS LEGEND Ox W0OW6�W"HTFAWSBE OU"Ox xN➢NG CODE W ERFCFAx OFOPIEOFt@OIFlGl10N BEIOW. Ln U N z (b SINGLE RECEPTACLE LIJDUPLEX RECEPTACLE M' x. 2015 _ 240V RECEPTACLE m SWITCHED RECEPTACLE. : QUADRAPLEX RECEPTACLE 0 0 �] SINGLE FLOOR RECEPTACLE SHAH Oi M.,VAI�CLRAVE`AiA DUPLEX FLOOR RECEPTACLE as g7080 __ - ] SWITCHED FLOOR RECEPTACLE z p QUADRAPLEX FLOOR RECEPTACLE z z0 GFI GROUND FAULT INTERRUPTER a WP WEATHERPROOF GROUND O EP ELECTRIC PANEL 1 ■ V) Lu ~O r-1 - - - - - - - - -- - - - - - - - - - - I'J--, �rI VP VAPOR PROOF � m • � VP VP OPT. ® RECESS INLAND. (EYEBALL) FIXTURE N M ~ I \ OPT. L SINGLE FLOOD- WALL MOUNTED r1 a F w � � o OPT. I ' ' I�--, o - I - a of w ¢ I \ / � DOUBLE FLOOD - WALL MOUNTED �- ¢ �� ■ > ~ co I SINGLE FLOOD SOFFIT MOUNTED BEDROOM 3 VU D o DOUBLE FLOOD - SOFFIT MOUNTED � A w. g En o o i BEDROOM S BATH 4 / 3 ,T" / HANGING / PENDANT - CEILING HUNG �� • • 14 ce (n ]� I BEDROOM /� - INCANDESCENT FIXTURE - CEILING MOUNTED J > z op . - �\ '1 I ,/-/ / -�- INCANDESCENT FIXTURE - WALL MOUNTED rr • o / / I D o E \' BATH 3 --, ` x y . V O 12 1 \ / Q / / r--- ® RECESSED HIGH HAT w p Z Lu oU I �. \ \ Tv OPT I I / ✓" -------------------------------------- 2 H FT UNDER CABINET FLUOR. FIXTURE a A Uz I \ \ \ OPT N « GFI / "� � 3 FT UNDER CABINET FLUOR. FIXTURE A Z Ln ¢ I TVOPT F 48 d A w o ��4 FT UNDER CABINET FLUOR. FIXTURE a O ( / / ®SD CO OPT. STRIP LIGHT LO a � x r Z I \' _/ / / E= 12x24 FLUOR. FIXTURELft% b_ x o F a Q I - -- - SD / �f GFI O 12x36 FLUOR. FIXTURE a W o - - - - - - - - - O P ( I 012x48 FLUOR. FIXTURE GTa, N = J 2448 FLUOR. FIXTUREo - - - - 6 GAME ROOM • EXHAUST FAN o m �/ \ \ _— , I �� EXHAUST FAN w/ LIGHT a O O I \ _ - M. ELECTRIC Co. METER / II � a I �" 11 II a 0 HALL j LOFT' G.M. GAS CO. METER DRAWN BY U — I E l z m Q EQ, ®SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR C.CRUZ SD SMOKE DETECTOR CHECKED BY � LUa � I I � - - - - - ,! � � LJJ I I $ SINGLE POLE SWITCH M w L ---r-- —__ COVERED $ 3 WAY SWITCH SCALE m a J A.H.U. #2 ----- -�I 1 OPT BALCONY $ 4 WAY SWITCH AS NOTED o ¢ ` ---- - - - - - - - - Tv - - - � $ DIMMER SWITCH L'- vLL'i \ \ i 4 PUSHBUTTON DISCONNECT SWITCH ' SHEET DATE CH / STORAGE: „ ' � � � � � � - � �� '� I 04-27-15 w 4 b I \ UNFINISHED iT 1 T iLRi i\ // ,' I �] JUNCTION BOX 0- 0 4 I - IT H / ® TV JACK SHEET REVISION INFO = m v' I ♦ PHONE JACK - PREWIRE ONLY I- M O c� I OT THERMOSTAT w z ~ j 1 I FOYER TO T FLR Q PHOTOCELL SOFFIT MOUNT m m � I SWITCH I Q PHOTOCELL - WALL MOUNT BELOW Luw N �_- - - - - - - I D ELECTRICAL PANEL J Lu �, _% i 5P SET REVISION INFO C:) cn _j I / r I O KEYPAD R WIRE FROM TOP OF WALL M ROOF BELOW a g 0 m I ®CHIMES o > z TO 1ST FLR I I F====� STRUCTURED PANEL (a.k.a. SMART BOX, 3: L o o SWITCH I I COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) Qd W W I INT. INTERCOM SHEET DESCRIPTION W W z i