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1753 MARITIME OAK DR - NEW HOME ARCH DWGS MME WOFM/mWaIM ME DESIGN OEWOI®OXIXIG GXnwmcm��XixEUXiiG�E wwMun GUEnwc. Ln O]OE IX ERX3I ASOF@XE OF OSRIIFlGl10N XEIOW. V ; 14 z r. Ln w 5 0 -ooSHANNON M.V!�T.,LEAVE,AIA U I— AR 47080- THE CATALINA ZLL o � Z Z ¢ 5 �, Z(n rLi � ■ w I— � ■ $ z OF DRAWINGS 2 z m LIST CRAP ICS ABBREVIATIONS �' ¢ w M a o a w PC1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER LU P.0 a F, w GN1 General Notes a z ETAIL NUMBER DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH d H w ¢ = EQUAL FND. FOUNDATION PSL PARALLEL STRAND w Uj w Coo SLAB LAYOUTS DRAWING NUMBER @ AT F.P. ' FIREPLACE LUMBER DRAWING NUMBER U A W ■ o A C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM / $ LU A1.81 Slab layout for CARIBBEAN ELEVATION / ■ m; o o x :DETAIL UILDING SECTION DETAIL CALL-OUT A1.N Slab Notes, Schedules and Details ABV. ABOVE FT. FEET P.T. PRESSURE TREATED _ CS a z NUMBER ! _ DETAILNUMBER ADJ; ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD g Wce o FLOOR PLANS> � � RAWING NUMBER � � ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD': POWDER a ■ .. o Uj o A2 .81 First Floor Plan and Notes for CARIBBEAN ELEVATION A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD x ■ w o H A3.81 Second Floor Plan and Notes for CARIBBEAN ELEVATION AHU AIR HANDLER UNIT GAL GALLON Ln o % ALT. ALTERNATE G.A. GAUGE R RISER a Z o z A3.N Floor Plan Notes, Schedules & Details CEILING HEIGHT CHANGE W q O ED ¢ o � ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR a = CENTER LINE GFI ' GROUND FAULT RAD. RADIUS Z W Z EXTERIOR ELEVATIONS `� B.B.Q. BARBECUE A Ce U Ln ¢ ELEVATION MARKER SPANISH TILE BD. BOARD INTERRUPTER REF. REFRIGERATOR a04 w a m A5.81 Front & Side Elevations and Notes for CARIBBEAN ELEVATION GL GLASS REINF. REINFORCING C a Q w = o A5.1:81 Rear &Side Elevations and Roof Slope Plan for CARIBBEAN ELEVATION SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM �+ 3 a �, SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING O P n D Details for CA RIBBEAN ELEVATION x El Elevation eta cn Exterior e A5.2.81 a SIDING , BR. � � BRICK D. � � R REQUIRED U z �� H� HIGH Q Q a. x Q w BKFST. BREAKFAST ■ 04 T SECTIONS FRAME BEARING WAIL ® BRICK HB HOSE BIBB R & SH ROD & SHELF 0 o BUILDING HD, /HDR. HEADER R.W.C. RAIN WATER CHANNEL Ir, w o _<j A7.81 Building Sections and Balcony Detailfor CARIBBEAN ELEVATION 0 INTERIOR WALL (NON-BEARING) 0 STUCCO FINISH CALC. CALCULATIONS ■ — z C.J. CONTROL JOINT = o HORIZ.HT HORIZONTAL SF/SQ.FT. SQUARE FEET 0 " o DIFFUSER LAYOUTS CMU MASONRY WALL ® EARTH CL CENTER LINE GABLE END WALL INSULATION CLG CEILING SHEET SGL SINGLE y AN ELEVATION ® CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT, o a m M1.81 First. Floor Diffuser Layout for CARIBBEAN aw R M2.81 Second Floor Diffuser Layout for CARIBBEAN ELEVATION U O z FRAMED KNEEWALL DECORATIVE STONE C.O. CLEAN OUT INT. INTERIOR SH. SHELF Q ca o COL. COLUMN I.L.0. IN LIEU OF SHWR. SHOWER o W ELECTRICAL LAYOUTS 0 DROPPED SOFFIT 0 PRE-CAST LINTEL/ HEADER COMP. COMPRESSOR SL. SLIDER DRAWN BY z o w " KNEE PACE SPECS SPECIFICATIONS C N r<S K E S CONC. CONCRETE ,,, E1r81 First Floor ElectncaP Layout And Notes 'for CARIBBEAN ELEVATION C C.CRU Z z L` m Second Floor Electrical Layout And Notes for CARIBBEAN ELEVATION CONT, CONTINUOUS S.P.F. SPRUCE PINE FIR .� E2,81 Y ` L ` LONG SPRG. PT. SPRING POINT CHECKED BY - p z DB. DOOR BELL LAVATORY STD. STANDARD S.VANCLEAVE LU Ce a- STANDARD NOTES & DETAILS w DBL. DOUBLE LDRY LAUNDRY STL. STEEL D3 Standard Notes & Details LIN LINEN STOR. STORAGE SCALE o r w — - DR.& SH. DOUBLE ROD AND SHELF m a > D7 Standard Notes & Details DECO. DECORATIVE LT LAUNDRY TUB AS NOTED T TOP C) --ji D8 Standard Notes & Details DET. DETAIL +.m'B. MASTER BATH T&G TONGUE & GROOVE o ~ _ DIA. DIAMFT "_ MAXIMUM TEMP. TEMPERED' LL �' DIM. DIMENSION M - MEDICINE CABINET THK. THICK SHEET DATE O o o DIN '` DOWN MFR. MANUFACTURER T.O. TOP OF 05-01-15 U DR. DOOR MIL MILLIMETER T.O.B.B. TOP OF BOND BEAM Lu a. in DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO o D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM a o z DW DISHWASHER MLDG. MOLDING TYP. TYPICAL = m_oU DWG. DRAWING M.P.H. MILES PER HOUR U) o E MT METAL THRESHOLD UC UNDER COUNTER EGRESS U) U.N.O. UNLESS NOTED z0z E.E. EACH END N.T.S. OTHERWISE r w z NOT TO SCALE m W m E E.W. EACH WAY V.B. VAPOR BARRIER SET REVISION INFO w ¢ o o ELEVATION LU O.A. OVERALL = w ELEC. ELECTRICALOIC. ON CENTER VERT VERTICAL I� cS ENC LOSU RE V.T . VENT THROUGH RO w zaENG ENGINEERED O.H. OVERHEADOF OPT. OPTION(AL) oWm EQUIP EQUIPMENT W WIDE C7Wwz EXT. OPNG. OPENING z R > EXTERIOR WITH E-1 W o � OSB ORIENTED STRAND BOARD Uj W.C. WATER CLOSET SHEET DESCRIPTION wz RED. PEDESTAL SINK WD WOOD COVER cn w o z POLY POLYVINYL WDW. WINDOW 0 w 0 'P.S,F, POU NDS PER W.I. . WALK-IN CLOSET SHEET o QU WPGFIWATERPROOF FIm'Wa z W.W.M. S LU WELDED WIRE MESH W ¢ � o HOUSE ELEVATION ABBREVIATIONS I.- z = o DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC W J z ABBREVIATION FULL NAME ELEVATION CODE LU Ln TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 MAN' MANOR 03 PROJECT NAME w 0 L zo WIL WILLIAMSBURG 07 cn ATLANTIC BEACH W IAL 08 v� PROVING _ PRO. 0 0 W BUILDING TYPE. V B CHA. CHATEAU 09 DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II AMBASSADOR VER. VERSAILLES 10 LU o W f.B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE ? cLA. cLAsslc 1s p ArtoCOUNTY vi w MED. MEDITERRANEAN` 19 z o = o F.B.C. MECHA ICAL 2010 ULTIMATE DESIGN WIND SPEED = 130 MPH TRA. TRADITIONAL zo LOT/BLOCK 101 (n z ~ COU. COUNTRY MANOR Zl F.B.C. PLUMBING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH TBI NUMBER 101 z oZ HER. HERITAGE 22 a N o F.B.C. ENERGY CONSERVATION 2010 EXPOSURE - B CMN. CIMMARON 28 MODEL m z w �. £ Q � � s F.B.C. FUEL G S 2010 ENCLOSED BUILDING MSN. MlssloN 3o CATALINA D P a w a CFT. CRAFTSMAN 31 I'' z > F.B.C. ACCESSIBILITY 2010 Uj w o z INTERNAL PRESSURE COEF. -e-.iH/-.1H SGL, SPANISH COLONIAL 32 ELEVATION NAME W ri z ¢ N.E.C. ELECTRICAL 200$ BOR. BORDEAUX 33 1 0 w U_ FOR WINDOWS & DOORS SEE FLOOR Q . ALL Ln z v o BRO. BROUGHAM 39 O N Lm' N.F.P.A 101 012 PLAN FOR ACTUAL PRESSURES w NASCE 7-10: MINIMUM DESIGN LOADS VIE VIENNA 41 40 a WTHIS DRAWING AND DESIGN IS 'VALID o F FEMA RULES REGULATIONS TUS. TUSCAN 44 T z = 0 FOR 12 MONTHS AFTER THE DATE IT 11ENtEWED FOR CODE COMPLIANCE Z SHEET NUMBER m c7 CLS. CALAIS 46 Q w � m IS SIGNED AND SEALED OR WHILE ITV. ITALIAN VILLA 58 CiTYOFATLANTIC BEACH z w F SEE PERMITS FOR ADDITIONAL cc .o = CURRENT CODE IS VALID SHN. SHINGLE 62 LU m w PBC. PALM BEACH 80 I�EQUIiIEII�ENTSAND CONDITIONS C1 0 1 0 G EvtEwEo�tl: DATE* a 3=� M J CRB, CARIBBEAN 81 `a zo 0 o CST. COASTAL 82 J ERIAL NUMBER 1010.0 o MY MGN D ON 5. PRE-ENGINEERED WOOD TRUSSES SHALL DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION onee�orUM THE oWMININUM MWING TERMITE SPECIFICATIONS: �g "E ��wx""��"6 WITH SPECIFIED LOADS AND GOVERNING CODES , SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES BRACING ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, EXTERIOR OPENINGS IN WIND BORNE-DEBRIS REGIONS AS DEFINED.BY THE FLORIDA BUILDING CODE • SECTION R318 PROTECTION AGAINST TERMITES � � SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED AMIAMI-DADE - v u AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA,PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE � z TERMITE PROTECTION SHALL BE PROVIDED BY REG[STERED TERMITICIDES, INCLUDING SOIL APPLIED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL NFLICT BETWEEN THE 4m -" IDE PPLIED TO WOOD OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED A MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CO N _ PESTICIDES,BAITING SYSTEMS, AND PESTICIDES R USE A PRE ENTIVE 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 `LU OF TERMITE PROTECTION LABELED FOR N F THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. A�, �2 0 Cdr_ SECTION 202, REGISTERED TERMITICIDE , UPON COMPLETION-0F THE APPLICATIO 0 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND T THE BUILDING t- E HALL BE ISSUED 0 T� F COMPLIANC S , r PROTECTIVE TREATMENT A CERTIFICATE 0 TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS, s SIMILAR CONDITIONS. o I STATEMENT: p,� DEPARTMENT BY THE LICENSED PEST CONTROL CO PANY THAT CONTAINS THE FOLLOW NG AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD �'m THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN N ALL •� >- -� ESTABLISHED BY THE FLORIDA PROVIDE 1/2 ,NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 .TYPE X GYP. BOARD 0 a TERMITES. TREATMENT IS IN ACCORDANCE WITH AES AND LAWS EST N TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE p p DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 7. MATERIALS SHALL NOT BE STACKED OR LOADEDO SHANNON M.V4NCLEAVE,AIA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 97080 \ NOTE, 1 METHOD OF TREATMENT S BE APPROVE D 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. HALL OR BORA-CARE" PRODUCT METHODS MUST 3E DETERMINED AT PERMIT STAGE AND PRODUCT L UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY z w APPROVAL DATA MUST BE ON FILE WITH 7H" BUILDING DEPARTMENT. 