Loading...
1668 MARITIME OAK DR - NEW HOME DRAWINGS ARCHITURE TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMLM SMING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. � t F � � c.' _J7 000 10/27/15-Q0 @J w rl T1*1 1 11; 11 = 0 I dr14a II AR 6399 m j 00 00 EDS OVAN G. DRUMMOND,AIA AR 96399 Z O � Z Z ¢ � U) oC O w LU J H = 00 nW. m Z � L T O DRAWINGS GRAPHICS "? 0000 o W IS ABBREVIATI N w ,� � O S N o C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR., FINISH FLOOR P.S.I. 03 a `4 POUNDS PER a Z GN1 General Notes DETAIL NUMBER ETAIL NUMBER & AND FLR. FLOOR SQUARE INCH �' a E" �" 9w ¢ = Q � W � o ___ RAWING NUMBER ___ DRAWING NUMBER EQUAL FND. FOUNDATION PSL PARALLEL STRAND O A o @ AT F.P. FIREPLACE LUMBER w 0 0 = BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM g o R ABV. ABOVE FT. FEET P.T. PRESSURE TREATED" C 0 ¢ z kn SLAB YOUTS _ _ ETAIL NUMBE _ DETAIL NUMBER ADJ. ADJUSTABLE FFG. FOOTING PT. LD. POINT LOAD LU cc _ ___ DRAWING NUMBER ___ RAWING NUMBER A.F. ABOVE FLOOR F.0.�M. FACE OF MASONRY PWD. POWDER ., 0 11J zo A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD i o A1.82 Slab Layout for Coastal AHU AIR HANDLER UNIT GAL GALLON a o Z w a z ALN Slab Layout Notes and Details ��CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER ,,� O o A A a � � CENTER LINE IUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR 11J a GFI GROUND FAULT RAD. RADIUS w z rn A BARBECUE INTERRUPTER REF. REFRIGERATOR A -94 5 V to Q ,,1, o FLOOR; PLANS ELEVATION MARKER SPANISH TILE O BD. BOAR GL GLASS REINF. REINFORCING � a A w U L� = o SHAKE SIDING B.F.F. BELOW G.W.B. GYPSUM WALL BOARD RM. ROOM `� � `� 2f ____SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING A z w SIDING BR. BRICK H R D. x o � ¢ A2.82 First Floor Plan for Coastal HIGH Q REQUIRED a v oc o FRAME BEARING WALL BRICK BKFST. BREAKFAST HB HOSE BIBB R &SH ROD & SHELF CALC. CALCULATIONS "� � J INTERIOR WALL NON-BEARING ���:: ,:�•�:�. STUCCO FINISH HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w N = o ¢ C.]. CONTROL JOINT HGT. / HT. HEIGHT A3.82 Second Floor Plan for Coastal CMU MASONRY WALL EARTH HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET Ce A3.N Floor Plans Notes, Details and Schedules CL CENTER LINE GABLE END WALL — INSULATION CLG CEILING SGL SINGLE 00 m CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET UU o z FRAMED KNEEWALL - DECORATIVE STONE C.O. CLEAN OUT INT. INTERIOR SH. SHELF ¢ � o EXTERIOR ELEVATIONS . . . . . . . . DROPPED SOFFIT � — � PRE-CAST LINTEL/ HEADER COL. COLUMN , I.L.O. IN LIEU OF SHWR. SHOWER z O % COMP. COMPRESSOR �.� SL. SLIDER DRAWN BY SPECS SPECIFICATIONS ¢ W CONC. CONCRETE KS KNEE SPACE SPRUCE PINE FIR cS oo S.P.F.CONT. CONTINUOUS S.PROFFITT Z 0 A5.82 Front&Side Elevations and Notes for Coastal L' LONG SPRG. PT. SPRING POINT CHECKED BY a - DB. DOOR BELL N"_ <_L�V LAVATORY STD. STANDARD S.VANCLEAVE = Ce DBL. DOUBLE LDRY LAUNDRY STL. STEEL o >_ oc A5.1.82 Rear&Side Elevations and Roof Slope Plan for Coastal N LINEN STOR. STORAGE DR.& SH. DOUBLE ROD AND SHELF SCALE ED a > DECO. DECORATIVE LAUNDRY TUB 22 X 34 = SCALE AS NOTED T TOP 0 g' DET. DETAIL 11X17 = 1 2 NOTED SCALE 0 r ¢ I.B. MASTER BATH T&G TONGUE & GROOVE / W = A5.2.82 Exterior Elevations Details for Coastal - DIA. DIAMETER MAX-- MAXIMUM TEMP. TEMPERED 0 0 � DIM.DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE � d 0 _ DN DOWN MFR. MANUFACTURER T.O. TOP OF 09-08-15 ce b A5.3.82 Exterior Elevations Details for Coastal DR. DOOR IFIL, MILLIMETER T.O.B.B. TOP OF BOND BEAM O 0 g DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO Ce D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM z Co V BUILD ' G SECION� ' � 3 DW DISHWASHER MLDG. MOLDING TYP. TYPICAL o w z Lo � 1W,DRAWING . P.H. MILES PER HOUR za (n C) E EGRESS MF METAL THRESHOLD UC UNDER COUNTER wz .N.O. UNLESS NOTED m m W A7.82 Building and Stair Sections for Coastal E.E.EEACH END o ; E.W. EACH WAY N.IT S. NOT TO SCALE OTHERWISE LU = o WELEVATION EL. 0• ET REVISION INFO LU w ELEC. ELECTRICAL OVERALL V.B.V•B. VAPOR.BARRIER W z < � DIFFU ER LAYOUTS 0•C ON CENTER VERT VERTICAL V ENCL. ENCLOSURE 0•H OVERHEAD V.T.R. VENT THROUGH ROOF Ce � � m ENG. OPT. OPTION AL EQUIP ENGINEERED OPTION(AL) Z o z Q EQUIPMENT OPW- OPENING W WIDE � � ,� o M1.82 First Floor Diffuser Layout for coastal EXT• EXTERIOR OSBy ORIENTED STRAND BOARD W/ WITH WATER CLOSET o w z c=n W.C. SHEET DESCRIPTION Cn w o Z PED. PEDESTAL SINK WD. WOOD w o POLY POLYVINYL WDW. WINDOW z w M2.82 Second Floor Diffuser Layout for Coastal P. ,F. POUNDS PER W.I.C. WALK-IN CLOSET COVER 22 10- Q WP GFI WATERPROOF GFI m 9 ce Z S UARE FOOT LU a a o W.W.M. WELDED WIRE MESH SHEET z z = o DESIGN CRITERIA HOUSE ELEVATION ABBREVIATIONS w.w.F. WELDED WIRE FABRIC W Z ELECT ICAL LAYOUTS ABBREVIATION FULL NAME ELIEVATION CODE Ce PROJECT NAME oUj Ce V�U) z TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 MAN. MANOR 03- _ WIL. WILLIAMSBURG 07 k ATLANTIC BEA oc W Z ,� E1.82 First Floor Electrical Layout for Coastal BUILDING TYPE. V B CH 0 0 �, PRO. PROVINCIAL 08 HERITAGE W � o DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CHA. CHATEAU 09 ~ � o W VER. VERSAILLES 10 c�. cn W �_,., E2.82 Second Floor Electrical Layout for Coastal 5 H EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 DUVAL COUNW z o W — CIA. CLASSIC 8 , W = O F. .C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED - 130 MPH MED. MEDITERRANEAN 19 LOT/BLOCK 124 Z o Z F. C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 1 1 MPH TRA. TRADITIONAL 20' E z O 0 COU. COUNTRY MANOR 21 TBI NUMBER 124 o _ HER. o U Z P STANDARD NOTES & DETAILS F. .C. 5TH EDITION (2014) PLUMBING EXPOSURE B HERITAGE 22 MODEL 0 ¢z � � � CMN. CIMMARON 28 O z Ce D3 Standard Notes & Details F. .C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING CFT. CRAFTSMAN 31 STONEBROOK z a � D7 standard Notes & Details CONSERVATION _ MSN. MISSION 30 Uj W o Z D8 Standard Notes &Details INTERNAL PRESSURE COEF. +.18/ .18 scL. Ln Ln w � z ¢ SPANISH COLONIAL 32 �-- ELEVATION NAME Qj W ,� F. .C. 5TH EDITION (2014) FUEL GAS BOR. BORDEAUX 33 w Z W 0 FOR WINDOWS & DOORS SEE FLOOR �. a o F. C. 5TH EDITION (2014) ACCESSIBILITY PLAN F R A T AL PRE R BRO. BROUGHAM 9 ALL O C U SSU ES REN. RENAISSANCE 140 = U_ N TIONAL ELECTRIC CODE 2011 (NFPA 70) VIE. VIENNA 41 �; z o THIS DRAWING AND DESIGN IS VALID z 4­4 _ z N.F.P.A. 101 2014 FOR 12 MONTHS AFTER THE DATE IT Tus. TUSCAN X44 ¢ m A E 7-1 MINIM CALAIS ��46 = SHEET NUMBER C 0. UM DESIGN LOADS IS SIGNED AND SEALED OR WHILE cls. o z = ITV, ITALIAN VILLA 58 u;O , FMA RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 caw PBC. PALM BEACH 80 = CARIBBEAN 81 o z J W CRB. F--4 a o 0 o COASTAL 82 p[ ERIAL NUMBER 1010 0 TERMITE SPECIE CATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION mTMeeEsroFMriarowLF*&PPLION312�oRccr>MoeM D(IAYM(NG COMPLIES W1TH'�APPLICAOIE MINIMUM OIRLDING TIM 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 «>NINfffEaASL>FMMOFMIFIC~MNOW. Ln USECTION R318 PROTECTION AGAINST TERMITE AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OCT 2015 TERMITE PROTECTION SHALL BE PROVIDED BY EGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT R FLORIDA PROD PP � �, 0 0 PRODUCT APPROVAL NOTICE OF ACCEPTANCE (HOA). THE NOA SHALL DEFINE THE OF F� cn PESTICIDES, BAITING SYSTEMS, AND PESTICID S APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL �� X00", � °C OF TERMITE PROTECTION LABELED FOR USE A REVENTIVE TREATMENT TO NEW CONSTRUCTION SEE ENGINEER SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION01 MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE P 0 Q r w ( APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL' cl00 _ SECTION 202, REGISTERED TERMITICIDE). UP N COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. �""`�b = o PROTECTIVE TREATMENT A CERTIFICATE OFC MPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND m DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT' SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD A THE BUILDING HAS RECEIVED A COMPLETE TR ATMENT FOR THE PREVENTION OF SUBTERRANEAN R 399 ��j 0 0 TERMITES. TREATMENT IS IN ACCORDANCE WITH 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 f- DEPARTMENT OF AGRICULTURE AND CONSUME 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 F p p�G 1 PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVAN ��,AIA NOTE: AR 96399 1) 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. m U- OR BORA-CARE PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY 0 o APPROVAL DATA MUST BE ON FILE WITH THE 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 z o 2) PRESSURE TREATED LUMBER THAT HAS EEN CUT OR DRILLED THAT EXPOSES UNTREATED 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. Q u7 PORTIONS OF WOOD ARE REQUIRED TO 3E FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION oz� _ �� OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS � ~o OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 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. ce STRUCTU L NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" co 0 w m CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. W "' °° op N __j 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES � a ,� "' a o A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK '' :1 a H o z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS �, ❑ W ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. � � m0 ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. � A � o 0 = w 3. WELDED WIRE FABRIC SHALL CONFORM TO STM 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 W S 0 O = AND CONTAIN AT LEAST ONE CROSS WIRE WIT IN 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 ° o z = PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE �1► � ❑ a z APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH N 0 o THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND � S W USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 8 w z 4. HOOKS SHALL BE PROVIDED AT DISCONTIN OUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH o > o LL THEIR BACKGROUND. x ❑ w o 5. HORIZONTAL FOOTING BARS SHALL BE BEN 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 a, cn I' 25 LAP SHALL BE PROVIDED. O o Z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a = 0 6. MINIMUM LAP SPLICES ON ALL REINFORCINC BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO 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 A Z Lu w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/a" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS �j cc z �� PLYWOOD PANELS. � 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BAR IER. ALL JOINTS TO BE LAPPED MIN. 6 AND LESS THAN 860 LBS (USE (2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY ; a a W a BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C A w Ce cc z SEALED UNDER SLAB ON GRADE. 11 CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. 