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I. 4 x �w �z. �i a 4ua�io— 0: �-4 O m TO THE BEST OF M7 KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, Ln U O z �\ N c�_ - 1 -015 x ~ , P__4m CL __j 00 SHANNON M VANCLAVE,AIA P.F:97080 M li L-' O z z ¢ O N wQQ LU , g x � 00 ABBREVIATIONS ■ 0 Z m LIST OF DRAWINGS RAPHICS o w J # NUMBER FIN. FLR. FINISH FLOOR P•S•I• POUNDS PER o0 C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION & AND FLR. FLOOR SQUARE INCH a o z GN1 General Notes _ DETAIL NUMBER _ DETAIL NUMBER - EQUAL FND• FOUNDATION PSL PARALLEL STRAND ■ J w ¢ @ AT F.P. FIREPLACE LUMBER O Q w x m DRAWING NUMBER ___ DRAWING NUMBER ■ LU = SLAB LAYOUT y A/c AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM44 LU ABV• ABOVE FT. FEET P.T. PRESSURE TREATED ■ 8 0 qu BUILDING SECTION DETAIL CALL-OUT ADJ• ADJUSTABLE FTG• FOOTING PT. LD. POINT LOAD tSOb ¢ z A1.62 Slab Layout for Shingle _ ■ o � o A1.N Slab Layout Notes and Details DETAIL NUMBER (� � DETAIL NUMBER A.F.F. ABOVE FINISHED FLOOR F•O.M• FACE OF MASONRY PLN' p�WOOD �t� LU G` o w ■ � > Ce U) _ _ ___ DRAWING NUMBER --- DRAWING NUMBER I > o AHU AIR HANDLER UNIT GAL GALLON ■ w O FLOOR PLAN S / ALT. ALTERNATE G.A. GAUGE R RISER 4) ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR a'' O Z o � z ,� CEILING HEIGHT CHANGE a GFI GROUND FAULT RAD. RADIUS A LU x o A2.62 First Floor Plan for Shingle B.B.Q. BARBECUE W CENTER LINE INTERRUPTER REF. REFRIGERATOR Z LU w z A3.62 Second Floor Plan for Shingle BD. BOARD GL GLASS REINF• REINFORCING A U cn ¢ A3.N Floor Plans Notes Schedules and Details ELEVATION MARKER ® SPANISH TILE B•F•F. BELOW FINISH FLOOR G.W•B• GYPSUM WALL BOARD RM. ROOM LU z SHAKE SIDING BOTT. BOTTOM R.O. ROUGH OPENING R E LEVATIO N S & ROOF SLOPE PLANS SLAB RECESS SIDING BKFST. BREAKFAST BR. BRICK H HIGH RQD. REQUIRED x O >- LO z EXTE RIO ��r ® HB HOSE BIBB R & SH ROD & SHELF �C04 0 0 0 o A5.62 Front and Side Elevations for Shingle FRAME BEARING WALL ® BRICK CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL a ■ * N LU z _j A5.1.62 Rear and Side Elevations and Roof Slope Plan for Shingle INTERIOR WALL (NON-BEARING) STUCCO FINISH C.J. CONTROL JOINT HOT• / HT. HEIGHT F�, x `� A5.2.62 Exterior Elevation Details for Shingle CL CENTER LINE O SGL SINGLE HORIZ• HORIZONTAL SF/SQ•FT• SQUARE FEET ■ CMU MASONRY WALL 0 EARTH CLG CEILING U o A5.3.62 Exterior Elevation Details for Shingle INSUL INSULATION SHT. SHEET Li CMU CONCRETE MASONRY UNIT a o J GABLE END WALL INSULATION C.O. CLEANOUT INT. �; INTERIOR SH. SHELF 0 ao I.L.O. IN LIEU OF z BUILDING SECTIONS FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN SL. SHOWER COMP. COMPRESSOR SL. SLIDER 0 0 DROPPED SOFFIT PRE-CAST LINTEL/ HEADER CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY z En w A7.62 Building Section & Stair Section Detail for Shingle ¢ Uj CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR S. PROFFITT L LONG SPRG• PT. SPRING POINT zUj` DIFFUSER LAYOUTS Co DB DOOR BELL LAVALAVATORY STD. STANDARD CHECKED BY LDRY LA'I DRY STL STEEL vi o z -DBL: DOUBLE . �� S.VANCLEAVE = w M 1.62 First Floor Diffuser Layout, Notes and Legend for Shingle DR.& SH. DOUBLE ROD AND SHELF LIN LINEN STOR. STORAGE a DECO. DECORATIVE \ 'UNDRY TUB o >- M2.62 Second Floor Diffuser Layout, Notes and Legend for Shingle LT {- r`` -SCALE ;t T TOP 22 X 34 SCALE AS NOTED DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE = ¢o J DIA. DIAMETER MAX Y, MAXIMUM TEMP. TEMPERED 11X17 1/2 NOTED SCALE O ~ ¢ ELECTRICAL LAYOUTS - DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK U_ DN MFR. 'MANUFACTURER T.O. TOP OF SHEET DATE DR. DOOR B 0 O l - MIL. MILLIMETER T•0•B.B. TOP OF BOND BEAM 01-08-15 J DS. DOWNSPOUT MIN MINIMUM TR. TREAD E1.62 First Floor Electrical Layout and Notes for Shingle 0- o E2.62 Second Floor Electrical Layout and Notes for Shingle D.S.S. DENSE SELECT STRUCTURAL MIRR MIRROR TRAM. TRANSOM SHEET REVISION INFO MLD : MOLDING ;., TYP. TYPICAL AS L k r C:> z DWG. DRAWING M•P•H MILES PER HOUR = mo STANDARD NOTES & DETAILS Y` MT METAL THRESHOLD UC UNDER COUNTER EGRESS ~ E" UNLESS NOTED z v 5­1o ru � }z :� ... E.E. EACH END N.T.S. U•N•0. OTHERWISE ¢ w z z D3 Standard Notes & Details ,4..a E.W• EACH WAY NOT TO SCALE r m w D7 Standard Notes & Details EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER m 1 D8 Standard Notes & Details ELEC. O.C. ON CENTER VERT VERTICAL SET REVISION INFO W_a o 0 z = o LU ENCL. ENCLOSURE 0.H. V.T.R. VENT THROUGH ROOF p (n _j w ENG. ENGINEERED OVERHEAD LU ' U EQUIP EQUIPMENT OPT, OPTION(AL) W WIDE LU 3- w m EXT. EXTERIOR OPNG• 40PENING z O > z OSB ' ORIENTED STRAND BOARD W/ WITH C• WATER CLOSET z LU o _ PED. PEDESTAL SINK WD. WOOD SHEET DESCRIPTION LU z POLY POLYVINYL WDW. WINDOW N w oUj z P.S .F. POUNDS PER W,I.C. WALK-IN CLOSET COVER _ w o SQUARE FOOT WP GFI WATERPROOF GFI F- Z LU a� a o W.W.M. WELDED WIRE MESH SHEET z HOUSE ELEVATION ABBREVIATIONS w ¢ > o W.W.F. WELDED WIRE FABRIC im z z z o DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE ¢ MAN. MANOR 03 = WILWILLIIAMSBURG 07 � PROJECT NAME zTWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 PRO. PROVINCIAL 08 LU U BUILDING TYPE: V - B cHA: CHATEAU 09 ATLANTIC BEACH ~ LU z z VER. VERSAILLES 10 0 0 3 DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II CLA• CLASSIC 18 HERITAGE LU U 9 MED. MEDITERRANEAN 19 M W LU F.B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE 7 T� TRADITIONAL 20 DUVAL COUNTY zLU Ln ECHANICAL 2010 ULTIMATE DESIGN WIND SPEED = 130MPH cou• COUNTRY MANOR 21 LOT/BLOCK 05 o F.B.C. HER. HERITAGE 22 z o Z F.B.C. P UMBING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH CMN. CIMARRON 28 TBI NUMBER 05 Un O F.B.C. ENERGY CONSERVATION 2010 EXPOSURE - B MSN• MISSION 30 MODEL Z b o CFT•CRAFTSMAN 31 W Ce. F.B.C. F EL GAS 2010 ENCLOSED BUILDING sCL• SPANISH COLONIAL 32 TERRANO z oZ F.B.C. ACCESSIBILITY 2010 BOR. BORDEAUX 33 LU INTERNAL PRESSURE COEF. +. 18-. 18 BRO. BROUGHAM 39 ELEVATION NAME LU ELECTRICAL 2008 REN. RENAISSANCE 40 ALL z 0 w o N.E.C. FOR WINDOWS & DOORS SEE FLOOR VIE. VIENNA 41 w W N .F.P.A. 1012012 PLAN FOR ACTUAL PRESSURES TUS• TUSCAN 44 (n NLU ASCE 7 10 , MINIMUM DESIGN LOADS CLS. CALAIS 46 z x Z THIS DRAWING AND DESIGN IS VALID ITA. ITALIANATE 57 O FEMA RULES & REGULATIONS w FOR 12 MONTHS AFTER THE DATE IT ITV. ITALIAN VILLA 58 Q SHEET NUMBER U-1 z W IS SIGNED AND SEALED OR WHILE SHN. SHINGLE 62 _ oX: P- CODE IS VALID PBC. PALM BEACH 80 ¢ b o CRB• CARIBBEAN 81 U C 1 w Co v CST. COASTAL 82 ~`Z � U_ BTN• BOCA RATON 89 J ERIAL NUMBER 1010.1 � 00U- ¢ UI— O MY TERMITE SPECIFICATIONS: 5, PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION 7DTWING COMPLIES VATHMEPPUCABLEMINIMUMBONiMS WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS DM WING NEFFE ES WITH THEA Of CEIMFICA'ION BU . EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE ING CODE IN EFFECT AS OF DATE GF CERTIFICAT10N 8ELGW. U SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE ` N TERMITE PROTECTION SHALL BE PROVIDED BY REGIS EKED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERSTRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED AND FOR THE PERMANENT OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE _ ED STRUCTURAL PESTICIDES, BAITING SYSTEMS, AND PESTICIDES AP LIED TO WOOD, OR OTHER APPROVED METHODS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE OF TERMITE PROTECTION LABELED FOR USE A PREVE qTIVE 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 p= SECTION 202, REGISTERED TERMITICIDE). UPON COM LETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. F- 6, THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND T� � = o PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING m DEPARTMENT BY THE LICENSED PEST CONTROL COMP NY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, GYPSUM WALLBOARD THE BUILDING HAS RECEIVED A COMPLETE TREATM NT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. J PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL 0 o TERMITES. TREATMENT IS IN ACCORDANCE WITH RUL::S AND LAWS ESTABLISHED BY THE FLORIDA ° DEPARTMENT OF AGRICULTURE AND CONSUMER SERV CES." 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 SHANNQN-M. V' CLEAVE, AIA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP, BOARD APPLIED TO THE GARAGE SIDE. AR 97080 NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED 13Y THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1, UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY u APPROVAL DATA MUST BE ON FILE WITH THE B ILDING 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 SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. 