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 0 PRESSURE TREATED LUMBER THAT HAS BEE CUT OR DRILLED THAT EXPOSES: UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCESTHE MEMBERS OFTHESE WALLS WOULD NOT SOFFITS PROTESTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. z o .2) PORTIONS OF WOOD ARE REQUIRED TO BE •IELD TREATED TO PREVENT INSECT INFESTATION, NEED TO HAVE CONNECTORS APPLIED.PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION ■ ¢ . N - _�n OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS QU Z H W p OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS 24" A.F.F. HALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NONBEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" D.C. MAX. • s 2. UNLESS NOTES OTHERWISE,ALL UPLIFT CONNECTORS S a „ w c F' SPACING W/ 1/2 MIN, GYPSUM DRYWALL EACH SIDE OR 2x4 STUD GRADE LUMBER OR BETTER AT 16 .. Ln Lu STRUCTURAL NOTES. MANUFACTURER SPECIFICATIONS; 0/C WITH SINGLE TOP AND BOTTOM PLATE: W oo W m CAST IN PLACE CONCRETE a M 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES a a o F 1. MISSED"J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK F A SLUMP 0 5 MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800;psi AT 20 DAYS H ° w p WITH 6 EMBEDMENT. SIMPSON SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS a 3 z 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS, O A S3 RECOMMENDATIONS: SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. w = m ASTM A 615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. U W o o FORM TO AST A-185.-WWF SHALL BE LAPPED AT LEAST 6" 2. `FOR MISSED VERT.DOWELS DRILL A 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE ■ o +?i 3. WELDED WIRE FABRIC SHALL CON �j o ~ Lu 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 ' BUILDING IDENTIFICATION ° Lu AND CONTAIN AT LEAST ONE CROSS ops WWF IS NOT RE UIRED AT EMBEDMENT EPDXY SIMPSON "SET';EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS, ASSURE MBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH z s � PER PLAN WHEN FIBERMESH IS USED ILO WWF, A )OUBLE LAYER OF Q ( APPROVED NU ¢ z THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRISFROMDRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE ■ � 8 p p USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO Lu F ALL TOP BARS OF BEAMS. THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. GROU UMBERS SHALL BE A MINIMUM OF 4" TALL 1J2" THICK AND CONTRAST WITH > � � 4, HOOKS SHALL BE PROVIDED AT DISCONTINUO SENDS 0 MANUFACTURER S SPECIFICATIONS, THEN FILLTHE CELL IN THEIR BACKGROUND, x ° o w o 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25' AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN'CONC. FILLED CELL EACH SIDE OF Z �� a O STUCCO HALL E PROVIDED. A 25 LAPS B FOOTING), W w O THE JOINT (BAR DOES HAVE TO BE CONT. TO F00 ) „ L Q o ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO ^I W Z o < z 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. A .. U3 ¢ p 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 s v 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 O { ) PLYWOOD PANELS. � Lu o LESS THAN 860 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN SO STRAPS MAY a A 13� Z 8. PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6 AND U Ln ¢ BE SUBSTITUTED OR NO RE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. a w u.i SEALED UNDER SLAB ON GRADE. CONTACT ARCHITECT OF RECORD FOR SUBSTITU wiz ~ p o 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS x O A � a ( MIL. VAPOR BARRIER ON 4" M N. TERMITE TREATED COMPACTED FILL FIBER MESH ATMID DEPTH ON 6 STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON COMBUSTIBLE. a ■ G Z ( O MAY BE USED ILO WWM, WHEN FIBER MESH MEET OR EXCEEDS SPECIFICATIONS SET FORTH IN THE z w LIVE LOADS': ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE F ¢ FBCR 2010 R506.2.5). RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL;SI+ALL BE USED IN'THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ■ w N 0 GRILLS OR COOKTOPS. n p R MORE BARS ARE RE D. THE BARS SHALL BE HELD IN PLACE AND 40 PSF 10. WHEN 0 Q BALCONIES/DECKS Z ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" S ACED NOT MORE THAN FOUR FEET APART. STAIRS 40 PSF ANCHORAGE " O REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: U 20 PSF L ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. a w ALL REINFORCING STEEL SHALL BE NEW DEFORME "BARS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE $0 PSF p a JHALL MEET ASTM A-615 REINFORCING FOR FOOTI VG SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL vS 30 PSF 0 °° CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS REPLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BESECURED TO SUPPORTS AND BE Q uz STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ¢ REINFORCING TIED TO FOOT NG REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY 0 0 � ADDITIONAL CROSS REI CONCRETE CONCRETE UNLESS OTHERWISE INDICATED z wWHERE PERMITTED SHALL BE THE FOLLOWING MI IMUM, UNLESS OTHERWISE INDICATED ON THE ¢ � � STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/ INCH AND CHECKED BY w NT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE v ti BE m E _ FTGS, WALLS,:COLUMNS, BEAMS, SLABS. 40 DIA. OR 25 MIN: o REINFORCING. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al ATTACHED TO CEILING 70ISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT Of NO. z,z FILLED CELL & MASONRY REINFORCING:- 48'DIA. OR 2 -6 MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI i „ A. BARLEY O ¢ 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 /z .INCHES LONG HAVING A HEAD NOT LESS THAN w `c� _ TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI % INCH IN DIAMETER, SCALE F a WELDED WIRE MESH. 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF _ opc rz Lu MASONRY WALL CONST FIBERS PER CUBIC YARD MIRRORS m ¢ > CONCRETE ASTM C90-01;STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPES 1800 PSI MIRRORS'SHALL BE, CHORED TO STUDS WHEN IN EXCESS OF 9 S.F. .1 p J 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING MASONRY - CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED p o =TO ASTM C90, WITH A MINIMUM NET COMPRESSIV STRENGTH OF 1900 PSI (f'm = 1500 PSI). UNITS: DURING CONSTRUCTION H,V.A.C. NOTES SHEET DATE U- N 2. MORTAR SHALL BE TYPE "S"; CONFORMING TO STM C270. o p � T HALL CONFORM TO ASTM C47 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: d A COARSE GROUT S STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 MECHANICAL RESIDENTIAL, AND ENERGY CONSERVATION he v o AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11 � v� ,, ,� R, SHEET REVISION INFO T A + ABOVE FLOOR. I., S 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS.FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. N0. 2 SOUTHERN.YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS T 4 0 p d WITH COARSE;GROUT. FRAMING: 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 a o z WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. >_ 0 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) Lu in v MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER o � WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL; Lu z v- OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. ELECTRICAL NOTES o Lu VERSA LAM BEAM: Fb= 2900 PSI (2.OE) z 0 (7 EC HALL BE LAPPED A MINI IUM OF 48.BAR DIAMETERS, UNLESS THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. W z 6. REINFORCING STE S WOOD COLUMNS: PARALLAM 2OE U.N.O. Lu z 3: Y DISCREPA NCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR OTHERWISE NOTED ON THE DRAWINGS. AN rmw � m = 7," GROUT STOPS SHALL BE PROVIDED BELOW BO dD BEAM. PLASTIC SCREEN, METAL LATH STRIP SHINGLE ROOF: TILE ROOF: TO THE COMMENCE NT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO w ¢ �o WOOD ROOF DESIGN LOADS. o OR CAVITY CAPS MAY BE USED TO PREVENT-THE LOW GROUT INTO CELLS BELOW. THE USE OF TRUSSES: RD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL p w z s FELT PAPER AS A STOP IS PROHIBITED. TOP CHORD cn w TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. p V) -' LU 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL ADDER JOINT REINFORCING DUR-O-WAL OR F GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED "•' z F ENGINEER APPROVED SUBSTITUTION) AT ALTERN ATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF' 10 PSF ce g N >_ OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ¢ a � m SHALL BE CONTINUOUS AND SHALL LAP A MIN. 811. TOTAL: 40 PSF 50 PSF U cc w z SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO O > WOOD CONSTRUCTION WIND UPLIFT RESISTANCE: 10 PSF 10 PSF p NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO 3 N p CONTACT WITH MASONRY CONCRETE OR THE LOAD SIDE OFA GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION �- w = 1. ALL WOOD MEMBERS EXPOSED TO WEATHER R IN CO z � - SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND ad r OIL SHALL BE PRESSURE TREATED. MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHA 'BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL o w,z S UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAX U MUST BE INTERCONNECTED. Lu w N ALL EXTERIOR WOOD STUD WALLS BEARING ALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD BATTERY BACKUP STEM. MULTIPLE DETECTORS cn w o z 2. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD p �u o FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES Lu G GRADE OR BETTER SHALL BE USED REGARDLESS )F SPECIES, WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS: m ce c• z . ANY WOOD FRAME INTERIOR BEARING WALLSTUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF A.F.F. UNLESS OTHERWISE NOTED. 