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581 TIMBER BRIDGE LN - NEW HOME ARCH DWGS TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN MCI`AS OF DATE OF CERTIFICATION BELOW. ,teaZ N V Lr-` JUL 0 8 2015, �c �_ �c m 93- J V rl A.,L.I I T1+1 141L SHANNON'M:VANCLEAVE,AIA AR 97080 Z OL1 � z Z Q1-4 Is O LU cC a- ON 01 Ce C:) W m ABBREVIATIONS LIST OF DRAWINGS GRAPHICS " N � � w ^ M O C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER cd a a � o GN1 General Notes SQUARE INCH h O W z _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR Q W _ °° SLAB LAYOUTS = EQUAL FND. FOUNDATION PSL PARALLEL STRAND w W o ___ DRAWING NUMBER ___ DRAWING NUMBER @ AT F.P. FIREPLACE LUMBER A Uj A1.81 Slab la out for CARIBBEAN ELEVATION A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM w 00 0 S z = A1.N Slab Notes Schedules and Details BUILDING SECTION DETAIL CALL-OUT ABV. ABOVE FT. FEET P.T. PRESSURE TREATED t3 O R PLANS - - - DETAIL NUMBER _ ETAIL NUMBER ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD !� ►" W C FLOO ___ ___ RAWING NUMBER _ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER ., 4 J > o A2.81 First Floor Plan for CARIBBEAN ELEVATION A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD `-" A3.81 Second Floor Plan for CARIBBEAN ELEVATION AHU AIR HANDLE UNIT GAL GALLON o A3.N Floor Plan Notes Schedules &Details Z W a z ,J/'.CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER a A � L _ EXTERIOR ELEVATIONS ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR w A � W z A5.81 Front &Side Elevations and Notes for CARIBBEAN ELEVATION � _...—CENTER LINE B.B.Q. BARBECUE � GFI GROUND FAULT RAD. RADIUS A z V v' Q SPANISH TILE INTERRUPTER REF. REFRIGERATOR 0 04 LU o A5.1.81 Rear &Side Elevations and Roof Slope Plan for CARIBBEAN ELEVATION ELEVATION MARKER BD. BOARD ; GL GLASS REINF. REINFORCING a ►4 A 11J = o A5.2.81 Exterior Elevation Details for CARIBBEAN ELEVATION SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM L� - BUILDING SECTIONS SLAB RECESS _ BOTT. BOTTOM R.O. ROUGH OPENING x o A z Uz SIDING BR. BRICK H HIGH RQD. REQUIRED ° Q A7.81 Building Sections and Balcony Detail for CARIBBEAN ELEVATION BKFST. BREAKFAST R SH Q a 0 0 0 � DIFFUSER LAYOUTS ::::: FRAME BEARING WALL BRICK HB HOSE BIBB & ROD & SHELF �,,,� , U.J '_ J R WALL (NON-BEARING) STUCCO FINISH CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w N = o Q M1.81 First Floor Diffuser Layout for CARIBBEAN ELEVATION INTERIOR ( 0 C.J. CONTROL JOINT HGT. / HT. HEIGHT o M2.81 Second Floor Diffuser Layout for CARIBBEAN ELEVATION CMU MASONRY WALL EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET a o ELECTRICAL LAYOUTS GABLE END WALL INSULATION CLG CEILING SGL SINGLE o m _ CMU CONCRETE MASONRY UNIT INSUL INSULATION SET. SHEET Uj Ce 0-1O Z E1.81 First Floor Electrical Layout for CARIBBEAN ELEVATION FRAMED KNEEWALL - DECORATIVE STONE C.O. CLEAN OUT INT. INTERIOR SH. SHELF 19 Q W o E2.81 Second Floor Electrical Layout for CARIBBEAN ELEVATION DROPPED SOFFIT — PRE-CAST LINTEL/ HEADER COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER 00 % COMP. COMPRESSOR SL. DRAWN BY LLJSTANDARD N OTE S & DETAILS SPECS SPECIFICATIONS Q � oc CONC. CONCRETE K� KNEE SPACE C.CRUZ Z �m D3 Standard Notes & Details - CONT. CONTINUOUS _ � S.P.F. SPRUCE PINE FIR 6-4z z D7 Standard Notes & Details L LONG SPRG. PT. SPRING POINT CHECKED BY V C) Q D8 Standard Notes & Details DB. DOOR BELL LAV' LAVATORYC'y STD. STANDARD S.VANCLEAVE w W DBL. DOUBLE `- .LDRY LAUNDRY STL. STEEL L'" LIN LINEN STOR. STORAGE SCALE I z W DR.& SH. DOUBLE ROD AND SHELF DECO. DECORATIVE LT LAUNDRY TUB AS NOTED m Q > O J DET. DETAIL T TOP E-- Q m. . MASTER BATH T&G TONGUE & GROOVE w 3= DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 0 0 DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE d 0 DN DOWN MFR, MANUFACTURER T.O. TOP OF 05-18-15 DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM U, o DS. DOWNSPOUT ! ' N. MINIMUM TR. TREAD SHEET REVISION INFO Ce z D.S.S. DENSE SELECT STRUCTURA". MIRK. MIRROR TRAN. TRANSOM w m DW DISHWASHER _ MLDG. MOLDING TYP. TYPICAL 1 RFI #112415 F.M. 07-08-15 ~ w z vi DWG. DRAWING M.P.H. MILES PER HOUR Z W o z E EG M T METAL THRESHOLD UC UNDER COUNTER Q ,,, Z L� U.N.O. UNLESS NOTED m m W 3 E.E. EA H END N.T.S. NOT TO SCALE OTHERWISE o J � E.W. EACH WAY W Q 0 � Z = 0 w EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO O (n J = ELEC. O.C. ON CENTER VERT VERTICAL Q ENCL. ELECTRICAL E cvn ENG. ENCLOSURE 'C.H. OVERHEAD V.T.R. VENT THROUGH ROOF ne a a m OPT. OPTION(AL) ENGINEERED cC w z EQUIP EQUIPMENT OPNG. OPENING W WIDE Z O > EXT. EXTERIOR ( W W/ WITH oZz W .C. WATER CLOSET SHEET DESCRIPTION Uj X: o z PED. PEDISTAL SINK WD. WOOD •-• to w O f POLY POLYVINYL WDW. WINDOW COVER z W I P.S.F. POUNDS PER W.I.C. o SQUARE FOOT SHEET WALK-IN CLOSET >- ce m . WP GFI WATERPROOF GFI o Bea > 0 Al W.W.M. WELDED WIRE MESH I_ vi Q " DESIGN CRITERIA - W.W.F. WELDED WIRE FABRIC 0 nJQ HOUSE ELEVATION ABBREVIATIONS q- 0z W TRY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 PROJECT NAME W , o oso Cc a _ ABBREVIATION FULL NAME ELEVATION CODE ATLANTIC BEACH Ce W Z W BUILDING TYPE: V B MAN. MANOR 03 wIL. WILLIMSBURG o7 AMBASSADOR ESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II W PRO. PROV � CIAL 08 ;5 (n=5 m o m )TH EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 CHA. CHATEAU 09 DUVAL COUNTY Uj Z = o B.C.. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH VER. vERsLLEs 10 LOT/BLOCK 161 Z Z0 cc CLA. CLASS C 18 Z O U B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH MED. MEDITERRANEAN 19 TBI NUMBER 161 g • (n oRA. TRADITIONAL 20 o Z r B.C..BC5TH EDITION (2014) PLUMBING EXPOSURE - B MODEL In COU. COUN(RY MANOR 21 Q o � Q .B.C. 5TH EDITION (2014) ENERGY HERIIIAGE 22 Ln U W a ENCLOSED BUILDING HER. CATALINA 66 Z ' ONSERVATION CMN. CIMMRON 28 _ I � W o z INTERNAL PRESSURE COEF. +.18/-.18 MSN, MISSN 30 Uj U_ Z < F.B.C. 5TH EDITION (2014) FUEL GAS car. cRA SMAN 31 ELEVATION NAME Z W o FOR WINDOWS & DOORS SEE FLOOR Ff F- - a oF.B.C. 5TH EDITION (2014) ACCESSIBILITY SCL. SPAItSH COLONIAL 32 W ALL 00 PLAN FOR ACTUAL PRESSURES BOR, BORnEAUX 33 cn QW � LCL . __ 0 N.E.C. ELECTRICAL 2011 (NEPA 70) THIS DRAWING AND DESIGN IS VALID BRO. BR*HAM 39 ml Z = Z c� N.F.P.A. 1012014 RENAISSANCE 40 Ce m FOR 12 MONTHS AFTER THE DATE IT REN. Z SHEET NUMBER _ VIE. VIE A 41 o Z W ASCE 7 10. MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE L Q = FEMA RULES & REGULATIONS CURRENT CODE IS VALID Tus. TUS AN 44 FILE Cw _ � Ce CLS. CA S 46 uj Co V ITV. ITAL N VILLA 58 L: 0 QUt- o i C:1J ERIAL NUMBER 1010.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION T°TMINGCOMM'�o�a ,TME NUMINDEWED ITHIS MG auwa�ao�+w�wm�me�aete ra�u�e�m�t� WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANSEXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODEnN�eCIASCW �MOFCc�►nONMM. o SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADS JUN O01 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE PESTICIDES, BAITING SYSTEMS, AN PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE = OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL �- SECTION 202, REGISTERED TERMITI-IDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. :3= PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND m DEPARTMENT BY THE LICENSED PES ' CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, J "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 LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL ' v ~ DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE SHANNON NI. VANCLEAVE,AIA NOTE: PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 97NC 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. U- APPROVAL DATA M E ON FILE ODUBMETHODSWITH THE BUILDING DEPARTMENT.OR BORA-CARE" INED AT IT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY o z REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY Q p 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. Z wPORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. W c OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS Ch w O 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. ice z J STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" Lu WITH � o CAST IN PLACE CONCRETE 0/C SINGLE TOP AND BOTTOM PLATE. :1a w M W 1. CONCRETE,SHALL HAVE A MINIMU COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES LA BL 03 a a �, a, o A SLUMP OF 5 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK C H O z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS � F, ° w = Q 2. ALL REINFORCING STEEL SHALL E NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. °° ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. Q A .