C10F BELOW I i SECOND FLOOR LL''o �- gLo m-< z I J FOR REFERENCE ONLY ELECTRICAL Lu w> S Z z = Z I I LAYOUT uj ia 1 I I �- - - - - - - - - - - - - - - Lu Ing N z I I I PROJECT NAME ee 9 Z i ATLANTIC BEACH o Z AMBASSADOR Wxo ago = 1 I � 7 COUNTY w � - - - - - - - - - - - -- - - - - - - - -- - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - -- - - - - -- z O F- O - - - - - - - - N z = LL LOT/BLOCK 167 C) o z TBI NUMBER 167 o G zo MODEL ¢ oZ � N 0- W a CATALINA uWoz x 0 ui u- Lu Z w o ELEVATION NAME Ln CD 0- W COASTAL Lu N Q O. w m N FLOOR _ SHEET NUMBER -a V a F SCALE: 1/4"= 1'-0” COASTAL � aWcoR __ E2 . 82 � oWmW U ~ a o0 p o 1 p[ PERIAL NUMBER 1010.0 a 0 MO E BEST OF MYIMGIYIHIGEWOEEEGH GEM OHIHIS GMWIHG CGMFmwff IMEMFIICBBIP MIMMBM BBBBIBIG MEIN EWE M OFMTEOFCEBII"ClOION BEIGW. N Z M 9.215 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING �w 01. INTEGRATE INSTALLATION OF WEATHER RESISTIVE U BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER — FOLD UP WEATHER ' m RESISTIVE BARRIER & a J 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE' INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 o HEADER TO ALLOW FOR ER RE IS INSTALLATION THROUGH FLASHING BARRIER TEMPORARILY SECURE 1. CUT, FOLD UP &TEMPORARILY �. SHANNQN M;uANC�LEAYE,AIA SECURE WEATHER RESISTIVE AR 97080 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIE3 ABOVE HEADER TO WEATHER ° EXTERIOR BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING 1. P E A CONTINUOUS z LL INSTALLATION BARRIER LIQ PPLIED FLASHING 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE — 6 TO INTERIOR FACE OF 0 SILL PAN T ASONRY OPENING IER TAPE a a FLASHING AND SEAL WITH WEATHER RESISTIVE BARR RESISTIVE 2. INSTALL HEAD FLASHING UNDER z pl BARRIER WEATHER RESISTIVE BARRIER 2 ( JAMBS, AND HEAD) o 2 _ (ASSEMBLED 1 AL ALL JOINTS OF Lu F 3. FOLD- EATHER RESISTIVE T+ 'WINDOW) T ONRY WITH • tow 4 .. .;::az 5 SILL PAN a � ... ....... O BARRI R BACK OVER HEAD EE„ 2 NTINUOUS SEALANT. z m FLASHING AND SEAL WITH TAPELu 2 w _ ' ><;•:.:_ c� 0 FLASHING C�3 o :' >>:. a Lu a > `F;3:;; i: ::»::; .;: y E:1 DO NOT FLASH F ■ Lu ¢ R: `. ;:::.. OVER BOTTOM V O A w CORNER LU CIO +::::. PATCH NAILING FLANGE U ..........:r v W ! ^!i:i:i:::iin 0 i .n . ........- N ¢0 zo NOTES: �I " " 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE ■ $ i > o FLASHING 4 : FLASHING (MIN 6" WIDE). CONFORMING TO AAMA 771-07 x 0 ; 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF "' Q Z 'En 0 WINDOW SILL PLATE. 1 W A a = NOTES: 3. INST ALL FLASHING IN ORDER AS SHOWN BY NUMBERS. A j 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6' WIDE) a A w a CONFORMING TO AAMA 711-07 4. INS ALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED p „a wC BAR IER TO FORM WATER SHEDDING LAPS. PER AAMA 100 07 �+ Q map 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS O x a ...,........ 