0.4 � a 0 9. FOR SLAB ON GRADE, PROVIDE 4 CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED CONTACT ARCHITECT OF RECORD FOR SUBSTITUTIO 0-4 cn L OUTDOOR KITCHENS x 0 A � z z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4 MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH STRUCTURAL DESIGN CRITERIA _ o 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. a cc 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 o RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N W "- � 10. WHEN THREE OR MORE BARS ARE REQ'D. HE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. ; 0 = o a ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS' SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS ce STAIRS 40 PSF ANCHORAGE °2 � o REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF 9 20 PSF METAL AND WIRE LATH: o a m ALL REINFORCING STEEL SHALL BE NEW DEFOR ED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF w o z CONCRETE PADS TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ce ce STRINGERS. DOWELS FOR COLUMNS & FILLED ELLS SHALL BE SECURED IN PLACE BY USING SLEEPING ROOMS BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 0 o u7 ADDITIONAL CROSS- REINFORCING TIED TO F OTING REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY M � "'' WHERE PERMITTED SHALL BE THE FOLLOWING INIMUM UNLESS OTHERWISE INDICATED ON THE CONCRETE CONCRETE UNLESS OTHERWISE INDICATED STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT cj W W DRAWINGS: @ 28 DAYS 3 0o OF 4D GALVANIZED BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND z 0 FIGS, WALLS, COLUMNS, BEAMS, SLABS: 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 LA�H SHALL BE CHECKED BY V c> z FILLED CELL&MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60 000 PSI ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A BARLEY = ce - TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 31 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN o > WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF /s INCH IN DIAMETER, SCALE m ¢ > MASONRY WALL CONST. FIBERS PER CUBIC YARD -j o CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS 1. HOLLOW LOAD BEARING UNITS SHALL BE NO MAL WEIGHT GRADE N TYPE 2 CONFORMING MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S F o ~ _ TO ASTM C90 WITH A MINIMUM NET COMPRES IVE STRENGTH OF 1900 PSI (f'm'= 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED w cn UNITS: DURING CONSTRUCTION 0 0 � 2. MORTAR SHALL BE TYPE S , CONFORMING T ASTM C270. H.V.A.C. NOTES SHEET DATE d O _ 3 COARSE GROUT SHALL CONFORM TO ASTM C476 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: te AND A MINIMUM COMPRESSIVE STRENGTH AT 2 DAYS OF 3000 PSI SLUMP 8" TO 11". STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION a- 4. VERTICAL REINFORCEMENT SHALL BE AS NO ED 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 AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO W o zo Y 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 = m v 5. VERTICAL REINFORCEMENT SHALL BE HELD I POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. o � zo (n OF THE MASONRY CELL TYPICAL UNLESS OTHER ISE NOTED. WALL SHEATHING, PLYWOOD C-C/C-D, EXTERIOR OR OSB a 0 ( 6. REINFORCING STEEL SHALL BE LAPPED A MI IMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM. Fb = 2900 PSI (2.OE) ELECTRICAL NOTES }" m w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAG MMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. c° ANY DISCREPANCIES 0 THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR 7. GROUT STOPS SHALL BE PROVIDED BELOW OND BEAM. PLASTIC SCREEN METAL LATH STRIP TO THE COMMENCEMEN OF WORK DO NOT SCALE ELECTRICAL DRAWINGS w ¢ o o WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: z = W OR CAVITY CAPS MAY BE USED TO PREVENT THEFLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO s W w w FELT PAPER AS A STOP IS PROHIBITED. TRUSSES: TOP CHORD LIVE LOAD: , 20 PSF 20 PSF ALL WORK SHALL BE DO E IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL w z v 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTA LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD. 10 PSF 20 PSF ELECTRICAL. CODE &AL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. a g m ENGINEER APPROVED SUBSTITUTION) AT ALTER "ATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED o ce W z SHALL BE CONTINUOUS AND SHALL LAP A MIN. TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. Z o WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO 0 WIND UPLIFT RESISTANCE. 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z u 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION 0 uj W v, SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE cn W 0 z 2 ALL EXTERIOR WOOD STUD WALLS, BEARIN WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL = z � o FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ~ "-' ALL ELECTRICAL SWIT ES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6° NOTES m � � z GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENIN S. 0 a uj 0 3. ANY WOOD FRAME INTERIOR BEARING WA 1.STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF Q v STUD UP TO 1" DIA. SHALL HAVE STUD PROTEC ION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. z z = PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES TYP. U.N.O. 60 PSF W z TOTAL: ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 W ¢ a 4 MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO cc LU _ SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VIRIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME m o z STEEL. IT IS THE CONTRACTORS RESPONSIBI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: o SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. w V v) 0 AND TO SELECT APPROPRIATE CONNECTORS TH T RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL o w M z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED G LVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 0 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' Lu z o OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) �_ v W IN EVERY KITCHEN, F ILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, UJ STRUCTURAL STEEL IESL: ROOFING BEDROOM, RECREATI ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL 0 u- (n ALL STRUCTURAL& MISCELLANEOUS STEEL A3 36,000 PSI, U.N.O.U N.O. TUBES ASTM A500, 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. z o = o GRADE B, Fyy = 46.000 PSI PIPE STEEL: AS A 3, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCKcn - W H- cc WELDS: E70XX ELECTRODES STRUCTURAL BOLT : ASTM A325, BEARING TYPE CONNECTIONS z p z u- STRUCTURAL BOLTS: ASTM A307 STRUCTURAL OLTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS z z CONNECTIONS WHERE INDICATED, ALL BOLTS ST 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 - 0 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 MODEL 00 o b zo F% FABRICATION. HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL � z W � Q Ln Q 0 cn ce FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. " ALL o � ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE z ce r PROVIDE MININUM OF 3" DIAMETER SCHEDULE 0 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. Ln 0-W 0 y- R407.3. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. X: w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME Lu V W < THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT ETC. z W o PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL g w1. 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.P.A. 101 CHAPTER 24. GENERAL NOTES _ � MANUFACTURER UNLESS NOTED ON THE PLANS. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND _ z o 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 RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. Z = P-1 Z 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 V6 w WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER . W cc m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH ro 0 z = 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLA ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. o ~o IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. ui cc W DESIGNER,TOLL BROTHERS, FOR FURTHER INF RMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1 " z ca 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). ui _ z _1 u- 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/ a o 0 0 (2) ROWS OF 10d NAILS AT 10 C/C. TRUSS PLATE INSTITUTE TPI LATEST EDITION. ERIAL NUMBER 1010.0 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS IDRAWING COMPLIES KIN THE APPLICABLE MINIMUM BUILDING CDDE IN ERECT AS OF DATE OF CERTIFICATION BELOW. CD N00 CaJ Lu O ce 96 00 FRpA�G OVAN G. DRUMMOND,AIA AR 96399 rB z u- A7.82 O A a 48 x48 X4 CONC. 96"x48"X4" CONC. z n ru PAD 3" ABOVE PAD 3" ABOVE W = I 5 '-0" GRADE GRADE , Lu 0 a1 " x_ 11 ------------ -------- -©---------- ce z 3 -0 131-41140 8 :I u- "' -' „ PROVIDE GAS LINE -----, iM �' '� w N M 0 0 � � 25 10 � � a o -0 12 -4 FOR TANKLESS W TER I 1 11 2 11 11 111 CIS 1� a w p z 0'-0" T.O. HEATER i wa i 1 1 w 1 1 W = m COL. PAD I i o I i i of w ~ O ( u'-----'I 11i U) iui Hg A W fV © © T 00 V w g Q2 _1 -------------------------------- ---- ---------J L------I----------- _ i °° O +--� I I 1 C g Lu J w WATERIS OW O J I I w O , I SOFTENER x PAVERS ON LOOP a Z W a o STEM WALL 1 '-811 ' 1 22'_0,1 a o � II 40 A Q V = - II W A Z W d- _ I '� I L--------- cc w z _� N SLOPE PAVERS V O Q a }--, -------- Lu ------i s W e z ► ' a ►-a A a Li -1611 _ Z L11 IYP.AIAA1.N _ _ �+ x o U ~ o o ; 6" PLUMBING i o c Lu U- J , WALL , N N F- z -J I = a _ p� H B�� --- ---------------- - L, rj --------7�_ I O I II Ii , II L a u_ T i V) }' I 11 II If uj o a m 0'-p" I i SLOPE SLAB II � o z FINISHED FLOOR ; ; `r ; ; 11/8" PER FOOT Qce O I I o0 1 1 U z w NOTES: ; DRAWN BY Q FIN. FLOOR TO BE 18 MIN. , , , 1 6 -2 0 ce- 11J , ABOVE CROWN OF ROAD. I I , �. 00 1 I S.PROFFIIT CHECKED BY 00 � Q = 't I I I I I _ - ' S.VANCLEAVE uJ W � O 1 , , - ------ � N O N ' = a o I 1 - --_----� -------� - o o z ce L a 00SCALE m ,� J A1.N P. I 6" PLUMBING ' 22 X 34 = SCALE AS NOTED o a i WALL 11X17 = 1/2 NOTED SCALE u_ w cn A Lu O _ - - - - - . SHEET DATE 82 O A2 te W � I ^ 09-08-15 o ce � 'I 10'-7" SHEET REVISION INFO aO z � ..; .,,�. Feil: .., _ o / 4 -----MANAIMIN-- - �- ------- /8" PER FOOT v __ 1 ----- _ ------ - oz PROVIDE ELECTRICAL I Lbo s a W z CHASE FOR ISLAND ' 6" P UMBING ; o _ mco w ' ---- ---- - WAL ' ; N 1 ---- --- ---- - 1 w u=i w v� ? o �1 0 1 .� 1� PAVERS ON SET REVISION INFO O U) -j uJ oWit- I,L-iL-A I I L„ z v = ,-� I STEM WALLLi a- ce CID .�N ce -1 N zce > . z _ ' b F-- w = �,', 00 1 11.011 le SHEET DESCRIPTION 0wcn \1 U) (D - SLAB BZW D -------�---- ---- - ------------ ---� --- ----- -------- - mce � Z W a GAS LINE TO N Zo J z GAS COOKTOP I 0 -0 T.O. w a a COL. PAD (TYP OF 5) cc w = 8 2 z 4-3 PROJECT NAME w CAI Z 10 31_011 1_011 51_1,1 13,_1111 O0 � W ATLANTIC BEACH o I s 1-0" H E RITAG E W �4 U) uu DUVAL COUNTY z O w M P g LOT/BLOCK 124 z z TBI NUMBER 124 g E O z A7.82 00 m o Ln o MODEL - M uJ Q 0 z o rte. zaU, j STONEBROOK LU "n Lu w a F-- ELEVATION NAME y--i W� z z W oSLAB LAY T STEM WALL FOUNDATION wW a o _ to COASTAL r4 „ ce W uj SCALE: 1/4 = V-011 COASTAL v Q = NOTE. FIELD VERIFY ALL GAS LINE z O u, � o Q SHEET NUMBER W z LOCATIONS PRIOR TO POURING SLAB = o �- 6 ce ADDITIONAL NOTES AND SCHEDULES A10 fr- 82 pzmM -J M o o u- CAN BE FOUND ON SHEET AIA Q V I- 0 �ERIAL NUMBER 1010 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APWSCABLE MINIMUM BUILDING SLAB LAYOUT NOTECDDE>"EASDIDATEDFG,iDNBEL . ,Ln .� Sof F cn 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 6. � �LU 0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS gods� � � e m 00 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 0 F D A� ~ 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. OVAN G. DRUMMOND,AIA AR 96399 INDICATES DOOR OPENING z U- C) zo a0-4 cn zc(Ai Off = Lu Joe =5a O W m o o a w N M 0 W.W.M. PLACED IN UPPER a o w Lu Z 1/3 OF SLAB OR FIBERMESH " a H o ,,, a REINF. PER PLAN LU Co 11 A w c 0 1/8 (MIN.) SAWCUT x 1/4 OF cl W SLAB THICKNESS SEEw S z = FOUNDATION PLAN FOR LOCATION `" 00 � z W o � o g > ce OW O a a_ �_____7 w DoE ul x _� o III III III a o z wao CWC W Z A Z W o can SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 ��`' '� a A w W o TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, C' a a u, AS CONCRETE ALLOWS WITHOUT RAVELING p _ Zw F- o o a W W J = Z a O O aa U- oC 0 O J 1 o coSAW CUT DETAIL Luz A1.N SCALE:3/ = 11-011 ce U m o o DRAWN BY S.PRO FFITT M! aWE z o CHECKED BY Q L S.VANCLEAVE Lu Coc z w RECESS SCALE co a > /7; 1 z IN SLAB 22 X 34 = SCALE AS NOTED J 41/ " 11X17 = 1/2 NOTED SCALE O W V) w O o Coe) ,—GARAGE SHEET DATE d O DOOR GE 09-08-15 L o SLAB o = RECESS SHEET REVISION INFO CLO z WALL PER Isz cn PLAN 5.. � Z W CWnO � w a cn m ° W � � x: 1-4 sk Lu a 0 z o � SET REVISION INFO C) v' Q i FRONT WALL OF GARAGE ui CWc m PROVIDE 11/2 D x 4" W z o >o RECESS AT GARAGE DOOR z v n SHEET DESCRIPTION o LU W PROVIDE 4 1/2 D x 8 W � W o SLAB RECESS SLAB LAYOUT ~ Z � BRICK PAVERS - NOTES m � aZ GAR. AND w a a o FIN. FLR.--- --- � � DETAILS uj Ln ''-' PROJECT NAME a z {{ ATLANTIC BEACH pWp � u.i W = < o H E RITAG E 5 _ 5 LU o cw DUVAL COUNTY ~ W F Lu LOT/BLOCK 124 Ln Z U- E ZE Z o z TBI NUMBER 124 o o MODEL M W �, a W a STONEBROOK > Ln ME W W 0 Z I— ELEVATION NAME a W 2 CDft. (W7 U W U- Z W O SE TI NATGARAGE DOOR TRADITIONAL N g o w SCALE:3/4" = 1'-0" A1.N p o U-J,� Z0 z z SHEET NUMBER � z � � � €Q o W _ W � oC co omLU oWmW V W -! A 1 N Z � OOu- 0 pC ERIAL NUMBER 1010 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING OONKM WITH THE APPUCABIE NINIMRIM BUILDING CODE IN EFFECT AS OF DATE OF CMIFICATION BELOW. Ln c � SOF Ft Nsscav�x rB 4' HI H WALL AT SERVICE c,LU '<�� io�2��i ' rQy _ A7.82 COUR . SEE DETAIL 1 ON 4 HIGH WALL AT SERVICE = o SHE A5.3.82 99 COURT. SEE DETAIL 11 ON R9 � J 57 -011SHEET A5.2.82 FR 0 0 31.011 131.411 401.811 A OVAN G. DRUMMOND,AIA r_On 11 121_21 4'-0" 6'_101 181_71 AR 96399 2 LUMP. �Z..� � I I I Z Z PROVIDE TAN LESS TRASH ENCLOSURE a PRIVACY WALL I GAS WATER H ATER o = 6'-0 A.F.F. ' ' HB TRELLIS, SEE u J N AOI A I AO ELEVATIONS ' (n uui o = :..