� w fi O GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ❑ o W 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE U w 8 AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6 . FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION �' 0 o Q = ~ PER PLAN WHEN FIBERMESH IS USE ILO WWF A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY SIMPSON "SET" EPDXY MIXED PER MANUFACTURER'S IN � z Q ( ), U S STRUCTIDNS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH � ac� ° W 3; o THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE > cC USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO •~ o Lu zo 4. HOOKS SHALL BE PROVIDED AT ISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH w O 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A THEIR BACKGROUND. x ❑ ra cn o 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4 , PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a p Z o �-- z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO 04 ui = 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO A �t v 4. MISSED LINT / w A EL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL A Z M--+ ce w Z 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 2'/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. V cn ,� r.,�.� O 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 a a ce �` `n SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C A w = o CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. O a 04 � 3' '-' 9. FOR SLAB ON GRADE PROVIDE 4" CONC. SLAB W X X W1.4 '� � C / 6 6 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS � � A z z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH 0 _ ¢ MAY BE USED ILO WWM WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. rs, 0 0 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 U.1 U- -� RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N F- z -� 10. WHEN THREE OR MORE BARS ARE REQ D., THE BARS SHALL BE HELD IN PLACE AND GRILLSOR COOKTOPS. O ALIGNMENT BY TRANSVERSE BARS 0 "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF 64 O STAIRS 40 PSF ANCHORAGE Ow REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: 0 m m ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Lu Oz SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF ce v 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 0 o In. STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING SLEEPING ROOMS BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z� ADDITIONAL CROSS- REINFORCING IED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY � WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEE DIVALENT cv � o DRAWINGS: @ 28 DAYS 3 Q z QF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST / INCH AND m z FIGS, WALLS, COLUMNS, B_AMS, SLABS: 40 DIA. OR 25" MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ENT.�QQVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATA SHALL BE CHECKED BY cC `� FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. = w TEMPERATURE REINFORCNS: 20 DIA. OR V-0" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI 11 GA E, B ,BED, GALVANIZED OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN A. BARLEY a- ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI % INCH �'IAMETER. z w WELDED WIRE MESH: 8 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF s SCALE ca < > MASONRY WALL CONST. FIBERS PER CUBIC YARD J Q 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRO0RS o TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED S S�#-IALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. 0 0 Lcne 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. UNITS: DURING CONSTRUCTION H.V.A.C*NOTES HEFT DATE J O STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36 000 PSI U.N.O SHOP AND FIELD S � � 3. COARSE GROUT SHALL CONFORM "0 ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 � � THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: Luo 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 MECHANIcki; ESIDENTIAL, AND ENERGY CONSERVATION o cC °� 4. VERTICAL REINFORCEMENT SHALL. BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED o MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO WOOD _.BEAMS, RAFTERS, JOIST, PLATES. U.N.O. NO. 2 SOUTHERN YELLOW PINE (19/o M.C.) ate" O z WITH COARSE GROUT. FRAM NG: "' = m 0 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 5. VERTICAL REINFORCEMENT SHALL. BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A UIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. WHERE SHOWN ON THE DRAWINGS AS RE MAXIMUM SPACING OF 192 BAR DIAM ERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) Q ~ w z (0i CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. cn O 0 OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB `t 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 °J° � OTHERWISE NOTED ON THE DRAWIN GS. ' WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR w Q o 0 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL LATH STRIP TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS z = o w OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: SET REVISION INFO p U-1 w FELT PAPER AS A STOP IS PROHIBITED. TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL � z 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. 0- m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED z O Luz SHALL BE CONTINUOUS AND SHALL P A MIN. 8 . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. w p WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO �- WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION d z v cn 1. ALL WOOD MEMBERS EXPOSED T WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR Z SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE uJ w O 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL v LOAD BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. �_- z cw FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 m �; z GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS: ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES FROM EDGE OF OPENINGS. w ¢ j 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF „ vi¢ STUD UP TO 1 DIA. SHALL HAVE ST D PROTECTION SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. uz,, J z PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. LIVE LOAD: 40 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 cn Q TOTAL: 60 PSF Lu w = z 4. MANY OF THE NEW PRESSURE TR=ATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND PROJECT NAME o cn p c3e vi `'' AND TO SELECT APPROPRIATE CONNE TORS THAT RESIST CORROSION. FOR EXAMPLE AC C VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. ce z Z ACQ-D, CBA-A OR CA-B REQUIRE HO -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL VERIFY ALL CONDUCTORS AND BREAKERS W EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL on DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR o / Q oVERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. tw- v OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) _ STRUCTURAL STEEL IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, a u- w � ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL z w w X ALL STRUCTURAL & MISCELLANEOUS TEEL A36 36,000 PSI U.N.O. TUBE STEEL: ASTM A500 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z O ' ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. w � 0 GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR Sr Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK cn z ,� WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325 BEARING TYPE CONNECTIONS e z o z cn STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS cL z o CONNECTIONS WHERE INDICATED, A L BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES TBI NUMBER - o z STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL Q Ld 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 PROVIDE MININUM OF 3" DIAMETER CHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE ALL C, w o o >- R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. � Lu Q DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, c) � w w THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ELEVATION NAME z a � Oo PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL . cn cC ui 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 ac = U- MANUFACTURER UNLESS NOTED ON THE PLANS. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ~ z O 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. z MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE � w m WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH o NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER M = 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. pc� g IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. LL, DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. �.. o m WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE '-' z J TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCDN SCREWS 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). GN1 O O w 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD, TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF lOd NAILS AT 10" C/C. ERIAL NUMBER 1010.0 M THE BEST'OF W WOWLEDGE,THE DESHN DEPICTED ON TIM DRAWING COKKIES WITH THE APWICAKE MB~BU DING CODE IN ERECT AS OF DAZE OF CE11MCATION BELOW. Ln U 4 .-11 N z 3 U 2015 B @�_ = o A7.81 °C 80'_0" cc ao J 00 g�_011 45'-10" , g._4.. 