2) PRESSURE TREATED LUMBER THAT HAS BEEN UT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD NOT ¢ PORTIONS OF WOOD ARE REQUIRED TO BE FIE D TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION cc OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS (u ■ o 2: = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. con ■ C, Lu cy= a m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 00 z TIN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. a W N M o w CAS U- [z p 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES o '-' � A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK Lu MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS o z 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. w ¢ RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. Q > H m ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. Lu i-- 0 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. WWF SHALL BE LAPPED AT LEAST 6" 2: FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE U W m ■ o 0 = w AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION , z PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH N o z 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 0-1 0 o o 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 > �n 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS NDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR.Lu THEIR BACKGROUND. x E O w o 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A w o1-4 P HALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF STUCCO a O Z o z 25 LA S THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). a A O Lu ¢ O 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR PLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO W 4, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Z Lu 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EAR H OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND 7 -10d NAILS TO TRUSS FOR UPLIFTS oc w z LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY PLYWOOD PANELS. A U ur) ¢ 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. LL JOINTS TO BE LAPPED MIN. 6 AND BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ~O a a A ce a cn SEALED UNDER SLAB ON GRADE. �'Oi� r� x Lu Ce M 0 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACEDx O A OUTDOOR KITCHENS z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. w ■ a ° LU z w MAY BE USED ILO WWM, WHEN FIBER MESH MEETS R EXCEEDS SPECIFICATIONS SET FORTH IN THE - CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE `0 a LIVE LOADS: ROOF 20 PSF (REDUCIBLE) FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR "� N � FBCR 2010 R506.2.5). o RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF ■ w+ Lw w0 _j 10. WHEN THREE OR MORE BARS ARE REQ'D., THE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. = o Q ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF _ STAIRS ANCHORAGE � ~ wREINFORCING STEEL o 10 PSF ATTIC WITHOUT STORAGE METAL AND WIRE LATH: 0 in 0 ALL REINFORCING STEEL SHALL BE NEW DEFORMED B RS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. U � °-, SHALL MEET ASTM A-615 REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRE CAST HABITABLE ATTICS 30 PSF CONCRETE PADS, TOP REINFORCING SHALL BE POSITI ELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢Lu ov o STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 0 0 ADDITIONAL CROSS- REINFORCING TIED TO FOOTIN REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY CONCRETE CONCRETE UNLESS OTHERWISE INDICATED ¢ Lu WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3, METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT CD DRAWINGS: 028 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TOA PENETRATION OF AT LEAST 3/ INCH AND CHECKED BY BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATI SHALL BE z z' Z FIGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25 MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ATTACHED TQ:CEILI "G JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. Vn 0 .� FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI A. BARLEY w TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60000 PSI 31 GAUGE, BARBED, GALVANIZE 'OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN z wa � / INCH IN DIAMETER. °�� SCALE WELDED WIRE MESH: 8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD k i ¢ > MASONRY WALL CONST. _ MIRRORS -� o 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL EIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE' ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500PSI MORTAR TYPE "S" 1800 PSI MIRRORS"SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o ~ `z TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm - 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION H,V.A.C. NOTES � � SHEET DATE U- Lu `n 2. MORTAR SHALL BE TYPE "S" CONFORMING TO AST C270. o O I STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS'ARE DESIGNED IN�CCORDANCE WITH THE FLORIDA BUILDING CODE: d 0 3. COARSE GROUT SHALL CONFORM TO ASTM C476 W TH A MAXIMUM AGGREGATE SIZE OF 3/8 STEEL: `_ WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION ce ( AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAY OF 3000 PSI SLUMP 8" TO 11". o� 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED _ ' MOUNT ALL THERMOSTATSAT +4'-0" ABOVE FLOOR. SHEET REVISION INFO WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE 19% M,C. o z WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR&EXTERIOR-MQUiNTED-H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Lu m a 5. VERTICAL REINFORCEMENT SHALL BE HELD IN PO ITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24). WHERE'SHOWN ON THE DRAW,�NGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. a .WALL SHEATHING PLYWOOD_C C/C=D, EXTERIOR"OR OSB z 5 o z VERSA LAM BEAM Fb X2900 PSI (2.OE) ELECTRICAL NOTES ¢ cn , 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. m m w OTHERWISE NOTED ON THE DRAWINGS. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR J 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND EAM. PLASTIC SCREEN, METAL LATH STRIP TO THE COMMENCEMENT OF.;WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Lu 0 OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: 1, SET REVISION INFO z = w TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE INS ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL cn o cn FELT PAPER AS A STOP IS PROHIBITED. J w TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. v 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LAD ER JOINT REINFORCING (DDR-O-WAL OR GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED U) ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES, JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSE 10 PSF OUTDOORS, IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. `t a ac m SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF >o o WOOD CONSTRUCTION WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO Ln w = 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR CONTACT WITH MASONRY CONCRETE OR NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION M U SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE Lu z SOIL SHALL BE PRESSURE-TREATED. GENERAL w o 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 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WAL S, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD, BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. z W o FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END RACING ) SHALL BE SOUTHERN PINE, NUMBER 2 ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES o GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. z 3. ANY WOOD FRAME INTERIOR BEARING WALL STU DS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF Lu ¢ > STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION HIELDS FOR ALL HOLES OVER 1" IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. Lu J z PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIM SON 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 1u w a 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME Ce _ RESPONSIBILITY T VERIFY THE TYPE OF WOOD TREATMENT REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. z L IT IS THE CONTRACTOR'S R S AND SPECIFICATIONS FOR COMPACTION STEEL, VALUE: SOILS REPORT CL `j' O AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, 0c AC -D CBA-A OR CA-B REQUIRE HOT-DIPPED GALVA IZED OR STAINLESS STEEL FASTENERS. CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL 0 o z w DOT SODIUM BORATE (SB Q DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR o ~' � � OF MAXVERIFICADRY DTION �NS�Y AS D UNDATION ERM HDESIED BYOASTM IL TO 8155�(MODIFDD PROCTOR )TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Lu = o IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, o = STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROUi�I BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL UJ �- ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36,0 0 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o = o GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK E Lnw P X, WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: AS'-M A325, BEARING TYPE CONNECTIONS DOORS & WINDOWS TBI NUMBER �- z p z `� STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS ASTM A307 FOR SECONDARY PLUMBING NOTES N z o z CONNECTIONS WHERE INDICATED, ALL BOLTS CAST I CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUT WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE cYi - z o STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL b O �-- FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL Z Lu ¢ FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL I U) C) w ¢ PROVIDE MIN OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE z °' > R407.3. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. ,� DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, N � z THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ELEVATION NAME ci w 0 u- PREFABRICATED WOOD TRUSSESMUST BE N z W O _ B A REQUIRED BY THE TRUSS WINDOWS W RESPECT TO MIN EMERGENCY EGRESS REQUIREMENTSCPERRNDF P�A.�010CHAP�ERH2 BLDG. GENERAL NOTES ALL o 1. BRIDGING AND BRACING FOR PRE-ENGINEERED T USSES SHALL E S Lu MANUFACTURER UNLESS NOTED ON THE PLANS. Q ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND a ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. > z F- z o 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GEN RAL CONFIGURATION OF TRUSSES ONLY, WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE z MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNE BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE z � � � ,.,_, WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER U) m m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH fu o z F- 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 % INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE gtAWINGS SHALL NOT BE SCALED. o = IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS ANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 s INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. GN1 Lu w m w DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMA ION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE INSTALL SOFFITS PER FBCR R703.1.3 AND R616. o U TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (A REQUIRED). Lu -1z � „ 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ERIAL NUMBER 1010.0 o o u- TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. O y TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS UNAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT'AS OF DATE OF CEIIT'IFICATION BELOW. CD Z N LU cy co J SHANNON M. VANCLEAVE, AIA a- J AR 97080 O OO z u- 0 z � U ■ 0 � = ■ 00 LU �C:) '�' 00 d � w N M m a o J A-, �,Lu ■ 0 Ir N Lu Z 69'-211 o A o LU � `° F 11 F 11 48'-611 81_(11' 3'-11LT ® S o w 0 1 -4 61-811 0 _ w 611 61_011 2'.3" ® � O Z o � 16'-3" GAS LINEtp Q ,~-'' z Hs FOR RANGE4.4 , ■ w w O -I- + ■ _jwZ x^ J C — - ----- J L--------- ---------- -----� /"`Y F-1 \ - L- ------_�------ r1--- p — — — — — -- -- - ------- ----- Lu o LLmA e w Z z I I I III a = o �-1 u A U-1 uj v (n ¢ I o PROVIDE ELECTRICAL ce M cn I v, CHASE TO ISLAND p A wiz T' �" p >- >- z LIQ I ;--- -----------------_ -�T= __� --� , WOOD DECK ON a ■ O ON _ W N I `� ``� IDW i i i A7.62 STEM ALL w `' il 0 0 - - -� - - 11 0 -0 LU I ----_----_-- --------- ------ I r E- z --- ---------- — - I I T.O. PAD. ( P.) x 0 Q I WOOD DECK ON 6" PLUMBING WALL STEMWALL i '--- ------- r-------------------- U- i i - Q -- cn 1 L OG I 151-8a"4 I I -=--- _ L _ OJ -'- --------� -- ' r' L- N m A _ - - - I - - - — - T---------� r--- - Lu V z A7.62 -----� I Lu o I - 1'-72" DRAWN BY 6'-Q" 2 I S. PROFFITT o O cn 1 I .._ 611 _ co- A CHECKED BY 62 azo ,� z /77 �� S.VANCLEAVE -r .. 1 111 1 01 1 -72 SCALE X \7h,. ------ c-� v. _ I _611 ALN TYP. I-� r--, ------ r ` 22 X 34 = SCALE AS NOTED L z > _ �N I __- �_--- -- ------- - 11X17 = 1/2 NOTED SCALE co Q 00 1 W / 1 M O = M I - L--, (V J o l NOTE: FIN. FLOOR TO BE 18" I I _ I � , � , ` I ¢ � � SHEET DATE w LO I - . MIN. ABOVE CROWN OF'ROAD 01-08-15 to ''� I O O p� I XI 01_011 I I u 0'-0" li SHEET REVISION INFO w I TO PAD (TYP, OF 4) Li FINISHED FLOOR a o 1 N. Doti_ [' >- O - w 2 m V �-- - -1 J --- ----- ----� I 1 Lu Q cJ ,_, ' _ - --------------- ------- � TYP- o ko z ' SET REVISION INFO U-1 m w `dr 1� 4" 61-8'f � o < ~' 4" PLUMBING W Q ,--I N o I J WALL, TYP. - -_-� Fj J w ( 2 w -� v - i UNO I ! 6 o i SLOPE SLAB @_ A1.N a � >- N I - - i ` I 1/8" PER FOOT ! 4 CD z O > TI i SHEET DESCRIPTION LU Lu w I _ 81l 1-1011 C) 0 13 Nk Ii 4-�_`� 20L_71L 20F_911 cn w o z (�; ' J SLAB c� w O I r' -------------i Lu m o- z I 1N _ LAYOUT 1 p Q Lu O LLJ _ ----- - - - -- ry C — — — — — — — — ` , r r I . -I- w c� J z �_ -,- PROJECT NAME w �cl� LU ¢ � - HB �; 0 GAS LINE TO a ATLANTIC BEACH z TANKLESS GAS WH z w I HERITAGE Lu Ln o = 0 21'-0° I -'.96" x 48" CONC. PAD Lu L' v w 61'-2" DUVAL COUNTY i U v w 1'-4' 6'-8" - LOT/BLOCK 05 zo = o 69'-21i , TBI NUMBER 05 LU �- oc ' z 0 Z MODEL � z z o o TE BRAN 0 Z SLAB LAYOUT Q o z � I. I II SHINGLE ELEVATION NAME w > SCALE: 1/4 = 1 -0 gLu 0 Z W z Q 3 L J SHINGLE ZWw � Cn 0 0 Lu Q x NOTE. FIELD VERIFY ALL GAS LINE LOCATIONS PRIOR z ~ z0 Z�C SHEET NUMBER If c.9 � ~" z UJ TO POURING SLAB W � cem Y _ oz = �. 0 0Ln ADDITIONAL NOTES AND DETAILS CAN BE FOUND ON Alm62 W � � � O w co w . ZJu SHEET Lu ERIAL NUMBER 1010.1 J J Z J LPL u'- z i a000 i TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUDDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Lo rl Z C) 1-4 � 7 @�_ O , SHANNON f 1. VANCLEAVE,AIA AR 97080 O O U I- Z LL- ~' O � Z Q o ■ Z(� w o x ■ wW o"tn � � m LU m z �-4 C14 O a w LU c 2� uj W Z A ■ J ¢ m W o wO ■ V1 ? o r- , o x ■ Q F- O C W 0 ova AAl1 ■ ■ i Lu O w O a O O Lu Off", A c Q w z ej o TE U U) (s1 a LLI A w Lu 0 Lu z x A p a x ¢ w > a W O J = Z Q O j O m J U I:Yo m Lu0U) ¢ � � DRAWN BY z 0 w S. PROFFITT ¢ roc V3 _ m CHECKED BY LL- W o z S.VANCLEAVE U) w U) ¢ SCALE Lu 22 X 34 = SCALE AS NOTED m LL! ..'•` 11X17 = 1/2 NOTED SCALE J SHEET DATE ' ~ w cxn r 0 cn 0 01-08-15 � � � FRONT WALL OF GA GE ` w z '� SHEET REVISION INFO CL PROVIDE 1 1/2" D x 5" W TL " o z W.W.M. PLACED IN UPPER RECESS AT GARAGE DOOR ; = mU 1/3 OF SLAB OR FIBERMESH oY RECESS REINF. PER PLAN Lu z vi PROVIDE 4 1/2 D x 8 W z IN SLAB cn o c� �,:� o���. � � ��_. �. 1 1 II ¢ � SLAB RECESS / Z `; 1/ N 1/8" (MIN.) SAWCUT x 1/4 OF mw w SLAB THICKNESS SEE SET REVISION INFO o --1 o o BRICK PAVERS GAR. Lu FOUNDATION PLAN FOR LOCATION Lu z = o w FIN. FLR, GARAGE � w r` DOOR -� _ a SLAB `" LL' — _ RECESS ¢ aim z 0 w z _ WALL PER11 SHEET DESCRIPTION � oo � PLAN 5Ln a LU Ox = owz �, a • • a � Lu SLAB LAYOUT � LuLn ED 0 - � w z w CUT 4 TO 12 HOURS AFTER CONCREINTS PER PLAN. TE HAS BEEN INTS SHALL B FINISHED, NOTES AND AS CONCRETE ALLOWS WITHOUT RAVELING DETAILS � via � PLAN VIEW PROJECT NAME Lu � xZ W -� SECTION GAR. DOOR SAW CUT DETAIL ATLANTIC BEACH S @ 1 W z W 1 N TI A1.N SCALE: 3/8" HERITAGE 0 0 SCALE: 3/4 = V-0" _ iw- V � � \ w DUVAL COUNTY v=, W LOT/BLOCK 05 E zoW = � TBI NUMBER 05 U) z E— u- C) z O z Ln g z o z MODEL Ln o � oRA o ;4 z w ¢ TERNO ¢ ozne Icy a W j C:) Z p ,- SLAB LAYOUT NOTES : ELEVATION NAME N LuW � Z WLL. z ¢ Lu ALL z w o 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. c- un, L a LL, 2, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS u)- u- z x � O �� SHEET NUMBER T , w 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE C� Lu z = 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. AlN a u� O O ■ wINDICATES DOOR OPENING W o z m ERIAL NUMBER 1010.1 Lu aLL- 000 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON 7X15 - DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. in W 0,0 0 \\ ` 69'_2" AR 97080` SHANNON-M, VANCLEAVE, AIA u I-- Q . 81_011 481_61' $1-911 31-1111 0 29'-31" 611 6,_p„ 01 21_311 z 1'_4'1 61.811 51.811 _ O HB ZO Oi A Q .. to - •:::::::• .:....................................................................... .................... ........................ ................................ :. ............................... W 0 ® _ , O :.. - ------ - — — vs � x - ... oC v w o --- GAS ®� N 616 - I w 00 00 M N z m I I CN COOKTOP BL. OVEN 4'-10" 16'-41" I o W I I 25'-10" _ (k-- 1 6" BREAKFAST _ N o GOURMET I ol Lu z I--� —LINE OF � I I zo 1 I M 1 = F H O I AREA r+ SINK W/ KITCHEN 0 ► _ _ _ _ _ ° A 114 = m = I I SECOND 10' CLG. �' DISP. 10' CLG. �1 DINING ; U w S o o N 1 i FLOOR ABV. O 11'-1" IDW 141-911 ANTR ROOM 1 A7.62 - � ■ �' 0 0 z I 1„ I 1 - 10' CLG. FLAT SOF IT SEE `q N_ _ _ _ 6 -72 10 CLG L IL 1 1� I `r G"`_ 1 C — — — , 13 -4 ELEVATIO S FOR- --FRAME HEADER - - - - - - — 1 W-, cn j I OUT TO MATCH REF. iii - DETAILS x ■ o > o I I COLUMN WIDTH N SPACE! 