–.:.–:..–................... _.–._..�._..�.�._ ................... .................................... ................ } cc m _ - cC z J .-� I o N .� "' o BOX-OUT BEAM TO - u, I COLUMN WIDTH (TPP.) I = a Z WATER N0.4 o u, COVERED STUDY OFTENER I %n ___. W = m I 101.011 CLG. S ( .. H o > o I LANAI p LOOP p A W _ 1 n O LINE OF SECOND 10 -0 CLG. _ __�.0 _ 0 0 = d- = W ( - - - LOOR ABOVE �,, ,��, ..........._ w g adz o I C °O m , . "r 00 W o 14'-6" A7.82 - ZONE 22" X 54" Q ... o 0 J W z 8 ATTIC oc` ACCESS --�I oo1 o I 13'-10" '-10" 011 . W O wr cn D I SL PED \\ f W; o owO�' - -wZCL \V/ _ _ co,-rN � ALL �: A H A Q O _vM._ W w . ................................. – 9 14 i 1 _011 CLG i i \\ i - Z cx v cn z HB MT i// \\i A 0 ----y O ,........ a wi W Ce 0 CLOS , 11 TWO CAR GARAGE --- 04 - O I 10'-0" CLG. A I :F Lu X: = PO ER --- – 1 rr E-- EPDXY FLOOR FINISH x O p� o � � � I d- -- --! 4 _0 3 -10 � 21 -6 � ._�._.. .... w p ,� W o ::.: I ROOM ------ 611 N ,.a z J I SLOP DI CLG. - , w O a I GREAT ROOM - -- 8 36 HIGH GARDRAIL W/ 0 11 1 11 CONT. H ND ____-- BALAUSTRADES SPACED TO _ - _ ..... _ _....,_ ce 21.011 I 9 4 TO 10 -0 :...._. ...... c� u, _ �t = COFFERED CLG. RAIL 3 " ______ = co _ REJECT A 4" SPHEREo �o .......... N ABV. IN N J _ o I ............................................................................................................................................................................... p ... TPP. .... ., . . ... 1 O �0 1 F W O I - r_ n N I _ L u_ 1 11 r_ n d' ¢ coo �N 196 d. 4 -9 28 31-511 oov AK TAI - 6" DRAWN BY Q I I --- -- FOYER I I L; � W A �' --- --- ``101.011 CLG. ;� _� I ( o- q S.PROFFITT — ---- -- - �W- — — — — .-+IN z0 Z A7.82 _ - _ _ 6" I o o I UP MT ( I A7.82 CHECKED BY W (A a - I r 11 0 71.211 M I I 31.511 11_ rr 1 61.011 1.011 31.1 I COVERED S.VANCLEAVE W 6 -10 _ I ENTRY I N ,.'�;�, A3.N o I I 101.011 CLG. SCALE ca co z Lu vc - - I I 22 X 34 = SCALE AS NOTED OJ — �/lrfi WF� LLQ--- _ ———— —— _.. — ————— — M� J A _ _ __ _ I 11X17 = 1/2 NOTED SCALE C) �— Q o ra TOP @ 34 " m o = o I S FLA FFIT TYP. BO o - W cn M 1/211 ROUGH I O in N @ 91_ " A.F.F. U.N.O. _ o SHEET DATE J --------- - cc (Un 0 f = -� I `�' 8" DIA. DECO. COL. ( I 09-08-15 W o = = O i-�,r, is REF. Ln TPP. OF 2 o o _ _ BREAKFAST o o ,� I ( ) - I I SHEET REVISION INFO o - q = m N 1 11 SINK W/ DISP. r, –..... _ - 00 19 -2 31.411 141 611 F-- o - 11 Lu o _ GOURMET KITCHEN I I o DINING ROOM 6 I I W z � q °O 1o'-0" CLG. pgL, I i "' i '-0" CLG. o - I I BOX-OUT BEAM TO m Co � `'�' GAS COOKTOP OVEN 4 J0= I I COLUMN WIDTH (TYP.) oJ " o "' a `�� SET REVISION INFO s 00 W (n "' PANTRY `�' cn _- O �/� J N n n _ V Q ............................................ ................................ ............. .......... .. .................... .......... .................. ................................................. ...... ............. W .. ..... .... .... .... ..................................................... ............................................. ..... .... ... ..... .................................. .............................................. .................. U F- . ................. . .............:::::::. .... ............................................ ....................... ................................................................... .......... ....... ce a � m GAS LINE TO PLANT SHELF LEDGE q N O 8 SQUARE COL., z o > GAS COOKTOP I @ 8 -4 A.F.F. 811 TPP. OF 5 (n O O ui z 3'-7" 4'-311 2" SHEET DESCRIPTION m W (n W o 3'-0" 35'-0" 5'-1" 13'-1111 FIRST FLOOR � o I _ me a- z 57' o" PLAN W Q uj> O (nu.j En � J Q Ln = Z B PROJECT Lu o"' o A7.82 OJ CT NAME 0 z ATLANTIC BEACH OozW HERITAGE IW- V � � o = FIRST FLOOR PLAN DUVAL COUNW � W z o w SCALE: 1 4"= V-0" COASTAL W / LOT/BLOCK 124 ZZZUI I E z o z TBI NUMBER 124 a cn O z b o 0 MODEL aoz W Q �. STONEBROOK Ln W W Z � Lu U- W a I— ELEVATION NAME N zW � O W a o � W to COASTAL a = � U- _ � Z z u� (n m Q SHEET NUMBER � cnLu o0 � � W W W Ca ADDITIONAL NOTES DETAILS AND ■ � z � J LL d o 0 o SCHEDULES CAN BE FOUND ON SHEET A3.N pC ERIAL NUMBER 1010 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM WMING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Lo , z SOF Ft CD rB C.) o° 10/27/10 Qo G. s3o W A7.82 _ I c H a = O AR 399coo GC m o' ED A� OV 0 142 '-111' OVAN G. DRUMMO,AIA i " 1 11 1-011 1 " AR 96399 - 32 -0 3 3 04-11 1 11 i 11 1 It 8 u z 3 -2 24-5 4-3 � o #4 - 0 Z z 1 BATH 2 0 ¢ 1 11 P-4 9'-0"I 9 -0 CLG. I O w W OC € .: W O 00 ............................................................................................................. .... . � acc ................................. 1 3 vi co % ....................................... jj"(T1 11 00 O _ I tl O .. N o W. I� 1 .300 M ................ w o BEDROOM 2 1r `� CL z C 9r_OIr CLG. 0 CLG. 1� 1.611 2.911 _ 1•_ ' _51 :: H mow ¢ - - - I H I 1 H 14 I I I-:�__::-�_:-�_ > m _ O 41-411 31_811 I 4 5'- ' i i ' O A w w o F— "+ I { w z = `�' PROVIDE DRIP 1 14 3 - 1 TECH R. �, o �_ ¢ ,-' PAN UNDER L.T. — N W CAB. I 00 � Z + — I I / I 1 N Cl o R &SH LINEN N I I _ w � � � ..:........ 0 0 141.1to 011 161.211 = o -j Lu Z :.. Iii o JU PER I L..........: _ a 11 11 cn o M TEMPERED GLA..S- TEMPERED GLASS M ,......... ... ........: - p 1i 11 _ 5 , A7.82 _ M ENCL. ON 48 H. ENCL. ON 4 - ROU H, W/ 1X8 CAP HALF WALL RAISED CURB w O Z ... .... .............. �- ---- T E OP A cc W Z M7-10 -4• I '-10" - 1- ----- -- 3,-5 t 1t I I V cn ¢ I I I I AT 8 4 A.F F. I I:: a ,,, O _ _ _ V I I I OI I I '' ,w. A w n I I I I I I '. V ::: S �. u j z oo 1 ® 8 1 I I I I DN - - , f.. _ _...._ CJ a a4 = O - _ oa t 1 t 1_ 11 t 1 M Y M I I I I I I _ I (... Z -52 4 11 ' 2 9'-0� LG. o° AK'STA R ' :. `_� ROOF BELOW W -- -- .A- 4CL � MASTER � �- � IIS 1{ ce Q E I 0A I / I I i I L . .. . ..... a O --- -- i W o J - - - - — BATH 2'-1 -�_, I� -� --- -- 411 HALF WALL @ ....... N = z ¢ 9 -0 CLQ. V T D Y7 E I�' I 1 .H. .� --- -- 1 42" A.F.F., ROUGH o I ACI I c� oc RU ROOF I __ I --- -- W/ 1X6 CAPbo 10 :: : _ J --- - 1 O m o rt CD 44 — — — R &SH SHOWER SEAT ::.... ... . — —— — ------------------------------------ .. ... ........ . ..... c:l .. _ ................................... " c - - - - - - - - - - LOFT 00ib" Arr Lu o Z FLAT SOFFI W.I.C. = �— — — --- -- I 9'-0" CLG.ce ( _4 ¢ o . TYP. BOTT @ '-0" CLG.- d- --- -- PROVIDE GAS 0 0 81.01r A.F.F. I I �, ' i � I LINE FOR DRYER DRAWN BY ac - - - - — U.N.O. 14 — — — — I ce W A CB I_0 41_1011 _411 - ' ; 71.1011 011 "4 I �A S.PROFFTTT op _ _ _ — — Z z`o A7.82 0V. - - - ________ 17 ~'0 z 11 5 D - D ce ¢ 6 O 1 O° COVERED �' S.VANCLEAVE LU 131_611 1_ tl 21_811 11_311 1' Ii 1 A I_611 A7.82 I Z 'LoQ _ 1`F 11 BALCONY sCALE >- ce '% �% O N 6 � MIS 9'-0" CLG. 22 X 34 = SCALE AS NOTED Q J %,* C 22" X 481-1/ u' I o a o PULLDOWN _ U5 co I 11X17 = 1/2 NOTED SCALE % 00 Lu (n M ATTIC ACCESS 1 ao 0 0 (n LADDER!lkA/C , �� 2.411 SLOPES B @ 8' tr N SHEET DATE O CHASE ., r, IN.TO /4" M 8 SQUARE COL., be �, _ c ER F00 TYP. OF 3 09-08-15 0 0 9 o Aq- _ _ C R & SH 1 -- I SHEET REVISION INFO 0. o z MASTER 1 BONUS RM. o K I W o 1 9'-0" CLG. I BOX-OUT BEAM - = m N BEDROOM W.I.C. I = T °° I TO COLUMN o W Z (n 9 -0 CLG. 1 9 0 CLG. I C6 _ I WIDTH (TYP.) Q � n0 mmW � `'�' C I (D= I J , 171_2" 1 41_811 I 121_211 611 Q I W ¢ oo = �; Z Lu d. '�� I SET REVISION INFO S W — — w O J N a _ W z - - V a � tn � _� N n' ce 03 (�)j © © 4211 HIGH RAILING W/ Z o > I 1 PICKETS SPACED TO � W = 11 REJECT A 4" SPHERE o z z 3 -0 121-211 161-311 SHEET DESCRIPTION 0 W 811 SECOND FLOOR W o 31_011 3 '_011 41.311 Z V PLAN ad 0 381.011 1 41.1111 PLAN W a a 42'-11" 0 n � _ja Lu o i z B PROJECT NAME w O A7.82 ce .er`e Z ATLANTIC BEACH Ce zW o HERITAGE H = 0 W cn UJ DUVAL COUNTY o u- (n SECOND FLOOR PLAN Z O W � ce Z = 0 SCALE: 1/4"= V-0" COASTAL LOT/BLOCK 124 E z o z TBI NUMBER 124 0 o o MODEL v Z I" �= � CeWa STONEBROOK � 5- > WW0Z �— ELEVATION NAME W Z a o cn COASTAL N W z = zZ o � u;W ¢ SHEET NUMBER , W � ceoo OZ = c! cn00 � ADDITIONAL NOTES DETAILS AND ■ C a o 0 0 SCHEDULES CAN BE FOUND ON SHEET AIN � PERIAL NUMBER 1010 M THE eEsr OF W KNOWLEDGE,IM o�pN DMCM ON'ME WINDOW TAG TAGWINDOW SCHEDULE CST. =DOORDOOR SCHEDULECM INr��M���, Gn� ,. �c5 WINDOW CALL-OUT DOOR CALL-OUT T-4 OF Fz41� C3p 0010/27/&x. TYPE SIZE REMARKS TYPE SIZE REMARKS co a �. 0� �_ 0001 _ ~o A SINGLE HUNG 26 36"x75" VINYL/ LOW E / EGRESS THERMA-TRU INSULATED 3'-0"x8'-0" W/(2) 12" SIDELITES/TEMP m ,� 1 R 399 w J B SINGLE HUNG H34 25 1/2 x49 5/8 VINYL/ LOW E /TEMP ENTRY DOOR I�``' 0 o C SINGLE HUNG 25 36"x62" VINYL/ LOW E / EGRESS 2 O.H. METAL GARAGE DOOR 16'-0"x8'-0" A U 1— �� OVAN G. DRUMMOND,AIA D SINGLE HUNG 26 2 36 x75„ LOW E EGRESS 3 HOLLOW CORE DOOR 1VINYL - x / / 6 6 - 811 AR 96399 11 ” i " i n E FIXED GLASS 48x64 VINYL LOW E TEMP 4 HOLLOW CORE DOOR 2 -4 x6 - / / 8 "- F SINGLE HUNG 24 36"x49 5 8" VINYL LOW E 5 HOLLOW CORE DOOR 2'- "x '- " O / / 0 8 6 8 Z o G SINGLE HUNG 4064 48"x75" VINYL/ LOW E / EGRESS 6 NOT USED o,(n�., w H FIXED GLASS 24"x24" VINYL/ LOW E/TEMP 7 FRENCH DOOR (2) 2'-6"x8'-0" EXTERIOR/TEMPERED Lu °; o I FIXED GLASS 24"x39° VINYL/ LOW E 8 HOLLOW CORE DOOR 2'-8"x8'-0" o W °�° I SINGLE HUNG 3464 39"x75" VINYL/ LOW E/ EGRESS 9 FRENCH DOOR (2) 2'-6"x8'-0" INTERIOR/ TEMPERED �, 00 N o K SINGLE HUNG 3453 39"x62" VINYL LOW E EGRESS 10 GLASS SHOWER DOOR 2'-0"x6'-4" '`� 1.4 M I / TEMPERED ct0 •• a H 00 �,., ? DOOR 2'-8"x8'-0" SELF - CLOSING, SOLID WOOD NOT LESS THAN W co 0 11 13/811 THICK/OR 20 - MINUTE FIRE - RATED p A � oop ^ U w 0 0 = 12 NOT USED 00 S z = E-- o 0 13 HOLLOW CORE DOOR 2'-4"x8'-0" w h S W 10 o .� °; z 14 HOLLOW CORE DOOR 2'-6"x6'-8" � o 0p 15 NOT USED x u; Q o 16 NOT USED a A O ^ w 0 17 FRENCH DOOR 2'-8"x6'-8" EXTERIOR/ TEMPERED w z A WLuZ A U � aLn INSULATION SCHEDULE ° a Zwx p o � LOCATION TYPE R-VALUE U.N.0 a �- °C o CEILING LIVING AREA FIBERGLASS 38 Oa `p O J @ � N = z a EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA C) FIBERGLASS 11 ccQ u- d o W ov a- m AREA CALCULATIONS: COASTAL � o z IST FLR A/C LIVING AREA: 1,189 SQ. FT. mos� 2ND FLR A/C LIVING AREA: 1,307 SQ. FT. DRAWN BY 2 496 S FT z¢ � � TOTAL A/C LIVING AREA. Q. ce m COVERED ENTRY: z 102 SQ FT S.PROFFITT COVERED LANAI: 151 SQ. FT V o z COVERED BALCONY: 102 SQ. FT. CHECKED BY °; W a GARAGE: S.VANCLEAVE 461 SQ. FT. >- TOTAL: 31312 SQ. FT. SCALE uj m a> 22 X 34 = SCALE AS NOTED 0 a 11X17 = 1/2 NOTED SCALE W � 0 0 SHEET DATE d 0 09-08-15 o SHEET REVISION INFO 0 z W m ~ En uj � (l1OC� Q W (n Z m ca UJ 0 J 8" ROUND DECO, COL. W/ z = o w .SQUARE &CAP BASE (TYP W V) SET REVISION INFO ocn _j = OF 2) Lu z a � (n cc m ................ z >z O o � � EnW = 0 UJ wrn o SHEET DESCRIPTION (n uj WO FLOOR PLANS s z F=-- ZuUj cZ 9 Z NOTES, DETAILS co ceOaW0 AND SCHEDULES Z W (n Q cn o = z _ - PROJECT NAME ce (n ATLANTIC BEACH 0 0 Lu 31: x HERITAGE in a � oW 1 OPENING C& DINING ROOM in � SCALE 1/4"=1'-0° ALL DUVAL COUNTY � o = A3.N LU LOT/BLOCK 124 E g z o z TBI NUMBER 124 im- Ln O Lnz o MODEL � Q e' ~ STONEBROOK O Z � oc Za � L � Woz V--4 „j u- z Q I— ELEVATION NAME � Z `j W O uj ui o to ALL cCLu Lj W_ CtJ Q Z Li cr;Lu Q SHEET NUMBER Lu cc co 0 Z ,'l'� t- _o 3= � cn 17 w a � � oz °J° � A30N U-1 _JZ J W JOOu- Q V H O pC ERIAL NUMBER 1010 TO THE BEST of W KNMEDGE,THE DESIGN oEPtctED ON THIS NOTES: W ff WITOF " BV OF Ft Ln 2 TOP OF ROOF ROOFING PER - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORYQ► N _ CONTRACT TYP. cl`083°i0/27/15'°ol� � LOUVER INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS cl Lu 9 0 I--------- ------------- ----------------^ NOTED OTHERWISE. _ � 5.2.8 � � (7 I I AR 399 �g m ; -:::=::::::r:: ................ ; - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH 0 00 o ci J 2 I _ ::.::..................... _:::: ::. � ..... _ ELEVATION. Fie A� 0 0 ..................._........ ~ 5.2.8 1 ........_.............................. ... .... ....................._............................__..................... CORAL LIGHT OR EQUAL PRE-FINISHED OVAN G. DRUMMOND,AIA y 5.2.8 AR 96399 ------------------------------------------ /Ilk _ HEEL HT,, - _ _ _ _ _ _ _ _ _ _ _ - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. z PLT. HT _ _ _ _ _ U.N.O. H — — — — — — — — — — — — ........ . —....-�.............................—....................._...................,�-�—..._................................................................................._—:...—........ _ � � ................................. PRE-CAST STONE APPLICATIONS, SHALL BE STONE CAST FROM FOAM �E»...................... 4 z I I ........................................................ ......-y:_w:W:....::_- _- ___ __ _..:._........................................................................__.._............................................ -- - ::........... .. FACTORY INC. ORAND INSTALLED AS PER MANUFACTURER SPECS. a , TYP. EQUAL, z cin °C , ...........r..... ........ ..._........................................................... ................................... ....................................................................................................................................... .............................. "*"* .................. o ~ _ � I I ......�...... _.. ___........................ . ... ___. ...... 4 TRIM @ Lu ce ; ...........t..... ....... ......................................................._..... .................................... ................................... 1 ......................................................................................................... EF1 ............... CORNERS TYP. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST (TYP.) U3 2 = 1 ..........a..... _ ..... ................................................_........... ................................... I ...................................................._....................................................................... ........................ INTO THE UNDERSIDE OF THE OPENING. 00 0 z __j �? �5.2.8 1 i o d. ,n. W t............................................................................................................................................................................................................. 'n 00 __ = __________,__ ___u__ ______ ________ ___________ __________.__._ J W - - —� N .................................C .?.................. ............................ ........................................._ ..................................................................................................................................................... - ^.. .......................................................................................� - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO ►-a a ..................................................................................... O �— I ...............................�........... o w aw. o i I ,\................... 1 BE FAUX WROUGHT IRON ALUMINUM E -!� z .......................................................................... w = m M °° ' ............................................... 5'2'8 - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS ANY A H O o ~ o J 2ND FIN. FL_R._ ' ' _ _ MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. W w 0 0 = MIS i ---- - - - -- - - - - -- - HEEL HT. v� 8 0 o PLT. HT. I - - - - �LT:�i - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THEob aRoom o o M,� N _ SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN o S J W z ..... ............_... _ I 3a,b WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND o o 5.2.8 APPROVED PRIOR TO INSTALLATION. x it I I � o I I ..... .............. I a p w a z M ' ; ...... .......................... - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH Q = 0 2X4 i i --- ---' c:1 LIGHTS WITH TOLL BROTHERS P.M. ,-+ - w o BRACE (4 Ce LU C�l ; ; o WO ) _ � Z ADDITIONAL ELEVATION NOTES: a a I .... I ~' , , .- -. a0 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL x 0 . ................................ ................. o '� a 1 1 - .. 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 0 ce 0 0 0'-0" FIN. FLOOR Hl _ _. _. _.` : ..... 0'_0�� FIN. FL00 a N Uj Z a - Ll ' 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN w C> cc ADDITIONAL 1/2" DROP oOnan o a o 5 TRASH BIN V oC 6 5.2.8 ENCLOSURE � � z "2.8 0 o n DRAWN BY z f w TYP. Q cc W S.PROFFITT M m FRONT ELEVATION CHECKED BY � zo ce th a SCALE 1/4"=1'-0" COASTAL UJ S.VANCLEAVE Lu SCALE o >- ma > 22 X 34 = SCALE AS NOTED 0 o Q ROOFING PER 11X17 = 1/2 NOTED SCALE Lu CONTRACT, TYP. 0 0 SHEET DATE -' o 09-08-15 (415 Lu 0 9 SHEET REVISION INFO aoo = m V � 2 Z n o ( I 5.2.8 Q � cnz J m o UJ 0 J CC \HEEL HT. u, aoo HEEL HT. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t- SET REVISION INFO c=n w n PLT. HT. W Z _!._4! am .............................................. Zook ::.:: ::.::::.::::::::::::. 4" TRIM @ cn o CORNERS (TYP.) c� w z c=n ::::::.................................... SHEET DESCRIPTION (DWo _ FRONT & SIDE � zW ELEVATIONS AND o Q > o I J NOTES z z = _ 2ND FIN. FLR.- - - - - - - - - - - - -- - - - - J - - - - - - - - - - - - - - - - - - - - 3a z Lu a a M MIS HEEL HT. - - - - - - - - ---- - - - - - __RT v7 W w T ........... . PROJECT NAME oN i ............�....... CG (n j N ______ ___ _,_____.________ IATLANTIC BEACH W I o I ......................................:. ...........:::::......:::. :::::. . I H E RITAG E ,.. LU (n w `"_; ^ = i`_ _ i ' DUVAL COUNTY o 0 CD 0-+ wH0`j I _ LOT BLOCK 124 � o = i I co J / z o z (wig r3ab ' - TBI NUMBER GO 124 Z Z - - - I I I o z 5.2.8 I MODEL Q O (n � 1 ' z a > 0'-0" FIN. FLOOR _ STONEBROOK u� gwz I � I. Lu a PR I— ELEVATION NAME ��., OVID E RIDGE G NT TOLL LL R 0 BOTHER S � Uww W Z w 0 - - - - - - P.M. TO VERIFY LOCATIONS. t� w = - -- - - - -- -- - COASTAL ` W �' TRASH BIN 11 A/C <u ¢_ • `L 1 ENCLOSURE 5.2.8 ENCLOSURE 5• •8 5 4 7 0 "' ~ zo 5.2.8 5.2.8 5.2.8 5.2.8 z 0 ASPHALT SHINGLE ROOFING Q 0 w � (n m = SHEET NUMBER � o = (n _o E- �--- W � RIGHT ELEVATION _ z co SCALE: 1/4"=1'-0" COASTA ADDITIONAL NOTES AND SCHEDULES LES CAN BE C.7 ■ a o 0 u- FOUND ON SHEET A5.2.82 ce ERIAL NUMBER 1010 TO THE BEST of W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING OOMPUES WTrH THE APPLICABLE W"BOLDING R FIN PER � CODE IN EFFECT AS OF DATE OF aRWICATION BELOW. Ln H 1CONTRACT, TYP. ,� of Ft N0000000� ' 10/27/15Q� W G• Ca O - -------------------------- I R 399 0� ry I I � Gam. J � I i I � � �� O O -00 2 % D A 5.2.8 OVAN G. DRUMMOND,AIA I � i AR 96399 z ,� - HEEL HT. — I I 0 0 - - - - - - - -- - - - - - - - - - - - - - - - - - oz - - - - - - - - - - - - - - - - - - ZZ CA � 1_41 I I OLu w I I = W I I I a m 4" TRIM @ I I � o, „y 00 o W CORNERS TYP. i w � 00 M N U- 0 O0 I p W ce O z I ( I J W Q 1 I I Ij O � o p W 5. .8 I U w $ Qp o = _ _ _ _ _ _ 2ND FIN. _ _ — r� un � ° ~ - _ rnld- , I V 0 p o - - - - - - - - - - HEEL HT_ _ MIS �;' I I q � o Lu - - - - ;--I I '�! c c > ,V) i p N -- Wui oE♦ O a A a m p i I I I 5 4 ci VLu Z I I = 1� � � Qi ►� W o a , _ I 5.2.8 W i z i co I i o r-a x ?' a04 � i I oo �- Z I I I 0 � Zz � x O F=- Q � I I a U 0 0 ................ ..... .,.. .......... I a N wLL J ......... ........................._.a.�...... I - r n �1 i- z -� .... .,_... I I X0_0 FIN. FLOOR a o % ,� :.7:7 2 U . N .O. . . .. .. . ... . . . . . C, . .... . :. . .. . .. �_ SLOPE PLAN o o m SCALE 1/811=1'-011 COASTAL U ce ,.., UJ oU Z 000 (1- 5 8 4 z u � 5.2.8 DRAWN BY � W ROOF VENT CALCULATION: S.PROFFM m Z z p CHECKED BY �„ o Z 1,903 sq. ft. CEILING AREA = 12.68 sq. ft. (REQUIRED) UJ ZA Q = ce 150 S.VANCLEAVE REAR ELEVIQN Z W SCALE 1/4"=1'-0" C ASTAL SCALE m a > 22 X 34 = SCALE AS NOTED J a 11X17 = 1/2 NOTED SCALE o W ROOFING PER O o ce CONTRACT, TYP. o SHEET DATE ine Z4 09-08-15 Lu o � SHEET REVISION INFO � O D � = mU 2 Lu z cn I 5.2.8 Z � cn m ° W ti: HEEL HT. PLT. HT. z = o W - - - - - - - - - - - - - - - SET REVISION INFO S � WW C) _j z = � g aa- cm ,Oz.., o0 � n 4 TRIM _ z u LU CORNE (TYP.) = SHEET DESCRIPTION p '�' Z o0 Lu � w p ^ r = Z L i REAR, SIDE co ce W z ELEVATIONS & Q 2ND FIN. FLR. z Z = p , _ _ _ _ _ _ _ _HEEL HT. M,� C� SLOPE PLAN W C�6­4 z Vii- - W Q Lu cn "' = z .--------- - ...... ----.� PROJECT NAME m p O --- .............. ......................................................................................................................................................................................................................................... .............................................. .....1.......... ........I....................................................................... ...................................................................................................... Z z ___ _______._._ ►_ _I :::: :::: :: ::: : ::::::: :::- ATLANTIC BEACH Lu _. I W I I I ... .... .........1........................................................................ ti:: ...................................................................................................... - HERITAGE KT� ............. .............. W = p I I ... I....................................................................... _ chld- F- W 5. .8 .. ::::: I ..... I , ----- ----------- _+_.__-__----___________ _:^ .............. - -�� = ^ fir' Q - - ,.......... t........................................................................ - p r cn W :::: :. ... :. - o ,-� DUVAL COUNTY �- --- — _ o.............................................. ....... p "- w ............ .............. .............. - - ..... ............. :::: :. _. _._..._._._ _ W ::: _: ::»:_... I ..............................................................I......... .:..:I..................................... ............ ... ;: : ............................................................................................. 3a b LOT/BLOCK 124 _._ _ cn Z w ..... ...... I I I .. ...................................................................................................... ... .. �......... ..........,. ::.. ................ .. .... 5.2.8 TBI NUMBER 124 7 Z Q z ............ .............. I I I : : :.......... _ __-_-__ �10 ................................. ............................................................................... ................................................................................................ ul z , t z w O Q __ ................................................................,......... .........,........................................................................................................._..................................................................................................................................... MODEL -------- �.. .. . ................... . . 0'_0" FIN. FL00 STONEBROOK itH4 W W �6­1 Z V-1 W 1.-, Z a PROVIDE RIDGE VENTS TOLL BROTHERS �"— ELEVATION NAME �., z v w o ("i ' W a p 1P.M. TO VERIFY LOCATIONS. cn COASTAL ce Lu 0 5 4 6 2.8 5.2.8 5.2.8 5.2.8 5.2.8 Z = ~ z TYP. TYP. z � � c;W ASPHALT SHINGLE ROOFING Q SHEET NUMBER W � ceco + 0Zu, � oma = w LEFT ELEVATION _ z °° � SCALE 1/4"=1'-0" c ASTAL ADDITIONAL NOTES AND SCHEDULES CAN BE ■ ■ CD Lu J Z Q o 0 o FOUND ON SHEET A5.2.82 p ERIAL NUMBER 1010 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEMM ON THIS DRAWING OOMPM WITH THE APPLICABLE MINIMUM BODING CODE IN EFFECT AS OF DATE OF CERTIh1CA170N BELOW. LO zSHEATHING OF Ft N IN ULATION AS '<��ffiioiii/i0 � REQUIRED WATER-RESISTIVE �' G. �� o W BARRIER ROOFING PER _ CONTRACT,ON (2) u � _ ~ 7/16"SHEATHING �° g gg � STUD w m 2X6 W/2" ROUND �, �` 0 o JOINT FLASHING VENT @ 24"O.C. F AS REQUIRED i OVAN G. DRUMMOND,AIA 3/8"CEMENTITIOUS / 2_4 AR 96399 NAIL PER SOFFIT MANUFACTURER METAL DRIP 3'-o" _ z U- SPECIFICATIONS 4 „ 2 ' C) g" ZO .'y 1X4 FASCIA < a 1.4 „. LAP SIDING .�, 0 _ r ;,.,,,,y\; WALL PER 1�-4” C CONCRETE 2X6 RAFTER TAIL @ 1'_4" : : PLAN "' „ S tw w 0 ' .,�% '�L = a. oc FOUNDATION 24°O.C. : 22' s� [V O� Z m „ OVERHANG 'j; 2X RAFTER TAILS q FRONT VIEW N w -� t '< @ 24"O.C. O SIDING 2'' 31" W FRONT VIEW SIDE VIEW a. BE , PER ,- 4TRIM @ CORNERSSIDIG = ELEVATION 000, (TYP.) B SIDE VIEWw , mow �" o uj 0 5 w „ STARTERu w S „ 2x MOUNTING o0 Z = STRIP ►--_ / TRIM USED AT00 0 0 ��` i SHAKE&LAP C4 W ,� SIDING o Jw Z \�� -- ., �r Lu oo FLASHING DETAIL x w o a Z Lu 2 3 � Ao 1 LAP IDIN DETAIL SAVE DETAIL TRELLI BRA KET DETAIL w u.j w z ,2, SCALE 1/2"=1'-0" 5,2,8 SCALE 3/4"=1'-0" / ��. 2.8 SCALE 3/4"=1'-0" A Z V Q �C 5 ROOF PER CONTRACT i ~ a TRUSS LAYOUT ce w C- BY ENGINEER a s a W � 0 P CL (jj Z W 1X4 FASCIA x p a ......................._._......................_..._............._.......................................................................................................................... .. ,- a ~ W Q 1X6 Y,,\ SIDING ER ELEVATION 2X6 RAFTER 10 w 0 J HEAD FLASHING 2X6 / ROUND 04 N Z a FLASHING VENT @ 24 O.C. 1X4 2 d FIN.FLR. " _ ................................ w w L7pcC z z II >- � � ............................ CASING 1 x 2 CAP J J a- c� O J F -- FIN-.- FLR.oam cc < 11 . ....................... ................................. a II (I Q Z r FLOOR1 X 2 CAP I Q c, SYSTEM _............................... p p <14 1 X 6 TRIM 1 X 6TRIM DRAWN BY ............