151_10H v F- SHANNON M. VANCLEAVE,AIA AR 97080 GAS LINE FOR 10" 8'-2" 4'-11" 6'-0" 4'-11" I FUTURE BBQ '-0" 0 o 6 AREA GAS LINE TO I T.O. PAD ,Z o T.O. PAD I FIREPLACE1.011(IYP,OF 2) z U) °� 111 B.F.F.(TYP,OF 8) tHB O CD w T__1 T, g (n w O ----I L----- - -----� G. 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EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE OO -AN :MVA?U�.'LEAVE,AIA 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. AR 97080 z INDICATES DOOR OPENING z z Qo .to Ow cuiWO a oC CC Z m oo �1 � Lu 1-4 uj a ?� LU > ouj A w o0 8 � 00 oho w p g J w Z O w O �U) a W Q z * ,..a o 0 WhO A 00 o w zA vcwr� z <t � CL a A >-LLJ z o A w � � a N = z ¢ w o W.W.M. PLACED IN UPPER u- 1/3 OF SLAB OR FIBERMESH oW a REINF. PER PLAN I V � m uu o zLn 1/ 8" (MIN.) SAWCUT x 1/4 OF Q oc O SLAB THICKNESS SEE O FOUNDATION PLAN FOR LOCATION m ui DRAWN BY ce ce Lcuo C.CRUZ 43 Z z Z zr- a „_ W g CHECKED BY jQ S.VANCLEAVE w � U'j � - O >. W SCALE ma > AS NOTED 0 0 = SAWCUT JOINTS PER PLAN. 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U- m LANAI 00 BOTT. @ 101-811 PAVERS ON ... is Lul0 ( S 12'-0" CLG. co ... EMWALL LINE OF -.-% — '.. %0, '.7. 00 uu % .7.. a- In ... 1 ................................................... 21-411 1 3 ------------------------------------------------- 00 ce M "To 0-1 5 - 31-1111 51-711 2ND. FLR. A� 0 rA I PLZ=co I ABV. -1 - - - - - - - - - - - 7. all of 1 4 u_ — EI17nF 21U f LK-A V-4 0-4 Ln A7.81 - - - - - - - - - - - -T_ ZD CD BATH 2 A7.81 4z Z 1 11-311 0 T-1 I I m I r__ FLAT SOFFIT C> if 0 M UJ BOX BEAM 41-711 31-211 811 21.1111 41-411 21-611 7 -911 Ln 31-711 -1 91mioll 1-011 Fin 5 -011 D75 51-411 io'-O" CLG. 8'-4" it- 6 Ln BOTT. @ 9 0 — TO c) 1 6 6 C:) COLUMN ��I20 uj WIDTH 0 En HALL 1_011 TWO STORYO OM Al P64 c"t c0i 1 12 NNI 6 7 OAK I TYP.__/ 12'-0" CLG. OYER IL OFF Ic— -- % 2 .......... Ii I _9 .......... (D o OOR Fq STAIRS % 1< - 1 1 11 IN ............. % r 4 _j 411 - - - - - - -n-_;r_ rr 011 1-011 Ln r % 3 -8 W.I.C. cid I Lu m ... A3.N LX 0 cc im < ce cnO GOURMET V_ r4 's R &SH 11 0 o D� % E C L.IrLJ 1 KITCHEN DRAWN BY Lu co 5 z .... ............................ .......... .... __ 5 ............................................. % ........................ 121-011 CLG, 6 vpf.� i HALL % C.CRUZ u- % -911 1 1 -011 C -911 ------ Lu V-4 Is .7. V_ N� 101-811 12 %%41-411 6 10 LG 3 �11 \ CD ;Ar-mvv J. 42" HIGH RAILING PWDR RM., -------- ;2� 1 4 'o CHECKED BY 0 CD W/ PICKETS SPACED 101-011 CLG. I I Ln cn In U_Lu -1 f__�FLAT SOFFIT jolixioll IT I I In ce fn -1 4 S.VANCLEAVE UJ Ce 0> imoll TO REJECT A 4" DIA. U.J10 BOTr. @ 9 AIR Iql- - I LINE OF La Ou BREAKFAST m REF rr=-_91 MT SPHERE LLI I Lu 2ND. FLR. r---------I JUMPER % SCALE I I I ULI SPA LE HALL - - __j ABV. Z-1 j In 910 1 AREA 1-011 CONTINUOUS CD C13 < > In 0 D.W. 0 10 7 Ica AS NOTED 1 -1 11 12'-0" CLG. 10 HANDRAIL @ 36 << ._j 0 00 In j 6 = L < _j CLG. 0 1 bINK' zo iLL_ 11 R &ISH ABV. NOSING U-10 I.- M :1= - q -1 1 411 6 41-411 1 LT CD 1-91 Lu 201-811 vc--D W/DISP. 4-71 Ae I % 010 u_ chII 0 0 _p. RL& H SHEET DATE -PROVIDE BOOSTER FAN 9 r 05-18-15 uj 4 15 GAS COOK 0P bo A -------------- % Ln L—— —— ——-Z, I . I ................ A ju 0 ce SHEET REVISION INFO tK .......... C) LAUNDRY AS cz ----------------- 1 RFI #112415 F.M. 07-08-15 0 zo - LU 00 101-0" CLG. CRY Ln W.I.C. SH LF 10-0 CLG. I II ...................... .................................................. PA 9 AB v. THREE CAR r::: :- :- E Lu ui I> CD GARAGE 9,1c0a < Lu 0-4 41-711 31-21 41-41 c % 00 10' 0" CLG. ... ....... *3111 rs! D 2 co Lu : *2 1 1- V-4 20 Z; LSH LL-I 0 C> XL;=3 :I I _j P-4 -I I V-4 0 01% 1 i - bo -0 00 LLj < % c--M r4 11110 LINE OF .......... ........�.4 1 ..., z 3= LU co SET REVISION INFO ZI i IIii :;j 2ND. FLR. Lu _j LU 6 I - 1-911 ABV. 00 2 6 31-811 -1 7.7 -oil co 2II UJ ce ce % 2 Lu co P 0 > .................................. IM4 3: ') 3 FLAT SOFFIT BOTT. @ FLAT SOFFIT 0 M 3: (n o BOTT. @ 8 8'-0"TYP. OF 2 uj -r- AIN oV rn ------------------- %k - — - — -— - SHEET DESCRIPTION Lu Ae-- 1 1 - C) C) ko CD UJILILI Lu 160 1- 11 I T-4 Lu 131-411 6 6 1-511 S'-1011 4 ... .. ............. in I J* ................................ Lu 0 10 FIRST uj ASTER BEDROOM- 15 12 121-011 TO 121-811 PAVERS ON J............... -.4....... FLOOR PLAN co ce I U- -01 0 7.1 01 LU 0 7., 12 COFFER CLG. 0 10 STEMWALL MASTER 4c CD Lu v-- Lulin 6 ZI BATH 00 J a 1 .......... L-A SOFFIT, 6" 1 191-511 1 51-511 io'-O" CLG. 101-511 1 41-411 611 221.011 1 L*I .4 'o Lu TYP. r- Ln LU PROJECT NAME -----.............. Lu 0 Ln Ln :1:::....................... i.-:!Awmwr:" % WATER 7.7 C*4 ce < % SOFTENER LOOP ------------- ATLANTIC BEACH 0 Lu IDR&SH� K/S I 11 %] CD ........................................................ ... ....... ..... ..................................................... .......................................... ...................................................... ..................................................... ........................................................*.,.*. ...................I.......................... .............. ................. .................. .................. ............. ................... .......................... ............................. .............................. ...... ................................................... ..... ............................................... ....... .. . ....... AMBASSADOR Lu r uj W.I.C. OOO _�HB cn UJ A U I io'-O" CLG. DUVAL COUNTY 0 u- (n \--TRELLIS, Z 0 = 6'-0" HIGH TANKLESS GAS WATER 6-4 = REFER TO ui Z ce GAS LINE TO LOT/BLOCK 161 ;zu_ PRIVACY WALL HEATER A5.2.81 FORM0 (n 1-011 WATER HEATER DETAILS TBI NUMBER 161 E :5 m C) m 10, 111-311 3 141-611 131-211 71-611 Clull m F 'v 1 AIC C U"M__ 2, 141-511 m 0- 0 IPA* cn 0 MODEL o 1-1011 AREA CALCULATIONS: CARIBBEAN M uj 12 -163 4 < rn 1ST FLR A/C LIVING AREA: 2,836 SQ. Fr. 0 Ln (n ce uj .. �- 5- * 1-011 2ND FLR A/C LIVING AREA: 1134 SQ. FT. CATALI NA co 2: 80 1 I w 0 *-.4 >. TOTAL A/C LIVING AREA: 31970 SQ. FT.u.j Z V-4 v < ELEVATION NAME C> u_ B COVERED ENTRY: 86 SQ. FT. 0 uj ft. a- 0 A7.81 2ND FLR. BALCONY: 122 SQ. FT. LU CARIBBEAN 00 (n ae P Ce Lu COVERED PORTICO: 86 SQ. Fr.z z - COVERED LANAI: 490 SQ. FT. 0 z GARAGE: 683 SQ. FT. LU co FIRST FLOOR PLAN SHEET NUMBER uj TOTAL: 51437 SQ. Fr. 1 SCALE: 1/4 I'= V-011 CARIBBEAN < jz b Coe ADDITIONAL NOTES, DETAILS & SCHEDULES w ca W __j 0 u_ CAN BE FOUND ON THE A3.N SHEET. Lu < u ERIAL NUMBER 1010.0 .00oxvw -V11 -V11 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING O"LIES WrM 7NE AMICABLE MINIMN BUDDING Ln CODE IN EffCr AS OFDAM OF�ruICATION RLOW. N ' I o. ' JUN 3 0 2915 U= B ILDA7.81 a J 51'-8" o 17 1-711 20 -9 3'-511 3 -1O 6"1 ANNO 'M: VANCLEAVE,AIA 40 AR 97080 4'-3" 16 6j _ z U- 140 71_9n 31_911 Aft Q O u)) 0 W U) uJ O - - - - - - - - - cc z °° J - - - - - - - - - - - - u- N uu ~ owa LU m I I I I H u w 00 I I I I S adcl00 z I I I I I o 103-. 0 I I ROOF BELOW I I s uj > oc I I I I o $ 0 > o uo E opo I I I I I a � W Q o I I 11 `sD I O V '-� A Who I W A v (A ¢ = I 1 A z � ao. � ch Lu z BEI I I OPEN TO '�''� A Z Lu FOYER BEL W 6" x o � `z �_ I I I �_ �� I O a 0 V ci o o rA _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _CONTINUOUS HANDRAIL @ - - - 20 5 CLG. 3'-11" 6'-3" _ °1 A 1 � z a A7.81 = I I I 36 ABV. NOSING CRICKET AS :�� 6" - - 13'-6" - - - 2'-11 2'-10" _- - - <- - - - - -r' - - - A7,81 w N cc I J I OAK STAIRS REQUIRED. �' N I c � I I PRO E 2" MIN. CLEARANCE _ I Lu I `� - o o J I FOR CO ENTIONAL SLOPE PLANT a, V oc m I I SHELF @ 1n OI F w O IN _ -� 11'-4" a z A.F.F. �, I in LU I _ � _ Z W I I I NI I I I I `� `� �� I DRAWN BY of Q oC I 1 .H U. I I I I I I - _ I I I I I I I ' `� �i Z m r A3 N V I I �, �, C.CRUZ I I I TNI I I I I I I © ) Z I ' I -' CHECKED BY ce u .H U.#2 ` _ _ u' L J I DN FLAT SOFFIT = S.VANCLEAVE _ o�c z W I 7�_3n 2._2.. ._2. 6' 0" 6.. 9'_62n 13'_7x" '� SCALE 0o t > I I AS NOTED 0 0 = I I I 42" HIGH +- n t n MECH / STORAGE LOFT 3 -10 6 -1 E e uj RAILING W/ I `~` cn = I I 9'-0" CLG. iN f O 0 I I UNFINISHED I PICKETS SPACED ';� c, SHEET DATE o c, 22x34 - SLOPE CLG. I 11 cC '"� I I n n n �_ n °O TO REJECT A 4 J M I w o I ATTIC 3 -2 4-7 6 `9 4 L" DIA. SPHERE 22'-9" 0 05-18-15 cc r' I I ACCESS _ 6" n ? SHEET REVISION INFO �. - FLAT SOFFIT cn a O z r+n I I 1 0 5:-5 8 HIGH o KNEEWALL d- _ °° " I - - - - - - - - - - - - - - - - - - - - - -------- BOTT@8�_On ;° Z = o Z I I \ I - ------ - - R &SH GAME ROOM - - - - — _. m Z I I I M - ------ 18 9,_0�f CLG. i ao °° I I - - - - I Up W.I. I in I oo r0 J •- 9�_0�� _� 6 N FLAT 12 I Z = o W I- -I I I 6": 3' 2" �'-1' 6" -11" I `r' '-0" `° , `r' � cn w I I I 26 11 SOFFIT SET REVISION INFO Ln -' I MT e I I LL, g � � � � ,I 18 I o � m _411 0c Luz I - - - - - - - - - - - - - - - - - - - - - - - � 18 I z0o � � u., z C , 4 oW z I I CONTINUOUS I _ 18 Lu cn — o SHEET DESCRIPTION W o z I © @DORMER I HANDRAIL @ 36" �+ 121-411 _ I = Wo 13 0 5 8141-2110o - o z w I I ABV. NOSING - coSECOND Ea n I o Eo rh ce z I I 6 M SLOPE 18N IN.To FLOOR PLAN QWo I I = n I co N MAX. PER OOT W o J z I I BEDROOM 4 I J r+ 9 0" CLG. W �, Q I I I BEDROOM 3 wv z I ROOF BELOW 9'-0" CLG. E W o I = 1 _!; i I PROJECT NAME I I 11 � oo J N 11 rn W Z I I co O _ 0 0 . I I T, oc 1 181-7111 1 ATLANTIC BEACH Lu I V 8" I COVERED 1 AMBASSADOR Lu -� I �, -00 I BALCONY o u_ I �° I 9'-0" CLG. I I ao DUVAL COUNTY z o w - - - _- - - - z - - - - o - - - - - - - - - - - - - - - - ........................................................................................ .............. .................................................... Lu LOT/BLOCK 161 E: z z o � OF © A DECO COLUMN TYP, SEE 0 m - cn ' I BATH 3 I ELEVA TBI NUMBER 161 TIONS FOR DETAILS Z LU LU o Q I 9'-0" CLG. MODEL FLAT SOFFIT 36 HIGH RAILING W/ o a W Q 7'-0" I 9'-4" I I PICKETS SPACED TO REJECT A Z 16 -4 5 -5 8 CATALINA Ln W L ¢ 4'-8° n 4 DIA. SPHERE N � U- 40-11 6-1 �� ELEVATION NAME z uj N W 51'-s° w CARIBBEAN Lu H- V to B ZZ � Z Lu A7.81 t v Luz ` z SHEET NUMBER LU � 6 � � SECOND _ "�� 0 W m ui ADDITIONAL NOTES DETAILS & SCHEDULES U S 14 ■ w J z J � SCALE: 1/4"= 1'-0" CARIBBEAN F_ 300 a ,Q u � o AN BE FOUND ON THE A3.N SHEET. Lu 0 JERIAL NUMBER 1010.0 i TO THE BEST OF My MWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE 1N EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U JUL 0 8 2015 N ~- 42" HIGH RAILING HANDRAIL FLAT SOFFIT ' 2x12 WD. 2ND FIN FLR. CARRIAGE FOR OPT. BUILT-INS o K? W WITH BALLUSTRADES SPACED 3 RE 'D. 11 FLOOR TRUSSES BY ENGINEER F- .....................................................T..O.......REJ_ECT..4"...SPH_ERE....... :..._................................. REQ1D.) -10 6 -6 4 -10 o .................................. ....................... ce STAIR RAILING AND w z� t- ,. s n {J �3 , L, :_ Y H _ f ii ;! r 11 H 1 i€ ii 1€ j F F € ,F € ii, l ,.1 •:; •:d is �s H I fll 11 1 s:a I 0 0GUARD RAILING NOTE - V E-- E � ^•; � ; � I I � SHANNON M. VANCLEAVE,AIA ' 11'-4 3 4° I I I I € AR 97080 I / . ...f.. ..._ .. ... .. ... . .... A.. ..._ .......................... ::. STAIR RAILING AND STAIR GUARD RAILING �... ...... ........ ........ ...... .............. . ............ ......... ........ .. ;......�111111................................................:._:.:::::::::.: I I TOP OF MANTLE I I CABINETS AND >. SHALL BE CONSTRUCTED TO WITHSTAND A � ----------................. SECOND FLOOR TO BE 60" A.F.F. I I - APPLIANCES ARE FOR 0 r� �.v I I I I •, YY: - REFERENCE ONLY z o CONCENTRATED LOAD OF 200 POUNDS APPLIED gat ;:f = _ - > o z AT ANY POINT ALONG THE RAIL IN ANY 1 d- I I I I oo- ............... E. NOTE /8 10 NOTE*18 RISERS @ 7 5 ' DIRECTION. IT MUST ALSO WITHSTAND A I o 00 >. Q v, NOSING TYP. 3 �' 17 TREADS @ 10" UNIFORM LOAD, NOT CONCURRENTLY WITH THE o = :gym ,,- _ * /r ACTUAL STAIR RISERS ( I W c CONCENTRATED LOAD, OF 50 POUNDS PER .: r ' 2x WD. _ TO BE VERIFIED BY I cn o .............; TREADS - ,%, v� a m LINEAR FOOT APPLIED ALONG THE RAIL IN ANY _____% °O CONTRACTOR IN THE FIELD I I 1ST FIN FLR. '; �.__________; °C z TERMEDIATE RAILS AND POSTS :.w£::::::::, (NOMINAL)';; 11' ( I > <C 00 N O W DIRECTION. IN n; FIXED GLASS w .� M U- TYPICAL - MASTER BATH ►� IN-FILL SHALL WITHSTAND A HORIZONTAL �, ►-a a O cc3 o w Lu a. o LOAD OF 200 POUNDS APPLIED AGAINST ANY 4 - MODERN FIRE PLACE h 00 W W Q ONES SQUARE FOOT AREA, NOT CONCURRENTLY €ll DESIGN FOR REFERENCE w m Q -� o l.:_:.:.................................................... O A > E- O WITH OTHER LOADS. _ ONLY W , T n EL U w o =o = _ ...., 0'-0" FIN. FLR. 3 MA TER BATH DETAIL g 0 z = D, 2x4 STUD S O RAG E FIRST FLOOR z SCALE 1/4"=1'-0" � N oho NAILER WALLS A3.N ►� Lu_>j w z 2 FIREPLACE w o Ei SCALE 1/4"=1'-0" _� o A3.N o WQz TAIR DETAIL a A o S �a o SCALE 1/4"=1._OT, w Z a cCWz A3.N A � Q � a W cc z A � LUZW E x' OV = Q � �- cc �, a Ci W 0 cv = Z Q O ce � 0 a o W O a J V cC m Ln ceLu OV0 Z o W DRAWN BY Q � W C.CRUZ m Z Z 0 CHECKED BY ..................... ............................... a i :....... : S.VANCLEAVE � SCALE W W I� ;...... . _ ^ :R. -:: .........-1 ............. .............. Li- r--;� _..._._. AS NOTED J O - f cn 00 ~ W to oo ............. ...-:. �/ SHEET DATE L.L. :E � Fi tE I r O i it E` Iii :! F `s: it li€ (: �� : }(E 05-18-15 E' W it cc ' SHEET REVISION INFO .. E Wo 0 tRFI #112415 F.M. 07-08-15 Ca 61_0M W z cn \. z50Z € '¢ W u' m °° W 0 0 4 ENTRY @ MASTER BEDROOM SET REVISION INFO W Q � � Ln W n SCALE 1/4 "=1'-0" OZJW A3.N W (� cC � � � a- w 0° DOOR TAG Z O > DOOR CALL-OUT DOOR SCHEDULE En O 0 w z TYPE SIZE REMARKS ' SHEET DESCRIPTION woz � Wo FLOOR PLAN z 1ITHERMA TRU INSUL. ENTRY DOOR 3 -0 X 81-011 INSULATION SCHEDULE NOTES, SCHEDULES o a W o 2 O.H. METAL GARAGE DOOR 8 -0 X 81-011 W `> V LOCATION TYPE R-VALUE U.N.O. �- cn Q 3 NOT USED CEILING @ LIVING AREA FIBERGLASS 38 & DETAILS zz = o Lu $2 � Q 4 DOOR ,- ,- SELF CLOSING, SOLID NOT LESS THAN Al EXTERIOR WD. FRAME WALLS FIBERGLASS 19 LuWQ2 8 X8 0 1 "THIK R - 11 a o � 0 3/8 C 0 20 MINUTE FIRE - RATED WALLS TO LIVING AREA FIBERGLASS PROJECT NAME ce �; z 5 HOLLOW CORE DOOR 2'-4" x 8'-0" ATLANTIC BEACH 0 0 � W 6 HOLLOW CORE DOOR 2'-6" X 8'-011 WINDOW TAG WINDOW SCHEDULE CRB o � � WINDOW CALL-OUTAMBASSADOR � = o W 7 HOLLOW CORE DOOR 2'-8" X 8'-0" = TYPE SIZE REMARKS DUVAL COUNTY o u- w 8 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" 0-4w 9 HOLLOW CORE DOOR 1'-4" X 8'-0" A SINGLE HUNG 25 36" X 62" EGRESS / LOW E / VINYL LOT/BLOCK 161 in z z o ( 10 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" EXTERIOR/ TEMPERED B SINGLE HUNG 24 36" X 49 5/8" TBI NUMBER 161 0 .L z 0*1 o � z � 11 HOLLOW CORE DOOR 2'-4" X 6'-811 C FIXED GLASS 3211X 16 1 LOW E / VINYL/TEMPERED MODEL r-i z W Q Q o Z 12 HOLLOW CORE DOOR 2'-8" X 6'-8" D FIXED GLASS 36" X 16" - CATALINA z a' 2 TT 4 1" X LOW E VINYL FROSTED W W o z 13 FRENCH DOOR (2) 2 -6 X 6 -8 EXTERIOR/ TEMPERED E SINGLE HUNG 28 3 3 49 5/8 / / OS ED _ 14 HOLLOW CORE BI-PASS DOOR 6 -0 X 6 -8 O / ELEVATION NAME Lu U- W < T' F SINGLE HUNG 25 2 36" X 62" EGRESS LOW E / VINYL z W O I1 G SINGLE HUNG H36 25 1 2" X 75" LOW E VINYL ~ ALL �. � can- � 0 15 HOLLOW CORE POCKET DOOR 2 -4 x8 -0 / / W . a W � U- 16 NOT USED H SINGLE HUNG H34 25 1/2" X 49 5/8" LOW E / VINYL to ui� u z o I FIXED GLASS 24" X 48" LOW E / VINYL > W 17 NOT USED �T Z SHEET NUMBER � cc m I SINGLE HUNG H35 25 1/2 X 62 LOW E / VINYL -cx W 18 HOLLOW CORE DOOR 2 -8 X 6 -8 LU O 19 HOLLOW CORE BI-PASS DOOR T-0" X 8'-0" K FIXED GLASS 49" X 72" (TOP @ 8'-0" A.F.F. ) / VINYL /TEMP cu: � W M w L SINGLE HUNG 13 3 18 1 8" X 37 3 8" L - o m 20 FRENCH DOOR (2) 2 -8 X 8 -0 EXTERIOR/ TEMPERED O / / 0 A3 ■ `i J o o R 2'-8" X 8'-0" INTERIOR TEMPERED M SINGLE HUNG H36 25 1/2" X 75" 1 LOW E / VINYL/TEMPERED W -- Q V 0 21 FRENCH D00 / 0 ERIAL NUMBER 1010.0 J I I V NOTES : CM1NJOF ' RM ,4 z 1 . N ': - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY . INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS = 0 NOTED OTHERWISE. m 2A _ FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH a � 5.2.8 - 00 ELEVATION. ~ 5 8 "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON M:VANCLEAVE,AIA AR 97080 5.2.8 TYPE 5.2.8 TYPE - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. z U- U.N.O. Z Z - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM ( (" 4 FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. off = TOP OFHEL _ _ _ 512.8 19 Lu W ~- —TOP_F - - - - - - - - - - - - - - - - - - - - - - - - - - - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST ce z °° . ..____ . - - / INTO THE UNDERSIDE OF THE OPENING. 00 14 0 W J 1 1 1 .... _..... __...... . ......._... � if, 00 N 1 00 -� 4 - _ } ("13� �, w M o _ . _ Q. ) ;; ot- 5.2.8 _ a -_ _ _._ 1-11-1111111111-1-111-1.__ ___ _ __ __l___. I _ 5.218 Wl 1= METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a o W __ ........................ �- L l a z _ _ BE FAUX WROUGHT IRON ALUMINUM. �+ HIm o W Q _ _ W = ao __ ]_ -I _ H ru E- O _ co - 1 I -- THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A w = --------------------------- 0 0 ,,, �'^ °I I: I -- - _ _ _ _ _ _ _ - _ _ _ _ MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHIT /DESIGNER. - - - OP OF PARAPET ECT w Z = 1-- N _ _. _... ..... .... _- tt . _ g zI'll11 - - l --} -- 'J•:'�••::':• I I - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE w ::: : : :: _ : : : __ - - - - - - r.. .,.�• ;-: ..•.••• I I SUB-CONTRACTOR MANUFACTURER AND THE ARCHITECT DESIGNER IN � 8 • •- �� I cn I :: .. > cG , . . , J W z = 2nd FIN. FLR. :: : : _:: : _._ _ +;t •f•r�'.. �...1 .::.::• \\ nd FIN. FLR. TIONS WILL BE CO DI EDA �I 0 % , ,♦ r .: ;. _.. NAT ND 'm WHICH ALL ARCHITECTURAL APPLICA OR 0 44MIS .- - - - - - - - - - - - - - - - - - - - - - - - - - - 7ZFLASHING ,°:.� .: ' ' '':a•. 1.':r•'.:1'..= "' r'~fi'' � r ! APPROVED PRIOR TO INSTALLATION. "q. - "' c `t' 1. r T.. •,*.� �..-._ I TOP OF PLATE ;Q a W = o N N •;: •,..•,�•: �,,•. •�!..:r:.., •�;. -`-' 9 w �- ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH0. O 00 Q V I ,, a LIGHTS 2 A .. Qn = , fii w r r ., •r W 0 Ll 0 . LU r -i cCU �l � I 11 :{: Z aw , . .. ... TI • , i r Zru En • 11 •. t .. .; O f &4 • W _ _ __1111._.. _. x• _51 a. to �. � . ::: - .. - 1111 Z : . _ •r ADDITIONAL D ITI W . . :;. O N NOTES . ONAL ELEVATI a A $24 e 3 � o I04 1 .