3 ALL WALL RECEPTACLES SHALL BE 12 o a > STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR LIVE LOAD: 40 PSF z ¢ p PLUMBING LINES, ETC.SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O, 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12' z z x z TOTAL w p IVE TO F EE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME ¢ 4. MANY OF THE NEW PRESSURE TREATED WOO S USE CHEMICALS THAT ARE CORROS Lu 2 ¢ SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION, 2500 PS S LU STEEL. IT IS THE CONTRACTOR'S RESPONSIBILI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS°REQUIRED. o z APPROPRIATE CONNECTORS THA RESIST CORROSION. FOR EXAMPLE, ACQ C, NDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL` ALL ce o AND TO SELECT STEEL FASTENERS CO N POUR FOR & c� AC -D CBA-A OR CAB REQUIRE HOT DIPPED GALVANIZED OR STAINLESS S VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. � O z Q Q CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATIO 0 u�5 z w DOT SODIUM BORATE (SBX)'DOES NOT. 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. O OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR ) Lu x o IN EVERY KITCHEN, FAMILY ROOM,DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, t- U w STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL p 0 = 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Lu H ALL STRUCTURAL& MISCELLANEOUS STEEL A36 3 ,000 PSI, U.N.O. TUBE STEEL. ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. o w w GRADE B, Fy = 46.000 PSI PIPE STEEL. ASTM A53 TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - z o s O WELDS: E70XX ELECTRODES STRUCTURAL BOLTS; ASTM A325, BEARING TYPE CONNECTIONS _ E w DOORS &WINDOWS TBI NUMBER CL E z w STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY DE WITHOUT THE PLUMBING NOTES z o z M A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSI IN AND C094 o CONNECTIONS WHERE INDICATED, BOLTS CAST IN CONCRETE. ASTM A36 OR AST g z z USE OFTOOLS 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 MODEL '`! 0- - Ln p STEEL REINFORCEMENT SHOP DRAWINGS TO BE ROVIDED TO ARCHITECT OF RECORD BEFORE M z ,- HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE RESIDENTIAL .� 0 G p i- FABRICATION. .. z w ..., FLOOR AND N0 PART OF THE.OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL � ¢ r, � �. ALL BIBS SHALL FURNISHED W/ BACK FLOW PREVENTERS AND MOUNTED 26" ABOVE p z PROVIDE MINIMUM OF 3 DIAMETER SCHEDULE 4 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. a "' > R407.3. GREATER THAN 24" OR PROVIDEAN APPROVED FALL PREVENTION DEVICE PER R616.2. z Lu DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME N Lu w o z THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ( w PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE-MANUFACTURED TO CONFORM TO THE BLDG ALL D o c7 LL GENERAL NOTES W ' N Z O r L BRIDGING BRACING FOR PRE-ENGINEERED TRUSSES SHALL AS REQUIRED BY THE TRUSS CODE WJ RESPECT TO MIN:EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. L � a � L WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ,v in Louw MANUFACTURER UNLESS NOTED ON THE PLANS. -0 ALL GLASS WITHIN INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND Lu � LL RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. E .s 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER`ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE aD 1- RE UIREMENTS PER 2010 FBCR 8308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION,THE ARCHITECT SHALL > ~ z o MEMBERS ARE NOT SHOWN, BUT SHALL BE DESI �NED BYTHE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS,SEE ADDITIONAL SAFETY GLAZING Q NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER' z w WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH �= w c� C° I PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 13/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED, v o z = F 3. THE TRUSS LAYOUTS PROVIDED IN THIS LAYOUTS CANNOT BE MATCHED THE TRU 3S MANUR IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. IF THE LA H INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES;PRESSURE GN1 ¢ g DESIGNER,TOLL BROTHERS, FOR FURTHER Q t w w 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), ~ in Z m H z J U- 0 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGH METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12"'C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ERIAL NUMBER 1010.0 a 0 o TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C 0 ' S TOT@ BBTOF W MOINIEDGE,WE DEIGN D MCTED ON WIS "+ CROWING COMPUMINIMWE APPUGNE MMIMBN BUILDING Lnci m"J 0�8fr2015 FICATION oZ N U). oW ASHAAQ�N,� A7.8180'-0"009'-0" 45'-10 41, 110o 9 15 10CL�AVB,AIA AR 97080 1011 1011 6'-8" 4' 11" 5' 0" 4'-11" ' 11 0" 48" x 48" CONC. PA 3" ABOVE GRADE TA. PAD 8 0 B.F.F. (TYP,OF 2) . 0 PRE PLUMB FOR FOR FUTURE POOL EQUIPMENT z o FUTURE BARBEQUE GAS LINE TO FIREPLACE z c AREA o q tHB Lu oc -EF --- I.Wd 0 I o 0. r-._� �__,T-_____ __ ____� r__�... L _fir___ ___� �___-._ _T7____� Wzm co O W J o o0 31-311 p I ��--�� ( : =_J�I u j I i0 n . j: d' n �O = .: a 1_4 o .. . CIS a p o GAS LINE I = 8 a s 8 ^' Q, r~ Lu z¢ FOR FUTURE 9'-0" °' °° 1, °" ''' 00 1._0 ao `° -' o ,> o BARBEQUE - o o w J' O A � o O z i AREA STEPLAI .0 w o T.O.PAD - --- � z I I ; PAVERS ON �--------------------------------- 3:: - ------------------------- Lu ce Oce '•0"B.F.F.(TYP.OF6 STEMWALL 10'-4 I 13 -1011 o O � O :: I _ r �._ : .11 d x w o SLOPE PAVERS @ 4 11 5 5 a p z 0 1r8" PER FOOT --- -------------- Cd �, rad i" L- -� r------� ---' L E� of p I A � La LQ ?j W I I I ,� . 'rrp = W p i '-. p IFI ,I i , O .--i > LL Q wO ¢ v oo ISI -6" is ii ¢� w O I' O _ rlj C4 a x` I En w z w L_i PAVERS ON a �--- --L --_-----r .TZn `° x O y o rn �' FT-I TEM S WALL A � O w w o , A7.81 I 21711 A1,N TYP, 8' 2" 2' 6" 21-9211 21_011 A7.81 fi N O I 4 -71, 31_211 NOTE: FIN. FLOOR TO BE 18" 0 1, 3„ MIN. ABOVE CROWN OF ROAD I 1'=0" Z __ _ L __- ____ _ r pJ r - , --- --� � OLn .Z _____________1,-_� 1 n ------------ ----- --------______ ¢ d I ° _° , �--,_____ z O ,� c' I --- `_---- --� ; ' /� i 11 L II i /1 <., _ DRAWN BY ¢ i = FINISHED FLOOR N I i 61 ii Lu o' ' _P f r' rf iib'. I y 1 o in C.CRUZ co U 0 2E > -;` I, r' �, r-- ------ F-- '.=r---`--------- `'----- ---- CHECKED BY. Lu °CLIJ ¢ -II- -- PROVIDE ELEC ., -=---- u ` = 6" PLUMBING w S.VANCLEAVE -------- o } c =c L STUB OUTS IN SLAB �^ i -- i 6" PLUMBINGWALL -6" M WALL ¢ o SCALE Z > FQR ISLAND UNIT I i 25 -11 ' no " > Ln AS NOTED J O J I I ' 'n J Q Ln Li-,W Ln ,n Ir e 11 I , C__ I - Ln rP 4 t, I ii - i --- -, 7 -0 3 -5 �0 22 -6 b r0 0 _ :. _ __J' I �__� - bo 'SHEET DATE.:. h- U O M c L--------- ---------J. I,. L.I. 4 L i i. °c d �i 14'-1111, I ,I ' ----- -� 2 05-01-15 . 1 00 °e F- 1 11 ;') ----n I SHEET REVISION INFO o z 15-0 N I ;,91 LL, r o i- I , LII SLOPE SLAB @ 1 RFI#110020 SF 06-03-15 = m c C I i t GAS LINE TO 1/8" PER FOOT y - Lu z vi N /, . .J = I ----Ll DRYER z ? O Z ¢ LLJ .... M ^ I1 M mm W ?> __________ _—____ __ _-___ -- 1-.1 pJ ' i ----- L---- CI r _ ___ z p � i GAS LINE TO ` SET REVISION INFO ® QTYP. z a = � COOKTOP �> �' �' �- --�W c) F- ------ --, � 11,I - ----- Q g m 20' 111 8' 10" 9 22 2'-6"I A1.N co 07wwz <\ O O r------- N v 1, RAVERS 011 p w Ln i�ISTEMWAL I�r I N I M SHEET DESCRIPTION Ln w p Z -_ _____ N _ (� w O Iwl r-- ---- - -J i ti rl _ W F- DNI In rB a p -611 0 o SLAB cc w z _ — w ¢ > O 1 0 Ln - - - - - 6 �- Ln ¢ A1,N TYP, = PLUMBING 2 LAYOUT N a N �__ ,1 "' WALL A1.N Lu w ¢ L-------- CeI,;I 4- a 22'-611 o a p 271-8" i' 121-811 WATER PROJECT NAME W ATLANTIC BEACH � L`ii z z I I ;.., 3" I SOFTENER OQ �, W , LOOP g I Il p II AMBASSADOR Ln w COUNTY 0 W W N L r__ __ -___ ____ .� r_J-`-_ _-________ ___ -, r__ __-___y,-, L„ f=-- o0c _ LOT/BLOCK 101 Ln z LL PRE PLUMB FOR FUTURE HB zoz 10 0 g z o z 10 OUTDOOR SHOWER TBI NUMBER 101 a • cn O 1_ 11 GAS TAN(LESS W/ Lu z zO F 2'-3" 4 6 3 0 ZE GAS LINE TO TAN LESS W%H I 0 MODEL z a 8" 4 .71 71-6" 24'-0° L ,1 Z a 96 x4s Arc PAD 3 CATALINA "u ,pl, p z 12' 1" b3' 1" ABOVE GRADE 4 10 NOTE: STEMWALL FOUNDATION ELEVATION NAME ' w u z a Z Lu 801-011 F- CARIBBEAN W w I4 Qw � LL V) °S z= zp B NOTE: FIELD VERIFY ALL GAS LINE p LOCATIONS PRIOR TO POURING SLAB z SHEET NUMBER Z A7.$1 w � � m p Z = Q _ ooh G m w SLAB LAYOUT ADDITIONAL NOTES, DETAILS & SCHEDULES Al 81 z � SCALE: 1/411= V-011 CARIBBEAN o o LL CANBEFOUND ON THE A1.N 'SHEET. w ¢ v i- o J ERIAL NUMBER 1010;0 I TOTHE xESTWWOla®GE,ME a OEVRxL ON TWE oxM1WaG CONIf WEWMIGxIE MINIMUM MIDDENS . axeaar[craSarGNiEGx�cmox eEww. Ln SLAB LAYOUT NOTES : c1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. UJ 1. 07 2015 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR � m 00 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE l U F-. SHANNON M:VANELEAVE,AIA „ 4. ALL FOOTINGS SHALL BE MINIMUM OF 12 BELOW GRADE. AR 97080 i zLL INDICATES DOOR OPENING �, O o z z .tn O _ ■ c' ad ■ � .� m OWE W ,N ct Lu zQ ..4� F � w �" d [� co �u* 0 � ' A ■ oW W z = �E ■ .v�' $ o ¢ t7. z WHO .o g Qi ■ .. O > O W rn Lu a � O uj vo ¢ wwz Sao Z _ ate hpx 0 ., V ■ _W O N � zQ ■ o W.W:M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH a o UJ REINF. PER PLAN m LU o in 1/8" (MIN.) SAWCUT x 1/4 OF e o SLAB THICKNESS SEE In o cn FOUNDATION PLAN FOR LOCATION DRAWN BY < LL m C.CRUZ z zoa A e — ° .— T' -UA" 5 CHECKED BY _ r-III—III S.VANCLEAVE UJ SCALE LU m a> AS NOTED J p J o ~ _ SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 LL w cn TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 0 0 AS CONCRETE ALLOWS WITHOUT RAVELING SHEET DATE WLn 05-01-15 o SHEET REVISION INFO O z SAW CUT DETAIL a = mo a cn 0 z A1 .N SCALE: 3/4 " V-0 mmw3 J 0 W SET REVISION INFO o ( J w Lu M ¢ gEn >o W Zoo z U = FRONT WALL OF GARAGE o w z SHEET DESCRIPTION � ua � L W o PROVIDE 1 1/2" D x 5" W SLAB z W RECESS AT GARAGE DOOR ca w a Z NOTES, SCHEDULES' W w ¢ > o PROVIDE 4 1/2" D x 8" W RECESS P z = o SLAB RECESS 1 " z IN SLAB & DETAILS (A - Ja 41J 5 o czn Lu En Z BRICK PAVERS GAR. j w PROJECT NAME cc vi N N FIN. FLR. GARAGE ATLANTIC BEACH w w L9 z a — DOOR W =III 9�%. SLAB AMBASSADOR o _ RECESS 5 — LE WALL II II II II PLAN PER 5, puy�. COUNTY c oow Lu — a' ' —i w LOT/BLOCK 101 cn M o p czn TBI NUMBER 101 E o b zo MODEL o Quj o � � .