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1805 ATLANTIC BEACH DR - ARCH DWGS TO TME BEST of W aNav�ocE,THE DESIGN DEPICTED ON THIS DRAWING CDWUES w17H ME�acAM E MNUIUM BMDINN �n V Z ODDE IN EFFECT AS of DiATEOF c� IMATIDN MOW. U0 C A' N r E2M 00 SHANNON M:VAI�LfAVE,AIA AR 97080 zo ZWE � z a � cn W z U) oc W 0 � = Lu oc A V) Ce ,, ° o o J LIST OF DRAWINGS RAPHICS ABBREVIATIONS M C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION w BE z GNI General Notes # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER SQUARE INCH A o W ,Q _ DETAIL NUMBER _ ETAIL NUMBER & AND FLR. FLOOR Q vs w ___ DRAWING NUMBER ___ DRAWING NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND O w 5 W SLAB LAYOUT AT F.P. FIREPLACE LUMBER U s BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM W c c a � z A1.81 Slab Layout for CARIBBEAN ELEVATION - � .� ABV. ABOVE FT. FEET P.T. PRESSURE TREATED A w 0 o o A1.N Slab Layout Notes & Details - - DETAIL NUMBER _ DETAIL NUMBER ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD i Z W o g CC z ___ ___ DRAWING NUMBER r / ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER < Z o W 0 A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD W FLOOR PLAN AHU AIR HANDLER UNIT GAL GALLON Z A2.81 First Floor Plan for CARIBBEAN ELEVATION ____—CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER O W ¢ 0 LG%G1�L� ISI a � A3.81 Second Floor Plan for CARIBBEAN ELEVATION ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR a � A Ce W z A3.N Floor Plan Notes, Schedules, And Details CENTER LINE ARBECUE GFI GROUND FAULT RAD. RADIUS 5 V ¢ B.B.Q.Q INTERRUPTER REF. REFRIGERATOR 0 W 0ELEVATION MARKER SPANISH TILE BD. BOARD a REINFORCING O x x °� � o B.F.F. BELOW FINISH FLOOR GL GLASS REINF. � � w a � EXTE RIO R ELEVATIONS SHAKE SIDING G.W.B. GYPSUM WALL BOARD RM. ROOM a A zSLAB RECESS BOTT. R.O. ROUGH OPENING BOTTOM = z L,,, A5.81 Front & Side Elevations and Notes for CARIBBEAN ELEVATION %� SIDING BR. BRICK H R D ¢ � HIGH RQD. REQUIRED a v F- A5.1.81 Rear & Side Elevations and Roof Slope Plan for CARIBBEAN ELEVATION BKFST. BREAKFAST A O W � � A5.2.81 Exterior Elevations Details for CARIBBEAN ELEVATION FRAME BEARING WALL BRICK HB HOSE BIBB R & SH ROD & SHELF � a J CALC. /HDR. HEADER R.W.C. RAIN WATER CHANNEL � = 0 CLC. CALCULATIONS HGT. / HT. HEIGHT E- z ¢ INTERIOR WALL (NON-BEARING) ��.'��4��:��. STUCCO FINISH C.J. CONTROL JOINT 1— o CMU MASONRY WALL === EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET x � W BUILDING SECTIONS cLG CEILINGSGL SINGLE a 0 a- m GABLE END WALL INSULATION CMU INSUL INSULATION SHT. SHEET W o u4 A7.81 Building Sections for CARIBBEAN ELEVATION _ CONCRETE MASONRY UNIT INT. INTERIOR SH. SHELF Q U O FRAMED KNEEWALL DECORATIVE STONE C.O. CLEAN OUT I.L.O. IN LIEU OF SHWR. SHOWER n o DROPPED SOFFIT F _ 71 PRE-CAST LINTEL/ HEADER COL. COLUMN a � LU DIFFUSER LAYOUT cGMP. COMPRESSOR SL. SLIDER DRAWN BY Ce W CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS S. PROFFITT z ,m M1.81 First Floor Diffuser Layout for CARIBBEAN ELEVATION CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR vi o z M2.81 Second Floor Diffuser Layout for CARIBBEAN ELEVATION L LONG SPRG. PT. SPRING POINT CHECKED BY Ce th a DB. DOOR BELL LAV LAVATORY STD. STANDARD 4 z Ce DBL. DOUBLE LbAY LAUNDRY STL. STEEL S. VANCLEAVE a ~ ELECTRICAL LAYOUT LIN LINEN STOR. STORAGE SCALE m a > DOUBLE ROD AND SHELF LT LAUNDRY TUB _ DR.& SH. 22 X 34 - SCALE AS NOTED J 0 J E1.81 First Floor Electrical Layout for CARIBBEAN ELEVATION DECO. DECORATIVE T TOP o F- ¢ E2.81 Second Floor Electrical Layout for CARIBBEAN ELEVATION- DET. DETAIL M.B, MASTER BATH T&G TONGUE & GROOVE 11X17 - i/2 NOTED SCALE LU v=i DIA. DIAMETER MAX` MAXIMUM TEMP. TEMPERED cn " 0 STANDARD NOTES & DETAILS DIM. DIMENSION M C MEDICINE CABINET THK. THICK SHEET DATE ��` jj 0 o DN DOWN MFR. MANUFACTURER T.O. TOP OF 07-30-15 D3 Standard Notes & Details o DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM 0 Ce FFr-- D7 Standard Notes & Details DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO a 0 !z D8 Standard Notes 8� Details D.S.S. DENSE SELECT STRUCTURAL MIRK. MIRROR TRAN. TRANSOM = m DW DISHWASHER MLDG. MOLDING TYP. TYPICAL o W z DWG. DRAWING M.P.H. MILES PER HOUR Q = cn � E EGRESS MT METAL THRESHOLD UC UNDER COUNTER m m w E E EACH END U.N.O. UNLESS NOTED o � � E.W. N.T.S. NOT TO SCALE OTHERWISE z i W EL. EACH WAY W � ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO 0 z a = EL • ELECTRICAL O.C. ON CENTER VERT VERTICAL ENCLOSURE .T.R. VENT THROUGH ROOF °C � �" � EN ENCL. O.H.0HOVERHEAD W m G ENGINEERED OPT, OPTION(AL) M 0 > EQUIP EQUIPMENT OPNG. OPENING W WIDE � ( W 0 EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH o w Z cn W.C. WATER CLOSET SHEET DESCRIPTION � � W0 PED. PEDESTAL SINK WD. WOOD POLF. POUNDS PER WDW' WINDOW COVER SHEET W.I.C. WALK-IN CLOSET m 22 a Z SQUARE FOOT WP GFI WATERPROOF GFI `� can¢ W.W.M. WELDED WIRE MESH W z = Z DESIGN CRITERIA HOUSE ELEVATION ABBREVIATIONS W.W.F. WELDED WIRE FABRIC z TWO RY - F _ ABBREVIATION FULL NAME ELEVATION CODE PROJECT NAME W 0 0 S 0 FRAME SINGLE FAMILY RESIDENCE GROUP R3 MAN. MANOR o3 Ce ¢Ce cf�0 En z BUILDING TYPE: V - B WIL. WILLIAMSBURG 07 ATLANTIC BEACH 0 0 � � PRO. PROVINCIAL 08 W = o DESIG BASED ON FLORIDA BUILDING RISK CATEGORY: II CHA. CHATEAU 09 LEGACY 0 = CODE 5 H EDITION (2014) _ VER. VERSAILLES 10 W WIND DESIGN BASED ON ASCE 7 10 DUVAL COUNTY z o w CLA. CLASSIC 18 E W F.B.C. TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH MED. MEDITERRANEAN 19 LOT/BLOCK 0042 W o En F.B.C. TH EDITION (2014) MECHANICAL _ TRA. TRADITIONAL 20 TBI NUMBER 7 g z Z NOMINAL DESIGN WIND SPEED 101MPH COU. � . � 0 COUNTRY MANOR 21 0042 � o o F.B.C. TH EDITION (2014) PLUMBING EXPOSURE - B HER. HERITAGE 22 MODEL � o F.B.C. TH EDITION (2014) ENERGY CMN. CIMMARON 28 W � ENCLOSED BUILDING cFT. CRAFTSMAN 31 CUMBERLAND W o �. CONSERVATION TR _ MSN. X: W o z IN E NAL PRESSURE COEF. +.18/ .18 MISSION 30 WscL. SPANISH COLONIAL 32� Z ¢ F.B.C. TH EDITION (2014) FUEL GAS"' U_ BOR. BORDEAUX 33 ELEVATION NAME z O FOR WINDOWS & DOORS SEE FLOOR �-- �, W F.B.C. TH EDITION (2014) ACCESSIBILITY pLgN FOR ACTUAL PRESSURES BRO. BROUGHAM 39 w ¢ W U NATIONAL ELECTRIC CODE 2011 (NFPA 70 REN. RENAISSANCE 40ALL FE � ) THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41 Z = ~ z N.F.P.A 1012014 TUS. TUSCAN 44 W FOR 12 MONTHS AFTER THE DATE IT Z SHEET NUMBER Wz L ASCE 7 10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE o o = ITV. . CALAIS 46 Q ITALIAN VILLA 58 = L< o FEMA R LES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 W Uj °C 0 W CO W PBC. PALM BEACH 80 W -, z CRB. .-. o O �- CARIBBEAN 81 W ¢ 0 COASTAL 82 J ERIAL NUMBER 1010.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION r°TMEC°FM' "'E°�I MDMaMIN!" "TMS DRAWII�IG COMPLIES W1TH THE AVPLIGBLE M1N1M1�1 BUtIDING 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 MIX MASOFM%VQFn0 Mm. z SECTION R318 PROTECTION AGAINST TERMITE AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE A\UG 2 G 2G15 c 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 N OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE PESTICIDES, BAITING SYSTEMS, AND PESTICIC ES 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 ce = OF TERMITE PROTECTION LABELED FOR USE A REVENTIVE 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 4 _ SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 1 PROTECTIVE TREATMENT, A CERTIFICATE OF OMPLIANCE SHALL BE ISSUED TO THE BUILDING cia DEPARTMENT BY THE LICENSED PEST CONTROL.COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD 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 p DEPARTMENT OF AGRICULTURE AND CONSUME k 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 PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. SHANNOI�`M.,97080 At/E,AIA AR 97080 NOTE: 1) METHOD OF TREATMENT SHALL BE APPR DVED 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 w OR BORA-CARE" PRODUCT METHODS ML ST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY o Z APPROVAL DATA MUST BE ON FILE WITF THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z o 2) PRESSURE TREATED LUMBER THAT HAS EEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. zPORTIONS 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 ,,.., ua OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS o _ OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. � W 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. q_ ON � z m STRUCTU L NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2 MIN. GYPSUM DRYWALL EACH SIDE OR 2 x4 STUD GRADE LUMBER OR BETTER AT 16 o w -� CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. w N 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI AND FIELD REPAIR NOTES '� a N M LU ~ A SLUUMP OF 5 ' 1. MISSED J BOLTS FOR a o '� " " 0 S 0 WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK � � a H � w w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DO ESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH. TYPE S - 1800 psi AT 20 DAYSQ ' E.- ° "' = CO ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. 0 A w ,> F- o GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. w ❑ 0 w 3. WELDED WIRE FABRIC SHALL CONFORM TO STM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE g Z = AND CONTAIN AT LEAST ONE CROSS WIRE WIT IN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36"� LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION � � O PER WHEN FIBERME H IS USED IL WWF A DOUBLE LAYER OF WWF IS NOT REQUIRED AT � ❑ a z P PLAN WH S 0 W Q EMBEDMENT EPDXY ( SIMPSON "SET", }, MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH r N o p 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 P > cn 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. USING 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 � w z MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. ' x ❑ > w 5. HORIZONTAL FOOTING BARS SHALL BE BEN 25 AROUND CORNERS OR CORNER BARS WITH A 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF o F- z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO ,� A w ¢ 0 6. MINIMUM LAP SPLICES ON ALL REINFORCIN BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO W ~ = U 4 MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON Z a w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED O EARTH OR 11/211 TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL ce z PLYWOOD PANELS. !