_......._....._.. ......._.._.................... _ Q w 1 X BLOCKING 1 X BLOCKING <, ROOF PER CONTRACT � � m ; . � � S.PROFF 11 ITT CAULK AS Z ................................ ................................ t NEEDED 1 -4 ��N CHECKED BY O Z t fj SHAKE c.IDING 2ND FIN.FLR. i c+) cc a _ _-- _--- - - - - - - S.VANCLEAVE = w Ce 2X DECK a. 5/4 SILL ........................... O >- ce- 1x10 TRIM I I /2 30ISTTS� r ALE ac z W J (2)2x8 BEAM 22 X 34 = SCALE AS NOTED cc, pa J ______._._....___._. ----.-.--_-_ ..• 1X TRIM 1X4 FASCIA 0 Q ....................................................................................................................................................................................................... 1X6 BEAM PERMb`s 11.2 11X17 = 1/2 NOTED SCALE �-- = APRON STRUCTURAL 0 0 W Lu ��N 2X6 RAFTER ( `r A5.2.81 SHEET DATE d O I I � '� I I 09-08-15 W in 415 4 WINDOW TRIM DETAIL 5 RANSITION DETAILa 1 1 a o in 9 SCAL 1/2"=1'-0" SCALE 1"=1'-011 I I 2X6 W/3"ROUND VENT I I _ SHEET REVISION INFO ce o Z 5M. .2.8 5.2.8 @ 24 O.C. I I 2x2 p o �1�N W OI I 11/2"COVE ~ W Z (n (n O C7 STRUCTURAL POST >_ m `Z �?� STRUCTURAL POST I 1X6 BASE W/ 1X6 BASE W/QUARTER I I _ Q � g Q I I QUARTER ROUND ROUND EDGE 2p Z = % W I I I SET REVISION INFO W W FIN.FLR. _ I _I _ _ I I O (n - 0'-0"FINISH S B uJZUFZ- 31.611 c cn m00 1= co- ce O O 42" HIGH GUARDRAIL ?.� (n o _� w 4 = M W PICKETS SPACED TO ..... ........ ....... ;_::.::. : . SHEET DESCRIPTION o w z A 4" SPHERE. W cn REJECT A S . ._ ...:.... 1 //l1 0 cnw � z i.. II.... : 2 41_511 2 = t' w o 1x6 TRI @ BRICK PAVERS .. •. EXTERIOR Z WBRICK PAVERS 51-011 HEAD ELEVATION S OD CC Z FOOTING W a 0 1x4 TRI @ (PER STRUCTURAL) (PER STRUCTURAL) TIN Z z = o CASING DETAILS wC7 � Z W W Q can 6 L MN DETAILK7"*N�COLUMN DETAIL PLAN VIEW a o o 8 RAIL DETAIL ............................ ............................ SCALE 1/211=11.011 SCALE 1/211=11.011 PROJECT NAME we (n(n `n SCALE 1/211=11.011 5.2.8 5.2.8 cc W Z W 5.2.8 ............................. ............................. A ATLANTIC BEACH _ H E RITAG E o � � ................... ......................... w o LAP SIDING „ o W - 11.1 LAP SIDING 11.1 D VAL UJ 11 U COUNTY z o w 1X4 TRIM ::: :r:W:::_ ::::_ : M A5.2.81 411 TRIM A5.2.81 11 11 4 TRIM LOT/BLOCK 124 '-' W I=- � _._............._ ........_.......... X _ Ln ZPOST "' E Z o fo z LOUVER 12 : :::::::: :: u :. SHINGLE TBI NUMBER 124 a. _ to p .......... .......... � - SIDING ............................ ............................. , w O Q ....._ 5 N __ - ------_ __ _ __ ___-------- cv 1x4 TRIM 2„x4,. = MODEL a p (n ... ................ = 0 .. Z ................................... ......................................................................................... .. .._........ ........... 0 ... ...... ........ ........... - 12 SHEATHIN .... ................................................................ ..................... ........................... ....................... STONEBROOK ................... ............................................................... .................................................................... ... ......................... ............................. O O o o _ W w - __. ._._._._.__._. ____._._.__._..____.._._.____ _____ ---.._._.__._._._ __._fi_.___._._._.-__...__.._._.__._.____._ ._._._._.-._._._._..__________..._._._ 4"x4"WOOD LnW Z ................................................................... � 0010 ._................................... ............... ... ... ...... ... .. . . .............. .. . .. ...... ......... . b- _� � _� „ „ ELEVATION NA '-f w � Z a ........... ............................. .. c� M 3 POST 4x4 POST ME .................................................................................................................. . ................................................................................. LLJ z w W O CAP ABOVE. ., a. p - - cv w 5 4 X SI L - 4"X4" COASTAL - Q w / o POST _” 4" TRIM INT. EXT. 2"x4" Q ~ z O 31-011 1x6 APRON '� A Z 4-1 o � ~z 4" TRIM Q Cs W ce m = SHEET NUMBER . = 00 � AB 0 � B � W 9 LOUVER DETAIL 10SHUTTERDETAILr'll'N�SERVIQECENTER DETAIL = Z _j SCALE 1/2"=1'-0" 5.2.8 SCALE 1/2"=1-0" 5,2,8 SCALE 1/2 '=1'-0" (� ■ ■ 3 o O u- 5.2.8 Q V i- O F--1 pC ERIAL NUMBER 1010 c� TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WMi THE APPLICABLE MINIMINA BUILDING f CODE IN EFFECT AS OF DATE OF CEIMFICATION BELOW. � 'z .O(("� ���°10/27/15 0 G. LU g tt "V c o +�--� 0 R 399 " 00 ED A� V ~ 1.2 OVAN G. DRUMMOND,AIA AR 96399 A5.3.81 zo � z z `t 14 cn '�cYi O (n W B �c UJ � c 0o 00 000 Lu eq u- O N p F- o %n w = z < E" > F- o O A o F_ W 31-61' w 8 0 0 zzE— '+ pp 0 �1: 0 .--qtVD11 ' C W cQ J W Z O O1 7,2, w0 � 2 41-511 a Z � Lu QZ 5'-0" r'� a � e--% c W Z A Z w � a � A w CC 0- '-'� V W = o PLAN VIEW , BZW 00 � aN W u- ; 1.1 w = Z a ce 1.1 LAP SIDING A5.3.81 LAP SIDING „ o rm a>-- 0 W A5.3.8 4" TRIM 4"x4" 4" TRIM � cem POST c � OV z SHINGLE Q aC O 0 0 SIDING Zz 2"x4" DRAWN BY W _...._...._._._._._._._. __._._._...._._.____._... ....._._..__.._....__._._..._._.._ �'`4 _...__....._....__._..____._.. .._.__..,._.._..__.___._.__....__._____.. __v____. �'`� 1x4 TRIM ice V �i coW .................................... ......................................................... .... _..........................o............................................................................................................ 1/2"SHEATHING .PRO ~_z z o _______. ----____-_-_-..__,...___- _______ 0 0 0 4"x4"WOOD CHECKED BY w Q , �;, POST 4"x4" POST S.VANCLEAVE ............................... ................... WAAA o- CAP ABOVE. SCALE � Zw _ 411x41' - 11 _ 0° ¢ > -CD C)1 POST 4 TRIM INT. EXT. 2if 22 X 34 - SCALE AS NOTED a '� q 11X17 = 1/2 NOTED SCALE oW � 411 TRIM 0 0 ce SHEET DATE " A BO W 09-08-15 0a o 9 SHEET REVISION INFO oz SERVICE CENTER DETAILrl.2 SERVICE ENTO ER DETAIL = 5 3 $ SCALE 1/211=11-011 SCALE 1/211=11-011 SCALE 1/211=11-011 o Z _ . . 5.3.85.3.8 Zui Z mmW � z z LSET REVISION INFO � (nw � O U) J LU W ac � � � aacem C� ccuwz Z 0 >O S W O o W z n SHEET DESCRIPTION W r--1 o EXTERIOR � � . m � aZ ELEVATIONS W ui DETAILS uiz0 (n2JQ Lu ce W = z PROJECT NAME Lu ce Ce ATLANTIC BEACH O o Z W HERITAGE ui H = Q W '4 (n W DUVAL COUNTY z0LLu z F- LOT/BLOCK 124 E -,p o Z TBI NUMBER 124 o o MODEL x Z W Q W Q STONEBROOK W WQ ZLn ,-� W u- z a ELEVATION NAME Z V W LL. Lu O ..� gace cep L COASTAL Q = amu cri z = mz Z 0vi W Q SHEET NUMBER -� W 'SoCm n Z WLU ~ 5 82 �- oZm � ■ ■ UJ Qooo E c� pC RIAL NUMBER 1010 S TO THE BEST OF W MWI.EDGE,THE DESIGN MKIED ON THIS { ORAWIIIG CONKM WIT}I THE APPLICABLE MINIMUM BMING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln V OF Fz(y, Co N co 000 10/27/15 W RADIANTa 6' BARRIER STAIR RAILING AND 0 GUARD RAILING NOTE 9 0 0 PRE-ENGINEERED : STAIR RAILING AND STAIR GUARD RAILING V t- TRUSSES DESIGNED BY SHALL BE CONSTRUCTED TO WITHSTAND A OVAN G. DRUMMOND,AIA TRUSS MANUFACTURER f CONCENTRATED LOAD OF 200 POUNDS APPLIED AR 96399 t REFER TO SHEET A3.N FOR 3 AT ANY POINT ALONG THE RAIL IN ANY U- C) INSULATION SCHEDULE DIRECTION. IT MUST ALSO WITHSTAND A Z o UNIFORM LOAD, NOT CONCURRENTLY WITH THE Z CONCENTRATED LOAD, OF 50 POUNDS PER o = LINEAR FOOT APPLIED ALONG THE RAIL IN ANY STAIRS NOTE: W cc � DIRECTION. INTERMEDIATE RAILS AND POSTS 18 RISERS @ 7 5/8 IN-FILL SHALL WITHSTAND A HORIZONTAL 16 TREADS @ 10" Mu cc z coJ ( 1 LANDING �, o N o W J ® ® TECH LOAD OF 200 POUNDS APPLIED AGAINST ANY a a M 0 op ® ® COVERED ONE SQUARE FOOT AREA, NOT CONCURRENTLY * C� o W cc o MASTER CENTER Q ACTUAL STAIR RISER ,,, ,,•a H v o W a BATH W.I.C. BALCONY WITH OTHER LOADS. TO BE VERIFIED CONTRACTOR NFIELD � U, = Co LO PRE-ENGINEERED FLOOR W �- O � 1 f.::n:::::_: ; .:.::: TRUSSES DESIGNED BY � A ..................... ................................ :.....:::..:.:.::: TRUSS MANUFACTURER . a: g rrs �°, o I IF ' tS 0 I 11111114-11 La ll. °; z PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER -J ►-� O > o - W � o -� ________-_.____________________________.____ __..__ _ ___.---_____ TOP OF 2ND FLR. a Z �_� ........................................................................... ............................................................................................................................................................................................................................................................ O - w Q z II ..................................._......................................... ..................................................................-................ ......................................................................................_.... ,,� A 0 o 8 FRAME W DOWN COFFER _______.___ ___.__.__....__.__..._.___.___..___. _ ____.___--__-_.___._._._ _.._..__.._._____._._._____._.__.______._ w z � a .. ..... : ..... o ........................... ................................................................................................. A GC W Z ........................................................................................ w Lu n0_ cn -----------_ - __ TOP OF LANDING W OC Z �S G. ....................................................................... ........................................................................I.... .................................................................................................. }. O LLQ Z x � o = z¢ ,j, ____..__._.__..-.__ _._._.__._ _.._.._ -._.-_-..-_._.__.____._..._.___ _____._.____..._..__ _..-._______ 2x WD. TREADS a T. �.., 0 �- o o O O .................................................................................. ............................................................................................. '-+ 1/2" PLYWD. (NOMINAL) TYPICAL a N W u- J GREAT ROOM FOYER _..COV.ERED...... ............................._ w z a ... ............... __-- __________.._____---_ _ ____________---_ _.______ I 00 2x12 WD. ENTFT............:::::i}v....... ' _ C7 cc ..................................... .. .. r` CARRIAGE �.-_T_ - 3 RE >- ...... ..... ..... ...... ...... ..... ...... ...... ..... y . ....: : :... :......... ......... . .............: . :............ : ............: . ............. : .......... : .......... . ... .... O #.:..........i #............i i............. :.. # # II J i. i . : : :...........: . :............: I ..... ............. :....... °' : ...........; i ,.......... : : : . # # i... O i I V a. =­ : :I _.., OS i............i € i...._......: i �............? # :............: I ..... li...........; i ......_ i #..........i i._.......; ;..........., ............: 77 i W cn ....__.... :.....:..... .:........... ::........ :._. .r.,...:....., ..... WD. NAILER i. : :......:;: :..........: FINISH FL00 I r - i 1 : IRV Z o W ._ �_i .''._. ' . ' ......__ P ERS THRUST AV BLOCK DRAWN BY ¢ cc .......... ii......... :::::::::: ;.. i :.:::::.: . � � � S.PROFFITT 6-1 z o c STAIR SECTION CHECKED BY � (A a SCALE 1/4 "=1'-0" ALL S.VANCLEAVE _ � rA B ILDING SET N A7.82 o >- SCALE 1/4"=1'-0" COASTAL -SCALE m a > A7J.82 22 X 34 - SCALE AS NOTED o a ROOF PER 11X17 = 1/2 NOTED SCALE w CONTRACT CEILING FINISH 0 0 ° RADIANT i PER SPECS SHEET DATE V O BEAM PER TRUSS LAYOUT 09-08-15 ( BARRIER STRUCTURAL BY ENGINEER LU L____ SHEET REVISION INFO C) z PRE-ENGINEERED FLASHING o ER suBSRATE LU m TRUSSES DESIGNED BY 1X4 FASCIA \;>< AT THRESHOLD. APPLY o TRUSS MANUFACTURER 12" FURR-OUT FOR ING 2X6 RAFTER ::'�; Du MEMBRANE SYSTEMECK PERo W z SEE SHEET A3.N FOR o 0 MANUF. SPECIFICATIONS ¢ c0 ,�z_, INSULATION SCHEDULE AHU DECK TO ALLOW 2X6 W/3" ROUND Z I �I z :`.r EXTERIOR WALL m m w FOR R-38 INSULATION VENT @ 24 O.C. I8 '` :.< PER PLAN p _j � ¢ ¢ `>< DOOR PER PLAN W a 0 0 I I `..,C SET REVISION INFO � w LU 8d8d NAILS AT 6" O.C. I I METAL THRESHOLD w z V FLASH UP WALL, 12" '' FULLY SEALED TO Q cn m MIN., CONTINUOUS I ; MANUF. I ;,. , FLASHING PAN PER C� ce W z 3/4" EXT. GRADE i RECOMMENDATIONS z > E313 O STRUCTURAL DECK ( i z V = SHEATHING I 4 MIN SHEET DESCRIPTION w cn O DURADECK WATERPROOF ; W o z :>' �� FLASH NIG ALONG OPEN NG Lu O DECK MEMBRANE- BUILDING z W W.I.C. HALL LAUNDRY W.I.C. MASTE FL#12407.1 I I i W/ NO SEAMS OR SPLICES- m z BEDROOM ,� I I DOOR FLASHING DETAIL 3" LAP MIN. & STAIR Q j 011111 36 HIGH RAILING I ?� % o PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTUR R COLLOR FLASHING I SECTIONS z z = ------- I I W V J z ___ _ ym AT POST, SEAL AT V) J ¢ yC Lu TOP OF FLASHING W = ``.,� II I I S P 1 r : PROJECT NAME Lu o u' o � - - -- _ 8 FRAME I 48TIN�cn _ 4: DOWN COFFER 2ND FIN. FLR.