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1698 MARITIME OAK DR - NEW HOME ARCH DWGS i - - - IOIXE NESTUMYNXOWIE9GE,INE OP9GN[N81QFDaNTXLi UMWd6tON0.45 PWH T1 E.1 IE OOf fIU&EfYfIDAY BE". G CWEIX EffERAS dLA �AXFlUWXN XFIAW. Ln N Ca'w `f 7 7015 ' c? Ce 00 U 10 SHANNON-QR-V 7180' AIA III LL THE CATALINAz 0 = Z ZEn oC _ L ■ (4) LLJq W m LIST OF DRAWINGS � • o J GRAPHICS o . ' ABBREVIATIONS � - Index f Drawings � � C1 Cover Sheet de o a s a 9 o a PARTIAL SECTION N I S CT0 INTERIORELEVATI N 0 LU # NUMBER FIN. FLR. General Notes FINISH FLOOR S.0 GNI S 00 P S POUNDS PER ,a o DETAIL NUMBER ETAIL NUMBER & AND FLR. FLOOR SQUARE INCH w = m SLAB LAYOUTS = EQUAL FND. FOUNDATION PSL PARALLEL STRAND c ' E d H o j>U ~ A1.62 Slab layout for SHINGLE ELEVATION DRAWING NUMBER DRAWING NUMBER V E q Y @ AT F.P. FIREPLACE LUMBER ■ 0 o z A1.N Slab Notes, Schedules and Details A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM V U W g a ~ FLOOR PLANS BUILDING SECTION DETAIL CALL OUT .t , ■ o ABV. -ABOVE '`FT• FEET P.T. ' PRESSURE TREATED �t CS ' z DETAIL NUMBER DETAIL NUMBER •� ■ to LU o l - ADJ. ADJUSTABLE FTG. FOOTING PT.;LD. POINT LOAD' g LU z A2.62 First Floor Plan and Notes for SHINGLE ELEVATION DRAWING NUMBER ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M.' FACE OF MASONRY PWD. POWDER ■ o o A3.62 Second Floor Plan and Notes for SHINGLE ELEVATION — A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD ~" ■ w o E A3.N Floor Plan Notes, Schedules &Details AHU AIR HANDLER UNIT GAL GALLON x o z i / ALT. ALTERNATE G.A. GAUGE R RISER w Q EXTERIOR R ELEVATIONS CEILING HEIGHT CHANGE o W q Q A5.62 Front & Side Elevations and Notes for SHINGLE ELEVATION ALUM. ALUMINUM GD GARAGE RA RETURN AIR CENTER LINE GFI GROUND FAULT RAD. RADIUS {rip A Z �" U U) z A5.1.62 Rear &Side Elevations and Roof Slope Plan for SHINGLE ELEVATION B.B.Q. BARBECUE INTERRUPTER v' ., REF. REFRIGERATOR � w o A5.2.62 Exterior Elevation Details for SHINGLE ELEVATION ELEVATION MARKER SPANISH TILE BD. BOARD A n. v) — GL- GLASS REINF. REINFORCING a LU z B.F.F. BELOW FINISH FLOOR o A5.3.62 Exterior Elevation Details for SHINGLE ELEVATION SHAKE SIDING G.W.B. GYPSUM WALL BOARD RM. ROOM r� A >- z BUILDING SECTIONS SLAB RECESS BOTT. BOTTOM x o i z w %! SIDING BR. BRICK R.O. ROUGH:OPENING R D. F H REQUIRED A7.62 Building Sections and Balcony Detail for SHINGLE ELEVATION BKFST. BREAKFAST HIGH Q QU h a, O q LAYOUTS FRAME BEARING WALL BRICK HB HOSE BIBB R & SH ROD & SHELF V • a w U_ _ DIFFUSER OU S CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL • w N o a M1.62 First Floor Diffuser Layout for SHINGLE ELEVATION 0 INTERIOR WALL (NON-BEARING) 0 STUCCO FINISH C.J. CONTROL JOINT HGT. / HT. HEIGHT. o M2.62 Second Floor Diffuser Layout for SHINGLE ELEVATION CMU MASONRY WALL " 0 EARTH CL CENTER LINE MORIZ, HORIZONTAL SF/SQ.FT. SQUARE FEET ck. °� w CLG CEILING SGL SINGLE oam ELECTRICAL LAYOUTS GABLE END WALL INSULATION Ce E1.62 First Floor Electrical Layout And Notes for SHINGLE ELEVATION CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET LU� U z E2.62 Second Floor Electrical Layout And Notes for SHINGLE ELEVATION FRAMED KNEEWALL DECORATIVE STONE C.O. CLEANOUT INT. INTERIOR SH. SHELF Q � a Y 0 DROPPED SOFFIT E PRE-CAST LINTEL/ HEADER COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER 0 o N' COMP: COMPRESSOR SL SLIDER DRAWN BY STANDARD NOTES & DETAILS CONC. CONCRETE KS KNEE SPACE F.MEZA Z SPECS SPECIFICATIONS D3 Standard Notes & Details S.P.F. SPRUCE PINE FIR Z LL m _ CONT.: =, . NUOUS "`�_ �-, D7 Standard Notes & Details o - � L LONG SPRG. PT. .SPRING :POINT o a D8 Standard Notes & Details DB. DOOR BELL CHECKED BY LAV LAVATORY STD. STANDARD' S.VANCLEAVE = w DBL DOUBLE LDRY LAUNDRY STL , STEEL o } DR.& SH. DOUBLE ROD AND SHELF LIN LINEN STOR. STORAGE z w L_'' LAUNDRY TUB SCALE c Q J DECO. DECORATIVE T TOP AS NOTED o J= DET. DETAIL 0 F M BMASTER BATH T&G TONGUE & GROOVE DA. DIAMETER vi Z MAXIMUM TEMP. TEMPERED 0 0 �n DIM, DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE i J ON DOWN G DR. DOOR MFR. MANUFACTURER T.O. TOP OF 03-27-15 NhIL. MILLIMETER T.0.B.B. TOP OF BOND BEAM p DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO I o z D.S.S. DENSE SELECT STRUCTURAL `MIRR. MIRROR TRAN. TRANSOM m oU DW DISHWASHER MLDG. MOLDING TYP. TYPICAL o w z DWG. DRAWING MT.H. METALMILES THREER o OLD UC UNDER COUNTER z = o z E EGRESS >- m w `'� E.E EACH END U.N.0. UNLESS NOTED m N.T.S. NOT TO SCALE OTHERWISE EACH WAY p w LU E.W. V.B. VAPOR BARRIER z = o W EL ELEVATION SET REVISION INFO � o � .-O.A. OVERALL O.C. ON CENTER o v� � "' ELEC. ELECTRICAL VERT VERTICAL LU zc`� _ ENCL. ENCLOSURE I oC � � } ENG. O,H. ':...OVERHEAD V.T.R. VENT THROUGH ROOF ENGINEERED Q a LU m EQUIPMENT OPT. OPTION(AL) W WIDE c"7 W w z EQUIP z O EXT.' EXTERIOR OPNG. OPENING 0 OSBR W/ WITH F w 0 IENTED STRAND BOARD o w z W .C.- WATER CLOSET SHEET DESCRIPTION cn w oUj z PED. PEDESTAL SINK WD: WOOD COVER LU o POLY POLYVINYL WOW. WINDOW r z P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET oro a Z SQUARE FOOT WP GFI WATERPROOF GFI SHEET o a > HOUSE ELEVATION ABBREVIATIONS W.W.M. WELDED WIRE MESH � vi Q DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC w 2 - Z ABBREVIATION FULL NAME ELEVATION CODE Lu Ln LU = cn z MAN. MANOR 03 PROJECT NAME a Ln o TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 WIL. wILLIAMSBURG 07 W Z Z BUILDING TYPE: V - B PRO, PROVINCIAL 08 ATLANTIC BEACH o ,. w DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: CHA. CHATEAU 09 LU = 0 II VER. VERSAILLES AMBASSADOR 10 W F.B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE 7 CLA. CLASSIC 18 DUVAL COUNTY U_ w C> m ~ -MED. MEDITERRANEAN 19 o LU � III, z o f.B. . MECHANICAL 2010 z F o ULTIMATE DESIGN WIND SPEED - 130 MPH TRA: TRADITIONAL zo LOT/BLOCK 119 m z o �, F.B. . PLUMBING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH COU. COUNTRY MANOR' z1 TBrNUMBER "119 g V z F.B. ENERGY CONSERVATION 2010 HER. HERITAGE 22 Q Z o a EXPOSURE - 8 CMN. CIMMARON 28 MODEL ENCLOSED BUILDING to Q o Z F.B. . FUEL GAS 2010 c� CRAFTSMAN 3o CATALINA LU Q INTERNAL PRESSURE COfF: +. 18 -. 18 Z a � ' F.B. . ACCESSIBILITY 2010 wo - r M 2: LU in ED u z ¢ N.E.C. ELECTRICAL 2008 SCL. SPANISH COLONIAL 32 ELEVATION NAME o W FOR WINDOWS & DOORS SEE FLOOR BOR. BORgEAux 33 N ._b o N.F.P.A. 101 2012 PLAN FOR ACTUAL <PRESSURES BRO. BROUGHAM 39 W ALL w REN`. RENAISSANCE 40 �; Q = AS E 7-10: MINIMUM DESIGN LOADS VIE. VIENNA 41 Ln o " THIS DRAWING AND DESIGN IS VALID Z FOR 12_MONTHS AFTER THE DATE IT FEMA RULES & REGULATIONS TUS. TUSCAN 44 m IS SIGNED AND SEALED OR WHILE CLS. CALAIS 46 Q SHEET NUMBER o z = ITV. ITALIAN VILLA 58 N o CURRENT CODE IS VALID SHN. SHINGLE 6203 _ o w m w PBC. PALM BEACH 80 r C 1 H o o LL CRB. CARIBBEAN 81 � z � � J CST. COASTAL 82 o Q U o LU J ERIAL NUMBER 1010.0 I l TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION T49H�W"YgOM"®6ETME"ESIG"ceott OMS WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS v EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE .-+ SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING,ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, N TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI DADE PESTICIDES, BAITING SYSTEMS, AND PESTICIDES A PLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE; EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (EVA), THE CONFLICT DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT R A CONFLICT BETWEEN THE �w OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SECTION 202, REGISTERED TERMITICIDE) UPON COMPLETION OF THE APPLICATION OF THE TERMITE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PROTECTIVE TREATMENT, A CERTIFICATE OECOMPLI NCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. f 2015 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, a "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS, GYPSUM WALLBOARD o O TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND CAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" N0 SAG GYP. BOARD ON ALL CEILINGS. PROVIDE-S 8" TYPE "X" GYP. BOARD ON ALL U DEPARTMENT OF AGRICULTURE AND CONSUMER SER ICES." 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 O THE SHANNON M. VANC PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. AIA NOTE, GYP. BOARD APPLIED TO THE GARAGE SIDE. AR�Toad 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 OR BORA-CARE" PRODUCT METHODS MUST BE BUILDING DETERMINED AT PERMIT STAGE AND PRODUCT 1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY �. O APPROVAL DATA MUST BE ON FILE WITH THE UILDING DEPARTMENT. o z REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES, INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLHAVEWALLS, UNDER-STAIR SURFACE AND ANY a p - 2) PRESSURE TREATED LUMBER THAT HAS BEEN UT 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. PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. in NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. ■ Ln U3 w OPTIONAL BORATE APPLIED TO ALL FRAM MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS = wa 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NONBEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. ■ z m STRUCTURAL NO ES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" O w CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. w a 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES a 3: o A SLUMP OF 5 1, MISSED "Y' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK a E.., g Lu a 2. ALL REINFORCING TEL WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS -< E� ° C G S E SHALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO "' = o ASTMA 615 GRADE 60: RECOMMENDATIONS, SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. q ¢ ; oGLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ❑ 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 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 U w 0 =o = AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN TF E 6". FIBERMESH MAYBE BE SUBSTITUTED OMI7ED.REBAR;.AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE, USE A TWO PART ■ m BUILDING IDENTIFICATION o ¢ C 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 o � p THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND'AND APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH ■ ° "� ce USING COMPRESSED AIR PRIOR T AP POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE S 0 w z 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS NDS OF ALL TOP BARS OF BEAMS. 