3'_516 ; - P. ci O ZO .............. L �+ I I - - - - - - T — - - - - ;: ;•:: — — w o � I TYP. III , I - - - - - -ARCH _ .::.:•::::: _ r, � - - - - Q o U) z A - - - - - - - - - - - uj = o A7.62 3 -1 LINE OF ' - 71.71E 6 A z ~ I I ,� U - - - - - - - - - 1 SECOND Cp 71_1111 � L a �-, 1 191.411 - A7.6 `� T-11" I 13'_111 FLOOR ABV. i 8'_11 2 -2 2 A 1-a u Lu 0 A W00 I I �„ OAK STAIRS UP I W I A3.N MT 1 VVV�STORl( 1 o A7.62 QI a 0 o 0 1 „ 0 I = T� = OVERED 1 1 _ --A( ■ o � W z W I 36 HIGH HANDRAIL m I O° / „ TWO STORY I I 1 I W/ PICKETS SPACED — — 20 - ENTRY N ■ w I 11 0 0 I I DER - TO REJECT A 4 1o'- ' FOYER 0 -4 CEG. ;>::..:..:.::.. ..........::..........:. FRAME HEA �o —� LL J ioco W - - I T - N GREAT . i6 SPHERE. O _ S - I - v, z b - ¢ op OUT TO MATCH O � L x o ,,1 11 ROOM °O STORAGE O ce COLUMN WIDTH I 18'-1011 1' 31.711 F-- o M 10 CLG. �- - - - - - - - _ �� 0 0 Lu I I TYP. 001 — -r I U jy 1 I STUDY 01 = �il Qu ce o I I COVERED to CLG` 6 DRAWN BY a I 13'_[FI w I 20'-3" _ -ter I j LANAI CONTINUOUS J oc — S. PROFFITT ¢ � L I I 10' CEG. MT HANDRAIL _ 71-211 r W I — h ce W I M > CHECKED BY _T II :x.- , z z 01 _ � I S.VANCLEAVE Q - - '''1 --r i .,._ SCALE ce z I Lu °c ii o MT _ x 1 U 1 I 2 I = i ,> 22 X 34 = SCALE AS NOTED �-- �- 1 0 131-2115 I = - :" Lu I I \ / 122x54 — -L1� 1 "o N . m a > 1 I > 1 _ —F i 11X17 = 1/2 NOTED SCALE 01 I X I ATTIC a' 4 0 o a i I - 12 ¢ i I / \ I ACCESS - -T i "9. SHEET DATE o x 1 - O ce � I 0 o MN i I RETREAT N o; - 1 _ 01-08-15 o - 1 - �, 1 SHEET REVISION INFO u io cLG. - BATH 2 `. Q I -�,� I - _ Lu o � 10' CEG. � 1 11 � �� '` I �II - I 131.211 - 51.811 41 -4 U1 LuLu I O I I 6" WATER SOFTENER �' 1 6 i I W m U 11 Oi . GARAGEI-. - - — -TI� o I 1 $ _ LOOPw I E CAR — 1 TH RE R p W o0 1 � I LUX to I 1 JI . t,� � _ � N - I N :. Lu Z = — — — — — — — — m W :::. _ - ::::::.:.:�:::•:.:........ ....................,. SET REVISION INFO W_Qoo O O W w w 0 1 � , E I �j A HB O Z LH ILnu TANKLESS W _ U H-- W H , ce- "� ce Z o > I SHEET DESCRIPTION z `� '_411 6'-811 2'-10° 141.011 121.711 191.01. FIRST FLOOR W z01 Ln Ln Lu W o 8L_p11 611.26 PLAN �-- Z Lu 691_211 a W Lu Qo Lu a PROJECT E � Q "' FIRST FLOOR PLAN , ATLANTIC BEACH '-'-' � Z � cn SCALE: 1/4"= V-011 SHINGLE � QL9 W Z Lu HERITAGE O p } Lu U � ' ¢ = o W DUVAL COUNTY n ,,, LOT/BLOCK 05 z o Luo TBI NUMBER 05 E LU M_ z o z MODEL o z O z T Ln z o Q TE BRAN 0 Ln U' Lu z ELEVATION NAME N W Lu O Z ,1 W U- Z ¢ T, W u- LJJ SHINGLE z ,� � o (n � c � � W < L=U N V I-- U u- z x 1: Lu kn z SHEET NUMBER I cn ce Lu 27 LU �„� ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON A2 , 62 _0 3: o 0 m SHEET A3.N J ERIAL NUMBER 1010.1 W JZ J u- JOOu- < 0 D TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln z 64'-72" MAR U 9'2015 ` va = 7'-11211 4(1-511 ol 6'-9" 9'-6° \ I _2 1 71.211 1RAILING .01, 1 ' 1'_2 1. 11 W PICKETS _311 E ' ^ 97 -1 SPACED TO I I I O OO REJECT A 4" I { SHANNON M. VANCLEAVE,AIA AR 97080 SPHERE I , I O O I O I I O Z U- o ....................................... : ... _ = ::•. C) TEMP GLASS ENCLOSURE— — — — — — — o w ( I I 1 11 M -221 N ON TUB DECK 131-711 O - - - - - - - - - - - M = Al1 -6cn - 1 u, - 6" 142" IGH RAILING WIT �, Cc 0 -10 1 6 00 2 51-0111 _p 2 -8 °° BONUS ROOM BAL STRADES SPACED _ w N M T m o W -� I I 11 `-;N ASTER � � 9'-0" CLG. !TO EJECT 4" SPHERE � � COVERED -4 BATH ul Lu a. z �b� MM I i BALCONY 6" 2'-4" s '-0" CLG. _ - TEMP GLASS ENC OSURE 2 9'-0" CLG. " CURB d- BOTT ON 4 CURE. t A7.62 11 A w = m M T' I I 1s 13'-10" 10 6 -0 �,� 36 HIGH RAILING W/ w o w o T-+ '-' 3 I I _ TEMP GLASS ENCLOSURE ON00 Lu 48" HIGH WALL PICKETS SPACED TO © U' 00 P o o = A7.62 I I iM 17 REJECT A 4 DIA. SPHERE I • SLOPE 1/8 0 _ - . o w w o I I PER FT. MASTER LINEN �°' K.S. N oo k12 �, I oca-- - J W z ::::::::::A _ _ _ _ L _ _ _ BEDROOM 19O > O O11 -:.... .....:........:,:.:::....:....::::::::::.........: 6w o A7.62 - — — — — — — — — 9'-0" CLG. '-1 2�� 1 1"811 HALL I N a Q O ::::.:: zo ch .,vhw::,;.,:.s: - - - - - - - - - g'_0" C 1 i II 71 211 I ,-1 ,-1 _ w V1 Q w ¢ z W 51.411 31.711 _ 7'_11" _ Z L.I ::. . . O _ .. ...... :.... A7 6 3 11 - Q = u ce w z 42" HIGH 9 31_3" - - - I - U Q HALF WALL 11 11 2 DN. o TWO-STOR �.6WO 10 X10 AIR _ TWO STORY = i A3 .N -_ _ -� � � OVERED FLAT DC 1 O z I aG I _ JUMPER Ju FOYER w II 0 x L ___ - I - coO _ LF I 11 - I 42 HIGH HA I ENTRY SOFFIT U to -4 CLG, — I WALL WITH = 201.411 CLG. _ �"' w z W 10 R&SH - 1 1 I I I_ 1 I I - - - - _ _ ............................................................. :.:;:;:•:;;. '_10' A CH 3 -10 3 -7 I 7 I WOOD CAP °° — — — = Q _ ------------� N N co1P ~ p o °O i AHU o I i (TYP.) oo __ all LOFT _ 0 ¢ M Wil.C. rATTI i = 13 r o i I = I Lj o 91_011 CLG 61_(1M 1 71_211 11_21 = V 9 I •--SIN img� C7 I o 9 0 CLG. I CES I I cn O .811®i 13 o I I I I o F i6-4 LL_ _ _O I — 1 _ r, I I 611 a o i' 1'-4" 2'-5" 3 `04 ' - - - - - - - zn I ca W: w o N PROVIDE DRIP PAN I F-- -_3 "si. d- i 13' 5" CRICKET °C v zo "c}" UNDER WASHER "' I I CONT. HANDRAIL DRAWN BY ¢ I GA I w, LAU N R -- ---I - - - - 7'-2" i i @ 36" ABV. :, FLAT.SOFFIT SEE S. PROFFITI zO w N -- --------------------- IDR ERI 9 -0 G. I I NOSING ¢ ac DBL. R&SH �1 �_-___� -__--_ __�� ELEVATIONS FOR ----- ------------ 4 -0 I CHECKED BY cv � m DETAILS I 2 z o 131_011 = 4„ VTR ri - 5' 10 21.411 S.VANCLEAVE z ¢ N M 11.211 10 HALL "' s d- SCALE Lu Ce, U-1 9'-0" CLG. r+ Q, _ z w N I 10 �I f `4 22 X 34 SCALE AS NOTED s ca ; w d- L t14 LLJ 11X17 1/2 NOTED SCALE 4 0 0 = J M Gb ROOF BELOWSHEET DATE gBEDROOM 34SoN - - _ of-o8-15 O ram91.011CLG. �,d BEDROOM 2 - - - - - - - - - � 9 -0 CLGSHEET REVISION IN21O F _ iD 3'-3" RFI #104952 SV 3-9-15 o Z 131_011 21 11 ^)1_011 51 [11 ri^ i ,411 1 `@ , =., .7 .7 V „ i s W �'- O 611 :i:. I - 2� - 6 V I = k t k 4� I 4 L 4 1 [ W Z (I) 1 _ w. ........... ........................... 1 ................................................ ::.::.::.:::::::::•:::.:::::::::::::::::::•::•:.:::::•:::. to O c� 2 0 ............. :::•:::•::.................................................................................:::::•:::•.............................. ::•:•:::::::::•::::::: ::.::::::............................ ¢ Wz ~ BT 0 $ -10 0 1 II A m _j 0 17'-10" 9'-0" CLG. " SET REVISION INFO Z = Q w 1-311 61_8111 01_511 161_311 cn cn G .7 I J W g CU F- 64'-72° Qa � oo z °� > z O o SHEET DESCRIPTION � SECOND FLOOR o � wU ' � WLu PLAN A 2 ULu O E r 'ce Lf ~~ ' m LU _ t wQ > C) € z z = o uj W ¢ SECOND FLOOR PLAN PROJECT NAME ' a o = z 1_ 11 SHINGLE � U) o SCALE: 1/4 - 1 0 , ATLANTIC BEACH r� E c� ooW HERITAGE Lu x o I DUVAL COUNTY LU , - LOT/BLOCK 05 U CA Lu _ W A z O = I TBI NUMBER 05 ul z o zo w� MODEL z E azo 0- o � z ._. co z W a TERRANO r .._, I ¢ �n it U) � z €......_. o z o- > ELEVATION NAME �n w UJ Lu U_ z I �." L W U k Lu SHINGLE L Ii C:) ¢ W LL v ~ z O z SHEET NUMBER z = Z a iQ L H li H H W U) In o a ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON A3v62 Lu W m w z � ' SHEET A3.N ,� ERIAL NUMBER 1010.1 I � 00u- J ~ ¢ VI— O k I TO nil BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DMk jING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING °ODE IN EFFECT AS OF DAT:OF CERTIFICATION BELOW. Ln Lj O -. N CaJ w O OO \ ,\. SHANNON M.,`VANCLEAVE,AIA -•� AR 97080 O Z LL- L-' O ^; p z x`�ti Ow Lu 0 OP U) Lu °�° 2 -g co � M 00 In Oo Lu J iwj o o 51-611 Lu a- LU Q ■ WHO w Sa p0 = CS ■ ■ < ( i )BARREL ARCH DETAILtp z = �-- N C O � SCALE 1/4"=1'-0" � ■ v w _ wZ �.NN ' x o > o a Z Lu O 1-4 Z a Q O Lu = O Z w3' p ce Lu A & oa w10� Z �" A 7=) o F_ o, t`1 r LU Ow J '� `r'' ■ z a � O O w O J o0 00 Oa- Ca F, a lfl 2'-811 ce a � o DRAWN BY 0Oc°°i a Lu S. PROFFITT z LL_ Co CHECKED BY o Q Y�2 , gR'CH DETAIL TYP. s.yANCLEAVE _ w A3,N SCALE` 1/4"=1'-0" SCALE oc 22 X 34 = SCALE AS NOTED LU m a J 11X17 = 1/2 NOTED SCALE J O J J a :y o Lu SHEET DATE 00 C.-e U o ,t 01-08-15 �' bSHEET REVISION INFO 0ce 0 :;- 3 JNSULATI0N SCHEDULE OL = m u LOCATION TYPE R-VALUE U.N.O. o o CEILING.@ LIVING AREA FIBERGLASS 38 m m w -77• EXTERIOR WD. FRAME WALLS FIBERGLASS 19 J L Lu ¢ o p WALLS TO LIVING AREA FIBERGLASS 11 SET REVISION INFO z = p w 0 V) wLu AREA TABULATIONS SHN DOOR TAG L U ~ a a- � C Living: DOOR CALL-OUT DOOR SCHEDULE cD � w z 1st floor: 1,530 SQ. FT. Z o o 2nd floor: 1 536 SQ. FT. TYPE SIZE REMARKS LU o SHEET DESCRIPTION oLu w Total Living: 3,066 SQ. FT. 1 THERMA TRU INSULATED ENTRYFLOOR PLAN NOTES w z Ln a ENTRY: 76 SQ. FT. z w LANAI: 324 SQ. FT. DOOR 3'-0" X 8'-0" W/ 12" SIDELITES / TEMPERED SCHEDULES AND m a z BALCONY: 111 SQ. FT. 2 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN W a LU o ARAGE: 653 SQ. FT. 1-3/8" / OR 20 - MINUTE FIRE DETAILS z z = o Total Area: 41230 SQ. FT. - RATED Lu Lu� w = z 3 NOT USED PROJECT NAME 0 4 O.H. METAL GARAGE DOOR 16-0" X T-0" NON INSULATED, RAISED PANEL ATLANTIC BEACH 0 0 a w WINDOW TAG 5 HOLLOW CORE DOOR 1'-6" X 6'-8" HERITAGE WIN DOW CALL-OUT WINDOW SCHEDULE SHN , w = 0 6 HOLLOW COR DOOR 2' -0 X 6 -8 _ REMARKS DUVAL COUNTY z En Luo w TYPE SIZE 7 HOLLOW CORE DOOR (2) 2'6 X 8-OI LOT/BLOCK 05 E L�1 �,, = o II II 8 HOLLOW CORE DOOR 21-411 X 61-811 a. cn z F- A 25 SINGLE HUNG 36 X 62 VINYL LOW-E / EGRESS TBI NUMBER 05 zoz T, z o z 9 HOLLOW CORE DOOR (2) 2'-4" X 6'-8" C 25 SINGLE HUNG (2) 36" X 62" VINYL LOW-E / EGRESS � p � MODEL z w a ¢ D H35 SINGLE HUNG (2) 25 1/2" X 62" VINYL LOW-E 10 HOLLOW CORE DOOR 2'-6" X 6'-8" 0 z Q II II TERRANO Ln z o- �_ > E FIXED GLASS 32" X 16" VINYL LOW-E 11 HOLLOW CORE DOOR 2 =6 X 81-0 12 HOLLOW CORE DOOR 21-811 X 8 -0 ELEVATION NAME 03 w p z F H33 SINGLE HUNG (2) 25 1/2" X 37 3/8" VINYL LOW-E CORE DOOR 2'-8" X 6'-8" w �. za z v