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1649 ATLANTIC BEACH DR - NEW HOME DWG m T1E ME VP VYM•IDGE.TIE GESIX3.cevlClEo OH TIa G0.IWING(MNRI:?M 7E Y# UMINNUM¢WRING I=IN EFFE:0.50E NM 7W,,nF(ArdW IM.( Ln U M Z N U) d w Q °C m d I 00 THE OV TERRANO /SMANNION M. VANCLEAVE,AIA AR 97080 Z_ O Z Z Q O Ln Lu w Lu F- ca o w LIST OF DRAWINGS GRAPHICS ABBREVIATIONS O # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER Ld U C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION & AND FLR. FLOOR SQUARE INCH a a w 3 z GN1 General Notes DETAIL NUMBER DETAIL NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND H of "' a SLAB LAYOUT --- @ AT F.P. FIREPLACE LUMBER F" o w o DRAWING NUMBER __DRAWING NUMBER A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM n O A 0 0 = A1. 18 Slab Layout for Classic ABV. ABOVE FT. FEET P.T. PRESSURE TREATED u U w 8 BUILDING SECTION DETAIL CALL-OUT ❑ o z = ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD ,; o 'a zo A1.N Slab Layout Notes and Details DETAIL NUMBER _ DETAIL NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER •1� g Ce z FLOOR PLANS DRAWING NUMBER ___ DRAWING NUMBER A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD �y o o > o AHU AIR HANDLER UNIT GAL GALLON }� w o B ALT. ALTERNATE G.A. GAUGE R RISER U) o A2.18 First Floor Plan for Classic , C 1 a Z z CEILING HEIGHT CHANGE ALUM, ALUMINUM GD GARAGE DOOR RA RETURN AIR LU a A3.18 Second Floor Plan for Classic F = o GFI GROUND FAULT RAD. RADIUS LU o A3.N Floor Plans Notes Schedules and Details CENTER LINE B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR w Z U Q z BD. BOARD GL GLASS REINF. REINFORCING A LU d EXTERIOR ELEVATIONS & ROOF SLOPE PLANS ELEVATION MARKER ® SPANISH TILE B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM a Ca w z BOTT. BOTTOM .a a = o SHAKE SIDING R.O. ROUGH OPENING o: c'n A5.18 Front and Side Elevations for Classic SLAB RECESS BR. BRICK H HIGH RQD. REQUIRED �" p 'z w ® SIDING BKFST. BREAKFAST x CC o = a A5.1.18 Rear and Side Elevations and Roof Slope Plan for Classic HB HOSE BIBB R & SH ROD & SHELF Q 8 ~ o A5.2.18 Exterior Elevation Details for Classic 0 FRAME BEARING WALL ® BRICK CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL 11 a o O Lu ZCS 0 a A5.3.18 Exterior Elevation Details for Classic 0 INTERIOR WALL (NON-BEARING) STUCCO FINISH C.J. CONTROL JOINT HGT. / HT. HEIGHT z N C) CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT, SQUARE FEET < ►- p ® CMU MASONRY WALL 0 EARTH CLG CEILING BUILDING SECTIONS L H T r CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET 0 o m GABLE END WALL INSULATION INT. INTERIOR SH. SHELF w o N A7. 18 Building Section & Stair Section Detail for Classic C.O. CLEAN OUT FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER a COMP. COMPRESSOR oo � DIFFUSER LAYOUTS 0 DROPPED SOFFIT 0 PRE-CAST LINTEL/ HEADER CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY Q � LU S.P.F. SPRUCE PINE FIR U . m M1.18 First Floor Diffuser Layout, Notes and Legend for Classic CONT. CONTINUOUS C.CRUZ L LONG SPRG. PT. SPRING POINT z z o M2.18 Second Floor Diffuser Layout, Notes and Legend for Classic DB. DOOR BELL LAV LAVATORY STD. STANDARD CHECKED BY a DBL. DOUBLE LDRY LAUNDRY STL. STEEL = W � ELECTRICAL LAYOUTS DR.& SH. DOUBLE ROD AND SHELF LIN LINEN STOR. STORAGE S.VANCLEAVE CLLT LAUNDRY TUB M LU E1. 18 First Floor Electrical Layout, Notes and Legend for Classic DECO. DECORATIVE T TOP SCALE J o J E2. 18 Second Floor Electrical Layout, Notes and Legend for Classic DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE 22 X 34 = SCALE AS NOTED DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 11X17 = 1/2 NOTED SCALE W Ln STANDARD NOTES & DETAILS DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK 0 0 � - DN DOWN MFR. MANUFACTURER T.O. TOP OF SHEET DATE v o D3 Standard Notes & Details DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM 04-02-15 ce 4 D7 Standard Notes & Details DS. DOWNSPOUT MIN. MINIMUM TR. TREAD o D8 Standard Notes & Details D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM SHEET REVISION INFO a o z DW DISHWASHER MLDG. MOLDING TYP. TYPICAL = m o DWG. DRAWING MT H. MILES PER HOUR METAL THRESHOLD UC UNDER COUNTER U) a z E.E. EACH END ND U.N.O. UNLESS NOTED E W N.T.S. NOT TO SCALE OTHERWISE LU w EACH WAY o J EL. ELEVATION U = o w O.A. OVERALL VERT VER�ICAL BARRIER ELEC. ELECTRICAL SET REVISION INFO N o O.C. ON CENTER V.T.R. VENT THROUGH ROOF C) z Q = ENG. ENCLOSURE 0.H. OVERHEAD ENGINEERED LU v F- OPT. OPTION(AL) C0. O EQUIP EQUIPMENT OPNG. OPENING W WIDE Mo > z EXT. EXTERIOR o OSB ORIENTED STRAND BOARD W/C. WITH WATER CLOSET o2F; z = PED. PEDESTAL SINK WD. WOOD SHEET DESCRIPTION M: w POLE. POUNDIS PER WDW.I C. WALK-IN CLOSET COVER cnw0z F z w SQUARE FOOT WP GFI WATERPROOF GFI m a W.W.M. WELDED WIRE MESH SHEET W Q > o HOUSE ELEVATION ABBREVIATIONS W•W•F. WELDED WIRE FABRIC W V) J z DESIGN CRITERIA AMANOR ABBREVIATION AME ELEVATION CODE (n JQ LU V) z TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 PRO. RIOV NCIAL RG os PROJECT NAME W z z BUILDING TYPE : V - B CHA. CHATEAU 09 ATLANTIC BEACH O o LU VER. VERSAILLES 10 HERITAGE W = o DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II CLA. CLASSIC 18 V) w "' F. B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE 7 MED. MEDITERRANEAN 19 DUVAL COUNTY o Ll V) TRA. TRADITIONAL 20 = o F.B.C. MECHANICAL 2010 ULTIMATE DESIGN WIND SPEED = 130MPH COU. COUNTRY MANOR 21 LOT/BLOCK 009 zo Z HER. HERITAGE 22 g z o z F.B.C. PLUM ING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH CMN. CIMARRON 2s ti, TBI NUMBER 009 CL G O o F.B.C. ENERGY CONSERVATION 2010 EXPOSURE - B MSN. MISSION 30 V MODEL QL � � o Z F. B.C. FUEL AS 2010 CET, CRAFTSMAN 31 ce w Q ENCLOSED BUILDING SCL. SPANISH COLONIAL 32 a Z TERRANO z X ' F.B. ACCESSIBILITY 2010 INTERNAL PRESSURE COEF. +. 18 -. 18 BOR. BORDEAUX 33 0 � w 0 Z BRO. BROUGHAM 39 `*, . o ELEVATION NAME Z W W o N.E.C. ELECTRICAL 2008 FOR WINDOWS & DOORS SEE FLOOR � " g H � o N . F.P.A. 101 2012 VIE VIENNA SANCE 401 IL G a LLI CLASSIC Gj � w PLAN FOR ACTUAL PRESSURES TUS. TUSCAN 44 w Q w ASCE 7-10 . INIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID CLS. CALAIS 46 z = Z FEMA RULES & REGULATIONS ITA. ITALIANATE 57 w �. Z FOR 12 MONTHS AFTER THE DATE IT G m z SHEET NUMBER vi w ITV. ITALIAN VILLA 58 o z = � IS SIGNED AND SEALED OR WHILE SHN. SHINGLE 62 3 Q —- _ o CURRENT CODE IS VALID PBC. PALM BEACH so w �j Co i„ CRB. CARIBBEAN 81 C 1 z _j U CST. COASTAL 82 a o 0 o BTN. BOCA RATON 89 J ERIAL NUMBER 1010.1 - J TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TO TME BHT OF W RgMID4E,INE DESIGN OEEICED ON X OMM'IXO fLMPIIH WIINII¢pIflIGBIE NIXIXUM 00601X0 WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE �r u AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, r z SECTION R318 PROTECTION AGAINST TERMITES SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE N X� 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 (HOA). THE NOA SHALL DEFINE THE PESTICIDES, BAITING SYSTEMS, AND 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 �LU OF TERMITETION PROTECTION REGISTERED LABELED DIFOR USE A PREVENTIVE COMPLETION TREATMENT THE ATO NEW CATION OF THE ION TE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVEDPREVAIL NOA THE ARCH TEAND THE ON 0 FR CORD SOLUMHALL ENTS, T HE EDMOST RESTRICTIVE REQUIREMENT SHALL = O 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 R � 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, GYPSUM WALLBOARD J THE BUILDING HAS RECEIVED A COMPLETE TRE4TMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. TERMITES. TREATMENT IS IN ACCORDANCE WITF 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 00 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 RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1 2GYP. BOARD APPLIED TO THE GARAGE SIDE. SHANNON M. 7NCLEAVE, AIA PREVENT SAGGING OR OVERLOADING. / AR 9 NOTE; " 97080 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. z LL OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY . 0 APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z zo2) 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. Is ¢ . (A PORTIONS 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 Z 91 m w OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS Lu F OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. -- Lu p 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. Em Z m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" d C) w _j CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. W # N U- O 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES F M w ~ A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK a o MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPES 1800 psi AT 20 DAYS d ° O z WITH 6 EMBEDMENT. SIMPSON SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS P F" w w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A "' = m ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. O d w alj F- O GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. U W ❑ in 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 0 o O = 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 ¢ 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 APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH o 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 d S uiUSING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH El w z 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. / THEIR BACKGROUND. x ° O L 0 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A C , Lu 0 FOR MORTAR JOINTS (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF `/ p O Z z 3. NTS LESS THAN 1/4 , PROVIDE 25 LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO A O Lu ¢ p 6. MINIMUM LAP SPLICES ON ALL REINFORCING EAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO w a v 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL A Z w p 7. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR 11/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. d U m ¢ 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 d a A w m z SEALED UNDER SLAB ON GRADE. BE CONSUBSTITUTED OR NO ORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ACT ARLHITECT OF RECORD FOR SUBSTITUITM. O 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X WIA X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS �; x O A z z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. a O _ "' MAY BE USED ILO WWM WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE OIm ¢ .. LIVE LOADS: ROOF 20 PSF REDUCIBLE CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE oc FBCR 2010 R506.2.5). ( ) FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR 'w 0 o RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF r� "' " � 10. WHEN THREE OR MORE BARS ARE REQ'D. TIE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOK-FOPS. s p ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS �? w STAIRS 40 PSF ANCHORAGE oe w REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: o O _j 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. `° SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF co W Ov z CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ w O 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 o O Q. ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ owe WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM UNLESS OTHERWISE INDICATED ON THE CONCRETE CONCRETE UNLESS OTHERWISE INDICATED STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT j LL m DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND z z o FTGS WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATA SHALL BE CHECKED BY REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 o ¢ FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2' 6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A. BARLEY ALL REINFORCING BARS ASTM A615 60 60,000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN = w TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI s a w WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF INCH IN DIAMETER. SCALE LU m ¢> MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS o j CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm= PSI MORTAR TYPE "S" 1800 PSI MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. JO F 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED F- w TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI). UNITS: DURING CONSTRUCTION U- O �wn 2. MORTAR SHALL BE TYPE "S" CONFORMING TO ASTM C270. H.V.A.C. NOTES SHEET DATE ri o 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: Lw rh G 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 p 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEEP REVISION INFO a O z WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C C/C D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE "-' m Ov 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A,C. = FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) F p vn MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. 0 � p � OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB z =) z VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES ¢ w z X� 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. c- m w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.OE U.N.O. 'n w g ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Lu a o 0 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO z = w OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF 3 Ln (n(n 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 J w O = TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. UJ z F- 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR w g r ENGINEER APPROVED SUBSTITUTION AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED ¢ a m ) BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF p w w z SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. NO WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO F w = WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO 4 z u 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY CONCRETE OR SHEET DESCRIPTION o Lu w 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 U) ui 0 z 2. ALL EXTERIOR WOOD STUD WALLS, BEARING UlALLS, 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 F- z W G FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. ALL ELECTRICAL SWITCHES SHALL BATTERY BACKUP SYSTEM. LB D�$EATO�SUNLES MUSTSOTHERWIOE NOTEDANDA MIN. OF 6" NOTES r W p GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. m w a z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. p ¢ w o 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF � ¢ u STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. z z = o PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. LIVE LOAD: 40 PSF ui (D J z¢ TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Lu (n ¢ U) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME W LU w Ln O STEEL. IT IS THE CONTRACTOR'S RESPONSIBILIT11 TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. Ln t;, AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL .w u1 z w ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 0 �_ Lu DOT SODIUM BORATE (SEX) DOES NOT, VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Lu = p OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) F V wIN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, 5 N w = STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL o w cn ALL STRUCTURAL & MISCELLANEOUS STEEL A36 315,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z O = 0 GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK Ez F- W WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS DOORS & WINDOWS LL_ TBI NUMBER - r� z O En z CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE z O 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 Z ¢ FABRICATION. HEIGHT & 5.7 SQ. FT., IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL G ALL ¢ cn FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE F a w > PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ,: R407.3. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. CD LU w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME Lu I-i z ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. z u "' PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL g 5 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 Q = � � MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. cu V ~ 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 0 z = � 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 z � w WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER V; 3 m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH o z = 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 % INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. vi OLn IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 % INCHES (35 MM) THICK OR 20 MINUTE FIRE-RATED DOORS. GN1 m wDESIGNER TOLL BROTHERS FOR FURTHER INFORMATION. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. r w WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE o z w u TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). J Z � 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 W/ w o p w ERIAL NUMBER 1010.0 ¢a ¢ U F- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. 1 (2) ROWS OF 10d NAILS AT 10 C/C. TO THE 857 OF xr xxq DGE,THE DMGN� eo ON mss DRAM.ca"v�WNH n1EYPUI M=MUM MWINc caTm"rtcrrs aain ormm"anon aeww. � Li 0 N V) �W F— x F— Q9 � 5 � m } J dJ O 0 U F— SHANNON M. VANCLEAVE, AIA AR 97080 Z LL I � Z 2t w 69'-2" a 0 . =Lu in' 8'-0" 481-611 12' 8" W En Lu 0 El ac o z m PROVIDE GAS 1' 7" 6'-5" 16' ul 0" 0, 0„ 2'-8' 1 T 2 -1 V11-7" 4 9' W N LL o LINE FOR FUTURE T.O. PAD. (2-TYP.) a Lu 3 o BBQ AREA -1-HBGAS LINE FOR COOKTOP �„� in., a FI Zs i Luz ---- W 2 ¢ _ -------� _ ______ ..____________ ________ `` ___-----_ _________________ ca Lu F— p 1 1 --------1-- ---- .. , 1 = W ---- W o 0 O Z 5'-0" III w O Q Fx— ~ u L w 0 6'-0" 8 L PROVIDE ELECTRICAL 0 0 W o PROVIDE WATER _ = o 8o CHASE TO ISLAND LINE FOR FUTURE x m Woo x g I �r , F- o BBQ AREA W �------ _CD--- ----------- -- - Z w �, A W Q I�_,�L_ I, I A � w Z _ _ L=91B-J ____ UOQ �'�_ ____— __ —_ �I r- � ly Z 00 BRICK a 3 a - L-------------------- --------------- 6. PLUMBING WALL oy VENEER, Typ -- --- p O -y Lu --- ac .� - - - - - - - - - - - - -- - -- - - - - -- I I ^ ® N W W J jr- I L____ A �" = - ¢ i =-JI i k - - - - — - - - - - -SLOPE-PAVERS- o ----J OL 0,-0„ 6 %" PER FOOT - - - - - _ � Lu o a FINISHED FLOOR =. ` v w °�° SLOPE PAVERS u, � ou z %" PER FOOT NOTE: FIN. FLOOR TO BE 18" a � a MIN. ABOVE CROWN OF ROAD W 0 o rn ------------ DRAWN BY ce 0o w ---- ----- ------- -- --------1 = z w u-, 00 W - - M - W m M O _ M zo z 1 ^' CHECKED BY 'n a -6 A1.N - S.VANCLEAVE uj Inc: = a TYP, SCALE 22 X 34 = SCALE AS NOTED o } � Li o m ¢ > ( 11X17 = 1/2 NOTED SCALE Q O JQ I ----i .. I II I I n I ,- n : ~ wvxi i r i 251-41115 1 20 9 C) a I - -� I SHEET DATE .,, x,.. - 04-02-15 a 0'-0" , 6 - --- -- --- -- o io SHEET REVISION INFO Ile oo Z T.0 PAD (TYP. OF 4) J 4" PLUMBING / 6 ...x� .0 0 ti N = m S WALL, TYP. F- o z vi UNO ---- > A1,N SLOPE SLAB @ I _ - a 1/8" PER FOOT Z mmw � -16" I I A1.N W a o 0 19' 6" A_,\ " ___ c:) SET REVISION INFO AWL - � 54 , 3510 O U) __j CD Lu U W BRICK .. TYP. li I`-1- � r _ z I = in o o _ ' L_7 -------�I-- J ^' SHEET DESCRIPTION � zLn 2fU) .