0 PLYING THE EPDXY. ALLOW THE EPDXY TO TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH ■ MANUFACTURERS SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND. x ❑ w o C 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" A OUND 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 0-4 p 25" LAP SHALL BE PROVIDED. Op Z In F- z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a O Lu ¢ O 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR PLICES SHALL BE 40 BAR DIAMETERS TYP. A C I_ 4. MISSED LINTEL STRAPS'FOR MASONRY N ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALLBE7/8" THREE COAT STUCCO W q Lu S' 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Z' W � z MTSM16 TWIST STRAP W/ (4)_/a X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. A <C p a 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. 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 ,6 r z SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C : CONTRACTOR T INSTALL � `a A 0 S STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. � LO, .a � Q, 3 a 9. FOR SLAB ON GRADE, PROVIDE 4"CONC. SLAB W/ 6 X 6 X W1.4 X WL4 WELDED WIRE MESH PLACED CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. b1 '" O AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH OUTDOOR KITCHENS x _ ¢ "' MAY BE USED ILV WWM WHEN FIBER MESH MEETS R EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. a o ce o 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 ■ ' w Ow RESIDENTIAL FL 4 P F ( ) FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR -1<N w 10. WHEN THREE OR MORE BARS ARE RE D., THE BARS SHALL BE HELD IN PLACE AND OOR, UNLESS OTHERWISE INDICATED 0 S ■ w z Q 40 PSF GRILLS OR COOKTOPS. O ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPAC D NOT MORE THAN FOUR FEET APART, BALCONIES/DECKS t= O STAIRS 40 PSF ANCHORAGE > Qd w REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF a. w METAL AND WIRE LATH: O m ALL REINFORCING STEEL SHALL BE NEW DEFORMED B RS FREE FROM RUST, SCALE&OIL & ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM: Ua/ ,__, - SHALL MEET ASTMA-615 REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF ce oU 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 ¢ SLEEPING ROOMS 0 2 STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z O;w ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ¢ oc WHERE PERMITTED SHALL BE THE FOLLOWING MINIM M, UNLESS OTHERWISE INDICATED ON THE CONCRETE CONCRETE UNLESS OTHERWISE INDICATED DRAWN$Y STRENGTH z m DRAWINGS: @ 28 DAYS 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT FIGS, WALLS, COLUMNS, BEAMS, SLABS: '40 DIA. OR 25" MIN. "" i,x.. OF 4D GALVANIZED O BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST / INCHAND cf��-O z REINFORCING; WELDED. WIRE FABRIC SHALL CONFORM TO ASTM A185 €&BHT. OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LAT F� SHALL BE CHECKED BY cn a FILLED CELL & MASONRY REINFORCING' 48 DIA. OR 2'-6" MIN. ATI'ACHED'TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. ALL REINFORCING BARS ASTM A615 60 60 000 PSI Q A. BARLEY = a % TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 " INCHES LONG HAVING A HEAD NOT LESS THAN p w WELDED WIRE MESH: 8 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF INCH IN DIAMETER. SCALE m a > MASONRY WALL CONST FIBERS PER CUBIC YARD J 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL EIGHT, GRADE N, TYPE 2 CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm= PSI MORTAR TYPE "S" 1800 PSL MIRRORS o ¢ MIRRQRS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o = TO ASTM C90 WITH A MINIMUM NET COMPRESSIVE S RENGTH OF 1900 PSI f'm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED U- w _ ) UNITS: DURING CONSTRUCTION 0 p Ln 2. MORTAR SHALL BE TYPE "S", CONFORMING TO AST C270: H,V.A.C. NOTES SHEET DATE d 0 - 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. °C � AND A MINIMUM COMPRESSIVE STRENGTH AT 28 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 ao ¢� , o 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED 0 THE DRAWINGS WITH THE CELL FILLED m S WOOD BEAMS,RAFTERS,JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE 19% M.C. MOUNT ALL THERMOSTATS AT +4'41 ABOVE FLOOR. SHEET REVISION INFO a 0 0 WITH COARSE GROUT. FRAMING: ( ) Lu ED " 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 ED 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND ACED IN T AND AT A WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY ;THE LOCAL BUILDING o � - MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER FLOOR SHEATHING. T&G A-C GROUP 1 APA RATED (48/24) Q U NG CODES: THE H.V.A.C. o Lu Ln 0 (D OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALL PROVIDE "SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL ¢ w z 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES m o° w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS, ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN MET ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR J AL LATH STRIP z = w DR CAVITY CAPS MAYBE USED TO PREVENT THE FLO GROUT INTO CELLS BELOW. THE USE OF WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK.-DO NOT SCALE ELECTRICAL DRAWINGS. 3 rn w w FELT PAPER AS A STOP IS PROHIBITED, TRUSSES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL SET REVISION INFO TOP CHORD LIVE LOAD: 20 PSF 20 PSF UJ = 6 FE 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. ¢ gCA m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE 13LOCK COURSES. JOINT REINFORCEMENTGROUND-FAULT CIRCUIT PROTECTION;.ALL 12 BOTTOM CHORD DEAD LOAD: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &0 PSF 10 PSFOV SINGLE PHASE, IT & E AMP OUTLETS INSTALLED cCwZ SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL; 4 `GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES: o so WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS Ln w WIND UPLIFT RESISTANCE: SHALL BE HARD WIRED (110 VOLT TYPE) TO z U = 1 SISTANCE: 10 PSF ' 10 PSF NON-SWITCHABLE KITCHEN in , ALL MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,CONCRETE OR OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO o 2: w cn SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS, DESIGN FOR NEW WIND THE LOAD SIDE OF AROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND ARB SHEET DESCRIPTION CARBON MONOXIDE V) w 0 z - UPLIFT AS PER SPECIFIED CODES DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W VISIBLE POWER ON INDICATOR" - (D u.c 0 2. ALL EXTERIOR WOOD STUD WALLS,BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD / CATOR AND A TEST BUTTON WITH Z U FRAMING MEMBERS I.E. BLOCKING OR GABLE END: RACING SHALL BE SOUTHERN PINE NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL m a o GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ' ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 z WOOD FLOOR DESIGN LOADS. FROM EDGE OF OPENINGS. NOTES Lu a > 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF E- vi¢ STUD UP TO 1 DIA. SHALL HAVE STUD`PROTECTION. HIELDS FOR ALL HOLES OVER 1 IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE z z = o LIVE LOAD. 40 PSF ERWISE NOTED. Lu (D z PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIM SON HSS2 STUD SHOES,TYP., U.N.O. Ln ¢ ¢ TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Lu w 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO a p = z SOIL BEARING - ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION F Lu O STEEL; IT IS THE CONTRACTOR'S RESPONSIBILITY TO ERIFY THE TYPE OF WOOD TREATMENT 0 SERVICE AND PROJECT NAME w 'cn �" AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION: FOR EXAMPLE ACQ-C VALUE. SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. c� z - - - CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL z ACQ D, CBA-A OR CA-B REQUIRE HOT DIPPED GALVA IZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W EQUIPMENT ALL DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR / QU MEET MANUFACTURER SPECIFICATIONS. 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. W V o` w OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) STRUCTURAL STEEL ROOFING IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, UJ BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL o w cn ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36,00 PSI, U.N.O. TUBE STEEL: ASTM A500, z O w 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. = p GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPEE OR S, Fy = 35,000 PSI SHOP AND FIELD cn w F- WELDS: E70XX ELECTRODES STRUCTURAL BOLTS AST A325 BEARING TYPE CONNECTIONS THERE ARE NO EXCEPTIONS. LOT/BLOCK M O z N STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY DOORS & WINDOWS N g z z CONNECTIONS WHERE INDICATED, ALL BOLTS CAST I 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 - c+i z p STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING T � p � 0 � G OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. PLUMBING AND MODEL z¢ r, ¢ FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE RESIDENTIAL O z FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. 0 w ¢ ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AND BE MOUNTED 2 a > PROVIDE MININUM OF 3 DIAMETER SCHEDULE 40 AS M A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT / 6 ABOVE ALL z Lu �, R407.3. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2 GRADE. N w z a DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL EQUIPMENT, ETC. ELEVATION NAME c "' " PREFABRICATED WOOD TRUSSES z uwa o WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. y 9d � w 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS,REQUIREMENTS PER N,F.P.A. 101 CHAPTER 24. GENERAL NOTES ALL q w RLL MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND F ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTI N N T z Li P z 0 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 0 0 HIS PROJECT. z 0 F_ 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. Lu WITH THE DESIGN LOADS. THE ARCHITECT SHALL BE w 's m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH NOTIFIED OF ANY DEVIATION THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER a o z = 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE O BE MATCHED EXACTLY BY THE TRUSS MANUR SOLID WOOD DOORS NOT LESS THAN 1 % INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB CORE o a ( ) DRAWINGS SHALL NOT BE SCALED. vi- ~o IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS M NUF. IS TO IMMEDIATELY CONTACT THE BUILDIW, STEEL DOORS NOT LESS THAN 1 % INCHES (35 MM THICK, OR 20 MINUTE FIRE-RATED DOORS, ' DESIGNER TOLL BROTHERS FOR FURTHER INFORMATION. ) INSTALL SOFFITS PER FBCR R703.1.3 AND R616. p w m w WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAYBE SECURED TO THE MASONRY WITH 1 4" DIA. x 3 1,2" TAPCON SCREWS 6" GN1 Li; _j z _j 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE I FROM EACH END / / SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). � O O w AND 12 C/C, ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Q ¢ U p o TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. PERIAL NUMBER 1010.0 romf agraFxr rrox,ml;E,me