„,, ¢ 0 a 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BAR IER. ALL JOINTS TO BE LAPPED MIN. 6 AND LESS THAN 860 LBS (USE (2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY `� ►a A w w a cn BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C v CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. cc � z SEALED UNDER SLAB ON GRADE. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. LO, a � � � CR 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. S B W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED O A cn OUTDOOR KITCHENS x z z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON MIN. TERMITE TREATED COMPACTED FILL(FIBER MESH STRUCTURAL DESIGN CRITERIA - �no _ < "-' MAY BE USED ILO WWM, WHEN FIBER MESH M ETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON COMBUSTIBLE. a cc 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 ,Uj o _ RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N z J 10. WHEN THREE OR MORE BARS ARE REQ D., HE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. C:) ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS' SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS � ce.0 STAIRS 40 PSF ANCHORAGE 0o w REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: o m ALL REINFORCING STEEL SHALL BE NEW DEFOR ED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. ce SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF c Ov z CONCRETE PADS, TOP REINFORCING SHALL BE OSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL Q w a STRINGERS. DOWELS FOR COLUMNS &FILLED ELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE Z � W ADDITIONAL CROSS- REINFORCING TIED TO F OTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY cc WHERE PERMITTED SHALL BE THE FOLLOWINGINIMUM' UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEE UIVALENT v m DRAWINGS: @ 28 DAYS OF 4D ALVANIZED R BLE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3 INCH AND z 0 FTGS WALLS COLUMNS BEAMS SLA S: 40 DIA. OR 25" MIN. BENT OVER TO ENGAGE NOT LS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY REINFORCING. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THEE EQUIVALENT OF NO � a FILLED CELL& MASONRY REINFORCIN : 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI 1 „ Q A. BARLEY = w TEMPERATURE REINFORCING: 20 DIA. OR 1 -0 MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 31 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1/ INCHES LONG HAVING A HEAD NOT LESS THAN o M w WELDED WIRE MESH: 8° LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF /s INCH IN DIAMETER. SCALE mow. Ce ¢ > `` FIBERS PER CUBIC YARD - J o � MASONRY WALL CONST. - _ 'IS" MIRRORS =A F- 1 HOLLOW LOAD BEARING UNITS SHALL BEN RMAL WEIGHT GRADE N TYPE 2 CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE1800 PSI ' MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o_ W � TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE IVE STRENGTH OF 1900 PSI (f m = 1500 PSI). UNITS: DURING CONSTRUCTION 0 0 � 4 2. MORTAR SHALL BE TYPE "S", CONFORMING ASTM C270. H.V.A.C. NOTES SHEET DATE : d 0 3. COARSE GROUT SHALL CONFORM TO ASTM 76 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: o T o AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 811 TO 11111. STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL,-AND ENERGY CONSERVATION o cc 4. VERTICAL REINFORCEMENT SHALL BE AS NO ED 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. SHEET REVISION INFO a 0 = WITH COARSE GROUT. ( ) w m o 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 _ 5. VERTICAL REINFORCEMENT SHALL BE HELD I POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. RE NFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Z V) © (D OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB Q w z b. REINFORCING STEEL SHALL BE LAPPED A MI IMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.0E) ELECTRICAL NOTES m Co � OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 7 GROUT STOPS SHALL BE PROVIDED BELOW OND BEAM PLASTIC SCREEN METAL LATH STRIP ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR ED Q TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO z = p w OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF J 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 LU z v 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTA LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. Q g 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 z SHALL BE CONTINUOUS AND SHALL LAP A MIN. . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. o o WOOD CONSTRUCTION WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE) TO z 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION Ly 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 w LU w o 2. ALL EXTERIOR WOOD STUD WALLS, BEARIN WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL = LOAD BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. FRAMING MEMBERS ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE NUMBER 2 ' NOTES 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" FROM EDGE OF OPENINGS. w a > 0 3. ANY WOOD FRAME INTERIOR BEARING WALLSTUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF „ z Z =o STUD UP TO 1 DIA. SHALL HAVE STUD PROTE ON SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. J Q PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Ce LU = cn 4. MANY OF THE NEW PRESSURE TREATED WO11 DS 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 o- o cn 0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBI TY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. ' c Q 0 z AND TO SELECT APPROPRIATE CONNECTORS TH T RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL OCe o M w ACQ-D, CBA-A OR CA-B REQUIRE HOT DIPPED LVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. o DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Uj v OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) w w STRUCTURAL STEEL IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, (n w ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL z o W ALL STRUCTURAL& MISCELLANEOUS STEEL A3 36,000 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. �., = 0 GRADE B, Fyy = 46.000 PSI PIPE STEEL: ASTM A 3, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK E cn z P ce WELDS: E70XX ELECTRODES STRUCTURAL BOLT : ASTM A325, BEARING TYPE CONNECTIONS o zo STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS TBI NUMBER - +� z zo CONNECTIONS WHERE INDICATED, ALL BOLTS ST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES 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 dam- z¢ w 2 ¢ FABRICATION. HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL E3 Z 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 ALL a > PROVIDE MININUM OF 3" DIAMETER SCHEDULE 0 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. N g w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME .. w U! z Q THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT ETC. N z W r 0 PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL w 1. BRIDGING AND BRACING FOR PRE-ENGINEE ED 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 w � w 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. > cn �' v 0 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE 0 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 LU m WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER LU p _ 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLA 4 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. - cn IF THE LAYOUTS CANNOT BE MATCHED, THE TR SS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. ui 1 , DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE �. 10" z m 0 TREATED 2x8 STUDS MAYBE 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). W J o o w 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGH METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ U t- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. ERIAL NUMBER 1010.0 TO THE BEST OF MY MMOGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrrH THE APPI.IGN I.E N"WN UI DING CODE IN EFFECT AS OF DATEAF CERtRCATION BELOW. In e T-4 Z T-4 N GC ro 2015 ere co p � J aJ 0 0 SHANNONIt.-VAN6EWE,AIA rB AR 97080 A7.81 zU ' O Z o 76 _911 w Z W 101.0,1 601.011 6100 '-11 ►-� oma = A cW w O 10" 91_211 1 tl y00 am 7 5 -11 _ v, w 0W � 10 > H 00 M 0 0— HB O W a w � w i= Qw uj oW vi z = O o I 1 1 11 Q z PAD I _ 'I I 0 0 ELEV W � o @ COLUMN _ v, I 27'-711 .� co - I I �^ COLUMN PAD * < o I US coo"I C= - ( I 1 Z O > o - 'I 4" PLUMBING a W w o o I WALL, TYP. U.N.O. I I o Z o Q z o 611 PL MBING I I-� I I I I I � o O O � = o I I I I o Q V WAL4 ce W z -6" I I I' 1 1 - I I 1 PAVERS ON o V ( W ' " �� ' I STEM WALL 0 UJ o SLOPE PAVERS I 11 =moi ( I `� A �" " �I GAS LINE TO I `� '-' W 0 1/8" PER FOOT I I I JI I GAS COOKTOP I I Lo x CL � 1 I I I -----� 1 }- 1 II � a 24 -0 w w = ¢ w 10" I i I IJR I I - - J 0 � I 0 - 1 L - J C - = z _ 01011 ELEVza '�' 1 A1.NNOTE: PROVIDE COLUMN PADCL SLOPE PAVERS @o LECT. CHASE F �� x u- �- - - - - - - SLAND -6 ~ a o W A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/811 PER FOOT '�' - - a O J ^1 ^11 51 11 _ q U � m A7.81 �� -_"r A7.8Lu 01 ce o I \� i�� ' z ,,, _ - - - - -U- - - - 11 III 1 I I � � N o _ DRAWN BY < ce ce 1 S% , 1 I I I I = I I = o d- o S. PROFFITT zrL ° I I III 1 I I LJ "'j I �- V o z i t I I I I I I 21.211 1'-7 201.811 1.411 CHECKED BY W � a 1 NOTES. - - - - �- - - - - �a � � � II 1111 II S. VANCLEAVE a L I FIN. FLOOR TO BE 18" MIN. ABOVE - - - - - - r__-= " I I 1 I 11'-8" O >- ce C OWN OF ROAD. I I (I � '~�� ' , I I I I , SCALE m Q > I I I - ,I" ,i i, I I PROVIDE GAS LI --� _ ► _ _ + " I " �' "fir �� I SLOPE @ 1/8" PER FOOT o 22 X 34 - SCALE AS NOTED J o J 1 ,- „ I I = i it I I I FOR GAS DRYER I I i I I i ii I -1 11X17 = 1/2 NOTED SCALE ~ W _ I FINISHED R J IS ED FLOG I M I 1 - - - - - �� 00cC)l II � - - 11 - - - - - - -T - _- - _ - 2 SHEET DATE AIA O�C to � N _ —, I I +- = 07-30-15 �--� Lu � � 1 _ ' _ ' 6" PLUMBING N = N � SHEET REVISION INF W O z I 1 11 00 ,I °' WALL I C �" 0 1 = m o 20 -10 d. - cn - I = 1 I- -, r- -I I 10 °1 I i �; _1611 A1.N no a - - - - N-- - - - - 1 11 _ TYP. z¢ = � z - - - - - - - - - 10 -1 I , "� - , II J. N W r' I 2 mCo Lu 3.0 101_411 51_311 21_711 ( 11 -�',' o � � o I J 1 11 ,- „ II I 2 '-10" AIA o W ¢ 0 1 6 -92 z o W I i - - - - - - it 3 2 O0 SET REVISION INFO cn I 6 PLUMBI G 0 cn J w W Z I I �; , � I WALL I I - �ce 0 �' Z I I i F1II F1 w - - - - - - - - - - - - - — — — — - - - -�- - - N W - - - - - - - - - - - - E: :1 o W z �' , SHEET DESCRIPTION ~ 0 uj W 0 HBV � L4" PLUMBING ~ U5 9 -0 48" X 48" CONC. SLAB 41-711 m Z WALL (TYP. U.N.O.