3. MECHANICALLY FASTEN AS NECESSARY PRE CAST SILL a. 04 UJ o a EXT 1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL ExT-z TYPICAL WINDOW FLASHING DETAIL NOTE: CLEAN OFF ANY DEBRIS 0 a (EXT-1) D3 N.T.S. (EXT 2) BEFORE APPLYING D3 N.T.S. d ,' OPTION -A UCCO RAKE 70INT AT WINDOW ANY SEALANTS. oam v _. IOR PERIMETER CAULKING LuLnaoU 0 FLASHING W TO BE SECURED DIRECTLY DRAWN BY 0 o n 611 - TO UCTURE AS DESCRIBED WINDOWS TO BE INSTALLED PER HAMA 200-12 a CONT. DRIP EDGE ON PR APPROVAL M. STRICKLAND v LL w CANT STRIP ACROSS DOOR HEAD z ,o s: >. :.- TO DIVERT RAIN WALL PER PLAN WALL AS CHECKED BY z z ;:: .- ....... SILL PLATE WALL PER PLAN 0. SWAFFORD ¢ < ;Trs?;:;;.:i:: REQUIRED Lu SCALE -- -- m � REGLET SEE NOTE #2 RAIN DRIP 22 X 34 = SCALE AS NOTED ca < i EXTERIOR 3. INSTALL BUCK. PROVIDE 2 NOTED SCALE J 0 � DOR � � LIQUID APPLIED FLASHING 11X17 1/ 0 o ~ a OR CONTINUOUS SEALANT U- w WALL SHEATHING EXTERIOR P.T. WOOD BUCK SET IN TO MASONRY SIDE OF SHEET DATE p o� WITH WEATHER WINDOW CONTINUOUS BEAD OF BUCK PRIOR TO BARRIER R 0 RESISTIVE NTA DESCRIBED SEALANT S I; v INSTALLATION. INTERIOR PERIMETER CAULKINGSHEET REVISION INFO � � G ON PRODUCT APPROVAL o NOTES; 4. SEAL ALL JOINTS (BUCK a 0 0 " 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE: DRYWALL CK TO ' m U CONFORMING TO AAMA 711-07 �� MASONRY) WITH THIS DETAIL ONLY APPLIES AT EXTERIOR NOTE: CONTINUOUS SEALANT. in En DOORS THAT HAVE NO IMMEDIATE OVERHANG O Lu En o (D 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE ASECON WINDOW BUCKS ARE TO BE a w z z To INTERIOR WINDOWFRAMES RMES METEOR 5. PROVIDE AHIQUIDR STORY WALL ABOVE THEM.' r m w 3c 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT E OR AND 0 APPLIED FLASHING 0 0° _j SELF ADHERING FLASHING w ¢-' o o TO BUCK (INTERIOR FACE SET REVISION INFO (no � TYP L WINDO TO REMAIN UNSEALED). WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW o to J w x s � EXTS _ EXTERIOR OPENING OR BEAM ExT6 HEAD DRIP DETAIL EXT HEAD DRIP DETAIL ExrB JA SEALANT DE 6. VIDE WINDOW.TINU 0 oc w z 3 SEALANT TO ALLLANGES g o D3 N.T.S. (EXT 5) D3 N.T.S. (EXT 6) D3 N.T.S. (EXT 7) D3 N.T. OF INDOW EXCEPT AT w z SSILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION o w 5 5 EACH END), STANDARD H•„ (7WO F z w SEALANT AT INTERIOR AND 4 7. PROVIDE CONTINUOUS NOTES & DETAILS m a_z EXTERIOR. REFER TO 0 ¢ > S PT WO BUCK AAMA STANDARDS FOR w z = 0 K.O. COURSE TUCCO ON 8" CONC BLOCK WALL INSTALLATION STEPS. N ¢ W/ (1) - #5 CONT ROUT FILLED CELL W/ PRE-CAST SILL . rum w = z SLOPE Pi Ir DRILL & EPDXY #4 @ 18 O.C. 1�111100000 PROJECT NAME �'� o HOOK ART & BEND DOWN INTO STAIR. ce En FOR SPACING) _=- -------. AIR ANY DEBRIS ------�- WALL PER PLAN NOTE: CLEAN OFF 0 o - _ , CONC. STAIRS BEFORE APPLYING U, x o SITE WALL SCHEDU — SECONDARY _ r HEIGHT FOUNDATION