= _ _ ; ATLANTIC BEACH W Z I I=k --- ! ! COLD FRAMED . . i O ®® PLANT SHELF LEDGE METAL DRIP EDGE ;, FLOOR TRUSSES- o � ....... ___ r HERITAGE 0 ...... ai lxlO TRIM 2X8 FLOOR > ` SEE FRAMING PLAN H V # � i .. f : W # �_ „ OISTS - - cn - DUVAL COUNTY w i'' 2) 2x8.BEAM p u.. to ~ �-L 1X TRIM z O W ' BEAM PER ...........: ...........: = O : w : `' ce STUDY/ GREAT ROOM SER,� KI CH N P L2X CONT. WOOD LEDGER AT LOT/BLOCK 124 STRUCTURAL z O z " GUEST ROOM F= BALCONY,ATTACH PER STRUCTURAL TBI NUMBER 124 a z O W Z PLAN z C) ..::.-: P P N MODEL ......... { 0 ua a CEILING FINISH ALL FASTENER ¢ r' � ¢ -- - I — - - -- PER PEC. U.N.O. SEN T ... ... ... ... ... ... ... ... ... ...: : ... ...: : ......... . .... ... PENETRATIONS IONS TO BE ce Lu ¢ : : : : :... STONEBROOK # __. :_...:....:.: : ........... ...... ...... .........: :......: SEALED AND CAPPED ... ... ; ;....... ............ - i .. _ : #2 SYP. 2X JOISTS- EE W Q - _ Ln W Z --: , ........... # ........., {i............ : _....... Y•- ..-.. ..... # .. PED STRUCTURAL PLAN RIP ¢ ::::; :::::: I— ELEVATION NAME __ -== . :_ w CABINETS AND APPLIANCES -- TO ALLOW FOR SLOPE z o WLLJ ARE FOR REFERENCE ONLY . • HANGER AT EACH RAFTER (n COASTAL Q = � ..........:::::::: j..........: : PER TRU z= zo Z � z 0 � � �m rD SHEET NUMBER WBALCONY SECTION 0 Z = B BUILDING SECTION SCALE 1/4"=1'-0" COASTAL I— oo � A7.82 LU oc W SCALE 1/4 -1 -0 COASTAL _ - oWm A7J.82 ■ u.i J Z J �--�-1 JOOLL- ¢ UF-- O ERIAL NUMBER 1010 ca M THE BEST OF W KNOMREDGE,THE DESIGN DEPICTED ON THIS DIFFUSER LEGEND °R"'nWWMTW"WCAWMft"&=W CODE 1H EFFECf AS OF DAIS OF CERTIFIGIION BELOW. Ln-4Z ,[� OF FC N cnoc ® SUPPLY �'<���1o�2��is°��,� w � RETURN ® EXHAUST FAN 0 = O AR 399 oC0 d J REFERENCE 0NLY OVAN G. D -MMOND,AIA � FOR AR 96399 A/CCO.MP....... ............................................................................................................................................. Z U- � Z Lu O ch °C -_-__ _-_----_�________--__------ _____ .......................................................... ........_................. __________________..___._____ _ _._______-----__----_-_ _ UJ ......._ ......... .......... ..... ........ ......... ........:--- .... ...... ......... ......... ......... ......... ....... ......... ....... __ ____ __ :...................................._...::: - _ o, G. ..... ........ .............................................................................................................................................................................................................................................................................................................................. ::. ............................... 00 00 J ;...................... ......... ......... ......... ......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... 00 C4 J i i � ...! -_i � J 0Q I _............... .. __.._.. �__.w.w_..w .. ... ��_ ii l ! .........< .... i ! J WQ L__ _. € t : € t w = m ` A aDj �-- O Z O= = € STUDY ..!5 W COVERED .................................................................. � W v .........GUEST ROOMLANAI o, c300_ TWO CAR GARAGE ce Q � who € .._...... o S Z € w ........ ... i .1 .'' ..... x ' .............._..... F ® i a O wQz i ' a A 0 O i i 1- A ; € _------------------ __._.__.._._._.._ i 1 V t { t' ' W Q .............1............. .................................................................................................................. .. �........................f ............................ ......................................... € ............ LLJi i i 4 t 1 ice ui z I.. w o a ............................................ -: --::::_..! A w € : Lu ac cc z ,........ ....... Q a to :: Z W P-4 E0 1 r L_.__. .. �.:. i i i 1 i I HQ ! -..-..-..-..--... .......... a �a oC ERS PO NDED ! W -� (> -..-....-...-..-.... 1 N .. I i O € � i ce 0 - - ind I ----- f Lu , E I :; O a GREAT ROOM G 0 --------=� : : ......................... ... U {.<....................................................... ......... ............_.._...._.....................................................................:............................................................ ............. i UJ C) Z ...-...-..-....-...-.. � tr DRAWN BY Q ---- \\ ..._.:.. COVERED oC w - V 3 ENTRY ROFFrr-r : ...-.-..-..--.-..-..--....--�� `��.\ CHECKED BY FOYER i �/� !i= N oc Q � '; S.VANCLEAVE w w I !i , _ S E .€ �- ,-� ......... SCALE m a > f 22 X 34 = SCALE AS NOTED JO ...... .......... .......... .......... .......... ......... ......... .......... .......... .......... -....... .......... .......... .......... .......... .......... .......... ......... J Q ........... ...}...................................................... _- - 11X17 = 1/2 NOTED SCALE W V) U- 00 O ........................... ............................ ........... }}.. .... Pi 09-08-15 UJ o o KITCHENDINING ' SHEET REVISION INFO 0 _ BREAKFAST , �- o AREA " ROOM ..s oWZ � cn O {( W Z ~ m m W . J : ......:..... ......... ......... ..... -3 ►--� -. "' 'a SET REVISION INFO z = o w � I Oui J Z ..... .......... .......... .......... .......... .................... W :.:._ ._._._.__._._...._. ': ................................................................................................................................ m z p > z Wo o w Z cn SHEET DESCRIPTION UUJ FIRST FLOOR z W DIFFUSER co ce U 0 Q W O Iw- tnQV LAYOUT 0 Z UJ a o -r z PROJECT NAME Lu 0 ce v'. � ATLANTIC BEACH oo � W HERITAGE W = v _ DUVAL COUNTY uJ W FIRST FLOOR DIFFUSER LAYOUT tn W F- ce SCALE: 1/4"= V-0" COASTAL LOT/BLOCK 124 E Z Z o n TBI NUMBER 124 � - cno Nt 0 z MODEL < n En ce W a STONEBROOK ui Ln� w � zQ I— ELEVATION NAME � z V w w0 Lu o cn COASTAL ry ce w Q = � � � F- V �Z (Zig = P..4 O � u;w Q SHEET NUMBER .� W � cem Oz = � w 0 0 w ce w W V ui � ZJ i mi 82 JOOUL ti Q V H O CY. ERIAL NUMBER 1010 M THE BEsr OF W MWS,M DESIGN DMCM oN nus DIFFUSER LEGEND °R"' `°"KCASOF Em ' CAMM OW CODE IN EFFECT 0.S OF D11n:OF CERTfftGTION BROW. .�-+ Z <, OF F( C (n �'��o' 10/27/15°o � god ® SUPPLY RETURN EXHAUST FANS a M R 6399 GC m 00 FOR REFERENCE ONLY OVAN G. DRUMMOND,AIA AR 96399 Z WO 0 Z Z Q0 � Lu °; o a _----- .:: _. O w 1-- ® ,LL- Cis O1-4 ' o w W.I.C. BATH 2 .. .._._..__.... a w = , � � O p A 0 ...._.......... rn : : uj z = BEDROOM 2 ._____.______._.____.___ _ . o 1 _ r� 00 I ... > CC to €ui .................................................._............................ ...._.......................... ..................... O api w O `-, _....._. 10 x "X 0" AIR � ~' '� JUMPER O i # 3 0 i , { GZ ED Q .- i a i i I # i V ...................................................................................................................................... .................... . ------------------- -------------- . ......... .......... .......... ..... - A w .................................................................................................................................................................................................................................................... ................................................... oc w z 1 :: --------------------- ----------------? -- _ i A u cn .. i a Lu AW Cie Cie m Lu a x .......... r ROOF BELOW� >- MASTER --------- w =_ -------- ----------- LAUNDRYBATH I ...-.. cl O W O oU 1.. .... = z Q ,; miA.H.U. -.-..-..-..-..-.. -- ., ; {.. O # ... f_. t� oc IAV ATTIC O � :::._.; w ,....................... ® .j..._.................................................................................... ................................................_..................................................i .................... ............... -.- -..-..-. ................. . .............. ................................................................. ........................................a W : :: :::: ::: . O o ............................ : . . ..... ......_. ........ ................ .. . .... e i � ui O z 1 ce ._ ..—.._—._—— 0 0 ;..,14.. LOFT z W.I.C. ----- W -- , Q oc ce 1 ui m S.PROFFIIT ---- CHECKED BY ch ce. /cn VAN LE W S. C AVE ui COVERED : ' SCALE cOc Z m Q > BALCONY 22 X 34 = SCALE AS NOTED . ...................................._................................................................................................................................................._......... � o a 11X17 = 1/2 NOTED SCALE LL. cn , O O J SHEET DATE -08-15 V O -�:::�:: cC cn �j :: .................: ..................................... 09 W '"'' o MASTERce SHEET REVISION INFO aOZ !! O BEDROOM = ocn W.I.C. BONUS RM. W Z cn ,,, 1! , Z = O Z En w W "' Q ® , SET REVISION INFO uj w _._ .__ ...... .._.... _ J LU cn .................................................................................._................................... O ........................................................................_.............................................._..................._...._....__........................................... ........ Z :.........._............................._... _ _ ._ -- _- —_: .................................................................................: Q Ln >- zoC w Z � o > � O ZV o Lu W SHEET DESCRIPTION Lu UJ o SECOND FLOOR 9 � o DIFFUSER mwa. Z cn 0 LAYOUT n � � a W o = z PROJECT NAME Lu O z ATLANTIC BEACH oo � W W = moo HERITAGE Q = w o u- (nSECOND FLOOR DIFFUSER LAYOUT DUVAL COUNW z O W LOT/BLOCK 124 cn Z F- ce SCALE: "= 1'-0" COASTAL E g z o cn TBI NUMBER 124 a • cn o zo MODEL Q QOz f STONEBROOK uj � u- o ¢ I— ELEVATION NAME zUWwO �W ui o cn COASTAL o � ZZ o iQ SHEET NUMBER W � � ° oo = (n th (n �-- g6co oW oZ _j ■ 82 Luu- ; OOu- M2 Q V t- O pC PERIAL NUMBER 1010 M THE BEST OF W MOWUMM,'ME DERO DMCM ON'ME ELECTRICAL SYMBOLS LEGEND mwmmmm uwm m commm wm NE mmcom WDE M EFFECT M OF MTE OF CERMMON BELOW. OF Ft Ln d) SINGLE RECEPTACLE --'iO/27/1�'o. co 0 0 C> 1­4 6 DUPLEX RECEPTACLE 240V RECEPTACLE AR 399 SWITCHED RECEPTACLE 0 0 0 0 4 QUADRAPLEX RECEPTACLE ;2 ED >0-- 0 SINGLE FLOOR RECEPTACLE OVAN G. DRUMMOND,AIA 0 AR 96399 u 0 DUPLEX FLOOR RECEPTACLE ..................................................................................................................................................... SWITCHED FLOOR RECEPTACLE AJC..C�.H�_ '. gg QUADRAPLEX FLOOR RECEPTACLE 2-P U- GFI C) GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND Z o b-.4 (n .......... WP ........... HB EP ELECTRIC PANEL .................................... .............. E M.................. ..................................... ......................... GFI p VAPOR PROOF VP 0 ......................................................... .................................................... 00 ................... uj F —----------- 00 .......................=� UJ E,............... ............................. ............ ................. .................................... ............................................................ ...................... ................ ......................................................................................................... ..... ........ ........ I............ .............. ........................................................................................ 00 C4 ........................................................ ............. .......................... RECESS INCAND. (EYEBALL) FIXTURE ................................ ..................................................... cl. ce ............... FOR WP SINGLE FLOOD - WALL MOUNTED .. ......... ...... SURFACE MOUNTED .... ...... ......... .. ....... ....... IRRIGATION GFI 3/" EMPTY CONDUIT TO 2 Cd 74 ELECTRICAL PANEL- NG "Y' BOX W/ BLANK P\ GA .......... Lu PLATE IN GARAGE WALL MOUNTED ;WP WATER DOUBLE FLOOD STUDY .......... ERED Cov 0�1 GFI 0 TUDY ........... SOFTENER u Lu < SINGLE FLOOD - SOFFIT MOUNTED LANAI LU Co LOOP DOUBLE FLOOD - SOFFIT MOUNTED 00 0 ........................................ ................................. 0� Lu .... ............ .............. HANGING PENDANT - CEILING HUNG to 00 = TWO-CAR GARAGE INCANDESCENT FIXTURE - CEILING MOUNTED ATTIC ACCESS 3: 0 .............. W ............ INCANDESCENT FIXTURE - WALL MOUNTED W/ LIGHT & W:::i Lu Z ............. WP . ........ C) 0 > SWITCH 1 GFI RECESSED HIGH HAT WP m \ , 242 FT UNDER CABINET FLUOR. FIXTURE z 3 FT UNDER CABINET FLUOR. FIXTURE Lu .. ........ o GFI SD/COt.: ............................................... .............................. ............ ................. 