� - - - o W z ---- -- cn w o z =i= - (D W o GAS LINE FOR FIREPLACE HB SLAB LU o GAS LINE FOR TANKLESS� Lu LAYOUT in ¢ ,Lu 0 WATER HEATER o L via " V-7" 6'-5" 10'-0" 24'-4" Ln z z x o z Lo N a a 8'-0" 61'-2" 96" x 48" CONC. PAD LU x z PROJECT NAME Lu ce vi U) 69'-2" ATLANTIC BEACH Z Z HERITAGE o W o3: W = o a =) _ DUVAL COUNTY 0o W SLAB LAYOUT = o LOT/BLOCK 009 cn z I- ce SCALE: 1/4 "= V-0" CLASSIC C) 0 z TBI NUMBER 009 Ln g MODEL Ln TERRANO � aLu Lu ELEVATION NAME ui W W o Lu STEMWALL FOUNDATION CLASSIC 0 ¢ w � T. v; H- z z NOTE: FIELD VERIFY ALL GAS LINE Ln ce LU LOCATIONS PRIOR TO POURING SLAB z SHEET NUMBER - � oLu = _ W WW m W m Lu ADDITIONAL NOTES AND DETAILS CAN BE FOUND ON Al . 18 Z J ,V-, J O O W J Z J LL Q u F— O SHEET A1.N 1-j ERIAL NUMBER 1010.1 TO ME BBT OF W NNO WIE➢GE,TIE DESIGN GE Wc1®IX1 MIN MINING COMRIB WITH TR� EKNMDM BDIIDING CODE IN EFFECT M OF OOZE OF(WIFIGTION&M.. Ln U CD CD Z NLLJ_ oC x v af d m d J O O U H SHANNON M. VANCLEAVE,AIA AR 97080 Z_ Q � Z ( Z Q O (A Ln 13� Z (nLu Lu I- n a� ce ( a wzm , O we Lu Z ( /� a F" w Nk F O > xCa o umi r0 Q p = Lu Lu U W g in O ` 3 O �M o ' N W � O Q c o w EnO >O ( ❑ > w Lu o wQZO � Q �w < x U W Z A Lu cc.� vwiz A E„ O ¢ w z �� ,,Cl- ' a as d a = Q � Q a o Lu 8 z ~ moo w � w ® W64 N = o ¢ F a L 0- U_ oam U w ... w Lu Ln OO z o Ln j DRAWN BY w C.CRUZ m z z o CHECKED BY En a S.VANCLEAVE umj 0, o a SCALE m ¢ > LU 22 X 34 = SCALE AS NOTED a a 11X17 = 1/2 NOTED SCALE x Lu V 0 om � ! SHEET DATE 0 L L G FRONT WALL OF GARAGE 04-02-15 o w SHEET REVISION INFO w o z PROVIDE 1 1/2" D x ' W w r ORECESS AT GARAGE DOOR - = m U W.W.M. PLACED IN UPPER o w z vi 1/3 OF SLAB OR FIBERMESH z = o Z PROVIDE 4 1/2" D x 8" W RECESS / REINF. PER PLAN Lu z SLAB RECESS 1 1/ 11 z IN SLAB - - m J 1/ 1/8" (MIN.) SAWCUT x 1/4 OF Lu a o o BRICK PAVERS GAR. w SLAB THICKNESS SEE SET REVISION INFO vxi v� FIN. FLR. m FOUNDATION PLAN FOR LOCATION -. O N J w GARAGE wzcQ.� tx- DOOR (D O > __ 4 a _ SLAB (D W Lu� m III � (- - RECESS 7 g > -- WALL PER 3: LnO o W z `� ( _ PLAN 5 g SHEET DESCRIPTION g w � _ Ln w o z SLAB LAYOUT . —I / n H= ZW � SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 NOTES AND m ce a zTO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, o < > o AS CONCRETE ALLOWS WITHOUT RAVELING DETAILS ma 0 Lu z Ln U J Q Lu o = z PLAN VIEW PROJECT NAME w _ (n O � � Ln � SECTION @ GAR . DOOR 1 SAW CUT DETAIL ATLANTIC BEACH o � zw 2 Lu _ 0 1 SCALE: 3/4" = V-0" A1.N SCALE: 3/8" = V-0° HERITAGE v Ln o DUVAL COUNTY p w o Lu= o LOT/BLOCK 009 w F gz oz z TBI NUMBER 009 o z g MODEL aZ � TERRANO F d w Q � W z ELEVATION NAME z W W o SLAB LAYOUT NOTES . - ALL N 0 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. uj Q Lu 3: vi v 2. CONSULT W/ MAN, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS zz � m3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE ¢ SHEET NUMBER oo = G 2 Lu 0 � 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. owmwAlmN z 0 INDICATES DOOR OPENING Lu O O u- < a v O ERIAL NUMBER 1010.1 F TO TIE FEST OF MY NNOWIEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPILES WITH THE APRIGBI£MINIMUM BURRING CODE IN EFFECT 0.50E DATE OF CERMHUTI.ON BEIAW. In v -'I z 0 Fy N L W = o it"Y• 0 7 201155 m 0 0 40 �.. SHANNON H. VANCLEAVE,AIA AR 47080 Z_ WO 0 Z Z O Ln zv�iw D O x 69'-2" CIO Lu PROVIDE WATER LINE 81_011 481-611 121-811 C) w -' FOR FUTURE BBQ AREA w O 1 n 1 In ,- 11 1 n 1_ n 1_ n 1_ n 1_ n 0 . � PROVIDE GAS LINE FOR l'-X7' , 6 -5 6 -0z 28 11 2 -8 1 7 2 1 1 7 4 9 N Lu 11 o w z¢ FUTURE BBQ AREA BRICK VENEER, 11 Q H o LIJ> `° 6-0" HIGH (TYP.) HB PRIVACY WALL - GAS LINE FOR _ O _ �I o ga Tly � 0 O LLJ T17 w z I I OVEN - 611 El 0 0 I I - C00 P - = = �I� � x wN ' " - c z 5'-4" v 0 16-41' TI TI w q Q Lu 3 ov 6 0 �n% A3.N Q v, 1 o I- - Iik - 00 *1 q z � a Lu 0 I oo SINK W/ 0 v Lu a I I BREAKFAST DI:>P. O DINING ti - -_ ft ; � W 0 z 1 1 I AREA GOURME 11 _ ROOM _ � I 9 4 CLG. OLEO i DW CD 11' 0" CLG. -3 a' C a I CW) � ' KITCHEN - - - iIi1 I I __ L___� I PANT Ln = o H-I W z w I ------ ------,�, 9 4 CLG. 0 0 CLG. 4 13 4 1 4 _ 1 ^ Q x 04 N 1 11 T M 1 11 1 0 ----- ------J x a - 17>- - - - 1 1 1 1 '^ i '1 C Q o o I (LINE OF I 2X6 WALL, 6'-7H iii I © a Lu w -.1 I ECOND I TOP @ 34 �o RIFE G= s A �L OR ABV. 1 1/211 SPACE _ ARCH - - - - i F- o - - - I- - - - - -ROUGH - - � - - 1 T - - - - 611 ti d o J A7.18 ^ 1 - LINE OF 1 I COVERED A O m u - A7. - -� - 6 � - r U Cf � _ _ o,- - 18 -10, `D (7� 3'-ii' -1 - - 8 v - SECOND ENTRY I FRAME A7.18 < S Z (- b \ ,,, Iv FLOOR ABV. o MT 10' 0" CLG. I HEADER OUT = x121.0 0 0 a I I ^ I I Ia 1 - ( I - - I TO MATCH ^ DRAWN BY z ,,, I I I o 36" HIGH UP 9'-4" m A3.N - FOYER I a W I FRAME O 1 I RAILING W/ I I fn 110'-0" CLG. I � I COLUMN Ln C.CRUZ v w I ,� I WIDTH TYP. z 0° 11 HEADER OUT I PICKS REJECT D CHECKED BY _ vi p z _ _ I i TO MATCH ib 2'-0" SPHERE 1 Ia °O co S.VANCLEAVE LC)fu °° °° w I I COLUMN 6 TYP. r, x a' o 18'-1011 3' 7" 3' 7" 13' S" O r , cn o > ctfM ~ I WIDTH TYP. 1 ° SCALE m a Lu STORAGE - - - - - - - - - - 22 X 34 = SCALE AS NOTED J o a I I COVERED " GREAT ROOM OAK STAIRS I STUDY 22 X 54 cc 11X17 = 1/2 NOTED SCALE o� W I 1 LANAI (� 9'-4" TO 10'-0" 10'-0" CLG. ATTIC of 1 10'-0" CLG. I COFFERED CLG. _ I FT7 01 SHEET DATE ACCESS o O _ r I iO I PULL DOWN a1 04-02-15 % Lu M I cn l CONTINUOUS , I l l l STAIRS =I o I I HANDRAIL I I I I wl SHEET REVISION INFO Lu GE m o I I I _ 1 „ i� 11 of THREE CAR 1 RFI #108352 DK 4-30-15 0 cn I I I b 1 9 4 CLG. O _ 1 10'-0" CLG. o L 1.0 u U)0 ( I I I M I MT _ 0 �I � c aWZ � I I lZ _� zo > coOOw3 11 Up N Wm J z = 0 I I �o I " BATH 2 0 � W j j - SET REVISION INFO 0 0 C) 0 U) Ln I 7v 10' 0" CLG. o w o L - J OZQLIJ= I O 611 I 6 6 ,a 2f w g � } I I 1 6'-111 5'-8" 6'-1" 15'-5" J 201-311 c� W z I I I I N H. 1 6" 17 PROVIDE 25" WIDE C) co - - - - - � � - - - - - WATER SPACE FOR ATTIC 1 LU z cn _ - - - o SOFTENER STAIRS SHEET DESCRIPTION Inw0z _' LOOP _ _ _ _ _ _ _ M = I M FIRST FLOOR _ � w 0 � N � 1 F— Z W H- -� 0 •--1 - -- - - -- PLAN o a > o �N NO = 0° O HB BRICK VENEER, z z = 0 `� TANKLESS (TYP.) � 2 J a , GAS LINE FOR GAS WATER Lu W o = z HEATER FIREPLACE PROJECT NAME Ln Lu ¢ (A z 1'-7" 111 11, ATLANTIC BEACH w 6' S" 3 -62 12'-911 z 7'-0" 18'-11" HERITAGE uj11 61' 2" W 8 .0 DUVAL COUNTY z o = 0 691-211 LOT/BLOCK 009 Inz ~ ce LL g z zo z TBI NUMBER 009 a cn 0 MODEL � o < Il_, z 0 FIRST FLOOR PLAN 2:Lu w IL z ¢ SCALE: 1/4"= V-0" CLASSIC ELEVATION NAME o w CLASSIC °aw �ii x IH vi �— v � Q � � � z z w Lnn� % Q SHEET NUMBER W F- < F_ A2 , 18 O = � _ aL) � � ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON LU w m w _, z JCy Q o 0 o SHEET A3.N J ERIALNUMBER 1010.1 I I TO mE BE51 Cf W"OW-EDGE,ME DESIGN o@IMD ON THIS DMMNG ONIMES WITH INE A4NMM MINIMUM BUILDING COBE IN ERER AS OF DAIS Ci CERTFlUTON BELDW. Ln U 0 N W (Do lY 7 0 � m d J O O U H SHANNON M.VANCLEAVE,AIA AR 97080 Z o 48'-5" , 0 o V) 2Z11 4'-8" 33'-2" 10'-7" W zoo 3' 3z" 5' 8" 10' 4" 14' 0" a ce 42" HIGH RAILING n o oc z °J° W/ PICKETS 1 2 C) "' J SPACED TO 0 . o_ REJECT A 4 " a d z = SPHERE n n W a N �o O� 0 ILII �a o W S co ... . :::". :. - w — ^ r a�a 0 0 = 1'-1011 6" 6 MASTER 4 cuR6 — i o �i.► U ® � o a° BATH O "' �1 c3 o Q Lr-L Z N ' J-J ' ^ o o - - "' 9' 0" CLG. (�` - — - - - - - - - - S Lu M bo - � T � - - - - - - - - o L; z � 17'-2" 2' 4" M 7' 1E. - tlt w 0 0 42" HIGH- _u] o RAILING 4 1'-4" O 3 8'-0" HIGH = I#� m V " O Lu o rn - 19 iv A3.N N FRAME WALL III 7 a Z �. W 3 O MASTER - =00 w U v) z MT BEDROOM2° o — rtlTl Q 0 . "' 4' 3" 2' 0" - 114� *w,,, z 9 0 CLG. N a o COVERE SITTING w BALCON AREAq2'-4" K,s -a N 9'-0" CLG 9'-0" CLG. N jj� INEN O 0 0 o A - _ _ SLOPE 1/8" .- 101-11161 - - - - _ °" ° O . 0 0 J A7.18 ER FT. 17'-2" - �� - � 8' 5" 4' 3" J Z Q N o ------ 10'-2" 3' 8" A 1 _ - - - - - - - - - - - A7.18 0 o J N o 10"X10" 9" 4 6" HALL U W m Lu 0Co AIR A3.N DN 9' 0" CLG. v JUMPER Q o 11 i r= _____� 42" HIGH HALF - - - - - - - - - - - - 0 0 Lu o ARC l i WALL WITH O DRAWN BY � I - 10 ---- R&SH a AHU 2 ! 1 - WOOD CAP v i `L - (TYP.) 00 C.CRUZ z z o M 42" HIGH ATTIC `^ "' 00 i CONT. b a' CHECKED BY V o Z ALF WALL ACCESS iO HANDRAIL LOFT "N M Lu LU W I.C. X 13 r�, 13 @ 36" ABV. 9' 0" CLG. a, S.VANCLEAVE 0 z w - 9' 0" CLG. �- 411 10 , 0 =CD i NOSING " SCALE `n a > 9- " CLG. " I T 6 22 X 34 = SCALE AS NOTED J o a �-_ ' 71-21' 3 11 91-311 11X17 = 1/2 NOTED SCALE 0 0 = ; bD* L. . H. ABV. �* W (n ' - -- - - - 1 n M 0 0 6T'--------- DBL. R&SH � _ ' 5 -10 �, O - - - - - - - - - - - - - - - - _ SHEET DATE __� . - vvi u, BO _ ____________ __J 4' 0" ! 04-02-15 0 0 13'-0" oo 1' 211 21'$II HALL °P O 2 -411 _ SHEET REVISION INFO a o z - co 10 _ 9' 0" CLG. "n �^ = 1 RFI #108352 DK 4 30 15 W } O fv 1 2 --LIN IN Q co 10 ,-ML-L D 10 zo z PROVIDE DRIP PANcn a n UNDER WASHER - w 9 LINEN "' ROOF BELOW m m w A N ? O _ wao0 BATH 3N = I z = 0 W ISO N N SET REVISION INFO �' w BEDROOM 3 I= 0 9 °=C ® � I 11 BEDROOM 2 - - - - - - - 0 (nW Z u 9'-0" CLG. 11, -3 _� .y 9'-0" CLG. 0 K Ln >- I n 1 n I 11 1 ti '� - a m 13 -0 # 3 -0 5 -6 N 1a 4'-0" 8'-11" .N (9 oC W Z LL b Lti Ln 0 0 _ o Lu2 Z " V-2" SHEET DESCRIPTION 2: Lu`n W Lu Z 0 0 0 1 SECOND FLOOR = z U0 3' 2 2' 10" 1T 10" 1 8' 10" A F- W o p PLAN m ch-, z 4'-8" 3'-4" 40'-511 oaLu0 m ;mz 48'-511 Lu Lu n ¢ a LU = z PROJECT NAME ce Ln Ln 0WZLu Z ATLANTIC BEACH o HERITAGE W = Q Q j in W o W LU �m_ DUVAL COUNTY z � � SECOND FLOOR PLAN LOT/BLOCK 009 Zz o z SCALE: 1/4"= 1' 0" CLASSIC TBI NUMBER 009 O G zo MODEL Lu Lu < TERRANO o w � aWa � W � Z W W Z a ELEVATION NAME (7 W u- E o U-1 CLASSIC Q W Lr) Z=;z0 0 Z = ZZ W 'LQ) mz SHEET NUMBER oZ = ; a W Lu ED ==ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON A3 . 18 W m WZ J u Z J Wa 0 0 o A3.N Lu J PERIAL NUMBER 1010.1 TO THE 96T OF Mr NNOWIECGE,THE DMGN DEPICTED ON THIS WINE COMWES WT THE P1911 MIWMGM W RDMG CODE N EFFECTA50FMT:Of C FCATON OEIDW. Ln (� N I Ift� �0 W cav d J SHANNON,R.