• 6 •: '-' a 1 1--1 ., �n 1 •••• _ 1••1 . ? .: .i - 1 1 � >` z I •. . . . O - 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7' HEEL O 00 "� W r-1 I •.r, --% 1 '__� ISI - .: • . .•'' .r -X I 0 ' _ - -1 I �1 _ r • • . A I` 0 0 0r3 i.. _ •.� _ 2 ALL HIPS TO BE MANUFACTURED WITH A 1 /2 OFFEST AT CORNERS � - - - - - - — - - - - - - - - - - 1- . . (Z 04 • . • r. ♦.. . z Q 11 .• - . •• : • +••, r TYPE 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN _ O .. w . ,:' .•'' . 'r ,. _ .. 1..1.1.1 __. ... ...I...... ....1-. r•: II Q 0 cC 5.2.8 00 ,a.r� •} . ,;.,,•• ; - 0 r ADDITIONAL /2 DROP • im� •. •.� r •.. •• _ ', ... a. -, •�. • ;• .., , •• O _1111.. _........._.._ .........__.... .... ..__ _ _.._.._....... ... __._ 11.11.. __. _..__... f •• , o a m FIN. FLR. - P. i 64 . • % • . !. . . .. . ,: • •. r �_ � Ist —� ' -. ., W o a i . , •, ," '� ,, r .. , c�,�C• V Z - - , . . .. . I •.r 0 *, .. .r• �,., •}• f }e .' r. . JA •..1 •.t• f e•,. I 0 o a a Lu DRAWN BY U u- a � C.CRUZ _ _ vi o Z cc a CHECKED BY _ ` - S.VANCLEAVE � o- � FR EL V I cmc z w SCALE: 1/4 "= 1'-0" CARIBBEAN__ I z SCALE cc ¢ > J o J AS NOTED 00 = - U- in �' ROOFING PER '-y y i o 0 9 5 CONTRACT (TYP) r SHEET DATE ce (A b 5.2.8 TYP. 5.2.8 TYPE 3 05-18-15 W 0 o cc F_ I SHEET REVISION INFO zo Z m V HwZVi cn O C7 cZCW � z mca W 0 � � CRICKET ,� 0 0 0 TOP OF HEEL _ _ - - - - - - - - - - - - - - - - - - - - - - - - - AS REQ. W T��F�PGQTE- - - - - - - - - - - _ _ _ _ _ s SET REVISION INFO .._ - I'll ,11 Oc ;5 = ... ... _111. ... ` H ce -------. Qa- cem 1 n - - cc 4 L I r _ 11_/1,1 { (D cC W z __ _-_ _- �1 zo > � 111.1 .__ _ . I l . i 1•-1 ... .... .1111. ..... I s cn p __ _ _._. _._.. �. W _ .. .... .... .. FLASHING �, t _ ___ - ----- - - ----- _.--..------------ - .__ ........ -- - _ .___ 0 � w TOP OF PARAPET _ _ � _ - ....... .... — — ........... .r a. ........ ;- SHEET DESCRIPTION E GA W 0 Z _ __ _ __ __ ... .......... 1 W o ' ' FRONT & SIDE y . T1-1 1___111 ..._...__.......... _____-__ J 1111_ _........... 1111 ... .. ........... .. ............ ._...._... ........ 1 ..,L ........ .. . W ' F.,1 j .• .. .,r• _ i cC 0 • ; '°!'�'• �'• I ELEVATIONS � � Y ,� z �- . ! •r y... Q W O ,• .•r. ". .a, i — — — — — — — — — — — r••• t' r ' 2nd FIN. FLR. . • •` :}.. ' :•`.I"•' ''.:'I j, ' �. — . __ I TOR F F I.- cn Q 5,�. . . .. . ♦ _ _ '•, _: .. 8AND NOTES _ .. — — —�: t—a�.T-. +r—�-::r ra.,... ..... = 0 MIs;1' . .... ........ ....._.... ..._.._... M z _ „ ,.• r, ,. r. ,a .. 1 �,; t: :I — ,} Z S. W /Y 1ll;p .. C7 J r. �� J Q r r t .. 1 cn O 0 PLAT •. a , 1 a !: L S' 1 s , H l.: V/ ! f W fV LU — _ _ J L .. L , , , , , • ,f • . .. • — _ _ -e—•'— .max — , r. 1 • • • • .• • r • - ° r . e e e ' , Z r. ! ,.. Y a T . .. EL , x cn 1111 . . , .. .. ., � � �: '<• PROJECT 0 . . : s W14 f. % NAME a ti , cC r eeyy V/ r , !• �.• r a '^ 1 V c ..• •r• r V r I . t• , Q •a. • ,•A S •--1 w• , W i Z •' % I L e , , I ATLANTIC! NTI o11% .f C BEA CH •� ; # , r . .. .� 1] „ 1-1 r �l P” 'r. r 1 r a •r r } •r .. 1. -- . .[ I I i AMB A SAD R S — , a r s � MIS' •%' r V 1 W '; 46 0 •a .� i• 1 - = a ! .3 a c .. 1 r 3 �1 W � J , 1 i 1. rl •1 e .. %% D AL W COUNTY cn , I COU TIr' a' .. ., , Q W O a• /' 1 c .. .. s Z r-1 T •r ,--1 /1�� IF• ,- . . , .r ..` Y� O I �/ I •a• f Q r' W 'T• , a J LOT/BLOCK - cn :: �� 161 , , z . , e = , . .. c .. ! s . �ao' Z Z 1 r 0 'r .. i 0fill •{. r _ 1 Z f• ..• J r• I , TBI NUMBER zit cn r �o 6 a .! . ..• .. 1111 - } •r ,. , •,, , O S 'r - - • r• - Z j1` r Y r11 •. , .. , r' r .. .. r MODEL DEL , 0 M Q • ! • • • . ..., ., , • 1 F a •• w r > - „ V Q a• r ° , 1. 1 . S 1 0. Z 'r } '• . rJ T• r r FIN. FLR. r• _ r - of ,. 2 L _ _ FIN W .�. R. I J L' 4 —r—e— , - • a� " ., s , y. 1 , ... - , , — _ _. — ter—'—_ _ �—T:._ -- _ a , — —. 'I i I , r.: t « CATALINAZ i' .1r r .l ?.� ,. •. :♦ r. I• , , W • .. f .; •a . > s• r ° LLJ In Z re0.- 1•�1 ..• •! •! . Q I. r W �- z ELEVATION N c� �, w ,L 0 NAME - ZW � o • � W PRIVACY WALL W CARIBBEAN w� aW ? = 10 7 11 6 2B = - r cn 512.8 512.8 5.2.8 TYP. 512.8 a Z = z z 5.2.8 TYP. jQ m Z SHEET NUMBER 1 r ~ � ", m inn o z W RI HT ELEV TI N o = � Q ,*�� ¢ o � SCALE: 1/4"= V-0" CARIBBEAN _ W6 WW ASPHALT SHINGLE REFER TO SHEET A5 .2 .81 FOR .�;: e.., uj ca pq V�••-i0 J Z, M J w o o ROOF SYSTEM ADDITIONAL NOTES AND DETAILS w ,f,>J IAL NUMBER 1010.0 TO THE BEST OF W aN MEDGE,THE DESIGN DEQ ON THIS DRAWING COMES WrM THE AMICABLE NINMIN BURDI1G CODE IN EFFECT AS OF DKM OF ClIU MION BELOW. Ln T-4 z C> JlW 3 0 2015 , N I I �= LOUVER C)Joe F I , i VHA _ I ,o ROOFING PER j 1 I I N1.1/ANCCEAVE,AIA CONTRACT (TYP) � � CRICKET E AR 97080 � (FIELD �, ' � I ? o � ; � VERIFIED) ,� Z ----- ------- I FT] � m LOUVER - � ,, -J � CRICKET � � �0 Lu � - - (FIELD _ w � M w � I J i i VERIFIED) , I � Wa _ _ ; ; � ; 3:12 I ij � 0 L 61_pll 'i3l_7LI ; i i v QQ I U w � ^ O � w oo = T _ I I . I �„ � o I PLA ---- ---�- —T I 110, z 014 � trfl� ■ W H O N+�let' � � ; ' � 3:12 � g ... o I , 4 I I , , 40 L ,—f o �- z m O P= .. , I + o <. .fi „ � I I -. C� f_• ;.. 1 F� w Q N - � , ' P I I � A I I � � o I I . . . < " a FIN. LR. I I .a°� < . . " ° FIN. FLR. a. 9 V oC RIDGE VENTS PROVIDED AS REQUIRED BY TOLL BROTHERS P.M. w0 � - Q Q � O z Q w 26 6 � DRAWN BY �; 5.2.8 n(p, 5.2.8 TYp, C.CRUZ V tL �p Z Z O �O z CHECKED BY ROOF SLOPE PLAN SLOPE 6. 12 U.N.O. E= w � ��_ �- �� S.VANCLEAVE REAR ELEVATION O � � SCALE: 1/8 - 1 0 � CARIBBEAN � z w SCALE m Q ? SCALE: 1/4"= V-0" CARIBBEA AS NOTED � Qa W � RIGDE VENT CALCULA� ION: O 0 � -, 4,181 sq. ft. CEILING AREA = 27.87 sq. ft. (REQUIRED) f SHEET DATE o ROOFING PER owc 150 05-18-15 CONTRACT (TYP) o ac � � SHEET REVISION INFO Boz J w co U� Q , � W Z (Ji r 3 m 0 LU m W .._. s a J t-� Z = o �,., - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I SET REVISION INFO T P F HEED < o n J W TOP OF HEEL - - - - PCA z a � ice m _ Z Q > © - o _ u� O I V E o cn _ _ � SHEET DESCRIPTION _ S 3 tJ) W O Z �.... _ ___ 35 HIGH � W O _ _ � � RAILING REAR & SIDE 0 Q ELEVATIONS m � z .......... ................. ........... .................. .......... ............... ............... ATIONS & TOP F HEEL __ _ _ _ _ _ _ ___ _ _ __ � � �� __ ___ - oQwo 0 0 > - - .... .. ....... ... ...... .... ..... ....._ .... . W � V _ � _ _ _ _ _ _ __ _ _ ____ _ _ _ _ _ _ _ — _ e ROOF SLOPE PLAN z Z o - - - - - - - - - - - - - - - - - - - - _ 2nd FIN. FLR. W (> J W O L L [ R '— z ) -4 '� o PROJECT NAME , OJ CT G1 o , ° , I t , ,. ATLANTIC BEACH < , , < , , •y , , , AMBASSADOR < [ O I , s c 1 QCT - , fit' V U) .. .. , .. .< .. .. ., .. GO r W , N D AL COUNTY W w CD ° < W o , .I•- ' .. LOT BL OCK 1 1 , o , , 6 w , , <E° 1 I Z �a /y� F— .. W . TBINUMBER MBER U 11 Z 6 , , cn o%O z a MODEL 0 <s S FIN FLR. FIN F . LR. >z OZCATALINA IIS ° ° T e , •, ° .,, • a .. c. 't:, w , , , , ° z 03 W ELEVATION NAME 0 .P.P , N zWwQ 'L. W CARIBBEAN f � ¢ w � � 2B PRIVACY WALL 6 � 3 � CJ)'H CV � = zz 5.2.8 5.2.8 Np, 5.2.8 5.2.8 m Lu z SHEET NUMBER u oZ = � zooLEFTZ � E L E VATce „_ , „ ASPHALT SHINGLE REFER TO SHEET A5.2 .81 FOR o Z CoJSCALE. 1/4 - 1 -0 CARIBBEA J o o � ROOF SYSTEM ADDITIONAL NOTES AND DETAILS w � Q QV1- O ,J ERIAL NUMBER 1010.0 M THE BEST OF W Io MEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MININN BUIIDING TRUSS - MOE IN EFFECT AS OF DATE OF CERTIFICATION BELAW. Lo ,.., z O.H. ,,, JUT 3 0 X201 1x4 T&G Ob 'Kr 00 LU 1x12 TRIM \ o BEAM (PER STRUCTURAL) � °J° 2ND. FLR. BRG. Ir n CL J 2 X 8 BEAM o o ro A V ~ 2x4 FASCIA Z Z SCALE: 1" = V-0" SHANNB rl.;V�NC�EAVE,AIA CHAMFER 3/4 CHAMFER B ,,,,,--3/4" 2x6 RAFTER ¢ AR 97080 r - - - - - - - %" CHAMFER ¢ 3111 - -- _ �--I z I.L i� \ 4 •=+rev STRUCTURAL POST A 6 F--+ O ,-�, „--� Z z 21 5 11 Ile 4„ 8" WIDE FINISHED COL. 1x TRIM BD. (TYP,) Q o � U cn „ ►I __. 2X4 TOP RAI Y / L _ Z(n .. _ .... CD V ,�-LEr� = M _ cn / QO n „ Ls p / l Lu �, 8 10 N w cn u; O .. .. 1x6 BASE W d- SEN = CL oC / r — — — — — — — cc z °° CHAMFERED EDGE :-, :- cn w 4 M W w J 00 2nd FIN. FLR. L '` - - - - - - - - - - - _ �' N _ _ . 2ND. FIN. FLR. _ � , BALCONY FINISH FLR. \ ;� a l Lu -14 z - ` z / 6 X 6 BRACKET OUTRIGGER �z Ln Ln B , a �, w = _ � _ - - J i m I .`�N I r� C cv SCALE: 1" V-0" F' o C:) c ¢ _,.. ,_.x.. O A u w 8 2nd FIN. FLR. `c '¢ ,� p 2X4 BOTTOM RAIL W/ 2nd FIN. FLR. _ _ _ 1x10 TRIM , Lu z = H / BALCONY FINIS#i — — 1"X6" FLOOR DECK o ,Q � z � SLOPED TOP , FLR. % (2} 2x8 RIM JOIST ;� �� _ � ,� W o — — — 2x8 FLR. JOIST 11 !,� cn W cntp o > 0 1x8 TRIM BD. _ _ e o (2) 2x8 BM. ;-� � eM �� x cn p w a z CEMENTIOUS CLG. FINISH , 61 x8 FLOOR JOIST a O Z H = o Q '-a A 0 3: o EXTERIOR WALL m � W � A u ( a �'4 z IM Mfw O2x8 t a a cn *� � � � RAILING DETAIL 2A CO UMN DETAILr2B� ° a � " COLUMN BALCONY DETAIL DECO JOIST EXT. �`''zA = Q u� SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" C _ x O ~ A5.2.81 A5.2.81 SCALE: 1 1 0 x uj oo � � a t— z —j 1 w N � " � A5. 