8 14 FT UNDER CABINET FLUOR. FIXTURE .... ........... W Lu Z F....................... U En < ......................................... TV Lu HB_ , ........... STRIP LIGHT .............. L.0 Z ON 12x24 FLUOR. FIXTURE ui SWITC 0 Hl i ...................... o !-.SECOP[Df )OR 1206 FLUOR. FIXTURE .......... 04 Z LZLJ ........ 12x48 FLUOR. FIXTURE cq F_ ce ii POW 2448 FLUOR. FIXTURE Lu R 3= 0 SS EXHAUST FAN 0 i ul =Am GREAT ROOM ......... ......... .... .......... a j =..A H I ............................. ............................................................................................................... .......................................... ! :1. j ; .................................. ......... ...................................... ............. .........................................­­............. U- ® EXHAUST FAN LIGHT > ............................. . ............................ .................. ...................... ........................................ ................................. ......................................... .......................... ........................- ......... ... uj O ,J .......... .......................................................... ................................... ........................... p M. METER ce ELECTRIC CO. 0 En -::DOOR GFI C'e DRAWN BY BELL + GAS CO. METER N11 ................ ........... 0 0 U) S.PROFFITT Lu ["ac N, SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CHECKED ce P-4 LU so u- co SMOKE DETECTOR SINGLE POLE SWITCH FOYER S.VANCLEAVE (J�C) SCALE ce U) Lu ....... ......... .......... .......... .......... .......... .......... ......... ......... ...... ........ ....... ...... ........ ........ ......... ........ ......... .......... ........ $ 3 WAY SWITCH ij� : 3 ............... LLi UNDER COUNTER FOR DW. So \ 22 X 34 SCALE AS NOTED $ 4 WAY SWITCH UNDER COUNTER FOR DISP. 4 ce Z>- w ............... 11X17 1/2 NOTED SCALE ............ ...... ......... .......... .......... ......... ....... ........ ........ ......... ...... $ DIMMER SWITCH .1 : : ;COVERED,� ......... .......... ...... .................... .... ......... .......... .......... .......... .......... ... .......... .... co < > -FOR'DISP. ..... ...... SWITC-li .......... D ....................................... .... .......... nz . .... .......... .......... .......... .. ........ 9.............................. ENTRY -1 0 :j ......... ......... .... PUSHBUTTON 0 UNDER COUNTER FOR LIGHT SHEET DATE Lu U) FIl I U- 4= DISCONNECT SWITCH 00 . ...... -08-15 09 ............ GF11; .::GFI JUNCTION BOX cc cnd SHEET REVISION INFO PRE-WIRE FOR b TV JACK CL PENDANT LT. GF a 0 ce ........... ... .. PHONE JACK - PREWIRE ONLY ..... ...... ............... THERMOSTAT DBL. NK ce o ITY"P. 0 F 3) ........................... 0 DW. H S*T—\ LU Co /'GOO RM ET­ BREAKFM�L W/DISP SOFFIT MOUNT PHOTOCELL KITCHEN Lu Z coi DINING AREA (f) PHOTOCELL - WALL MOUNT (n 0 0 Z ROOM .................................................. .................................. U.i Z ELECTRICAL PANEL . ......... ......... .... co Lu . ........ SET REVISION IN SPEAKER WIRE FRO M TOP OF WALL Lu .......... ..... ...................................................... z uj . ...... .. ...... .......... .......... cn KEYPAD Ilk 05 %NJ Lu ............................... ......................... .................................................... ;_v ............ ........................................ ...................... .... Lu ......................................... ............ .................. . .. ....... ........... ................................... ........................... . .................................... ........................................................- ---------- Z ........................................­............................. ...................................................................................................................................................................................................................................................................................................................................... Lu ............................................................................................ ® CHIMES L 15 UNDER CABINET STRUCTURED PANEL (a.k.a. SMART BOX, < M & co FOR HOOD LIGHTING HOME DIRECTORY) 0 w- L u z COMMUNICATIONS BOX MEDIA BOX, 0 > VENT 0 INTERCOM SHEET DESCRIPTION ZZ uj FIRST FLOOR 0 Z P-4 0 UJ 0 ELECTRICAL � z � � b-.4 FOR REFERENCE ONLY w a- ;_;p LAYOUT LLJ 0 1 1 ..> U F- z ui PROJECT NAME (n b-4 _j Lu < ce -r- a- ui ATLANTIC BEA CH Lu 0 ce HERITAGE ui 0 0 a U.i DUVAL COUNTY Lu U UJ = E u- (n t.- FIRST FLOOR ELECTRICAL LAYOUT LOT/BLOCK 124 Z 0 Lu 2: 1 COASTAL X: 0 SCALE: 1/4 V-011 Lu F- w TBI NUMBER 124 2-P U- z 0 = (n E :5 Z 0 MODEL z 0 b oQ STON EBROOK 14- 0 W Lu __�_ W ELEVATION NAME 1.0 uj in z Lu 2: ..1 Z ­4 uj u- COASTAL CD rq Lou o ce ui ir. U- < 0 0 SHEET NUMBER z z � � v;m 0 :"o ce ui ­0 F- (n ui 0 ■ce ui co uj ♦ z _j ERIAL NUMBER 1010 Fui L I F2� Ila U-In I Q_ F z _1 0 p u- u 0 TO THE BEST of Nr arow�,nE DESIGN oertclED ON THIS ELECTRICAL SYMBOLS LEGEND °R"' `°"��"�'M"�-ATIDN OWING HM. Ln V-4 Flt m � SINGLE RECEPTACLE �� of 00 oc DUPLEX RECEPTACLE W00 ® 240V RECEPTACLE �M SWITCHED RECEPTACLE 9 co 0 J 0 0 QUADRAPLEX RECEPTACLE FRED ASG V 1— SINGLE FLOOR RECEPTACLE OVAN G. DRUMMOND,AIA DUPLEX FLOOR RECEPTACLE AR 96399 SWITCHED FLOOR RECEPTACLE ~ QUADRAPLEX FLOOR RECEPTACLE a Z o GFI GROUND FAULT INTERRUPTER Z WP WEATHERPROOF GROUND o _ EP ELECTRIC PANEL n °C o VP VAPOR PROOF LLI __..__._..---____.____...__.____._____._______._._----____----_---..____ r__.._____ ___.__.____________._______ .........., . _ ._..._ :::.....::::::.................................:.:........ ............................ ..............:....................................................................................................................... ............................................................................................................................................................. ....... :.:::.............................;.:..... F oc z co jt� (� :_ :: I ^______ F :_....... ® RECESS INCAND. (EYEBALL) FIXTURE00 00 O w OPT. -- .-� 00 W.I.C. SINGLE FLOOD WALL MOUNTED A ,� ^ oF- �. ..................................... .. ; o w/� oC \, -- .. hL i E i..... o LL, ¢ �� �BATH i DOUBLE FLOOD WALL MOUNTEDw � 2 : -- ......, co , O BEDR00�_�-- SINGLE FLOOD SOFFIT MOUNTED ' f'\ w -�- ..._......................... _. ; , ;::: ..... ::.:::..::.t DOUBLE FLOOD - SOFFIT MOUNTED w u ._ ....... P ' P - _ c3 00 ; HANGING / PENDANT CEILING HUNG ....... ........... .. : Lu _ $ —_ ---_ ___. _ I i __ �� INCANDESCENT FIXTURE CEILING MOUNTED J W Z -__—_---Efl :................................._... ........_.............................. n n}............................... ................. I �► �.. O o SD/CO 10 X10 AIR Q� ' INCANDESCENT FIXTURE - WALL MOUNTED w o E~ JUMPER --- _ {..:_....,_ __ 3 SECURITY, MIN. O x o S„ RECESSED HIGH HAT W a o OPT. 6 ABV. DOOR 2 DER ,..... FT UN CABINET FLUOR. FIXTURE a ---------------------- -------------- ....._ ,................. ...,.............................................,............................................, .....; _ I o :, , ----------------- - -____ I F--� 3 FT UNDER CABINET FLUOR. FIXTURE W w Z _ ------ =-- A cn V Q � • .. . ;' � it :.:?� .::� 48 ,,, o F UDRY -'i GI I ?I I it I f--.�4 FT UNDER CABINET FLUOR. FIXTURE A w a _ _ I EI I I I I I �-'� U —_ ce Lu cc z ��...::......�_ Q a x I STRIP LIGHT <C :..................................................._..................................., @SD ii g..............................T....._ E t [I !I it �—+ I I I �I i ,i I _ I E1 12x24 FLUOR. FIXTURE Z Z MASTER ,vP; --_- -.--_-- ==`==='== , _� ROOF BELOW I :: x O ii W � �i( / � GFI �— r � v.-Y-::i a BATH --------------------- 3= I D 12x36 FLUOR. FIXTURE C I A" 140 i) r140 __.i�. =--...... --�___- ' ; i D 12x48 FLUOR. FIXTURE ►••) � � w FI :. 24x48 FLUOR. FIXTURE O � t� ' i li E L. w �.:: ; ::::.._::::.::::::................................... ... EXHAUST FAN ;..a............::..........................................................................: .................: >- -- ---- ....... a- w ... O :::::::::::::::::::::::.......................................... - --= �o EXHAUST FAN w LIGHT a m ......... ......... ......... ......... ......... ......... .......... .......... .......... .......... .......... .... -. -. - - - .... .......... ......._. .......... .......... .... / V ._... ............................................................................................................................................................... oc �' OPT '` Lu O _._._ __. ___._ ocVz - W.I.C. ..,,--- .. , ; � � M ELECTRIC CO. METER Z o W i I - -. - ' ' LOFT a 0 GAS CO METER �i M DRAWN BY cc - �, „-� a ...-.:-...-..-..-........-.. S.PROFFITT Z m - - j- \ COVERED //�w, .'s.:� ' a.`'`•• �/, ......................................................................._.................—i .......................................................................:._...._........................t ----------f----""J , , BALCONY ;.., 0 CARBON MONOXIDE DETECTOR Q SD/CO SMOKE DETECTOR z _ ; — _ - --- ..........................................._.._ ---------- ------ _ sD SMOKE DETECTOR CHECKED BY � � a o ` ...............:- ::.-......E .... `.....i S.VANCLEAVE _ [� ATTIC ACCESSCL W/ ITCH ce SINGLE POLE SW o >- LIGHT & SWITF:- -_;_ _ ®SD/CO - - OPT. 1 �3 3 WAY SWITCH SCALE m ¢ _---_---------_ - _ -'Lu - N 4 WAY SWITCH = ` ........................ ......�......._.........................................................._.................................................... X 34 SCALE AS NOTED J ^ J o Q SD / ;---, +..._. _. _ ._ __.___. . ___..._._._ .__. GFI DIMMER SWITCH = 1/2 NOTED SCALE O = / SD N , 11X17 �- o o AWP W LA 0O � LA- � � OPT. PUSHBUTTON o � DISCONNECT SWITCH SHEET DATE ___ 09-08-15 L.i. V/ I // x�./.._.........................� ......................._............... Lu �� ..._.................._.... ......... Q JUNCTION BOX MASTER ' �' \, '� ' I �. O TV JACK SHEET REVISION INFO o z BEDROOM _.... W,I,C, PHONE JACK - PREWIRE ONLY THERMOSTAT o o ; B NUS RM. d Z O PHOTOCELL - SOFFIT MOUNT w � ~ \ - m m w PHOTOCELL WALL MOUNT W ELECTRICAL PANEL Lu v ?PTT-di,�.� SPEAKER WIRE FROM TOP OF WALLSET REVISION INFO JWz _ ____ _ ____ __. _.__. __ _ m:..V... mm �. _,_._. KEYPAD a _ ® CHIMES z oc > Z ____ STRUCTURED PANEL (a.k.a. SMART BOX, � 0 0 COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) °� w z cn INT. INTERCOM SHEET DESCRIPTION W o 0 SECOND FLOOR � ZW � ce Z ELECTRICAL oQwo FOR REFERENCE ONLY � cn LAYOUT z W � Q Uj PROJECT NAME Lu a o � zo � a� Z ATLANTIC BEACH � � Zw HERITAGE o Q o w u- SECOND FLOOR ELECTRICAL LDUVAL COUNTY Z o w LOT/BLOCK 124 Ln Z F- ce SCALE: 1/4"= V-0" COASTAL g z o z TBI NUMBER 124 � CA- o MODEL ¢ 0 ce uj STONEBROOK UJ 0 Ln w � o ¢ I— ELEVATION NAME � Z V w O w W o cn COASTAL Z~ z0 z � vi W Q SHEET NUMBER W � ocao � oz = LoF �-- OZmV a o 0 p-MMI 0ERIAL NUMBER 1 1 0 pC 0 0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THUS DRAWING COMPLIES WITH THE APPLICABLE MMM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. o m OCT w7015 � OF F4 N TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING Q'� 0000000 1. w 0003 _ 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE o �� cOc BARRIER WITF FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER — FOLD UP WEATHER g RESISTIVE BARRIER & 0INST UCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 9 0 0 0 2. SCORE & FC LD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE 00000t>fFK 0000 V F- HEADER TO A OW FOR FLASHING INSTALLATION1. CU , FOLD UP &TEMPORARILYF - SECURE WEATHER RESISTIVE ova ,ata B 4. INSTALL HE D FLASHING UNDER WEATHER RESISTIVE A RIER ABOVE HEADER TO WEATHER BARRIER RESISTIVE EXTERIOR 1. PROVID ONTINUOUS AL W FOR FLASHING BARRIER 11 SHEATHING LIQUID A FLASHING z 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION zFLASHING AN THE MA OPENING SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN Y a o � RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 SILL, , cn oc ^:.. BARRIER W ATHER RESISTIVE BARRIER ( AND HEAD) (ASSEMBLED 1 2. SE L JOINTS OF -n T WINDOW ) ' 3. FOD WEATHER RESISTIVEMAS WITH v� w O `` : . '. Q SILL PAN BA RIER BACK OVER HEAD 2 CO OUS SEALANT. 00 oc z 0° ` :� :`:;:::: F SHING AND SEAL WITH TAPE _ _ > '� w N W J :::*� :::........... O �--� �--� FLASHING a :.. w DO NOT FLASHloo O J w a <. :y i .:y, :::.. NEMHT OVER BOTTO M LU ::.::::.