w o 13 HOLLOWALL W 14 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-8" (J) a o G FIXED GLASS 36" X 60" VINYL LOW-E Qw � � < Lu H H34 SINGLE HUNG 25 1/2" X 49 5/8" VINYL LOW-E 15 NOT USED z 4' I ROUND FIXED GLASS 2'-0" DIA. VINYL LO SHEET NUMBER 16 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED cn w Q 73 Lu o = J H35 SINGLE HUNG 25 1/2" X 62" VINYL LOW-E 17 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED = a K FIXED GL/SSS 30" X 30" VINYL LOW-E 18 FRENCH DOOR (2) 2'.611 X 6'-8" EXTERIOR / TEMPERED A3mN Lu J w 19 HOLLOW CORE DOOR (2) 2-6 X 61-811 ERIAL NUMBER 1010.1 ~j z -J u L FIXED GLASS 48" X 64" VINYL LOW-E / TEMPEREDJ Lu _joo � �( a V F- O D y TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING NOTES : CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY Ln U INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS 6fli{ U'� ,LUSS NOTED OTHERWISE. Ln U-1 s> o - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ROOFER CONT CT ELEVATION. '� SHANNON M. VANCLEAVE,AIA } ca J 1 CORAL-LIGHT OR EQUAL PRE-FINISHED d AR 9708 J co CRICKET AS A5.2.62 $ REQUIRED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. --------------------------------- , 1 A5.2.62 � U.N.O. ' I - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM I - - — — - - T. 0. HEEL @ENTRY A5.3.62 ; I FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. ` -a-- p z SECOND FLOOR PLATE HT. i i - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST Lu cn INTO THE UNDERSIDE OF THE OPENING. 00 O o - ,% I l..k I l SEE DETAIL ¢ M Cn w r' ( I .. —kh_ 7 A5.2.62 FOR METAL EXTERIOR RAILINGS AND Li_ �k / _ APPLICATIONS TO o ''-' �__J LIL - BANDING, TYP. WORK IN INTERIOR AND EXT a o H w ( - ET THE DRAWING ANY Q _ ( J L_ NOT INTERPRET S A O 50 BE FAUX WROUGHT a o r. 1 I�. : I : I I . FLASHING HE BUILDER SHOULD 0 0 i w ¢ ` ' I ''i � :�, '' :t ;!' I '- y J M SDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. w g Lu 000 LU Ca un D a I PLATE HT. p = w J I. ! i D Bo { I - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE (V a = � SECOND FIN. FLR. 1=71 J _ _ - - SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN ! PLATE HT. 24" HEEL WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND 1 ® o w p o b I -1 '•'•' � cn �; � PLATE HT./ _ _ _ Imo,-.�;��- �-;�k,�� ,' :��k_ -LAT W/ > w z - _ i- 1 - : I� APPROVED PRIOR TO INSTALLATION. x a o O o w N N ��\ LF - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a Q Lu z 5 ' I LIGHTS WITH TOLL BROTHERS P.M. Q Z Lu o _ A5.3.62 �I Ek = N ASPHALT SHINGLE a A oc w z ntttI o Lu W Z o _ ROOF SYSTEM F7= 0 O 00 SEE DETAIL a o O } z z ; 6/A5.2.62 FORLu w N ¢ I WAINSCOT TYP. l kl .. L I1 oc p I � ; I E Lu U -� i '.. ` 0'-0" FINISHED FLOOR 1llkl J '_0" FINISHED FLOOR .._ . __ _ , i i I{ ( _ ............ ............. LL_ aaCC --- Oo0.. _ `------------------------------- V p[ m Lu O DRAWN BY z QUO p 0 � ,:: � S. PROFFITT z w CHECKED BY Lum Z p F 0 NT ELEVATION S.yANCLEAVE 'T'-%t�, 1'. VSC LE 1/4"=V-0" SHINGLE SCALE = ce- a3 : Y. O r � � a , , 22 X 34 = SCALE AS NOTED ce Lu a > 11X17 = 1/2 NOTED SCALE E J � Q ca O r� SHEET DATE w w Ln j 01-08-15 o o SHEET REVISION INFO Lu cn �j w o � � �#x ;Y�> I , �- ��- '. 1 RFI #104952 SV 3-9-15 0 ce gI o Z F. Z m U , p V/ - .I ifA` � " " �a5xs w z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l SET REVISION INFO o m � 0 T. 0. HEEL @ENTRY w n V) SE ON F1600GOE T. [[11 11 TI [I WTI 11 1111 1ITI 11 IITIII wz � . : _ a g to >•- -` Till 11 11 Ti _ m17 WTI I I o € WTI I 1 11 Z o > � _ 1 .........II : I .i.k:_ 11 TI 11 1 ITI SHEET DESCRIPTION O O0 LASNIN J = T­ IITIII II Ii SEE DETAIL FRONT AND SIDE z v (=n ` jNit 1 II `r ITT 6/A5.2.62 FOR I pwzk � -I E cnWpz r En uj w o I � k�I �! LMAN 4III Hill WAINSCOT, TYP.o R- �� ELEVATIONS � I 9 ce 0r. _ � boa boa _ - p ¢ w 0 2ND FIN. FLR.-Lu > - - I- Z = cnl� _ I 1 - - - - - - - - z p O _�� ,.�_ ,. _ PROJECT NAME k Lu c� z ;+ d- PLATE HEIGHT @ DINING ' _ ' .... .J • I,I k .. . _ _ - �„ I-, J ¢ AT C - - IITI Lu)e ,�; = z N N RM .W/ 24" HEEL , .� Lj; H 0 � ATLANTIC BEA � � { HERITAGE ooZW k. I (_' k 1117 p I-' = J 1. i ... I �:> DUVAL COUNTY w � � p c ' 11J k ... l �Ll.; L k l IlI k.l11 1 I- U w ' -- ¢ p p = ;-� o J ; J I_ � I; 1...k. ! J.k J = - � � LOT/BLOCK 05 w) LuCL: p ` w o f} k k li 1 °° I IL o O° TBI NUMBER 05 V) t: kl I 0 0 A5.3.62 _l k� _� :I J I _� . i k�JVil 11 [111 MODEL _. z z 1 . i �I I ZIITIII o a ILi will 1 J -I ( k> -k 0'-0" FINISHED FLOOR TERRAN + ¢ ^ 0'-0" FINISHED FLOOR - cn oc w ¢ : .. ELEVATION NAME E- a. > z Lu w o Z �' SHINGLE uj LU u- 'z u- $ z O { Lu � A5.3.62 SEE DETAIL SEE DETAIL 7/A5.2.62 FOR 6/A5.2.62 FOR ( C) p Z SHEET NUMBER w a y BANDING, TYP. WAINSCOT, TYP. z = z0 RIGHT ELEVATION Z c� E- L_ SHINGLE V) m SCALE 1/4"=1 s _ pzA562 = � _o F ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE ■ LU CCI~ 0 LLJ 7 FOUND ON SHEET A5.2.62 J ERIAL NUMBER 1010.1 U U- 0 O O w p TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICFED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. LA U r-i Z O �w F1MA W✓ '2015, y y •4 x ROOF PER 6 nem 4 CONTRACT A5.3. 2 - 97 -1 00 A5.3.62 l SHANNON M. VANCLEAVE,ARIA ------- fI --- 1I ..... -qR------------------------------- -----'---------------------------'--'- ---------------------------- o 11 11 IT II HE ' 2ND FLOOR i - - - - - - - - - - - - - - - - - - - - - - - - I o z o _----__---- PLATE HEIGHT I; ¢ v� ------- is 3:12 cn I .-- r ...............................:.................... 3 i ( Z ( � , I ..I.. I I 11 I ! I.I I ! 1 l Q = 11 711 ,..k., ..., L,f �.� 1 1 .I I ,- " I i i � : : i ! ... _(�__,. 4 1 i I '-------- ----- r---- -----------------I -- w O L_ �. 4 I rte ,. __�I :__ _ _ _.. _ I_ _� �. _ __. I a oc L-L�, _ ( 1-1 _.�1_ 1 1 LI-1 ..I I� _v: � °oc z `° - [ i - ----------------Jam! ° o � _._ __ �I..: .._ __ � ' _ �_ �.� -� __ lcq 00 cn I I : r _ SEE DETAIL 7 A5.2.62 �' N 00 _�_ _-_ _�_: / I O l___ -i - - _ a d- a a a o k l w oC ---T --- - ----- � _T� I IBANDING, I w I 1 �._...�_. .3.6 �- , k a Ll I FOR TYP a 1 1 I I ( I I I o .L.L... L_L_ 1.. !..._..L._........ .....I . . .. J w ¢ TYP. �. FLASHING. �L_ ----- - � �' ...I...1 I I I_I I I L------------------ w = m Lu o o m ��Q - - --- - - - - --- - - - L � I ---- o o w o oo = I 1 � 1� � > ® 00 o .. I �.1 , T 2ND FIN FLOOR : 3:12 cj o � O 1ST FLOOR , � I - - tp w z - - - - - - - - - - - - PLATE HT. o I CRICKET w O . I I _I I I __ O Q I a, w ¢ O — w p _ 1 M� z � Q _ I oc w z A5Lu 0 .2.62 TYP i ! � _ od- LLU c z _1 — I_ Efo?o a �L Ijce w O I. _ ! -- ------------------------------------ - - i I. I ._ - --------- _ _..._.... . r� A Lu Lu v I � h LI1 I h � 0 O N i ! E 1 i 1 It t---C u 1 1 1 ..I-- ._._;.._f LJ H i_. _ ,_1 _:.r_-c ..._E_. t_...I::_.,_.: I ...�i_ —s ( 11. 11 I . I i i I i i 1 I T 0'-0"-FINISHED FL00 w � o ROOF SLOPE PLAN 5 . 12 U.N.O. U- SCALE; 1/811= V-011 SHINGLE O a co V ice m ce¢uj O O z W REAR ,ELEVATION DRAWN BY ¢ m SCALE 1/4 -i o SHINGLE PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO m VERIFY LOCATIONS ce S. PROFFITT CHECKED BY w a S.VANCLEAVE x Lu ROOF VENT CALCULATION: SCALE o >- � m ¢ Lu 2,583 sq. ft. CEILING AREA (LIVING = 17.22 sq. ft. (REQUIRED) 22 X 34 - SCALE AS NOTED J 0 J a 150 0 F- ¢ 11X17 = 1/2 NOTED SCALE � w � 0 0 r SHEET DATE c� O u, 01-08-15 cl Q SHEET REVISION INFO a o z =� 1 RFI #104952 SV 3-9-15 x m O _ Lu Z (n i m m w _� s CONTRACT. Z = o w ; SET REVISION INFO o cn J = ; T, 0. HEEL @ENTRY Lu - - - - - - - - - - - - - - - - - - - C7 ne w SECOND FLOOR PLATE HT. z > � o o '-4' 11 11 11 Ti 11 11 1 11 Till 11 TI H IF F III IITIII IITIII w z cn LU Ty _, _ SHEET DESCRIPTION LOULn o -1 TI 11 1 TIFF ��� 1 _ `-1- REAR AND SIDE 11 HIF III IITIII IITIII -Y E LEVATI w FLASHING °O a1 lill I I 111 11 TI 11 11 TI 11 IF IFTFIF r 11 11 'll TI 11 1111 II "IITI 11 1 62 .._L 11 �_ _: ONS AND ROOF mcea- z IF WTI TI H IITIII 11 1111 IITFIF IT' w a �� 11 T - SEE DETAIL - SLOPE PLAN ,z J z ,.-- -.... - 6/A5.2.62 FOR I ¢ i T w = z L WAINSCOT, TYP. _ _ _ _ - ; 2ND FIN. FLOOR a o ~ - , - FLASHING ; - - PROJECT NAME �k c MIV ce ATLANTIC BEACH W z z I_ ' PLATE HT. o oN N HERITAGE ¢ 1111 TI H 11 -111 111111 111111 111111 1[ mow 11-7' cn w = DUVAL COUNTY w � _ _ z oIITIII11 LOT/BLOCK 05 x o11 w - - 1 00 z Z 0 vwi = oo = o -+ TBI NUMBER 05 z � o '111111 111111 -+ o z ooIF IFT11F IM 1 TI 11 11 T 'co1 IF WT11[ MODEL T] H Tril 11 TI 11 11 Ti 11 11 T1 11 11 TI W1 I 1 11 TI 11 11 TI 11 11 TI 11 11 TI IF 1111111 111111 1-1 11 a ^ � � , O z Ce I Jill 11 11 11 TI 11 111111 1111 H 11 11 11 TI 11 TERRANO N ¢ r- a > , zLn uj �, TI 1111 TI 11 11 TI 11 11 wwz ¢ - - - - - w o z - 1 11 11 T1 11 T.11 I 1 11 WTHIF IFT1 11 11 T1 11 11 T1 11 11 11 11 11 T1 11 0'-0" FINISHED FL00 ELEVATION NAME z W Lu o SHINGLE hI a F-1 i. ¢ w L SEE DETAIL SEE DETAIL III cn 8 Z = Z LEFT ELEVATION 7/A5.2,62 FOR 6/A5.2.62 FOR ASPHALT SHINGLE a w U) m SCALE 1/4"=I -O.,' SHINGLE BANDING, TYP. A5.3.62 WAINSCOT, TYP. SHEET NUMBER pzC) = � ROOF SYSTEM Q W Lu Ca UjCa Uj ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE _T A5 , 1 , 62 12 _j u LIJ _j o o L FOUND ON SHEET A5.2.62 Lu ¢ U H 0 ,J ERIAL NUMBER 1010.1 1U THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WI(H Tr1E APPLICABLE MINIMUM BUILDING CODE IN EFFECT`A OF DATE Fig OATIFICATIUN BELOW. i Ln U En ROOF PER LU CONTRACT 4 �-_ ; O 5.2.6 %o� L--L m SIM. SHANNON M._VANCLEAVE,AIA a J AR 97080 ,O O 1'-3Z 1 ROOF PER METAL DRIP CONTRACT 2 4 — - ---- -- 1X6 FASCIA a U- [V 111 II 51 11 o O A5.2.62 1 ' TYPA5.2.62 2X4 SUBFASCIA �M 1 2 z z 1 I " _ ■ ¢ � (n i SECOND FLOOR VENTED SOFFIT 1. o zo� = SEE DETAIL , PLATE HT. REFER TO DETAIL 4 3°� N �4. � M rn ■ Lu 7/A5.2.62 FOR 1 3/A5.2.62 FOR _ 00 00 co En a m BANDING, TYP.