2.81 aoJ 3 BALCONY BRACKET DETAIL 0 ..G. M1 c z SCALE: 1 2" = 1'-0" em ¢ co A5.2.81 / z O W DRAWN BY ¢ roc c.5 m C.CRUZ Zo Z 2X4 ^ TRIM @ :' CHECKED BY 1x4 HEAD = w TRUSS LAYOUT SIZE TO MATCH &CASING : 1x6 RAISED SHAKE SIDING S.VANCLEAVE p z w BY ENGINEER I OPENING SIZE TO MATCH 'STUCCO oC 3%"TOP BANDING FLASHING SCALE m ¢ J I RAIL OPENING AS NOTED OO 2nd FIN.FLR. p = I z NO SIDE w w cn O o cn SIDING W 21/" STILES .�BANDING o o PER S - 0 1 P AND 4 c FOR STUCC X 2 SHEET DATE _ MULLIONS FIN ISH SYSTEM JLu 1-4 ..-� _ .. oc ELEVATION ;' u _ 05-18-15 t ,' 1— 1 X 6 TRIM cc WALL PER -. (TYP.) SHEET INFO a O z 1 0 PLAN o ::. 5 1 x BLOCKING REVISIO N = m ov WALL PER N /„ / SIL 1 -4 F- p cn PLAN 3 CAULK AS w z BOTTOM Lx4 RAISED NEEDED Z o Z SIDING PER OVERHANG 1�j* /" DIA. 1x6 STUCCO SILL RAIL ¢ ELEVATION ROD APRON m ° W FRONT VIEW SIDE VIEW J - _._ W Q O n W SET REVISION INFO lOZ (�� H ce 4 GABLE END DETAIL s BAHAMA SHUTTER DETAIL ND W DETAI 0 w 6 WI 0 L TRANSITION SIDING DETAIL Zo �' � SCALE: 1" = 1'-0" L. _ I 11 IL _ I L. IL _ I I. t„ O O A5.2.81 A5.2.81 SCALE. 1/2 - 1 -0 A5 2,81 SCALE: 1/2 - 1 -0 A5.2.81 SCALE: 1 - 1 -0 Z V = p � w SHEET DESCRIPTION = Z � 0 EXTERIOR m � cep p Q W o ELEVATION F— z z = z DETAILS ) < W Q CCWZZ w O ROOF PER PROJECT NAME °e ,t (D U) CONTRACT METAL CAP ce z ~'� - SLOPE - 3 ATLANTIC BEACH 0 f-% uj 2-PLY 16" � SHEATHING L: , •, iy % BLOCKING TO CREATE 1/z":12"SLOPE w = p I- LI (SLOPE TO REAR) AMBASSADOR V 2x6 W/ 2" 1 8 p = ROUND VENT @ 2X RAFTER LieI �' �� cn I,., co c� p w w 24" O.C. TAILS @ 24" ,- 2X4 FRAMING DWAL COUNTY = O 1x4 T&G O.C. +1 ' Z z z �+- BETWEEN - 11. IL Mw LOT/BLOCK 161 O �iN 12 12 •-a oo z O RAFTERS _ z c „ . _ TBI NUMBER 161 pz Lu z O METAL DRIP , „ H EL ,� 1 5 c m cV 6111 „ .�� .� 4 " 21 PER PLAN 1 2 2 cv ,� 4 rRuss� C14MODEL ¢ 0 z o 2x4 FASCIA O.H. _.. __ ,�. Gn Haw ¢ 2x6 RAFTER TAIL z 511 431, 1 IL Ill, CATA LI N A ______ w w 0 z @ 24" O.C. WALL, +1 2s 111 $ 2 1 -54 1 52 STUCCO WALL PER PLAN w I'-'i z ¢ SIDING PER PER PLAN - - FINISH ELEVATION NAME Z w w p ELEVATION - - L._. Ce W _ __ t W CARIBBEAN a = � U- U) z = 0, ui oc ac► E Z SHEET NUMBER w W W s EAVE DETAIL 9 STUCCO RECESS DETAIL 1 DETAIL TA L pz o 11 DE I 12 NOT USED 13 PARAPET DETAIL 1 < n _ L_ n n _ �_ n n _ I n n I_ n n L n A5.2.81 SCALE. 1/2 - 1 0 A5.2.81 SCALE. 1/2 - 1 0 A5, ,81 SCALE: 1/2 - 1 -0 A5.2.81 SCALE: 1/2 = 1 0 A5.2.81 A5.2,81 SCALE: 1 = 1 -0 _ p W Co W L1 z J ,� Q O O U- J ERIAL NUMBER 1010.0 1 1 t TO THE BEsr OF W KNOWLWW,THE OEM MWED ON THIS DRAWING CONdPI.IES WITH THE AFFLIGIBIE MOV~KMDM CODE IN EFFECr AS OF DATE OF CISURCA ION BELOW. Zr N �-. O JUN 3 0z I � � . 2015 lmc r-- 1 W = Oi ci 0- J I ,v £ `` O O \; SHANNON M. VANCU AV'E,AIA TRUSS LAYOUT .0 AR.97080 - BY ENGINEER zU- '_ 0 o CRICKET RADIANT M z � , ,, ��1 < <ttt Itl � � 11 r - AS RE {t t.l� :.:n, Q. ¢ o (n BARRIER, TYP. 7, i� w ON� ..._-... 11.1.1 T = i i� ........ .....- 1111. 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I ..... 1111.._ 11.11 1111 _� m _1111 1111.._. .._1111.. 1111..- 11.11_... 11.11. _ _ : 11.11-_:: _ ,1111 - �_:: _._..._._ I . . 1111 V - --- -- ., -� CABINETS AND APP _ - oC . - - - . -_. __ 1111: _ _ _ Z 4; _ _i - - *� _ __ _ 1111 _ _ _ _ W 0 cn : 1111 ... 1111.._i ...1111 - ---' _ ..:.;......, ..:..__..., .. 11.111111. 1111...._, t :--- z -_ ARE FOR REFERENCE ONLY 1111-.- oc 1111 V . -7:. _1111 1111_ - O : - - - Ill - -: .. 1111 - 1111 1111: oG . . 1111 _ : a _: _ 1111 1 --"1111 1111 O cn -_ z w -- ;- DRAWN BY ¢ roc1.7 11 11 :I c5 w co z -11- C CRUZ ~: z CH Y I , ., I o = � ECKED B uj - S.VANCLEAVE m � 5 ce z u SCALE m o i A BUlL.D IN,GSECTINAS NOTED 0 0 = A�,$1 SCALE: 1/4"= 1'-0" CARIBBEAN o CEILING FINISH PER o � SPECS SHEET DATE O 1" X 4" TRIM BEAM PER � 05-18-15 - - a o STRUCTURAL I O ce 1 X 12 BEAM TRIM TYP. 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SEAL AT TOP PROJECT NAME cc cn c'-'n ',, MIN = - OF FLASHING cl� z o z w FLOOR TRUSSES BY ENGINEER L-T _ _�rx.v , xxx. 4 , xx.. 1T A H ........... 1111_.. << k% {$u„%w{ rx-x"j r; �r 'vt �,kk e ~-� vx� Y m AMBASSADOR w = 9 o FLOOR TRUSSES - ~' W SEE FRAMING P M Ln w :l - . COLD FRAMED METAL Z. DWAL COUNTY z O W DRIP EDGE `�' "-' == 1111__ it 2X CONT. WOOD LOT/BLOCK 161 M z0 z MA TER LEDGER AT - -SUPPORT BRACKET. g z " z S ALL STUDY BALCONY, ATTACH , `. ' SEE DETAIL 3/A5.2.81 TBI NUMBER 161 co z O BATH HALL PER STRUCTURAL FOR SPECS N1 I � n � z �1. : . . MASTER PLAN , , MODEL Z w1.1. ,^� ¢ QI . .................. ... >_ � \rr;r' w ¢ CLOSET : > t , / TORAG CATALINA z x wO � >- i.n g z v� �„ ,, r -_�.-_ LI :1u ELEVATION NAME ,-� w i Z '_ .11 v N V V \ I'll \. __J___ z W O , . 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I L 0-4z SCALE: 1 4"= 1'-0" CARIBBEAN A7,$1 1 - I . ,_1 , � W Jz � � A7.81 / ■ -41- -- ; QQoo J ERIAL NUMBER 1010.0 v I 3 TO THE BEST OF MY KNOWLEDGE,THE DEMON DEPS ON THIS DRAWING CDNRIEs WITH THE APPLICABLE MINDEN E10DIN G CODE IN EA a AS OF DATE OF C3iTIFICATION BELOW. Ln C)� � k ?N 3 0, 2015 � CC m 00 SHANNON M.�/ANCLAVE,AIA i AR 97080 Zu- '_' O I � z , Q Oto m Ln ........ ..._..... ........- - W 0 _ C/� LLA ......... ........ ......... , d DC i m o� oc z 00 .� o0 J _ o� O LL ..... W M O ..... _. ....... ...... W ® PORTICO w o z H J Lu Q W = m ' w H wLu � � A I 0 O = STUDY __-__.___......... ___ ....._._ ......._______ ___.. o s Gro Q Z DINING ROOM 00 N w � S JWZ ENTRY o o COVERED 9x GREAT ROOM o o� o � LANAI I a W Q O A Lu __ \ BEDROOM 2 A z lm�cU n z ` , �..., Lu wO cn A Z E = z W Q e 0 � W o --I TWO STORY w N = o Q HALL FOYER O c1. ao . . _ ------------ w O , cle L) Z __Tr T r .._ r i., i 1 \ R s PIVD W.I.C. BATH 2 ! Z O W \ II II II II II �I I li I I I I �� \ ,` DRAWN BY /" II II II II II I I 13 I li I . �. / Q % II IL _II I I I; I: I I I \ E tM. € �., LL I►S f O' Qtr ii i I I I Is, , ® C.CRUZ U LL— < II i}}i_......._,i ,__........ i__._._.:.i.. i,..__ i...._..._i_ i'......... i i............. /:........ m ii : H .. .......... CHECKED BY UJ Ce = W .VANCLEAVE a HALL z W SCALE W Q > J o --j 10"X10" AIR AS NOTED o a BREAKFAST GOURMET 0 = � HALL � JUMPER L~ w � AREA KITCHEN o SHEET DATE oc _ 05-18-15 O cc \' SHEET REVISION INFO o z LAUNDRY W m0 U .. ....._ to � � ,rF' � Lu Z W,I.C. ztn0C7 Q w Z ------ --- - _ _ .. . .... m W _.. _ THREE CAR f, J - Lu Q o GARAGE —_ _ ..__..... .......... _._....... ___._. . . __ ____ ___ __ t SET REVISION INFO z = 0 w � Lu O t!! -A W ____. Z � e W Z (� Q , pC W z \ O > \ j O O EB W = \\ \I k SHEET DESCRIPTION w Z \ (n ED FIRST FLOOR ~ W Z W MASTER BEDROOM � Z MASTER BATH DIFFUSER w ul Q LAYOUT I z Z = z U') � JQ Lu W W 0 c=n o PROJECT NAME Lu w ® ® ATLANTIC BEACH _ _ _ _ _ � AMBASSADOR 0 �' WIC U 0 w i ......... ___ _ ..... ... ........ .. _ . a _ ............. V _ __ ...... tJ) �--+ W F'- _ -_ __ _. . .__ :_ __ ...._ .. _ DWAL COUNTY 0u- W � _ : �, w LOT/BLOCK 161 Z 0 M z to TBI NUMBER 161 �- � z0 0 Z Luo ¢ MODEL Q O z � A/L LUMP ce Lu _ _ CATALINA 2: W 0LLj Ln 0 W ri Z Q ELEVATION NAME �, W �. DIFFUSER LEGEND Z � oF-- lktLu CARIBBEAN aL" �' SUPPLY v ® RETURN EXHAUST FAN z = ? Z to � m z SHEET NUMBER W W � F TFL DIFF R LAY T vi o SCALE: 1/4 - 1 -0 CARIBBEAN _ � W I FOR REFERENCE ONLY oz � u s� d:1 Ml 81 JZ .-ju- JOou- W Q U 1- o 0 L I I J PERIAL NUMBER 1010.0 f TO THE BEST OF MY KNOKEDGE,THE DESIGN DEPICT®ON THIS DRAWING COMPLIES WITH THE APRICAIYE NINDW BLAI.DING CODE IN ElVW AS OF DATE OF CERTIFICATION BELOW. 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W Z V1 ------- - ---------- -------- <t cn - � wz � 1 I W.I.C. co w m i wJoo z = oW I SET REVISION INFO Lu O cn _ -' = I I Lu 6 ce - - - - - - - - - - - - - - - - - - - - - - - - -1 C7 ........ . oG w E z z I �.., Op � LM ® z COVERED � II W Z SHEET DESCRIPTION Lu o z BATH 3 BALCONY (n zUJo SECOND FLOOR ~ � BEDROOM 4 DIFFUSER o oaLU W > V Z z = o __ _ __ LAYOUT Lu o Q - BEDROOM 3 f � � � w U) II U)W o zo ® i PROJECT NAME c3e U) � l zLu ATLANTIC BEACH o � z - Lu E AMBASSADOR F- V0W ! II c� Lu _ _.... COU NW Z o W Lu Z ~ LOT/BLOCK 161 S z o z TBI NUMBER 161 z w o Q I MODEL �- > CATALINA W ELEVATION NAME _ n g w T-4_ wW zQ Z DIFFUSER LEGEND t Lu W CARIBBEAN ce Luw `t ® SUPPLY RETURN cn z o EXHAUST FAN 0 n � mLAYOUT Z SHEET NUMBER W W E O = � 11 I 11 a o SCALE: 1/4 = 1 -0 CARIBBEAN _ W w FOR REFERENCE ONLY oz � o tZ � 81 -1 O O u- Q V F- o -n L J ER IAL NUMBER 1010.0 commm ELECTRICAL SYMBOLS LEGEND ��W' �� mwmwnm*Amucum mmmm amnm LpU r4 z " d) SINGLE RECEPTACLE I'll _SUN 3 U 0-15 Ln d$ DUPLEX RECEPTACLE - @E�- ® 240V RECEPTACLE Q 0 m 6 SWITCHED RECEPTACLE I I .1 1 a J . 0 0 � QUADRAPLEX RECEPTACLE y V M SINGLE FLOOR RECEPTACLE SHANWAI-M_. VANCITe I AIA [a DUPLEX FLOOR RECEPTACLE I -AR Ot80 0 SWITCHED FLOOR RECEPTACLE z o gg QUADRAPLEX FLOOR RECEPTACLE a o GFI GROUND FAULT INTERRUPTER Z Ln r FOR GAS WP WEATHERPROOF GROUND FIREPLACE ELECTRIC PANEL Lu cC _..._ ...... ....... __ ..... __ ..__ .__ ........ ..... ...__ __ ... __. cn o ....... ...11, . ..... .. ..._ ._........ ...... .. __ --- _ ...- . ..__. W _.. .. . - _ . _ _ aVP VAPOR PROOF - tf _ .q� CID a..___ - _ . _ . oc w ,� cd WPQ ® RECESS INCAND. (EYEBALL) FIXTURE 00 ;; o GFI _ �' M SINGLE FLOOD WALL MOUNTED ,.a w ot- _ _ a ,�/ W :1 ^�� .��, ...