oslalo�ox,xg MU"MGIN EN OFmf OF V&ENMMIIN&M. OMf IN fRLCI.IXOFXRm OF WRIFlGiIOX BEIOW. Lo V 1­1 Z N (n B _ _ o A7.62 < r m 80'-0" o 00 9'-0" 45'-10111 10'-411 14'-1011 \\' 1-0" 3'-7" 3'-z" 11-31141-1111 1- 11 .1- 11 '- 11 11-611 1_ 11 1- n 1_ n 11_On SHANNON AR 976)8COL€A'UE,AIA 411 55 210 16 52 16 210 GAS LINE FOR POOL EQUIPMENT PAD z LL FUTURE 48"X48"X4" CONIC. SLAB T.O. PAD 0 1' 0" BARBEQUE AREA a 1 11 0 Z z o 3 ABOVE, ADJACENT 0 -0 ELEV. a � T.O. PAD j N GRADE. o In "B.F.F. (TYP.OF 4) H B e ui W O -I-- Tr-- r l r -- i III ■ O r--L r ___ ____ J L- - __:-J L---- J ------ -� L- - = a -- SAS LINE TO ---- --nl � � �,I N m - _�- III �II O' W � PRE-PLUMB FOR I �, K o FUTURE ILL--- ---�F REPLACE w M 0 ... F- II aD BARBEQUE A EA3r z 91-011 co ko ~LIJ co 0% O J 1 o y F UA W ■ D = W ti s o 0 O 2 ■ cn h aF F ii --------------------------------- 3. , ■ .r 0 N WLn 0 W Z _ ^ ■ w Lu0 cn I I c_ �� _ - SuL Q 3 U0 r1iN N , �- ---------- err, a d "1 f3a z CA Q Uo ¢ _6 l awa A �5 LLJ � Z 00\oLLJ OL 0'-011 ,/\� r-1 L a x z Z SLOPE PAVERS @ FINISHED FLOOR a --- -,-L------------LLu / o p A 1811 PER FOOT09 ' ------------ °' q ■ C) - - - - - - - - - - - O - _ - -. _ - - - - _ - L _ u b Z o A7.62 A7:62 w N J Ep F_o NOTE: FIN. FLOOR TO BE 18" II oQd w o MIN. ABOVE CROWN OF ROAD _� Fz== ----� ---- ---- 1 11 0..1 ='w W 0 Ln M Q, � 81-311 g11 -- ----- ---- -- 1n 11 1/1 wUz ,,a 10In 1In L --_- ce Z O w DRAWN BY m - , , 1 U i w cn li epi F.MEZA Z 1 1 1 1 , 1 J —� ":, CHECKED BY z z --J L----- ------- 1'---- - ----- Q '. ' N Lu Lu ------ ----- X S.VANCLEAVE r` o L PROVIDE ELE CAL = 6 = 6" PLUMBING WALL o >- o2 I 6 PLUMBING WALL M SCALE In ¢ > Lir, CHASE FOR KITCHEN 25' 11" I;i AS NOTED O ::j ISLAND. F- 0 a _ _ n 71; w sn v Q - r-1 -11 _-- - - = 7'-0" ` 2'-7" O' 221-6" (n ti P a, II 0 0 -J -JI -- r ----- - SHEET DATE e in G 14'4_12„ -- J J f I�== li ---- - --- 2 03-27-15 UJ J I - GAS INTO-------- A1.N mw o z 15'-0 N Tl j i DRYER SLOPE SLAB SHEET REVISION INFO Lu m v / - _ iii 1/8" PER FOOT Lu Z (n � (nOC7 of / - r m.:.uZ,l c -----------T---- -- --- Lu = O w r GAS LINE TO 411 PLUMBING - -_-- -_--==-=� n N W 11 4p. SET REVISION INFO o Z 4 711 3 -2111 41-411 COOKTOP WALL, „. ,� --------- Lu ; li �W/ L� - In 3 ) ___= a, c7WWZ 12W ca ' 1" J � ' 8 .91" 191.21n X11 N � - 2 z 2 6,1 Z0O � - - o w w Ln F- LLI C4 z �i hl io SHEET DESCRIPTION ___ - N ___ J --�� �� -1 11117 _ Lu 0 - ;SLOPE PAVERS @ 1 bo _ W Lu a � o --1/ 8" PER FOOT -� - - 6 SLAB I.- Z = 0 A1.N TYP. - � PLUMBING 2 LAYOUT W W' a vzai N -_= it I 4 .61 WALL 22 61 A1.N c (nz PROJECT NAME .-1 = cevi� � co 2' 8.. 0 0 W ATLANTIC BEACH 03.. AMBASSADOR w x 4� p cn W oo+ DUVAL COUNTY -- ---- ----J-1- I„ wLOT/BLOCK 119 z Z z28'-911 o HB TBI NUMBER 119 g . CA zo a 96"X48" A/C PAD 31' CL z Lu a o z 1._ 1-111 ABOVE GRADEGAS LINE MODEL x:i a w > VTV HKL SS 0 3'-10" ' 0' W W o r 12' �X 63'-��' CATALINA I L W 4 to STEMWALL FOUNDATION ELEVATION NAME Ln Z � 0 80'-0" w SHINGLE N � (n � W: W Q V/ o " A7g6z NOTE: FIELD VERIFY ALL GAS LINE 0 m 0FZz LOCATIONS PRIOR TO POURING SLAB SHEET NUMBER W � cm 0ZLuF- In /� 1 o L m W SLAB LAYOUT ADDITIONAL NOTES, DETAILS & SCHEDULES tZ /'11 m62 w z � SCALE:1/4 1'-0" SHINGLE I- o o CAN BE FOUND ON THE A1.N SHEET. w o J ERIAL NUMBER 1010.0 0 ', mms aaraemimowu�s,nissam+ounmm minus owWDEZN r+"nswcmmsnrauceae'mmiw euuums NU SLAB LAYOUT NOTES : �oE,"E MWMoF . 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS, CdJ W. e �s p 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS am 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 00 U F- t�\ 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. SHANkON 41,,VANCLEAVE;AIA z INDICATES DOOR OPENING � o oz Z ¢ o Ln cn o2 = el ■ Lu ce �✓ U) nw- • $ rn m Q Lu _j O G a �a o � cd Lu LLJ E�u ~ o O A d o � w U w 8 oox ` ■ v� o z = w � p v� tp > w I Lu Z O aj O ■ o P QLn o w z W Lu u Lo a W Wz O _ a a A 3a � .(n Z4 x A U.1 ax o Lu O r N t- z a ■ 0 o ce W.W.M. PLACED IN UPPER 0 0 g 0 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN wm o N 1/8" (MIN.) SAWCUT x 1/4 OF a w o SLAB THICKNESS SEE , in a o - FOUNDATION PLAN FOR LOCATION DRAWN BY ui ce v LL m RMEZA z o z a - w 5 CHECKED BY cn a Lu S.VANCLEAVE uj SCALE m a > AS NOTED Ja SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 O- w v=i TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, NISHED 0 6 AS CONCRETE ALLOWS WITHOUT RAVELING SHEET DATE in 03-27-15 o ce SHEET REVISION INFO w o z LUO x m U , 1 SAW CUT DETAIL 0 Ln Lu n o AI.N. SCALE: 3/4"= V-0" CLn a w rn m w lea J 4 Z wLu SET REVISION INFO ocnJw zPE � m C7cewZ Z O oO FRONT WALL OF GARAGE o w z v=i SHEET DESCRIPTION X: uw sn z w RECESS AT GARAGE'DOOR SLAB w a z NOTES, SCHEDULES o a w o IS2" D x 8" W n= o� cSLAB 1 IN SLAB & DETAILS ZZ z a 41/ .. � Lu w ¢ N BRICK PAVERS w W o zo GAR. / n PROJECT NAME w < �, FIN FLR. GARAGE ATLANTIC'BEACH 0ozw is a DOOR o _ SLAB AMBASSADOR W i o0 . w —) 9 :a RECESS o w w = — PWALL LAN PER 5 g DUVAL COUNTY � z = 0 -��� a . ���i W LOT/BLOCK 119 g Z o z — �- u, TBI NUMBER 119 E o G o MODEL Ln ¢ ^ z � W ¢ CATALINA M „w,,, � Z ' W u- z I w p ALL ELEVATION NAME Ln N g � t2 W 2 SECTION AT GARAGE DOOR u ¢ Ln w 'sSCALE: 3/4, . 1 0 z o �.Nz z W SHEET WjQ �.. S NUMBER Qzuj Oxtn~ F- � � � Al . N O m Hw W .. Z .J w 0 JISERIAL NUMBER 101'0.0 TOTIIE THEOBIGMOMIQEDONMG DMWMG WEFFEBU WRM DA POF E ME MMMUM BMI. CODE IN EFTELT�S OFDATf OF IFRTIFlGt10"DFI➢W. oB JUN"n 8 2015 r, A7.62 udw 80'-0" r � opc 9'=0" 45' 10" 10'-4i1 14'-10" a m RE POOL G.J 1 n 1 n 1 n 1 n. 1 11 1 n , n 1 n.. 1 n 'r n _ , n _ r n _ - _ 16 _ 16 - 11-01 • 7 4 1 2 10 2 2 10 95 8 1 55 5 . o �0 1 0 8 0 3 10 11 10 E UIPMEN 9 8HANNON M.VANCLEAVE,AIA 12 SQ. COLUMN PRE-PLUMB FOR GAS LINE FOR 1.. 1 I AR 97080' TYP. OF 4 SEE TYP. DECO COLUM � ) FUTURE FUTURE' , SEE'ELEVATIONS FLAT HEADER SEE ELEVATIONS FOR BARBEQUE AREA BARBEQUE AREA DETAILS _ ® FOR DETAILS ELEVATIONS FOR o Z G HB DETAILS 0 0 - - z( ccUJ o O rn Nr mLu ur) Lu I I N N ` GAs r - - - - - � STUDY O 'z I I v - — FIREPLACE — -1 I I 101-01, CLG. "' �o 00 0o Co ' w O I r I I ,� 1 1 I f o I 2 6 I $„ l I 1' F ' I I PORTICO I a Lu o I I 1 12il � `' o O 10 -0 CLG. F k T Y P 1 11 1 11 1 11 I I 1 , w ¢ I LI~I 5 -4 6 6 5 -4 l 12' 4 112 0 r 141-011 --- UP I I LU _ > �- m Iol wF � IrA 1 2 2 � = I 611 61 IN Lu I I I I' I - I lJ 6 _ 6 �1N U w g 0 0 _ I _ N ' 1 11 MT I ,.. „ A3.N :I. I - I �. 1_ 11 1 11-. II 1_ 11 1 11 PAVERS 8 a 1 11 .. -' C/1 .,n IF a = � 9 0 I 17 z 1 11 0 2 0 4 3 4 1 5 -2 12 -10 °' a p � Z r� "y' o M 3 o I 8 6 q I TYP I ENTR A5.2 62 ::.: • tP g > c vI m � v UP - I I iv I I Io US z - I I I 1 Im DINING ROOM /7 o W o I N LL, 0 o I N COVERED l =� I 1 1 I 121-01' To 12 8 I A o u- L _COFFER CLG; — CJ a W a o I I LANAI I GREAT ROOM I I I� _ _ BEDROOM 2 a; A s I I 12' 0" CLG. 12' 8 '" 12'-0" TO 12'-8" I I r 2 4 1 _O1 10' 0" CLG. w vi a Lu w o I ; I I 12'-011 COFFER CLG g 1 M / M1 A Z W z I I I I 'FLAT SOF IT"BOTT. @ 10 8, 19 M -1N �o d 2 :g w o ¢ I I I _ _ BV. A BI- cn I I l0 00 - -O' - - - _ A Al a oC z I I - 11 11 O� o _a w I � I 10'-0" z 3 -11 5 -7 3 -il .... .. ... .. . 11, _ � d a o A I I I I I Gao llz BATH 2 - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - _ o r Z - —i - y- — - — - - I I l—�c i o = �'L 10' 0" CLG. 1'-011 x z ,,, A7.62 ir1 it 2 - I A7.62 1 1_ II 111 2 -6 :.. 11'-'3 I 11 0 _ 1 rl 1 1 1 1 11 3f-O I _ Gj8f 2 it 4 4 z z u, 9 10 161 r, r, 5 -011, 5 4 3 -0 5 -5 O oo ® 11-311 I I I _ _ FLAT F B - - TV 7 z a 4'-711 3' 2" I L - -- - -tO �-ol I -1 ��, -1 I 611 TWO STORY 5 o O I co I HALL OAK sr,; 6 7 FOYER f(on� 10 � I 1 FLAT SOFFIT I SNE OF F 00 12' 0" CLG. STAIR " > , 11.41111N _o I - — —BOTT. @ 9` 0"— — — — — ABOVE 4Go` h" M�. m I I ` _, - 1_ n 20 E+'I4 _I 1 A .N 0 3 ¢ I A I - 0 o _ .-IIN > STO RAG 1 1 1 1: – – – – ,. 0 o I r, 'GOURMET - N M 1 I - L _I 1 UR _ _ 'DRAWN BY _ 1 1M R &SH ._ , z � io Lu LO E C � _ a w W 1 I KITCHEN _ M 5 z Lam'_ _ � _ ,:..: . F.MEZA U LL m I I 10'4' CLG. 0 ¢ SOFFITALL _ PWDR RM. I r-- T , - Z Zen - I .: , „ ,.. „ I 1_ n ..1N -I ( n 1_ " 1 n. 1 n .1 " 1 „ N >.. :. `--"`� CHECKED BY z o I 10 8 12 -5 4 4 6 -9_ 10 0 CLG. 6 9 3 - 10 -0 CLG. 10 0 CLG. i-----------------t I i--i i _ _o ./ I - -- -- - - - - - _ LL 1-1 __ 0 11 I .VAN LEAVE 6 FLAT FFIT S C SO 1 r rr Ln 1.,, _ 42 HIGH RAILING W u, Lu u� ILLI LL w 2 4 I 10"X10" v 4 6 i I 1 1 to F d o o> M I BOTT. @;9 0 _I PICKETS SPACED TO 1 to ILII 1 - r � AIR v " SCALE o r �I = OF BREAKFAST "'m ' EF. -� ® MT REJECT A 4 DIA. SPHERE NOTE: I 1 1 z w : I �I �, _ - -, �¢ : III 1 - JUMPER m a > rn J PACE AK T I r--rr AS NOTED -0 u� — ,,, _ UP CONTINUOUS HANDRAIL MAKEUP TRUSS , ,. , , AREA` _ 0- 03m I o �I DWNJ HALL DROP CAB r1 SE 11 � L CATI N IN THIS 7 �_1 , 1 11 36 ABV. NOSINGa 1 0 CLG. .-, _ o � @ 0 _ i00 I 6 , � � J I ' 1 _0 CL _. ZONE 1 , N o . ABV. 1 AREA LL. L. I 1 t0 ,_ 11DDLO ZWNK 1.L I II 1 1 11 � 1 1_ 1 LT1 . n i .:. I i-_II 17 O O H I I -1 20 8 r, J 4 4 6 9 23'-0 =rr� SHEET DATE v o I PROVIDE SHELF ABV. D. R &SH— wlw 1 1 11 LINE OF 4 — — 1- — — — _ �1> _ 03-27-15 Lu.cn 1 BOOSTER H I - N ,: ( TT Lu I I BALCONY ABOVE �.. _ A +IN 10 2 10 1 = II, ti o f x v o A3.N _ THREE CAR �m 1 "_.LL GAS COOKTOP p �, FAN , ¢1¢ -rr= SHEET REVISION INFO cF I I O� aolL u� C91 I 1 : 11 0 o z = s, L== GARAGE 1� 3 LL-LL o I I N o A _ r , ,1 M ,� 0 __ _ RFI #109680 SF 06-04-15 Lu m'0 O -- -- - - ti� c9, :o LAUNDRY I 1 1 13'-8" 4 -4 I 10 -0 CLG o I rr olo II 1 _ — m 101,01rCLG. CRY of `n °-'i0 Lu z (n o . �� n 1 W.I.C. zl 1 o cn o cD 9 SPA u 10' 0" CLG Q � nom ' " dao �'•, 8 � V Iz Lu z I - 6 O 6 m.. 2i . - t0 7 ,m W Off. .. 8.:: — N I , .--I 1 Ir 1 11 1 11. :ii Y - a.J 0 r R SH z = o W, I 4 7 3 2 4 4 I 1�t 6' �1N N I _ Ir co I �__i� a, SET REVISION INFO ll.l �. 1. 1 �\ -0 N 1 I I I I = N O cn J w I BOX BEAM - .. zl¢ _ I t11 ' 8" 1 LINE OF l ==rr= LU 1 - 1-91111 H 0 � TO COLUMN oe v 1 I 2 © 63 8 { FLOOR ¢ g �' r WIDTH TYP. 2 -0 I m M ----------------- ca � a - (7 0 w 1_ lr1 _ ABOVE z i TYP 1 1z zp > I � m _, o I- � `n O I I FLAT SOFFIT FLAT SOFFIT BOTT! @ r � _ - f I 1 11 , „ r n.... .._ z v m 1 - I I BOTT. @ 8 -8 A3.N 10 1 O u, 1 L__ L SHEET DESCRIPTION o z !~ u, COVERED I _ = r--rr= W.tn 1 -1..z I Lel. _r - _' I :. O ZD V O >LI, I 1 ^ - Ln u- ^ ":I. l(7 I II I II 1 11 1 11 _, _ , FIRST LU O - ml (7 .-1 I n d 6 1 1 0 13 4 5 0 5 x ... I _ �o v Ln F z w;� I 9 8 CLG. O - ¢l1 I L__LL o I' MASTER BEDROOM = p , FLOOR PLAN _LO Z I gl %. 1 n 1 11 O I O pll. Q w 8 -4 TO 10 0 5� 0 o ILL PAVERS x o of r- rr o Lu e> v I 10 K _ O 1 ¢ COFFER CLG I vI rn w L-LLL AND NATES CD MAS ER 1 - 0 1 91-411 II z z z I N $ I I ozS _ 6 WATER SOFTENER C9 1 6 I L 1 1 w i U J BA H ..1 , t 1 �o 1 ._ 'I` LOOP ------ -511 � W = v, I I m I 19W.I.C. 100 CLG 105 - 44 220 ¢ 1 1 I1 a o m z 1D 0 CLG. _ ==rr� PROJECT NAME Lu - - -- -- -- - -1' LLII 1 I oc cn m_ I - -- - -- - — _ oll ==rr� Z I = N w --------- ------- ATLANTIC BEACH pu¢Jzu, ) �o zl - 3 o - - - --= - - - - DR SH K S = N ____ o & / --1 f AMBASSADOR ._ .::. ....._ ....._..... . ........ ... .. ..... .... .. ... . .. .... . ....._. . . . . ...... .... . .. . .. . . . .. .. .r.. .. . . . . . ... . ..Lu o W DUVAL COUNTY L 6 0 HIGH ® O I OH I D OA HB L.1- z O Luo PRIVACY WALL 1 TANKLESSGAS 1 1 TRELLIS SEE LOT/BLOCK 119' U) z Z' WATER HEATER ELEVATIONS FOR 4 p p cn TBI NUMBER 119 J.Z Z I 1 I 111 1 I 1" 1 I 211 1 DETAILS III 1 II I 9 I „ I IF - - - - � 11 1. 1 E a ` • Z o - 11 1 3 0 l 14 6 1 A 2 13 2z 7 4z 14 54 3 -10 - AREA CALCULATIONS: SHINGLE m o 15 MODEL Ln zWaa �, 1 11 1 IE 1ST FLR A/C LIVING AREA: 2,836 S2. FT.' ry ¢ O az c 12'-111 63 1 4 10 w ¢ 2ND FLR A/C LIVING AREA. 1,484 S . FT.' 2-p d CATALINA o w w o Z 80' 0" TOTAL A/C LIVING AREA; 4,320 SQ. FT. 1 LwvZ ¢ : . ENTRY 86 S . FT. ELEVATION NAME Ln z w W O 2ND FLR. BALCONY:'' 98 S . FT. 0 0 o B 2ND FLR. REAR BALCONY: 216 S . FT. W SHINGLE cn A7.6z COVERED PORTICO: 50S . FT. ¢ = 3 ,� COVERED LANAI: 491 S . FT. c N I Z o GARAGE: 683 S . FT. T p UNFINISHED MECH. STORAGE 66 SQ. FT. c-n vi L" FIRST FLOOR PLAN TOTAL: 6,010 SQ. FT. z SHEET NUMBER w � 0° Q Lu 1 Q M o SHINGLE LE. 1 0 SHI GL SCA 14 L CO ADDITIONAL NOTES, DETAILS & SCHEDULES A2 . 62 owcjwtz •• o o CAN BE FOUND ON THE A3.N SHEET. w , W J Z J LL o acro J ERIAL NUMBER` 1010.0 : tt11NEI=MYXNGWU5 EAPMDESI MMNU WWIN6 OMWNGCONPIIES w1I11T1E RPPLIG&E MINWUH BUILDING . e ip➢EIN fffLitAS OF WtEOFCFA11fIGilON B6DW. Ln JUN n 8 2015 N _. �W g =o A7.62 oc m 74'-2" uR 12 -111141 189 141-611 149 - SHANNON M. VANCLEAVE,AIA. AR 97080 1'-011 11'-111 4'-3" 6'-011 4' 3" 9'-811 51.11 U-z III 3'-7" 11-6" p z - z ao � _ LO C) Lu n 1 W - - - - - -m T =:I un 0- I I - - - - - - J { 1 w o3Z I I I I P' H w = a I I I I I H o Lu pF o W I no = a z I I ROOF BELOW I SHED I I s; Lm o I I ROOF I 1 o w z I 0 > 0 VIPx D wa ® WEU 5 v v'z 6 g/ I I q a w a rn 1 1 co 1 I r, a A z v ROOF BELOW f I , W � o CONTINUOUS HANDRAIL I 1 a, vI N I I_ @ 36" ABV. NOSING OPEN TO I ` I A z Z - FOYER BELOW 1 x o 0 0 = Q � _ 20'-5" CLG. F- �. q P VI E 12 MIN. CLEARENCE FOR - I A ... 0 W o � - — - —1- - — - — - — - - - CON ENTIONAL SQL PE FRAMIfT� ; -' � A7.6 _ I CRICKETAS M _o A7.62 I— zo a I REQUIRED I o o I 13'-6" . ko 611 ao � I 1 �, _ o a I I , `° OAK M U � m W o ofIL a 11 s I ROOF BELOW J CRICKET'' 2 -6 J V .. �\ J no Zn w ,I DRAWN BY Q.. ,�_, I /. . A3.N , ,. I \ :\ O,� I cn F.MEZA z z® [21-2 ( I zo CHECKED BY hoz I -- a I �` MECH / STORAGE - ---- -- - ---- - s.vANCLeAVE = W I I UNFINISHED 6 U # 41.9" Tse o r I I SLOPE CLG. - DN 3'_8° 51.114,, 9'-62M 13'-7211 SCALE m a > ' 1 FLAT SOFFIT cc z W I <\' = _R R & SH - [i O `� I 36" HIGH RAILING W/ AS NOTED J o o I I ATTIC _ ---- c> I 42" HIGH RAILI G W/ — I :�tRH SEE PICKETS SPACED TO li o a 1_ _ I I ELEVATIONS FOR E- W i I 16 ---- -- '- -1 PICKETS SPACE TO 11 � I I " ACCESS � ` Up FLAT SOFFIT 1 c REJECT A 4" DIA. SPHEF ; O �' 12 I BOTT @ 8'-011 °O REJECT A 4 DIA. SPHERE a7sz I DETAILS ' SHEET DATE 0 o _ I I 8'-711 11 10'-3" I 23'-1 51.711 I io 03-2715 ,-1 - ,� - _ HEET REVI I N NF 0 1 m S S0 I 0 O F 42 HIGH WALL I I LOFT I 1 I a o z cn I c 5' 4" 3'-3" <r fo o En in r o I 1 9 -0 CLG. ;D d MT 13 I I = 0 I#109680 SF 06-04-15 m I — _ I I COVERED 1 Rf o LU o � 12" SQ. COLUMN---. I \ _ R & SH GAME ROOM -411I BALCONY Q aN z (TYP. OF 2) SEE \\ �o I - - - - - - - - - 9'-0" CLG. I VAULTED CEILING r m ,z 3 ELEVATIONS FOR ------ - :< - I— m _j g - 91 -------- ..... _. 18 . _ 0 I _ W Q o o DETAILS °' - - -FlS9FI _ R & SH14 ,,, - -- - - - _ SET REVISION INFO M — _ - - - -- - _ — 1 Lu 3 L6 J W M I 1." Ln N ..14 N I : 01 :;. SLOPE @ z a = I 7'� O 101.611 31 18 5'-8" 3' 3" 10'-3" io 18'-411 4cuej '-9" I/s" PER FOC T aa � m I M 6 6 I nr SLOPE @ 1/8"MIN.To 18 E FLAT SOFFIT c9 cc w z �� / O O m o > I 1/4 MAX.,PER FOOT 1@8 - cn o 3 W o I - -- :.F .. I=- U '=' 22 I IL SHEET DESCRIPTION rnw zI -------- 1 - 7: Lu z I 4 ,., 2'-4" 10' 4" U) W p COVERED BATH 4 ----- - SECOND _ w o I 1 11 -- DECO COLUMN TYP. OF 4 SEE z , 1 13-9 - 2 6 5 9 0 CLCD 13 -6 r : 5 -8 I W , I BALONY o 3 -o p9'-0" - — - - - - I ELEVATIONS FOR DETAILS FLOOR PLAN m � az � I CLG. _ Q W : ti v-1:. MT \ 1.. _I 11 11. p o co _ x 11 > BEDROOM 5 r, 18 WALL W/ 18 RAILING. AND NOTES W _ O ;I. .. BEDROOM 3 I 0 S a c 11 15 BEDROOM 4 1 : I z z x p 9 -0 CLG. 0 -- - ,,, z azez 9'-0" CLG. I 14 <9 -0 CLG. _ = 1 REFER'TO ELEVATIONS FOR cn ¢ I - o, 1 DETAILS TYP. OF 2 W L a - SIM. = - ( ) w = `� I - NOTE: 11 22X34 ATTIC r 1 0 0 —- - - - — -' - PROJECT NAME ap � z rn _ = I .- -� � O _ v 4 CURB _ ACCESS �I I _ �, 0 ATLANTIC BEACH w z z FLAT ,1� - 20 _13 0 - o o W 1 n, `° I p , SOFFIT o-, I I "r; AMBASSADOR � � p I _ a, I I p = = I -- - m - L6' NL m I Lu DUVAL COUNTY En - - - -- - - ow n ~ CD I zoW � r, = o LOT/BLOCK 119 Nw H r z zo z W 42" HIGH RAILING W/ OA ( OC OF © BATH 3 !' z o Z 9 -0 CLG. TBI NUMBER 119 E 0- . z g PICKETS SPACED TO AREA CALCULATIONS: SHINGLE MODEL L = LU o REJECT A 4, DIA. SPHERE IST FLR A/C LIVING AREA: 2,836S . FT. 1 5 0 9 -10 9 -4 16 -4 1 -9 3 7 11-6112ND FLR A/C LIVING AREA: 1,484S2 FT. N w Q i 1- 11 11'-111 121_ 11 1 11 1 11 1 1� 1 11 1 �1 1 11 Z 1 CATALINA o W w o z TOTAL A/C LIVING AREA: 4,320 SQ. FT. . � ' 12'-1 55'-311 wIr_ za 6' 1011 ENTRY 86 S . FT. ELEVATION NAME LO z u w LLO _ 11 2ND FLR. BALCONY: 98S . Ff. ' .-1 W 74 2 2ND FLR. REAR BALCONY: 216 S . FT. SHINGLE N n w COVERED PORTICO; 50 S . FT. ` W a Lu 3!: LL COVERED LANAI: 491 S _ FT, o i cv E= B GARAGE: 683 S . FT. z = ? o UNFINISHED MECH. STORAGE 66 SQ. FT.- Wuw) m A7.62 TOTAL: 6,010 SQ. FT. SHEET NUMBER m pZosc~iI m W SECOND FLOOR PLAN ADDITIONAL NOTES, DETAILS & SCHEDULES 2: ca tz A3162 W J � J u SCALE: 1/4"=. 1'-0". 'SHINGLE J o o ,, CAN BE FOUND ON THE A3.N SHEET. w Io aU �- o J ERIAL NUMBER 1010.0 it 4 romEe�raFxraimnEGcg,rE oawx Gecimaxiws gUWQG[GMXIES WnXmEMNGBIEMINIXxX BIGIGWIG cace x Evrecr�awre oe�nnunan eeimv. u) („j N N (Z � 0 7 ' 02 m 0.0 400/1 . SHANNOW M'-iVAN�C-;#AVE.AIA AKPOB0,- I z w 42"HIGH RAVING HANDRAIL FLAT SOFFIT 2ND FIN FLR. o WrrH BALLUSTRADESSPACEo 2x12 WD. CARRIAGE FOR OPT, BUILT-INS O Z TO REJECT 4'SPHERE z� W (3 REQ D.) 4'-10" 6' 6" 4' 10 FLOOR TRUSSES BY ENGINEER 0 � = TAIR RAILING AND UARD RAILING NOTE - - - - - ■ C), z co ll'-4 3/4" I 1 I ua M o TAIR RAILING AND STAIR GUARD RAILING TOP OF MANTLE I I CABINETS AND a SECOND FLOOR 03 a Lu z HALL BE CONSTRUCTED TO WITHSTAND A I' TO BE 60" A.f.F. 1 o APPLIANCES ARE FOR a F $ ■ _ m ONCENTRATED LOAD OF 200 POUNDS APPLIED i i o REFERENCE ONLY o Q E~ ° ,�, F o 10" ; NOTE*18 RISERS @ 7 5/8" T ANY POINT ALONG THE RAIL IN ANY 1 oO A ■ Lu �`` d 17 TREADS @ 10" IRECTION. IT MUST ALSO WITHSTAND A 1 U W g 0 0 = NOSINGTrP. 1" � - * NIFORM LOAD NOT CONCURRENTLY WITH THE 1 I CS ■ � � ° z x � � ACTUAL STAIR RISERS ONCENTRATED LOAD OF 50 POUNDS PER ■� ■ w >' o TREADS co TO BE VERIVIED BY 1 tp g > CONTRACTOR IN THE FIELD INEAR FOOT APPLIED ALONG THE RAIL IN ANY 1ST FIN FLR. 0 � p (NOMINAL) I I ^ IRECTION INTERMEDIATE RAILS AND POSTS - ■ ■ 2u o C TYPICAL Ua TN-FILL SHALL WITHSTAND A HORIZONTAL lk MASTER BATH FIXED GLASS � pC O " z �� 00 OAD OF 200 POUNDS APPLIED AGAINST ANY MODERN FIRE PLACE pp a O �¢ o ONE SQUARE FOOT AREA, NOT CONCURRENTLY DESIGN FOR REFERENCE rr w z r u w ¢ ITH OTHER LOADS. ONLY A .e L 0 0'-0" FIN. FLR. a A w w = zo WD. 2x4 STUD STORAGE FIRST FLOOR 1:4 04 �: 2 vI NAILER WALLS A xaL G $ Woo ■ wA o i ET 2 E 3 E BATH DETAIL SCALE 1/4 "=1'-0" SCALE 1/4 "=V-0.. SCALE 1/4 "=V-0" ot LU �.N �.N �.N OO J V d m in Q o 0 - 000.0 w DRAWN BY c¢i LL m F.MEZA a CHECKED BY Lu 4 S.VANCLEAVE SCALE m ¢ > AS NOTED J O J '. O W (=!I 0 0 SHEET DATE ce 03-27-15 15 Lu oz SHEET REVISION INFO Z o I ' I w Lu m Lu r- ovI o O (A0 (D co mmw3 J 0 Lu w SET REVISION INFO 0 J W DOOR SCHEDULE Lug 6 6' -0" DOOR TAG ® w m DOOR CALL-OUT 'z0 > F- w o TYPE SIZE REMARKS ow z T SHEET DESCRIPTION N w LOU zo 4 I N S U LATI O I V SCHEDULE 1 THERMA TRU INSUL. ENTRY FRENCH 50OR 31-011 X 81-011 TEMPERED z Lu E ' TAS EDROOM z O.H. MET R FLOOR PLAN w.� SCALE 1/4 "=l'-O" LOCATION TYPE R-VALUE U.N.O. AL GARAGE DOOR 8 0 X 8 0 c o A3.N NOTES SCHEDULES o a w zo CEILING @ LIVING AREA FIBERGLASS 38 3 O.H. METAL GARAGE DOOR 16'-0" X 8'-011 vi = o EXTERIOR WD. FRAME WALLS FIBERGLASS 19 FIBERGLASS DOOR SOLID NOT LESS THAN 13/811 & DETAILS 21-811 X 81-0 W Q Q WALLS TO LIVING AREA 11 4 THICK OR 20 - MINUTE FIRE - RATED ceW x Z 5 HOLLOW CORE DOOR 2'-4" X 8'-0" PROJECT NAME w Ln W TAG `n' n' 6 HOLLOW CORE DOOR 2'-6" X 8'-0" ATLANTIC BEACH 0 0 w WINDOW CALL-OUT • ` I '" D O V V SCHEDULE S H 1 V 7 HOLLOW CORE DOOR 2'-8"X 8'-0" o AMBASSADOR `rl' in , 8 HOLLOW CORE DOOR (2) 2' 4" X8' 0" Un w TYPE SIZE REMARKS DUVAL COUNTY z o w 9 HOLLOW CORE DOOR 11-411 X 81-011 w = A SINGLE HUNG 25 36" X 62" EGRESS / LOW E'/ VINYL 10 POCKETSLIDING GLASS DOOR 16' 0" X 8' 0" EXTERIOR/ TEMPERED LOT/BLOCK 119 cn M Z Z u_ g z o Z Al ARCH FIXED GLASS TRANSOM 36" X 20" LOW E /VINYL 11 HOLLOW CORE DOOR 2'-4" X 6'-8" TBI NUMBER 119 E o z 0 B SINGLE HUNG 24 36" X 49 5/8 LOW E / VINYL MODEL 0- Lu 0 12 HOLLOW CORE DOOR 2 8 X 6 8 INSULATED zw .� ¢ T M F a w ¢ C FIXED GLASS 32" X 16" LOW E / VINYL 13 FRENCH DOOR (2) 2'-6" X 6'-8" EXTERIOR / TEMPERED GATALI NA LL' w o z D SINGLE HUNG 25 (3) 36" X 62" EGRESS/ LOW E/ VINYL 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" ' M � X.r ELEVATION NAME Ln z v ILu o E FIXED GLASS 20" X 30" LOW E / VINYL 15 HOLLOW CORE POCKET DOOR 2'-4" X 6'-8" N -q� e o F SINGLE HUNG 25 (2) 36" X 62" EGRESS / LOW E /VINYL 16 HOLLOW CORE DOOR (2) 1'-6" X 6'-8" Lu ALL W c ¢ _ G FIXED GLASS 36" X 16" LOW E / VINYL 17 NOT USED (� viF0r- Q, W H SINGLE HUNG H34 25`1/2" X 49 5/8" LOW E / VINYL 18 HOLLOW CORE DOOR 2'-81' X 6'-8" z SHEET NUMBER LOU Z F I NOT USED 19 FRENCH DOOR' 2'-8" X 8'-0" TEMPERED Lu a o cn K FIXED GLASS 49" X 72" (TOP @ 8'-0" A.F.F. ) INT. / VINYL / TEMP 20 GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPERED _G m W L SINGLE HUNG 2843 31" X 49 5/8" LOW E / VINYL / FROSTED 21 NOT USED AIN � z _ u a a o 0 0 / 22 FRENCH DOOR (2) 2 -8 X 6 -8 EXTERIOR / TEMPERED w J M SINGLE HUNG H35 25 1/2 X 62" LOW E VINYL W 0 _jj PERIAL NUMBER 1010.0 NOTES : MINE xBTWIV MMVLm4 ME 059Q1 OEWTEI)oxM3 oxxWDE N EM2.M WTIEEWaRM V xmmxuxEM. caxE�x EnEcrufso.�tEar®�anox eEiax. NU .. _. Cl z 9 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY 5.3.6 2 INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS 4 _uJ5.3.6 NOTED OTHERWISE, t1 Y L ,7 2 5 c� ROOFING PERca 5 a CONTRACT (TYP) -- ----_ 5.2.6 - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH --- O o 502 i ELEVATION. c� ~ 3 "CORAL-LIGHT" OR EQUAL PRE-FINISHED 5.3.6 srAvvor d..vnu Leave,nin 5.2.6 7 'AR 970$0 2 5.3.6 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. 