�� BRACKET DETAIL 4" 10" a W 00 C'4 N `�' aC z 1 O w J I SIDING PER Ei U- � O I I ELEVATION ' p •-L I-- I I 1" H Q O m � Z 5 i oo J REFER TO 3z w ¢ STRUCTURAL 5i UW $ ya LU O TYP. A5.3.62 t` _ _ i z 2x MOUNTING ■ on 0 o p w o ELEVATION TRIM USED AT 7C15- SIDING ■ p 0 = 0 I SECTION SHAKE&LAP tp 7 g Q F- DD ao DD a i SIDING ■ v W p � O D w - 3 BRACKET 4 CORBEL a z a g o , N --- -- I 5 2 OUTLOOKER & BAND � w ~" - 2 1 SCALE 1"=1'-0" SCALE 1/2"=1'-0" 5.2.62 O SCALE 1/2"=V-0" Lu O �" - I A5.2.62 N 5,2,62 A `Y'o `tLL_ A5.3.62 I ` i _ A5.2. 2 w A Lu Q 0 ao O Cw7 W- i — -- o A f L Lu W p O CD cn = - I i ....� ,� A w U 0 U (n Q d r lnl - CLI 00 W z , I - 5 - LL_ Q I x O I— T-L TY ,--L U EL — W 0_ 0 a 0 W Z z Z � L ■ a w L� O , SQUARE COLUMN N ¢ U i ■ ~- D O 1 I SHINGLE SIDING Luw _j A5.3.62 I B ~ z Q - } ce FIN. FLR. 5.2.6 i U- 2X4 TOP RAIL Oaco r f. w O Q � 0 `-- - a. B TOP RAIL ROOF PER 1'-O" DRAWN z o w SEE DETAIL 7 E = 5.2.6 CONTRACT O.H. S. PROFFITT ¢ � 6/A5.2.62 FOR A5.3.62 _ N TRUSS CHECKED BY �- m WAINSCOT, TYP. M 1x4 TRIM BD, WA _ z S.VANCLEAVE p__q Z p n c ,�Pa O ¢ �N CEME SOFO IT SCALE � � 1 FRONT ENTRY DETAIL 2x4 SUB FASCIA 22 X 34 = SCALE AS NOTED z w SCALE 1/4 "=1'-0° SHINGLE - 1x6 FASCIA BD. Cr,m ¢ � A5,2.62 2nd FIN. FLR. _ LAP SIDING 11X17 = 1/2 NOTED SCALE O J SLOPED TOP RAIL W/ L ¢ BALCONY FINISH FLR. t V CEILING BD. SHEET DATE 6 c BOTTOM RAIL 5.2.6 ' -,_ CEMENTITIOUS 01-08-15 o O SHEATHING PER d o °a 36" HIGH RAILiNO w/ SHEET REVISION INFO w PICKETS SPACED TO REJECT C ELEVATION A 4" DIA. SPHERC = 5.2.6 1x TRIM BD. a� O z0 = m U BEAM ~ wzvi zcnoc� 5 �. . ,-. (PER STRUCTURAL) ¢ U) 0 Z RAILING D ETAI'L.., �,OWER Lu Lu LU z SCALE 112'=1`0"- ED w SET REVISION INFO A5.2.62 w. aoo Q Q 3 w � 1X TRIM X10"I U-1 Lu z v STRUCTURAL ¢ CLo�cm POST z O �' 1X4 HEAD& cn o o caslNG SQUARE SHEET DESCRIPTION LU EXTERIOR Lu Z cn Hw � z ROOF Lu O Roo ELEVATION z w SHAKE SIDING CONTRACT m a z DETAILS 4 Lu ¢ > o FLASHING z z = p FLASHING 5'2'6 3�F 11 1 PROJECT NAME U-1 J z 2nd FIN. FLR. - SIM. - a I� �F cn - 4 W = z 1X2CAP = a p � � I �o8sT R. ATLANTIC BEACH �' FIN. MLR. METAL DRIP w z z - - - - 1X6 FASCIA FIN. FLR. _ II I H E RITAG E 0 P-1 157,Lu p °_:-__-------- ° 2X SUBFASCIA 1 \ 2X4 NAILER Lu o -- . a a FLOOR 1 X 2 CAP ` L - WALL PER DUVAL COUNTY C) = a SYSTEM Lu L �� VENTED SOFFIT PLAN - 2X RIM JOIST LOT/BLOCK 05 z o w a 1 X 6 TRIM 1 X 6 TRIM DRBE, REFER TO TBI NUMBER 05 E '-' w � )ETA L 4/A5.2.62. 1 4 1X SKIRT Ln Z p u, .°: a II: Q:. 1 X BLOCKING 1 X BLOCKING 1X6 TRIM 1 4 2x DECKING MODEL 0 Pa SIDING PER OVER ' TERRANO a cn � p UM Lu p � .� ° � it . ° CAULK AS ELEVATION '{ ¢ ^ Lf) '-'' ° al NEEDED 4"TRIM @ CORNERS Ln w ¢ „t (TYP.) 411 .; • : ELEVATION NAME I; 0 z SHAKE SIDINGLL I 5/4 SILL P.T. 2x8 SILL PLATE . o wool rIj w z SHINGLE SECTION ELEVATION Z t O 1X6 APRON •' i U-1 w �' t FOOTING r••' ' ' `' U- ") ~ z o I I I ( I (PER STRUCTURAL) SHEET NUMBER Z ~ z 9 COLUMN DETAIL = Lu m 8 OUTLOOKER & BAND En LU 6 WAINSCOT DETAIL WINDOW TRIM SCALE 1/2"=1'-0" SCALE 1/2"=l'-0" U) SCALE 1/2"=1'-0" A5.2.62 A5.2.62 A5 , 2 , 62 id �j SCALE 1/2"=1'-0" A5.2. 2 W ERIAL NUMBER 1010.1 pwm � A5.2.62 J 3Iz � u..l � zJii Q u O }' z aL' • I a u TO IIIE BEST OF MY IPIOWLEDGE,THE DESIGN DEPICTED ON THIS UM ING COMPLIES WITH THE APPLICABLE-MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEVI CATION BELOW. \ v Ln U N Ln LU 0 -~� C13 X � SHANNON M.-VANCLEAVE,AIA 00 SHAKE SIDING AR 97080 _U 11-- FLASHING kSFFSTRUCTURAL ROOF PER 71, C) CONTRACT Z Q O 2'-4" Z(n w 2X TRUSS ■ p = v1 00 ui ~ � v 4qMETAL DRIP oo w O L M a. ro d 9.. �' '-� W -? � Z � N - REFER TO DETAIL a �' ` ■ N - =TV =M_ = 2/A5.3.62 FORLu F 'abO 0. MIT w Q D N MN m' N BEAM DETAIL SHAKE SIDING A W = U W o w F- 0O 6 REFER TO DETAIL °O O 1n 1/A5.3.62 FOR II N ■ uj z = BRACKET DETAIL L(I SLOPED CAP 4 w Q Z --g tp SIDE VIEW FRONT VIEWI ^ w o , D O c HEADER FRAMINGLu ne En it ,�, ■ O > O z zit 3" 1'-5" z° 1z" 5z"i pE PER STRUCTURAL P-L C) Z ENGINEER > w p--12x MOUNTING BLOCKING , O LU O 17, 11 vv vv 7 TRIM USED AT TYP. AA Ail ROOF PER CONTRACT A z cn p a W z w Q Z SHAKE&LAP 2X TRUSS Q E-- _ � SIDING i Lu ' SECTION p a A U z uj 00 c¢n nn vui Lu - 0REFER TO DETAIL a O 2 B EA M D ETAI L w z Z 1 BRACKET DETAIL 2/A5.3.62 FOR ® o L SCALE 1/2"=1'-0" SCALE 1/2"=11-0" A5.3.62 SCALE 1/2"=1'-0" BEAM DETAIL N 000 A513,62 A513162 Lu u.. J REFER TO DETAIL � Z J BRACKET DETAIL Q 1/A5,3.62 FOR 0 0 BLOCKING Lu O O J U � m Q OO Lu DRAWN BY o ce p a S. PROFFITT Uw `� CHECKED BY u„o z 2x4 suBFAscIA �...�: S.VANCLEAVE � Q ROOF PER � � I �I �_I— SCALE w CONTRACT 2X4 OUTLOOKER �_ SHAKE SIDING � METAL DRIP 2X4 LEDGER o LU � � � 22 X 34 = SCALE AS NOTED m aLU 2x CUT TO 11X17 = 1/2 NOTED SCALE J p _ 6"TRIM 1 0 SIZE p ~ _ 1X6 FASCIA W � � WOOD DECK SHEET DATE U- ;. J _ TRUSS LAYOUT FRAMING PER 01-0$ 15 p VENTED SOFFIT =-BY ENGINEER - 1X6 FASCIA STRUCTURAL (Jj O 1X4 TRIM 4 I ENGINEER SHEET REVISION INFO Lu 1X4 TRIM �z,„ N ��- SIDING PERFOOTING PER I4„ 4 TRIM y - - STRUCTURAL O Z Q. �1[11 �p ELEVATION1� U�� nnn • w u - ..0 OVERRAN Ll Z vi WALL PER toO (D Z PLAN >' m W •a' _ SET REVISION INFO L.LSLu Q Ln UJ J W Lu U aC >- z � > � 4 ABLE END DETAIL 5 DETAIL 6 WIND 0 W TRIM DETAIL ENTRY PIER DETAIL SHEET DESCRIPTION cn O O G SCALE 1/2"=1'-0" ' A5.3162 SCALE 1/2"=V-0" A513 62 / II-- u A513162 SCALE 1/2"=V-0" A5,3.62 EXTERIOR o W Z V Ln ELEVATION F— z W E m z D ETAI LS W � Qu zz = z Lu (D Q SHEATHING PROJECT NAME W W Q cn INSULATION AS w o U o REQUIRED ATLANTIC BEACH WATER-RESISTIVE � to BARRIER Q (D Z SQUARE COLUMN B H E RITAG E O Lu STUD 0 m5.2.6 = 0 JOINT FLASHING Lu U W AS REQUIRED DUVAL COUNTY Lu i U) W LOT/BLOCK 05 z o = O NAIL PER TBI NUMBER 05 C, w w MANUFACTURER �— E w SPECIFICATIONS - �- z - z U-- y SHINGLE SIDING DOa DoD a M MODEL ^o z O Z ." LAP SIDING ZD D QQ O O D n Z w ,_ , CONCRETE 2nd FIN.FLR. _ _ _ _ _ _ _ - TER RAN 0 N Q ^ FOUNDATION Ln ~ g > SIDING BALCONY FINISH FLR. INELEVATION NAME , . 42 HIGH RAILING W/ Lu KERS SPACED TO C PICSHINGLE N W Z W iLu LL W Z Q REJECT A 4'DIA.SPHERE 5.2.6 zUw � Q a 0 4 STARTER aC w o, to W STRIP / < = SHEET NUMBER LL LL_ ~ Z O --- �� Z = r-I z < cD � _0 uj w m o � 8 g RAILING LANAIA5m3 , 62 O LAP SIDING I L. Lu Lu m W SCALE 1/2N=1'-0" A5.3 62 scAL� 1/2 =1 -0 , ZJU A5.3162 Lu ERIAL NUMBER 1010.1 Lu JOOU- Q Q U I- O t TO THE BFSf OF MY KNOWIFDGE,VE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH THE APMICABLE MINIMUM BUDDING CODE 1N EFFECT AS OFTE OF CEE'TIFIV TION BELOW. L .y, Ln 01 - - r x J SHANNON V.-VANCLEAVE,AIA 0 o AR 97080 RADIANT BARRIER PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER zu- � o z o SEE SHEET A3.N FOR Z Ln w I INSULATION SCHEDULE O ff = v, ° 00 cwnw0 0 cial or- o ' p F-LU cl- O w ¢ ❑� Q w m COVERED o ■ o 0 Lu W BALCONY cS N ■ 0 0 m o z m F-- s 0 oho HER '-' ■ ..Da J Lce u D Do� ,� a Z o > o MASTER BEDROOM HALL LOFT w0 � [E 0 '� Q o a z PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER L Br_ u- � A Ln c LL. Mod u 111111 11 lilt III I a_ bo Ca 01 J a � w rI � � ~ a A v z a x U ¢ 0 J � U tJ� I a = 0 ~ D A W_� O 0O - w I x'"Its O a.0 u- rl J Lu z w I a �N � O I cV `o o TWO-STORY zo LL. ■ LLI Z Q COVERED m o o 000�ao .ENTRY , r L2 DINING ROOM TWO STORY o a COVERED BREAKFAST GREAT ROOM BEYOND FOYER Nil jl U o LANAI . ... . BEYOND . _ _ = . .. ... :. . .. .: = ,..._ ... ... . : . . . .. ; :. . °� �-' z ¢ oc o .: - -_ - - - - = DRAWN BY III-III CABINETRY & 1=1 I _ _ ENTRY SECTIO N o O Ln =iii=1 i 1=1 i—� S. PROFFITT a - -_ - - -_- - •;�I I ILA I I= APPLIANCES ARE FOR l l-I I y�� III=III 11=III-I I I I III=I I- -iii-III-III III=11 - - II=III=I :.f' III -III- - 1=III-1 -III I .- .:,•: - SCALE 1/4 "-1'-0" SHINGLE CHECKED BY m -IIIA III IO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DIFFUSER LEGEND DRAWINGODE COMPLIES S OF APPLICABLE CERTIFICATION BUILDING Y CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U 3� ~ ri N z ® SUPPLY r-S-1 RETURN ® EXHAUST FAN q�LU 015 �/ ce 9 1 SH�OiN-Ol M,, V.,1NCLEAVE,AIA 0O FOR REFERENCE ONLYa�zs�oso Zo Z as („ ■ zLn u � W oLu Lu 0 x ■ �, 00 N O w `. Lu z BREAKFAST Q H o LU m AREA U w o w 0 GOU MET DINING ■ o 0 w KITCHEN ROOM ,� ■ o O x �q N z x F— I G� n d Lu Con w z - - - - - - - - - x o > O C - - - - - - - - - � a p Z w O Lu z -------------- - - - - - - - - - w z "� A O ® - - - - - - w o COVEREDEa W LANAI COVERED ceZ TWO ENTRY� o�, STORY A xo LU a LU j FOYER ■ O N ~ oo II I � � I I ■ w � oa uj U ce.