� cn0z ¢ � aW > CATALINA �. WW::� Z w i z ¢ ELEVATION NAME Lu N <w W uj ¢ 2 SECTION AT GARAGE DOOR ALL . � o 2E _ U F- A1.N SCALE: 3/4"= V-0" Q = Z z SHEET NUMBER T oztnm c Vi o mz g S Ca v tz A 1 N J LL o a 0U 0� o J ERIAL NUMBER 1010.0 IDTiE B67CF Ftt z- 801.011 .. FNUWING C4MRh5NVNpWO15�TIiQE OESIGN OEMPIOO(L(®yONJll95 NNA7 � 9'-011 45'-1011 • 91-411 15'-1011 F F 10" _ N : �. rl ,- „ . . �_ N 1_.. 11 �_ N 1_ �� )_ it , � 0 68 310 1110 96 97 78 4 -11 60 411 ED 101' XS-HANNON Jn8 FOR FUTURE POOL EQUIPMENTvcLFave,aia GAS LINE FOR ? AR 97080 ' PRE PLUMB I FUTURE /sal II 1 GAS'LINE TO FIREPLACE FOR FUTURE BARBEQUE ARE = _ LLO o BARBEQUE D HB Op O O �o O q o a z AREA z inC*—,. ..:......... .:.....,.... ARCH CD N - f Lu 1. n.. CD r1j -of, ce o i a -- - - --- - - I _ ! o w 2' 6M r GAS FP I I 1 12'-8'' cn = ISI ISI LL 0 10 X.lo 1 COVERED 1 811. : 1 12'-0" 6 o N 6 O v IaI PORTICO I¢I w b ~ COLUMN 1 LANAI TYP " r_ 11 1 „ I I I 1_ 11 I o — 11 10 0 CLG. I I a g CL z (TYP. OF 6) 1 i2' 0" CLG. 5 4 6 6 5 -4 1 12 4 I 5 -0 8 6 wsa I I I L I2 O ..:>. .. ::. . . o A ~ o „ ___ MT BEDROOM 5 LINE OF 2ND. °rn 61' 6N ;T4 a °° I 1"-11" I 2 I I I I d I 5 w I' I A3.N I I I { �1 TYP l0 - l0 -0 CLG. FLR. ABV, ;r 10 -4 12'-10" Z = 41-711, 3 2 I I I I 1 DINING DOM I c306 adz I` 0 8" 6 1 1 I I I _ 11 1. 11 I 411 55 u, 10 •� o 12 0 TO 12 8 in o I �, I I I I COFFER CLG. 0 Z. 7 o > O a� cV N - - — - - — fm — > w } N PAVERS 12r_ I I I in PAVERS- - - - - - 0 � x Lu o 8 1_ it L - - - - - - -- --j N a Z _ a a I I GREAT ROOM 112 0 I � = 10 O BEDROOM 2 o a =w ¢ 1 F SOFFIT L COVERED101-01' a Q o o I 12'-011 TO 12'-811 1 I B97. @ 10'-8", W.I.0 s, N C G. CLG. M A a a3jr t' ^' -N `n U)l 1 ao COFFER CLG. a, I I I co TY . - - - OM ENTRY FLAT SOFFIT, G w z 0 z �I 10 1 N - - - - -- R'&SH TYP. O - - - A 00 wOQ �.I ( .. - - - - ' 11 1 II , Ir 1 11 1 11 111 = A Pa cl.0 v� 10 -0 2 -4 5 -1 4 1 5 -3 4 -2 ..: - - - LINE OF A a x w ? zo A 2ND. FLR. °? ; °° a - - �- - - - - - 1 - - -- - - - —I � — 4- - LZNE�F21Ql�FLR�1Bv— - - ^ - 0 "W51-411 - ABS - -BATH 2 '.' r z A7L81 1 11 1 Fr 1 11. 1 11 11 20 1_ 11_1 FLAT. SOFFIT '.-11[V '._' 1: 1� �� 1 11 G W O LU z¢ w BOX BEAM 1 I 17 2 I I 2 -6 3 -8 2 6 111-31 Z 12' 11 9 10 BOTT: 9' Ol' on { L En 5 0 7101-0" O _ QI A, FL oU . 0 5 4 CLG. 8 -4 � � Q TO I. 'll_211 o 411 HALL 6 O N a o J coLUMN — — - - — I r TWO STORY w z J¢ WIDTH I o I I ^ 12 0 CLG. 6 A © O 7 O TYP. I 1 I OAK STAIRS �9 FOYER,. N I 1 10" 2'-6 01 } LL 1 - I I � h M - - J _ t0 -ir=-rt=ter-ice-ir = \ ♦ d. 2 d. 1i On _r. ., II II II II _I `I ♦ I . . _I - o a m c LINE 2ND. N U .1 r-+ . -i 1 II li II II II , � .; Ef•B '` I � I Lu 'n N FLR. ABV. 21 411 A .N ii Iu (q - a o at �^ A GOURMET = _+ o, N I a O 4' 1 e' Ir c9 0 E C I I rn R &SH Z W KITCHEN 5 Z 5 DRAWN BY a W a} 12'-0" CLG. O a _ .. . . . . C.CRUZ II 1 11 1 11 1 11 :HALL 1 11 = E 11 . U " m = 10 8 14-9 1 4 -4 6 9 10 -0 CLG. -9 m 3 I --{ --- ------- PWDR M. I o CHECKED BY z a c = ---- - - - - 42" H RAILING 101.0" G. 1 1 r�� , voi ¢ L'n•� III I I 6" �' 1 FLAT SOFFIT 10"X10" �, CT 611 HIG G i I , F' S.VANCLEAVE Lu - i III I _ `'' 1 BTT. AIR -' W/ PICKETS SPACED , LINE OF a � O r REF.I I- @ JUMPER TO,REJECT A 4 DIA, wI 1 2ND. FLR. 1 ` o z Inc - _ BREAKFAST ----- ill I 9 0 MT a ' - _ SCALE - I SPA E HALL -- ,,, SPHERE c�I> I ABV. I _ ' AS NOTED - AREA `° ¢ J � `" <� 1_ 11 o o D.W. I - 10 O � 3 DROP __ d _ 0- CONTINUOUS <i¢ I ' 611 o J co Fn - 6 12 0 CLG. rn - I 6 CLG. \ O ZOw FN `� „ cel a r? -" rn 0 d _ 11 r HANDRAIL @ 36 io I i- w 201-811 .-I W DISK c:0 4 4 4 t�6 9 LT ABV. NOSING 22 0 0,0 4-10 \, SHELF v o / 4 ABV. °O PAd a 6 Ir 811 ^ i I O 05-01-15 G GAS COOKTOP �`��' If'm 1 v P.M. TO _ -------------- w J A3.N W A I _ FIELD VERI ^ L -— — —.—.. p O 6'' o S• =m `° BOOSTER SHEET REVISION INFO OC N N - - �., LAUNDRY I 1 0 o z M - - - -- ` G, SAS I �_,, l FAN --------------- - 1 RfI#110020 SF 06-03-15 LU m o M y : o . �� 10 0 CLG• PRY " 'I LOCATION H a L 9pgrc Is wiw Lu z �� 6 W.LC. I`n THREE CAR CJI> Z (n o = s, O 10 -o' CLG GARAGE m _ 1. ala r u, z �I� .. - - - - - - - - O LIN. N 10 0 CLG. �I� LINE OF = m m w , r R &SH -, lo I o s, oio 2 1 2ND, FLR, w ,Q a s - _ 11` v N wlo O ABV. 50 z = w `r io 1 6 _ - = zl - ----, SET REVISION INFO cn cn ( Lo - _ - 1 r . , o a = MASTER BEDROOM t2 U)z v 2 _0111 12'-0"'T0 12'-8" `� 6 g °}° 16 P COFFER CLG. 1'-111 O 0 w z _ :._ Oa.. 1 3 - --- ------ z o > o I . F �. 1 FLAT SOFFIT$OTT. @ o w I = FLAT SOFFIT, 9, A3.N = '_ h -- �0 8 0 TYP:OF 2 BOTT. $ -8 _ =----------------- @ 112`-0" o c wIW i SHEET DESCRIPTION a w rA r` 1� : I t0 1 n 1 n _ 11 - 1_ 11 _r (91> in w a z r1 131416 -1 I 10 0 5 5 v 6 9 31-811 o r: FIRST 23 _ 1 20a 11 o I 19 MASTER FLOOR PLAN in ceZ _ 12 - BATH L NO 0 a ¢ > 0 12 0r,1 o I cn 1 I o, to I o Lu �;> I 1 I �s to O CLG. _ 611 zo 611 AND NOTES Z Z = a l 11 1 N I OC -, 1 11 I 1 11 : I N J Q I 00 19-5 1 5 - �0 101-511 - 4'-411 221-01' ; I . ce w = z u; In 1 PROJECT NAME W a in p L --- - ---- -- - -- - - - - -� or vi u� `� of WATER SOFTENER i I - ATLANTIC C) o w DR "SH K/S `„ LOOP ------------------ N ALA C BEACH � ..:. :. .; AMBASSADOR B SSADOR ~ p o = PRE PLUMB q O I'Lu in '.C. O O O in u, 10 FOR FUTURE O '10'-61' CLG. COUNTY z o = o OUTDOOR I TANKLESS GAS LOT/BLOCK 101 to z LL SHOWER WATER HEATER z o z „ AREA CALCULATIONS: CARIBBEAN TBI NUMBER 101 g z o z 3 -91141-611 31-01, GAS LINE TO ' 1 1'-011 1ST FLR A/C LIVING AREA: 2,817 SQ. FT. in p o Ci z '" WATER HEATER 1. N 2ND FLR A/C LIVING AREA: 1,148 SQ. FT. MODEL zaLu0 ¢ 4' 7" T6 T-0 141-61' 131-2" 7 6 14 5 3 10 o z ce TOTAL A/C LIVING AREA: 3,965 SQ. FT. CATALI NA z a � > 12'-1 63'-1" 4' 10" COVERED ENTRY: 35 SQ. FT. n "u w o z 2ND FLR. BALCONY; 122 SQ. FT. Lu w LL 80'-011 COVERED PORTICO: 87 SQ. FT. ELEVATION NAME z w o COVERED LANAI: 238 SQ. FT. ~ CARIBBEAN N no�cW A7.81 ¢ = � LL (f) PATIO: 21 SQ. FT. (n GARAGE: 684 SQ. FT. -Imp z SHEET NUMBER vi w FIRST FLOOR PLANlml� ca TOTAL:SHED STORAGE 5,2605 ; FT. c a z = SCALE: 1/4 V-01' CARIBBEAN c w `w CO w ADDITIONAL NOTES, DETAILS& SCHEDULEStE A21 .. ZJ rUr L J _ ZJLL CAN E FOUND THE 3.N SHEET. J o o LL Q au_ 0 J ERIAL NUMBER 1010.0 m�E aara:miwovnmff,neow oam ox i"s ' cPAM6C°lflIISWIMIXE RI"IG&PmlEluMewID"G moEwcrnsaome aFcarwurrox etiu": In (J. NLUZ. d 8 NAY -0 A7.81 ` `° 51' 8" a 00 7 -9 9 -1011 20 -9 3 -5 3 .10 6 -111 SHAN110,14 n ,VACILE4VE,AIA v - BAR-9-7Q89 4'-3" 16'- " z o 7V-911 3.-9.. oz z ¢ Ln (n Lu I ■ ccF- v) LUNl � — - - - - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - — - - - - r — ■ =D 0- �„� oa oF BELOW= mI1 o O ROOF BELOWN `i'zoI ROOF BELOW �qw I tC� a ->i > o I 1 M� ■ � t E Lu zo 1 �o o a (j cn z A Lu oe w i" Lu a. U) `�' uj 1 i OPEN TOCAI ch M �' o Z W FOYER BELOW N o A I 20'-5" CLG. 3'-11" 6'-3" _ 1co A a ■ 0 w A7.81 - - 1 - - - I - - - - - - - - - - CONTINUOUS - - - - - ' f' ' - - - - -� - - - N 40 -- z = I CRICKET AS 13 -6 2 11 2 10 a, A7.81 ■ = o ¢ I I HANDR+RIL@ REQUIRED, V BV. NOSING 6�� PLANT o, 6.. - - I 0 0 I OAK en SHELF @ "' I W o 1 STAIR Ln z ..................... a ce J ............. ... . A.F.F. z w j 1' Ni 1 li 21-611DRAWN BY (i 1 i PROVIDE 12 MIN. - m ------------ < CLEARANCE FOR A3.N , d # ` in © i C.CRUZ z o z I i CHECKED BY yr ¢ I CONVENTIONAL SLOPE FRAMING # -- -- -- - - - - - - - - - _ S.VANCLEAVE u.j - - - DN 1 FLAT SOFFIT _ ------- SCALE c SCALE o 7'-3" 2'-2" 6'- 9'-7 13'-8" . m a > 22x34 6 J ` ' AS NOTED J o t ATTIC 0 o w ACCESS MECH / STORaGE 9'-0" CLG. I 42" HIGH RAILING W/ o No UNFINISHED �, L � PICKETS SPACED TO o, SHEET DATE v o O1 SLOPE CLG. 6 00 11 REJECT A 4 DIA. SPHERE 31-611 41-311 91-411 o O 16-1 $ 05-01-15 o DORMER 6„ :S 3'-10" 5" 36" HIGH '" SHEET REVISION INFO o z BELOW 5 _ - ED o --------- FLAT 6 KNEEWALL Un ------ SOFFIT ....... .:. GAME ROOM --- - } m Lou __ - -- - - 9'-0" CLG. - o0 m W z \� UP_ W.I. �, 18 8-0 - o J � �d - - - - 9'-0" C 1 16" I FLAT z s o w 24" 12 1 -1 26'-il" "' i SOFFIT SET REVISION INFO w z o ¢ yr m ;� 18 MT 4, o+ I , I moo 18 13 IiI Z _ CONTINUOUS z cn = - O r" A7.62 = `I = SHEET DESCRIPTION HANDRAIL @ 36 rn - 6 ..N o0 m w w o ABV. NOSING 2'-7" 5'-11" 4'Ln -0" rn 5'-8 2'-4 14'-2" c SECOND OK @ DORMER _ r o 6 6 15 to 4_9 1/8" PER OT 1 `" FLOOR PLAN W a a o j `� T' sLOPE @ AND NOTES Z Z = o BEDROOM 4 11 _, 1 14 ¢ 9-0CLG. 1 0 BEDROOM 3 i Lu o N Z "' s 9'-0" CLG, o c PROJECT NAME Q Z 1 2 -4- ROOF BELOW ;� Ln Bo NIV cd ATLANTIC BEACH oui � I COVERED AMBASSADOR N o = N - BALCONY o vwi ~ `p io 9 0 CLG. o0 w DWMCOUNTY - - - Z O L — — — — — — .. .. -- u, Z � � - - - - - - - - - - - - - - •::: ...::.. ..:•... ..::.::........ LOT/BLOCK 101 LL © BATH 3 D DECO COLUMN TYR SEE C) o z 9'-0" CLG. TBI NUMBER 101 E o `J zo ELEVATIONS FOR DETAILS MODEL FLAT SOFFIT q T n �T FA enM z � � ¢ f1I /-1 1�V p ,Z ¢ T-0" 9'-4" 16'-4" 5'-5" z 36" HIGH RAILING W/ �, Z6 w W z 4'-8" 40'-11" 6' 1" $ PICKETS SPACED TO REJECT A w z ¢ ELEVATION NAME (DV uw w o 0 51'-8" 4 DIA. SPHERE W CARIBBEAN N Q w / A T z = = z B W � m A7.81 Q SHEET NUMBER ' m nu Lu ui SECOND FLOOR PLAN ADDITIONAL NOTES, DETAILS & SCHEDULES A3 . 81 wmw , zJu L13 _j z w SCALE: 1/4 = 1 -0 CARIBBEAN F- -j o o u CAN BE FOUND ON THE A3.N SHEET. w o avro jI PERIAL NUMBER 1010.0 'i. WINE BEST OF W=WIIDDE,mE DESIGN OENMD On RHES. i. MWINO COMVIIESW11M1Hf AFFIICABIP MMMDM BINIDINO. TORE IN EfiEtF AS OF DATE OF CERhFIGTfON BMW... Lo oZ dltN D8 2015 ., o= C7 x 0 0 ANNON'M VANCLEAVE,AIA ' AR 97080 Z LL r-, 0 Z - Z N_ W ` O � s W Im Lu d' S En Lu d O w Em m w p m p a a O � z � ui w s 42" HIGH RAILING HANDRAIL C� E -i w Q FLAT SOFFIT o mo 2x12 WD. CARRIAGf FOR OPT. BUILT-INS A WITH BALLUSTRADES SPACED n p w „ (3 REQ „ 2ND FIN FLR. U w `a p o s TO REJECT 4 SPHERE 41-1011 61-61 4 10 ,, Wact , o zx � ` ! FLOOR R TRUSSES BY ENGINEER Q Z STAIR RAILING AND - - - ° N pyo 1I ,. 