0 701 5.2.6 - CRICKET AS REQ. i � 3 U.N.O. Z z 5 3 6 -- --- -- 5.3.6 PRE-CAST STONE APPLICATIONS, SHALL BE STONE CAST FROM FOAM ¢ TYP• - FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. z u) jQ Lu Lu o TOP OF PLATE = 1X4 CEMENTITIOUS TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST ■ a m TRIM INTO THE UNDERSIDE OF THE OPENING. rn oLZ � o — i Lu I- 1 -4 1X6 CEMENTITIOUS METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO J w z¢ �41I TRIM W/ 5/4x SILL TYP. BE FAUX WROUGHT IRON ALUMINUM. `� E" ■ W 4 CEMENTITIOUS TRIM H o w F o @ CORNERS (TYP.) u H THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p q Ch 5 LI A MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. U w z = 5.3.6 ■ 8 ¢ ® ® - - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE ■ w N - �® D QNOW - SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN p j p 2nd FIN, FLR. ®� D ®� ___ _ TO PLATE WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND - • --r Z -- - --- -- --- ------ --- - ' - - - — ' - - - - - - - APPROVED PRIOR TO INSTALLATION. x o �* TO PLATE F HI G - r -- -- --- 7- U . a p ' LU ¢ zoN -ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a O r¢ c LIGHTS WITH TOLL BROTHERS P.M. /� w Z A ypQ�� Z II - _ a 11-611 CID t44 IE WItNA �+ Cie !E Z < 1F_7A q7 7 7A ' °° wN o 5.3.6 c� I t-J r C ceo � I I 0 0FIN. FLR. lill v 9? C.2 — - - FIN. FLR. w0Ln a v p . -- --' DRAWN BY a o .000'1' X 8" CEMENTITIOUS 1' X 4" CEMENTITIOUS FLASHING w w wm TRIM (TYP.) TRIM (TYP.) 2 4 6 9 1 RMEZA z 5.3.6 5.3.6 5.3.6 5.3.6 5.2.6 zo z P. CHECKED BY ¢ S.VANCLEAVE Lu Lu FRONT ELEVATION m Q w SCALE: 1/4 V-0.. SHINGLE SCALE AS NOTED Joy �_ ¢ R w N ' 0 0 �Q I I SHEET DATE c03-27-15 0 ce ROOFING PER SHEET REVISION INFO LU m o CONTRACT (TYP) ~ wzcn z n o C7 ¢ jzLLJ L R. co ca Lu CRICKET Lu Z = o w AS REQ. SET REVISION INFO o V� =TOP OF PLATE �- w z F gc m 1'-0° 1r_On (D Ce z p Q _� � �'�-�� � SHEET DESCRIPTION ZZ _ UO v) 8 o FRONT & SIDE = zoo 5.3.6 h � F SHI G r � o —] a Z - ELEVATIONS W C) 1 W V a AND NOTES z z = z - - - - TOP OF PLATE J ¢ 2nd FIN. FLR. - - w o Enzo M�a TO PLATE --- PROJECT NAME - - - - - - 11- ATLANTIC BEACH O D Z W ---- 7T d AMBASSADOR a.j Q. W 1=— mld' 1 0LLI I O O DUVAL COUNTY 0 -Uri LOT/BLOCK 119 Ln O z14 O g z o zTBI NUMBER 119 Go Eo G o _ p MODEL co ¢ ^ i ¢ - - I o v z w ¢ ATALIN a I C A ,—I w..o FIN. FLR., ;FIN. FLRLu . Lu ri ELEVATION NAME z ¢ WLU u- Ln I C7 r . U o -----' Lu SHINGLE awV) Ln CD vi 5.3.6 5.3.6 5.2.6 5.2,6 5.2.6 Q z = z W 3 m ¢ SHEET NUMBER oz "'cc F- IGHT_ELEVATION REFER TO SHEET A5. 2 .62 AND ASx3x62 _ Q Z CO scALE. 1/4 - 1 o SHINGLE METAL ROOF SYSTEM � A 5 , 6 2 W :121 j Z J FOR ADDITIONAL NOTES AND DETAILS Lu ¢ OOO J ERIAL NUMBER 1010.0 TO ME BEET OF MY CMOWIEOGE,THEOMEN OBBICTEO ON Mg o0.4WWGCCMM INFMH THE APPU�BIFMIMMUM FLUME �.v CODEI}{E{fECT'+I 1OF 8 O2 15 OEMRIMTON BELOW. (y ,_________-T_____________ __:—__________ ___ ____ _________--_ ___ ____ ____ i W fi = oce rn r., \ OU OO I I SHANNQNM�VANCLEAVE AIA I I CRICKET AS REQ. .\ p z /71 ROOFING PER . ;:. . . . a cn cn CONTRACT (TYP) Lu En Lu j_j ce 2E O TOP OF PLATE I 1 a N p 1- TOP OF PLATE p �" r 1 I CRICKET. AS REQ. , L': / , LU Co �.- I . .. .: , : C , W � r-, , . „ . i ......:..i..I � . I �.',..::. . : ... l: . I �.....i_I � L._IL......:.. I' 4 '. r��l ® y' IJJ I I 6 3/1/2 pOx �(',.,- �eLpp....,—+ O 5.2.6 I c3 tp qn! __--_____1_____-_ Lu go > �. I I wOE I i I UNA I I1 5.2.6 1 IC Zw ¢ TOPOFPLATE ( 1 I 1 I a ►. w o --- - - - -- - - - - ;a - - _ — I W z oC W z mlv --- �I U ¢ v ---- TOP OF PLATE r: o Lu O - - — - - - - - - - - - - - - - - _ 3.12 / ce X3- 01 TOP OF BEAM: 1 a oe I ; .. I I-ti I iV/ I cv 1 �1I� A c : — J III co N. e _ _ O ¢ '-' 1��, �_ h o U! oo J. 5.3.6 co c U ._ t co m o ce RIDGE VENTS PROVIDED AS REQUIRED BY T Lu O cn t. ,...I.� I,.. U TOLL BROTHERS P.M. o { II . I1I I1 : �• 1 11 . p C 111 L . , C CI I ...- 1 l_I ll I. , 11I_.IL...., 1, C .1 _ ...... o vI !. . . I .I 1:1 FIN. FLR. DRAWN BY z w FIN. FLR. \ ¢ °C w - - - � _ - - - - F.MEZA Uw .m I .. z z p `-----' „ CHECKED BY ' cmc ¢ 10 4 CEMENTIiIOUS 6 CEMENTITIOU$ TRIM 4 CEMENTITIOUS ROOF SLOPE PLAN SLOPE 6. 12 U.N.O. S.VANCLEAVE' 5.2.6 TRIM (TYP) W/ 5/4X SILL, TYP. CORNER TRIM (TYP) SCALE: 1/8"= V-0" SHINGLE SCALE m a'> AS NOTED REAR ELEVATION 0 0 � SCALE:1/4"= V-0" SHINGLE RIGDE VENT CALCULATION: SHEET DATE ce 4,526 sq. ft. CEILING AREA = '30.17 sq. ft. (REQUIRED) 03-27-15 Lu o 150 SHEET REVISION INFO F ROOFING PER a o z ti CONTRACT TYP 1 RFI #109680 SF 06-04-15 LU r O ( ( ) HpCa cn Lu z vi � p � OU r- Q !i }• W Z ' pca Lu J I--• •• , ( ( I I L i i I I I I, z x SET REVISION INFO W Ln p w LU 1 5.2.6 LU U F- 1 oc _ _ �: _ _ _ _ I,: __ _TOP O PLATE ¢ a � m 2 z o > z 5.2.6 --- O Lm zv 1 , : : I a:. v, SHEET D :�U _,.::�.�L.:1;.-1.�.:_,- � I,��:, I DESCRIPTION a � W � .- N p Z u, REAR"& IDE ' ' Ur W O I I (. ® 11 ILI I S - , J1 L : :e.�-, N a :: I I ELEVATIONS ca caZ I ! �� . ;, I .. „ , I BALCONY FIN, FLR. W a > 1 o ROOF SLOPE PLAN Lu(n J ¢ D4 I D0 cn _ o ; _ _ - - 2nd FIN. FLR. PROJECT NAME W z 2nd FIN. 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Lo U CD 3.1 JUN 08 2015 N Z Q LA aA5.262 3,1 PAINTED _ 12LU " DIA. REFER TO DETAIL 2 ON CEMENTITUOUS L9 o� 12 DIA. ROUND SHEET A5.2.62 A5.2.6 COLUMN WRAP m ROUND _ FIBERGLASS `y FIBERGLASS a � 'WRAPPED < . 0 0 WRAPPED COLUMN M REFER TO COLUMN - HANNON M.VANCL'EAVE,AIA DETAIL 6 ON AR 97080 rLZA SHEET A5.2.62 co cn = B 00 . z o ^ 2nd FIN. FLR. z zo BALCONY FINISH FLR. 0 T Q o a _I E, zo � w CEMENT co W 1x4 CEME TIOUS 1 -8 Ln Lu BAND: N 36 HIGH RAILING W/ 3.2 7 a, a „ m BALCONY _ _l 5.2.6 12 p w SHINGLE cn PICKETS SPACED TO A5.2.62 FINISH REJECT A 4" DIA. SPHERE 3 * � w N � FLR: I � •-� a o w FINISH FL OR , . 2nd. FIN. FLR. LU ca 3 BALCONY RAIL DETALL w o co BALCONY FIN. FLR. o LtL Lu _, SCALE. 1 2 - 1 -0 „ -- - o z o F 5.2.6 / 42 HIGH RAILING W 3.2 I L IEg � z PICKETS SPACED TO A5.2.62 w 3 o REJECT A 4" DIA. 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FLR. � 0z 0 0 — DRAWN BY w W s ENTRY DETAIL F.MEZA z o „ CHECKED BY 3.1 RAILING CAP DETAIL 3.2 RAILING BASE DETAIL 5M2:6 SCALE: 1/2 = 1-0 0c v' a 5.2.6 SCALE; 1/2" = V-0" " _ 5.2.6 SCALE: 1/2 - 1'-0" S.VANCLEAVE z'uj 4'-3" SCALE AS NOTED J o J \_ QLou p o v� - SHEET DATE 'i +IN 03-27-15 cn L' �' �, " SHEET REVISION:INFO W O z = _ 8" �, ORFI #109680 SF 06-04-15 = m o TRIM BAND 00 d = � cwAOC�7 N r m W o _j . 0 1x2 TRIM TRIM BAND DECORATIVE' _ 4F,` Lu _ ,,, BAND LOUVER 1 .911 1 X 4 CEMENTITIOUS SET REVISION INFO cn W m TRIM (TYP.) 1x4 CEMENTITIOUS w,Z v SQUARE COLUMN TRIM a g Ln m WITH PAINTED 0 � w Z 00 CEMENTITUOUS SQUARE COLUMN o > o BOARD WRAP WITH PAINTED, cn p o S UARE COLUMN '~ CEMENTITUOUS 5 CUPOLA `DETAIL z _ N ED = BOARD SHEET DESCRIPTION w z m W�H PAI T 00 _ o g w cn _ CEMENTITUOUS 5.2.6 SCALE. 1/2 - V-0" m w o z m 00 BOARD WRAP FIXED GLASS v EXTERIOR � zw � s 1' 511 ELEVATION ca c Z W Q > $ 5z" j DETAILS rUQo w c� J z 11_0° 11-0" (n MH J Q av=i z o Lu 1x4 TRIM 1. 21. 1'-2'F / r, PROJECT NAME U) BAND TRIM BAND M ce Q cn Z BAND TRIM FYPON ATLANTIC BEACH o p w 2nd. FIN. FLR. < FIN. FLR. BRACKET-----. _ /AMBASSADOR L - _ FIN. FLR. _ �, wsdQ � LR. _ "� 00 Ln BALCONY FIN. F d. d- b cn w _ '" M� - DUVAL COUNTY r, zOWX -' 14" o m o / LOT/BLOCK 119 w rw a IV _ RADIUS F � ZOO O v, s - u TBI NUMBER 119 A .-iIN � g , m zo o ni 1 ,.., MODEL - 0 obzF .� .� II, ` ■ -a Z w O � p 2- 51, S n 311 ., Q a �, 2 z $ 9$ 4 FRONT VIEW ; CATALI NA z _ _ alC4 uj � w o z 1 2. ❑ FE] 3' 0 ELEVATION NAME Q z W w o r o. 1' o" SIDE VIEW �— � o I_ '1 1 11 w SHINGLE gcn � �, 1 .2 1 2 a s � WALL ATTACHMENT U) a z x Z p 6 REAR COLUMN PER STRUCTURAL 5/4 X SILL � ~ ~' z _ 1O REAR COLUMN z SHEET NUMBER c" m 5.2.6 SCALE 1/2 - 1 0 Q o z °u' m 1x6 CEMENTITIOUS 0 p x 5.2.6 SCALE. 1/2 - 1 -0 _ a BRACKET DETAIL 9 SHUTTER DETAIL TRIM wmW A5262 F-• z � u 5.2. SCALE: 1/2" = 1'-0 A5.2.6 SCALE: '1/2„ V-0" _ � ooLL W ERIAL NUMBER = 1010.0 au 0 EJ I - : m11Ee�roF Nralowlma£,nlEow oclEo axnlvs 21-411 ORRNING 9P BW HT ERF%reweMP PNN RN DING mM 6FECf hS OF M1EOFC6tlIFIGl10X BELOW. Lo V N LU 2'-611 MAY 0 m N 4111 4 J 9" ROOF PER 2X4 OU4 23" CONTRACT 2X4 OUTLOOK ER 00 4Se 4 METAL DRIP 2X4 LEDGER40 \. 10 � . _ �.. -� - SHANNON AR 97080 SAVE,AIA N L^ c __ ❑ 1X6FASCIA / ,p� '•-I ;� X -u; 1.1^ ESM ,~�N .tiIN J 0 w c'; i� - [tel VENTED SOFFIT TRUSS LAYOUT 0 60 BY ENGINEER z z 21_�4n 33n 1X4TRIM Q OEn _ ^ 45 oil Ln 0 _ II 11 TI II SIDING PER N WLJJ DETAIL B DETAIL B DETAIL "C DETAIL I1�11 ELEVATION 1-D *11 W m 1111 11_[11 311. 211 1z 5211 �2x MOUNTING SI DE VIEW W D ovERHAN .w�'�1u PER ■ ^ N L J S E VIEW SIDE VIEW SIDE VIEW o z TRIM USED AT o o SHAKE & LAP PLAN Fa a Lu W DETAIL 11A" �4° SIDING `I•.1 E I W SIDE VIEW 11 2 GABLE END w z DETAIL ALU 4 o 53. SCALE: 3/4" = V0" FRONT VIEW W $o i w z 0 i:u.. 0 ■ F m woo 21.611 W a zo 411 502 KEYSTONE a A C W o 4111 11.4311 5111 3 13,1 111 u w4 4 -2 5 1513.62 CEMENTITIOUS A Z a a z w a WOOD 'IN TRIM ; , .94a A w W = zo BRACKET 3 a • LATTICE - SEE z z DETAIL "C" ABOVE ti _ _ 6.1 b x O a Q ~ , �Mt*i ~_•, 0 II I II ..15.3.62 '" O o BEAM - SEE DETAIL a z 3 1 4 111 ■ a J11.Q 11 ABOVE r zU .yIN II Q - - 111 VVV I^ s o a -+ 4 10 , CEMENTITIOUS .IN o N TRIM z LU _ 5 GABLE END DETAIL o a m BRACKET - SEE r11N /�V ui o z DETAIL 11p11 ABOVE N 3 BRACKET FIXED 0 5.3.62 SCALE: 1" = 1'-0" GLASS ZoW 5,3,6 A SCALE: 1" = 1'-0" DRAWN BY ci LL Ln mWALL PER PLAN 'S SI ED TO MA CH F.MEZA SHUTTER PER z zo z 'P�,� HALF INDOW IDTH 4/A5.3.62 CHECKED BY �Q T ¢ 60 S.VANCLEAVE = wa TRELLIS ATTACHMENT �} SHUTTER D ETAI L c11 SCALE a W v, PER MANUFACTURER ' y 8 5.3.62 SCALE: 1/211 = 1' 0"co AS NOTED J o -j WALL ATTACHMENT ��- o _ PER STRUCTURAL 111 III 111 w 1 221 1 -5 3 22 lz 6 KEYSTONE AND TRIM 6. i KEYSTONE AND TRIM SECTION 0 Q. z II 1 II 11 V-0` _ II SHEET DATE. 0 5.3.62 SCALE: 1/2 - 1 -0 5.3.62 SCALE: 1/2 - 1 0 03-27-15 G o1 TRELLIS DETAIL 411 lZ" SHEET REVISION INFO = m 5.3.62 scALE: 1/211 ='1'-o11 Lu IN cn0Ln `� 5oz KEYSTONE ., � mW � 0 = W N 5.3.62 SCALE: 111 = 1' 0" SET REVISION INFO uj wzF '`h^ z o > z 1x4 CEMENTITIOUS CORBEL SHOWN FOR � � o o TRIM REFERENCE ONLY. w ROOF PER SHEET DESCRIPTION o g L257-'cn REFER TO ELEVATIONS cn w o z 111 CONTRACT w o z EXTERIOR o 31112 Q W o ELEVATION LOUN a 9 TRIM DETAIL DETAILS zz = z Lu c? J a 5.3.62 SCALE: 1" = 11-0" METAL DRIP 5- 'N = z PROJECT NAME W O .___ w (n cn Q z ATLANTIC BEACH 0 o z w = -1X8 FASCIA o 2X4 NAILER AMBASSADOR F o , 2X4 SUBFASCIA N w F 7a" WALL PER DWALCOUNTY z o w VENTED SOFFIT PLAN c;; LOT/BLOCK 119 3 CORBEL Z z Z 1�,1 211 TBI NUMBER 119 Z0 � 4 • cn p 5/4X SLOPED _ 1X6 TRIM E o G o q� v IN :-, 3, 011 MODEL s W ¢ SIDING PER 1' 4" LIM 2: _ CATALINA co E w :o Z rIN : -� -'JS :• 'y ELEVATION OVERHANG 0 V w ELEVATION NAME 5/4 X SILL z ,,, o in 11 X [1 4" TRIM @CORNERS SHINGLE O 4d I. b o z (TYP.) �W APRON Ln a = 3 � all 1x6 CEMENTITIOUS � 4O = TRIM M Lo z wQ SHEET NUMBER Lou 0 m WINDOW DETAIL 8 SHUTTER DETAIL poi OUTLOOKER & BAND o = � 5.3.62 SCALE: 1 - 1 -0 5.3.62 SCALE: 1 - 1 -0 5,3.62 SCALE: 1/2" = 1'-0" � A53o62 oZmu w •JooLL 0 au1 0 J ERIAL NUMBER 1010.0 MME BEA X MONFIEDGE,ME xEMN UFP61®MTIS ow,vnxc caxiv�swm�meuwceeu xxm�uxxumwc Ln caxE�x ErF�rnsawmar�nimx eaow. 