� m GREAT Lu o z ROOM STORAGE THREE CAR GARAGE I — — 0 0 DRAWN BY z wE S. PROFFITT ¢ � w STUDY . z o I CHECKED BY ` S VANC EAVE oZ II I w w ` ® <. SCALE � 0- 22 X 34 = SCALE AS NOTED ce Lu m ¢ - 11X17 = 1/2 NOTED SCALE 0 0 ' \X/ SHEET DATE aLu o01-08-15 ce- I� - SHEET REVISION INFO Lu Lin b Lu IL..iL.. o o hMxxRETREAT z z = o z BATH 2Lu ca .,: o --I � � SET REVISION INFO Lu A O cn J LU - - - - - - - - � Lu. z V lx-- Q Z Q > Z 4 Lno o SHEET DESCRIPTION M Z AX7CDMP7#1 tz FIRST FLOOR _ moo '* z w FIRST FLOOR DIFFUSER LAYOUT DIFFUSER m a z SCALE: 1/4 "= V-0° SHINGLE ce LAYOUT AND NOTES Lu ¢ LU O zz = � W ¢ ¢ A PROJECT NAME Lu o a ATLANTIC BEACH ce- Vcn � ce w Z z H E RITAG E 0 O Lu 4 Lu in 4 DUVAL COUNTY U Lr- ¢ = oU Lu = ' z o LOT/BLOCK 05 'Lu E ~ wx O 3 TBT NUMBER 05 M z o z MODEL C:) a Ln O o � o � aLu � � TERRANO "' z Lu_ > ELEVATION NAME Lu 0 o Z wU- Z Q W z W o SHINGLE L Q Lu W N ~ z o z SHEET NUMBER C7 W � T W Q m J� Z w FMlm62 - tn � 0 = u LJJ ERIAL NUMBER 1010.1 � oWm � Luu- O O Q Q U I- 0 TO THE BEST QF W KNOWLEDGE,THE DESIGN DEPICTED ON THUS DIFFUSER LEGEND DRAWING C�!FF CT WITH THE APPLICABLE MINCATION BELOW. ,BUILDING eooE In E-Feer as OF DATE OF CERTIFICATION BELow., Ln U -. C:) z ® SUPPLY RETURN ® EXHAUST FAN N _ W FEB 2 . m - : J 00 FOR REFERENCE ONLY SHANNON-M, 9708LEAVE,AIA -AR 97.080 U I- Z LL. " O � z Ln ■ z U) w ------------- acz m � ® ; � a � o w J ® a 00 I ° H a � 0 LULU ■ > �- o BONUS V e C. o 0 0 = III I MASTER ROOM p ■ a COVEREDBEDROOM 0 0 o �, o I BALCONY MASTER w ■ v BATH LU w z x ° 0LU > o w0a A A 0Q z I --- W Z a � oLU I A ULU M o a LU a cn - L� - - - - - - - - HALL A LULU cl� Z o � TWO STORY COVEREDa . O w z Z FOYER ENTRYLU a --------- o o 0 ------- e wwJ L - - J = Z Q oo - - - ! I ! LOFT -- - U m / iii — wUOz �� ; I z DRAWN BY 0 0 W.I.C. �- - -� zQ � LAUNDRY S. PROFFITT cU I w z `° CHECKED BY 2E, a � o S.VANCLEAVE cn Q SCALE LU � o ________________ = a 22 X 34 = SCALE AS NOTED t--- cc Z w11X17 /® = 1 2 NOTED SCALE m a > o `t SHEET DATE z vwLn i 01-08-15 0 0 ' d o SHEET REVISION INFO LU 0 � O I - BEDROOM 2 0 = o U BATH 3 LU zcn I _ 0 BEDROOM 3 Ln p Z ------------------- I m m � j ® SET REVISION INFO w Q 0 0 Zzi- = 0 ----------- ---------------------------------------� En J w LU2 Q IZ m C� IY w Z 0 0 o SHEET DESCRIPTION 3: Ln� WLU ND FLOOR DIFFUSER LAYOUT SECOND SECOND FLOOR cn w o z .T T T. SHINGLE = c� LU o SCALE: 1/4 = 1 -0 DIFFUSER m � Lm � ce w Z � LAYOUT AND NOTES o Q > o ' LU LU w Q < PROJECT NAME W o ( o ATLANTIC BEACH o w z w HERITAGE U-1d o DUVAL COUNTY nLU w LOT/BLOCK 05 E z w Z p zTBI NUMBER 05 MODEL ' ^ " o a � � z o N Q � o Q TE BRAN 0 I O z o� � aw > ELEVATION NAME o wLU Z p r E [V w LL Z Q LV i Lr) U w LL. SHINGLE zw � 0 Cn LU L Qw3: � z "' ~ 0 SHEET NUMBER z x Z u LU - in LU M2m62LU LV w m w ERIAL NUMBER 1010.1 J � J LU � 00u- � f I' r. i M THE BESF OF W KNOWLEDGE,THE DESIGN DEPICIEO ON THIS ELECTRICAL SYMBOLS LEGEND DRAWINGODE COMPLIES WITH DA E OF C ABLE CATION BEILDING LOW.CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SINGLE RECEPTACLE ' Ln Uz DUPLEX RECEPTACLE N 240V RECEPTACLE vi za75 LU � SWITCHED RECEPTACLE /e-p 0 ` QUADRAPLEX RECEPTACLE m SINGLE FLOOR RECEPTACLE S';A',NQN M. VAFfICLEAVE,AIA O O AIR 99080 DUPLEX FLOOR RECEPTACLE ``� _ _U F- [6 SWITCHED FLOOR RECEPTACLE 9P QUADRAPLEX FLOOR RECEPTACLE z o GFI GROUND FAULT INTERRUPTER o z WP WEATHERPROOF GROUND z¢ p EP ELECTRIC PANEL Z vii Ln 5u w HB FO HOOD VENT VP VAPOR PROOF � ■ _ _ _ ® RECESS INCAND, (EYEBALL) FIXTURE a w N M o _ _ _ _ _ ~ GFI - SINGLE FLOOD WALL MOUNTED ,� a O _ � ca _ ca C) o I \ _- ` ® _�; DOUBLE FLOOD - WALL MOUNTED H o Z 1 1 BREAKFAST -- ® -- \ O _, ¢ AREA U/C FOR DISP. 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FIXTURE ■ N o 24x48 FLUOR, FIXTURE Lu z 11 O\ I / _ - \ DB WP \ SS EXHAUST FAN = a r / GFI o n o 11 / _ _ �o EXHAUST FAN w/ LIGHT O m I \' I j GREAT\ �� I �'M' ELECTRIC CO. METER u o �' I I' ROOM T R G THREE CAR GARAGE - - - - - - - - �� M DRAWN BY oc U z \ \ i � GAS CO. METER ¢ I / \ �/ I S. PROFFITT 0 o - -'- �, /e ®SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR / a � I � ' \ / I = _T,- CHECKED BY � \' TO LIGHT I s� SMOKE DETECTOR cS U_ m �, STUD / WP _-- I �� I S.VANCLEAVE \\ n ABV. GFI i I � SINGLE POLE SWITCH h 1 a �/ OPT. 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INTERCOM SHEET DESCRIPTION Z p 0 O VERIFIED IN FILED PRIOR TO 0 ¢ �-- w = INSTALLATION FIRST FLOOR Qwz `� tn w o R ELECTRICAL AL LAYOUT ELECTRICAL = � U � FIRST FL00 FOR REFERENCE ONLY z w I. sHINGLE LAYOUT AND NOTES m Z SCALE: 1/4 = 1 -0 � 'Qwp Iw ¢ U wC� wz J ¢ � PROJECT NAME w = z ATLANTIC BEACH a 0 � Lu Q Z HERITAGE ce o r Lu ' DUVAL COUNTY Fw-- V � � ¢ o ''-' LOT/BLOCK 05 Lu z o = o TBI NUMBER 05 Z O z � z O � MODEL o � Ln O i b z p TERRANO N z w � ¢ Lu a ELEVATION NAME F- a > o LLJ N w z L~ w u z ¢ SHINGLE r' www z w O „' ¢ Lu u "' ~ z o SHEET NUMBER z u, _ -a Lu � _� o -a (f) , o LjLj wo w m u, Y JE1 , 62 ERIAL NUMBER 1010.1 Lu __j u- QO OO p rt: e i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Ili ELECTRICAL SYMBOLS LEGEND CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Lo Z SINGLE RECEPTACLE vi ® 2D RECEPTACLEUPLEX 0V RECEPTACLE N � --- f� � ,� L(115 Ua = SWITCHED RECEPTACLE 0 QUADRAPLEX RECEPTACLE ` m SINGLE FLOOR RECEPTACLE SHANN0kM. VANCLEA%AIA AR 97 80. 00 �. [ DUPLEX FLOOR RECEPTACLE ] SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE z u. GFI GROUND FAULT INTERRUPTER o 15 z WP WEATHERPROOF GROUND a � cn pp EP ELECTRIC PANEL 1 z � w El ......... ...........---- _.-- -------------------------- VAPOR PROOF } o x _ _ : : __ -_ �.:: �- _ --- }. -((�---- RECESS INCAND (EYEBALL) FIXTURE -r li 00 Lu 0 ��136- ce- I. �j AGF . /...__ OPT. ��, ' (E L) N M °C w { ....r. 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OPT, _ s° SD/CO �i 4 WAY SWITCH a > ® 11X17 = 1/2 NOTED SCALE J �O DIMMER SWITCH o o / PUSHBUTTON SHEET DATE Lu cn ,. i DISCONNECT SWITCH / :_.3 BEDROOM 2 JUNCTION BOX 01-08-15 o B SHEET REVISION INFO E2 , �`r ` ' " \ ' a ; © TV JACK o i �� " _ _ 1 RFI #104952 SV 3-9-15 o \ PHONE JACK PREWIRE ONLY LU o THERMOSTAT PHOTOCELL - SOFFIT MOUNT �- w z vi I GFI \ j o Z BEDROOM 3 ' \ „ i `A Q PHOTOCELL - WALL MOUNT w z �, __ VP BAH 3 i ® ELECTRICAL PANEL ; SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO z x w — -.. - - - - - - - ... 4 KEYPAD D ..... . ........ ....... o n J = - - -- -- - - - -- - - - ® CHIMES za Lu cUn STRUCTURED PANEL (a.k.a. SMART BOX, w Z COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) ce >o o iN r. INTERCOM w x SHEET DESCRIPTION Lu w SECOND FL OR ELECTRICAL LAYOUT SECOND FLOOR '.' w o SHINGLE Z w � SCALE; 1/4 = 1 -0 ELECTRICAL Lu FOR REFERENCE ONLY 9 ce w z _ LAYOUT AND NOTES co Lu > o zz = o � Lu z PROJECT NAME Lu ¢ � ao � z w o ATLANTIC BEACH U) w HERITAGE ceo Lu Q U o w DUVAL COUNTY U) w LOT/BLOCK 05 z o = o TBI NUMBER 05 cnz �- °i z O z �„ MODEL z 0 z ob TERRANO h a = ELEVATION NAME E tr-a w uj D >- :& w u Z aLu Lo U w W SHINGLE CD z w r 0 9- up, cr� Q Lu VjFx- VF- z x z Q SHEET NUMBER 2 � co _ D z w H rT� 0 x cn bq E2 , 62 c� W � cOC � o z m W ; s J ERIAL NUMBER 1010.1 Lu J Z J u- - 0 0 u- zr, - J00u- Q V !-- O TO THE BEST OF MY KNOWLEDGE#THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. `j C=) I.-, -. N � TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING LU 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE oc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER co RESISTIVE BARRIER & 97 J 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & THROUGH FLASHING BARRIER TEMPORARILY SECURE 0 o HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY , , SECURE WEATHER RESISTIVE � SHANNON M:VANCLEAVE,AIA DER WEATHER RESISTIVE WEATHER AR 97080 4, INSTALL HEAD FLASHING UN BARRIER A OVE HEADER TO EXTERIOR BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING 1. PROVID ONTINUOUS ,� INSTALLAT ON BARRIER LIQUID A D FLASHING O 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD TAPE 6 SILL PAN TO THE I OR FACE OF z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER THE MA Y OPENING p RESISTIVE 2. INSTALL EAD FLASHING UNDER 2 BARRIER WEATHER RESISTIVE BARRIER (SILL, J , AND HEAD) z w .,•.'. :.t:.. (ASSEMBLED 1 2. SE L JOINTS OF ` ' 3. FOLD WEA HER RESISTIVE T -n ■ Lu :............... WINDOW ) MAS WITH BARRIER ACK OVER HEAD cn w o `:.:: :y:;•:.....:...., 5 SILL PAN 2 a, a cc . :>:' .:.. .. •.... ..� cn cn CO OUS SEALANT. 00 cc FLASHING AND SEAL WITH TAPE x x00 :::. U o r7 FLASHING ct Lu °� o .......::::;.;:.. DO NOT FLASH d �, ■ o OVER BOTTOM Lu w a ...... . ::,:.,...........: CORNER FLA HI Lu x m �........L• :�::•::��:�;::•:�::»: NAILING FLANGE U A W ■ > E-- :.:...:;;:I>: ::....::: .::. PATCH O cn Lu :;•::•:ii:•:.' O opo 0 O x ■ . NOTES: N ■ S o � p ;,,;.,;.;,;: ,;.;.;;;;.;...: O 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE w Lu cn ':;:;:: :.... (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 Lu x ■ o > o FLASHING ;;;;._;.;,.. ; 4 FLASHING w o 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF y� a' cn o 1:::: ':: WINDO SILL PLATE. 