} Ido J* 3 ABOVE GRADE SLAB W u,a > 0 711-4 5'- 5" 10� a LAYOUT Lu ¢ 761.911 m 0 uj z GAS LINE FOR ' PROJECT NAME UJI TANKLESS WATER z W HEATER B ATLANTIC BEACH in 10-01o 2 A7.81 LEGACY N V w W DUVAL COUNTY z O w E u, z LOT/BLOCK 0042 c g z o z TBI NUMBER 0042 SLA B LAYOUT -q- z � ¢ SCALE: 1/4 "= V-0" CARIBBEAN MODEL cnl a0z � ' � W > CUMBERLAND Lu 0 0 N W W z Q STEMWALL FOUNDATION ELEVATION NAME N ¢Z UW O 1 + DC a- D W � a = mow CA CARIBBEAN 3 �'- Z o NOTE: FIELD VERIFY ALL GAS LINE I _ ~ Z cn LOCATIONS PRIOR TO POURING SLAB m Z SHEET NUMBER 'a Lu ceco 0ZLU Q (n 6 6 W ADDITIONAL NOTES DETAILS & SCHEDULES tZ S p z co V W J o o u- CAN BE FOUND ON THE A1.N SHEET. LLJ Q QVI-- O J RIAL NUMBER 1010.0 TD THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON 7HIS DRAWING COMPLIES WITH THE APRICABLE MINIMUM BUILDING � V SLAB LAYOUT NOTES : INEASG � CABEL . AO 2 6 20f5- N 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. ` ~0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 4 J 3. EXTERIOR SLABS SHALL SLOPE 1/8 PER FOOT AWAY FROM HOUSE 0 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. SHANNON"K.-"WLEAVE,AIA AR 97080 INDICATES DOOR OPENING zU- O 0 Qo w cWnw0 a(u. A cCz °J° F.., 0 W JO H Z - M o cid con w Lu Ce C JW Q W3= m j>u ~ O o = W S OOs O W 00 N z 3= F- < ¢ � z010 0 uui ce Z o $ O O �0 O z W = o oLu O cC � WO ¢ A a W ce 04 o W.W.M. PLACED IN UPPER a -94A >- v' 1 3 OF SLAB OR FIBERMESH Z w REINF. PER PLAN 01.0 00 �I A 1 A '.� N W 1/8 (MIN ) S WCUT x /4 OF A w = z a SLAB THICKNESS SEE SLAB W 0 LAYOUT FOR LOCATION a � W a O � O m a W Lu ce O -=-- -=---- Lu uZ a d Z O W DRAWN BY ce W S. PROFFITT m o z SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 CHECKED BY Wchac a TO 12 HOURS AI- CONCRETE HAS BEEN FINISHED, S. VANCLEAVE 3: a AS CONCRETE ALLOWS, WITHOUT RAVELING SCALE O W m a > 22 X 34 = SCALE AS NOTED O 11X17 = 1/2 NOTED SCALE }O a U- � o ° 1 SAW T DETAIL SHEET DATE �: V 0 1w 4 15 SCALE 1/4"=1'-0" _ 07-30-15 0- 09 AIA SHEET REVISION INFO aOz s °�° © � noc�.� a Lu mmw � z = W SET REVISION INFO Lu (n C) V) uj aacm 0 cC W Z o o FRONT WALL OF GARAGE UJ w z v' PROVIDE 11/211 D x 5" W SHEET DESCRIPTION W o z RECESS AT GARAGE DOOR W _ SLAB LAYOUT BZ mce a z PROVIDE 4 1/2" D x 8" W '� RECESS NOTES & DETAILS w a > o SLAB RECESS 1 IN SLAB w z BRICK PAVERS 4 1/ w /, cn cn � ja AR. w a o � Z FIN. FLR. GARAGE PROJECT NAME w 4 4 cea � `f' r/A a. SLAB ATLANTIC BEACH DOOR 0 0 � = RECESS LEGACY � u= W _ff= WALL PER - z 4� v w511 PLAN �- DUVAL COUNTY o u- n w WLu = LOT/BLOCK BLOCK 0042 %fj fa ZozI 00 z O (nz TBI NUMBER 0042 .. a o o MODEL ac0Z U) a W Q CUMBERLAND w o PLAN VIEW Ln w z Q ELEVATION NAME L W U- 2 SECTION @ GAR. DOOR %.o X W 0rl-i g �-- cl. w 1 •N SCALE: 3/4" = 1'-0" Lu (n =3 ce Qw � ,L ALL Z = �Z0 Lu Z SHEET NUMBER � oo = � Q � Q � o w coV � z � A 1 N UJ _j O O u- W <tUH- O _J A NUMBER 1010.0 TO THE BEST OF My KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTIH THE APPLICABLE MIN"BUILDING CODE IN EFFECT AS OF BATF OF CIRTIFICATION BELOW. Lnz62015y . C) P-. N p= � - 00 V I- SHANNON M-iN4 -E—AVE,AIA AR 97080 B o A7.81 � z Qo w z v W ' 76_911 oma = Lu 0 10,_0,1 fi0,_011 6_911 A W � OW.. c� w o c, o W m OLI 9,_21, 181.2,1 3'-411 181.9,1 3,_411 10,_011 5'-11" 10' �►, o N M a 10" SQ. COLUMN 0-iLuHB OI IOPANTRY-7O I 10 OI W = m p p 0 0 - - �$ : o i REF. ' - ,,L, DBL. - - O 00 = I - ( ^ ( w g 0 _ �N OVEN ,SPACE- , N � z 1 1 11, 2 _ n i 11,_21 o 25 84 1 - =---= 121.611 A - Z w N W u, BOX OUT BEAMS TO I - _ I J W Z COLUMN WIDTH TYP. 1 6 I ' O° I I 6 I �n w Z ` O � O I GOU MET KITCHEN _ III W o E♦ 1 I 1o'-O" CLG. I ,-i STUDY 1 o Z 1 7 .T. i 3 I I 0 10'_O" CLG. ~: _ o I O C W ¢ 0 1 r�.._....................... N I , FAMILY ROOM BREAKFAST ARE Q = o = �OVERED LANAI ,� I I , 1 DININ ROOM � M W o I W t 't 10'-0" CLG. 10'-0° CLG. cc W Z Ln �, H 1 101-011 CLG. - 1 , i i._ ...-.1 _.a. I 10'-0' CLG. a U 0 .-t cn I I i i o W = zo I PAVERS ON ( co I I 00 Q x a LI STEMWALL I , oLINE - a - i Y I GAS TO 1 � a A z ,z 1 �,;; I _ i i z GAS COOKTOP PAVERS ON ( i' 1 ^ I "N i it 2 - I STEMWALL I A a O 0 0 _ I i N �' - - - - _ - - - - - 12 i a N wu- J HALF SQ. COLUMN 11 1 1,1 I 1 111 1 111 ,-t - _ _ - - - °o - - - - - - - - - o A w F' z a SEE ELEVATION FOR I 4 "7 14 -62 2 -62 1 -42 14'-511 ��-- `° _ - - -7'=IQ"" - - - - ►-a = DETAILS i i A ,_ ,1 101.211 FOYER 11.611 COVERE Ln 0 I JUMPER _ 2 4 16 HALL = I I ENTRY I a u, I o I I 10'-0" CLGt_ I I 10'-0" CLG. M'T' _ o a m _ A I 4 d- I I o 3 I _ _ 1 4'-4" _ Ln I ko A cc �, - - - - - - - - LINFOF 2 - - - w O o - - _,- - - AIN I i N � A7.81 cc V z A7.81 00 FLOOR ABV. oLoc a _ .�- 4 — o . . I o I - _ _ DRAWN BY REM W % �' �' Q 5 M.T. `t °C - - - - - �' 11 ' -� FLAT TOP -�, - - - = S. PROFFITf tjCm o d- 3 -10 5 -0 I 0 - _ CD ZD ' - _ g u, 9'-0" TYP. U.N.O. _ �oz Z �., � 1I �� LIN .l�T STOR. �- � ....._....._..m.. � � CHECKED BY ¢ MA ER BEDROOM 4 6 -31 - '�ce — LAUNDRY m r.. .m_.m...m_., . . .�_M w 1 S. VANCLEAVE _ 10'-0" CLG. 41 _ - - 10'-0" CLG. oc W _ �, SCALE cc z ,-� � o - - 3 -2 71.511 201.211 I - *-+ 3 - - I 22 X 34 - SCALE AS NOTED o o 13'-10" __ �_8„ 1 41.911 \�/J1_ 11 = ► �_- --i �- -_--i - 0 0 ¢ 11 _ //6'-31 1 1 _ _, , , W.�I , --- ( 0 11X17 - 1/2 NOTED SCALE F- Lu 6 ao 6 -3 ;� u n 2 ! 1611 LM I M 7 11 f i SP CES '�I L.T41 ( 00 LL-0 0 9 -911 L^ IJ* 4 33"VAN. `r' , �__ 22 X36 ATTIC 0 _ SHEET DATE CD I ACCESS I 07-30-15 Lu '-' 'r' A I ( = VENT THRU 0- 0 N O = I = I� �i I = 0 o z - - - ---- - 1 �' ROOF I x� I o SHEET REVISION INFO 0 12 1BA H 2 �- I N ._. _m _.. ._ N W s 1 " , - TWO CAR GARAGE , m It _ to'-O" CLG. N I BEDRO M 3 �- w z vi 2211X3611 A C `n 1 11 9'-0" CLG. _....... _.m _.... . .._..__... .- Zcn o t� o, 61.311 ---- I $1.911 1 10 -0 LG. ¢ ACCESS cocn m W MASTS BATH I I I I W 10 -onL3�� ., I ;-� I = z l I I N I z = W i � 10 1 r+ I cn cn I 6 I '-' I o SET REVISION INFO o w ��"., 6 I _ l i x I 9 I o I as aS I �, WATER 2 1 ce . BEDROOM 2 w cc SOFTENER 1Go W Z (� f— :•: OI r' 1 ,1 101-0" CLG. 11 n I l n " 1 " n Q cn m 9 -8 - i 2 4 2 - 12 -0 LOOP 201-611 1 -10 ; c� cc w z I W.I.C. 01.511 111.911 1 1 LINE OF 2 D 3.- LLI _ _ _ _ _ I fi FLOOR AB . m o o I OI.O" CLG. - I I I I I = F- = 1 R & SH I ' ' �- SHEET DESCRIPTION D W Z : ': W to � Z W FIRST ST FLO R 0 Wo I B I A I A ( A HB 11 Z w E♦ TANKLESS GAS 0 O 0 m oe a WATER HEATER 15.6111 M 141-7111 ' 1 ,1 ' 1 11 ' 10 PLAN o a W zo 2 2 13 -8 15 -7 41-711 J.> z Z = 711_411 51_51 1 wQ ¢ 76 1_ 11 ce o � z 9 PROJECT NAME o TEMP. GLASS SHOWER ce w z W ENCLOSURE BOT.@ FIN. FLR. ATLANTIC BEACH C> B LEGACY ui = o W A7.81 En W DUVAL COUNTY zoW � LOT/BLOCK 0042 ~ W = 110 Z Z Z LCL o g z o z TBI NUMBER 0042 N o b z FIRST FLOOR PLAN MODEL Z W 0 Q o ¢ o SCALE: 1/4"= V-0" CARIBBEAN � � W ¢ CUMBERLAND In rip W W Z W t-4 z ¢ ELEVATION NAME LI-1 N ZW � O € � W LTJ W CARIBBEAN .o Lu vi W `z SHEET NUMBER � pzWF- ¢_ o z m ADDITIONAL DETAILS, NOTES AND ■ W J Z —i a a o 0 o SCHEDULES CAN BE FOUND ON SHEET A3.N w 0 __.I NUMBER 1010.0 I TO THE BEST OF MY KMOWMGE,THE DESIGN DEPrW ON THIS DRAWING COMK ES"WITH THE AFFLI UU MIM W IKQDING CODE IN EFFECT AS OF OATE OF CMTIFICATION BELOW. Ln U O W ce `. 00 SHANNON'M-i/ LEAVE,AIA AR 97080 B m o A7.81 � z Q c) w z cin W 191r 711 ,..a oma = uj W o 161.411 3'-3" A a; 0 W J31-411 '� H r� � eN F-� N � O Lu a 3:: Q o J W ¢ O ( O I LLJ 3= > ~ 0 0 Lu o W I I I I u g 4Z O w °°ob O Z w J W z I I LOFT I o > o z W W 0 r i I g+_0++ I I o Z I VAULTED I I O W a o I I CLG. I I O ►-� � 11 oWc uw 8 0 to 9 I �+ z 1 11 � _ I � � j I 15 -4 o I I a u,ce mzo I I I I I C a x � azz I Q; w a = a I 41.5111 31.5111 I I w �- cc o I 2 I 2 ' 71-511 I A Oa J I a = o i I 1"X6" CAP ON .:.*ce :'*-: eq Lu r - - 2"X4" HALF WALL I I x J � @ 42 A.F.F. �: a o a d- I I °�° rA - rA ............................ ............................................................................................................................... ... ceuz A7.81 111 I 13 I I A7.81 Do n I C I #1 ��N ::lift ::::: :::::::::::::::::::: I- - - - - -� I DRAWN BY z W O - - - � ¢ � cc ( DN . P z m �? o %0 I d- " S ROFFITT - - DORMER N I _ I _1 ui o z ao N I © N I _ 11 _ I CHECKED BY z _ _ S. VANCLEAVE _ � - I - ATH 3 J ,�N - �M ~o >- I - -0" CLG. °° I SCALE W m ¢ _ ..... - - 11 22 X 34 = SCALE AS NOTED J O J _ : _ .... ................................................................................................................. I Q11 I 51 311 7 �i I o �-- a I 6" 1 = N 4" 11X17 = 1/2 NOTED SCALE � Lu En - 0 0 _ ........ .... DATE J cc I 15 s :. bN SHEET � d :.:. W I 21-4 22"X36" 11 07-30-15 a o z I 1+_311 I ACC SS I _ SHEET REVISION INFO = m � I I i � P W z vi I I I w DORMER ' I © "' ao ZEE o I 8' 0" to 9'4" ca Lu 00 o � � � I � N W ¢ 0 :.:...:...:.:.::..:.:::.::.....:.. ... . z = Q W I ::;; I 1 BEDROOM 4� I .. SET REVISION INFO o � � W I I 9'-0" VAULTED CL uj I I I aS a V Ce w z I 121_611 14 21_1011 { _ z I O (Aoo I 611 ::` , ++ z v n I I I SHEET DESCRIPTION W w tri in W � z SECOND FFLOOR -+ 0u, 0 0 H Z W O I p m � 151_2111 , I 51_6111 21.4111 11 +_ II PLAN w < LU 2 2 2 81-711 WZ i z 181.011 161.411 31.311 291.911 �'? J � W = � 19' 711 0 US z PROJECT NAME 0 ce �Q' z ATLANTIC BEACH w W ? W o � � � B LEGACY ~ 5 o W A7.81 W H DUVAL COUNTY zoW � LOT/BLOCK 0042 ~ W = m Z Z Z u g z o z TBI NUMBER 0042 o z SECOND FLOOR PLAN MODEL o ¢ U) Q SCALE: 1 4"= V-0" CARIBBEAN F- 56. CUMBERLAND Ln Z '-4 W W Z N w W z ¢ ELEVATION NAME N Qz W 0 g �- W < LLu .W, ARIBBEAN ¢ = to ¢ ~ zo (� m Z SHEET NUMBER ce ui 0 Z Lu C) En C. 3 oZm � J ADDITIONAL DETAILS, NOTES AND ■ w Jz -� � a a o 0 o SCHEDULES CAN BE FOUND ON SHEET A3.N LijPERIAL NUMBER 1010.0 0 TO THE BEST OF MY i KEDGE,THE DESIGN DEPICTED ON THIS DRAWING CORRM WITH THE APKICN E MINIMUN W DING CODE IN EFFECT AS WAh OF CERTIFICATION BELOW. Ln c:1 2015 ce J LU O oC µ....::M...:........::....w..:......:.::...:... ce .. ............................ 0- ._ .................................. !. !, € ,OO .................<........... €€ j^€i SHANNO A < :.;::. NloF:VANUE VE,AIA k......_.....1 € ii E ..? :.'i.0.. i 7 E t ., ...:. is it AR 7080 h is S ! ;l• S: i€i Z yLL. E i E . O ...... :::..............:::: ...................................................................................................................................................................... 