1 ! ., ' ui (I> � GUARD RAILING NOTE � Hit oajzo1 > ( 11 43/4 ., x �, p STAIR RAILING AND STAIR GUARD'RAILING ( I TOP OF MANTLE U ---- I SECOND FLOOR 11 TO BE 60" A.F.F. I D I a „p, ¢ zo SHALL BE CONSTRUCTED TO WITHSTAND A o s x CABINETS AND a CONCENTRATED LOAD OF 200 POUNDS APPLIED I I w p ' ,,E�______-;� v I I I I o APPLIANCES ARE FOR z B u z AT ANY POINT ALONG THE RAIL IN ANY 1" f) NOTE*18 RISERS 7 5 8" REFERENCE N A 5 you 10" @ / I I oONLY oo d Aw a cn DIRECTION. IT MUST ALSO WITHSTAND A NOSING TYR �__Mj 17 TREADS @ 10 I _E a c� UNIFORM LOAD NOT CONCURRENTLY WITH THE '. -i : �' * bo o ACTUAL STAIR RISERS I I q y } Ln CONCENTRATED LOAD, OF 50 POUNDS PER %2x WD. ? u T BE VERIFIED BY x LINEAR FOOT APPLIED ALONG THE RAIL IN ANY TREADS co a � a � ,. ,. � CONTRACTOR IN THE FIELD DIRECTION. INTERMEDIATE RAILS AND POSTS T (NOMINAL) '' s, �' I I ,. 1ST F1 FLR. N poo / w Lu z � (IN-FILL) SHALL WITHSTAND A HORIZONTAL : TYPICAL 4� LOAD OF 200 POUNDS APPLIED AGAINST ANY „ ;., ;, MODERN FIRE PLACE MASTER BATH FIXED GLASS �� DESIGN FOR REFERENCE a 7 r o ONE SQUARE FOOT AREA,NOT CONCURRENTLY =- ; p a WITH OTHER LOADS. . ..: y ! 3 ONLY> Up[ m — LLu 0 ,, tol 0' 0" FIN. FLR.. a o D. 2x4 STUD STORA E FIRST FLOOR 0 o vii ` NAILER WALLS DRAWN BY a � � U 'LL w C.CRUZ m z o CHECKED BY Q 1 STAIR DETAIL 2 FIREPLACE 3 MASTER BATH -DETAIL S.VANCLEAVE uj o= WL r A3.N SCALE 1/4 =1'-0" A3.N A SCALE 1/4"=1'-0" SCALE SCALE 1/4"=1'-0" 3:N, m a > AS NOTED J J Q - ui in 0 0 SHEET DATE J O 05-01-15 0 p SHEET REVISION INFO o � � aOzLU s m o RFI#110020 SF 06-03-15 pv o � rmW p LLA Q p p c I SET REVISION INFO � V`w � � _ oZ = 00 - Q :5 °° zwWZ ; 30 > 0 4" I DOOR TAG DOOR SCHEDULE SHEET DESCRIPTION o w z vxi DOOR CALL-OUT Lu 61-011 61_OI, z w TYPE SIZE REMARKS FLOOR PLAN w °C p INSULATION' SCHEDULE 1 THERMA TRU INS L. ENTRY DOOR , M NOTES, SCHEDULES m � az U 3 -0 X81-011 LU & DETAILS `� Ln a LOCATION TYPE R-VALUE U.N.O. 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-0" Ln�, a 4 CEILING @LIVING AREA FIBERGLASS 38' 3 HOLLOW CORE POCKET DOOR 2'-8" X 8'-011 Lu w Q � ENTRY MASTER `BEDROOM p w z SCALE' 1/4"=V-0" EXTERIOR WD. FRAME WALLS FIBERGLASS 19 PROJECT NAME SOLID NOT LESS THAN 1 3/8" cLouc vi W � A N ` WALLS TO LIVING AREA FIBERGLASS 11 4 DOOR 2'-8" X 81-0" THICK OR 20 MINUTE FIRE RATED ATLANTIC BEACH w <m 0 LOU. WINDOW TAG 5 HOLLOW CORE DOOR 2'-4" X.8'-0" AMBASSADOR Lu X p WINDOW SCHEDULE C R B 6 HOLLOW CORE DOOR 2'-6" X 8' 0" Q = p w WINDOW CALL OUT En Lus COUNTY TYPE SIZE REMARKS 7 HOLLOW CORE DOOR 2' 8" X 8' 0" LOT/BLOCK 101 � z � e 8 ' HOLLOW CORE DOOR (2) 2'-4" X 8'-0" / z o z A SINGLE HUNG 25 36" X 6211 EGRESS / LOW E/ VINYL N a TBI NUMBER' 101 g z o z 9 HOLLOW CORE DOOR 1 -4 X 81-011 z G' z 0 B SINGLE HUNG 24 36" X 49-5/8" LOW E/ VINYL N MODEL o a 10 POCKET SLIDING GLASS DOOR 161-011 X 81-01' EXTERIOR/TEMPERED ca o z C FIXED GLASS 32 X 16 LOW E/ VINYL 11 HOLLOW CORE DOOR 2'-4" X 6'-811 z a > D FIXED GLASS 36" X 1611 LOW E/ VINYL' CATALI NA ,,, w o z 12 HOLLOW CORE DOOR 2141 X 6'-811 INSULATED w i z a E SINGLE HUNG 2843 31" X 49 5/8" LOW E / VINYL/ FROSTED „ „ ELEVATION NAME` Q M3 LULL 13 FRENCH DOOR (2) 2'-6" X 6f-811 EXTERIOR/ TEMPERED , z a � o F SINGLE HUNG 25 (2) 36" X 6211 EGRESS / LOW E/ VINYL ALL Lou 14 HOLLOW CORE BI-PASS DOOR 61-011 X 6-81 W < w G SINGLE HUNG H36 25 1/211 X 75 LOW E/ VINYL 11 Q 15 HOLLOW CORE POCKET DOOR 2'-611 X 6 8 z = = o H SINGLE HUNG H34 25 1/2" X 49 5/8'1 LOW E / VINYL „ 0 wt7. 1z 6 RNC D 0 2 2 8 T RI R TEMPS ED Z SHEET NUMBER L m I FIXED GLASS 24" X 4811 LOW E / VINYL' 17 NOT USEDLu Q C:) _ J SINGLE HUNG H35 25 1/211 X 6211 LOW E / VINYL 1 L 0 N U., m w K SINGLE HUNG 13 (3) 18 1/8 X 37 3/8 LOW E/ VINYL , 11 p 19 HOLLOW CORE POCKET DOOR 21-611 X 81-011 AIN z LL L FIXED GLASS 49" X 72" INT,/VINYL/ TEMP./ TOP @ 8'-0" A.F.F. W a o 0 0 20' HOLLOW CORE POCKET DOOR 2'-4" X 8' 0" J ERIAL NUMBER 1010.0 /�sT> WTHE B of WMNOW ,INE DESIGN OFDIC D0m5 NOTEV• OMWING OOMPMWTHINE RPPUA MMVIUM BWDIW NDE IN FFFEC!AS OF MTf OF CFlDIPIGTION B6AW Lo N PROVID HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY USN 0 8 201 ' INC. OR E UAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS _ U= NOTED OTHERWISE. m FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH a J ELEVATION;. c� r- 00 2 "ORAL-LIGHT" OR EQUAL PRE-FINISHED sr+ArvruQtp w. VAN; 11C A5.2.8� AR97080 ROOF PER CONTRACT FOAM A ?LICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. 5 8 U.N.O. z U- 0 PRE-CAST STONE APPLICATIONS, SHALL BE STONE CAST FROM FOAM z zo A5.2.81 A5.2.81 FACTORY INC. OREQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. a zo w TOP OF HEEL ----- x - - - - - - - - - = - — _ -- i Lu ct TOP OF PTAT� _ _ _ _ _ _ _ _ _ _ _— _ - _ _ _ — _ r TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST Lu i INTO THE UNDERSIDE OF THE OPENING. �' `° _ --- o W J 1'-4' \i _ w M LL _� - ... O --- - -- - 13 - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO r cd a a Lu a ' v Ea A52.81 BE FAUX WROUGHT IRON ALUMINUM. H J w ¢ ® I -- - --- --------- ----- w x m ... .. - - - - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A : F- O = oo w i i --• - :----- = �r .a , ---- - - TOP OF PARAPET o �, _ _ , .... _ _ _ — — Ea MISDESCRIPTION' SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. U W g 0 0 = ON i - vi <°vq o — im ` 1 . '•'•��:•'.,• � - THE BUILDER SHALL BE RESPONSIBLE TO SETA MEETING WITH THE � o ....... ..:.:: ......... ....:......... ..� , o > ._, . . . .. SBC NTRACT R MANUFACTURER AND THE ARCHITECT DESIGNER IN >Lu ___r_ WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND J w z ---- '- _ ---- �. :? ..<.,.... .• 2nd FIN. FLR: 2nd FIN. FLR• ,-: :, ._r..i .: rk - •• ;:••.:.-:::,, •• , • NJ APPROVED PRIOR TO INSTALLATION. : . .. :r •: ,: , _. ::•:' TOP OF PLATE o z _ _ - - — - - - - — - - z . " . :•.,... ,. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH O aF x N IT ::; -:r. ,. _, f ... •.: .. • . - <•. . LIGHTS WITH TOLL BROTHERS P.M. w ra o U n ¢ 511 d w O rucCZ = d Y - Z x ¢ D D D W Z W O ;: � . = CDADDITIONAL ELEVATION NOTES: p O :.i`; o _ Lu LLLLLJ > _ 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7 HEEL p O co z ¢ , x c� o - : : `> ' > ::: :..'", 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1 2" OFFEST AT CORNERS O °° / d W -. „ ..f. r . .. .. :.. T A o --- --- - -- - - -- — --- — --- ----- r.. :.: FIN. FLR. 3 ALL GABLE END TRUSSES TO BE MANUFACTURED WITH N o a m FIN. FLR. - - - - - - - - - cc ADDITIONAL 1/2" DROP YJ z O Ln w FLASHING DRAWN BY E ce w Al C.CRUZ m �. Z o CHECKED BY a S.VANCLEAVE uj Lu FRONT ELEVATION _ SCALE m m U.1 SCALE: 1/4"= 1' 0.. CARIBBEAN " AS NOTED J 0 J fo W � 0012 ROOFING PER SHEET DATE c�Wc vcnCONTRACT (TYP) r 05-01 15 o ; SHEET REVISION INFO a o z i ORFI#110020 SF 06-03-15 zmQ ti o n o a � c`n ? m m w D Lu a o o CRICKET -- --- SET REVISION INFO 0 NO inLuTOP - - - - - - - - - - - -- � - - - T - - - AS REQ. ' �, o Q = TOP-0FMKE7 _ _ - - - uJg � � -- --- ---------- - -411 .. ......... ... .... .... r- cn o - ------- ---- — p1- w ........... .... ..:.. .........:: - . z v rxn A5.2.81 , _ _ SHEET DESCRIPTION w z = Y FLASHING Ewe o0 � wwz0 n --- -- - a ' FRONT & SIDE x Lu TOP OF PARAPET - - - Z ELEVATIONS in a> O > - TOP 0 AND NOTES W U: - cn ¢ o :•i :.. . _ TOP ()E PLATE zzx Lu c� J z 2n FIN. FLR. -". �.. f...y. ..: d MIS � .. .:- r .. . .. L ... .. ,. ... .. , .. l:•,•.• -.:y .,, :... .. W Q w MV •I '. A. . .. .. . .. . . .. , . .. . ..' . .. . . ._, .,. . . PROJECT NAME x i .• : > oTOP , a 1 OF PLATE r h . W r, — V, r ..4 r. .. b .. .. .. . .. .. :b ♦ , Q L ATLANTI BEACH Lu Lu AMBASSADOR Lu0 �/� _.. . r .. .. . ,. .. . ....F COUNTY r. .. < 4 LL. Ln r 00 W 1� s o <:, ,.. --. :-.. ...'.. . - :,. .... , .. .... r:. ,:,. • ., ... .. . . <. ,::o LOT/BLOCK. _:101 r C) . ... . _ .. f a.. .. . . .. . . . . . ,. - •: TBI NUMBER 101 O Y - •r. qD. V. m0. . :. .. FFH _ e , D •:. ..• r . . a ,. ...E ,•r .: .. i .. . . . a _ MODEL Q „ > . ._ . . . • 4 ' CATALINA Lu - ---- - -. .• r� "zwr FIN. FI- N. FLR. w � .: ELEVATION NAME rw:• o- W Q • ,' .r• LL Z 4•• r a w „ s Lu CARIBBEAN ce a NFzO A5.2.81 A5.2.81 0 zxJ� z Z SHEET NUMBER g W W RIGHT ELEVATION Q 0 0zx o SCALE: 1/a r-o CARIBBEAN REfER TO SHEET A5.2.81 FOR _ METAL ROOF SYSTEM A5 , 81 o = J ADDITIONAL NOTES AND DETAILS I`LL J uj0 z ¢ c� � o J ERIAL NUMBER ..1010.0 ro>�earorxnwow�,meoam+o�liYEoonixd wuwwo coxrlXm wmnxE nxuc,aas,mmaix aimnmc ____________________________________________________ —__—_.__.__________ OOOEIX Ex£Cf XSOPWIE OFCBR61G1IaX BFWW. Ln Lj.. Nul .Z .. W T "" V' .00 r 00 CRICKET -------- --------- c� F- (FIELDAN o I� SHANNON"MM,; VRNCLEAVE,AIA VERIFIED) I , I. z0 oz r--- --- zo U)o cn _ LOUVER FIELpET CRICKET �Lu j3d ---- ( (FIELD ■ UJ ---- ' ^�\ - VERIFIED) VERIFIED ----- ■ Lu ROOFING PER ✓l W M C ?. Z I a w o CONTRACT (T1fP) , 3:12 � `'�►,� p•„ a H .� LLI co LU 0 ^ � } ` S r , G o O zF HEEL ( �� (�41/ MOF RA 03: o - - - - - - - - - - OP�ALE@ 3:12 1 I I Lu L--------------- ------ J d J> wz I I ., ■ auLOUVER ! '" ■ w o E RIC ET j x n ar— c o S REQ. CK 13'-6" a O Lu i 0 . oC U zaP4P ------------------ --------------------- -------------------------- -� r Z i - x aA LuX: 0 �t l 0 ON 14 , _ . .. _ _ t s 00 O dpew O $ J U Joe m I� Lu 0R P. . ' RIDGE VENTS PROVIDED AS REQUIRED BY TOLL BROTHERS M a oJ. ;.. o ~ o a DRAWN BY tie _ : co }. L . . ,. � �'_: .., . •. . .: .