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SPHERE ■ h FFER CLG. ■",►r� w O --------- ------ SEE SHEET A3,N FOR g Z W z INSULATION SCHEDULE �_ ■ 0 o 0 TRUSS LAYOUT x • o z -TRUSS ENGINEER C F -r-J I W Ay 0 i=_ _.1 y W s CABINETS AND APPLIANCES z A y o ¢ s J ARE FOR REFERENCE ONLY .. a W ll zcn s ; J COVERED r Z 01 n a LANAI z w s p o Ci LU LL_ Z Q: o oomo GOURMET KITCHEN BEYOND gFo e e e o 2m BEDROOM 2 FOYER � LIVING ROOM W o 14 ou z N BY . z w DRAW III III III III LII III III III III III III III III III 11.1 . 111 III III III III III III III III III III III III LII _ _ _ _ _ - _ _ - � - _ — _ ., — _I11-III III-111-111-111-III-111-III-III-111 I : 111 111 I: III 111-.111 III III III 111 III III III 111 III ., w F.MEZA I I II III 111 . .1 . 111 I III III III III 111 III III III III 111 11 : 11 III III 111 III 111 111 III II1 �. 11 III II m I III _..,. .,I{I_I I I_I I I_I I I-1:11-111_1 I I_ 1 I I I_I I I_I11= I = 1 = - 11=111=111=1 - =L 1=1 1=1 = _ _ - - - - - - - - - - - - - - z _ � -,� .- - - I- _ I I I I . III I _ _ LI III I I I I III III IIII I I_I I I_111_111-111_1 I I_LI I_I I I_I I I_I I I_111_111-I I I-1:11-111-111_111-1 ;, �. 1=III=III=III=III=III=1J1=1:11 III=III- ~~ o ,-111=111=111=111-111-I' -I 1=111=111-1 = -1 -1 1=1 I- -111=111=1 -I 1=111=1 = _ _ - - - _ - _ _ _ _ _ - - - z _ _ Ill _ IIIb _. „ III 111_111 -111-111_1 I_I 11_1 I_I 11-IIIIII-f I_I I_I 11_1 I-111_111 III=111=III=III=III=III-III-_ =11 CHECKED BY O z 71II III LII=III=11.1- n I-III-111-III-III- I=111=111=III=III=III=III=III=111-111=111=III=III=III=1111 _ _ 1=III- _ a 'I I1 I I-III 111,=1 L 1-1 I I- - - LI III LII-ILI-III II IIII- `� _ - - =111-111-III_III-III=111_111-III-III-111- - = =I -I -I I-ILII-Iii-1 I-111-111 III ''' -11 S.VANCLEAVE uj Lu R, =1 l 111111=1 L I_I 1=1 1 11 li-I 1=1 III=1 1=1 -1 -III III=1 1=1 LII 11 1 1- o >_ w 11111111 1 i 111 111111 11111 111 111 -1 1=1 1=1 I= .-I -111 n l-III=T1=1 n - -1 U 1 1 -III IIII 11 III-III SCALE m a > AS NOTED J o Lu _ A :)BUILDING SEC ION 0 o o A7.62 SCALE: 1/4 "= V-0" SHINGLE CEILING FINISH PER SPECS SHEET DATE 4 1 X 4 TRIM BEAM PER STRUCTURAL 03-27-15 "' 1" X 12" BEAM TRIM TYP. o TOP OF PLATE SHEET REVISION INFO a o z = 0° CONTINUOUS METAL PAN CEMENTITIOUS F- o Ln - SIDING PER ELEVATION - o w z I RADIANT BARRIER FLASHING OVER SUBSTRATE z � z AT THRESHOLD, APPLY cn z 2 X 2 TRIM PER ELEVATION r m z DURADECK WATERPROOFING cD m TRUSS LAYOUT Lu MEMBRANE SYSTEM PER a 1" X 6" TRIM PER ELEVATION MANUF. SPECIFICATIONS SET REVISION INFO Lid x o w BY ENGINEER 3 rn W Ln SEE SHEET A3.N FOR 8d NABS AT 6 O.C. o I _3 W DOOR PER PLAN z = INSULATION SCHEDULE g r 42"HIGH RAILING W/ FLASH UP WALL 12" a 0- s m METAL THRESHOLD MIN., CONTINUOUS c9 w w z PICKETS SPACED TO FULLY SEALED TO cn w _ REJECT A 4" DIA. SPHERE FLASHING PAN PER % 3/" EXT. GRADE MANUF. i STRUCTURAL DECK o W N RECOMMENDATIONS r SHEATHING SHEET DESCRIPTION L W o �1 0 - 41, I BUILDING z w DURADECK, > W o CONTINUOUS METAL PAN WATERPROOF SECTIONS o ¢ w p FLASHING ALONG DOOR FLASHING DETAIU, DECK MEMBRANE Lu _> u OPENING W NO SEAMS " FL #12407.1 & BALCONY DETAILS Z Z = OR SPLICES- 3" LAP MIN. T S Lu ¢ 36" HIGH RAILING W ¢ TRUSS LAYOUT-\\ WALL W = z PROJECT NAME a o c SLOPE �J � �� o BEDROOM 4 LOFT BY ENGINEER W zDi FLOOR TRUSSES BY ENGINEER I 1:48 MIN COLLAR FLASHING AT POST. SEAL AT ATLANTIC BEACH o M � � L N. II TOP OF FLASHING: w _ o FLOOR TRUSSES AMBASSADOR 11.2 uw SEE FRAMING P N w COLD FRAMED DUVAL COUNTY Z o LuMETAL DRIP EDGE _ o 2X CONT. WOOD LOT/BLOCK 119 rn z LL LEDGER AT z o z BALCONY ATTACH 1x FASCIA TRIM g z o z CEILING FINISH PER TBI NUMBER 119 936 o G z PLAN PER STRUCTURAL SPEC., U.N.O. MODEL C- z W ~ Q N z a MASTER SEE STRUCTURALS STRUCTURAL PLANS R T p w > BATH PLAN. RIPPED TO CA I ALI N/1 g w o z ALLOW FOR SLOPE SUPPORTING BEAM PER Lu w z ¢ MASTER STRUCTURAL PLANS ELEVATION NAME Z W o HALL TORAG ALL STUDY ALL FASTENER c Lou o _. _ r.� �._ _ PENETRATIONS TO BE EXTERIOR WALL PER PLANW SHINGLE "' cc in w - - - - - - - - _ _ - _ _ - - _ _ - - - - - - _- - - - - - - - - -_____ -__ SEALED AND CAPPED _ _ - _ -III-111-111_1IIIIII-III-LII-I = _ - 11=1111=111=111=111=1 1=11 11 =1 =1 =1 - - _ _ _ _ _ _ - - _ _ _ - - - - I-III-III-III-III-III III II II III III III ILI II III III III _ _ _ _ - _ III III III III III I III LII - - - _ - _ _ - _ _ _ _ - - HANGER AT EACH � x = _ _ _ _ _ - _ II_I II-III III III III-III-I -III-I I_I II_I I1-III-1111 III II_I II_I III 11_111_1111_111-III III-III-111-111_1 - _ - - - - - - - - - - - III III III III III III III . III III III III I _ 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II III III_III_III_111_111_1LI_III_III_III_IIL_III_III_II — cn _ _ _ _ _ I_I I I_ . III III I _I - _II_ I II I I_I I I_I I IIII-III III 111-1.11=III=III=1 - - - - - - - - - II LII . I III .. III .III III III III III III III III II _, _ _ _ I III I I I .,, _ I - III III III_III_III_I11_III_111_111-III_III_III=111_111-III-III IIII z = z 0 = — — — — — — _ _ _ _ _ - 11 _IIIIII—III—III —III= _ _ _ = 11—III—III—III. -III—III= _ _ _ — _ = Q - - - - - - - - RAFTER PER � --� z III-II . I111_111-III-III-III III III III III (ILII I III 111,,,111 IIIIIIIII I _III,-111111111 III-111=111-III-III III STRUCTURAL PLAN M m W -111 I1=111 III-III l III-III II 111=111=III-III-I =111 Mu 3!: ce m - -111 I l l -III-III-III I u L III-T_ p z w F- 11111 111,,_ 1- 1 _ i -III-111 111-III- Q SHEET NUMBER = N - III=IT=1I I ITi- C BALCONY SECTION _ 0_6 ~ _ rB'��BA7 , 62 W C SCALE: N.T.S.N:T.S. W m A7.62 Cu o o A7.62 SCALE: 1/4"= 1' 0" SHINGLE W a a c� F- o J ERIAL NUMBER. 1010.0 TON 9 OFMY X"OWIE{£,1XE OBt(N OMM on THS ' pUWW6 C0199tFS WIIHiNE PoII.rv•MMMUMBI➢IDpG - OWEW ERECf,150F W1E OF.CUIiIXIGiIOX EEUMX. LnLn V i G= �.C> O O U F- l_ e\�. SHANt (D '[N VAf iEAVE,AIA AR 97080 ZOr-. Z ZO 4 E-yfA (A ZEnW Qom = — _ - - - ■ Lu — — carA OwJ. : r - - - - - - - - - - - w Z PORTICO � ' a Wim UI o Q � � � 0 0 = STUDY ! U w a Z DINING ROOM ,� ■ > � o •� Ito ■ o COVERED �� ENTRY x W o LANAI GREAT ROOM > � . 0. ° Z o \ a A LLJN Z -- - - - � m \\\ BEDROOM 2 A z � aN a A W woo I I I I ❑ �� � a � � v = � W SII A 0 0 TWO STORY � ' ■ a wu o HALL FOYER ■ N � F~ Q � - - - - - - - - � meg " 0 0LU U Ovm-i z I � will v I , it II II \i it i `. \ �\ 0 0 PWDR WXI.C. BATH 2 DRAWN BY a2 � W RAGE \ I ® RM. ® F.MEZA Lu ,STO -- CHECKED BY UZ. oa II Lu o -------J _ S.VANCLEAVE LU Z — — HALL SCALE m a > Ell 10"X10" AIR AS NOTED 0 a BREAKFAST GOURMET HALL � JUMPER LIJ o W AREA KITCHEN 00 SHEET DATE G �� 03-27-15 0 oSHEET REVISION INFO = m Q LAUNDRY o cn W.I.C. � v 0LD C� - - - - m m THREE CAR w ¢ o o a - GARAGE SET REVISION INFO � N W - - - - - Om _ w \ agm zC)> \\ Q gwz � SHEET DESCRIPTION (n Lu W o FIRST FLOOR Z W C MASTER BEDROOM m a Z MASTER BATH DIFFUSER oawQ W U) = Z LAYOUT W �, � Q � W = _ I I I Lu o N zo PROJECT NAME Z ® ® ATLANTIC BEACH Lu z - - - - - - g o L W.I.C,mu AMBASSADOR 0 LL _ DUVAL COUNTY- z O w L z s LOT/BLOCK 119 z 0 z TBI NUMBER 119 d zO E a O N A 1 A 2 MODEL M p � ZQ CATALINA w Lu en M 2: W 0 .Z w i z a DIFFUSER LEGEND ELEVATION NAME 0 X w W N 4NLu SHINGLE uj ui ¢ w �s w ® SUPPLY 7 RETURN ® EXHAUST FAN o � H- vF- Q >. z = ? O Wm S FLOOR S U z SHEET NUMBER -a �o _ SCALE: 1/4"= 1'-0" SHINGLE =1 W m W FOR ` REFERENCE ONLY M1m62 aLu000 ¢a J' ERIALNUMBER 1010.0 mnre earorMr aow�,xxeo�w oekreo onix6 onanxc mxxi.osxmmixe gvxucaxemeux auxmxe caoeu ErrEcr,asoroxnar�mautrox eEiar. lf'1 N �_ 7 0 400 m 0.0 SHAfJNON, VA9�ICLEAVE,AIA AR97080 Q .U) Lu Ww - I ■ o a h ao dZm I I o a J I I a 0 I I I c� a o F- F w I I Z r adz I I OwQ 1� Ce W = Co ■ W F o 1 - - - - ULu W $ ZoF f • ■ v, Zj Lu I I 0 > 0 ROOF BELOW c 1 a Z alE+ v o w ¢ p W A Q I-- z dwZ A d a Wcn aw oc z ROOF BELOW Ln 8 y� z wOPEN TO a ■ o W o FOYER N z BELOW ■ = Oa L � o a m I I \\ \ v � ,� w o Z J ECH / STORAGE \ `\ QoCO / \ ii DRAWN BY o o � Eu UNFINISHED a I # z cwe m F.MEZA / --- - CHECKED BY W �Z o H.0 # ------- ® - - I S.VANCLEAVE Q I_ ROOF BELOW *.. 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SINGLE FLOOR RECEPTACLE ' SHANNONM VA�GLEAVE"AIA DUPLEX FLOOR RECEPTACLE AR 97080 zFUTURE POOL J6 SWITCHED FLOOR RECEPTACLE . 0 CA . EQUIPMENT 4 QUADRAPLEX FLOOR RECEPTACLE zz zo GFI GROUND FAULT INTERRUPTER En w HB VVP WEATHERPROOF GROUND .�wEP ELECTRIC PANEL n 1 ■ 13-m m - - - ® VAPOR PROOF (EYEBALL) �V ■ - - - - - C) w o FOR GAS – – RECESS INLAND. EYEBALL FIXTURE o - - / SINGLE FLOOD - WALL MOUNTED M o FIREPLACE T – – a a � Lu Lu <= m T b7n / � i \ DOUBLE FLOOD -WALL MOUNTED d F, Lu Lu PM TO FIELD STUDY % / PORTICO L SINGLE FLOOD - SOFFIT MOUNTED Q A Q' z = VERIFY LOCATION I I \ DI ING\ \, DOUBLE FLOOD-- SOFFIT MOUNTED Cu U W S I 1I / R M 1 � (� ■ v� o i Z /T 1 I HANGING / PENDANT - CEILING HUNG ■ W o / / l 1, Zi w z / / \ 0 INCANDESCENT FIXTURE - CEILING MOUNTED, ` V; ■ p o COVERED 1 / J w oLANAI / / ( � ' �. INCANDESCENT FIXTURE -WALL MOUNTED x ■ , W a o I I GREAT ROOM 1 \\ >` ENTRY ® RECESSED HIGH HAT a. o a p I \ z4 z FT UNDER CABINET FLUOR. FIXTURE r \ p BEDROOM 2 / U-1 W z \ \� � _ U., \ \ \ I WP ��3 FT UNDER CABINET FLUOR. FIXTURE W ¢ A F--�4 FT UNDER CABINET FLUOR. FIXTUREui A - - - - - - - \` 1 GF 7� j / STRIP LIGHT p a >0- w \\. - - - - - - i // O 12x24 FLUOR. FIXTURE O V) \ \ \\ I' -- O 12x36 FLUOR. FIXTURE ■ \ \ - / \ /, O 12x48 FLUOR. FIXTURE O N _ a � "\ �\ _ - -�� �, HALL �, TWO STORY - ',, ■. p � 1 �, � �, I I I --®-- SD �24x48 FLUOR. FIXTURE � ag'W / / \ \, I - - — - J �. \' `\ -- – WALL FOYER TO 2ND ®SD/CO OPT. SS EXHAUST FAN o J 1 / \ V FLR LIGHTdbfR o m / WP I\ 1 I\I,\1 1 MOUNT -00 EXHAUST FAN w/ LIGHT UJjo� o Z GFI I 1 M. loll o I - - - - - - - - - - -- - ! \, ELECTRIC CO. METER - - - a O cn / T Will a _/ �� , �, BATH 2 z w I ,/ � � i i i i i . , . � � � \ G.M GAS C0: METER DRAWN BY ' W / F WI.C. P j�j� I z o I FOR POOL GOURMET UNDER \ L -W.I.