611 r....:.. a: 'ii i 1.4 Z ✓:-..k O = 21 80 T1j 101_ _ '_�' � � t to W O Lu A � a. ce , W 0 W J � 00 w H Z M w ~ cd A W o w 0 � zV Q W = ar-,--�NOT USEDr2--�NOT USED 3 TO DINING / LIVING ROOM CO Q O 3. SCALE: 1/4" = 1'-0" 3. SCALE: 1/4" = 1'-0" 3• SCALE: 1/4" = 1'-0" On 0 w = w u 8 O Z Z H A 00 ouzo Z W w ce S o > o a z ' WLu O opo 0 C W = O MI W A w o CLG. LINE � vU z 9'-0" ,0 oa uj CL *4 A U wCtZ � a0 Lu z w W W � O ~ ce A W 0 0 O o ( ,..J W U- _j STAIR RAILING AND A w ON N ZQ 0 GUARD RAILING NOTE ,/ x 0 n0. -w-' STAIR RAILING AND STAIR GUARD RAILING Lu o z SHALL BE CONSTRUCTED TO WITHSTAND A __�_______ 2ND FIN. FLOOR Q cc CONCENTRATED LOAD OF 200 POUNDS APPLIED - w �� 11'-4 3/4 z O W AT ANY POINT ALONG THE RAIL IN ANY a � � GRASPABLE �.-.� ,..' DRAWN BY ce ,,, DIRECTION. IT MUST ALSO WITHSTAND A HANDRAIL ' Z °D UNIFORM LOAD NOT CONCURRENTLY WITH THE IF--' S. PROFFITT �„o Z CONCENTRATED LOAD, OF 50 POUNDS PER _ ,�� ' CARRIAGE 3 AREA CALCULATIONS: CRB. CHECKED BY w C Q LINEAR FOOT APPLIED ALONG THE RAIL IN ANY RE D. ( T-" STAIRS NOTE. ' 1ST FLR A/C LIVING AREA: 2 189 SQ. FT S. VANCLEAVE = uJ 1, NO G Q ) 18 RISERS @ 7 5/8 o a DIRECTION. INTERMEDIATE RAILS AND POSTS «} 17 TREADS @ 10" 2ND FLR A/C LIVING AREA: 614 SQ. FT. SCALE > (IN-FILL) SHALL WITHSTAND A HORIZONTAL TYP. 10 TREADSLn TOTAL A C LIVING AREA: - m J (TYP) / 2,803 SQ FT. 22 X 34 - SCALE AS NOTED 0 o a LOAD OF 200 POUNDS APPLIED AGAINST ANY Q , * ACTUAL STAIR RISER TO BE COVERED ENTRY: 146 SQ. FT. 11X17 = 1/2 NOTED SCALE � o = ONE SQUARE FOOT AREA NOT CONCURRENTLY VERIFIED BY CONTRACTOR IN FIELD w cn `" 0 1/2" PLYWD. COVERED LANAI: 150 SQ. FT. 00 WITH OTHER LOADS. In g WD. NAILER '�' GARAGE: 476 SQ. FT. � V O TOTAL: SHEET DATE Ed (4 3,575 SQ FT. 07-30-15 0 09 T FIRST FLOOR ce o z THRUST BLOCK 0' 0 " SHEET REVISION INFO WCO INSULATION SCHEDULE CO o uj o (ALOCATION TYPE R-VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 > uJ "' 3:: EXTERIOR WD FRAME WALLS FIBERGLASS 19 CO 9 4 STAIR SECTION w a 0 o SCALE: 1/4 11 1'-0" ALL WALLS TO LIVING AREA FIBERGLASS 11 w � A3.N - SET REVISION INFO Ocn _jw � g WINDOW TAG CL ce m WINDOW CALL-OUT WINDOW SCHEDULE CRB , (D ceuim o o TYPE SIZE REMARKS oW W Z A SINGLE HUNG 25 36" X 62" VINYL LOW E EGRESS SHEET DESCRIPTION tnWoz / / = Z U O B FIXED GLASS 36" X 16" VINYL/ LOW E FLOOR PLAN NOTES ce co Q W zo C SINGLE HUNG H34 25 1/2 X 49 5/8N VINYL/ LOW E / BLACKED-OUT SCHEDULES, AND H W z = Z DOOR TAG DETAILS Ja DOOR CALL-OUT DOOR SCHEDULE a o � Z TYPE SIZE REMARKS PROJECT NAME I 2 vi in P-4 o � zLu Z ATLANTIC BEACH 0 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" LEGACY uj o w 2 OVERHEAD METAL GARAGE DOOR 8'-0" X 8'-0" v' wE_- II DUVAL COUNTY E o W 3 HOLLOW CORE DOOR 21-011 X 81-011 E z P ce 4 HOLLOW CORE DOOR 2'-6" X 8'-0" LOT/BLOCK 0042 N z O z 5 HOLLOW CORE DOOR 2'-8" X 8'-0" TBI NUMBER 0042 a. 0 Z _ o 6 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" MODEL LU vai O z °C 7 SINGLE LITE FRENCH DOOR 2 2'-6" X 8'-0" TEMP EXTERIOR a w > O / CUMBERLAND Ln w w o z I 'I SOLID WOOD NOT LESS THAN 8 DOOR 2 -8 X 8 -0 N W W za 1-3/8"/OR 20 - MINUTE FIRE - RATED ELEVATION NAME � z wUJ Lit— US o SELF-CLOSING K oc W 9 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED w ALL ce U.J10 HOLLOW CORE DOOR 2'-4UL " X 8'-0" w 11 HOLLOW CORE DOOR 2'-6" " X 6'-8 Z v cn 0c oo �� SHEET NUMBER o z = 12 HOLLOW CORE DOOR (2) 21-611 X 81-011 Q a vi O o 13 HOLLOW CORE DOOR 2'-8" X 6'-8" w17� 6ocA30N z °° u 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" � o o15 HOLLOW CORE DOOR 2'-4" X 6'-8" LJJ Q V O 0 H J ERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS � tESl INGNOTES: E EFFECT AS OF THE APPLICABLE Ln AUSh 2015 N - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS ` @�_ NOTED OTHERWISE. _ ROOFING PER CONTRACT, TYP m TOP OF RIDGE Ah - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH 0 0 g ELEVATION. -R` V H 5.2.8 "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON t4.ANOLEAVE,AIA l AR 97080 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. I zi ........ PRE-CAST STONE APPLICATIONS SHALL BE STONE CAST FROM FOAM z o 3 i ..............................- i FACTORY INC. OR EQUAL AND INSTALLED AS PER MANUFACTURER SPECS. w cn ... Z� W TYP. 5.2.8 � �.:_ 1.4 Of = `--------------------------------' W ce �-- - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEASTth A Lu � 9 INTO THE UNDERSIDE OF THE OPENING. w 0 m o W � 5.2.8 [--� z N M o - - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO � a z 2 BE FAUX WROUGHT IRON ALUMINUM. 'tri A W = ¢ :. ........................................................................................................... 0 > ,,_�� _ �,., - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p w m o i N J MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. u $ 0 O = �D -j O W 00 O HEEL HT. N - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE A '-� o Z HEEL HT. @GARAGE AhP - - - - - - - - - - - - - - - - - - - - �- '- PiXE > w w o - - - - - - - - , O SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN Z C7 w z � ' � WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND - Z o L LL W Qi ----- -- - - ----- I APPROVED PRIOR TO INSTALLATION. w O E; ...................................................................... ........................................................................................................................................................ ........................................................................................... ........................... ................ I...... I........ z � -- -------------------- I i...... i I I O cn TYP. f...r..................................................................................................................................................................1............................................................................................................................ .. .. ............................ I..... ,......... , �...... - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH `� O w ¢ - O z = ov LIGHTS WITH TOLL BROTHERS P.M. w o - 5 2 8 .........i.... i..._. ................ �...... r......... 1...... o ......... w � I I - I 1 I ADDIT NAL ELEVATION NOTES: A WZ 5 t... r..... ................. ........................... �.... }........ I ........�..... 4 IO E O O S o x cn � a a1..... _ i....... .i....... i......... �...... a A CD 5.2.8 , .................................................... ......................................... I ..................................................................................... 5.2.8 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL a ao ............................ - Z W ................. ........................... :::::::::::::-::::::::::::::::::::::::::::::::: .�....... .....I......... ::::::::.::::::::::::::::::::::::::::::::. ................ _ ¢ 1 I - -- I I -:--:::-:- _ �� 0.4 0 V F- ............. ........................... H . ................ :::.................:........................: ............. ............. : .......:_::::: ....... 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2 OFFEST AT CORNERS A cc Q, a, 600 0'-0" FINISH FLR. ' I --.__. ___--- 0'-0" FINISH FLR. Z J - - - - I, - - - - I - - - - - - - - 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN a o ADDITIONAL 1/2" DROP a rL O J a 6 7 U m � � Z ¢ � 0 �2.1 5.2.8 z o w DRAWN BY ¢ � cc Li � m S. PROFFIIT z z o CHECKED BY Q FRONT, ELEVATION W W SCALE 1/4'=1'-0" CARIBBEAN S. VAN L AVE a � z W -SCALE m ¢ > 22 X 34 - SCALE AS NOTED � --j 11X17 = 1/2 NOTED SCALE U- 00 SHEET o SHEET DATE � � 0 ........................... . ............ W �- � � -� :::�,::::-:�::::::: � FLASHING O I ......................................................................................... - :............ ::::::....... SHEET REVISION INFO a o Z ................................................................................................................... PLT. HT. y. o , - - - - - - - - - - - - - - - - - - - = m V i ............_........................................!........... �- o "' z Ln , f.......................................................................... a...._. - - - - HEEL HT. z = oc� f - - - - - - - - - - - I - - - - f -P�T. ULA z co UJ ............................................... .................... U3 ¢ o o UZ .........�...................._......................................................................................................................................... 00, I 3 O J \ _ - - ' - SET REVISION INFO Z = - o -- o cn -� W ROOFING PER _.................................................................................................................................................._.................................................... ................. .J...o. . I , � z ,, TYP. "' z CONTRACT TYP `�' - -' h- ' cG I I w I I i I ¢ m I 1 ................. .. ................................................................................................ . Z con o 0 2ND FIN. FLOOR I f ��L__ �1ND FIN. FL00 0 ........._......._........................-............................................................................................................................................................................................................................................................................................................................................................................_..............._................................................................... . ................................................................................................................................................. ................................... ....... � z cn HEEL HT. ......................................................................................................................................................................_.........................................................._............................................................................................................... .. ....... .. ..... o W z � EELHT. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - _ SHEET DESCRIPTION Lu U) W O o - - - - - - - - - - __..,W r� - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _ - w ____V __ o `" FR0 NT & SID E U ...................................................................................................................................................................................................................................................................................................................................................................._. ........................................................................................................................................................................................................................................................................................................................................................................................................._............................................................................................................................................................................................................_..........................................................................................................................................................................................................-....-........................................................._......................................................_................................................................................................................................................................................................._......................._.........._..............................................................................._......_.................... N c- w a-w a -4' _ ................................................ _....................................4.. �' ELEVATIONS AND .............................................................. - NOTES H ......................... ..... . ..................................................................................... ...................................................................................................................... woJZ I -i-_ ................................................ .. W0�4 J ¢ _i O .................................................... � '� = O o = .................................................................................... ...................................................................................................................... .........................................................................................................._................................................................. _ I t _ I PROJECT NAME uj z co ........................ ......................._........ ...........r. ce a Z - ATLANTIC BEACH ................................................................................... ........................................................................................ I.............................................................................................................................................................._................................_....................................._.......................................................... p0ZW -- I I ................... .............................................. ........................... LEGACY F— V � I I w ' " ' V _ ............................. ....... ...... .. ... o � � F- 0 0 FINISH FLR_ - - - � � 101-0"- - - - DUVAL COUNTY w � FINISH FLR. O = o _ LOT/BLOCK 0042 W �— cc _f z Z O `n TBI NUMBER 0042 ery a" z0 MODEL zwoa 5 1 4 7 ¢ cn �.. oZ 5.2.8 5.2.8 5.2.8 5.2.8 CUMBERLAND I a w ¢ Ln W W Z W._ � W t Z ¢ ELEVATION NAME v z W w O 4-1 g �- � o W w CARIBBEAN RIGHT ELEVATION z = z SCALE 1/4 L'=1'-0" CARIBBEAN ASPHALT SHINGLE ROOF SYSTEM z U) � u m SHEET NUMBER o ;w LU vjOp � � wc�ow _ ADDITIONAL NOTES AND DETAILS Lu _! Z -j w f a o 0 o CAN BE FOUND ON SHEET A5.2.$1 _W..I ERIAL NUMBER 1010.0 TO THE BEST OF W KNOM4EDGE,THE DESIGN DEPICTED ON THIS DRAWING CONPLIES WITH JjHHE APPLICABLE HININUN R&DING LA U CODE IN EFFECT AS OfMT!OF CE MCAMON BELOW. 1-4 Z N� 'AUG 2 6 201 ` iQ N ` _ ` @�= � � ._ - , I., = 0 3 cD �, _ cc m TYP. 5.2.8 I ------------------------------------------- ------------------------------------------- -- -------- I i ' 00 I I I I , _ l� V I I -, t , \� , , I ' I I SHANNON k`In4NCL�AVE,AIA I ' 5:12 5:12 ; AR 97080 I I U- - I I - - - - - - - - - - - - - - - HEEL HT. 1 I 4I I o - - . FIT. aDOI�ME� I 00, I I O I I zcVn °; I I -- I W iiiiiiiiiiiii I W f-- ..................... I ------- I 1 ---------- I 1 ;qw" = 0. to W O I I I I IM(u I I I �------� 1 V1 Cie u ca J I I j I I W % � LLJ ..... ...................... ....................... ....................... I H h o0 0 O I i I ------ [--� oo N Lu 0 (*"9 I I I p W N M Z I I I 1 ^ o w 4 J w ¢ 5.2.8 Nk� I ............................................................................................................................................................... " g:- LU I I I rA = m E� � W O , -- -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - Ku HT. I I QW H .-, ....-....-........_.......................-....-.................................-....-.................................-....-................................-...._ ............., ........ _ LT• HT. I O 0 I - - W1 .................._............................................................................_............._......_..._......._.._........._...................._......... = nl� I \N' cwwwV Q {— z T m11" 1 I-- I- " -000 I 0ZI oilO W N 1-'' ......................................_.................._........_........................I............- .... -.............................................................................................._........... I A a co 0 � 4 1 1. -. 1....... 1 I A► 53 Lu I t.......................................................... ....................................................................... .................................. ............. I ..... .. I 5.12 Z W i z ............. �_ 5.12 I t- - g IIr ____ .___.....__._..___- ___.._.._.._ ' O > O -- - _._..___.._ _ _ ______..____�_�___..__-___ W I...._......._........................................... .............................................................. ........ ....I..... ...................._....._.............................................. ..................._..1....... 1 .......................... lll W . . to ..1 "q. - ....... ............. ........_......._.............. O � I 1 0 � W ¢ Z I �- 00 _ = I I _� O p I I O z I.- = O I I - ,--I I I O -------------- ce WFL-"` ----------------------� j a A I I - -------------------------- UOQ1 I _____] , ' i I.....I...1. ______�___l_ . _1� m 2 � W ....................................................................... ................................................. -, t~ "' ccz ..............................._..........................................................................................._........................................................................................................................................................................................................I. ..............>.......................... '� A w I., `�' ' - 0'-0" FINI H F a . z z - - -S LR. ots� a A °e O 000 A `� Lu Z a SLOPE 7: 12 U.N.O. A 0 N 3= ROOF LOPE PLAN C) 0.4 o 7 4 1 5 SCALE 1/8 "=1'-0" CARIBBEAN a g u 5.2.8 5.2.8 5.2. x O -i 8 5.2.8 a Ucem UJ oU z � ROOF VENT CALCULATION: Im. REAR ELEVATIONz (n w = _2 961 sq. ft. CEILING AREA (LIVING) 19.74 sq. ft. (REQUIRED) DRAWN BY VW SCALE 1/4"=1'-0" CARIBBEAN . z `m 150 S. PROFFITT z 0 ce ch a CHECKED BY - = a L S. VANCLEAVE 104GOCZW w co ¢ > �_ I- ALE h. J o � 22 X 34 = SCALE AS NOTED Ii W � 11X17 = 1/2 NOTED SCALE U- � I O o o SHEET DATE cUn W ...........I................... ............................... 0 0 ROOFING PER ._.. % 7-30-15 cc CONTRACT TYP .....:.....................................................................I........... .._......._.........._................................I...................... SHEET REVISION INFO a O z , ...................:::::::::::::::::........ _ .._..._ r___ ..._........................................................................................................... ......................................................................... = m U I ...................................................._................................................................................................................................................ I H0 (n - -_1 T............. I � tWOCTz �7 -rl I.......................................................................................................................... I M w z HEEL HT. @ DORMER `�l I _ - - - - -- - - - - - --- - --- - - - - - ...I......... .......... ................................................................................................................................................... r" E I E I mCo w Tw IlG�R _ _......._........._. 1 I...................... - - - - - - - .......................................................... .................................................................................................................................................. 0 " r......._...._.................... W ¢ 0 Z = LU E) IJ � 0 � . J r ..........................................................I........................_............F.....�....................................................................................................................................._........................._....................................... SET Lu _................................................................................................................_..............................._..._.... _........................................................................................._=.. . o REVISION INFO _..................................J...................._..................................................................................................................................... __ � _ _ _. _ W LJ I - N -------- I-1 U , �________ - I_�...,_____._..�..�.....___.__________ � ____.__ _ .�.._I �. ..�_______.�____�..w.._____.______________.__�_ __�..____...�.. I � 5.2.8 cn �.. — ..................................................................................................._