�AMLEAVE, AIA O O 7'-8" AR 0080 le e 5' 4" 1' 2" 1'-2" Ck CD co a U- z z \ c O Q . U) Ln L z Ln Lu ri w v o V1 W 000 - a w a 911 ;0 OF6 zn o ? J - o 00 U ° 2'-8" a U Jo .� T-0 cd w v w oC ~ v T-6" � = a V b A d > 0 LA U w s 2 Lu ZoUwu =owhNd ~ZzazQZ A34.N SCRALCE Hi/4D"=1E' To"AIL ��rV� `o2 RC 3 NT. DETAIL BATH o ce BARREL ARCH DETAIL LLJ U) SCALE 1/4"=10" SCALE 1/4"=1 0" SCALE 1/4"=1'-0"w A3.N Oo • Lu ct adywOa Ln dxpwAda~ AdOaCoLi i 5asawo�O 4' O „ inc: 0 W W J fV, 2 ZQ OO 0w O a LU m U ce uj Q O O DRAWN BY � a z w C.CRUZ z m CHECKED BY Lu a SCALE S VEAVE 0 0Lu ce� 22 X 34 = SCALE AS NOTED mLU a > J O J 11X17 = 1/2 NOTED SCALE a ui U) SHEET DATE J ce 04- 2-15 INSULATION SCHEDULE L � SHEET REVISION INFO 09 o LOCATION TYPE R-VALUE U.N.O. 1 W o z RFI #108352 DK 4-30-15 = m o CEILING @ LIVING AREA FIBERGLASS 38 zo o V) EXTERIOR WD. FRAME WALLS FIBERGLASS _ 19 j m m w WALLS TO LIVING AREA FIBERGLASS 11 o SET REVISION INFO Lu Q 0 z2ow ---DOOR TAG DOOR SCHEDULE o ( W DOOR CALL OUT - - w Z V a g ly m TYPE SIZE REMARKS z 0 > z V z = 1 THERMA TRU INSULATED ENTRY SHEET DESCRIPTION 31-011 X 81-011 W/ (2) 12 SIDELITES -- ,Z DOOR FLOOR PLAN NOTES Ln Z Lu Lu W o TEMPERED 2 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN SCHEDULES AND m g LU°� z 1 RATED OR 20 - MINUTE FIRE DETAILS FLn< �WINDOWTAG WINDOW SCHEDULE CLA 3 NOT USED Z Z = z WINDOW CALL-OUT WINDOW - a 4 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" NON INSULATED, RAISED PANEL PROJECT NAME WU) QIn w o o TYPE SIZE REMARKS 5 HOLLOW CORE DOOR 1'-6" X 6'-8" ATLANTIC BEACH oc Vi Ln ce 0 0 (DW A 25 SINGLE HUNG 36" X 62" VINYL LOW-E / EGRESS 6 HOLLOW CORE DOOR 2'-0" X 6'-8" HERITAGE w 2 o W B 25 SINGLE HUNG (2) 36" X 62" VINYL LOW-E / EGRESS 7 NOT USED a p 0 = z o w 8 HOLLOW CORE DOOR 2'-4" X 6'-8" DUVAL COUNTY C 26 SINGLE HUNG (2) 36" X 75" VINYL LOW-E / EGRESS �, z m D FIXED GLASS 32" X 16" VINYL LOW E 9 NOT USED LOT/BLOCK 009 o TBI NUMBER 009 :5 Z O zE H35 SINGLE HUNG 25 1/2" X 62" VINYL LOW-E 10 HOLLOW CORE DOOR 2'-6" X 6'-8" MODEL z Lu a F H35 SINGLE HUNG (2) 25 1/2" X 62" VINYL LOW-E 11 HOLLOW CORE DOOR 2'-6" X 81-011 a o 27 � 12 HOLLOW CORE DOOR 2'-8" X 8'-0" TERRANO � a W > G FIXED GLASS 48" X 64" VINYL LOW-E / TEMP. Luo r 13 HOLLOW CORE DOOR 2'-8" X 6' 8" ELEVATION NAME W Lu z a H FIXED GLASS 31" X 30" VINYL LOW-E (D W U_ AREA TABULATIONS LATI O N S cLA 14 HOLLOW CORE BI-PASS DOOR 5' 0" X 6' 8" ALL Z w OI H34 SINGLE HUNG 25 1/2" X 49 5/8" VINYL LOW-E LV � um) � o Living: a = LL 1st floor: 1,597 SQ. FT. 15 NOT USED J FIXED GLASS (3) 25" X 34" VINYL LOW-E 16 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED O v 2nd floor 1,461 SQ. FT. Q SHEET NUMBER z z Total Living: 3,058 SQ. FT. K FIXED GLASS 20" X 34" VINYL LOW-E 17 BI-PASS GLASS SHOWER DOOR 5'-4"x6'-0" TEMPERED W m ENTRY: 59 SQ. FT. o z V) LANAI: 317 SQ. FT. L FIXED GLASS 2'-0" DIA. VINYL LOW-E / ROUND 18 NOT USED ( ) A3 , n Ia GARAGE: 586 SQ. FT. M FIXED GLASS 64" X 52" INTERIOR / TEMPERED L2O FRENCH DOOR 2 2' 6"X 6' 8" TEMPEREDI v Lu z m � COVEREDBALCONY: 68 SQ. FT. JOow Total Area: 4,088 SQ. FT. N FIXED GLASS 48" X 16" VINYL LOW-E HOLLOW CORE POCKET DOOR 2'-6" X 6'-8" w a V � O J ERIAL NUMBER 1010.1 TO mIIE TOf WNHEo6E,mE DEIGN DEPICTED ON TIU6 OhGOSWITx MiOEMNIMU IWNOTEV . CODE IN EFFECT IS OF DATE OF CiaTIOx6ELOW. tIE UIDING In U N PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY off INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS LIJ NOTED OTHERWISE. 015 0 0 m FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH 00 TOP OF RIDGE ELEVATION. "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON M.V.ANCLEAVE,AIA ROOF PER AR 97080 t 1 X 3 BOARD & CONTRACT A5.2.18 U.N.0. FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. z `L BATTEN 0 0 - PRE-CAST 'STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM a o w FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. zw p o TOP OF HEEL LU _ - - - - - - - TRIM WORK: FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST a m 1 2nd. FLR. PLATE HEIGHT INTO THE UNDERSIDE OF THE OPENING. DID C) W J 1 ,� w N 0 ; METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a o w a z i BE FAUX WROUGHT IRON ALUMINUM. F~ r11 d LIJ m �ffiFLASHING f L IF THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY V p ca 0 ~ o _ OLD � ' + ' 1 MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. © � U w 8 � 0 w o _ _ _ i FLASHING 0 ,✓ a z ^ N THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE •~ ® N ,� o ; T` N SUB-CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN ¢ o S w z WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND p�jEl o > 0 2ND. FIN. FLR. ;_ _ _ _TOP OF _HEEL wo E - _ - - - - - - - - - -_ - -_ - - - - - - - - — - - — ;I� APPROVED PRIOR TO INSTALLATION. o a z T.O. HEEL _ _ _ _ _ _ _ - - - _ PLATE HEIGHT @ DININ ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a Q O _ PLATE HEIGHT N LIGHTS WITH TOLL BROTHERS P.M. w o I a RHWw g I I i I Z Z Mb� o 2 ADDITIONAL ELEVATION NOTES : x o A5.2.18 i o El ~ C) o - --- 0 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL LU U_ 00 ¢ _ 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS = o I . VVV ........... o ocU_ i 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN a -I ADDITIONAL 1/2" DROP ER 0'-0" FIN. FLR. - - _- ----- - --+ - - 0'-0" FIN. FLR. - - - — - - - - - - - ¢ O O O - --------------------- DRAWN BY z m ASPHALT SHINGLE C.CRUZ V O z ROOF SYSTEM CHECKED BY E FRONT ELEVATION P S.VANCLEAVE = W F� SCALE m a LIJ SCALE 1/4 =V-0" " CLASSIC 22 X 34 = SCALE AS NOTED J 1-- ¢ 11X17 = 1/2 NOTED SCALE 0 0 = 803 w w I O 0 uc) A5.3.18 SHEET DATE ce 0 250 04-02-15 LU 0 A5.2.18 SHEET REVISION INFO W m o F_ 1 RFI #108352 DK 4-30-15 o v o 0 :- TOP OF HEEL - - - - m m W 2nd. FLR. PLATE HEIGHT - J I/ IT - LU = -, w IT 11 11 IT 11 11 It 11 111111 111111 Ill 111111 IT II II IT II SET REVISION INFO � vI w v, ROOF PER FLASHING--\ 111111 111111 IIITII 111111 11 111 11111 111111 111111 HIT 11111 IIITI U-) ¢ i CONTRACT i111111 IIH HIT 1 111111 IIITII I illill - � gN ~ -011 - aa � m a o0 C7 w Z -- �- � U-) 1 11 IT 11 11 IT 11 IT II II IT II o o 11 11 IT 11 11 IT 11 1111 Jill 11 111111 11 lull o w z N TOP OF HEEL DINING SHEET DESCRIPTION IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 1 11 IT 11 111111 11 ITIII 111111 11 IT 11 = 0 W o PLA E HEIGHT @ DINING - - - - - - -- - - - - - - - - - - - - -I/ IN JI Ill U1111 IIITII 111 11 111111 2nd. FIN. FLR. _ FRT If +Hj IT A F- Z w - - - - - - - - - - - = _I > LU o TOP OF HEEL - "v FRONT & SIDE a - _ _ _ _ _ PLATE HEIGHT o ¢ w o PLATE HEIGHT -- - Z - > o ELEVATIONS w 2 J Q s I I.._.- —'-' -- LU U) = z ^ _ b A5.2.18 I — 6'-0" PRIVACY PROJECT NAME CEvi in WALL M Q (7 � F c 00 - - = ATLANTIC BEACH o w Z w - o HERITAGE 0 \--- - o0 0 oo - o .. F U ch w DUVAL COUNTY 0 U_ In ZOw � S z zo z 0' 0" FIN. FLR. r - N 0' 0" FIN. FL LOT/BLOCK 009 � , r + TBI NUMBER 009 +i MODEL TERRANO z w Qoz � 2f a w > 1 5 4 ,� o '" A5.3.18 A5.2.t8 A5.2.18 z a ELEVATION NAME (� Uww 3 RIGHT ELEVATION LU cLAsslc z = z ~o SCALE 1/4"=V-0" CLASSIC L9 z W U m Q SHEET NUMBER LU� o _ 11Q w o w m w CD � ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE A5 , 1 V Z J U J Z J LL Q 0 o o FOUND ON SHEET A5 .2. 18 Lu J ERIAL NUMBER 1010.1 TO THE BEST OF MY RNOWIEOGE,TIE DESIGN DEPICTED ON THIS DRAWING CCM"S WITH THE APMC BIE MINIMUM BUDDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. En V Z `-4 vi ROOF PER av= CONTRACT � F 00 l 7 a 3 00 A5.2.1 _ _ ;\� SHANNON M. VANCLEAVE, AIA — — 11ll AR 97080 --- T.O. HEEL z0 SECOND FLOOR PLATE HT A ; ' '-4" p Z l 3:12 7n= a o I ���� I i TYP I I co � llrt�,�C z vU) o - - - Ln W o rL �, r. 1 - - - _: - - - --- _ =z _I 1 � z °O ' , Ir� �I I_ i . .' � � - - - - 1 3:12 I C) ''' J 3 ^ 1 a N N Lu cl� Q_ 0 W F-- O A5.3.18 i - - ------------------------------------ 0 _ F o wz¢ i r > m - - - - - - - - - - - - 2ND. FIN. FLR_ = 1 V Q ¢ z O w o FLASHING _T.O. HEEL M1V y W - , - - - - - - - - - - - - - - - - - - - - - v U w g -� - - - - - - - - 3:12 1 1 p 0 = - - - - - - - - - - - - - - -- - - - 0 cn u, z = - -___---- -- PLATE HEIGHT N N I a � z 0 c) Oi LU> O ® © H x W O Lu x � c or� w Q JF7ry Lu p _ O d -F ... .. ry z_ ;_ ZLu O a `° °' a' EL 1 1 a A W Z -- i ® Q a A 04 Z = a - -... -----:— ._: 0'-0" FIN. FLR. px o o a o a oZ � a Ocx- O cef U- REAR ELEVATION oU o SCALE 1/4"=1'-0" CLASSIC Lu u ROOF IIS1Lo0PE PLAN 5 : 12 U. N.o SIC 000- U) DRAWN BY LU LLLW C.CRUZ m z p CHECKED BY tea z i S.VANCLEAVE Lu = a ROOF VENT CALCULATION: I SCALE m a > 2,559 sq. ft. CEILING AREA (LIVING = 17.06 sq. ft. (REQUIRED) 22 X 34 = SCALE AS NOTED 0 o a 150 11X17 = 1/2 NOTED SCALE LLLLuU) 0 0 i SHEET DATE JEn o 04-02-15 o E3 -t ROOF PER PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO SHEET REVISION INFO o z CONTRACT. VERIFY LOCATIONS 1 RFI #108352 DK 4-30-15 2 °r° O pcn0CD v -� LI `rl --....--- Q In m ° TOP OF HEEL - - - - - - - - - - - - - - - - - - - - - - - - - - - J F--F - - - - a = W o 2nd. FLR. PLATE HEIGHT 110 SET REVISION INFO OcnJ W 111111 II, T11 1111 IT 11 11 IT 11 1 I 1 11 11 IT 11 11 IT 11 11 11 111 ] 11 1111112 Z U F Q � In � � m1 11 IT 11 111111 111111 1111 -1[ 11 ITI1 111111 1111 11 1111 11 1 IT 11 11 IT 11 1111 1 11 IT 11 11 IT 1 11 IT 11 11 IT 11 111111 CD � w a r' ', _I ZOu 1.11 � � cp ;�� o W z 42" HIGH HALF SHEET DESCRIPTION In w o Z WALL "IT 11 11 IT 11 111111 111111 REAR AND SIDE Lu 0 Z WELEVATIONS AND ROOF r � a o FLASHING �_--' W a > o ml� 2nd. FIN. FLR. - ll 11 11 FLASHING TOP - - - - - - - w � = z v TOP OF HEEL r OEHEG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L SLOPE PLAN - - - - - - - - - - -- - - - - w = � N N PLATE HEIGHT 1,-811 - - - - - — - - - - - - - - - - - - - - - - - - _______ PROJECT NAME W p Ino sac� ATLANTIC BEACH oc vi� •• m 0 W z w � � LJ� i A5.2.18 O p - i Mb� HERITAGE Q0 W _F o i o , cn u, -a o o = a I o b DUVAL COUNTY o -- ---' z o = o oo LOT/BLOCK 009 W F Z o z , 1 TBI NUMBER 009 MODEL a z O s z¢ �CI o Q 0'-0" FIN. FLR i C ` i - 0'-0" FIN. FLR. - - - - - - EnceLLJw ¢ t Lu ELEVATION NAME 9 a LU o A52.18 LEFT ELEVATION � cLAsslc SCALE 1/4"=11 0" CLASSIC ozp vzF ASPHALT SHINGLE W � Zo SHEET NUMBER ROOF SYSTEM a z W A5 , 1 ■ 1 8 CO LULUW COW ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE ZJ U 0 0 U- FOUND ON SHEET A5.2. 