♦. ;>•• .. . :^.:;. CHECKED BY : . :..... SLOPE : 12U.N.O. Lu :::.. SLOPES.VANCLEAVE ROOF = nw FIN. FLR. ROOF -..:..,. :^ o s „ :• — - - - - - .. A CARIBBEAN w :^. : w FIN. FLR. SCALE , , ca mcc� << AS NOTED � Os 0 0 o RIGDE VENT CALCULATION: SHEET DATE 4 p C p C C` / 4,112 sq. ft. CEILING AREA = 27.41 sq. ft. (REQUIRED) 05-01-15 0 c 9 REAR ELEVATION ROOFING PER s 150 SHEET REVISION INFO Lu o z0 SCALE: 1/4 1 0 CARIBBEAN CONTRACT (TYP) A5.2.81 s m u Lu Ln OU) OC�JD mmw3 J Lu0 Lu SET REVISION INFO O (n J 2 wz v l- - - - - - - - - - - a g m TOP OF HEEL -- - - - - - L—LL Lce W 141/ > zFTE - _- - - - - - - - - - - - - - �1: Ln O _ o uJ w 1'-4 SHEET DESCRIPTION uj ZZ n Lo 121II1'-4' Ia REAR & SIDE A5.2.81 Ju. Io Y m 36IHIGH Z RAILING Z _ 1Ell ELEVATIONS & ROOF SLOPE PLAN Lu z TOP OF HEEL `--- U.1 o = z �P9F�E_ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - _ 2nd FIN.FLR. _ PRO]ECTNAME 1 i z Xo 1 oG . ,• .r _ : ...: ATLANTI BEA H 0 A O Lu CD cli ON Lu S s '♦•' R. -t N r BA ..t M SSADOR .r: r: :.- v W . <'• .F '•i .t r v • 1-q W ' 4 f COUNTY W .I I S• .i y, I M O } r. I v 1-i •'l .r• w.. 'r 'f MYT BL L W f T , 0 OCK 101 < Go ..:.. z cli o z CD ♦. 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FINISH �i W V1 ca W w a / `11N = c 11x811 FLOOR JOIST A � w o / EXTERIOR WALL M 111 oo m 61 A w w ce Z / 14 29° 6 a s R Z ¢Z UJ 11 11 Pi 0 lu r z 0 2x4 BALCONY DETAIL z xs 6O x ■ o Luo / N zo a TRUSS LAYOUT DECO JOIST EXT. o BY ENGINEERJ / / ,� SCALE: 1" = 1' 0" o LU U ce m ujsZ 3 BALCONY BRACKET DETAIL a SIDING 5.2.81 SCALE: 1/2" = 1' 0" A DRAWN BY Q g PER TRIM @ • w ELEVATION 1x4 HEAD ROOF PER C.CRUZ z °� WALL PER &CASING 1x6 RAISED CONTRACT z v 1'-011 sTucco CHECKED BY a WALL PER PLAN 2 PLv 1611 w PLAN 11"411 BANDING SHAKE SIDING SHEATHING S.VANCLEAVE o Z W SIDING PER OVERHANG FLASHING ROUND ;� SCALE r -. LASH UND VENT @ 2X RAFTER m ¢ > ELEVATION NO SID G 2nd FIN. FLR. 24 D.C. i TAILS @ 24" AS NOTED Q FOR STUCCO "v ET4 T&G i O.C. 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En Lu w ROD BLOCKING TO CREATEI—I EXTERIOR H z w 1= FRONT VIEW SIDE VIEW / 1/211:12" SLOPE m a z 31-011 / (SLOPE TO REAR) ELEVATION w aLu 0 W z 5 BAHAMA SHUTTER DETAIL DETAILS a o Lu Z ` A5B2,81 SCALE: 1/2'1 = 1'-011 "c ' "Ln^- / 2X4 FRAMING PROJECT NAME 0 o Z Z ATLANTIC BEACH w = AMBASSADOR HU � 11 W 181 .alit .`yNV o 0 o w phVAt, COUNTY I-I +1 - LOT/BLOCK 101 J Z o I-- - 1211 g" °° 211 Fn PER PLAN LTRUSS TBI NUMBER 101 S0 z Z zo � 1'.. o °° N 6211 211 � ar4411 2411 7 MODEL 0 FU - Z - 6 n o �r 0 �. W ¢ 511 311 111 1 III 11 CATALINA v w o +I 2s 111 4g 12 1 54 3 0o W z a 1 52 _ ELEVATION NAME `n Z W LU srucco CARIBBEAN 8 9 � w,w FINISH WALL PER PLAN uW N w W LL SHEET NUMBER o z LU � 9 STUCCO RECESS DETAIL 10 DETAIL 11 DETAIL 12 DETAIL 5211 rl3 DETAIL a _ ` � A5.2.81 SCALE: 1/2" _ V-0" A5.2.81 SCALE: 1/2" = 1'-011 A5.2B81 SCALE: 1/2" = V-0" A5.2.81 SCALE: 1" = V-0" A5.2.81 SCALE: 1" = 11-011 _ g. pwmw A5 . 2 . 81 .. 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(EYEBALL)FIXTURE SINGLE FLOOD WALL MOUNTED a wo o z p r \ \ y �_ �- - _�` DOUBLE FLOOD WALL MOUNTED LU x m ( J'� \ � ' '' 11 w r o \ DIN NG BEDROOM 5 �'� \ V w o / 'i -- ---, PORTICO 8 SINGLE FLOOD SOFFIT MOUNTED A 0 0 = — — ROM (J� _-. / DOUBLE FLOOD - SOFFIT MOUNTED U W S \. cn � C) z x / P.M. TO FIELD a \ / z \ -----_- -- HANGINGPENDANT - CEILING HUNG 0 3 0 / VERIFY LOCATION • N o w (A o > \ / INCANDESCENT FIXTURE - CEILING MOUNTED - o "' o { Sp I . COVERED O / INCANDESCENT FIXTURE- WALL MOUNTED cn o LANAI I RECESSED HIGH MAT a o z I GREAT ROOM 1 " ! ;� ©OPT. / ® o Lu a o Z Tb $ l / 24 O _ _ { ( 2 FT UNDER CABINET FLUOR. FIXTURE Q a I ---- BEDROOM 2 �--� a Lu D I \ \, � \ W ,I / i� / ( W Z oC w z C. {. �6—{ 3 FT UNDER CABINET FLUOR. FIXTURE A a F- 4 FT UNDER CABINET FLUOR. FIXTURE w d da w WP COVERED STRIP LIGHT GFi / 12x24 FLUOR. FIXTURE- I x p I- d \ \' , ` — \ \ -_ -- - yew I' O n4 8 12x36 FLUOR. FIXTURE a 0 LU © � D 12x48 FLUOR. FIXTURE a / = z a �'� I \ TWO STORY - / 24x48 FLUOR. FIXTURE ® - HALL r 0 � Il >- I WALL FOYER TO 2ND ®SD/CO 0 OPT. SS EXHAUST FAN n w - - - -- - - - - \;I '� — — i FLR LIGHT p O \, �/ I MOUNT \ m , - -- ,r'- �o EXHAUST FAN W/ LIGHT w O � w u Z ...- ! r•... , . \'1\_ - ;.. `•;. ,.-..: E.M. r --r - y !. . ` ) ELECTRIC CO. METER a o GFI : . -- - -- - - I it it rr - xr T r r 00 a _ / I_ WD ` PATH 2 E // o ii o u TO N RM. �, G.M. GAS CO. METER DRAWN BY a � cc /;;/ �\, u ,o 0 o , h VP / is -FI W.I.C. , FI Lu �. -.1 -. l C.CRUZ v FLR LI H' / „ ,,, - z m / UNDER \ , j SDICO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR FH _ ./� GOURMET ,:; , aG , .�. �. �: -;, '... ,.. z o / CABINET .,-...:N N f z PANTRY CHECKED BY c� a KITCHEN FOR DW. <. - sq SMOKE DETECTOR Lu I " I I I — — - --- - -- - - SINGLE POLESWITCHS.VANCLEAVE I . HALL — _ $ L o z W I. `` I�REFfi �- - — __� _ $3 3 WAY SWITCH SCALE GFI 11 / i / 4 WAY SWITCH AS NOTED m o \' @_ III SPA E p C'/yM\ „ MIN. 6" ABV. DOOR FOR' ...._. o 0 0 = GFI fl SECURITY_SYSTEM / �_i \ \ $° DIMMER SWITCH w _ HALLS: -------- - -� -- cn ( I 4 PUSHBUTTON o UNDER 'DW ; I f o - ---� I .� SHEET DATE v o CABINET ! GF tir rp DISCONNECT SWITCH oc cn BL. SINK r \ G.D.O. FOR DISK - GFI „ L/T II = - - - \ \ �] JUNCTION BOX 05 O1-15 a o W/DISP. O °C / - - - - �. SHEET REVISION IN \ G_ FO O z \ �� R \, TV JACK ,,, �- o BREAKFAST / - GFI PAC PHONE JACK PREWIRE'ONLY Z1 RFI#110020 SF 06-03-15 = m GAS,-COOKTOP o �, -;, W. o AREA �/ __ r I T T w z vi LVJ GF / UND - O THERMOSTAT (n O cD ) GAS GFI GFI GFI. GFi ; . j ■ z c'n z SD CO \ O PHOTOCELL - SOFFIT MOUNT / ® R' , Lu z �\\ _: _ DRYS I PHOTOCELL WALL MOUNT o o FOR HOOD 4P© I. THREE CAR O ELECTRICAL PANEL Lu a 1 Z = w VENT GARAGE 5P o �. ! ;� i - - SPEAKER WIRE SET REVISION INFO � cn w cn � � � GFI , ::. . O E FROM TOP OF WALL ; w ' + \, O (n K w -, - -- -- KEYPAD ® ® CHIMES m , �_ - ; -/�.� , ,�/ MASTER !U F— � . GFI ` / G.D.o. ' (9wwz / I / ¢ — STR z ,p >o � // BATH EEH3 UCTURED PANEL (a.k.a. SMART BOX, 3 Un o // I I COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY I— w /\\\ ) Z Uum) o� INT-1 INTERCOM' X: z - I •;. // / ' ( / SHEET DESCRIPTION Lu I U) W QZ .I \ Lu 0.� - / L , FIRST FLOOR � Zw ce o - ELECTRICAL` m z o Q w o , i / / \ - � - FOR REFERENCE ONLY Lu ,a v r /i / l /UP ! LAYOUT uj Z MASTER BEDROOM _:_ __ , LU — \ PROJECT NAME w G.D.O. cc cn v, \ j WP SURFACE MOUNTED Z -- ATLANTIC BEACH O o w — — '�J _ GFI ELECTRICAL PANEL , = = Lu s �' o / - _ WATER 3/4" EMPTY CONDUIT TO AMBASSADOR I— U w /-/ _ WI;C GFI / ham, SOFTENER / N n WP a x ung 2 GANG J BOX W/ I, to w rt00P BLANK PLATE GARAGE --- J cn .Q� QD .... , COUNTY M o Lu m z oOwc -- - = - ro Ip - Q LOT/BLOCK 101 Z o z F GFI IRRIGATION TBI NUMBER 10`1 z o a DISCONNECT FOR MODEL a w a 1 #2 TANKLESS WATER HEATER x; WOZ I CATALINA Lu w z a ELEVATION NAME CARIBBEAN Q0w � zwro �- Qw � i to x . Z z0 Q zx � z -w a SHEET NUMBER w m FIRST FLOOR ELECTRICAL LAYOUT zo � SCALE: 1/4"= V-0" CARIBBEAN E1 . 81 oM � Lumw tz .-. z _, u � Z � „_ e r o o o LL a J PERIAL NUMBER 1010.0 TOTHE NE6I OFMY Nd➢MHK8,T1F odwxo�CiEn dx'm6 ELECTRICAL SYMBOLS LEGEND OMN4GCON �W dMFW GfiEMOxON BN➢N6 Lo NOEd ERKTA40EMlEWQ0.i1FlGli0N BElOW. V N z SINGLE RECEPTACLE \ DUPLEX RECEPTACLE o LU LAY 2Q15 ® 240V RECEPTACLE m SWITCHED RECEPTACLE QUADRAPLEX RECEPTACLE O ra SINGLE FLOOR RECEPTACLESHAN�01N-M VANCLE VV AIA 0 DUPLEX FLOOR RECEPTACLE -------- 0 SWITCHED FLOOR RECEPTACLE Z p 99 QUADRAPLEX FLOOR RECEPTACLE z o GFI GROUND FAULT INTERRUPTER z ti;n12 WP WEATHERPROOF GROUND o E s EP 'ELECTRIC PANEL J ■ u a � - - - - - - - - - - -- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - VP VAPOR PROOF err o z m L ® RECESS INCAND. (EYEBALL) FIXTURE Q ■ N o I Ij SINGLE FLOOD -WALL MOUNTED Na a a � � o I w A. ¢ I DOUBLE FLOOD - WALL MOUNTEDUJ F o o SINGLE FLOOD -SOFFIT MOUNTED n � U A ■ nos I L- - - - - - - - - DOUBLE FLOOD - SOFFIT MOUNTED V za z I 1 HANGING / PENDANT - CEILING HUNG ■ °° w 3 o I ROOF BELOW ■ o w z I INCANDESCENT FIXTURE - CEILING MOUNTED ■ o > o I } INCANDESCENT FIXTURE- WALL MOUNTED ■ �", o I ROOF BELOW ® RECESSED HIGH HAT '� = o j H 2 FT UNDER CABINET FLUOR. FIXTURE w A Lu W p �3� 3; FT UNDER CABINET FLUOR. FIXTURE z o a x-14 FT UNDER CABINET FLUOR. FIXTURE d A � � z ( I I `1 ►a v p I STRIP LIGHT a � 01 z Z OPEN TO O 12x24 FLUOR. FIXTURE , �. O a F a I FOYER O 12x36 FLUOR. FIXTURE '1 a 0 0 o BELOW O 12x48 FLUOR. FIXTURE O ■ � w " J PLANT SHELF ■ Fz = zo a 24x48 FLUOR. FIXTURE ��JJ ,L ce EXHAUST FAN 0 o J TO IST FLR I o 0 m / ® EXHAUST FAN W/ LIGHT Lu o SWITCH wumJIs \ ` l 'M' ELECTRIC CO. METER 0 0 � — / \ ` uw, DRAWN BY /// $ jji Hili „ G.M. GAS CO. METER ci �+w ----C ® C.CRUZ m ------ i� � � � � � � � � � � � I SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR � o a _ _ _ s� SMOKE DETECTOR CHECKED BY ? Z _ -- - - - PROVIDE LIGHT AND - - �I - - - ® OPT $ SINGLE POLE SWITCH S.VANCLEAVE E- -. SWI7CM'FOR ATTIC _ — 3 WAY SWITCH SCALE m a > ACtWESS �- AS NOTED J � 4 WAY SWITCH p o s \ �,� - — —�- / $p DIMMER SWITCH � ' cn = 4 PUSHBUTTON IS o \, <'/i" \ \� Lo DISCONNECT SWITCH SHEET DATE cn �j o\ LOFT J 1 / \, J JUNCTION BOX 05-01-15 Lu o- ME ST( GE I, — \, O c� 0 z UK D �/X � y,� i � TV JACK SHEET REVISION INFO LU m p -- - \ \ \ LdJ ♦ PHONE JACK - PREWIRE ONLY Lu z vi - - - - - -- - - - - - --- \ \ GAME ROOM ----- Q THERMOSTAT Z En o z \ --- '---- - - \ O PHOTOCELL - SOFFIT MOUNT m m w { Q \, II Q PHOTOCELL - WALL MOUNT - - - - — I COVERED Lu ¢ o o � / ,_' ,\ ` � D ELECTRICAL PANEL 3 W w LOx j 1 \ - BALCONY SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO LU z 6 � L / , � i 4 KEYPAD / SD CO 0,w m I L - - - - - - - - - - - - - - - /, .