-1111 _._..:'t ...._...._...... C 1111_ �� , ,��i' a o 1 --- L _ -------- - --- a -� _ _ >z - -_ z F' W = ¢ DOUBLE FLOOD - WALL MOUNTED \ __ / 6 . 1111.. ... 1111. �,,. co ' I _.. 1111.—_. .._..... ........_. " �� t . E -!4 F.4 �44 o � o / 1 ,\ P•M• TO FILED p `� \ DINING ` 1 ,�-� PORTICO �� g SINGLE FLOOD - SOFFIT MOUNTED A13 VERIFY _ - ROOM % STUDY \ U w I = W ``�- o / _ DOUBLE FLOOD - SOFFIT MOUNTED 8 z z / I / —CC�CA�ION m ` 1, I \' 1 t o ¢ � z J __ HANGING PENDANT - CEILING 1 '\ - H NG / PE HUNG s W o / / I = o ( I I 1% / oPT '�.,� 8 J W z / � ' ~ ' I _ / \ -C INCANDESCENT FIXTURE - CEILING MOUNTED ,� o o COVERED I '-' �� J ,� ` INCANDESCENT FIXTURE - WALL MOUNTED 1 / - - � oE,a I l o I J I , x m o / GREAT ROOM % / / / LANAI ;' 1 - \\ 1 ,� / ® RECESSED HIGH HAT a p 4 - `�, = o I I '� FLUOR. FIXTURE 0.0 � ---� I 11- 4 _. 2 FT UNDER CABINET U0 U A ¢ V ]C�---_ - z \ _ / _ __ _ _._ BEDROOM 2 E--� w v� A W o I I �', �' Sp / 36 3 FT UNDER CABINET FLUOR. FIXTURE Z v n 5, 611 61.011 \� _ - I---� ¢ \ _ / AA w ` �� . \ - F--4�4 FT UNDER CABINET FLUOR. FIXTURE *�r � ~" a a- E FY IN FIEL W- VERIFY IN FIELD W ,,., ,� / ••w, ,..a A v W = o I I �' WP ® STRIP LIGHT C'� a x ,� 0 RQTHER P•N�TOLL BROTHERS P.M '` , : % COVERED �' i + ,.., cn \ 1 \ __ --- -- -._ . . _ (�? ,` GFI _i'-� / 12x24 FLUOR. FIXTURE O A z W 1 _ I \ - _ . -_ _ _1111 ENTRY ��-- �- x o _ ¢ I \ I ---------- - — _ O 12x36 FLUOR. FIXTURE a 0 0 —_� 1 \\, -- D 12x48 FLUOR. FIXTURE a FLOOR \ I w = Z ¢ OUTLET \, '� TWO STORY I �- -/ 24x48 FLUOR. FIXTUREIm o \ 1 HALL _� ►' -�- 11; Q `� o I % / \\ - --�- FOYER so OPT. �, ___ --- TO 2ND SD/CO EXHAUST FAN W \ \, 1 - _ \ \ --- -- WALL ® _. a I / \ FLR LIGHT _ I :Irlrrrrrrrrrr . ...... CA \ WP ' / / -- \ \ 20 AMP MOUNT ,� .moo EXHAUST FAN w/ LIGHT W I FI \ , , `11 II 1, , f _ CIRCUIT o G ' I \ / 1111 1111. `\ I ... I E M e44 ¢ O \ ELECTRIC CO. 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CID a > ISLAND GFI REF HALL - `' ----- ' 3 o J 11 �iz _ II SPACE 1 I w!1 11 �� 4 WAY SWITCH AS NOTED In �- J II �" MIN. 6 ABV. DOOR FOR --^ ¢ '' `�, o GFI - - .6,�'�i- I ITCH t- o = W cn �__ --_, II SECURITY SYSTEM _ _. --+ --- - \ ----- p 0 1111___ - �, o ? r � - HALL : :: \. PUSHBUTTON 0 o u' : UNDER \ - 4 J c� � I DW \ _, SHEET DATE o ABINET ___ _ - SWITCH c � '� GF rf DISCONNECT - -- DI '�BL YNK ( ° i - � -� G.D.O. eC cn _ _ - - _J 1 i.. 1 W 1.. �i FOR DISP. GFS L/T _ -�\ OS 18 15 o. o W/DISP. - \ .� N BOX o I / FI ] U TI W p F- GOURMET - ;~ \ © TV JACK SHEET REVISION INFO >- o BREAKFAST ,,'-`®'-- / Ap��'�� , - ,I _ a - W op V „ , I �, KITCHEN I ,", GFI ;[ RY I \' __1111__ _ _ _ __ ____ PHONE JACK PREWIRE ONLY = 1 GAS ,CQOKTQP \ \ AREA _ _ W.I.0 p W z I \ \ G F1` : J LA N D °QAC 4 . \ . __ ' T IN \y U cnOC7 , , =_ _ ` , \ \ \ ....11.....11 Q PHOTOCELL - SOFFIT MOUNT GFI GFI GFI GFI GFS ¢ vi � I \.. DjCO W z �_ _ r ; ;` \� ®S WASE R I \ . C93 m W \ Q >- ......... .. . . .._ . \ PHOTOCELL - WALL MOUNT _j x �Q/ 1, t _ _ ,,9;e, ' �` SPACE �' ii HI / L i .. \\ W Q o o \ FOR HOOD Tv "Ill 1-1 % I THREE CAR\ 0 ELECTRICAL PANEL z = W VENT ` o t MT P :�,� ; 1111_._ GARAGE 1 sP 0 OF WALL SET REVISION INFO \ FI G a cn w w SPEAKER WIRE FRO to J __ I \� .. C) �� I G D 0 �,., z �, P.M. TO FILED �;_ WP \ I� K KEYPAD cn �. ® VERIFY SD ,,� _- �, , ,� ¢ a °° / LOCATION ,� , r- MASTER GFI V oC W Z I / /-,,/ z 0 > / -M. „ BATH 1111 STRUCTURED PANEL (a.k.a. SMART BOX, '31:� O /'/ '�� I ( 1. 1 COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) o w z _. ` ; ;% ��I /, - "\ ,� ___ _ [� INTERCOM SHEET DESCRIPTION W � ---69 - - ___ _....._... _. _ c 1 V� W D , / �i -- \ 0 W o � /- _ \ I ;/ � Z. FIRST FLOOR = V IFf _ _ z i I1. 'o, 1 / \ / / \ 1 (f \ ---4 ELECTRICAL m ' / \ Jr u.i ¢ W o 1 / , _ FOR REFERENCE ONLY \ _ \ 1 LAYOUT 0 / Z Z = % - z . l I I , \\ MASTER BEDR M � .—j \ \ 00 - - \ ... �`�__- 1111...1111............_ Lu cn G D.O. W o cn ___ I 1 - - --- i r PROJECT NAM E oc cn cinW SURFACE MOUNTED GFI __ _. w Z W b.", i' / ---� I ATLANTIC BEACH 0 0 \ ---- �-- ELECTRICAL PANEL , __ _ _ i __ , , __ - __ _ _ AM BASSADO R ; ,/ WIC 3/4" EMPTY CONDUIT TO Wp � v � o WPB _ . � o W GFI' -_- --� ,� WATER " " i f 6 Ln W = GFI _ _ ,� GFI 2 GANG J BOX W/ �- cn �, _ SOFTENER BLANK PLATE IN GARAGE --- ] 1-1 DUVAL COUNTY O W ____ .. d� 1.111 - d'. ._ .- __.__ 111.1_ .... _ _--- - ----- - _ z .. - __ _ __- -_____ _ ___ _,u - __ _ .._ '� W �_�__ k LOT/BLOCK 161 1111___1111_ ____ zzz � "" . H ; S z o z@I P WP E.M. TBI NUMBER 161 m . cn O GFI IRRIGATION I 0 0 DISCONECT FOR TANKLESS f MODEL zW �, ¢ ¢ � cn WATER HEATER - CD.4 � � zcC za- � > A UMP 1 #2 CATALINA un � W o z ` _..__.__- 1-4I w � z � o V ELEVATION NAME 3 uoj b o � CARIBBEAN IN Ce (A W .,::C LU Ln e z = z 0 z � � � ce mFIRSTZ SHEET NUMBER W W Q z = � ll_ 1 11 O o =11 SCALE: 1/4 - 1 -0 CARIBBEAN � Z wcc O W m W I z � u I � ■ i O o U- ' LLJ 1 03 I ¢ V p O I IAL NUMBER 1010.0 TO THE BEST OF W KNOWI.EDGE,THE DEI DEf M ON'MIS ELECTRICAL SYMBOLS LEGEND DRAWINGCODE ffaPLEES SOFD DATE CABLE CRTION BELOW. c � U CODE IN EfFECi AS OF OAIE Of CER7IFIG►TION BELOW. Z N (b SINGLE RECEPTACLE JbN 3 0`2015 LU L DUPLEX RECEPTACLE o ® 240V RECEPTACLE m SWITCHED RECEPTACLE a J 0 0 QUADRAPLEX RECEPTACLE V F- �] SINGLE FLOOR RECEPTACLE SHANn 6o—M)V*CLEAVE,AIA [a DUPLEX FLOOR RECEPTACLE 'AR 97080 j SWITCHED FLOOR RECEPTACLE 2Eo ` o z QUADRAPLEX FLOOR RECEPTACLE ¢ o GFI GROUND FAULT INTERRUPTER z E wWP WEATHERPROOF GROUND o j! = EP ELECTRIC PANEL a VP VAPOR PROOF o w ® RECESS INCAND. (EYEBALL) FIXTURE OO N U- SINGLE FLOOD - WALL MOUNTED W OC O � z Lu ¢ DOUBLE FLOOD - WALL MOUNTED W = E-+ ~ 0 SINGLE FLOOD - SOFFIT MOUNTED A 0 0 = DOUBLE FLOOD - SOFFIT MOUNTED w 8 z - HANGING / PENDANT - CEILING HUNG00 Lu ROOF BELOW - t 8 J ce w z INCANDESCENT FIXTURE CEILING MOUNTED , piup I ►—, p INCANDESCENT FIXTURE - WALL MOUNTED x � ( ROOF BEL W o Z I 0 ® RECESSED HIGH HAT ,,, a p Lu p - O 242 FT UNDER CABINET FLUOR. FIXTURE `-� A A 3 FT UNDER CABINET FLUOR. FIXTURE A Z V En ¢ z 144 FT UNDER CABINET FLUOR. FIXTURE a A tu `o I STRIP LIGHT 1'D In En I OPEN TO p 12x24 FLUOR. FIXTURE a �_ I FOYER D 1206 FLUOR. FIXTURE x �" 00 I BELOW 12x48 FLUOR. FIXTURE a z ¢ I N PLANT SHELF 2448 FLUOR. FIXTURE 0 � � Q EXHAUST FAN 0- W O a —� / TO 1ST FLR �o EXHAUST FAN w/ LIGHT m w p cis SWITCH Q V O _ / ...... ...... ... ` E.M. ELECTRIC CO. METER 1 I I / Il I I I. I .:: I _:L: Y i `. LLJ I' I I I ,/ , ` `� G.M. GAS CO. METER DRAWN BY SV�ITCH I; ; �--i W J. #1 "�- II 11' I' V LL. m T C.CRUZ o CARBON MONOXIDE DETECTOR cn O z - 1 - SD SMOKE DETECTOR CHECKED BY W oc _ � Q N S.VANCLEAVE _ PROVIDE LIGHT AND __-- PT $ SINGLE POLE SWITCH �-- SWITCH FOR ATTIC sD - _--------- --__— 0 —___ $ 3 WAY SWITCH SCALE z W ACCESSco � P.M. TO FILED ¢ - 4 VERIFY ` 4 WAY SWITCH AS NOTED ` \ LOCATION $p DIMMER SWITCH Lu cn p PUSHBUTTON o ,� �' �, \, SHEET DATE DISCONNECT SWITCH 05-18-15 \LOFT ,� --- __ REINFORCED U.1 I o MECH TO GE 0 JUNCTION BOX ce °C ~ U1F ISH D /,�� .! SHEET REVISION INFO ceoz B TV JACK _ - _ °�° - - - - - - - - - - - - - - - - - - - - PHONE JACK - PREWIRE ONLY - - - - -� - ._.._ , o W z vi -_ -____ _____= 0 THERMOSTAT cn _ _ - I.. _-__- --- U-1 _ GAME ROOM ,� PHOTOCELL SOFFIT MOUNT '"' � � _tel :� ¢ z �_.__ SD � PHOTOCELL - WALL MOUNT o I I COVERED z = o w I �\ I I G� ELECTRICAL PANEL W I .I.C. / �., ,.;. \ BALCONY ; ; SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO O cn -� z .... ..... .... Lu I I / KEYPAD Uz sono - - - - - - - - - - - - - - - - - - - - - - - -1 OPT: CHIMES wW Z / / .._.._ ............... .. ......... ~ Z � I o o / / \ � EL (a.k.a. SMART BOX, STRUCTURED PAN o / r � COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) Lu / GF.. OPT ) o W z "' ,�/ T `�' \, �� __.. _ ANT. INTERCOM SHEET DESCRIPTION rL Lu cn iLn Lu W WP SECOND FLOOR = V I � z � BATH 3 \� G �- FI m ELECTRICAL FOR Lu p REFERENCE ONLY GSI LAYOUT z v �? ¢ BEDROOM 4uj En W = z ROOF OW ! ! u o / BEDROOM 3 EQ Q, ISI E i PROJECT NAME oc OPT. OPT© ; `, �, I LOUce z w 0 ( �'` \ ATLANTIC BEACH .. . ..... .. AMBASSADOR _ W VP i En Lu OPT. p w cnDUVAL COUNTY db Z O W --------------------------- ... .._.._.. ...._.._ ...._...._. .. ....._. ..... t k ._ .... .. ....._ _.__ _ _ .... ._ ..____. __.. .....__._ �_ s o _.. _ _ Zuj _ ____ LOT/BLOCK 161 If V, `'S Z O z i TBI NUMBER 161 ozP MODELz w ..4Q 66 En 3 z � Lu CATALINA en Ln W o z W _.__ ELEVATION NAME � z ¢ V � W w z V p 9 � o w t W CARIBBEAN 1— z O z = F-, z 0 t:74 W ro W MW SECOND FELECT.RI-CAL LAY z SHEET NUMBER Q O = SCALE: 1/4"= V-0" CARIBBEANcn _ W m W Q O O u JPERIAL NUMBER 1010.0 1' I •1 1 1 1 11 •11 11 1 1 • 1 ♦ :1 IN IN IN ♦ 1 . ♦ _ _ - � 1 _ _ _ ♦ ■ � ''',' Iii ♦ ♦ - �_, / - ♦ ♦ . - - // Fp ■ ■ /•••1••••••1••••••••••••••/ ■ illllllilllu Iyl Ilii � ♦ ♦ � ♦ ♦ ■ �,�� •��•�•�❖.•.....•_��••�•�•��•�•�•�•�•�•�•�•�i INS VIII © .••.••. .. •.•••••••••� • vv�ilil�III •••.••� •...••••••••• � t A/ - _ - OLIN r � •i _ r . 1 1 � _ � ♦ . . _ .• � SII ♦ , 1 1 as - . . . , . - • - - I .A DA 9 41 . . . ._ AL *AVI 19; We]Oka*]9 1 10 110[two] M AM . . �/ - 1 • - . - - • . • IMR �//� • • � - • �� - ' ,� 1� �. , I : . �//iii. ,� °` � �`//��`` , PA Ad Ail" IN \-00b� / MA • • 1 � • • • • • • • 1 • ►.1a&. 