18 W a u o J ERIAL NUMBER 1010.1 M1 E2 OF W NHO"NHN£,I E DESIGN HILI®ON MS N DRAINING ffiW i AVMI MINIMUM&AIDING H COLE IN ERKT AS OF MIE Of GfJIIIFlGIIIXI BEIDYI. Ln N (2) 2x10 3.1 TAPERED COLUMN 2X4 TOP RAIL �_ 1x12 TRIM 5'2'6 SHINGLE SIDING 2015 F m w 1x2 TRIM a � 1x4 FASCIA �I � 42" HIGH RAILING W/ �� 3.1 TOP RAIL ROOF PER / 0 o CONTRACT 2x6 RAFTER J ¢ 1 %" COVE PICKETS SPACED TO SHANNON M. VANCLEAVE,AIA ---------- --CONTRA 802 REJECT A 4" DIA. SPHERE 5.2.6 AR 97080 ' A5.3.18 - 308 i i TYP 1 -8 OVERHANG M _ 0 TYP. A5.3.18 - - - SECOND FLOOR Z oz / PLATE HT. 2X4 BOTTOM RAIL W/ Q U) ' ' 1'-411 411 z ,,, __-` _ ,' 2nd FIN. FLR. o x SLOPED TOP Lu t- BALCONY FINISH FLR. LnZ m _ _ _ _ 3.2 BOTTOM RAILCOO 0 w J Q c N U- J I ,� W N m oro 5.2,6 a 03 "' o %" HALF ROUND 3.2 lao `a H 2 Lu 2' > ►_- 0 i i 1X4 TRIM 5,2,6 � O q � w Lu 0 W SHEATHING U W :: INSULATION AS 8 - - - - - - - - - - 3 RAILING DETAIL REQUIRED 0 ^ o o tz zo 6.2 - - — - - - - CT SCALE 1/2"=1'-0" WATER RESISTIVE N - - - - - - - o l A5.2.18 ;. BARRIER o 0 O > o A5.2.18 N STUD vy -- — h J. w 0O ` _ ' # JOINT FLASHING a 0 Z F = U z 8 AS REQUIRED C i�, SHAKE SIDING aK w z U vwi ¢ - o o _..I i i " :v NAIL PER A Lu ooo FLASHING Y MANUFACTURERLn ¢ A W o °O o 00 o 1 ; FLASHING 11.; SPECIFICATIONS Q a G' 1 X 2 CAP 2nd FIN. FLR. `" z z¢ w 250 i i ' -- LAP SIDING x 0 FIN. FLR. O �, ® C c� o O o A5.2.18 1 1 1 LU w J FIN. FLR. CONCRETE ® N � z a � I ; : � ' � FLOOR FOUNDATION O ; " 1 X 6 TRIM SYSTEM 1 X 2 CAP a o J ----------------------_____ -- 1 X BLOCKING SIDING C) 0 m ELEVATION VIEW 1 X 6 TRIM 2 CAULK AS ( s , i ce � oU z NEEDED ¢ ce 0 A5.2.18 1 X BLOCKING DRAWN BY ¢ v o 'v SHAKE SIDING Lu STARTER f I z m STRIP \ C.CRUZ Z o CHECKED BY ce Ln ¢ 1 FRONT ENTRY DETAIL S.VANCLEAVE = W � 4 WAINSC T DETAIL 5 LAP SIDING DETAIL H- n 1 R SCALE 1/4"=1'-0" CLASSIC 1' 10" SCALE m z¢ > A512118 21-411 A5.2.18 SCALE 1/2"=1'-0" A5.2.18 SCALE 1/2"=V-0" 22 X 34 = SCALE AS NOTED o ¢ ELEVATION VIEW 11X17 = 1/2 NOTED SCALE � W � d 0 2 COL MN DETAIL SHEET DATE o G CA52.1fSCALE 1/2"=r-0" 04-02-15 0 � SHEET REVISION INFO Coe 0 0 6.2 1 RFI #108352 DK 4-30-15 wcoU 5.2,6 a nom z¢ wrn � co Lu J 2 w I SET REVISION INFO oz � _ — a � � m z o > z 6.2 L W 0 5.2.6 5.2.6 2'-6" zU U=) I I SHEET DESCRIPTION LnW 0 I "� EXTERIOR ae a z I 250 250 L; ELEVATION in Ln ¢ 5.2.6 5.2.6 — DETAILS (A � J ¢ W o o I I I I �0 45° PROJECT NAME �' �' Lu 2212„ ATLANTICHERITAGE CH � o w x m L - - J L��j ¢ =), w (A w F DUVAL COUNTY z = 0 SIDE VIEW FRONT VIEW U) z F LL LOT/BLOCK 009 g z 06 - TBI NUMBER 009 Ln 0Z TRELLIS SYSTEM DETAIL M � a SCALE 1"=1'-0" 1 MODEL 0 � A5.2.18 4111 TERRANO F a w j 4 Lu W 0 z 3'-011 2411 (T II w i z ¢ >�� ` J ELEVATION NAME LU u W j LL �M �M ❑ m^ ri� M^ M CLASSIC 7 J�j250 BRACKET DETAIL Lun Z = z o 21-811 4" N N SCALE 1"=1'-0" ''...... Q Z A5.2.18 W m z SHEET NUMBER o Z w SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW Q � A5 , 2 , 18 wmW 6.i LATTICE DETAIL 6.2 BEAM DETAIL _j LZ J z J " A5.2.18 SCALE 1"=1'-0" A5.2.18 SCALE 1"=1'-0" W a o 0 0 J PERIAL NUMBER 1010.1 TO THE BBT OF MY g10WIIDGE,TINE DESIGN CE% ON TITS MINING WMNIBW THE.4411C MINIMUM MOEN% =E IN ERHT/S OF MM OF URTIFIGTUX MWW, Ln U N l Z N �_ 1X6 HEAD 1x4 FASCIA = p 2x6 RAFTER � 0 1X4 CASING1x2 TRIM d J = � O O Lr'T = O (D SHANNON M. VANCLEAVE,AIA z AR 97080 a 1 z" COVE _ 0 1'-4" z E, o Z o _ �* VERHAN ¢ . � =F4 U) z U) Lu oW � F Ln %" HALF ROUND ne z m 5/4 SILL �, 1x2 TRIM on ° J W o Lu v 0 1X6 APRON. � wa o SI ED TO MA CH 1%" 1 1. a E Lu m HALF WINDOW WIDTH 11.211 C q o Lu b o °' 1'-4%11 00 m o 0 1 WIND W TRIM 2 NUTTER DETAIL M 11-211 �'�'� tp o > o A5.3.18 SCALE 1/z°=r-o° A5.3F18 SCALE 1/z"=r o° 2nd FIN. FLR. ° o „>, o BALCONY FINISH FLR. v P.4 0 Nz �a ., a = � w zLu o " Uoa a a A U � � o ELEVATION VIEWin k Lu o o � aa ❑ p c; C) 0 T N = 0 a 0 R5" ° (D LL ohm 1' 4" � OV z a0 PLAN VIEW 0012- DRAWN BY LU a w ce C.CRUZ zLu " m 11-2° z o CHECKED BY w o ¢ 3 S.VANCLEAVE Lu Lu REAR SCALE zBALCONY COLUMN DETAIL. SCALE W A5.3.18 22 X 34 = SCALE AS NOTED ma > �n 0 o zi 11X17 = 1/2 NOTED SCALE Lu Ln 0 No Ln' " SHEET DATE -_-- N G 04-02-15 ai a o M:� Aff SHEET REVISION INFO d0oz 4 74� imou 3 0vwi0 � 101.1 3111 Q W z .Z 1" 2 2 m CO Lu J Lu a on 1'-2" SET REVISION INFO z x o w 3td Ln J W Lu u m Z ce o > z308 BRA KET DETAIL ~ o = A5.3.18 SCALE 1"=1' 0" SHEET DESCRIPTION � wz "' 2: wU � EXTERIOR Lu 0 xzv '-" LU Z ELEVATION ce o < LU DETAILS 0 J z ROOFING PER CONTRACT, ON Lu w i z 2X4 SUBFASCIA (2) 7/16" SHEATHING PROJECT NAME w o Ln 0 /IFwvi2X4 OUTLOOKER 2X6 W/ 2" ROUND VENT @ 24" O.C. ATLANTIC BEACH � � w < 2X4 2X4 LEDGER 00 0 Lu METAL DRIP 3/8" CEMENTITIOUS SOFFIT HERITAGE Lu U w 1"x6" FASCIA METAL DRIP Tu , _ DUVAL COUNTY w TRUSS LAYOUT 1X4 FASCIA z 0 = 0 1X6 TRIM BOARD gY ENGINEER U-) z z 11 SIDING PER ELEVATION `V 11.411 LOT/BLOCK 009 z OF 2X6 RAFTER TAIL @ 24" O.C. 1 4 PAN Y PLAN TBI NUMBER 009 U) o VERHAN 2X RAFTER TAILS MODEL M LU o a 1' 0" WALL PER PLAN @ 24" O.C. a o aOVERHANG SIDING PER ELEVATION TERRANO z o } 4" TRIM @ Lu X: U-1 o zELEVATION NAME Lu Il z Q CORNERS (TYP.) 2r Lu L 0 W CLASSIC 803 EAVE DETAIL F � � 802 GABLE END DETAIL o z O SCALE 1/2"=1'-0" SCALE 1/2"=1'-0 " zA5.3.18 A5.3.18 Q SHEET NUMBER Lu � m aFPA5 . 3 ® 18 ozLn mu J o O W ERIAL NUMBER 1010.1 Q V H 0 TO THE BEST OF W KNOWLEDGE,TNE DESIGN DEPICTED ON THIS OMWING COMh WFIN TIED CABE MINIMUM BUILDING CODE IN EFFECT AS OF OAT:OF Q0.iIFIC00I0N BELOW. o RADIANT BARRIER PRE-ENGINEERED TRUSSES STAIR RAILING AND N DESIGNED BY TRUSS MANUFACTURER GUARD RAILING NOTE Lu * 18 RISERS @ 7 5/8" _ ~0 42" HIGH HALF WALL SEE SHEET A3.N FOR INSULATION STAIR RAILING AND STAIR GUARD RAILING c� 16 TREADS SCHEDULE SHALL BE CONSTRUCTED TO WITHSTAND A 1 1 LANDINGS aCONCENTRATED LOAD OF 200 POUNDS APPLIED / 0 0 * AT ANY POINT ALONG THE RAIL IN ANY Aa 9�oeo ( ) ACTUAL STAIR SHANNON M. VANCLEAVE,AIA 0 RISERS S I DIRECTION. IT MUST ALSO WITHSTAND A � VER IFIED BY r.< , , ,G xx, Y Y Y , >,r UNIFORM LOAD, NOT CONCURRENTLY WITH THE .....:... .... ..... :. ...... . i..- Y.Ya: y .-:.. v;.l.l.:.\.... . ♦ i ♦xira a.i it „i,- i i 1 M1 . ... -.- . z u_ CONTRACTOR CONCENTRATED LOAD OF 50 POUNDS PER o IN THE FIELD. LINEAR FOOT APPLIED ALONG THE RAIL IN ANY Z z DIRECTION. INTERMEDIATE RAILS AND POSTS cn .. SECOND FINISHED FLOOR (IN-FILL) SHALL WITHSTAND A HORIZONTAL o _ - - - -- - COVEREDE LOAD OF 200 POUNDS APPLIED AGAINST ANYex. cr BALCONY SITTING MASTER ONE SQUARE FOOT AREA, NOT CONCURRENTLY o w m L �-7 36" HIGH CONTINUOUS AREA BEDROOM HALL LOFT WITH OTHER LOADS. E'- E= o L-7 WOOD HAND RAILING Lu Inc 0 _._... T �' -- L o > i= `° NosiNc LANDING O A ¢ E LU o I �F FINISHED FLOOR U w g II 00 = o" o v� 0 air � I „ .._t, DESIGNED BY TRUSS MANUFACTURER 0 zo TREAD ^'m COFFERED L BEYOND Ivry o _ Zs _S > w 2. RISER `" _ ° v W COVERED o > o z woo FINISH FLOOR I LANAI ❑ ❑ ' I --- E ; II a o � z -- - II a ..� w ¢ � , :, — 11. Ll aF a CARRIAGE 'S . _ I - II p a 0 THRUST BLOCK - ,= BARREL DINING COVERED ,,, „u� . M, .,. r,�. ARCH ROOM II v i a NAILER t ENTRY j w o - = (BEYOND)GOURMET I I Z z 1 STAIR SECTION -I BREAKFAST KITCHEN SCALE 1/4"=V-0" CLASSIC BEYOND t� O a ® p 0 a: A7. 18 I -€1 � I � 04 II II; :i i EiYiI nT u I �II III.-`��i i ( i r� .ii1= Yi li— Q I- . , I � ( I ., IAi I - ( - ( . • I.! 1 zo - f I J - I 1 � -1 rl I�i 0oII ovum Lu o Ln oc v z 0 0 �; DRAWN BY z z o A BUILDING SECTION CHECKED BY V our) a A7J18SCALE 1/4"=V-0" CLASSIC S.VANCLEAVE Lu SCALE m a > 22 X 34 = SCALE AS NOTED J o J CEILING FINISH PER SPECS 11X17 = 1/2 NOTED SCALE 0 0 = BEAM PER STRUCTURAL uj `" EXTERIOR WALL SHEET DATE 0 o gn PER PLAN TOP OF PLATE 254 04-02-15 25 CEMENTITIOUS SHEATHING d o a� CONTINUOUS METAL PAN PER ELEVATION SHEET REVISION INFO o FLASHING OVER SUBSTRATE d o z AT THRESHOLD. APPLY 1X TRIM 1 RFI #108352 DK 4-30-15 Lu m DURADECK WATERPROOFING o U) MEMBRANE SYSTEM PER J — a j o z MANUF. SPECIFICATIONS ¢ STRUCTURAL POST m m DOOR PER PLAN COVERED O` ,E ^KCr Lu v¢ 0 0 SET REVISION INFO 2t = 0 Lu METAL THRESHOLD o v, III� = FULLY SEALED TO BALCONY w z v FLASHING PAN PER 8d NAILS AT 6 O.C. a S in m MANUF. c9 cc! w z RECOMMENDATIONS FLASH UP WALL, 12 ? o >o 3: 4 MIN. MIN., CONTINUOUS 3: (n 0o CONTINUOUS METAL PAN Z v =vi FLASHING ALONG OPENING s SHEET DESCRIPTION 0 w Ln W/ NO SEAMS OR SPLICES ACK SHEAHINGTRUCTURAL z o 0 3" LAP MIN. DOOR FLASHING DETAIL L E DURADECK, WATERPROOF DECK BUILDING SECTION m � a z 4 M MEMBRANE - FL #124071 AND STAIR Lu a > g SECTION ZZ = Z � ' J a 2nd. FIN. FLR. Lu W = 2c-)- 36" HIGH RAILING PROJECT NAME 0 L FLOOR TRUSSES - � a � z SEE FRAMING P COLLAR FLASHING ATLANTIC BEACH 0 Lu AT POST, SEAL AT HERITAGE o = 0 2X CONT. WOOD TOP OF FLASHING a � o = LEDGER AT DUVAL COUNTY v cn BALCONY ATTACH u, F lx FASCIA TRIM z o w � wPLAN TIE DOWN STRAP PER LOT/BLOCK 009 gz o z STRUCTURAL PLANS TBI NUMBER 009 z G o o ALL FASTENER SUPPORTING BEAM PER MODEL ocn � PENETRATIONS TO BE STRUCTURAL PLANS a w > SEALED AND CAPPED TERRANO L � 0z Lu . W HANGER AT EACH RAFTER CEILING FINISH PER ELEVATION NAME c� SPEC., U.N.O. 9 �' PER STRUCTURAL PLAN L J CLASSIC o DECK, SEE STRUCTURAL PLAN. RIPPED TO ALLOW FOR SLOPE x ~ z O � � -- z z w 3: � m SHEET NUMBER 0z Lu Q N o o M (j:)BALCONY SECTION AT18 Lu w m SCALE 1/4"=1' 0" CLASSIC A7. 