�/, ® OPT. \ ®CHIMES � Ln > I Z O o o / / I TV OPT LEE] STRUCTURED PANEL (a.k.a. SMART BOX, z o > �- S I / COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) v� / wt. INTERCOM SHEET DESCRIPTION W � I , owLLI v� / \\ � \ 0 Lu W %/ sD �� \ cFI SECOND FLOOR uj E i i \ `\ Q a w o \�. �. �, d ELECTRICAL z U BATS FOR REFERENCE ONLY Lu ' > u I �/ \ LAYOUT En Q -, ( J Z Z Z I BEDROOM 4 j Lu Ln� � � Z i / I W o `n I` ROOF BELOW / BEDROOM 3 \ E E PROJECT NAME \ ' Lu W Z Z °moi O� j \ Q ATLANTIC BEACH o - 3:: AMBASSADOR u= ` W ag, o aoW VP c=n Lu": dt OPT. 1 t7NhL COUNTY z o W L - - - -=z LOT/BLOCK 101 g z zo z d TBI NUMBER 101 a (n 25 MODEL r., Q. CATALINA co Mcr WLu o2r 66 03 z a ELEVATION NAME N Z Lu a Lou w CARIBBEAN aW � � o Z = zo z Lu m CLECTRICAL LAYOUT SHEET NUMBER > ozw C o F � SCALE: 1/4"= 1' 0" CARIBBEAN _ E2 . 81 tU U W J z J �' oo o LL J ERIALNUMBER' 1010.0 Q U H O S IOIXEPEGOF mNt1MIDGE•iHEGBIGX GG•ICI®GN11GG Gn,wwcmnauawmi ixewimnatG Mn"nn wmnwG ' coGGwsrzcraawwrewawmanax eenw. CD N TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING N/ 2015 LU v i=- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE c� ooc 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 ORE &FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 2. SC THROUGH FLASHING BARRIER TEMPORARILY SECURE ' 0 o HEADER TO ALLOW FOR FLASHING INSTALLATION . CUT, FOLD UP &TEMPORARILY SECURE WEATHER RESISTIVE sr+aN'NON M.,vnrvc��avr=;nin 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE WEATHER aR alas BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING RESISTIVE INSTALLATION BARRIER NOTE: CLEAN OFF 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6 SILL PAN ANY DEBRIS z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 BEFORE APPLYING ¢ BARRIER WEATHER RESISTIVE`BARRIER ANY SEALANTS. n ■ M `o Ln "5>::>:; (ASSEMBLED F 3. FOLD WEATHER RESISTIVE T WINDOW ) T 1 y ■ a o .. ` SILL PA2 mW mln FLASHING AND SEAL WITH TAPE x r a C) w :; Q2 z z LIQUID APPLIED a J FLASHING MIN. o EMBRANE 0 F v ■ w 0 ,:::-::::t:; -.�,,:. :;;;s>>:::: -'_._'°-- DO NOT FLASH 9 WID F, a LIQUID APPLIED A z o-<:; ;:- ;::.. OVER BOTTOM D w .... .>;F.:::._ MEMBRANE U w LU x m ;:::.-;:; ? ........� CORNER NAILING FLANGE. A 1 ■ ,� F o .........: ::: PATCH ■ g o ........ .: � � ` 00 == ##:: O2 CONTINUOUS BITUMINOUS SEAL WI T ,� ao ■ a,-.::.. NOTES: FLASHING FULLY ADHERE TO INSTALLAT g 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE WOOD SUBSTRATE OVER LAP ■ 3 cn ....<::: : MIN. 6" WIDE). TO AAMA 771 07 ADJACENT BLOCK'MIN. 6" ■ � wz .. ( ) x 0 o FLASHING "$::; _; FLASHING a �u •� fir/ aj o 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP Of Z ............. ,� o ?; WINDOW SILL PLATE, PRE CAST SILL a A ..a ..::::r:. Lu 0 �- x v -`::::. ..;;;;;;; NOTES: �� 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS,.. Ca Q 'g 3r 0r; 1. FLASHING TO,BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) Q a W o a CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO ==INSTALLED ad BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100 d lb a p 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS x C) A O Ln �u z ,Z 3. MECHANICALLY FASTEN AS NECESSARY a ■ O W z a EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL FYI I_I 0 (EXT-1) D3 N.T.S. (EXT 2) a D ow 3 N.T.S. R �d OPTION - A TUCCO RAKE JOINT AT WINDOW LIQUID APPLIED ek 0 g m IOR PERIMETER CAULKING MEMBRANE W o p W 0 BE SECURED DIRECTLY DRAWN BY 0 o us 5 FLASHING TO T CTURE AS DESCRIBED a CONT. DRIP EDGE ON PRO PROVAL LL, CANT STRIP ACROSS DOOR HEAD M. STRICKLAND v m ALL PER PLAN CHECKED BY z ':>:" :>::;; : TO DIVERT RAIN W 4v FLASHING H I NG D ETAI L z o WALL PER PLAN , O z SILL PLATE RED O. SWAFFORD Lu »:: :.:.>:: _� EXT-3 AT ARCH WINDOW FRAMING SCALE 7 a DRIP ` -- __ __ / EXT-3 I 0 � ">'s:;;:.; ; RAIN ( ) 22X 34 = SCALE AS NOTED SEE NOTE #2 REGLET D3 N.T.S. m F a 1 DOOR EXTERIOR \ 11X17 = 1/2 NOTED SCALE o w (A WALL SHEATHING EXTERIOR P.T. WOOD BUCK SET IN � SHEET DATE `L � � WITH WEATHER WINDOW o CONTINUOUS BEAD OF o 0 RESISTIVE BARRIER SEALANT AS DESCRIBED � � INTERIOR PERIMETER CAULKING °C '° G ON PRODUCT APPROVAL p 0 TE: CLEA D BR SN OFF SHEET REVISION INFO NOTES. NOTE: a 0 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL E APPLYING s m u CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR A CANTS. F- n 0 DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE; z = 0 z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS A CAULKED a ,,, � .- STORY WALL ABOVE THEM, TO WALL &WIN MES CAULKED m m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR ERIOR PERIMETER SET REVISION INFO Lu Q O z x o w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW PICAL WINDOW L W W. W Z (ajF=- a g m EXT 5 EXTERIOR OPENLNG OR BEAM EXT 6 HEAD DRIP DET IL EXT-7 HEAD DRIP DETAIL -$ JAMB SEALANT DETAIL = W > z D3 XT 6) D3 N.T.S. (fX D3 N.T.S. (EXT 8) LIQUID APPLIED o D3 N.T.S. (EXT-5) N.T.S. vn o MEMBRANE MIN. SHEET DESCRIPTION ® w z vzi ° 9" WIDE o o STANDARD kn Lu 0 Lu 0 W SEAL W AT NOTES & DETAILS m a z LIQUID APPLIED INSTAL w ¢ > MEMBRANE w = z .O. COURSE STUCCO ON 8" CONC BLOCK WALL Ln a ¢ 1) - #5 CONT gLOPE W/ #5 IN GROUT FILLED CELL W/ PROJECT NAME w x �' MIN, 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. Lu o HOOK BAR DIRECTION (SEE CHART & BEND DOWN INTO STAIR. cn � + , FOR SPACING) --- -- WALL PER PLA 0 0 ? w ' CONC. STAIRS PRE-CAST SILL I SITE WALLS LE - SECONDARY PO W = � o • : uj w J HEIGHT FOUNDATIO INF. DOWEL �- - ` ° LS BEND 0..w a �. SIZE W SPACIN :. .... LOT/BLOCK z o = o LL ( 8" CMU STEMWALL w/ a °' 0 STAIRS. E w F- � 0 0'-0" to 4'-0" 2' 0" (3) #S's CONT. 56"o.c. #5 VERT. HOOKED INTO v o cn , -4" 4 #5 s CONT. 48 o.c. FOOTING @ 40. O.C. TBI NUMBER g z voi z 1 to 6 0 O BEND #5 2'-0" INTO SLAB , r-0" MIN. MODEL "x V-4" (4) #5's CONT. 32"o.c, (TYP.) ° 6" x5 METAL FLASHING STEP OR p Z w o Qq GRADE w/TAR BETWEEN CONTINUOUS ALL W Q GRADE �� FLASHING AND SHINGLES FLASHING ° a� —III RUN KICKOUT `r ~ > , I ELEVATION NAME r+ W o r - — -z — — 9 — LI UID APPLIED in Z '_ ' � _ , III— FLASHING 6 PAST Q No Lu t` w III a, III- III a ° a EDGE OF ROOF PER PLAN MEMBRANE ALL ra z o PAVERS AT -�- - -4-- •----- w AREAS, TYP. ° : 44- PLAN VIEW ¢ _ ,� �___� WINDOWS 0 BE INSTALL FTG. EXTEND TYP. FTG @ PER AAMA 200 09 > `�' ~ z o J SEE CHART FOR IDT , SEE STAIRS & PROVIDE SHEET NUMBER o zx . z z _ w 3 " O.C.FOOTING SIZE AND DETAI FND E.W. Wm REINFORCEMENT INFO CAL ROOF TO TYPICAL ' CMU 0 .OZWF D3 _� _ WINDOW FLASHING DETAIL o m W EXT-9 PRIVACY WALL STEM T-10 CONC ETE STAIRS Ori GRADE EXT-1 ALL FLASHING DET EXT4 z „ _ ,_ D3 „ EXT-10) D N.T.S. (EXT-11 D3 N.T.S, (EXT 4) L z w D3 SCALE: 3/4 - 1 0 (EXT-9) SCALE: 3 4 -1 -0 •o o w ERIAL NUMBER 1009 ¢ ¢ v � o 0 ROOFING PER CONTRACT ON (2) nE� aFc neoNo uuwae mrouawmi meaw,uneu rvmxun ewm,m LAYERS OF 7/16" SHEATHING o z (CONTRACTOR TO PROVIDE PRODUCT N APPROVAL FOR ROOFING SYSTEM) SEE PLAN En �Jw 1 - 2X6W/ 2" DIA. mrq ROUND VENT @ 0 24" O.C. ,000 0 ; c� -- METAL DRIP SHANNON AR 97080 SASE,AIA CARIBBEAN CLASSIC COASTAL SHINGLE 2DXG4FASCIA z o FT n CEILING INSULATION a SOFFIT LEGEND\ D N.T.S. 2 X 6 RAFTER TAIL (SEE ENERGY CALCS.) o Ln 15 @ 24" O.C. 1/2" RIGID GYPSUM BOARD A ■ 0-H. S/ al x 4 TONGUE PER PLAN DBL. 2x TOP PLATE P. WD. � ■ m AND GROOVE "' FINISH MATERIAL 2x SYP. #2 WD. STUDS a w M o @ 16 D.C., TYP, Cis a w �- PER ELEVATION, a a ' LU INSULATION a 1 X 4 HEAD TRIM (SEELEN ER CALCS,) � j F ■ H Ca �V O A Q w W 0 2x SYP. #2 WD. HEADER n U w ■ 0 0 = .SCHEDULE ■ m 8 o oZ SCHEDULED WINDOW • ■ Lu o BACKER ROD G` S US z AND SEALANT (SEE FLOOR PLAN) ■ 0 > 0 5/4" SILL WINDOW ATTACHMENT p z COMPLIANT W FBC R ` a. ■ z 2x SYP, #2 WD. STUDS @ �/ a w ¢ p 1 X 6 APRON A00 3 Q 16 O,C., TYP. w Z � a EXTERIOR STRUCTURAL A U U) ¢ SHEATHING AS REQUIREDWALL INSULATION 0 z BY FRAMING DETAILS (SEE ENERGY CALCS) a a A v a WATER RESISTANT BARRIER p A z w (2 LAYERS REQUIRED) CONNECT WALL PER x o ¢ POLYETHYLENE HOUSE WRAP FRAMING DETAILS P" ■ p 8 apo OR APPROVED EQUAL SYSTEM a X Lu w FINISHED BASE MOULDING ■ w N ►- z a 2x SILL PLATE rftl� o 2x RIBBON FASTENED 3/4" GYPCRETE (OPTIONAL) TOP OF aw TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o 5 m TRUSS ENGINEERING TRUSS ¢ OF w o ROOFING PER CONTRACT ON (2) a o n LAYERS OF 7/16 SHEATHING w DRAWN BY zaLu w CONTRACTOR TO PROVIDE PRODUCT v w m VAL FOR ROOFING SYSTEM) SEE PLAN- WAINSCOT/TRANSITION D. KRAMER 2x RIBBON FASTENED' CHECKED BY a 2 X 6 W/ 2" DIA. TO FLOOR TRUSSES BATT INSULATION S. VANCLEAVE Lu 22x Lu a ROUND VENT @ -- PER TRUSS ENGINEER REQUIRED OVER GARAGE o r 24" O.C. -- (SEE ENERGY CALCS) SCALE Z LuDBL. 2x SYP. WD. TOP PLATE ca ¢o > METAL DRIP - - 22 X 34 = SCALE AS NOTED o F ¢ EDGE - PRE-ENGINEERED WOOD FLOOR 11X17 = 1/2NOTED`SCALE '0 Ln 2 X 4 FASCIA TRUSSES (VERIFY W/ TRU S 1/2 RIGID GYPSUM BOARD o 0 W ENGINEER FOR TRUSS LA)�UT) SHEET DATE d CEILING INSULATION FINISH MATERIAL p 2 X 6 RAFTER TAIL (SEE ENERGY CALCS.) 1/2" GYPSUM BOARD SHEET REVISION INFO PER ELEVATION a o z @ 24" O.C. 1/2" RIGID GYPSUM BOARD t ON STUDS W/ WALL r o 1 X 6 SMOOTH LU m O.H. INSULATION (SEE _ 1 x 4 TONGUE < DBL. 2x SYP. WD. STUCCO`BANDING' F- p AND GROOVE ' PER PLAN TOP PLATE ENERGY CALCS) z = o CA SYP. #2 WD. STUDS } wm w FINISH MATERIAL @ 16" O.C., TYP. +% PER ELEVATION HEADER , SEE FRAMING Lu a ,o o WALL INSULATION PLAN FOR SIZE AND DEPTH 3 =w 1 X 6 SMOOTH (SEE ENERGY CALCS.) SET REVISION INFO p V wSTUCCO BANDING x 2x SYP. #2 WD. HEADER Lu g _m -SEF SCHEDULE 0ceUiZ , p 3 SCHEDULED WINDOW SCHEDULED WINDOW zLu (SEE FLOOR PLAN) (SEE FLOOR PLAN) SHEET DESCRIPTION Lu z WINDOW ATTACHMENT WINDOW ATTACHMENT Ln w o z 1 X 4 SMOOTH COMPLIANT WITH FBC-R 1 X 4 SMOOTH COMPLIANT WITH FBC-R F Z W Lu 0 STUCCO BANDING 1/2" GYPSUM BOARD ON STUCCO BANDING 1/2" GYPSUM BOARD ON STANDARD r g � o STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION S m d z EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO ) NOTES Sl DETAILS n a w o BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE, (SEE ENERGY CALCS z z = o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS Lu 2 J z¢ GAP BETWEEN FOUNDATION @ 16 O.C. TYP. GAP BETWEEN FOUNDATI N AND SHEATHING AND SHEATHING @ 16 O.C., TYP Lu w = z 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME 0- M Lnu o WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION p (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS p ? w POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE W P 0 0 3 OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR,APPROVED EQUAL SYSTEM PROVIDE'CONT, METAL TERMITE Lu _ ' o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE o w FLASHING FLASHING cn ,,, FINISHED BASE MOULDING FINISHED BASE MOULDING z o w Kik MAIN FIN. FLOOR MAIN FIN FLOOR .