FTG. REINF. DOWEL ANY SEALANTS. o w w SIZE (W x D) SPACING ' d DOWELS BEND z o = 8" CMU STEM INTO STAIRS. WIND TO BE INSTALLED LOT/BLOCK W �- 0'-0" to 4'-0" 2'-0"x 1 4 (3) #5 s CONT. 56 o.c. #5 VERT, HOOKED INTO E z 0 z " oFOOTING @ 40" c z o � r 4 1 to 6 0 31-0"x 1 4 (4) #5 s CONT. 48 o.c. 1PERAA 00 12 TBI NUMBER ao z i, V-0" ----- - d too ri B BEND I 1' o' MIN, ,i 6 -1 to 8 -0 4 -0 x 1 -4 (4) #5 s CONT. 32 o.c. r b 6" 5"x5" METAL FLASHING STEP OR MODEL Li zo ~ t E w/TAR BETWEEN' CONTINUOUS ALL l l � � a W � ¢ r. f1LL N 0. w ¢ GRADE ar �� _ FLASHING AND SHINGLES FLASHING -IIIII I N KICKOU ELEVATION NAME w PAST o g N ROOF PER PLAN ALL of z V w Lu o - — ' -:--- =�-s- 77-7=-a-----=r-- PLAN VIEW ¢ w 3 � -- i TYP. FTG. EXTEND TYP, FTG @ E vi F r_i J SEE CHART FOR WIDTH, SEE STAIRS &PROVIDE F z z FOOTING SIZE AND DETAIL FND 3B #4@ 18" O.C. E.W. TYPICAL p ROOF TO �/ SHEET NUMBER o � m REINFORCEMENT INFO R TYPICAL PICAL CM U Boz = � D3 EXT9 PRIVACY WALL STEM WINDOW FLASHING DETAIL EXT 10 CONCRETE TAIRS ON GRADE ExT 11 WALL FLASHING `DETAIL EXT4 EXT-11) D3 N.T.S. ( ) Lu � � � u _ 1 0 (EXT-9) SCALE: 3/4"=1'-0' ( EXT-4 w z J w D3 SCALE: 3/4 - '- " D3 EXT 10) D3 N.T.S. a := o o ERIAL NUMBER 1009 ¢ Uro �i 0 it 10IAMi 'OP HVIOM VEE;TIEO MIGM6IEOUN'IG OMW mWII All Of INE MWIGBIEI9Tim 81YIIIf. till CQOEPI EffFR0.40F MiE OF�t161GT10X BFIAW. (� Ln z ROOFING PER CONTRACT ON (2) N ~ LAYERS OF 7/16" SHEATHING ` Ence (CONTRACTOR TO PROVIDE PRODUCT @,_ - APPROVAL FOR ROOFING SYSTEM) SEE PLAN g 015 02 2 X 6,W/ 2" DIA. a ROUND VENT @ i , 0 0 24" O.C. , SHANNON VANCLEAVL�AIA ASR 3708Q CARIBBEAN CLASSIC COASTAL SHINGLE METAL DRIP y EDGE 0 1X4 FASCIA o z SOFFIT LEGEND N.T.S. CEILING INSULATION _� (SEE ENERGYY CALCS.) Lu AR TAILQQ @ 24" D.C. 1/2 RIGID GYPSUM B OARD o ■ a c Z m 3/8" CEMENTITIOUS DBL. 2x SYP. WD. d M p w SOFFIT TOP PLATE a a o FINISH MATERIAL 2x SYP. #2 WD. STUDS . � H o PER ELEVATION H @ 16" O.C., TYP. J w ¢ W LU F- WALL INSULATION O d Cru O SEE ENERGY CALCS. 0 1 X 6 HEAD TRLM ( ) C.) w 8 ■ Lu � 0 0 z = � 2x SYP. #2 WD. HEADER • -SEE SCHEDULE � w 3 ■ WINDOW v � w z BACKER ROD . SCHEDULED o � 0 AND SEALANT (SEE FLOOR PLAN) � x o WINDOW ATTACHMENTLn o Lu COMPLIANT W/fBC R= SILL 1X 6APRON 2x SYP. #2D. STUDS @ w Z y"w 16" 0C. 00a p I STRUCTURAL Q EXTERIOR UCT M c& ;z I WALL INSULATION .a Q z cc z SHEATHING AS REQUIRED � A.' � z w BY FRAMING DETAILS (SEE ENERGY CALCS) a o a WATER RESISTANT BARRIER ■ II I- ,..., CONNECT WALL PER a a � o (2 LAYERS REQUIRED) � N Lu _, POLYETHYLENE HOUSE WRAP FRAMING DETAILS ■ II = z a OR APPROVED EQUAL SYSTEM C> FINISHED BASE MOULDING 0 2x SILL PLATE w - ROOFING PER CONTRACT ON (2) 3/4" GYPCRETE (OPTIONAL) 0 0 YERS OF 7/16" SHEATHING 2x RIBBON FASTENED TOP OF m bIVTRACTOR TO PROVIDE PRODUCT' TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR ............... . Lu