18 au __jo J ERIAL NUMBER 1010.1 TOi E4 OFWN"JWIE'ff,l E DESIGN°E41CI®OHT DIFFUSER LEGEND °�" IN MWH MOFDA` O"'��"°"""" °"° CIECOMRCI45OF'INE MLEMAT10NE8DW. Ln U O Z N U ® SUPPLY RETURN ® EXHAUST FAN af �w x O p m J d J O O SHANNON M. VANCLEAVE, AIA FOR REFERENCE ONLY AR 97080 Z � Boom O � Z z a � �n 0U) Lu El Lu F- U) d � 0 Lu w m Lugo a H o o L o BREAKFAST V o A U w W AREA g Z = GOURMET DINING `�J 0 o W 3: o KITCHEN ROOM o > o > ce a > w ® x Lu 0P, 0 z En Lu W3: ope Lu 2 PANTRY *�I w zLn " A w ¢ ® a A w Wh � " tea •- G Lu Lu 6 0 0 COVERED O N � z FOYER ENTRY o � o Q- O LU O � m � Ov z 0 0 a COVERED STORAGE DRAWN BY Q w LANAI C.CRUz vw m z z 0 CHECKED BY wV) Q GREAT STUDY S.VANCLEAVE C ROOM SCALE ma > LU 22 X 34 = SCALE AS NOTED o a 11X17 = 1/2 NOTED SCALE Lu L Ln Lo0 THREE CAR GARAGE SH- ozD isE Lu o SHEET REVISION INFO a O z = m A.H.U. #1 � BATH 2 V) o � ¢ W cn m ca Lu J WaSET REVISION INFO o � z x w w (n J wLu a ¢ gcn am } - m c� wUj z O 0 o EA 0 z z � SHEET DESCRIPTION 2: w cn � FIRST FLOOR EDW0 x z v .. Lu z DIFFUSER ce Lu Q S LAYOUT AND NOTES FIRST FLOOR DIFFUSER LAYOUT Win ¢ ¢ SCALE: 1/4 "= 1'-0" CLASSIC o = z PROJECT NAME Lu ATLANTIC BEACH � � � � o � Lu HERITAGE � u � o oLn L DUVAL COUNTY O z o LOT/BLOCK 009 w F g00 z TBI NUMBER 009 o z o MODEL z w 0 z wTERRANO F. d > Wo r WLa z a ELEVATION NAME C7Uww Lu Lu CLASSIC Lu i z = zo ' 0 Lu � m Q SHEET NUMBER O = Ln Q d Lu w m w M 1 . 1 8 ~ z J ~ Lu ERIAL NUMBER 1010.1 o 0 o J - TO THE BEST OF Mr KNOWLEDGE,mE DESIGN OFFICIEO ON THIS DIFFUSER LEGEND ° C2EIN �"TMElO"'�M'"'MG"NG'W'"G coOE COMEDIES EFFECT 5 OF WlEPFLI FlMAnIXI BUIUD U o ® SUPPLY E-S�J RETURN ® EXHAUST FAN if 7/1 1 LU @i 0 � x x '- c� � � m J O O '. SHANNON M. VANCLEAVE, AIA F AR 97080 U Z u- 0 � Z Z Q u') N Lf) Lu Lu p[ I— CIO m a (nONO W v ct z I I ® iy / I ` - d F o owQ I I O A (COVEREDLu -Lu 1 / U w o z0 � I o oho El Lu o > o MASTER MASTER wLu oo I BEDROOM BATH = i . - a A O o ¢ z0 I I �• w z whoI A a cewZ I I _. -e a A w Lu j _ a Q ¢ I Lu 3: 3: a O '- - HALL U) LU LU F- N 600 j Lu LL J IIS FJ LL- Q- O J O w Lu O a o LOFT DRAWN BY --- a zO Lf) Q � � / uj C.CRUZ u m W.LC, CHECKED BY LAUNDRY S.yANCLEAVE Lu xuj ® ® SCALE z _ _ -! _ ..... 22 X 34 = SCALE AS NOTED - - m a > - - J O J l 11X17 = 1/2 NOTED SCALE --------- ---- --- -- ----- - _- _ SHEET DATE 0 0Ln e 04-02-15 0 LuG ('� SHEET REVISION INFO 1 RFI #108352 DK 4-30-15 m BEDROOM 3 BEDROOM 2 I � z � � z BATH �I ¢ Ln r coLu I ) o ; / SET REVISION INFO U-1 z = o Ln � v7wLn 0 V) a = wz U H a � `n m ' (D wO > z c 0 SHEET DESCRIPTION o w Z SECOND FLOOR 2: w U)V) LL' Oz z U o DIFFUSER LU ma � z W a > z = SECOND FLOOR DIFFUSER LAYOUT LAYOUT AND NOTES z � Lu a z¢ SCALE: 1/4 "= V-ON CLASSIC PROJECT NAME d o = z C)V) ATLANTIC BEACH z Z HERITAGE O LOU Lu Lu u o DUVAL COUNTY x LA Lu z o LO LOT/BLOCK 009 x O z zz TBI NUMBER 009 5 Z ® o MODEL - aLu Ln TERRANO O01! Luzce z 0 > Lu ELEVATION NAME LID0 z Lu u- w U- w CLASSIC r0 QLu p z = Z z wSHEET NUMBER Ln Lu \ Q Z Lu wG � kn � M2 . 18 o Z J � J ERIAL NUMBER 1010,1 JOo � ¢ u -- O T mE BBT of W MKWIH2,lME DESIGN DEFEMD ON TIN ELECTRICAL SYMBOLS LEGEND "WREN"'°Bm'"'"`""I�"E""'"'D"�M"` NOG I"ERKI ASffTHE AAIMi MINIMUBM Lnc j N z SINGLE RECEPTACLE DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE ry 5 a m tr QUADRAPLEX RECEPTACLE 00 �] SINGLE FLOOR RECEPTACLE SHANNON M. VANCLEAVE, AIA DUPLEX FLOOR RECEPTACLE AR 97080 SWITCHED FLOOR RECEPTACLE z z zGFI GRODUNDPFAU T IINFLOOR TERRUPTERRECEPTACLE 0Ow a in Wcp Lu WP WEATHERPROOF GROUND o s o FOR HOOD VENT—\ l Vp VAPOR PROOEp ELECTRIC F .00 z m _ ® RECESS INCAND. (EYEBALL) FIXTURE d w O N o o Q �3$3 A QI FIS �� Q GFI X11 - SINGLE FLOOD WALL MOUNTED0 Lu .-� GFI _ O z WPB DOUBLE FLOOD - WALL MOUNTED d F > m cFt BREAKFAST \ _� FI= �1 �7 o A d w Lu o \_�, - LI ll _ U SINGLE FLOOD SOFFIT MOUNTED � 1 0 � w AREA GOURMET \ \, / I I Tl DOUBLE FLOOD - SOFFIT MOUNTED V U w $ o zo �_ / DBL. SINK KITCHEN HANGING / PENDANT - CEILING HUNGZQ © N z = � Lu W/DISP DW. $ \ DINING -1= - 11 ft INCANDESCENT FIXTURE - CEILING MOUNTED d oLl > o �� r ROOM 1 - - 4-I 1-1 © ' > I' V-1 t INCANDESCENT FIXTURE - WALL MOUNTED + x u, F Lu o C RECESSED HIGH HAT a O o NIP / Y - _ _ 2 FT UNDER CABINET FLUOR. FIXTURE W Q A Q o cFt� `� PANTRY — — �I tt 36 z - � w z I // UNDER COUNTER FOR LIGHT �--- 3 FT UNDER CABINET FLUOR. FIXTURE A U U) DIMMER o GFI -_ - �I as d w a N 1 SWITCH FOR DISP. J Ll U �—�4 FT UNDER CABINET FLUOR. FIXTURE Q d a C w 3 a o / UNDER COUNTER FOR DISP. SD/CO STRIP LIGHT a04 O 12x24 FLUOR. FIXTURE O r r L29 UNDER COUNTER FOR DW. ® COVEREDLu M Lu x �,\ \— ` ��, cHIMEs FOYER ENT r� 12x48 FLUOR. FIXTURE �___� 12x36 FLUOR FIXTURE o - - - - -_ — - -ENTRY o O w _- 600 Lu z ¢ / � / r' �� S0 ��\ /"� 2448 FLUOR. FIXTUREEl o Z _ - / �� �'� EXHAUST FAN DB WP L o '/� GFI � � �� EXHAUST FAN w/ LIGHT 0 0 En �/ / �P BE.M. ELECTRIC CO. METER oc o z Z Cy I /GREAT a % ROOM /,/ STC RGE /'i"� DIMMER IEECTRIC CAR M GAS CO. METER DRAWN BY ,,, IHARGING OUTLET: ® C.CRUZ / / / HA SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR z z o �� �� — sD SMOKE DETECTOR CHECKED BY cin' o z ------,� TO LIGHT I S.VANCLEAVE _ W / / �;� , -- \ ABv. — -- wP THREE CAR GARAGE $ SCALE SINGLE POLE SWITCH o STUDY / GFI $ 3 WAY SWITCH --__ �, 22 X 34 = SCALE AS NOTED m zQ J I \ _ �, — - - /,� j$ \ \ $ 4 WAY SWITCH 11X17 = 1/2 NOTED SCALE $" DIMMER SWITCH Lu vzi /�� - ♦OQ \ 4 PUSHBUTTON SHEET DATE 0 0 \ /' _____ _j Ll::]DOWN ATTIC � DISCONNECT SWITCH v o / / 4 \ % ACCESS W/ LIGHT GDO 04-02-15 ]� JUNCTION BOX o i /I / ' — — _ \ 1 � \\ &SWITCH © TV JACK SHEET REVISION INFO a d - ♦ PHONE JACK - PREWIRE ONLY i mo PM TO FIELD VERIFY \' �, \�� THERMOSTAT -- a Jjj = o Z COVERED /,� TV JACK & OUTLET PHOTOCELL - SOFFIT MOUNT J LANAI I /� ABOVE FIREPLACE }BAT 2 A m m w /J WATER Q PHOTOCELL - WALL MOUNT Lu ¢ o o #1 ! SOFTENER LOOP / - ---_ __---- D ELECTRICAL PANEL Z7- Lu`n L�VP J" BOX W/CBLANKIPLA�E IN ELECTRICAL SURFACE MOUNTEDWP SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO w z v ❑ry B-GFI GARAGE ELECTRhCAL PAoNELS GFI � 4 KEYPAD - - � cn r ® CHIMES -- — U W Lu Z ='-'4 �P WP �P STRUCTURED PANEL (a.k.a. SMART BOX, o o GFI GF E.M. COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) Im- z ", TANKLESS GAS INT. INTERCOM SHEET DESCRIPTION w o Z WATER HEATER FINAL METER LOCATION TO BE FIRST FLOOR Ln= z v o VERIFIED IN FILED PRIOR TO o N _ #2 INSTALLATION Y ELECTRICAL FOR REFERENCE ONL oa w 0 LAYOUT AND NOTES w u FIRST FLOOR ELECTRICAL LAYOUT w � Z SCALE: 1/4 "= V-0" CLASSIC 2LLu = vai PROJECT NAME wATLANTIC BEACH ce �zz 0 o -- W HERITAGE W = � o w F DUVAL COUNTY z 0 = o LOT/BLOCK 009 gz o Z TBI NUMBER 009 z o MODEL a ^0Lu TERRANO yaw ¢ � W o z ELEVATION NAME Lu 2-- (D �. w u- 0 L o Lu CLASSIC ce Lu D 2fFUH r=- z ¢ SHEET NUMBER 0 2f _ Lu of E1 . 18 _j 2f w Q 0 0 0 J ERIAL NUMBER 1010.1 TO THE PEST OF nr KNOW llGE,1HE DESIGN DEPICTED°n l IS ELECTRICAL SYMBOLS LEGEND °�CO"GINEFECT OF THE AVNIG&E"'"'"PNBUILDING ELOW. CODEINEFFECT ASFH D"EEaEcE MINIMUPELOw. Lnv N SINGLE RECEPTACLE DUPLEX RECEPTACLE Inc Ua = _ ® 240VRECEPTACLEif 2Q1J m � SWITCHED RECEPTACLE d J 00 4t QUADRAPLEX RECEPTACLE U SINGLE FLOOR RECEPTACLE SHANNON ft VANCLEAVE,AIA DUPLEX FLOOR RECEPTACLE AR 97080 SWITCHED FLOOR RECEPTACLE ? u- QUADRAPLEX FLOOR RECEPTACLE In z GFI GROUND FAULT INTERRUPTER o ul WP WEATHERPROOF GROUND zcnw o _ EP ELECTRIC PANEL o uj En W p VP VAPOR PROOF n o o Lu C,-, ® RECESS INCAND. (EYEBALL) FIXTURE w M w o I ( t� ' �j SINGLE FLOOD WALL MOUNTED � a o w o GFT' G 1 d z �~ \ �_. I v u DOUBLE FLOOD - WALL MOUNTED F o w �,., a � WPB \ oj w I GFI \ \ \ Py \ T �j SINGLE FLOOD SOFFIT MOUNTED > ►- 0 0 = I SITTING DOUBLE FLOOD - SOFFIT MOUNTED U ® o o o I AREA A\ MASTER HANGING / PENDANT CEILING HUNG Lutp inc I _ BATH / ' INCANDESCENT FIXTURE - CEILING MOUNTED Q o > o I : MASTER \ � VR , INCANDESCENT FIXTURE - WALL MOUNTED x © ® a > o I \ BEDROOM \ V� I� RECESSED HIGH HAT a O Z ua Lu a o I � �� � � V — ! 24 2 FT UNDER CABINET FLUOR. FIXTURE Lu oc Lu z (COVERED �� -� GFI '� ---- F-3 3 FT UNDER CABINET FLUOR. FIXTURE A z U o ¢ IBALCONY 1\ `' --- -- -- ' +. _ _ __ - _::_ ..- - �$—�4 FT UNDER CABINET FLUOR. FIXTURE d a A w -- w j o I -- ---- — -- STRIP LIGHT Tr _ A\ HALL 0 O 12x24 FLUOR. FIXTURE x O \�\ so `/ '/ ®;iD/CO �, �, �1, DIMMER �•\ 0 1206 FLUOR. FIXTURE p O 0 0 �\ 6" ABOVE DOOR FORT \,% 12x48 FLUOR. FIXTURE O = o ¢ \\• / SECURITY SYSTEM 24x48 FLUOR. FIXTURE - �� - - vvV o OQ�.......... \ ! \ EXHAUST FAN �- \ SS 0 m 4 H # + \\ \\ I �o EXHAUST FAN W/ LIGHT ., Lu oU o ( !— -. ; . _ \\\ I OPT .M. ELECTRIC CO. METER 00 � (� - - �� a GFI' TO �� M GAS CO. METER DRAWN BY u Co W.I C. GFI SWITC % �j �� �. I 1 OPT. ®SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR C.CRUZ o z 22 X36 BE W �� / \�I s� SMOKE DETECTOR z o LAUNDRY p / / CHECKED BY w Q ATTIC ACCESS W/ i j I '1 $ SINGLE POLE SWITCH S.VANCLEAVE LU LIGHT & SWITCH !DRYER : L.T.\\\ SCALE \ \ $j 3 WAY SWITCH ED a > --� = a \. $ 22 X 34 = SCALE AS NOTED J 4 WAY SWITCH 0 o a COPT. ' pp DIMMER SWITCH 11X17 = 1/2 NOTED SCALE w — _s� ,- ®$DECO — , 4 PUSHBUTTON cn � _ — ��• o DISCONNECT SWITCH SHEET DATE d / 04-02-15 - - � JUNCTION BOX SHEET REVISION INFO 0 � ,' �� BEDROOM 2 �i © TV JACK \ 1 RFI #108352 DK 4-30-15 w o>- 1� / V ♦ PHONE ]ACK PREWIRE ONLY = m U Ln THERMOSTAT o '� zcn z U' o U / o \ O PHOTOCELL - SOFFIT MOUNT z_ m 0° w BEDROOM 3 GFI \ \, Q PHOTOCELL WALL MOUNT Lu a o o / BAT 1 3, �• L� ELECTRICAL PANEL N w Lu j VP 1 5P SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO o z a = OPT i' �I QpT• KEYPAD a Ln 'm �} ul! T C ---- -. ® HIMES z o > z STRUCTURED PANEL (a.k.a. SMART BOX, 3: Ln o o - COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) o w z N INT• INTERCOM SHEET DESCRIPTION o SECOND FLOOR (D LuU o ELECTRICAL m � a z FOR REFERENCE ONLY w N > 8 LAYOUT AND NOTES z Z = 0 SECOND FLOOR ELECTRICAL LAYOUT z � a SCALE: 1/4"= V-0" CLASSIC w = z PROJECT NAME wccno oc Ln < `n m ANTIC BEACH tic z Z ATLHERITAGE 0 Lu W W = ho Quow o (n Lu DUVAL COUNTY z o Lu z = 0 LOT/BLOCK 009 M z o z TBI NUMBER 009 a cn o MODEL zG � a Lu < T � � wQ ERRANO .. > Lu Lu -- W ,l z a ELEVATION NAME z Lu "j0 I� W w CLASSIC W ,� cn Z = � z Wov�) m Q SHEET NUMBER ui, wLU CO LUGCO � E2 . 