10A m MOM IfA ►1 ►� Ame - - ■ ♦ - ♦ - - _ MQ ZVAVAJ11 / w AAI& • - • r ROOFING PER CONTRACT ON (2) 'D'�°�°F"Y WMMGkTHE°R`G"°�°°""G auwINc aoNwies wmi rne�c��ararwM eut�nirG WN EFWLn LAYERS OF 7/16" SHEATHING IN ��"TE OF Z N (CONTRACTOR TO PROVIDE PRODUCT JUN � O 2015 cte APPROVAL FOR ROOFING SYSTEM) SEE PLAN W o 2X6W/ 2" DIA. m ROUND VENT @ cC r J 24 O.C. METAL DRIP �- SHANNON R. VAWt_EAVE,AIA EDGE- ,- AR'97080 CARIBBEAN CLASSIC COASTAL SHINGLE 2 X 4 FASCIA z o CEILING INSULATION Z zSOFFITLEGEND (SEE ENERGY CALCS) < N.T.S. 2 X 6��RAFTER TAIL zo (n _ @ 24 O.C. 1/2 RIGID GYPSUM BOARD W �- O.H. DBL. 2x SYP. WD. TONGUE =J a AND G DOVE PER PLAN TOP PLATE o 00 ce w 2x SYP. #2 WD. STUDS w 00 N PERIELEVATION MATERIAL @ 16" O.C., TYP. a ,� C M a � WALL INSULATION a w = a 1 X 4 HEAD TRIM (SEE ENERGY CALCS.) �"' ago� ^ CO � w o = 2x SYP. #2 WD. HEADER U W w 0 0 = -SEE SCHEDULE v, $ z 4 Z = H o BACKER ROD SCHEDULED WINDOW A, u.jcc (n SEE FLOOR PLAN S J W z C� o AND SEALANT WINDOW ATTACHMENT ~ `� W " � ►x ill � E 5/4 SILL COMPLIANT W/ FBC-R a O Z o 1-- z 2x SYP. #2 WD. @ a W a o 1 X 6 APRON ,� A o WSTUDS 16 0.C., TYP. w Z � A Lu Z EXTERIOR STRUCTURAL A Q SHEATHING AS REQUIRED WALL INSULATION ,..,, a tn BY FRAMING DETAILS (SEE ENERGY CALCS) "` w A w (n WATER RESISTANT BARRIER x O A z LLz, (2 LAYERS REQUIRED) CONNECT WALL PER Q a o POLYETHYLENE HOUSE WRAP FRAMING DETAILSce �" O 0 0 o OR APPROVED EQUAL SYSTEM W u- _J FINISHED BASE MOULDING w N = z a 2x SILL PLATE 3/4" GYPCRETE (OPTIONAL) a� u_ 2x RIBBON FASTENED TOP OF TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o ce m TRUSS ENGINEERING ��, TRUSS a Lu o o ROOFING PER CONTRACT ON 2 0 o v LAYERS OF 7 16" SHEATHING( ) �_' Q � � CONTRACTOR TO PROVIDE PRODUCT w DRAWN BY c_ Q v a APPROVAL FOR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION D. KRAMER z zo z 2x RIBBON FASTENED CHECKED BY � v' "' `z 2 X 6 W/ 2" DIA. TO FLOOR TRUSSES W � .--' PER TRUSS ENGINEER BATT INSULATION S. VANCLEAVE a, ROUND VENT @ r REQUIRED OVER GARAGE SCALE z w - 2411O.C. - (SEE ENERGY CALCS) ma > s' DBL. 2x SYP. WD. TOP PLATE 22 X 34 - SCALE AS NOTED J o ; METAL DRIP Q EDGE �- f PRE-ENGINEERED WOOD FLOOR 11X17 = 1/2 NOTED SCALE Lu c=n TRUSSES VERIFY W TRUSS 1/2 RIGID GYPSUM BOARD U- cn 2X 4 FASCIA ENGINEER FOR TRUSS LAYOUT of cc ) SHEET DATE oCEILING INSULATION a o (SEE ENERGY CALCS.) FINISH MATERIAL o a2 X 6 RAFTER TAIL PER ELEVATION c 1/2" GYPSUM BOARD SHEET REVISION INFO ce o o @ 241" O.C. 1/2" RIGID GYPSUM BOARD 1 X 6 SMOOTH ON STUDS W/ WALL o cUn 1 x 4 TONGUE .H. DBL. 2x SYP. WD. STUCCO BANDING INSULATION (SEE o W z (n PER PLAN TOP PLATE ENERGY CALCS) (n p 0 AND GROOVE Q w .A 2x SYP. #2 WD. STUDS Z %NISH MATERIAL°° W ELEVATION @ 16" O.C., TYP. o J HEADER , SEE FRAMING W ¢ 0 o WALL INSULATION i PLAN FOR SIZE AND DEPTH Z � w 1 X 6 SMOOTH (SEE ENERGY CALCS.) j SET REVISION INFO C) u, W STUCCO BANDING Luz 2x SYP. #2 WD. HEADER Q cn m -SEE SCHEDULE z cC > z o o SCHEDULED WINDOW SCHEDULED WINDOW z LU z (SEE FLOOR PLAN) (SEE FLOOR PLAN) rn o Lu Z WINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION MPLIANT WITH FB -R 1 X 4 SMOOTH COMPLIANT WITH FBC-R _ o STUCCO BANDING STUCCO BANDING � z W � 1/2 GYPSUM BOARD ON G 1/2 GYPSUM BOARD ON m a z EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION STANDARD W a > o BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS z z = o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATIQN, 1/4" 2x SYP. #2 WD. STUDS W0 z GAP BETWEEN FOUNDATION @ 16 O.C., TYP. GAP BETWEEN FOUNDATION @ 16 O.C., TYP. w LnQ `= AND SHEATHING AND SHEATHING E a o � o 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME WATER RESISTANT BARRIER WATER RESISTANT BARRIER ce V cn CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION ce Lu z z (2 LAYERS REQUIRED) -``" PER FRAMING DETAILS (2 LAYERS REQUIRED) `z PER FRAMING DETAILS Q o ; POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE v a W SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE o FLASHING FLASHING W FINISHED BASE MOULDING FINISHED BASE MOULDING z o w MAIN FIN. FLOOR MAIN FIN. FLOOR UJ ELEV @ p _�� L.EV @ p _U�� LOT/BLOCK _ ° a z z z w fiTT� w z o z o o Z TBI NUMBER o. - cno � . I I 4" CONC SLAB W/ � ° 4" CONC SLAB W/ MODEL o z z W o Ln a ^ � VAPOR BARRIER VAPOR BARRIER W Q % d � � � > - ALL NT- � w o z - - REFER TO STRUCTURAL - REFER TO STRUCTURAL Ln W ri z 'Q _ cn � �,, Z _ DRAWINGS FOR z - DRAWINGS FOR ELEVATION NAME z a o �, ( _ COARSE COUNT & I I , I = COARSE COUNT & w 4. FOOTING SIZE �. FOOTING SIZE _ _ _ ( (PROVIDED BY III I I I I PROVIDED BY CARIBBEAN uu _ OTHERS} OTHERS) CL Lu m SHEET NUMBER o = EXTERIOR WALL 1 SECTION WITH WINDOW 2 TWO- TORY SWALL SECTION z J m! a o 0 o D7 " - SCALE: 3/4" - 1'-0" SCALE 3/4 - 1 0 D 7 _ ERIAL NUMBER 1009 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPUM ON THIS DRAWNG COMPLUS WITH THE APPIZABLE MMUM WUNG V CODE IM EFFECT AS OF DATE OF CEPUMTION BELOW. N Z SET MIRROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5" Z01'� = FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) - � m FOR GAS DRYER ONLY 7. !_ J i _ C_ 0 0 1 -211 -------- ------------------ V ~ COUNTERTOP = ce o Se f S I I oC V DRYER VENT (TYPICAL) = I I = ce W < SHANNON M. VANCLEAVE,AIA 36 HIGH X I � °° GAS PIPE (TYPICAL) I AR 97080 �� (VANITY-511) MIRROR M fru > FOR GAS DRYER ONLY o w OUTLET BOX L_ __ Q 1/4" MIRROR z z CENTER SIDEWAYS -------- ------ -----J DRYER VENT BOX- <t �? ATTACH PER MFR, cn � IN BACKSPLASH —1/2" RECESSIII z � _ D D D / " O INSTRUCTIONS DRYER VENT BOX- (n W _ FOR MIRROR ATTACH PER MFR. z J M o 2X4 HALF WALL INSTRUCTIONS _ C> w J M1:1 1:1YORKTOWN P.T. SILL PLATE "ry P.T. SILL PLATE U- TRIM - MM MIRROR (IF SLAB ON GRADE) ;�, (IF SLAB ON GRADE a w M Lu oc CABINET ) `� P o WLU X: a VAN '� H g ITY MIRROR INSTALLATION INSTRUCTIONS: �, ❑ w � � O A 0 0 = 7 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL w ❑ 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: M r„ IT o ~ o CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT IN SIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP ♦ 0 ❑ W oc V) NOTE: BRACKETS REQUIRED IF , N BOTTOM, OR REAR VENT LOCATIONS. I< 11 g S o > o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 0-4 zs i>u o E BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x ❑ c1, o� z 1 z" LENGTHS PER MANUFACTURER'S SPECIFICATIONS. O+/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. Z w _ KITCHEN HALF W Q INT 1 WALL DETAIL INT 2 MASTER BATH M I RR RVENTw O WOOD TRIM DETAIL _ DRYER�c W z INT 3 BOX FOR DRYER ONLY z o ¢ �8 _ II (INT-1 _ A > w (Al SCALE: 1/2 - 1 0 ) D SCALE: 1/2 - 1 0 (INT-1) „ _ _ ,.., W cc z $ SCALE: 1/2 = 1 -0 (INT 3) a A 30. 2f z z TILE OR STONE ON 1/2" COMPARE O A Q, HARDI BACKER BOARD MANUFACTURER'S x o OVER 4" EXT. PLYWOOD DIM OF TUB & a .o TOLL APPROVED TILE BACKER (REFER u.jU- J TO CONTRACT SPECIFICATIONS ON 2X4 FRAMING. PUMP LOCATION a = o ¢ ) w ~ILD ceo � w WALL TILE REFER TO FLOOR P C) 0 0 LAN, VARIES - SEE PLANS m t"I"1111 U o tn 2X BLOCKING BETWEEN VARIES BY MODEL a o STUDS (3 WALLS) 1 ROW OF TILE oc a z uj J 2X4 @ 16" O.C. DRAWN BY �„ VINYL LINER (3 WALLS) ED 5" o il CORNER SHELF z , oo UP WALLS � _ (1) CERAMIC CORNER M. STRICKLAND o Z o >_ SHELF AT 48" A.F.F. 2X4 LEDGER W ¢ 100% SILICONE BETWEEN m FLOOR TILE _ CHECKED BY _ ICE BACKER A BED � N- 0. SWAFFORD Ce z W Q 2" SHOWER DRAIN N N DROP IN TUB N SCALE m O J LLTI > Q + 2X4 CRIPPLES _ -� F- a -2X4 THRESHOLD _ 22 X 34 - SCALE AS NOTED o = � 11X17 = 1/2 NOTED SCALE Lu UL in ~ 00 TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ, BY SHEET DATE te C4 THRESHOLD WALL TILE , Lu 0 g ADJUSTABLE GAUGE COAT WETBED r'6,, ~ NI W/ CONC. MANUFACTURERS. °C o z SHOWER DRAIN PLAN ' - °; >- o ER SET IN SEALANT @ SHEET REVISION INFO 2" SHOWER DRAI GE OVER ROOFING FELT FR-33a (n DROP IN TUB DETAIL v o NOTE: �8 3/4 X 9 RADIUS MARBLE SHELVES WI L SCALE: 3/4 = 1 -0 (FR-33) `t w Z � USED IN LIEU OF CERAMIC WHEN MARBLE/ EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION m °° w 3:: ARBLE TILE OPTIONS ARE SELECTED. WELL AS PLUMBING ACCESORIES. REFER TO w J o o ARCHITECTURAL PLANS BY MODEL. F ¢ Z � Lu ��pF o v' J = INT-4 WER & CURB ON FRAMED OR rNT_-5� STANDARDSHOWER � �� SET REVISION INFO wz SHELF LOCATION , - END POST TIED INTO FLOOR ¢ a- � m �$ ALE: 3/4 - 1 -0 T-4) D8 SCALE: 1/2" = 1'-0" (INT-5} JOIST BELOW EXTEND TO Q Z o >z BOTTOM OF FLOOR JOISTS. �� o � z v c=n END POST TO PENETRATE W o z SUBFLOOR. SHEET DESCRIPTION z Lu 0 W FACE NAIL END POST TO STANDARD m ce a zBLOCKING. W ¢> O NOTES & DETAILS z z s o 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST / Lu w = END POST. , a o z , ( SUB FLOOR. ,/' , ; ' ',� '' ,,-' /' , PROJECT NAME O o / W � W ell W W W /' '/ Z �„ LL z O Z� -�,\ �,�,. // , \ \\�\ LOT/BLOCK Ln � � C:) >, /' / /' TBI NUMBER z w ' MODEL cn Ce z j Lu ALL NAILS(TYP) Wu z ¢ FLOOR TRUSS. ' c1 z W W o ,, ELEVATION NAME 0 ALL aw � � > Ln z = z � � co o z = SHEET NUMBER .oma = F- ujLu Z HALF WALL z � � FR-34 DETAIL UJ _joou N.T.S. (FR-34) SERIAL NUMBER 1009