- F.MEZA z I � KITCHEN CABINET PANTRY TOrRAGE SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR c En a LIGHT FOR DW. / - - --- s� SMOKE DETECTOR CHECKED BY °C PENDANT / - -: { PWIIDR RM. T SINGLE POLE SWITCH S.VANCLEAVE xw I _ o r LT. PREWIRE - - - - �, \ _ — — — -- a z w \ TYP. OF (3) EF- C /: �—� HALL ��— = _ T__-� i L� 73 3 WAY SWITCH SCALE m ¢ J II' PACE r i 4 WAY SWITCH AS NOTED / — — J OF ¢ I � \. � � � III. r r 6 ABV. DOOR FOR r DIMMER SWITCH w c=n i � GFIM�� DB I - �FI III_ _ � '\ �®� SECURITY SYSTEM ,�; � -- -- _� �� '� � ' -LLQ 0 con I - - HALL ti ,' �. \ r I 4 PUSHBUTTON o UNDER _ vJ�i 0 I' CABINET L. WGFI I I� \\ \, L_tLo DISCONNECT SWITCH SHEET DATE �. �i FOR DISP. GFS / L/T \ L r 03-27-15 o I W/DISP. / - \ ]O JUNCTION BOX ~ ® - - - - 1F SHEET REVISION INFO W > 0 1 I BREAKFAST jG P GFI I ck' \ \' Tv JACK \ 4 ♦ PHONE JACK - PREWIRE ONLY W z \ AREA GFI `._ _ x W.I.C. \,__ L _' L7 QT THERMOSTAT A cn o c� 1 LAUN r =�_� I _ z¢ w z \ \ fI - - 6FI f�fi - Gfi�db ®SD�Cp DRY iii �f� \ I G,D.O.'ii I ] QQ PHOTOCELL - SOFFIT MOUNT - � , - - - m m z \ \ 'SPA E \ L ILL Q PHOTOCELL`- WALL MOUNT Z = 0 w \ FOR RANGE \� r THREE CAR 1 ti 7 0 ELECTRICAL PANEL 0 \ 1 GARAGE 1 I - sP v� v� HOOD - - � � r r SET REVISION INFO I o cn � _ I \ \, r - \� \ FI � 1 i I i �i i � O SPEAKER WIRE FROM.TOP OF WALL LL, z 6 r \ a WP I' - K KEYPAD O Lr Q w z \, -- v-�j x\ GFI I \, 7_1L7 ® CHIMES ? p >o \ ;%- --'=� STRUCTURED PANEL (aka. SMART BOX, � F w p / / / ----------------- IJ-I COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) o w z \ \ / \ -_��� iNT. INTERCOM SHEET DESCRIPTION Ln Lu 0 0 W �' I / / / --Tr FIRST FLOOR z MASTER \ --- ---- U ~ ELECTRICAL m � a Z /I / BATH I =rr� Q I COVERED \ i 11 ! VP j 11 ' 7 FOR REFERENCE ONLY W ? z \ LANAI MASTER BEDROOM / / 11 `_1� LAYOUT di J a vpi Eno % \ \ �, WP G.D.0 in = T= PROJECT NAME .. � _ — �,� -- IIL GFI 1 ATLANTIC BEACH ce w z z SURFACE MOUNTED - rr= 0 0 �, z / \, 1 ELECTRICAL PANEL ' = rr7 W = o - - - �I — — — WATER L _ AMBASSADOR 1. o w WP / —W.I. GFI — SFOFTENER 3/4 EMPTY CONDUIT TO WP w x GFI GFI z GANG ] BOX W/ J---- ------ - L] E . r - - - - — LOOP BLANK PLATE IN GARAGE r- J -; DUVAL COUNTY L _ z z z F W 1 rr� LOT/BLOCK 119 IRRIGATION TBI NUMBER 119 g z p z W GFI E.M. HB a u' a - z p �? z¢ a MODEL Ln F a w ¢ A 1 2 m o r CATALI NA cn x: �woz uj 0 0 WLL ELEVATION NAME N 'En .62W w SHINGLE In � � Z T T w m Fl ST SHEET NUMBER a0 SCALE: 1/4"= V-0 SHINGLE � oGm � t E 1 . 62 W `J Z J LCL `J o o c+- c� F- o ERIAL NUMBER 1010.0 o a - ELECTRICAL SYMBOLS LEGEND 0 IDExF5'PUPxY NM OFDA OF ft YFC®0NT69 oxewxcmxxudwmn�uxm�wE xwdux wwmxc In v mOEw BHCIAS 0PDPIG0FQkxxGlxN1 BE101Y. N z SINGLE RECEPTACLE .;. . LU DUPLEX RECEPTACLE o= ® 240V RECEPTACLE � m °C SWITCHED RECEPTACLE tY 00 QUADRAPLEX RECEPTACLE �.., ] SINGLE FLOOR RECEPTACLE SHANNON r�.4Nk�`AVE AIA DUPLEX FLOOR RECEPTACLE Aproao V SWITCHED FLOOR RECEPTACLE z o A QUADRAPLEX FLOOR RECEPTACLE a p - GFI GROUND FAULT INTERRUPTER z v`ni WP WEATHERPROOF GROUND w � F EP ELECTRIC PANEL n ■ tiWp - - - - - - r - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - V — — — — — — — — — — — — — — — — — — z m VP VAPOR PROOF En ■ o "' E RECESS INCAND. (EYEBALL) FIXTURE W M o SINGLE FLOOD - WALL MOUNTED a a adz , a F LU = m DOUBLE FLOOD WALL MOUNTED /. , F ■ w F- p SINGLE FLOOD - SOFFIT MOUNTED Qv� O A ■ zoou.j - - - - DOUBLE FLOOD - SOFFIT MOUNTED "� U ■ o adz - CS ■ HANGING PENDANT FILING HUN I G C G I / i 0 I � w z INCANDESCENT FIXTURE - CEILING MOUNTED ■ j w o INCANDESCENT FIXTURE - WALL MOUNTED �. x ROOF BELOW ® RECESSED HIGH HAT a+ p Z /71 W = oH 2 FT UNDER CABINET FLUOR. FIXTURE a A Ww z x-36 3 FT UNDER CABINET FLUOR, FIXTURE Z 3 w A U a 1- 48�4 FT UNDER CABINET FLUOR. FIXTURE ¢ � A 4wa z 1 � v OPEN TO OF BELOW p 12x24 FLUOR. FIXTURE IP LIGHT o ' z x -x a FOYER - - - O 12x36 FLUOR. FIXTUREh a S ci zo j BELOW C� 12x48 FLUOR. FIXTURE V ■ ■ 04 N o 24x48 FLUOR. FIXTURE c O L J SS EXHAUST FAN VVV o Fe TO 1ST FLR I O EXHAUST FAN W/ LIGHT Lu o (nd SWITCH IN M' ELECTRIC CO. METER 0 o Gs /_ J T LR j . J DRAWN BY z 21CN WH STORAGE �S IT GAS CO. 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Z --Ju Ey o a oOU op o J ERIAL NUMBER1010.0 : T01HF06TGF M'XtpWl®GE,TIEG�IGx O@ICxO0x110G Giuwmcmxx�wmmxenwuuaeb�emnwc - mGeavrmnvaauGaammuna+eemv. C V =-i . _ N TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING \ " LU �0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE 02 BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER m HEAD FL SHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER RESISTIVE BARRIER & INSTRUCTIONS:0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE IONSNECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER& � ,^ THROUGH FLASHING BARRIER TEMPORARILY v r HEADER TO ALLOW FOR FLASHING INSTALLATION SECURE 1. CUT, FOLD UP &TEMPORARILY sHnNNora`ry �arv��Enve,AiA SECURE WEATHER RESISTIVE AR 97080 4. INSTALL HEAD FLASHING' UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO BARRIER � WEATHER �' EXTERIOR ALLOW FOR FLASHING RESISTIVE1111 SHEATHING "0 5. 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CONFORMING TO AAMA 771-07 .. o _o FLASHING s'4 ) ADJACENT BLOCK MIN. 6" FLASHING x ■ w o z # � 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF o WINDOW SILL PLATE. Lu ¢ p � a OA ' 0PRE-CAST SILLZ ' ,, w 3 0 }, _,_ NOTES: 3. INST LL FLASHING IN ORDER AS SHOWN BY NUMBERS. CZ ujz 1. (LASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) ,A ' U Lnp ¢ CONFORMING TO AAMA 711-07 > a Lu d 4, INST LL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED 1_4 A °C cc z ) BAR IER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 n. 0 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS �zz 3. MECHANICALLY FASTEN AS NECESSARY xa,¢ ■ o UJ Z ExT 1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL TYPICAL WINDOW FLASHIN DE w _ O ¢ EXT-2 G TAIL ce o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) o mu 9E OPTION - A TUCCO RAKE JOINT AT WINDOW LIQUID APPLIEDIs Lu p;Z IOR PERIMETER CAULKING MEMBRANE 0 0� 6" FLASHING W O BE SECURED DIRECTLY z w TO-T CTURE AS DESCRIBED DRAWN BY ¢ � oc CONT. DRIP EDGE ON PRO PRE AS Li W m CANT STRIP ACROSS ON HEAD M. STRICKLAND .- z o TO DIVERT RAIN WAL PER PLAN FI g S H I N G DET/` I L vi O Z SILL PLATE WALL N L/"� /`1 CHECKED BY ,� ¢ ;;'s:...... RED 0. SWAFFORD o IM `� EXT 3 AT ARCH WINDOW FRAMING SCALE z "•' SEE NOTE #2 RAIN DRIP - -- -= m o¢ r EXTERIOR REGLET D3 N.T.S. (EXT 3) 22 X 34 = SCALE AS NOTED P �- a D00 'Al- _ 11X17 = 1/2 NOTED SCALE 'W = WALL SHEATHING EXTERIOR p o o WITH WEATHER WINDOW P.T. WOOD BUCK SET IN SHEET DATE RESISTIVE BARRIER CONTINUOUS BEAD OF o G INTERIOR PERIMETER`CAULKING SEALANT AS DESCRIBED A__L ON PRODUCT APPROVAL NOTES: TE: CLEAN OFF SHEET REVISION INFO 0 a o} o1 z NOTE. DEBRIS , FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL— = m v CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR E APPLYING ~ w z ui DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: A LANTS. Z j o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS A CAULKED ABOVE THEM AND DOORS THAT HAVE A SECON Lu w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM, TO WALL & WIN MES CAULKED m J AT INTERIOR ERIOR PERIMETER w Q 0 = w Lu SET REVISION INFO W z J = WATERPROOFING AT EXTERIOR` DOOR EXTERIOR WINDOW PICAL WINDOW s c � EXTERIOR OPENING OR BEAM EXT HEAD DRIP DETAIL _ HEAD DRIP DETAIL JAMB SEALANT �, W Z EXT 5 6 XT 7 8 S L DETAIL o p D3 N.T.S. - (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EX D3 N.T.S. (EXT-8) I- w = LIQUID APPLIED w z r" MEMBRANE MIN. SHEET DESCRIPTION (n Lu ° 9" WIDE z o STANDARD UJ ca 2 a- Z SEAL W AT NOTES & DETAILS p ¢ w p LIQUID APPLIED INSTALL Lu > U W 0 J z .0. COURSE STUCCO ON 8" CONC BLOCK WALL MEMBRANE m ~ -� #5 CONT W/ #5 IN GROUT FILLED CELL W/ 9 o z 1) SLOPE MIN. 30" OVERLAP. ALTERNATE DRILL &EPDXY #4 @ 18" O.C. PROJECTNAMELu HOOK BAR DIRECTION (SEE CHART & BEND DOWN INTO STAIR. Ln z z '. FOR SPACING) ---=_-��, . WALL PER PLA o PRE-CAST SILL SITE WALL S LE CONC. STAIRS _ � o � _ � v SECONDARY POU x HEIGHT FOUNDATIO EINF. DOWEL ; - O.C. z o w ' SIZE (W SPACIN ' �a�. a� LS BEND E - w apc o x x 8 CMU STEMWALL w/ 0 STAIRS. r LOT/BLOCK E cn z u_ a 0 0 to 4 0 2 0 (3) #5's CONT. 56 o.c. #5 VERT. HOOKED INTO �* Z z zo r" �. -1" to 6'-0" -4" (4) #5's CONT. 48"o:c, FOOTING @ 40" O.C. a TBI NUMBER M .. . ., . . .. :. g • m Z �: BEND#5 2'-0" INTO SLAB ---- ;y c z o ,� "x 1' 4" 4 #5's CONT. 32"o:c. i a 1'-0' MIN It Z G p (� O (TYP.J 611 "x5" METAL FLASHING STEP OR MODEL a z a GRAD( ' a ° _GRADE w/TAR BETWEEN CONTINUOUS V-1 9d w > FLASHING AND SHINGLES FLASHING ALL c u w o z r i �9 III— RUN KICKOUT w �z ¢ -III ;, III �' III— i.. FLASHING 6 PAST LIQUID APPLIED ELEVATION NAME N z p o a ° --' a--- EDGE OF ROOF PER PLAN MEMBRANE Lu 1 PAVERS AT �+.-_ .a_ _¢_ ALL a`r (on c2 w a AREAS, TYP. °' PLAN VIEW WINDOWS TO BE INSTALLE E a = LL ;'--. • FTG. EXTEND TYP. FTG @ PER AAMA 200 )9 o z = M z J SEE CHART FOR IDTH, SEE STAIRS & PROVIDE A 1 ROOF TQ SHEET NUMBER z � ,w FOOTING SIZE AND DETAIL FND 3B #4@ 18 O.C, E.W. /'1L TYPICAL M v W m w REINFORCEMENT INFO �' vio mW EXT-9 PRIVACY WALL STEM T-10 CONCRETE STAIRS ON GRADE EXT 11 ALL FLASHING DET EXT4 WINDOW FLASHING DETAIL oz � � D3 (EXT-9) D3 EXT 10 D � w :.w u_ SCALE: 3/4" = 1'-O" ( ) SCALE. 3/4 -1 0 ( ) D N.T.S. (EXT-11 D3 N,T.S. (EXT 4) � OO �+- 0 ¢ U1- O ERIAL NUMBER 1009 TOnE BW OF MY IOIOWIIDCB,TIE OEBHBV OBWIEOON TIM MINN COMMSW THE MPPUU MB@NM BO W CODE M ER[cr AN OF DATE Of CMW iroM 900. ROOFING PER CONTRACT (CONTRACTOR TO PROVIDE PRODUCT `- APPROVAL FOR ROOFING SYSTEM) SEE PLAN PRE-ENGx � TRUSSES I @ 2411 O C ca AY 7 2 ` > � 2 X 4 - SUB-FASCIA SHAN NON.M.'VANCLEAVE,AIA CARIBBEAN CLASSIC COASTAL SHINGLE METAL DRIP AR 97086 U- T 1 X FASCIA CEILING INSULATION z z cn SOFFIT LEGEND (SEE ENERGY CALCS.) o VENTED SOFFIT N.T.S. z W/3 DIA. VENTS @ 1/2" RIGID GYPSUM BOARD o � x 48" O.C., TYP. Lu I DBL. 2xS YP. WD. c=c z m CORBEL PER PLAN PER TOP PLATE ■ o w PLAN 2x SYP. #2 WD. STUDS 0 a oZ 1 WALL ION ULATION = a X 6 FRIEZE ■ Lu (SEE ENERGY CALCS.) d � 2x SYP. #2 WD. HEADER U w ■� O SIDING PER ELEVATION O A w 0 o z 1 X 4 HEAD TRIM -SEE SCHEDULE ` ■ �, Qx�-P Z • � ■ o o SCHEDULED WINDOW w z BACKER ROD SEE FLOOR PLAN w Q ■ o L o AND SEALANT WINDOW ATTACHMENT1pq � o 5/4" SILL COMPLIANT W/ FBC-R x dFc / a O Z ED a o IN 2x SYP. #2 WD. STUDS @ a A O 31: o EXTERIOR STRUCTURAL 16" O.C., TYP. w z Q v aas A SHEATHING AS REQUIRED ¢ d a W Ly Ly z WALL INSULATION Lu z BY FRAMING DETAILS (SEE ENERGY CALCS) C a A � aZ ( Q ) o w 2 LAYERSSRETUIRED BARRIER: CONNECT WALL PER a POLYETHYLENE HOUSE WRAP FRAMING DETAILS Q a ■ p " o teo o OR APPROVED EQUAL SYSTEM M•a rw, " � FINISHED BASE MOULDING � ■ F� N z Q 2x SILL PLATE 0 3/4" GYPCRETE (OPTIONAL) 2x RIBBON FASTENED TOP OF a oo J TO FLOOR TRUSSES PER 3/4" THK.T&G SUBFLOOR FLOOR 00- m TRUSS ENGINEERING L TRUSS Lu OV z awa Zw _. .. w DRAWN BY x ce ROOFING PER CONTRACT = c5 m (CONTRACTOR TO PROVIDE PRODUCT > D. KRAMER z o zROVAL FOR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION CHECKED BY a PRE ERED WOODS.2x RIBBON FASTENED BATT INSULATION VANCLEAVE FLU TRUSSES TPW O:C. TO FLOOR TRUSSES REQUIRED OVER GARAGE Z w 2 X 4 PER TRUSS ENGINEER (SEE ENERGY CALCS) SCALE m a > SC A < 22 X 34 = SCALE AS NOTED J O B FA I J SU J DBL. 2x SYP. WD. TOP PLATE r 11X17 - 1/2 NOTED SCALE o a � METAL DRIP ., �� � o x 1/2 RIGID .GYPSUM BOARD ,, EDGE PRE-ENGINEERED WOOD FLOOR 0 of 1 X FASCIA TRUSSES (VERIFY W/ TRUSS SHEET DATE 0 cl� G ENGINEER FOR TRUSS LAYOUT CEILING INSULATION ) o 0 VENTED SOFFIT (SEE ENERGY CALCS.) 