......................................_i-.... .... �_..___..__.__.._ -- 11 __ I ................................................................................................................................................................. d m - ...Im......�...?.....1..........................................................................................................I......._.......... W ........................................................... RL \� _T___ —__..— ___� __ 1 3' cn O O .4i ..................I................................. ._.._ _ I 4.................................................................................................................................................................................................. ........................ ................... .................................................................................................................................................. W = ................................................................................................................................................................................................_....................._..............................._......................... cl Z U rh 2ND FLOOR I .......................................................................................................................................................................................................................................................................................................................................................................................... 0 � u U - - - - I J I -- -- SHEET DESCRIPTION cn Lu 0 Z T �, - - - - - - - -- -- - - -- - - - - - - - - - - AR & SIDE ....-.............. -..-.......................- _ - - - - -- - - - - - RE m M " _ _ ___ _ __ - - - - - - _ _ p�C u L HnT�p A G �- m _°.-0 � f ' __ ---- - - - - - - - - - - - - - - - - .- - - - - - PLATE HI. (@ G ELEVATIONS L"I 'il -Ilk .................................................................................................._...._................................................................................................................................................_ ---- AT WU ...._._........................................................................................_......._............................................................................................. Z z = ............................................................................._......................... ........................................................................................................ ..................................... 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I PROJECT NAME °eQ� � � o =::: = I I o cc z I I co ........: ::.... :: 1..... ........................................................................................................................................................................ ................................................... ................................. rn W t m ATLANTIC BEACH 1 1 O 0 __ _ I J............... ~ � � I LEGACY GACY V W i Q .. -_._..__,.,_................_........_............................................................................_.............................................._........................................................................................................................._._................................................................................................._......... 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DUVAL COUNTY a O = o '-0" FINISH FLR. - ___..-----�--- _ ___ __________ ______. ___ ________. _ _ _ _ __ _ _ _____ _______ _ _ ________.._ .�.....__... _.__ _ �-�,__ .�..�..___..____ �_______..__.. 0'-0" FINISH FLR. ( LOT/BLOCK 0042 rilM O Z : ' - - - - - - IV li - o111111111111 . , Z _, z . m 15a - z O TBI NUMBER 0042 .. z w o a MODEL � � 0WQ 10 4 1 5 Ln W o � 5.2.8 5.2.8 5.2.8 5,2.8 CUMBERLAND � � W 0 Z `y (n � u U- ELEVATION NAME * z W O PROVIDE RIDGE VENTS, TOLL BROTHERS a 0 P.M. TO VERIFY LOCATIONS. F- z � a cn Lu � � w cn ,= 0 r to CARIBBEAN ¢ z = zz LEFT E,LEVATION 0 -0 L>' (D � � m SCALE 1/4 =1'-0" ASPHALT SHINGLE ROOF SYSTEM z Ln o z = CARIBBEAN SHEET NUMBER a ,o �- = Q g6 . x _ 0 z m V 1 . J w ADDITIONAL NOTES AND DETAILS t ■ ■ !.-. J O O u- ¢ U � O CAN BE FOUND ON SHEET A5.2.81 W 0 . J PERIAL NUMBER 1010.0 TO THE BEST OF W WWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COKOUS WITH THE APPLICABLE MM14UM BUILDING LnU CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. cn SHEATHING 06, 2015 INSULATION ASuj j REQUIRED WATER-RESISTIVE m BARRIER ti a J STUD 0 0 JOINT FLASHING AS REQUIRED SHANNdN-M., AQICtEAVE,AIA AR 97080 o NAIL PER MANUFACTURER ROOF PER TRIM @ LAP SIDING G ................ . ........ ......... .............. ........... SPECIFICATIONS CONTRACT a � 1x4 HEAD _ NO CORNER W Z w y 2-PLY%6 &CASING SIDING PER W WALL, 2x6 W 2" 1l-6" .................... ELEVATION �C SHEATHING TRIM w � � : ,,, � ,�. LAP SIDING / PER PLAN UJ ROUND VENT @ ;� - -- __ 11 A CD . d CONCRETE 2X RAFTER 5 4 x 2 , zn ........................ / v1 24 O.C. ,� SLOPED H .� "' o x FOUNDATION TAILS @ 24 1x4 T&G _ O.C. H N ....................... p I— =� 4 WAIST BAND � Z N M Lu BE p 4. BETWEEN . ^' 1.. ;D i"x6" BAND GC3 W o Cw o a SIDING RAFTERS A W K HIEL lV ....... . ....... uj m �. ` . 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LOUVER �< V .......................................................... oC to WALL SHEET ATE w 1X4 TRIM BOARD PER PLAN _ a o 07-30 15 O oC �.- STRUCTURAL POST a 0 I I ,: ,:::,,:: SHEET REVISION INFO �- = m U p " SIDING PER ;<' • p � Z 1X6 BASE W/QUARTER I ( ELEVATION O V ROUND EDGE I I i - Q W Z z 0'-0"FINISH SLAB co m BRICK PAVERS I I SLOPE FINISH Lu Q p � ww � O � J = 6 ARAGE DOOR DETAIL, sSET REVISION INFO LOUVER DETAIL 9 GABLE END W Z „= I_ „ D a � ", m A5J11SCALE 1/2 1 0 A ,2, SCALE 1/2"=1'-0'I SCALE 1/211=11-011 5 81 A5.2.81 Z p > z O FOOTING PER STRUCI URAL p W Z Lu w 0 SHEET DESCRIPTION Z w 1x4 TRIM @ EXTERIOR TOR � Q ¢ W O HEAD &CASING ELEVATIONS Q o COLUMN DETAIL W0 J Z SCALE 1/2°=1 1- 11 DETAILS j < A5.2.81 cjeW u.jzPROJECT NAME CL p O ATLANTIC BEACH W - :: ::: LEGACY p `u- v :. . . :W: ::: DUVAL COUNTY _..._.....__.__....._ �,r, ................................. ................................. z z z LOT/BLOCK 0042 o ......................... ........................ no ...�.�� __4::-:::::-=: TBI NUMBER 0042 MODEL 0 o � o ao � -mop � W � a Ct 5/4XSILL V-41 w CUMBERLAND w 31-0u ix6 APRONN - C7UWU LEVATION NAME N Z ui � O cn oc ocW � W Lu CARIBBEAN a � WIND WDETAIL ``f'K'100 SHUTTER v;w SCALE 1/211=11-011 0 tn � m A1,2.81 W uj Z SHEET NUMBER Q Ln a� oc, p w co w LL_I Z J H 0 0 u- ■ ■ Qp Q U t— O J ERIAL NUMBER 1010.0 TO THE BEST OF MT KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPIM WITH THE APPLICABLE MINNN BUILDING CODE IN EFFECT AS OF DATE OF FHLTIFLCATION WOW. 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Z :: .... j :: i ¢ W f:i :€ :s: :: BUILDING a� a m oc z FFLOOR TRUSSES PR01iIDD BY TRUSS MANUFACTURER - o Q W O SECTIONS � �a � zz = o `= W 0 J Z (n Q ........................................... ............................................................................................................. r-. J W Q ....._........ ....-,-r....__.::.�:::.r............... ....._.....__..__e_:_............... _ GOURMET ; a. ce W .: w :..., .., <�l . ,.:;., ; __ - Z ::; .: : b :f i i3. .,:,. p ;: .: �, , KITCHEN __ :. fiz I. . r NAME €il 11� PROJECT N l O ` ..........................................................................................................................I........................... a: € _ :i, ! 1-11! 3 i€ ..,€ i „ „: :w j (/) r ': ��// 5'I LL :. (n k € :. �,_., j <. ::. ' -_____.-_., ATLANTIC BEACH W ,€�: .. •. ...... ... ......... .r _,..:..: v::I B -: ,. M '"' r `\ r HA 11 o LLWAY ______.____ :flr�- w !�� \ .._: €€ i 2 ii� i� ti i ii <' &. �� p E , X' i= LEGACY ___ 1 i i G CY I ;E :xW ,:■ V € s :! i i EiE,.,...,, i i3 3:: i k € 3 ,W 2.i r €iD < €I :::, '` - - i €i _ ... _ .:. p :.,....:.:. a...........- �: THE BEST W,THE DIFFUSER LEGEND TD AWWODFMESWrTH HEAPPU° �' ��" DRAWING CDM%IES WITH THE APPLLCA&.E MBIINUM BUILDING r'1 CODE IN EFFECT AS Ok WE Of tERTiFICATION UM cri -.AUG 2, 62015, .: @�_ ® SUPPLY ® RETURN ® EXHAUST FAN =00o t FOR REFERENCE ONLY SHANNON"li-VA N6tEAVE,AIA 4 ... . .. .......................... .......................................... ...e..... ... ; AR 97080 ................ .. : . . <..................................................{ :: :.. ..............................p..... .................... . ....................................... ..............................:.�...:.. ......................: ..................... -11 ,. . 1-1O ...... .......... .......... ......... .. i i i Z Z € ! zcn °; oma = ® ® ® a w ce E- .� cn w .................... ... ;..... ........................................ co i is A OWJ i w N a, 0 0 COVERED GOURMET i i I f N � M p LANAI BREAKFAST STUDY -- o z a o W z FAMILY ROOM KITCHEN DINING ROOM `d w W = / AREA ` A Lu ! w ca mW =f f is ! u a Q p a I A a 00 Lu d. ce U) i i i.................... ......... ......... ......... ......... ......... .......... .......... .......... .......... .......... .......... .......... ..... w N J W Z .............................. .......... .......... .......... .......... .......... ............................... : .............................................. ................ .......... .......... .......... .......... .......... .......... .......... .......... .......... ......... ......... ......... .... .... .... .......... ...... .......... ......... .......... O O _ .................................................... �u0 ....:........: i az � p � U3 Q .............::-. o Z =:: : =:: i � .......:.�................................ .......: � • � HALL � O ................................ COVERED FOYER r A o Q = .... ENTRY LL, :>:•I _ .... d (A — -- - CC —.— . :r.. a Lu oC Z ....................................................... � CL �--� :.; x . . : con _. STO R. _ z ..::. z A ! W ._.. 