� a .. „ a ELEV @ 0' 0" aELEV @ 0-0 - - Lu LOT/BLOCK z w w .. z C3 zo =III TBI NUMBER n o z 4 CONC SLAB W/ III � ¢ � ;o "`. = _ ,� � � � a• III III I 4" CONC SLAB W/ MODEL Ln ¢ m �' VAPOR BARRIER - VAPOR BARRIER � wa - ALL IIIIIIa .. 111 I III1- z Lu > REFER TO STRUCTURAL REFER TO STRUCTURAL ELEVATION NAME wW.pz ' w Ii z ¢ DRAWINGS FOR (= DRAWINGS FOR �' Z w wo a COARSE COUNT & a - COARSE COUNT & ��., y W III • a • LII FOOTING SIZE III (PROVIDED BY �= • • =I (P OVIDE�IsY CARIBBEAN <w LuFE �i P= OTHERS) III= OTHERS) a zszz - – —III= 0 ",w SHEET NUMBER o z� m EXTERIOR WALL � flZm 1 SECTION WITH WINDOW 2 TWO- STORY WALL SECTION D7 Lu _j_`o o D7 SCALE: 3/4" = V-0" D7 SCALE: 3/4" = V-0" ¢ ¢ � i-- o ERIAL NUMBER 1009 o .. V MW BMT OF M9WOY M,W GF5MNMRCI®O"TIIs bsn�w NEesnu "MNURR=W c�a sraTu m URF o�munno"eaow. N SET MIRROR 3" FROM SET MIRROR 3" = END OFF BACK SPLASH MIRROR=VI4NITY 5" *FROM INSIDE CORNER DRYER VENT (TYPICAL) 02 GAS PIPE (TYPICAL) o m FOR GAS DRYER ONLYI 0 0 1'-2.1 M = COUNTERTOPS _ ce o J` o c U DRYER VENT (TYPICAL) SHANNON M. VMC�EAVE,AIA 36" HIGH X AR 97080 m GAS PIPE (TYPICAL) z (VANITY-5") MIRROR enc ru > FOR GAS DRYER ONLY ~ o OUTLET BOX j m m z o CENTER SIDEWAYS ------ --- --J ¢ 1/4 MIRROR DRYER VENT BOX- a w IN $ACKSPLASH DD DD ATTACH PER MFR. z in °C INSTRUCTIONS `o _ 1/2" RECESS DRYER VENT BOX- (ne ■ a �o FOR MIRROR ter► m M o 2X4 HALF WALL ATTACH PER MFR. ■ INSTRUCTIONS W FW- r, " YORKTOWN PIT. SILL PLATE 7., P.T. SILL PLATE W N Lu TRIM MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a M H o o W a CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: F CoLU o w 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U A w o 2. AT BATHROOMS WITH MIRRORS ON ADJACENT L ■ zn 8 O E~ z T ANG ED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. ♦ iS Lu o NOTE: BRACKETS REQUIRED IF CORNER. (YORKTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ° w z BOTTOM, OR REAR VENT LOCATIONS. d ■ $ o w O COUNTERTOP CANTILEVERS MORE THAN 10 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED w o BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM E3 w a o 121" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a, O 4 INT1 KITCHEN HALF WALL DETAIL MASTER W A ° Ce INT2 R BATH MIRROR WOOD TRIM DETAIL INT3 DRYER VENT BOX FOR DRYER ONLY z Lce p D$ SCALE: 1/2" = 1'-0" (INT-1) D8- SCALE. 1/2 - 1 -0 (INT-1) D$ " = 1�-O" (INT-3) d a W0 SCALE: 1/2 O: . .a a. . �: a � a z ,z TILE OR STONE ON 1/2" COMPARE O A YL HARDI BACKER BOARD MANUFACTURER'S a a o 0 0o TOLL APPROVED TILE BACKER (REFER OVER 4" EXT. PLYWOOD DIM OF TUB & ■ oa TO CONTRACT SPECIFICATIONS) ON 2X4 FRAMING. PUMP LOCATION ■ N F WALL TILE acs p o m REFER TO FLOOR PLAN, VARIES - SEE PLANS worn 2X BLOCKING BETWEEN VARIES BY MODEL a w o STUDS (3 WALLS) 1 ROW OF TILE � aZ2X4 16 O. . a w VINYL LINER (3 WALLS) ED 5" g W CORN LF DRAWN BY Z w m UP WALLS � o M.STRICKLAND ~ z o o (1) CERAMIC CORNER V voi ¢ 100% SILICONE BEl WEEN O >_ SHELF AT 48" A.F.F. w LL m FLOOR TILE 2X4 LEDGER CHECKED BY _ ILE BACKER BED o a 0. SWAFFORD o r o� x x DROP IN TUB X z "' 6w Q 2" SHOWER DRAIN LL N N N SCALE m Oa J TI w > Q + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED o f- a -2X4 THRESHOLD.. � ;.:.. .. . . . .: .. .. . . .. .. .. .. .. 11X17= 1/2 NOTED SCALE ~ W 0 0 TILE'AT DOOR 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE �. THRESHOLD J WALL TILE WHEN IN CONTACT TUB AS REQ. BY o in I< ADJUSTABLE GAUGE COAT WETBED rJ `' ~ W/ CONC. MANUFACTURER'S, a o z SHOWER DRAIN 6' SHEET REVISION INFO m 2" SHOWER DRAI R 0E GE OVER SET IN SEALANT ROOF NGFELT _rr FR 33 DROP I N TUB DETAIL in cni 9 z V 0 z : 3/4" X 9" RADIUS MARBLE SHELVES WI L EX TCT SIZE A �$ SCALE: 3/4 1'-0" (FR 33) AND . MODEL AS SHOWER ELEVATION � m w � USED IN LIEU OF CERAMIC WHEN MARBLE/ W LL AS PLUMBING ACCESORIES. REFER TO m ARBLE TILE OPTIONS ARE SELECTED � � � A CHITECTURAL-PLANS$Y MODEL. wZ Lu ¢ 0 M R: N J z INT-4 W E R & CURB ON FRAMED OR �� Q�\`��' SET REVISION INFO Lu 0STANDARD SHOWER SHELF LOCATION ` Ed g CA m DH ALE: 3/4' = 1'-O" T-4) IDH END POST TIED INTO FLOOR v 0- w SCALE: 1/2 - 1 -0 (INT 5) JOIST BELOW'EXTEND TO z o > BOTTOM OF FLOOR JOISTS. �1` � EnWo o z v=i END POST TO PENETRATE L w o SUBFLOOR. SHEET DESCRIPTION iE z w FACE NAIL END POST TO STANDARD m 21 z BLOCKING. Lu NOTES & DETAILS z z = a 2x BLOCKING BETWEEN n a FLOOR TRUSS AGAINST ww ¢ END POST. ' cno z '; uj N SUB FLOOR ,' PROJECT NAME . ccz o "' zW 1- UQw \ Ln W >. Z O = O i C z o z cLLn ^ \ �� '' ,' �` 1\ LOT/BLOCK w a cn y TBI NUMBER Ln Z w MODEL ce ALL w u z a FLOOR TRUSS. - NAILS(TYP) c Q v w u ELEVATION NAME N zo o 0 ALL Qw � o zs .Uzo z cuoi Lu zuj I- SHEET NUMBER 5 LU Ln HALF WALL TIE— IRI DETAIL R ozm " FR 34 DV a � o 0 o (FR-34yy o ERIAL NUMBER 1009 V MW MV OF M9WOG M,W Gf9MNMR=O"TIIs bsA�wpm NEesnu "MNURRooms c�a sraru m wn o�munno"eaow. N SET MIRROR 3" FROM SET MIRROR 3" o u MIRROR -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) = END OFF BACK SPLASH 02 GAS PIPE (TYPICAL) m FOR GAS DRYER ONLY eSHANNON 1'-2.. MCOUNTERTOPS _ ce ov DRYER VENT (TYPICAL) ANCLEAVE,AIA36" HIGH X 7080 m GAS PIPE (TYPICAL) z w (VANITY-5") MIRROR cn c ru > FOR GAS DRYER ONLY o OUTLET BOX mom z oz CENTER SIDEWAYS ------ --- ---J ¢ 1/4 MIRROR DRYER VENT BOX- a w IN $ACKSPLASH C�0 �� ATTACH PER MFR. z in Lu INSTRUCTIONS w lz _ 1/2"RECESS DRYER VENT BOX Ci j 7 tn nw. �o FOR MIRROR �Yr► m M o 2X4 HALF WALL ATTACH PER MFR. ■ INSTRUCTIONS m 2 Fw- o M YORKTOWN P.T. SILL PLATE 7� P.T. SILL PLATE W g N Lu F- TRIM- MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a- wINSTALLATION a M H o ¢ CABINET VANITY MIRROR INSTALLATION'.INSTRUCTIONS: F, jE m o w 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U A w o 2. AT BATHROOMS WITH MIRRORS ON ADJACENT L ■ zn 8 O !~ z T ANG ED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. ♦ iS Lu o NOTE: BRACKETS REQUIRED IF CORNER. (YORKTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ° Ln Q „ __ BOTTOM, OR REAR VENT LOCATIONS. d ■ $ 0 > 0 COUNTERTOP CANTILEVERS MORE THAN 10 ` 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED w o E BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM o w a o 121" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a, O Z a KITCHEN HALF WALL DETAIL MASTER BATH MIRROR VWOOD TRIM DETAIL -W A Ute ¢ I8 INT2 _ _ INT3 DRYER VENT BOX FOR DRYER ONLY z � 0 m SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE. 1/2 - 1 0 (INT-1) D$ SCALE: 1/2 = 1'-0 (INT-3)(INT-3)wu o d a O a a a d z ,z TILE OR STONE ON 1/2" COMPARE �' O A YL HARDI BACKER BOARD MANUFACTURER'S a a o 0 0 o TOLL APPROVED TILE BACKER (REFER OVER 4" EXT. PLYWOOD DIM OF TUB & ■ U- a TO CONTRACT SPECIFICATIONS) ON 2X4 FRAMING. PUMP LOCATION ■ N F U- 0 WALL TILE r2< p o m REFER TO FLOOR PLAN, VARIES - SEE PLANS Lu 0rn 2X BLOCKING BETWEEN VARIES BY MODEL a o STUDS (3 WALLS) 1 ROW;OF TILE a Z � w z 2X4@16" O.C. a w VINYL LINER (3 WALLS) ED 5" g W CORN LF DRAWN BY z o UP WALLS 0 (1) CERAMIC CORNER z ,m � 0 , ; M. STRICKLAND v' vii ¢ 100% SILICONE BETWEEN SHELF AT 48" A.F.F. U_ m FLOOR TILE 2X4 LEDGER CHECKED BY _ ILE BACKER BED p a 0. SWAFFORD o r x x DROP IN TUB x z "' Q 2" SHOWER DRAIN � N N N SCALE m Oa J TI w > Q + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED __j f- a 2X4 THRESHOLD _W 11X17= 1/2 NOTED SCALE ~ 0 0 TILE'AT DOOR ¢` 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE 0. THRESHOLD J WALL TILE WHEN IN CONTACT TUB AS REQ. BY o ADJUSTABLE GAUGE COAT WETBED R `' ~ W/ CONC. MANUFACTURER'S, a o z SHOWER DRAIN 6' SHEET REVISION INFO m a 2" SHOWER DRAI E GE OVER ROOFINR SET IN SEALANT G FELT FR-33 D RO P I N TU B DETAIL z L = z 3/4" X 9" RADIUS MARBLE SHELVES WI N TE: D$ SCALE: 3/4" 1'-0" (FR-33 EX CT SIZE AND SHARE VAIRES BY MODEL AS ) w z `" USED IN LIEU OF CERAMIC WHEN MARBLE/ W LL AS PLUMBING ACCESORIES. REFER TO ' SHOWER ELEVATION m m LL, 3 ARBLE TILE OPTIONS ARE SELECTED � � � A CHITECTURAL PLANS$Y MODEL. w ¢ 0 oz W = NT-4 WER & CURB ON FRAMED OR INT-5 STANDARD SHOWER SHELF LOCATION ` �� ° serREVlsioNNFo END POST TIED INTO FLOOR Ce CA m Q$ ALE: 3/4" = 1'-0" T-4) �$ SCALE: 1/2" 1'-0" (INT-5) JOIST BELOW EXTEND TO QPM z o > BOTTOM OF FLOOR JOISTS. 3 En w O o z v=i END POST TO PENETRATE Ln L w o SUBFLOOR. SHEET DESCRIPTION z w E FACE NAIL END POST TO STANDARD m c m z BLOCKING. NOTES & DETAILS zLutn z= a 2x BLOCKING BETWEEN , vwi a FLOOR TRUSS AGAINST Lu w ¢ m END POST. ' Ce ocn z vi cn O SUB FLOOR. ; cc cn ui PROJECT NAME 0 1— U � w Lu Z u S O ' C z o zo n, j ;� 1. LOT/BLOCK w CL ? m TBI NUMBER i ,i 4 , Y ,i zw v a "' v' / . t MODEL ce O wlmpY �./� / , \\ i ALL Lu z / NAILS(TYP) `•; w u z ¢ FLOOR TRUSS. / ' CD 0 v w w ELEVATION NAME CN z� c � - Qw � 0 ALL o zsUzuj , o z En co Lu z SHEET NUMBER Ln 0Lu HALF WALL TIE- IRI DETAIL R ozm " FR 34 DV a c8 0 o (FR-34) yy o ERIAL NUMBER 1009