o o APPROVAL FOR ROOFING SYSTEM) SEE PLAN TRUSS ENGINEERING TRUSS z p DRAWN BY Lu a � 2 X 6 W/ 2" DIA. ` w C.CRUZ Z w m ROUND VENT @ , 24" O.C. CHECKED BY S.VANCLEAV E � METAL DRIPS WAINSCOT/TRANSITION o } - EDGE 2x RIBBON FASTENED BATT INSULATION SCALE cc 1X4 FASCIA TO FLOOR TRUSSES REQUIRED OVER GARAGE AS NOTED m o PER TRUSS ENGINEER (SEE ENERGY CALCS) o F- ¢ CEILING INSULATION s Ln (SEE ENERGY CALCS.) DBL, 2x SYP. WD. TOP PLATE o cwa En 2X6 RAFTER TAIL 1/2" RIGID GYPSUM BOARD SHEET DATE 0 @ 24" O.C. 1/2" RIGID GYPSUM BOARD d o TRUSSES (VERIFYW/OTRUSOOR 04-21-15 ce (ALi N DBL. 2x SYP. WD. ( o °� S/OffIT MENTITIOUS TOP PLATE ENGINEER FOR TRUSS LAYOUT) SHEET REVISION INFO a o z 2x SYP. #2 WD: STUDS LU m FINISH MATERIAL 1/2" GYPSUM = @ 16 O.C., TYP: o � PER ELEVATION WALLBOARD ON STUDS o L o WALL INSULATION W/ WALL INSULATION zp z 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) 1 X 6 HEAD TRIM (SEE ENERGY CALCS) a Lu m m 2x SYP. #2 WD. HEADER p J FH -SEE SCHEDULE 0 SET REVISION NFO Lu ¢ � 0 I :z x w HEADER , SEE FRAMING � t w PLAN FOR SIZE AND DEPTH LU uJ z F BACKER ROD SCHEDULED WINDOW : Ln r AND SEALANT (SEE FLOOR PLAN) c6 � w z WINDOW ATTACHMENT z o 5/4" SILL COMPLIANT WITH FBC-R F w = 1 X 6 APRON 1/2" GYPSUM BOARD ON SHEET DESCRIPTION z cN BACKER ROD SCHEDULED WINDOW o g w v� EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION AND SEALANT (SEE FLOOR PLAN) x o z (SEE ENERGY CALCS) z w BE FLUSH WITH THE EDGE 5/4" SILL WINDOW ATTACHMENT OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS COMPLIANT WITH FBC-R STANDARD r a o GAP BETWEEN FOUNDATION @ 16" O.C., TYP.' 1 X 6 APRON 1/2" GYPSUM BOARD ON NOTES & DETAILS o Q w p AND SHEATHING 2x P.T. SILL PLATE STUDS W/ WALL INSULATION Lu z = o WATER RESISTANT BARRIER EXTERIOR SHEATHING TO (SEE ENERGY CALCS) 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION BE FLUSH WITH THE EDGE N �a ( PER FRAMING DETAILS OF THE FOUNDATION, 1/4" 2x SYP: #2 WD. STUDS !I w ,� ¢ cn POLYETHYLENE HOUSE WRAP GAP BETWEEN FOUNDATION 16" O.0 TYP. PROJECT NAME ( 0- o z OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE °� Lu _ O AND SHEATHING ' ATLANTIC BEACH SHIELD UNDER SILL PLATE 2x P.T. SILL PLATE d o z w FLASHING FINISHED BASE MOULDING WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION o MAIN FIN. FLOOR_ �� (2 LAYERS REQUIRED) pER FRAMING DETAILS AMBASSADOR Lu W ELEV @@ 0' 0" ' POLYETHYLENE HOUSE WRAP Lu > OR APPROVED EQUAL SYSTEM PROVIDE CONT.SHIELD UNDER SrILLTPLATE AL MITE COUNTY o w En Z FLASHING —III III z o w FINISHED BASE MOULDING LOT/BLOCK 167 Lu F- - — MAIN FIN. FLOOR Z p z III =i 4" CONC SLAB W/ p TBI NUMBER 167 z oz _ VAPOR BARRIERELEV @ 0 0 Cn o - REFER TO STRUCTURAL MODEL 0 � zz Luol= — N z z DRAWINGS FOR z a� III1 lI 4 CONC SLAB W/ CATALINA Ln a w =III a a. III= COARSE COUNT z VAPOR BARRIER FOOTING ZEV W Lu Z a - .