0 0 ,;'' LAU N DR A O UJ r '' J z 10 , i ° (D ce i II€ 11 ! o ! ................................. ---- I � � --SIR � o MASTER I _ _ JUMPER �-•� : GG a• W o � BEDROOM ;f HALL .................. o ® � � x m 1 W o ~ i BATH 2 V Z ............................................. a ® 3 O o (n ............... .............................................. ......... l I z ____,_,..___,___ ___ _._._ _-._,-._ ____._..._._._ Q ce • ac -.................................................................................................................. ! 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VANCLEAVE : Z W -- m Q > SCALE J I BEDROOM 3 22 X 34 = SCALE AS NOTED o a K p = w �, MASTER BAT BEDROOM 2 I ? 11x17 = 1/2 NOTED SCALE p `n cn ,�, ........................ ..........:........................................ i I _,____.___�.__._._...._..._._� _ - SHEET DATE W.I.C. f 3 � o 07-30-15 oc SHEET REVISION INF ui ! i { ....................................................................................................... ................._............................ ` E .. ..... ... ................................. ......____ f :_.. x ...........................................,.............................................................................................................................................................................................. 1 .......................................................................; Q LLJJ Z W S' p J � W Q p p LLJ 3:: U) o v, J = SET REVISION INFO z IRT FLOOR DIFFUSER LAYOUT ......................................................................... a - u' � _ m SCALE: 1/4"= 1' 011 CARIBBEAN Ce o � r o c� � zc=n LnwC� Z x: w o SHEET DESCRIPTION BZW �- p FIRST FLOOR o Q w O � V?QV DIFFUSER LAYOUT ( V � Q aD = Z uJ Lu PROJECT NAME ATLANTIC GC W Z Z o NTIC BEACH uj u W LEGACY ,•.. � w � z o = o DUVAL COUNTY L z z uj z LOT/BLOCK 0042 Ln Szoz Z O TBI NUMBER 0042 �r z Iu MODEL Q O ;z I � � > CUMBERLAND .- W L� Z W W Z Q zz W "' o ELEVATION NAME � p CA Zn Lu < Lu ce Lu CARIBBEAN < `n 0 • 1y-1 u W o z w co z SHEET NUMBER o � Q � wcapw Lei J Z J M! J Q U- Q U O O .J ERIAL NUMBER 1010.0 M THE BEST of W KNOM E DQE,nHE DESIGN DERaW oN THIS DIFFUSER LEGEND �" `� �' "E' cooE v+�E�r�ys oFaKE noN eEH.ow. Ln C Z ® SUPPLY RETURN ® EXHAUST FAN _ U= k cC m \: 00 FOR REFERENCE ONLY SHANNON W V4N EAVE,AIA AR 97080 - - - - - - - - - - - - - - - - - - - - - - - - ..................................................... ...—...— —..—..—...—...—....... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — zw `.., o zz ( 0.4 Lu A Sao cc z 0° 1070, o W J I l I ( co M O t— o P cd ado J w Q LU = o > O o Lu LOFT I I O w S oo = I I I 0 o '" A ►-a ' � w a � Z I I I N ui I 3 > c3d cn .J w Z Z O > O w y con o ,.......; -........................................................................................ 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VANCLEAVE I I SCALE m a > I 22 X 34 = SCALE AS NOTED J J 5u "NA BEDROOM 4 _ ................................................................................................................................................................ 11X17 1/2 NOTED SCALE u.. w � i O 0 I ' SHEET DATE V O I fE cC cn �j ' Lu I 4 j 07-30-15 o I I SHEET REVISION INFO c0z Lu o I ...................................................................................._............ .... ......................... .........................................................., L : .......................................................... wzcn ... .:......:.................. ........................................... : V1 O C7 Q w z mcouj J Z z z W SET REVISION INFO cn W cn w z SECOND FLOOR DIFFUSER LAYOUT a � ce m SCALE: 1/4"= V-0" CARIBBEAN Z 0 > O Z V o w z SHEET DESCRIPTION UJ w O Z W SECOND FLOOR mcea- Z o Q > O DIFFUSER LAYOUT ZZ = � a o z PROJECT NAME- Lu 0 Q Z ATLANTIC BEACH p 0 ? w w = ho LEGACY � � = o w � t-- DUVAL COUNTY z o w 0 LOT/BLOCK 0042 ,..� w � � z cc u- z o � TBI NUMBER 0042 c� � _ � z o o MODEL Zw ..� < Qoz � a w > CUMBERLAND v--4 w W Z w W z Q .... ........... ELEVATION NAME �► zUwO I— cn Lu CARIBBEAN < Ly Cn t ` =mo � = � z v, kn m SHEET NUMBER w oz = Q -a X00 = pwmw �- + ZJV tz uj M2 81 � O O � W 0 J ERIAL NUMBER 1010.0 M TME OW of W MWUNE,Rf MSGN o RaW ON M ELECTRICAL SYMBOLS LEGEND � MW. CMN E�cr as,QFa►�E of ct�ca�noN sa;ow. Ln kW262015 N z SINGLE RECEPTACLE 4 DUPLEX RECEPTACLE aU= ® 240V RECEPTACLE o SWITCHED RECEPTACLE cc w � QUADRAPLEX RECEPTACLE dJ ��♦ 0 0j SINGLE FLOOR RECEPTACLE -- SHANNON M.VAIVCLEAVE,AIA .......:...... HB 6j DUPLEX FLOOR RECEPTACLE AR 97080 ::::::':::::::-:::::::::::::::::::::'::::::::':':::::::::::'':......................... .. ........:.;-::::::::::::::::::::::::::::::::::::-::::::::::.......................................................................................:----:-:...... --........:.--.-----:- ...__ .............................................................................................................. .............. .............. ...................................................... ..........................................................................................._.. , SWITCHED FLOOR RECEPTACLE .:....:...... : :•................................................, :... .. ... ..:. ..... .... -` G.......... ........ ........ ......... ......... .......... .......... ........,.......... ........ ....... .1 Q UADRAPLEX FLOOR RECEPTACLE ...... .......... .......... .......... .......... .......... .......... .......... .......... ....... 3 ,: i FI zO . ........ ..... PANTRY 0 z - -4 -` f ( GFI GROUND FAULT INTERRUPTER w Z O WP / —\ =.=..=..=..=..=..= � /-�- f ; WP WEATHERPROOF GROUND a GFI / FOR DISP. ! EP ELECTRIC PANEL � VAPOR PROOF..................W VP_...\ ::........ STUDY Wo DININ ROOM TURE GFIVERED ..( ......... RECESS INCAND. (EYEBALL) FIX ob � SINGLE FLOOD - WALL MOUNTED LANAIcldTPFI! ZFAMILY ROOM GOURMEw w o FOR HOOD INP V W ( , BREAKFAST -_-11 KITCHEN - - -:- ? ,/ :::. z ? AREA .:_ R�_ VENT. DOUBLE FLOOD - WALL MOUNTED / ,� GFI \ O w Q \' \ ' / I # 0SINGLE FLOOD - SOFFIT MOUNTEDW = W uColl DOUBLE FLOOD _ SOFFIT MOUNTEDFI \ .........= W o w $ / A HANGING / PENDANT - CEILING HUNG w N ♦ € f i i 0 0 / F PFI. ......._.. INCANDESCENT FIXTURE - CEILING MOUNTED �~ ..... ..., W l / \. \ _.. ? 3 COVERED . .......... ......... ......... _........ ......... ... ... ._ .. .......... ........ ......... ......... ......... J W o / /- / \♦ \ _._ _ __. _._.___.___.__._ /..CifiM .S........ 3..- ..D.B. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE � m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER � 1 HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER 0 -j RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE -4x= - 2 SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE 0 0 � TEMPORARILY SECURE � STIVE BARRIER & THROUGH FLASHING BARRIER TEMPORARILY SECURE � �-- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY \ _ y 4. SECURE WEATHER RESISTIVE S HANNON 1W:� NC�fAVE,AIA TALL HEAD FLASHING UNDER WEATHER RESISTIVE WEATHER BARRIER BARRIER ALLOW FOR ABOVE HEADER TO RESISTIVE EXTERIOR AR 97080 U_ NG BARRIER SHEATHING 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION LI NOTE: CLEAN OFF a o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE 6 SILL PAN RESISTIVE 2. INSTALL HEAD FLASHING UNDER ANY DEBRIS BARRIER WEATHER RESISTIVE BARRIER 2 00000 BEFORE APPLYING w ' ':`. 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INSTALL oc w :}.::.::.::.:::.:: LL FLASHING IN ORDER AS SHOWN BY NUMBERS. ►-� z r........... LASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE W Z A CONFORMING TO AAMA 711-07 ( ) w Z i `:::: 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED a a �•��••�•��•�� BARRIER TO FORM WATER SHEDDING LAPS. PER HAMA 100-07 Q w oma.. 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1.4:ti........... = a :::: boom:::: 3. MECHANICALLY FASTEN AS NECESSARY ~" p A � oc � x 00 o UJw � a = Za EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAILo � FLASHING w � � � D3 N.T.S. (EXT-1) D3 a o J OPTION - A N.T.S. (EXT-2) ce m TUCC0 RAKE JOINT AT WINDOW UJvoz LIQUID APPLIED IOR PERIMETER CAULKING MEMBRANE 0 0 0- 611 FLASHING dm (n° 0 T TO SECURED DIRECTLY CONT. DRIP EDGE URE AS DESCRIBED DRAWN BY c5 � W CANT STRIP ON PRO PROVAL z , co ACROSS DOOR HEAD `-,zo z TO DIVERT RAIN WALL PER PLAN a M. STRICKLAND ce w a SILL PLATE WALL PER PLAN W Ce FLASHING a. � RED DETAIL CHECKED BY W :W ARCH o. SWAFFORD ce z SEE NOTE #2 WINDOW FRAMING 0o a > RAIN GRIP EXT-3 ; SCALE EXTERIOR REGLET -- -- -- D3 N.T.S. (EXT-3) _ o = DOOR 22 X 34 - SCALE AS NOTED 0 cn 11X17 = 1/2 NOTED SCALE W cn LL SHEATHING 0 0 WITH WEATHER EXTERIOR v o RESISTIVE BARRIER WINDOW P.T. WOOD BUCK SET IN oCONTINUOUS BEAD OF SHEET DATE INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED a o z NOTES: NOTEON PRODUCT APPROVAL TE: CLEAN OFF 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 :WIDE) DEBRIS SHEET REVISION INFO "-' m CONFORMING TO AAMA 711-07 DRYWALL E �- o cn THIS DETAIL ONLY APPLIES AT EXTERI R APPLYING z = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OV RHANGS NOTE: A LANTS. a cn ,_., ABOVE THEM AND DOORS THAT HAVE SECOND WINDOW BUCKS A CAULKED m m gum 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. TO WALL &WIN MES CAULKED 3 o o AT INTERIOR ERIOR PERIMETER Lu Q11111111111 - 1 1 Z = Ca7 0.GC ce0 �W=oU) � WATERPROOFING AT EXTERIOR DOOR SET REVISION INFO wEXTERIOR WINDOW PICAL WINDOW ce 0. ce m WZ EXT-5 EXTERIOR OPENING OR BEAM ��E _6 HEAD DRIP DETA LEX _ HEAD DRIP T 7 DETAIL _8 JAMB SEALANTDE'TAIL 3: (n o o D3 N.T.S. (EXT-5 D3 N.T.S. E -6 D3 oI— Uj _ ) ( ) N.T.S. (E D3 N.T.S. (EXT-8) 11 W z LI UIDPPLIED U) Lu 0 z MEMBRANE MIN. SHEET DESCRIPTION = Z � o a 9" WIDE LU m ce STANDARD uj LU SEAL W AT NOTES & DETAILS 03 o J z 0. COURSE UID APPLIED INSTAL • STUCCO ON 8" CONC BLOCK WALL U.1 n c Q 1) - #5 CONT W #5 IN GROUT FILLED E MEMBRANE / CLL W a o = z SLOPE MIN. 30" OVERLAP. ALTERNATE / LL U.1 (n c(n % HOOK BAR DIRECTION (SEE CHART DRILL & EPDXY #4 @ 18 O.C. ac uz z z * FOR SPACING) BEND DOWN INTO STAIR. PROJECT NAME WALL PER PLA 0o �... w w = � o - . , . CONC. STAIRS u SITE WALL S LE - ' ° SECONDARY POU PRE-CAST SILL � . (n UJ W J HEIGHT FOUNDATIO EINF. DOWEL _ z o W SIZE W SPACING ; ° O.C. E: W L „ „ L LI( 8" CMU STEMWALL w °. ° -d. LS BEND / a 0 STAIRS. z o z 0 0 -0 to 4 -0 2 -0 (3) #5 s CONT. 56"o.c• #5 VERT. HOOKED INTO M z z '-1" to 6'-0" -4" (4) #5's CONT. 48 O.C. FOOTING @ 40" O.C. a ;�.