18 Lu ,-„ z JU J Z J LL a 0 0 0 1 PERIAL NUMBER 1010.1 MWF WW KEKNAU!Ki.THE�N�BICI®OXT:tl mwlw W!WlFSWI1XTIFMR m"ImmmBImffiIG =Em elC Mamore Mal[R WN eeay. o N TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING aU= _ 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE AI' 20 aoc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER m RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE S HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOD UP &TEMPORARILY SHANNON M. VANCLEAVE, AIA SECUREWEATHER RESISTIVE Arc 97080 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER s EXTERIOR BARRIER `� RESISTIVE � 1. PROVIDE A INUOUS ALLOW FOR SHEATHING INSTALLATION BARRIER LIQUID APPL LASHING 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6" � TO THE INT FACE OF o O WEATHER TAPE SILL PAN z zo FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER THE MASO PENING Z o�C BARRIER WEATHER RESISTIVE BARRIER 2 (SILL, JA NO HEAD) o i �� (ASSEMBLED 1 2. SEAL OINTS OF Lu Eu- 3. FOLD WEATHER RESISTIVE T ) n MAS0 ITH m �5 SILL PAN BARRIER BACK OVER HEAD WINDOW 2 z i O FLASHI G AND SEAL WITH TAPE x x a ,; m a °C v> CONT S SEALANT. O W _j 2 z z a o 0 1 0 a) FLASHING oLuLU a O OVER BOTTOMq W F x m r. ;; CORNER w ~ O ®' PATCH NAILING FLANGE A l U W z oz �/ ,,q�q a C z _ - NOTES: '� �S° Q _8 mLu. 3 o O 1. FLASH NG TO BE FLEXIBLE SELF-ADHESIVE TYPE o Inc: z (MIN. " WIDE). CONFORMING TO AAMA 771-07 v o > O FLASHING ' FLASHING c � 42 xEl Lu> 0 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF V * °" O Z z WINDOW SILL PLATE.ui 1 a q 0 3 o NOTES: 3. INSTA L FLASHING IN ORDER AS SHOWN BY NUMBERS. w Z � W 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) q > �¢ Lu o a CONFORMING TO AAMA 711 07 4. INSTAL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED 2 O a a A v ome z BARR ER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 a' Q x 0 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS x O A Z w 3. MECHANICALLY FASTEN AS NECESSARY O a, � o F PRE-CAST SILL F z a EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL XT-2 TYPICAL WINDOW FLASHING DETAIL ° W6N o LL - - ----- -._ - BAY EFORE DEBRIS SLYOING O 3 N.T.S. (EXT-1) N.T.S. (EXT-2)D3 0 o J DOPTION -A TUCCO RAKE JOINT AT WINDOW ANY SEALANTS. °C m RIOR PERIMETER CAULKING cc O FLASHING i, W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED o O cn 6 TO UCTURE AS DESCRIBED PER AAMA 200 12 DRAWN BY -- - a � ce CONT. DRIP EDGE ON PR APPROVAL M. STRICKLAND . W CANT STRIP Li LL m ACROSS DOOR HEAD / TO DIVERT RAIN WALL PER PLAN WALL PER PLAN WALL AS CHECKED BY Vg o z SILL PLATE 0. SWAFFORD � Ln REQUIRED mWe '. -- - SCALE RAIN DRIP SEE NOTE #2 -- - - ---- 22 X 34 = SCALE AS NOTED °J° ao r' EXTERIOR REGLET % 3. INSTALL BUCK. PROVIDE 11X17 = 1/2 NOTED SCALE 0 a DOOR _ , LIQUID APPLIED FLASHING ,0 = WALL SHEATHING OR CONTINUOUS SEALANT LL_ o v� WITH WEATHER W NDOW P.T. WOOD BUCK SET IN TO MASONRY SIDE OF SHEET DATE d O RESISTIVE BARRIER CONTINUOUS BEAD OF BUCK PRIOR TO 4 b INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED � INSTALLATION. �, ON PRODUCT APPROVAL � SHEET REVISION INFO 23- ce ft NOTES: NOTE: 4. SEAL ALL JOINTS (BUCK - a o z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL TO BUCK AND BUCK TO = m S CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH ~ w z vi DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: CONTINUOUS SEALANT. cn o LD 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS ARE TO B KED } m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. TO WALL & WINDOW FRA AULKED 5. PROVIDE A LIQUID m AT INTERIOR AND EXTE ERIMETER APPLIED FLASHING OR Lu a o SELF-ADHERING FLASHING SET REVISION INFO z = o Lu BUCK (INTERIOR FACE V) _ W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW TY AL WINDO TO REMAIN UNSEALED). -- I } --- - 6. INSTALL WINDOW. ¢ aim EXTS EXTERIOR OPENING OR BEAM EXT6 HEAD DRIP DETAIL E T7 HEAD DRIP DETAIL EXT-8 JOB SEALANT DE 3 PROVIDE A CONTINUOUS z 0 > z _- SEALANT TO ALL FLANGES �„ o o D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) 3 N.T.S. (EXT-7) D3 (E OF WINDOW EXCEPT AT z U=3SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION (.n w o z 5 5 EACH END). STANDARD F z W 4 7. PROVIDE CONTINUOUS NOTES & DETAILS >- 9 c o SEALANT AT INTERIOR AND mRaz w ¢ > S AAMA STANDARDS S FOR F- V a PT WD BUCK z z =J K.O. COURSE STUCCO ON 8" CONC BLOCK WALL INSTALLATION STEPS. C7 W Z '-' ; a W/ (1) - #5 CONT W #5 IN GROUT FILLED CELL W/ PRE-CAST SILL �" z S�-LOPE- MIN. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. PROJECT NAME HOOK BAR DIRECTION (SEE CHART & BEND DOWN INTO STAIR. a � U) Ln `" • FOR SPACING _ __ _ NOTE: CLEAN OFF 0 0 w ) CONC. STAIRS WALL PER PLAN ANY DEBRIS W o __ a SITE WALL SCHEDULE X. SECONDARY POUR BEFORE APPLYING SEALANTS. w F i HEIGHT FOUNDATION FTG. REINF. DOWEL #4@ 18" O.C. o 0w �- SIZE (W x D) SPACING DOWELS BEND z O = O LL 8" CMU STEMWALL w/ % °' INTO STAIRS. , " WIND TO BE INSTALLED LOT/BLOCK cn z 0 0'-0" to 4'-0" 2'-0"x V-4" 3 #5's CONT. 56"o.c. #5 VERT, HOOKED INTO g z o z .' II T 1. FOOTING @ 40" O.C. 4 1 to 6 0 31-0"x 1 4 (4) #5's CONT. 48 o.c. TBI NUMBER • MODEL BEND #5 2'-0" INTO SLAB � � '�; r-o" MIN. ' o Ci z i 6'-1" to 8'-0' 4'-0"x 1'-4" (4) #5's CONT. 32"o.c. z w (TYP.) ' 6" METAL FLASHING STEP OR GRADE AR BETWEEN CONTINUOUS ALL z GRADE _. i i -� �l HING AND SHINGLES FLASHING w o W r = _.I- - i - - _-) _ -----� RUN KICKOUT ELEVATION NAME z - _ g w o z 1 FLASHING 6 PAST Lu� � z < __ = III III II1-- z w O ( I ( PAVERS AT LANAI ,, EDGE OF ROOF R00 N ALL ----=_ =-�- - __---s--------�-- ON AREAS, TYP. PLAN VIEW W i~i w -----:--� TYP. FTG. EXTEND TYP. FTG @ ' Fc.J � ; i z x z o M SEE CHART FOR WIDTH, SEE STAIRS & PROVIDE z FOOTING SIZE AND DETAIL FND-3B #4@ 18" O.C. E.W. SHEET NUMBER m REINFORCEMENT INFO ICAL ROOF TO w o o = ; TYPICAL CMU a EXT-9 PRIVACY WALL (STEM ) EXT 10 CONCRETES AIRS ON GRADE WALL FLASHING DETAIL EXT-4 WINDOW FLASHING DETAIL ® 3 3 0-W m W -- r' Z J t D3 II _ I II ll_ I_ II �' o o u- SCALE: 3/4 1 -0 (EXT-9) D3 SCALE: 3/4 -1 0 (EXT 10) 3 N.T.S. (EXT 11) D3 N.T.S. (EXT 4) ERIAL NUMBER 1009 c g Q U H 0 ro MEeFST of Mr rcx°wI E,THE OESION OEPIMD ON 1M IS R OFI G PE CO RAC ON 2) 1 ° wU°IN EFE7e OF DA ME°meq"'NUN9UIWING UOW cooE IN 1M,I SOF°Fif acEknflunax 9EIAw, LAYERS OF 7/16" SHEATHING ODUCT c � APPROVALCONTRATOR FORTROOFIING SYSPROVIDE TEM) SEE PLAN N @i z / 2 X 6 W/ 2" DIA. f 0 2015 LD c ROUND VENT @ � m r 24 O.C. O O METAL DRIP SHANNON M. VANCLEAVE,AIA u F- L EDGE AR 97080 CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA CEILING INSULATION z o o Z SOFFIT LEGEND N.T.S. (SEE ENERGY CALCSB o � @ 24�O.C.R TAIL 1/2" RIGID GYPSUM BOARDn � p z c�i� ,� DBL. 2x SYP. WD. q/ o = 3/8 CEMENTITIOUS TOP PLATE (x w ~o SOFFIT ::) a s 2x SYP. #2 WD. STUDS ocz m FINISH MATERIAL , w N 0 W PER ELEVATION @ 16 O.C., TYP. a a o w o oWALL INSULATION Q" 13 Lu f Z 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) V Q o o = a 2x SYP. #2 WD. HEADER U w Q F o -SEE SCHEDULE D o Lu s o 00 = SCHEDULED WINDOW �I BACKER ROD 0 � o AND SEALANT I (SEE FLOOR PLAN) o > In WINDOW ATTACHMENT x o w o 5/4" SILL aANT W/ FBC-R O Z 0 0 0 1 X 6 APRON 2xSYP. #2 WD. STUDS @ a Q O z 16" O.C., TYP. w Z � Q ONNI ►W- = S EXTERIOR STRUCTURAL Ca w 0 SHEATHING AS REQUIRED WALL INSULATION w W o a BY FRAMING DETAILS (SEE ENERGY CALCS) a d w o o WATER RESISTANT BARRIERCONNECT WALL } R LYREQUIRED)YERS Oz FRAMING DETAILS T 0<w OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING o w N 00 2x SILL PLATE 64 z -j 3/4" GYPCRETE (OPTIONAL) = O ¢ 2x RIBBON FASTENED TOP OF O TO FLOOR TRUSSES PER } "U'i TRUSS ENGINEERING 3/4" THK. T&G SUBFLOOR FLOOR TRUSS u a_ w o ROOFING PER CONTACT ON (2) 0 0 BY (CONTACTORTO PROVIDE PRODUCT >YES OF 7/16" SHEATHINGDD. KKAM R a APPROVAL FOR RRAWN OOFING SYSTEM) SEE PLAN Lu WAINSCOT/TRANSITION CHECKED BY z zp z 2 X 6 W/ 2" DIA. BATT INSULATION V ¢ ROUND VENT @ TOF OOR TRUSSES D QUIR S. VANCLEAVE Lu Of a 24" O.C. PER TRUSS ENGINEER (SEE ENERGY CALCS) SCALE m0cif a > METAL DRIP DBL. 2x SYP. WD. TOP PLATE 22 X 34 = SCALE AS NOTED O J EDGE1/2" RIGID GYPSUM BOARD 11X17 = 1/2 NOTED SCALE l-- z 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR 0 (n TRUSSES (VERIFY W/ USS SHEET DATE U0, CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) i o (SEE ENERGY CALCS.) � l 2X6 AFTER TAIL 1/2" GYPSUM BOARD SHEET REVISION INFO o @ 24" O.C. 1/2" RIGID GYPSUM BOARD ON STUDS W/ WALL O z INSULATION (SEE 10 RFI # 108352 DK 4-30-15 Lu m a 3/8" CEMENTITIOUS DBL. PLATEP WD ENERGY CALCS) ~ w z vi SOFFIT 1 X 6 HEAD TRIM `" O FINISH MATERIAL 2x SYP. #2 WD. STUDS — Z) z z PER ELEVATION @ 16 O.C., TYP. " ! HEADER , SEE FAMING > m ,u m J m: WALL INSULATION 0 a o 0 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) I PLAN FOR SIZE AND DEPTH SET REVISION INFO U) w V 2x SYP. #2 WD. HEADER O z c = -SEE SCHEDULE a � cn CO (D ce w z BACKER ROD SCHEDULED WINDOW z o ANDSEALANT (SEE EFFLOOR PLAN)OW ( ) .. O AND SEALANT SEE FLOOR PLAN SHEET DESCRIPTION � Ln Ln u� = WINDOW ATTACHMENT WINDOW ATTACHMENT z � 5 4" SILL COMPLIANT WITH FBC-R o w z / COMPLIANT WITH FBC-R 5/4 SILL Ln Lu 0 zo 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2 GYPSUM