• -- (PROVIDED III W • . _ ELEVATION NAME -� w w _ OTHERS REFER TO STRUCTURAL UJ o - ) N w, III III DRAWINGS FOR � =III- .a III - COARSE COUNT & Q COASTAL; N ¢ _ w - FOOTING SIZE x; 11 z Lj (PROVIDED BY CL W - 1 � III OTHERS) _ SHEET NUMBER o Z w � EXTERIOR WALL 1= __ _ 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION _ D7 w J Z Lu m V- 2: Q o o w D7 SCALE: 3/411 = 1'-0" SCALE: 3/4" = 1'-0" ~ a ¢ o p[ ERIAL NUMBER 1010.0 ul 0 i ttl1XGEEft GFMVIGIG'MHIGE1HE Gf5IGX GEPICI®GNTIIG OM"GIGINUWW11H.7H WNFAXIF NXlXflM GUGUXIG MGE IN Eif&TA9et OFfFXTifIC"ION EEVJW.. N ~ SET MIRROR 3" FROM SET MIRROR 3" 1 vi - MIRROR-VANITY-S s DRYER VENT (TYPICAL) MAY 2 V U15 � END OFF BACK SPLASH FROM INSIDE CORNER F o GAS PIPE (TYPICAL) m x FOR GAS DRYER ONLY ' J 1'-2f Ln 0 o COUNTERTOPS x o L M O v DRYER VENT (TYPICAL) SHANNON'_W-VANCLEAVE,AIA 36" HIGH X s m GAS PIPE (TYPICAL) AR 97080 io Lu (VANITY-5") MIRROR ��'' L FOR GAS DRYER ONLY o OUTLET BOX �, a 1/4" MIRRORDRYER VENT BOX- no o CENTER SIDEWAYS ATTACH PER MFR. m IN BACKSPLASH H INSTRUCTIONS oz _ D Q D D 1/2" RECESS It 111 A Lu 5- FOR MIRROR DRYER VENT BOX ATTACH PER MFR.. u El[l Lu co `� ❑ ❑ INSTRUCTIONS v� 2X4 HALF WALL z m "' o' " YORKTOWN 0 Lu P.T.cn P.T. SILL PLATE SILL PLATE o TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a a az CABINET E- Hill o W = m V NITY MIRROR INSTALLATION INSTRUCTIONS: O A H 0 !5 1 MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U W Q = 2 AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: • C RNER. (YORKTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, ° w o NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. d > ui 0 COUNTERTOP CANTILEVERS MORE THAN 1011 3 . UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 0 > 0 o B:FORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x ❑ `?' coir 0 1 g +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS, LENGTHS PER MANUFACTURER'S SPECIFICATIONS. n, p Z _ o INT-i KITCHEN HALF WALL DETAIL INT-2 ASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY A z Lu a m D8 SCALE: 1/2" = 1'-0" (INT 1) DS S ALE: 1/2 = l'-0" (INT-1) D8 SCALE: 1/2" = 1'-0'r (INT 3) d a A Wcez � x in TILE OR STONE ON 1/2" COMPARE x O A = z w HARDI BACKER BOARD MANUFACTURER'Sa, 8 OVER 4" EXT. PLYWOOD DIM OF TUB & ■ C) 00 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING, PUMP LOCATION N L z a TO CONTRACT SPECIFICATIONS) • �" x o o y �" 0 0 WALL TILE REFER TO FLOOR PLAN, VARIES - SEE PLANS U ca low o N 2X BLOCKING BETWEEN VARIES BY MODEL � u z STUDS (3 WALLS) 1 ROW OF TILE Z °o w 2X4 @ 16" O.C. DRAWN BY `t � w VINYL LINER (3 WAL ENDED 5" g o' - CORNER SHELF M. STRICKLAND z w m UP WALLS cx� o (1) CERAMIC CORNER 10 o Jo � FLOOR TILE SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY ¢ 100% SILICO NT BETWEEN U- m' \ ��a - 0. SWAFFORD Lu � TILE