1/2" GYPSUM SHEET REVISION INFO goo W/3 DIA. VENTS @ 1/2" RIGID GYPSUM BOARD WALLBOARD ON STUDS LU r o48" D.C., TYP. ' x m DBL, 2x SYP: WD. W/ WALL INSULATION o uj o Ln CORBEL PER PLAN PER' TOP PLATE 1 X 4 HEAD TRIM (SEE ENERGY CALCS) z = inz PLAN 2x SYP. #2 WD. STUDS SCHEDULED WINDOW rm m w @ 16 " O.C., TYP. (SEE FLOOR PLAN) J HEADER , SEE FRAMING WINDOW ATTACHMENT WALL INSULATION 0 o PLAN FOR Lu O _ 0 SIZE:AND DEPTH a z x w 1 X 6 FRIEZE COMPLIANT WITH FBC R Ln W (SEE,ENERGY CALCS.) SET REVISION INFO o cn -j w SIDING PER ELEVATION 2x SYP, #2 WD, HEADER LL x U., g CL m 1 X 4 HEAD TRIM SEE SCHEDULE ZW p BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW fes'- w = AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) LU z WINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION 4 x w cn 5/4 SILL 5/4 SILL V) w a z COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R F z U o 1 X 6 APRON x 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON r `� a p STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD m z Z EXTERIOR SH7EEDGE TO EXTERIOR SHEATHING TO o a w o BE FLUSH WIDGE (SEE ENERGY CALCS)- BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES St DETAILS - > w V cn Q F UN '1 4 OF THE 0 2x SYP. #2 WD. STUDS OF THE FOUNDATION 1 4 w 0 = Z / / 2x SYP. #2 WD. STUDS � J a GAP BETWEEATION @ 16 O.C. TYP. GAP BETWEEN FOUNDATION Lu ¢ AND SHEATHAND SHEATHING @'1'6" O.C.,`TYP. W w x z 2x P.T. SILL PLATE 2x P.T. SILL PLATE' PROJECT NAME w = o WATER RESIRRIER WATER RESISTANT BARRIER w 'cn CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION cq z (2 LAYERS RPER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS O w POLYETHYLEWRAP POLYETHYLENE HOUSE WRAPo OR APPROVESYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE v SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE 0 w FLASHING FLASHING cn w H FINISHED BASE MOULDING` FINISHED BASE MOULDING n u_ cn MAIN FIN. FLOOR MAIN FIN, FLOOR_ Z o s oELEV 0'-0" a ' @ ELEV @ 0 0; a .. .. : LOT /BLOCK cn F 0 BLOCK Z O Z > ., > n 0 N 0 0 TBI NUMBER Z Z z Z _ M Z L N o G m III—III= 4 CONCSLAB W/ III=III= 4 CONC SLAB W/ MODEL a. o � c'n - VAPOR BARRIER VAPOR BARRIER ALL � aw * O uZ W..Q.Z . a 1 a : III REFER TO STRUCTURAL — — REFER TO STRUCTURAL w z LL z _ DRAWINGS FOR 1 _ DRAWINGS FORLn u3 ELEVATION NAME C) z W o —III a III= COARSE COUNT _� =f 4 N g �p �' _ FOOTING SIZE FOOTING COARSE COUNT & co a w �S I_ `+ a • (PROVIDED BY ' • �. _ (P PROVIDEDBYSHINGLE N Fx Q i —III III- OTHERS) III= OTHERS) n Z = 0Z Q � � . w �i�=1II III- ��� IlI-1II Lu m SHEET NUMBER o z u=1 EXTERIOR WALL o w m w 1 SECTION WITH WINDOW 2 TWO—STORY WALL SECTION D7 e Z J H w o o 11� D7 SCALE: 3/4" = 1'-0" �7 SCALE: 3/4" = 1'-0° a u 0 ERIAL NUMBER 1009 0 ro�r�oF xriwowfmcF,meofsrex ceFrcrEx ox,xw oxawwccoxwo3wim ixenawuwF nwwun ewwwc COOEw 6FWfl50f MlF OFt&IIfIGTI0x.B9AW. N z SET MIRROR 3" FROM SET MIRROR 3" Ln END 07 BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER (TYPICAL) DRYER VENT TYPICAL a _LU GAS PIPE (TYPICAL) c� FOR GAS DRYER ONLY 2015 Z;2 ca x a J 1._2.. ---- ----------- -----, ,, g COUNTERTOPS p DRYER VENT (TYPICAL) SHANNON M.NANCLEAVE"AIA = d Q AR 97080 36" HIGH X m GAS PIPE (TYPICAL) Lu zu �o (VANITY 5") MIRROR ��'' �i FOR GAS DRYER ONLY OUTLET BOXcn m �� 0 0 �----- -------------- - J Q 1/4 MIRROR DRYERVENT.BOX- z o N B CKSPLASH CENTER YS 0 ATTACH PER MFR. z vii 1/2" RECESS o E _ DRYER VENT BOX INSTRUCTIONS Ly - FOR MIRRORATTACH PER Lu 0 tO _ El ElO NSTRUCTIONSFR. ■ m i-n o 2X4 HALF WALL „ a, z YORKTOWN P.T, SILL PLATE iv P.T. SILL PLATE W N o 'o TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) �L � Lu o CABINET ��1 sm F W H m VANITY IRROR INSTALLATION INSTRUCTIONS:o o W 0 1. MIRK, R TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U W ❑ � 8 z = 2. AT B THROOMS WITH MIRRORS ON`ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: o z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BO' TO HAVE "KNOCKOUTS" FOR TOP �! g ce � NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR JENT LOCATIONS. ■ o u' o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPONINSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED -" 0 o BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2, DRYER VENT AN GAS PIPE SIZES AND MAXIMUM x ° N in 12" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a+ p Z a � o INT1 KITCHEN HALF WALL DETAIL INT2 MA TER BATH MIRROR WOOD TRIM DETAIL INTs DRYER VENT SOX FOR DRYER ONLY A z Ln �$ SCALE`. 1/2" = 1'-Off (INT-1) D8 SCALE: 1/2" = 1'-0" - (INT-1) DS SCALE: 1/2" = 1'-0" (INT-3)Lu a a A w Lon 22Z TILE OR STONE ON 1/2 COMPARE ` x O A s w HARDI BACKER BOARD MANUFACTURERS a OVER 4 EXT, PLYWOOD DIM OF TUB & ■ O 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N zz ¢ TO CONTRACT SPECIFICATIONS) ■ �" oWALL TILE EFER TO fL00R PLAN, VARIES - SEE PLANS O a m p z 2X BLOCKING BETWEEN VARIES BY MODEL Joe u STUDS (3 WALLS) 1 ROW OF TILE 0 o n z 2X4 @ 16" O.C. �° .: DRAWN BY w VINYL LINER (3 WALLS) ED 5" g o CORNER SHELF M. STRICKLAND LL m UP WALLS af o (1) CERAMIC CORNER o z o SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY Q 100% SILICONE BETWEEN LL m FLOOR _ 0. SWAFFORD LU Lu ILE BACKER A BED o x x DROP IN TUB x z w ¢ 2" SHOWER DRAIN N V N SCALE m ¢ > TI W > u + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED o a 2X4 THRESHOLD \ ¢ 11X17 = 1/2 NOTED SCALE � W � U- `"o TILE AT DOOR 2X4 TO BE P.T. 4SUPPORT UNDER SHEET DATE o THRESHOLD WHEN IN CONTACT TUB AS REQ.BY - WALL TILE ,� � W/ CONC. MANUFACTURERS. a o ADJUSTABLE GAUGE COAT WETBED PLAN 6, SHEET REVISION INFO a o z SHOWER DRAIN ER SET IN SEALANT @ "' °r° oU 2 SHOWER DRAI GE OVER ROOFING FELT FR-33 DROPI' N TUB DETAIL In Ln Lu o fn NOTE: D8 SCALE. 3/4 - 1 0 (FR-33) z = f z 3/4 X 9 RADIUS MARBLE SHELVES WI EXACT SIZE AND SHAPE VAIRES BY MODEL AS o MUSEDMARBLE/ SHOWEROWER ELEVATION WELL S PL JMBING ACCESORIES. REFER TO ° ARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURALPLASBY MODEL Lu = w W ��pF , ol���`'lp� SET REVISION INFO 0g _jLU INT-4 WER & CURB ON FRAMED OR NT5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR aCA >_ D8 ALE: 3/4" = 1'-0" T-4) D8_ SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TOce 1�ti Q Z oLuz BOTTOM OF FLOOR JOISTS, 1 pV w = END POST TO PENETRATE g w SUBFLOOR. SHEET DESCRIPTION Ln Lu W o STANDARD F z W FACE NAIL END POST TO m a Z BLOCKING. NOTES & DETAILS LU 2x BLOCKING BETWEEN Z_ ,o FLOOR TRUSS AGAINST w a¢ END POST. e w�iN z PROJECT NAME ci SUB FLOOR. O 0 MLuLu ' w EE z r= �� y r LOT/BLOCK z LL ' >' Ln c� z o z >v ' TBI NUMBER rn,It G z i i- / / / a,yy�' // MODEL u, ALL uz i o w o w r T / .�y NAILS(TYP) N o z FLOOR TRUSS. w z Q ELEVATION NAME ED u- N 'zUw. Lou Oo ALL uj ¢ w � o zszz , W 3 � m SHEET NUMBER to OZWF 13 ' off ? i- cwm � FR 34 HALF WALL TIE-IN DETAIL D8 .. '—' Z J Z W D8 a ¢ u r- o N.T.S. (FR 34) ERIAL NUMBER 1009 0 ro��oF xrimowfmcE,mEofsrex cefuxEx OxiNN OMW"Ya ORI"�YIPX TIEMWUBIE MMM"M 9NIOINO COOEM 6FWfl50f MlF OFLfililflG90MB9AW. (j. N z SET MIRROR 3" FROM SET MIRROR 3ff END 07 BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER (TYPICAL) DRYER VENT TYPICAL a. =LU F GAS PIPE (TYPICAL) c� FOR GAS DRYER ONLY 2015 Z;2 m = a --i 1._2.. --- ----------- -----, , g COUNTERTOPS o DRYER VENT (TYPICAL) sHAuuov M.:vavc�EAVE"Aia = d � Q AR 97080 36" HIGH X e m GAS PIPE (TYPICAL) �o (VANITY 5") MIRROR Lu en � t > FOR GAS DRYER ONLY LL. cn 0 OUTLET BOX m 0 0 �----- -------------- - J Q 1/4 MIRROR DRYERVENT.BOX- z zo CENTER SIDEWAYS - ATTACH PER MFR: Q � vs IN BACKSPLASH INSTRUCTIONS z In ( oc �` 1/2" RECESS o E _ DRYER VENT BOX- u, _ ❑ FOR MIRROR ATTACH PER Lu tO = O INSTRUCTIONS FR. 2X4 HALF WALL o z m rn o M YORKTOWN P.T. SILL PLATE il, P.T. SILL PLATE w N o o TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) � a o CABINET a $:)-( F § W H m VANITY IRROR INSTALLATION INSTRUCTIONS: o 0 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL U W ❑ � W 8 z = 2. AT B THROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: C3 m ° o !~ z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BO TO HAVE "KNOCKOUTS" FOR TOP g > ce � NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR JENT LOCATIONS. 0 J Lu o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPONINSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED ~ BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2, DRYER VENT AN GAS PIPE SIZES AND MAXIMUM ° E�ulN o 1 z" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. a+ puj Z �ce LU � INT1 KITCHEN HALF WALL DETAIL INT_2 MA TER BATH I`�11IRROR WOOD TRIM DETAIL INTs DRYER VENT SOX FOR DRYER ONLY z Lu oU Ln D8 SCALE`. 1/2" = 1'-Off (INT-1) D8 'SCALE: 1/2" = 1'-0" (INT-1) D8 SCALE: 1/2" = 1'-0.. (INT-3) a a A w Lon 22Z TILE OR STONE ON 1/2110 x A a w HARDI BACKER BOARD MANUFACTURERS OVER 4 EXT, PLYWOOD DIM OF TUB & 0 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N oz ¢ TO CONTRACT SPECIFICATIONS) rT" a o WALL TILE EFER TO fL00R PLAN, VARIES - SEE PLANS o a m ui p z 2X BLOCKING BETWEEN VARIES BY MODEL STUDS (3 WALLS) F TILE z o z 2X4 @ 16" O.C. DRAWN BY 1ROW0 w VINYL LINER (3 WALLS) ED 5" g o CORNER SHELF M. STRICKLAND LL m UP WALLS fz o (1) CERAMIC CORNER o z o SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY ce Q 100% SILICONE BETWEEN LL m FLOOR = 0. SWAFFORD Lu ILE BACKER A BED o W a �- - x x DROP IN TUB x z w ¢ 2"SHOWER DRAIN N N N SCALE m Q > TI W > u + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED O 2X4 THRESHOLD .- 0 = \ 11X17 = 1/2 NOTED SCALE uj � 0 0 TILE AT DOOR w 2X4 TO BE P.T. 4SUPPORT UNDER SHEET DATE Fee AS REQ. BY THRESHOLD WALL TILE W/ CONICWHEN IN. MANUFACTURERS.MAN U ACTURER'S. a o ADJUSTABLE GAUGE COAT WETBED PLAN 6, SHEET REVISION INFO o z SHOWER DRAIN ER SET IN SEALANT @ u' °r° oU 2" SHOWER DRAI GE OVER ROOFING FELT FR-33 DROP I N TUB DETAIL In Ln o Lu zofn NOTE: D8 SCALE. 3/4 - l'-O" (FR-33) z = z 3/4 X 9 RADIUS MARBLE SHELVES WIL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION USEo m Lu ARBLE DIN LIEU OF CERAMIC WHEN TILE OPTIONS RE SELECTED.MARBLE/ WELL ARCHITECTURAL PLANS S PL JMBING CBY MODEL. TOLu w W ���F ol���`' SET REVISION INFO kn 0g _jLU INT-4 WER & CURB ON FRAMED OR INT5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR acn r D8 ALE: 3/4" = 1'-0" T-4) D8 SCALE: 1/2 1'-0" (INT-5) JOIST BELOW EXTEND TO; 1�ti Q Z o z BOTTOM OF FLOOR JOISTS, 1 � L w = END POST TO PENETRATE o g w SUBFLOOR. SHEET DESCRIPTION V) W o STANDARD F z w FACE NAIL END POST TO m a Z BLOCKING. NOTES & DETAILS LU 2x BLOCKING BETWEEN , z _,o FLOOR'TRUSS AGAINST Lu _, Q END POST. "' N z PROJECT NAME vi SUB FLOOR. I F i 0 Lu � U w En Lu W � z oW F r' \\ \ ' LOT/BLOCK z \> Ln z o z >v TBI NUMBER o G Ln z MODEL zw � '/ ' r'f -�\ \ ALL Q / 1 / / // )i i ~o w o f r T NAILS(TYP) N w o z FLOOR TRUSS. w Pi z Q ELEVATION NAME W ALL u- 04 W . N N bO E `¢ LLJ w �' o = = z Z , W 3 � m SHEET NUMBER f o p m w F 13 , off = 0 HALF WALL TIE-IN DETAIL D8 i- owm � FR 34 Lij - o o U- < DN,T.S, (FR-34) Q u 0 ERIAL NUMBER 1009 0