�.: ,>:.:. ..�::::: CORNER mJ A _ NAILING FLANGE w �' 0 .:'r':: ;:::': PATCH w ::r...... ..r...... 5 Lu O �' ::•ir:'::iii:.: •::•::;•:'..:':. NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE o g W J W IN. 6 WIDE). CONFORMING TO AAMA 771-07 O o FLASHING l.. it o E 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF a pF- Z Z F- o :{:.: WINDOW SILL PLATE. 1-4 Lu Z A = 0 :::::;::: NOTES' a � 3. I STALL FLASHING IN ORDER AS SHOWN BY NUMBERS. W p :r::::::::::. _ ce Lu :: HING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE A V Q CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED " a A w r:r........... "' a. `� r........ PER AAMA 100-07 � � z ���::':::-::':'::: ARRIER TO FORM WATER SHEDDING LAPS. "' - 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS A O , ...... :.:1'.::::':. = z w 3. MECHANICALLY FASTEN AS NECESSARY a a PRE-CAST SILL O 0 0 � Z J EXT_1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL (E;�_'2� TYPICAL WIN DOW FLASHING DETAILaNOTE: CLEAN OFF � OCt ANY DEBRIS ce D3 N.T.S. (E '1) D3 N.T.S. (EXT-2) BEFORE APPLYING o 0 L4 OPTION -A STUCCO RAKE JOINT AT WINDOW ANY SEALANTS. 0° TERIOR PERIMETER CAULKING ce VO Z a ce a IT FLASHING W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED z � w 6 T TRUCTURE AS DESCRIBED PER AAMA 200-12 DRAWN BY u; CANT STRIP CONT. DRIP EDGE ON APPROVAL M. STRICKLAND Z m ACROSS DOOR HEAD o TO DIVERT RAIN WALL PER PLAN CHECKED BY _o z SILL PLATE WALL PER PLAN WALL AS a - REQUIRED 0. SWAFFORD _ Q _ � � t- }. ~` -- - SCALE m RAIN DRIP SEE NOTE #2 -- - - - 22 X 34 = SCALE AS NOTED a � in REGLET J o J XTERIOR 3. INSTALL BUCK. PROVIDE 0 0 = DOOR LIQUID APPLIED FLASHING 11X17 = 1/2 NOTED SCALE wcn WALL SHEATHING OR CONTINUOUS SEALANT '� cn WITH WEATHER EXTERIOR P.T. WOOD BUCK SET IN o o WINDOW CONTINUOUS BEAD OF TO MASONRY SIDE OF SHEET DATE � V O RESISTIVE BARRIER BUCK PRIOR TO W INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION. a o --i ON PRODUCT APPROVAL SHEET REVISION INFO 0 cc NOTES: : a 0 zo 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE. tYWALL 4. SEAL ALL JOINTS (BUCK Lu �.. V TO BUC ND BUCK TO = m u - CONFORMING TO AAMA 711_07 THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH ~ w z cn DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE. CONTINUOUS SEALANT. cno 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS ARE T ULKED >- m z � RESISTIVE BARRIER T FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. TO WALL &WINDOW F CAULKED 5. PROVIDE A LIQUID m L 3. WEATHER RESIST E 0 AT INTERIOR AND E R PERIMETER APPLIED FLASHING OR Lu<In SELF-ADHERING FLASHING SET REVISION INFO Z W w TO BUCK (INTERIOR FACE JwAT EXTERIOR DOOR EXTERIOR WINDOW CAL WINDOW TO REMAIN UNSEALED). Lu O �n ATERPROOFING c em EXT-5 XTERIOR OPENING OR BEAM ExT_6 HEAD DRIP DETAIL &�_7 HEAD DRIP DETAIL EXT_8 M B SEALANT DETA 6. INSTALL WINDOW. 3 PROVIDE A CONTINUOUS 0 0 w z SEALANT TO ALL FLANGES 0 o D3 N. .S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) D3 .T.S. (EXT-8) OF WINDOW EXCEPT AT w z `nS SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION (n W o Z 5 EACH END). STANDARD Z w E 4 7. PROVIDE CONTINUOUS NOTES & DETAILS m ce a Z SEALANT AT INTERIOR AND W ¢ > o EXTERIOR. REFER TO z z = o PT WD BUCK AAMA STANDARDS FOR � 0 J a K. _ STUCCO ON 8 CONC BLOCK WALL INSTALLATION STEPS. W/ (1) 5 W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL PROJECT NAME am o = z N. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. `f' IRECTION (SEE CHART & BEND DOWN INTO STAIR. 0 UJ NOTE: CLEAN OFF ce , oc w Z z '. -=_ ROOFING PER CONTRACT ON (2) �°' commm°' uc#J"'mDRICIM mmwl TM w LAYERS OF 7/16" SHEATHING WMMMaASOfDA*MOFM 'nM SIBM. Ln (CONTRACTOR TO PROVIDE PRODUCT N APPROVAL FOR ROOFING SYSTEM) SEE PLAN �Q' � 000 cl. 0 ceLu 2 X 6 W/ 2" DIA. �o i° ROUND VENT @ ,-'' a R 399 ¢ �� J i# " 24" O.C. O O r METAL DRIP OVAN G. DRUMMOND AIA EDGE �-'� AR 96399 CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA U- C) CEILING INSULATION z oSOFFIT LEGEND 2X6 RAFTER TAIL (SEE ENERGY CALCS.) acn N.T.S. @ 24" O.C. 1/2" RIGID GYPSUM BOARD o � w/ Lu � 3/8" CEMENTITIOUS DBL. 2x SYP. WD. UJ TOP PLATEON 00o w °O 2x SYP. #2 WD. STUDS � w N ,L o FINISH MATERIAL @ 16" O.C., TYP. w a a PER ELEVATIONW A'o WALL INSULAT z1 X 6 HEAD TRIM ) LU s a (SEE ENERGY CALLS. O A w W 0 2x SYP. #2 WD. HEADER u W LL, -SEE SCHEDULE 8 00 = kn o 00 a z SCHEDULED WINDOW N 0 o BACKER ROD �p � g cnAND SEALANT (SEE FLOOR PLAN) w o > o WINDOW ATTACHMENT x o 5/4 SILL COMPLIANT W/ FBC-R a O Z o z2x SYP #2 WD. STUDS @ ►.� p = 0 1 X 6 APRON 16" O.C., TYP. w A u`i Up EXTERIOR STRUCTURAL A Z A GC w Z v cn Q .SHEATHING AS REQUIRED WALL INSULATION � � a cn BY FRAMING DETAILS (SEE ENERGY CALCS) a a A w = � � � Q x � WATER RESISTANT BARRIER Z z (2 LAYERS REQUIRED) CONNECT WALL PER Q; o POLYETHYLENE HOUSE WRAP FRAMING DETAILS �'' O 00 o OR APPROVED EQUAL SYSTEM ,� N UJ U- J FINISHED BASE MOULDING = z Q 2x SILL PLATE - 0 2x RIBBON FASTENED 3/4 GYPCRETE (OPTIONAL) TOP OF 0 W TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o a TRUSS ENGINEERING — TRUSS � Z ROOFING PER CONTRACT ON (2) 0 0 0 LAYERS OF 7/16" SHEATHING c z w (CONTRACTOR TO PROVIDE PRODUCT W DRAWN BY `t cc W APPROVAL FOR ROOFING SYSTEM) SEE PLAN > D. KRAMER I WAINSCOT TRANSITION CHECKED BY V r W iQ a 2 X 6 W/-2 [ I ,r. 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE ROUND VENT @ z a f.-' TO FLOOR TRUSSES REQUIRED OVER GARAGE o 24 O.C. �- PER TRUSS ENGINEER � z w r� (SEE ENERGY CALLS) -SCALE m a > METAL DRIP -�" 22 X 34 - SCALE AS NOTED J 0 -� -' DBL. 2x SYP. WD. TOP PLATE o = EDGE -r 1/2" RIGID GYPSUM BOARD 11X17 = 1/2 NOTED SCALE cn 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR 0 0 TRUSSES (VERIFY W/ TRUSS SHEET DATE d o CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) (SEE ENERGY CALCS.) Q 2X6 RAFTER:SAIL 1/2" GYPSUM SHEET REVISION INFO a 0 @ 24 O.C. 1/2 RIGID GYPSUM BOARD WALLBOARD ON STUDS U.1 >- 0 DBL. 2x SYP. WD. W/ WALL INSULATION = oo 3/8 CEMENTITIOUS w z TOP PLATE (SEE ENERGY CALCS) o SOFFIT 1 X 6 HEAD TRIM 2x SYP. #2 WD. STUDS W c i FINISH MATERIAL16" O.C. TYP. m m W PER ELEVATION @ ' o J WALL INSULATION HEADER , SEE FRAMING 0 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) PLAN FOR SIZE AND DEPTH SET REVISION INFO = 0 w C:) n J = 2x SYP. #2 WD. HEADER -SEE SCHEDULE Q9 o > z BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW W o AND SEALANT SEE FLOOR PLAN AND SEALANT SEE FLOOR PLAN z WINDOW ATTACHMENT ( ) SHEET DESCRIPTION W o z 5/4" SILL 5/4" SILL WINDOW ATTACHMENT COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R Z W o 1 X 6 APRON � 1/2 GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON �,... o STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD EXTERIOR SHEATHING TO (SEE ENERGY CALCS) EXTERIOR SHEATHING TO (SEE ENERGY CALCS) o a > o BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE NOTES & DETAILS z z = o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS � J z¢ GAP BETWEEN FOUNDATION @ 16 O.C., TYP. GAP BETWEEN FOUNDATION @ 16 O.C., TYP. c w ,� AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE CL o WATER RESISTANT BARRIERCA C NNE A WATER RESISTANT BARRIER PROJECT NAME � � � vi (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) Tr/ PER WALL TO FOUNDATION O oz RAMING DETAILS z w POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP W = 3:: o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Q o w FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE V w HeI MAIN FIN_. FLOOR FINISHED BASE MOULDING MAIN FIN_. F OOR FINISHED BASE MOULDING = o _lqELEV 0 ;, .: a"` ELEV @ 0 -0 4.: uj LOT/BLOCK zzz � ffi W 44 E 5 Z 0 z o I III III I ( III III ( � TBI NUMBER `n o z �•. I I IEEI II I 4" CONC SLAB W/ �4. III I I ( I 4" CONC SLAB W/ MODEL 0 ' ¢ o �" VAPOR BARRIER VAPOR BARRIER Ln LncewQ _ _ ALL .� .Q III I_ _ as III Ln � w Z I I DRAWINGS FOR REFER TO URAL _ I ( REFER TO STRUCTURAL ELEVATION NAME �' 0 0 W w � �. - COARSE COUNT& � - RAWINGS FOR COARSE COUNT & Z W 0 _ III III— (PROVIDED BY Ln III—I FOOTING SIZEFOOTING SIZE COASTAL ce i " Q IIIOTHERS) OTHERS) ISI 111_ i ' III_ i ' �w;o SHEET NUMBER O ww o Z = EXTERIOR WALL W ui co W 1 SECTION WITH WINDOW 2 TWO-STORY WALLSECTION D7 D7 ,� — �.. Z V J I _3 o o u SCALE: 3/4" = l'-0" SCALE. 3/4 - 1 -0 r QUA-- OER AL NUMBER 1009 TH TME BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON TMs DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE BY Ef�1OF DATE� 2-015 SET TION . Lnj OCT Z o SET M RROR 3" FROM _ �� SET MIRROR 3" of F� END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) ����,c,ocooce �1 @�= GAS PIPE (TYPICAL) 0 cp 0 , o~ FOR GAS DRYER ONLY m = + G� cn 963 1'-2rr - ----------- -- - -- O � F- COUNTERTOPS ; oc 0 Se DRYER VENT (TYPICAL) F O ° " RGA t-+ O ¢ OVA ,AIA % 36" HIGH X � W GAS PIPE (TYPICAL) (VANITY-511) MIRROR M >o FOR GAS DRYER ONLY z o OUTLET BOX "' 0° 1/4" MIRROR DRYER VENT BOX- ------- - -- o Z CENTER SIDEWAYS - ¢ ATTACH PER MFR. a u, IN BACKSPLASH D O D O 1 2" RECESS INSTRUCTIONS z W / DRYER VENT BOX- 0 � = _ FOR MIRROR ATTACH PER MFR. cn u, O 1.0INSTRUCTIONS CL c- ' - 2X4 HALF WALL m M � " YORKTOWNE 0 P.T. SILL PLATEN P.T. SILL PLATE ocnW TRIM - MM MIRROR (IF SLAB ON GRADE) ;.:., (IF SLAB ON GRADE) ►.� a N M w E� a o CABINET O z VANITY t IRROR INSTALLATION INSTRUCTIONS: > �_- 0 WITH PEDESTAL A lil 1. MIRR R TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. o 0 U w $ Zuj =� 2. AT BA HROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: ¢ z CORNER (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, � o W o NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. w z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED O > o. BEFORE EMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x > o err _ ) LENGTHS PER MANUFACTURER'S SPECIFICATIONS. � 0 1 z +/ ROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. a wQz A � LLJINT 1 KITCHEN HALF WALL DETAIL INT-2 MAcTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY w z CeLLJ W o SSCALE: 1/2" = 1'-0" (INT-1) �$ SCALE: 1/2 - l'-011 (INT-1) D$ SCALE: 1/2" = 1'-0" (INT 3) a A w ceocz a W = o --+ d. TILE OR STONE ON 1/2" COMPARE (n x p A y' z HARDI BACKER BOARD MANUFACTURER'S 'Q+ o = `_ x OVER 4" EXT. PLYWOOD DIM OF TUB & a O c; o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N � z a TO CONTRACT SPECIFICATIONS) ce W WALL TILE REFER TO FLOOR PLAN, VARIES - SEE PLANS 00. O JVARIES BY MODEL 0° 2X BLOCKING BETWEEN w o 1 ROW OF TILE cc U z STUDS (3 WALLS) 0 0 � z 2X4 @ 16" O.C. DRAWN BY ¢ ce � VINYL LINER (3 WAL NDED 5" dg— Lu CORNER SHELF M. STRICKLAND Z UP WALLS ce o (1) CERAMIC CORNER 2X4 LEDGER CHECKED BY o _ SHELF AT 48" A.F.F. p Z o o m FLOOR E_` o�c ¢ /o SILI LANT BETWEEN o _ - a i� 0. SWAFFORD = u, � A WET BED � � x x DROP IN TUB x o >- w Q 2" SHOWER DRAIN N "' �`' SCALE m a > F W > a + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED J o 4 THRESHOLD • • °C 11X17 = 1/2 NOTED SCALE O 0 = 0 0 • •• • • ••. • .:: • • - • = : TILE AT DOOR Q 2X4 TO BE P.T. 'SUPPORT UNDER SHEET DATE 0 THRESHOLD � WALL TILE WHEN IN CONTACT TUB AS REQ. BY te 15r,, i-- W/ CONC. MANUFACTURERS. oA DJUSTABLE COAT WETBED PLAN �,, SHEET REVISION INFO aO z SHOWER LI N SEALANT @ W >- O fl I i FR-33 DROP IN TUB DETAIL = co u 2 S RAIN FLAN ROOFING FELT J 1 - 1 1 - ~ w z c - NOTE: �\?D$ SCALE: 3/4" = 1'-0" (FR-33) a =0 Z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO �P m a u MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. F SET REVISION INFO U) W W _ O � HOWER & CURB ON FRAMED FLO INT 5 STANDARD SHOWER SHELF LOCATION = NT 4 S END POST TIED INTO FLOOR g ~ _ INT-4 ��D8� - (INT-5) JOIST BELOW EXTEND TO QP ¢ a CO D SCALE: 3/4 - 1 0 ( SCALE: 1/2 - 1 0 BOTTOM OF FLOOR JOISTS. z 0 >o o � W o END POST TO PENETRATE SHEET DESCRIPTION W z` � SUBFLOOR. Ww p 0 FACE NAIL END POST TO STANDARD z ce o BLOCKING. NOTES & DETAILS mce0- z w ¢ > O 2x BLOCKING BETWEEN �- Z = o FLOOR TRUSS AGAINST ' � END POST. "' PROJECT NAME z a o � SUB FLOOR. c cn � � :- ' ' -% ce Lu F--r 01 W ~ moi ' il'\L z o W / \\ / . LOT/BLOCK --y W = O � ' moi' ,`1\ \ r/ �i� �'/ / \\\\� j r�i iii (n Z ~ i� �i� ��\\\ ��T ����7 ' �i%���/ j ' �i��\\yam� '' z O z - - ,� / \ \ / - - / / / TBI NUMBER Z O �i ��iii / / \\\\\ �Y i 0 '( i� / / i�\ �' �� / / /moi �i z W lle. �\ MODEL M ¢ O � ' �'/ i'/ '/ � � z ¢ ,' ' , ; ALL m z ,o o a FLOOR TRUSS. ol ELEVATION NAME ul)-+-+ W zUWO ' ALL c� W o < Lu z0 W SHEET NUMBER W � cecm -u LU HALF W � � FR-34 HALF WALL TIE-IN DETAIL I-- O w co V boll `�' � oo � D N.T.S. (FR-34) Q ¢ V R O ERIAL NUMBER 1009 a