BACKE ET BED o '�' ' x m x x DROP IN TUB X SCALE m Q uj OR ce w 2" SHOWER DRAIN + N N 2X4 CRIPPLES o � 2-2X4 THRESHOLD d 22 X 34 = SCALE AS NOTED o ¢ 11X17 = 1/2 NOTED SCALE p � n TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER 0 o THRESHOLD � WHEN IN CONTACT TUB AS REQ. BY SHEET DATE 15 WALL TILE W/ CONC. MANUFACTURER'S. a o ADJUSTABLE GAUGE COAT WETBED PLAN 6, o z SHOWER DRAIN SHEET REVISION INFO m U LINER SET IN SEALANT @ T _ } 0 2 SHOWER DRAI LANGE OVER ROOFING FELT FR-33 DROP P'f 1 N- TUB DETAIL Lu Z aLn 0 z E: 3/4" X 9" RADIUS MARBLE SHELVE E�A T SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION D8 SCALE. 3/4 1 0 (FR-33) USED IN LIEU OF CERAMIC WHEN MARBL WEL AS PLUMBING ACCESORIES. REFER TO o'Lu ¢ o o MARBLE TILE OPTIONS ARE SELECTED. ARC ITECTURAL PLANS BY MODEL o �P\Fy1P X10 z s o w G�� SET REVISION INFO Wz _j � INT-4 WER & CURB ON FRAME OOR I _S STANDARD SHOWER SHELF LOCATION E TIED INTO FLOOR a g LA m D8 : LE 3/4" l'-0" (INT-4) 8 SCALE: 1/2" = 1'-0" (INT-5) JOIS EXTEND TO z o z BOTTO OR JOISTS. ti 3 L w = END POST TO TE g w LnSUBFLOOR. SHEET DESCRIPTION Lu W o - STANDARD Z w FACE NAIL END POST NOTES & DETAILS r � o BLOCKING. mceaz o ¢ o "' 2x BLOCKING BETWEEN � z z = z FLOOR TRUSS AGAINST Lu Ln ¢ END POST. swi o- o rnzo SUB FLOOR. - PROJECT NAME Lu �� .. ce zin z Lu Lu _Ch Lu w / E CL L.0z o z y LOT/BLOCK F- ` TBI NUMBER �t z .; y �r o w o MODEL z ¢ �r ¢ o w ALL N uj W o z FLOOR TR / i ( ) w z ¢ ELEVATIONALL AME Lu u N z W O a� a o a oc w fH o z ,"z-Xo z W m SHEET NUMBER 0 a _ � o W m W FR 34 HALF WALL TIE-IN DETAIL D8 u o o D8o (FR-34)¢ u r o N.T.S. ERIAL NUMBER 1009 i i. TGIXGEEft GFMVIGIG'MHIGE1HE Gf5IGX GEPICI®GNTIIG OM"GIGWIIfXIESW11H.7HWNCAXIF NXIXflMfRIGUXIG WGE IN Eif&TA9et OFfFXTifIC"ION EEVJW.. N ~ SET MIRROR 3" FROM SET MIRROR 3" 1 1 MIRROR=VANITY-S � END OFF BACK SPLASH FROM INSIDE CORNER DRYER VENT (TYPICAL) .MAY 2 y •2015 F-• A PIPE (TYPICAL) G S FOR GAS RYER OLY a11-2" ---- ---- ----- ----- M g 0 o COUNTERTOPS x g o M O v DRYER VENT (TYPICAL) SHANNONTf-VANCLEAVE,AIA 36 HIGH X _ m GAS PIPE (TYPICAL) AR 97080 Lu io (VANITY 5") MIRROR ��'' ru FOR GAS DRYER ONLY u-z C) OUTLET BOX m MIRROR DRYER VENT BOX- no o CENTER SIDEWAYS ATTACH PER MFR. m IN BACKSPLASH INSTRUCTIONS oz _ D Q D D 1/2ff RECESS � 1 W - El[lFOR MIRROR DRYER VENT BOX. u ATTACH PER MFR. Lu ooc `o = ❑ ❑ INSTRUCTIONS v� ■ 2X4 HALF WALL ae z `° "' " YORKTOWN P.T. SILL PLATE iv P.T. SILL PLATE d W N 0 Lu JT o ` ' TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a a a z CABINET H o W = m V NITY MIRROR INSTALLATION INSTRUCTIONS: O A H 0 !5 0 1 MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U W C] O = N O z z 2 AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: tS a C RNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, • ° w o NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. d > ui 0 COUNTERTOP CANTILEVERS MORE THAN 10" 3 . UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED ■ 0 > 0 o B FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x ❑ `?' coir 0 1 z" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS, LENGTHS PER MANUFACTURER'S SPECIFICATIONS. n, p Z _ o INT-i KITCHEN HALF WALL DETAIL INT-2 ASTER BATH MIRROR WOOD TRIM DETAIL INT.3 DRYER VENT BOX FOR DRYER ONLY A z A Lu a m D8 SCALE: 1/2" = 1'-0" (INT 1) D8 S ALE: 1/2ff = l'-0" (INT-1) D8 SCALE: 1/2" = 1'-0" (INT 3) WN a W z a x �' in TILE OR STONE ON 1/2" COMPARE x O A = z w HARDI BACKER BOARD MANUFACTURER'Sa, 8 OVER 4" EXT. PLYWOOD DIM OF TUB & ■ O 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING, PUMP LOCATION -a N F z a TO CONTRACT SPECIFICATIONS) ■ �" = O , 0 0 WALL TILE REFER TO FLOOR PLAN, VARIES - SEE PLANS U o % 2X BLOCKING BETWEEN VARIES BY MODEL � u Z STUDS (3 WALLS) 1 ROW OF TILE Zow z x 2X4@16" O.C. DRAWN BY `t ce w VINYL LINER (3 WAL ENDED 5" g o CORNER SHELF M. STRICKLAND z w m UP WALLS cx� o (1) CERAMIC CORNER 2!� 0 0 x :5i o o FLOOR TILE SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY = cn ¢ 100% SILICO NT BETWEEN m ce ce TILE BACKE ET BED o ^ 0. SWAFFORD W m '' _ - x x DROP IN TUB x SCALE m Q OR w ce 2" SHOWER DRAIN + N N 2X4 CRIPPLES o 2-2X4 THRESHOLD d 22 X 34 = SCALE AS NOTED O a xzl 11X17 = 1/2 NOTED SCALE p W cin TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE d o / TUB AS REQ. BY THRESHOLD WALL TILE WHCONC,CONTACT MANUFACTURERS. a o ADJUSTABLE GAUGE COAT WETBED PLAN 6, o z SHOWER DRAIN SHEET REVISION INFO m U LINER SET IN SEALANT @ T = r o 2 SHOWER DRAI LANGE OVER ROOFING FELT FR-33 D RO P11 1 N- TUB ,DETAIL aLn 0 z E: 3/4" X 9" RADIUS MARBLE SHELVE E�A T SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION D8 Lu Z SCALE. 3/4 1 0 (FR-33) USED IN LIEU OF CERAMIC WHEN MARBL WEL AS PLUMBING ACCESORIES. REFER TO o'Lu ¢ o o MARBLE TILE OPTIONS ARE SELECTED. ARC ITECTURAL PLANS BY MODEL o �P\Fy1P X10 z x o W G�� SET REVISION INFO Wz _j � INT-4 WER & CURB ON FRAME OOR I _5 STANDARD SHOWER SHELF, LOCATION E TIED INTOFLOOR �� a g LA LA m D8 LE 3/4" = l'-0" (INT-4) 8 SCALE: 1/2" = 1'-011 (INT-5) JOIS EXTEND TO y1� QP z o z B01TO OR JOISTS. ti 3 L w = END POST TO TE o g w SUBFLOOR. SHEET DESCRIPTION w Lu W o STANDARD z w FACE"NAIL END POST NOTES Hl DETAILS r g & o BLOCKING. mceaz oao "' 2x BLOCKING BETWEEN � z z = z FLOOR TRUSS AGAINST v"'i R --ii a END POST. Luw = � 0 0 zo SUB FLOOR. - PROJECT NAME � �� .. Lu 12 ux _Ch Lu w / E z O z LOT/BLOCK C ~ � to g o Z .TBI NUMBER <r z a Wo Ln MODEL uj ALL N w o z FLOOR TRU / ' TYP W LL z a ELEVATIONALL AME . W u N Z W p N N C] Oe W Q. W= � �y-' Z W m SHEET NUMBER �0 ooz _Ln � o W m W FR 34 HALF WALL TIE-IN DETAIL D 8 � z __j � o o D8 N (FR-34) o a u r 0 .T.S. ERIAL NUMBER 1009