BOARD ON STANDARD W EXTERIOR SHEATHING TO SEE ENERGY CALCS) NOTES & DETAILS z w F STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W WALL INSULATION r W 0 o (SEE ENERGY CALCS) m z BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE 0 a > OF THE FOUNDATION 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS z z s o GAP BETWEEN FOUNDATION @ 16" O.C., TYP. GAP BETWEEN FOUNDATION @ 16" O.C., TYP. Lu J z AND SHEATHING AND SHEATHING 2x P.T. SILL PLATE cn •• ¢ 2x P.T. SILL PLATE PROJECT NAME "'Lu En = z WATER RESISTANT BARRIER WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION Lu o u, O CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) (2 LAYERS REQUIRED) PER FRAMING DETAILS ( Q ) PER FRAMING DETAILS � w z z POLYETHYLENE HOUSE WAP POLYETHYLENE HOUSE WAP PROVIDE CONT. METAL TERMITE O o -� u' OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM o SHIELD UNDER SILL PLATE U � o SHIELD UNDER SILL PLATE FLASHING FINISHED BASE MOULDING u, FLASHING FINISHED BASE MOULDING u = MAIN FIN. FLOOR MAIN FIN. FLOOR z o w �ELEV @ 0'-0" - ELEV @@ 0' 0" ° LOT/BLOCK (n Z F- E > o TBI NUMBER Zoo , o 2 1 III—III C z o a E4% III—III 4" CONIC SLAB VAPOR BA R ER/ III—III VAPOR BARRIER ER 4" CONC SLAB / MODEL QLuN I 1 1 ALL 0 ;zDRAWINGS FOR ELEVATION NAME "-' z a > — III— REFER TO STRUCTURAL -- I a a III REFER TO STRUCTURAL W .. } _ COARSE COUNT & _III 4 M1 III COARSE COUNT & cn g w o z I DRAWINGS FOR Z as w i z Q z z wLu o N —III 9 a III FOOTING SIZEo. FOOTING SIZE CLASSIC Lu 0 1 • • ((P Lj 20IDEDOVR FIE IDED BY I I- I • • I I (PROVIDED BY - III_ `^ — OTHERS) SHEET NUMBER m o z = � EXTERIOR WALL m V � oI we 1 SECTION WITH WINDOW 2 TWO- STORY WALL SECTION D7 W m w -- ,; z u- D7 SCALE: 3/4" = 1'-O" D7 SCALE: 3/4" = 1'-0" ERIAL NUMBER 1009 OO QUF— O TO WE FM OF MY MNJYM=G WE DESIGN OEM=ON WIS DMMW COMPu6 VOW WEMVI1 MINIMUM&IMwG CODE IN EEF&T AS OF DIE OF CE21"IUnOM R". V o SET MIRROR 3" FROM SET MIRROR 3" N END OFF BACK SPLASH MIRROR=VANITY -5" FRRNER DRYER VENT (TYPICAL) OM INSIDE CO �s GAS PIPE (TYPICAL) = o FOR GAS DRYER ONLY m _ 08 COUNTERTOPS o ¢ (DRYER VENT TYPICAL aRVAANCNC ) SHANNON M. LEAVE,AIA ce 97080 36" HIGH X = f `O GAS PIPE (TYPICAL) t0 (VANITY 5") MIRROR cn C, p FOR GAS DRYER ONLY ? o OUTLET BOX Lu �' ¢ 1/4 MIRROR DRYER VENT BOX- In z CENTER SIDEWAYS Q . Ln IN BACKSPLASH DD DD 1 2 RECESS O ATTACH PER MFR. V) F = FOR MIRROR DRYER VENT BOX INSTRUCTIONS o Lu cn W O O INSTRUCTIONS ATTACH PER FR � o- � - 2X4 HALF WALL _ o w m ' M 2" YORKTOWNE O PIF SLAB ON GRADE N P.T. SILL PLATE SLAB ON GRADE a o TRIM - MM MIRROR ( ) ( ) a N LATE 03 42 Lu W a CABINET VAN ' MIRROR INSTALLATION INSTRUCTIONS: > 00WITH PEDESTAL 1 A o o F o 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. �y U w W m ro a� z m 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE NOTE: Cf o Q tz z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, V4 0 3: O NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. d o $ o > a COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x ° � Lu .. BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a. Lu o z 1 z" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. `a A Woo INT1 KITCHEN HALF WALL DETAIL MASTER BATH MIRROR WOOD TRIM DETAIL DRYER VENT BOX FOR DRYER ONLY w z INT-2 INT 3 v c"'i� ¢ D$ _ (INT 1) D8 SCALE: 1/2" = 1'-0" (INT 1) D$ _ INT-3) O M.4 d ~ v o SCALE: 1/2 - 1 -0 SCALE: 1/2 = 1 0 ( �. a q W = o M_M Q a in TILE OR STONE ON 1/2" COMPARE x A z w HARDI BACKER BOARD MANUFACTURER'S a 0 o Q OVER %" EXT. PLYWOOD DIM OF TUB & O 0 o p TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION a Z ¢ TO CONTRACT SPECIFICATIONS) ® �" x U O � 0 0 WALL TILE REFER TO FLOOR PLAN, VARIES SEE PLANS `° 2X BLOCKING BETWEEN VARIES BY MODEL w o 1 ROW OF TILE w U z STUDS (3 WALLS) In o n z 2X4 @ 16" O.C. DRAWN BY LU a VINYL LINER 3 WALLS EXTENDED 5" g ' CORNER SHELF ( ) p M. STRICKLAND z "' UP WALLS p SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY m (1) CERAMIC CORNER Ln ¢ 100% SILICONE SEALANT BETWEEN o m ~ }'' FLOOR TILE _ o ;� 0. SWAFFORD _ TILE BACKER AND WET BED o j x x DROP IN TUB x ►- z - N N N SCALE O m � FLOOR TILE 2 SHOWER DRAIN + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED m Q > W Q. 2-2X4 THRESHOLD o - 11X17 = 1/2 NOTED SCALE o ¢ U- vLo Lu ii TILE AT DOOR ¢ 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE 0 o THRESHOLD -i WHEN IN CONTACT TUB AS REQ. BY -- - WALL TILE W/ CONC. MANUFACTURER'S. a p ADJUSTABLE GAUGE COAT WETBED PLAN 6, SHEET REVISION INFO do z SHOWER DRAIN W m o LINER SET IN SEALANT @ FR 33 DROP I N TUB D ETAI L s 2 SHOWER DRAIN FLANGE OVER ROOFING FELT SCALE: 3/4 - 1 0 (FR 33) ~ w z vi NOTE: D$ - " p cn O cDLn 2f NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION �, BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS P-UMBING ACCESORIES. REFER TO �P - M*_ °WJ° u MARBLE TILE OPTIONS ARE SELECTED. ARCHITEC -URAL PLANS BY MODEL. Lu SET SET REVISION INFO 3.- Ln INT4 SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR ce g (n r �$ SCALE: 3/4" - 1'-01' (INT-4) �$ SCALE: 1/2 - 1'-0" (INT-5) JOIST BELOW EXTEND TO %�; QP _ I II II _ �_ �� m z o Lu � BOTTOM OF FLOOR JOISTS. 1 3 (.n o O END POST TO PENETRATE 4 z U x SHEET DESCRIPTION p W z SUBFLOOR. fn W o z STANDARD F z w FACE NAIL END POST TO p BLOCKING. NOTES & DETAILS p Q W o 2x BLOCKING BETWEEN z z = p FLOOR TRUSS AGAINST z END POST. PROJECT NAME W (n Q ' i a o V o SUB FLOOR. W p , i 6' u JI Lmu N w ^\ \i<y.�; ,- ,�;./% �\\ LOT/BLOCK y / % Ln zoo ;,%� : : ,' >Y ' / v TBI NUMBER pZ F '-° ; ' '� i a MODEL z W 4; \\ ALL NAILS(TYP) o W uj o z FLOOR TRUSS. ; w LL z Q ELEVATION NAME C-4 z Lu ALL � c C con W c� Q = � � > vi~ z O LD GW SHEET NUMBER ` W � �c cm p-.Z O x U) W HALF WALL TIE-IN DETAIL D8 pzmU FR 34 o o LL 8 N.T.S. (FR 34) ERIAL NUMBER 1009 QUI— O p TO WE OM OF MY MND�WE DESIGN OEM=ON WIS DMMW COMPu6 VOW WE/P"Iry MINIMUM&IMwG CODE M E"EC AS OF DATE OF CE211EIUi1pM EEIOW. � v C) SET MIRROR 3" FROM SET MIRROR 3" N END OFF BACK SPLASH MIRROR=VANITY 5" FROM INSIDE CORNER DRYER VENT (TYPICAL) cal LUF- = GAS PIPE (TYPICAL) o FOR GAS DRYER ONLY m _ En 97 -j 1 -2 � � in 00 s � � u ~ COUNTERTOPS o DRYER VENT TYPICAL SHANNON M. VANCLEAVE,AIA 36" HIGH X _ � f m GAS PIPE (TYPICAL) AR y�oso (VANITY 5") MIRROR M C, Lu p FOR GAS DRYER ONLY ? o OUTLET BOX �' a 1/4" MIRROR DRYER VENT BOX- 2,.o SIDEWAYS ATTACH PER MFR. Q o cn IN BACKSPLASH (n w _ �� �� F1/2" RECESS OR MIRROR DRYER VENT BOX- Lu INSTRUCTIONSEl Lu U) W O _ 11 INSTRUCTIONS ATTACH PER FR � a w 2X4 HALF WALL o L PLATE w m �' 2" YORKTOWNE Q PIF SLAB ON GRADE T. SILL PLATEN PIF SLAB ON GRADE a w ,L o TRIM - MM MIRROR ( ) :� ( ) 0 3 z CABINET VAN ' MIRROR INSTALLATION INSTRUCTIONS: d H F � ° o> _ `° WITH PEDESTAL n 1 Q o F o 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. �u U w W z = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE NOTE: vo a L~ z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ° C3 NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. d o $ w z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED - O > BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x ° > F- LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a. o z 1 g' +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. a A C Woo INT1 KITCHEN HALF WALL DETAIL INT2 MASTER BATH MIRROR WOOD TRIM DETAIL INT3 DRYER VENT BOX FOR DRYER ONLY A z Q „ o U W Z p$ (INT-1) �$ SCALE: 1/2" = 1'-0" (INT-1) D$ INT-3) `� d1 �' a SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ( Ma .4 A v 04 v) TILE OR z ,Z HARDI BACKER BOARNE ON D MANUFACTURER'S a COMPARE o 94 a OVER %" EXT. PLYWOOD DIM OF TUB & O 0 o p TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION a � Z Q TO CONTRACT SPECIFICATIONS) L9 oO J WALL TILE REFER TO FLOOR PLAN, FVARIES - SEE PLANS `O 2X BLOCKING BETWEEN VARIES BY MODEL w o % 1 ROW OF TILE w u z STUDS (3 WALLS) p o v z 2X4 @ 16" O.C. DRAWN BY Lu a � VINYL LINER 3 WALLS EXTENDED 5" g ' CORNER SHELF ( ) pRAMIC M. STRICKLAND z Co UP WALLS CE p = SHELF AT 48"CORNER 2X4 LEDGER CHECKED BY FDU oo ¢ 100% SILICONE SEALANT BETWEEN m f FLOOR TILE _ W ;� 0. SWAFFORD z TILE BACKER AND WET BED o �% X X DROP IN TUB X o FLOOR TILE w 2" SHOWER DRAIN + N N ry 2X4 CRIPPLES SCALE W 22 X 34 = SCALE AS NOTED m Q > W Q o 2 2X4 THRESHOLD , 11X17 = 1/2 NOTED SCALE o a p 0 TILE AT DOOR ATE ¢ 2X4 TO BE P.T. SUPPORT UNDER SHEET D o THRESHOLD WHEN IN CONTACT TUB AS REQ. BY A d 15WALL TILE W/ CONC. MANUFACTURER'S. a p ADJUSTABLE GAUGE COAT WETBED PLAN 6, SHEET REVISION INFO ao z SHOWER DRAIN W m o LINER SET IN SEALANT @ FR-33 DROP IN TUB DETAIL -- 2 SHOWER DRAIN FLANGE OVER ROOFING FELT Lu U) NOTE: D$ SCALE: 3/4" = 1'-0" (FR-33) p o [BE OTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS P-UMBING ACCESORIES. REFER TOWw '� ARBLE TILE OPTIONS ARE SELECTED. ARCHITEC -URAL PLANS BY MODEL. PAF Lu = o p �� 1a SET REVISION INFO - - oEnmW SHOWER & CURB ON FRAMED FLOOR STANDARD SHOWER SHELF LOCATION a = INT 4 INT-5 END POST TIED INTO FLOOR r �$ - INT 4) �$ - - - W z v � a U) m SCALE: 3/4 = 1'-0" ( SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO %�� Z o j Z BOTTOM OF FLOOR JOISTS. 1 � '^ o oEND POST TO PENETRATE z U _ SHEET DESCRIPTION p W z N SUBFLOOR. Ln W o z STANDARD F z w FACE NAIL END POST TO o BLOCKING. NOTES & DETAILS Cie p a W o 2x BLOCKING BETWEEN Lu z= o FLOOR TRUSS AGAINST ' W (J J z END POST. W PROJECT NAME (n Q ' i a o n o SUB FLOOR. W � (n� (j U U p W ~f \� / En Lu Nw �;./% �\\y LOT/BLOCK � TBI NUMBER Ln N - ' ,- o Z F '- ' ' y� ,� ' _ MODEL 7ZLu ALL NAILS(TYP) o W w o FLOOR TRUSS. ; w z - ELEVATION NAME C-4 z Lu ALL w9con wa Q > zo zG W SHEET NUMBER ` W � ccm pO = W HALF WALL TIE-IN DETAIL D 8 pzmU FR 34 -1 o o LL D$ N.T.S. (FR 34) ERIAL NUMBER 1009 Q U I— O p