� LOT/BLOCK o ; „ „ BEND #5 2'-0" INTO SLAB ---- �- z W o a x 1 -4 (4) #5 s CONT. 32 o.c. (TYP• a ° V-0" MIN. TBI NUMBER a o n ) ;. 6" "x5" METAL FLASHING STEP OR Z - GRADE a a GRADE w/TAR BETWEEN CONTINUOUS MODEL w o -� '' III FLASHING AND SHINGLES FLASHING N z — RUN KICKOUT ALL W � za , , ,l � III � III, . •� Tg • III— II C> 0 v w w _ � � — � ,.. � FLASHING 6 PAST I PER PLAN LIQUID APPLIED ELEVATION NAME z a o PAVERS AT i ° ° _ __a�___ EDGE OF ROOF Q cu a -Ia¢- MEMBRANE W AREAS TYP. ALL E a W -.--I , ° PLAN VIEW > v;� v p . FT . EXTEND TYP. FTG WINDOWS TO BE INSTALL Z 4.4z z SEE CHART FOR IDTH, EE STAIRS & PROVIDE PER AAMA 200-09 FOOTING SIZE AND y;, cn m DETAIL F 'D-3B #4@ 18" O.C. E.W. -v o z = REINFORCEMENT INFO CAL ROOF TO SHEET NUMBER -� W � � W EXT-9 PRIVACY WALL TYPICAL CMU � W CO (STEM - CON E 10 STAIRS ON GRADE EXT-1 ALL FLASHING DET Z J �, _ ,_ „ EXT-4 WINDOW FLASHINGDETAIL w ; z J U- D3 SCALE. 3 4 - 1 0 EXT-9 D3 a o 0 0 / ( ) SCALE. 3/4 1 -0 (EXT-10) EXT-11 D N.T.S. ( D3 N.T.S. o (EXT-4) ERIAL NUMBER 1009 THIS ROOFING PER CONTRACT O N (2) TDRAW NG C N MY S WITH HE THE DESIGN DEPICTED ONING DRAWING CDMPIIES Willi THE gPPI.TCABIE NIWII�NMI BUILDING Ln v LAYERS OF 7/16" SHEATHING �DDEIN EiTASDP�►►,�DFTI ,►,mN IRM. T-4 ,� (CONTRACTOR TO PROVIDE PRODUCT , ti � 6. 1015� ; .. u, APPROVAL FOR ROOFING SYSTEM) SEE PLAN w �— = 0 2X6W/ 2" DIA. c� ce ROUND VENT @ a. J 241, O.C. METAL DRIP SHANNON A:uANGLEAVE,AIA EDGE .-- AR 97080 CARIBBEAN CLASSIC COASTAL SHINGLE 2 X 4 FASCIA zU- 0 o CEILING INSULATION Z¢ zoSOFFIT LEGEND (SEE ENERGY CALCS.) N.T.S. 2 X 6RAFTER TAIL z W @ 241, O.C. 1/2 RIGID GYPSUM BOARD wO.H. DBL. 2x SYP. WD. 9j a 1 x 4 TONGUE PER PLAN TOP PLATE V) aN z m AND GROOVE o W J 2x SYP. #2 WD. STUDS w N 0 o FINISH MATERIAL @ 16" O.C., TYP. 0-41.4A C7 0 PER ELEVATION w z WALL INSULATION W = ¢ 00 1 X 4 HEAD TRIM � (SEE ENERGY CALCS.) > E- A o = W 2x SYP. #2 WD. HEADER w 0 0 = SEE SCHEDULE 00 000S BACKER ROD W � o SCHEDULED WINDOW *� to _1� � g w z AND SEALANT (SEE FLOOR PLAN) o > o WINDOW ATTACHMENT > w �o r 5/4TT SILL COMPLIANT W/ FBC-R a o Z 0 1 X 6 APRON 2x SYP. #2 WD. STUDS @ a A p Q 16" O.C., TYP. w z a EXTERIOR STRUCTURAL A 5 Ce (n Q SHEATHING AS REQUIRED WALL INSULATION � ,.., a ( BY FRAMING DETAIILSSEE ENERGY CALCS " A w ru ce Z DETAILS ( ) a G. O WATER RESISTANT BARRIER = z , (2 LAYERS REQUIRED) CONNECT WALL PER Q o POLYETHYLENE HOUSE WRAP FRAMING DETAI U W o LS o OR APPROVED EQUAL SYSTEM 2x SILL PLATE FINISHED BASE MOULDING �, cq o °C 3/4" (GYPCRETE OPTIONAL) a o0 2x RIBBON FASTENED TOP OF J TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR ov m TRUSS ENGINEERING TRUSS UJ 0 o0c u ¢ oc ao. ROOFING PER CONTRACT ON (2) z 0 LAYERS OF 7/16" SHEATHINGuj ¢ 'u,c (CONTRACTOR TO PROVIDE PRODUCT DRAWN BY °CD. KRAMER z m APPROVAL FOR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION o z F2x RIBBON FASTENED CHECKED BY �; Q 2 X 6 W/'2" DIA. TO FLOOR TRUSSES = W R .-' PER TRUSS ENGINEER \%--BATT INSULATION S. VANCLEAVE a ROUND VENT @ f"" REQUIRED OVER GARAGE M Lu O.C. "" DBL. 2x SYP. WD. TOP PLATE (SEE ENERGY CALCS) SCALE - m ¢o J METAL DRIP 22 X 34 = SCALE AS NOTED J � -� r 0 = EDGE PRE-ENGINEERED WOOD FLOOR11X17 = 1/2 NOTED SCALE E' w cn TRUSSES (VERIFY W/ TRUSS 1/2 RIGID GYPSUM BOARD 0 0 2 X 4 FASCIA ENGINEER FOR TRUSS LAYOUT J o ) SHEET DATE CEILING INSULATION a o (SEE ENERGY CALCS) PER ELEVATION MATERIALFINISH o z 2 X 6��RAFTER TAIL 1/2" GYPSUM BOARD SHEET REVISION INFO 1/2 RIGID GYPSUM BOARD ON STUDS W/ WALL „� >- 0 4 O,H, 1 X 6 SMOOTH m INSULATION (SEE = DBL. 2x SYP. WD. STUCCO BANDING t- w z 1 x 4 TONGUE PER PLAN TOP PLATE ENERGY CALCS) o Ln 0 0 AND GROOVE ¢ W z Z FINISH MATERIAL 2x SYP. #2 WD. STUDS >- co w � " @ 16 O.C., TYP o PER ELEVATION '' HEADER , SEE FRAMING WALL INSULATION PLAN FOR SIZE AND DEPTH SET REVISION INFO Z = o w 1 X 6 SMOOTH SEE ENERGY CALCS. 3:: V) Lu W STUCCO BANDING ( ) W z 6 2x SYP. #2 WD. HEADER Q � at:cn m -SEE SCHEDULE zoc w z � o o SCHEDULED WINDOW SCHEDULED WINDOW a� z � z (SEE FLOOR PLAN) (SEE FLOOR PLAN) 0 uj W WINDOW ATTACHMENT WINDOW ATTACHMENT rn SHEET DESCRIPTION fn w 0 z 1 X 4 SMOOTH COMPLIANT WITH FBC-R 1 X 4 SMOOTH COMPLIANT WITH FBC-R z w E STUCCO BANDING 1/2" GYPSUM BOARD ON STUCCO BANDING >- 0c 0 STUDS W/ WALL INSULATION STUDS W WALLINSULATIONNSULATI N STANDARD m a W z EXTERIOR SHEATHING TO SEE ENERGY CALCS EXTERIOR SHEATHING TO SEE ENERGY CALCS 0 W ,> BE FLUSH WITH THE EDGE ( ) BE FLUSH WITH THE EDGE ( ) NOTES & DETAILS F_ Z = 0 OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS Lu c� J Z GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION " w n J ¢ AND SHEATHING @ 16 O.C., TYP. @ 16 O.C., TYP. cc w = u' 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE a 0 (A PROJECT NAME WATER RESISTANT BARRIER ti' CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER ' CONNECT WALL TO FOUNDATION o ` W POLYETHYLEN2 LAYERS QEUHOUSE WRAP PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS 0 0 POLYETHYLENE HOUSE WRAP W = o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE ~ oSHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE w FLASHING Lu �_- FINISHED BASE MOULDING FLASHING -FINISHED BASE MOULDING z o WT MAIN FIN. FLOOR MAIN FIN. FLOOR iO >4_ilELEV@ p'-Oil a :4' ELEV@0'-0W cc LL_ d $ LOT/BLOCK- y � z z cn o � TBI N � - (no � � . : I III III � UMBER Z w Q to as. 1 1 MI II 1 4" CONC SLAB W/ . III III I 4" CONC SLAB W/ MODEL ' ¢ o z VAPOR BARRIER I I I I VAPOR BARRIER CeW ¢ I II > = ALL W 0 � � _ k .� • III I- _ : .� Fj W W z Q I I RAWINGS FOR EFER TO URAL 1 I REFER TO STRUCTURAL ELEVATION NAME DRAWINGS FOR '� III I ( (= COARSE COUNT & III a III= COARSE COUNT& �' z W o FOOTING SIZE Cl ojW :.• :d. • , FOOTING SIZE CARIBBEAN u, I I I I �, I I ( (PROVIDED BY ( I I • • I I I PROVIDED BY a = - OTHERS (PROVIDED- III ) _ III � III_ III_ i ' cin m SHEET NUMBER o =ce t; EXTERIOR WALL o W m W 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION ��"... J o o u- D7 o SCALE: 3/4" _ 1'-0" D7 SCALE: 3/4" = 1'-0" ERIAL NUMBER 1009 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON nits DRAWING COMPILES WTM THE A4PLICA9 9 MIIf+KlM BUILDING CODE IN EFFECT AS OF DAIV OF CTNT[FICATION BELOW. d' V1 ` O FZ-1 H 11 L 6 2015• SET MIRROR 3 FROM SET MIRROR 3 „4 N END OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) _ GAS PIPE (TYPICAL) FOR GAS DRYER ONLY " m = d 11-211 --- -- - -, cn in ' = cc o Y DRYER VENT TYPICAL = —COUNTERTOPS i Q 0 ck rJ ) SHANNON P1.ifANCLEAVE,AIA cC Q AR 97080 36" HIGH X _ � � en GAS PIPE (TYPICAL) (VANITY-5") MIRROR u o FOR GAS DRYER ONLY o OUTLET BOX _ __ _ __ _ _ "' a 1/4" MIRROR DRYER VENT BOX- Z zo CENTER SIDEWAYS - ATTACH PER MFR. a IN BACKSPLASH D D O D 1/2" RECESS _ 0 INSTRUCTIONS Z (n W DRYER VENT BOX W = FOR MIRROR ATTACH PER MFR. Lu W 0L. a m M �, 2X4 HALF WALL O INSTRUCTIONS - v1 0 YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE � w00 N "' TRIM - MM MIRROR �j (IF SLAB ON GRADE) (IF SLAB ON GRADE) 1-.4 a N 0 M u' o CABINET - 0 t— o w z VANITY MIRROR INSTALLATION INSTRUCTIONS: H ° > o WITH PEDESTAL O A o Lu = 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. w S D j j 0 =000 z = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. 00 o o o CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, A o W NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. � V" J W (Al COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 0 > 0 BEFORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x 0 w o ill _ ) LENGTHS PER MANUFACTURER'S SPECIFICATIONS. a p Q 0 12 +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. - a EW- 00 S O --� w A � A � � _ KITCHEN HALF WALL DETAIL INT_ MASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY z �, o INT 1 cC W Z A Q; . n — 1 n Q W o a. ( �$ SCALE: 1/2" - 1'-0" (INT-1) SCALE. 1/2 - 1 -0 (INT-1) D$ SCALE: 1/2" - 1'-0" (INT-3) `� ►-a A w w cC z Q AG � O (n TILE OR STONE ON 1/2" COMPARE x A iz z z HARDI BACKER BOARD MANUFACTURER'S o _ � 3 " DIM OF TUB & a O F- ,_.,, OVER / EXT. PLYWOOD , 0 0 -1 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N u.jz a TO CONTRACT SPECIFICATIONS) rC:) c o WALL TILE o J REFER TO FLOOR PLANVARIES - SEE PLANS , o 2X BLOCKING BETWEEN VARIES BY MODEL � � z STUDS 3 WALLS 1 ROW OF TILE cC 0 ( ) 0 o cn z 2X4 @ 16" O.C. DRAWN BY � ° VINYL LINER (3 WALLS) ED 5" o CORN SHELF _ M. STRICKLAND z m UP WALLS o . , (1) CERAMIC�CORNER Y 'o SHELF AT 48 A.F.F. 2X4 LEDGER CHECKED B zo z 0 � m FLOOR TILE aC 00% SILICONE BETWEEN u- a 0. SWAFFORD _ ,,, ILE BACKER BED o w ;.•� "IV 1N N DROP IN TUB N SCALE Z w TI uj 21 5*" WER LZRN+ iN + m a > W 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED 0 J2X4 THRESHOLD - • • • °C _¢ 11X17 = 1/2 NOTED SCALE �- _ u- nu' • • • • • •. • • • •_• . - _ . • • • : • . • �•' TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE 0 o THRESHOLD � WHEN IN CONTACT TUB AS REQ. BY d 0 WALL TILE W/ CONC. MANUFACTURER'S. UJ o gADJUSTABLE GAUGE COAT WETBED PLAN SHEET REVISION INFO ��,, 0 °C I.- SHOWER DRAIN Wce o o ER SET IN SEALANT @ FR-33 DROP I N TUB D ETAI L Co 2 SHOWER DRAI GE OVER ROOFING FELT o � zo it 11 NOTE: �?D$ SCALE: 3/4" = 1'-0" (FR-33) Z = o Z . 3/4 X 9 RADIUS MARBLE SHELVES W EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION a W z USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO P� m co W ARBLE TILE OPTIONS ARE SELECTED. ILARCHITECTURAL PLANS BY MODEL. W a �� `'�� SET REVISION INFO � X:W (n G 0 (n - W _ WER & CURB ON FRAMED OR INT-5 END POST TIED INTO FLOOR STANDARD SHOWER SHELF LOCATION ��- W z = INT 4 QPM ce g ( D$ T-4) D$ - (INT-5) JOIST BELOW EXTEND TO �; Q a cc oo ALE: 3/4" = 1'-0" SCALE. 1/2 - 1 0 1� BOTTOM OF FLOOR JOISTS. ti W = END POST TO PENETRATE o w z "' SUBFLOOR. SHEET DESCRIPTION cn W W o STANDARD z W � FACE NAIL END POST TO c � o BLOCKING. NOTES & DETAILS co w a > 0 2x BLOCKING BETWEEN z z = o FLOOR TRUSS AGAINST 2 -J-(n Q END POST. a o (nZo SUB FLOOR. 10 PROJECT NAME QV' Z i i'' �' ' 0 0 .01 ui Z W i ui ui J.01 .01 Lu001 zO ' .00,W '' LOT/BLOCK ��' ice' 1 \�� ice' i� ��'/ j \\\\� /'�/��i ZO Z //�� /� /��\\\ \ \vim /� // / /� \�y /moi Z TBI NUMBER af - (n0 (' o MODEL d• Q �ui "1 (n Q //%��'/��'' � /'i��\\\\ / // i%moi # O Z �' ice' ��j / \\\\` / ��'i X\ V-4 z C:> uj ALL w o z FLOOR TRUSS. , NAILS(TYP) t`d W W W ELEVATION NAME CD C7 W o ALL cCW 3: w E Q = �- Z = Z Z C7 z � lLn W SHEET NUMBER > UJ me co .� ce- � FR-34 HALF WALL TIE-IN DETAIL 1— � WmW V ; oo � �R8 N.T.S. (FR-34) Q �tUH- O AL NUMBER 1009 0 f