1 '� A o ¢ z O w p Z a U NOTES: " WIDE 3. INSTAL FLASHING IN ORDER AS SHOWN BY NUMBERS. A 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 ) U n ¢ CONFORMING TO AAMA 711-07 4. INSTAL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED p 2 O a `� A cUJ e m BARRIE TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 w = zo �'`'''` 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS x O A ::.:::::.:.;;• a cn ::,;•::•:;:•;;:;•: LU z w 3. MECHANICALLY FASTEN AS NECESSARY PRE-CAST SILL Ash. p a ■ O ra � 140 ■ �1 N UJ z a EXT-1 rExT_2 TYPICAL WINDOW FLASHING DETAIL NOTE: CLEAN OFF x TYPICAL SLIDING GLASS DOOR FLASHING DETAIL (EXT-2) ANY DEBRIS O (EXT-1) 3 N.T.S. BEFORE APPLYING o D3 N.T.S. OPTION - A CO RAKE JOINT AT WINDOW ANY SEALANTS. ui oU oo&c m E PERIMETER CAULKING � o z WINDOWS TO BE INSTALLED 0 0 0rn .I FLASHING WIND E SECURED DIRECTLY DRAWN BY 6 TO THE URE AS DESCRIBED PER AAMA 200-12 z w CONT. DRIP EDGE ON PRODU OVAL M. STRICKLAND ce m CANT STRIP ACROSS DOOR HEAD CHECKED BY z TO DIVERT RAIN WALL P R PLAN z o WALL PER PLAN LL AS p z SILL PLATE E UIRED 0. SWAFFORD cn _ Q = w a o RAIN DRIP m Q SEE NOTE #2 REGLET 3. INSTALL BUCK. PROVIDE 11X17 - 1/2 NOTED SCALE 1° EXTERIOR \ '� "e�. -J o DOOR �_ LIQUID APPLIED FLASHING - o '- a v o V) WALL SHEATHING EXTERIOR TO MASONRY SIDE OF SHEET DATE P.T. WOOD BUCK SET IN OR CONTINUOUS SEALANT p � cn WITH WEATHER WINDOW 4 CONTINUOUS BEAD OF BUCK PRIOR TO ceo RESISTIVE BARRIER SEALANT AS DESCRIBED INTERIOR PERIMETER CAULKING ON PRODUCT APPROVAL �� INSTALLATION. O NOTES: NOTE: SHEET REVISION INFO Lu '• 4. SEAL ALL JOINTS (BUCK a o 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL � ' TO BUCK AND BUCK TO TH = m U CONFORMING TO AAMA 711-07 "'_ THIS DETAIL ONLY APPLIES AT EXTERIOR NOTE: CONTINUOUSMASONRYISEALANT. Z L zo 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS ARE AULKED z STORY WALL ABOVE THEM. TO WALL & WINDO S'CAULKED' 5. PROVIDE A LIQUID m m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND IOR PERIMETER APPLIED FLASHING OR � � � SELF-ADHERING FLASHING Lu Q Q o TO BUCK (INTERIOR FACE SET REVISION INFO z = o w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW t,` PICAL WINDOW = w Lu TO REMAIN UNSEALED). O cn 1 w Lu_ z6. INSTALL MrExT_-6� H //�� D DRIP DETAIL EX -7 HEAD DRIP DETAIL EW. AMB SEALANT DETAIL3 PROVIDE A CONTIONUOUS EXT-5 EXTERIOR OPENING OR BEA E/� SEALANT TO ALL FLANGES z_ o > z D3 EXT-6) 3 N.T.S. (EXT-7) � N.T.S. (EXT-8) O D3 N.T.S. (EXT-5) N.T. ( OF WINDOW EXCEPT AT ul) LU O 5 SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION w z "' S EACH END). STANDARD Ln Lu 0� wU) Lu Z v ' 4 7. PROVIDE CONTINUOUS NOTES & DETAILS Lu SEALANT AT INTERIOR AND m � a- Z EXTERIOR. REFER TO o ¢ w O AAMA STANDARDS FOR Lu > U z Z = � E STUCCO ON 8" CONC BLOCK WALL PT WD BUCK � INSTALLATION STEPS. K.O. = W/ (1 NT SLOPE W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL I Lu w z MIN. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" 0. PROJECT NAME Lu O HOOK BAR DIRECTION (SEE CHAR ----- & BEND DOWN INTO STAI ce w z z ) -= =_---- "� • WALL PER PLA ANY DEBRIS * FOR SPACING) _ CONC. STA NOTE: CLEAN OFF Lu _ o __ A. SITE WALL S LE _ I i ° SECOND R NY SEALANTS. BEFORE APPLYING Lu ¢ HEIGHT FOUNDATION EINF. DOWEL ; DOWELS BEND 1 o �- SIZE (W x SPACING ° a. :::. WINDO BE INSTALLED LOT/BLOCK z o = o 8 CMU STEMWALL w/ - w o ° INTO STAIRS. :.:;f: :;4_ :':..; + PER AAMA 12 �-- to 4 0 2 0 (3) #5 s CONT. 56 o.c. T N z w a #5 VERT. HOOKED INTO ' FOOTING @ 40" O.C. Q- z o o cn 0 �� , I.O3' -4" (4) #5's CONT. 48"o.c. � ° � --- TBI NUMBER a 00 z z , I_ I. d- "' o �� '- 's CONT. 32"o.c. BEND #5, 2 0 INTO SLAB i. ° a i o MIN. o z L-L 6 -1 x 1 4 (4) #5 (TYp ) 6" 5"x5" METAL FLASHING STEP OR MODEL o f- GRADE w/TAR BETWEEN CONTINUOUS N 0 z ¢ GRADE ° ` ��`1 FLASHING AND SHINGLES FLASHING ALL E- a. > — — ,i. ° ° , RUN KICKOUT LU ::: o >- z ----t9 — FLASHING 6'! PA ELEVATION NAME cCD Xv w w z Q - I Lu 0 �:;, EDGE OF ROO R PLAN Lu ALL C) z. w o PAVERS AT LAN -a-`- -�-114 - ---:�° -'-- PLAN VIE - L cc�� �- 'Lou ° AREAS, TYP. ¢ w � w --- —� , E , _ ' '-' TH SEE STAIRS & PROV cn �- U F- _ SEE CHART FOR � � '. z = z z `" FOOTING SIZE AND ETAIL FND-3B #4@ 18" O.C. E.W. SHEET NUMBER o ~ vim REINFORCEMENT INFO "d PICAL ROOF TO TYPICAL CMU -fu � � � WALL FLASHING DETAIL (ExT 4 WINDOW FLASHING DETAILD3 Q EXT-9 PRIVACY WALL ( STEM ) CONCRETE STAIRS ON GRAD v "' C° (EXT-10) 3 N.T.S. (EXT-11) D3 N.T.S. (EXT-4) u; =; z J LL_ D3 SCALE: 3/4" = 1'-0" (EXT-9) 3 SCALE: 3/4"=l'-0" ERIAL NUMBER 1009 w0Ou- Q aUf- O ' 0 TO IIIE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS UjLAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ROOFING PER CONTRACT. (CONTRACTOR TO CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING U PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) - y N z SYSTEM) SEE PLAN PRE-ENGINEERED WD TRUSS, 2411 O.C. SEE PLAN - 2X6 W/ 2" ROUND Q1 Ua _ VENT @ 24" O.C. INSULATION BLOCK v 0 x � m3/8" CEMENTITIOUS -'" 2X4 SUBFASCIA �� � SHANNON M.'VANCLEAVE,AIA a J SOFFIT 00 AR 97080 METAL DRIP " EDGE A METAL DRIP ` CEILING INSULATION z o EDGE CEILING INSULATION 1X6 FASCIA o (SEE ENERGY CALCS.) (SEE ENERGY CALCS.) z z1X4 FASCIA VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. • ¢ O cn 1/211 RIGID GYP. BD. DIAM. VENTS @ 48" DBL. 2x SYP. WD. o = 2X6 RAFTER TAIL DBL. 2x SYP. WD. 0. C., TYP. U, 00 Lu w ~o @ 2411 O.C. TOP PLATE TOP PLATE D. STUDS a w N M a m z J 2x SYP. #2 WD. STUDS @SYP. o O w FINISH MATERIAL @ 16" O.C., TYP. � a Fa.,, � w W -' FINISH MATERIAL @ 16 O.C., TYP. PER ELEVATION H ., ■ o PER ELEVATION REFER TO WALL INSULATION O A Lu 3 o REFER TO WALL INSULATION ELEV. FOR (SEE ENERGY CALCS.) w o w Q ELEV. FOR (SEE ENERGY CALCS.) �u Lu VERHANG ■ 2x SYP. #2 WD. HEADER > o VERHANG 2x SYP. #2 WD. HEADER00 > F- -SEE SCHEDULE -SEE SCHEDULE C� o = Lu ■ 0 = � SCHEDULED WINDOW � z o p SS (SEE PLAN) WINDOW ATTACHMENT x ■ � ( (SEE FLOOR PLAN) w Lu z WINDOW ATTACHMENT COMPLIANT W/ FBC-R O > O COMPLIANT W/ FBC R a A 0 w o �, 2x SYP. #2 WD. STUDS @ w A 2x SYP. #2 WD. STUDS @ 16 O.C., TYP. � A Z o z 16" O.C., TYP. Lu o WALL INSULATION C a a A L w o WALL INSULATION (SEE ENERGY CALCS) �. U M ¢ (SEE ENERGY CALCS) EXTERIOR STRUCTURAL a z EXTERIOR STRUCTURAL SHEATHING AS REQUIRED o Q CONNECT WALL PER x w-cef = O SHEATHING AS REQUIRED CONNECT WALL PER BY FRAMING DETAILS FRAMING DETAILS p-+ O z BY FRAMING DETAILS FRAMING DETAILS LU z LU 2x SILL PLATE FINISHED BASE MOULDING '� 2x SILL PLATE FINISHED BASE MOULDING N � 0 3/4 GYPCRETE (OPTIONAL) w o � 3/4" GYPCRETE (OPTIONAL) F- z WATER RESISTANT BARRIER 3 4" THK. T&G SUBFLOOR TOP OF C) ¢ TOP OF / FLOOR o WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR FLOOR (2 LAYERS REQUIRED), TRUSS d " (2 LAYERS REQUIRED) TRUSS POLYETHYLENE HOUSE WRAP U m POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM Lu O OR APPROVED EQUAL SYSTEM ROOFING PER CONTRACT. (CONTRACTOR TO a o ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED w DRAWN B 2x RIBBON FASTENED w TO FLOOR TRUSSES 0 o cin PROVIDE PRODUCT APPROVAL FOR ROOFING SYS"hEM) M. STRICKLAND z TO FLOOR TRUSSES Q PER TRUSS ENGINEER v cef w SYSTEM) SEE PLAN PER TRUSS ENGINEER CHECKED BY z C° WAINSCOT/TRANSITION PRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN WAINSCOT/TRANSITION z o 2X6 W/ 2" ROUND WAINSCOT/TRANS F 2x RIBBON FASTENED 0. SWAFFORD O z VENT 2411 O.C. BATT INSULATION BLOCK @ TO FLOOR TRUSSES INSULATION REQUIRED SCALE � cn ¢ � 2x RIBBON FASTENED � oc INSULATION REQUIREDAT _ Lu TO FLOOR TRUSSES AT GARAGE SEE 2X4 SUBFASCIA PER TRUSS ENGINEER ENERGY CALCS) PER TRUSS ENGINEER ( 22 X 34 = SCALE AS NOTED - a, 3/8 CEMENTITIOUS ENERGY CALCS) PRE-EN >-C� 11X17 - 1/2 NOTED SCALE C13 ¢O J SOFFIT y PRE-ENGINEERED WOOD FLOOR TRUSSES VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD METAL DRIP TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD EDGE ENGINEER FOR TRUSS LAYOUT) SHEET DATE J F- o = ENGINEER FOR TRUSS LAYOUT) ` 1/2" GYPSUM 0 0 METAL DRIP ' J 1/2" GYPSUM CEILING INSULATION � WALLBOARD ON STUDS d O EDGE CEILING INSULATION WALLBOARD ON STUDS 1X6 FASCIA PLATE ac cn DBL. 2x SYP. WD. TOP PLATE (SEE ENERGY CALCS.) DBL. 2x SYP. WD TOP, (S WALL INSULATION SHEET REVISION INFO W/ WALL INSULATION � ^ (SEE ENERGY CALCS) -- (SEE ENERGY CALCS.) (SEE ENERGY CALCS) VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. SCHEDULED WINDOW o1X4 FASCIA 1/2" RIGID GYP. BDA` SCHEDULED WINDOW DIAM. VENTS @ 48 DBL. 2x SYP. WD. (SEE FLOOR PLAN) DBL. 2x SYP. WD. SEE FLOOR PLAN 0 CP' TOP PLATE WINDOW ATTACHMENT WINDOW ATTACHMENT COMPLIANT WITH FBC-R -- HEADER , SEE FRAMING � = m � 2X6 RAFTER TAIL LATE HEADER , SEE FRAMING PLAN FOR SIZE AND DEPTH @ 24 O.C. TOP P COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS _ FINISH MATERIAL @ 16" O.C. TYP. ` Z `= ot7)4 z 2x SYP. #2 WD. STUDS m m w FINISH MATERIAL @ 16" O.C., TYP. PER ELEVATION J 2 PER ELEVATION INSULATION REFER TO WALL INSULATION ) SET REVISION INFO a o o REFER TO WALL INSULAT 0 ELEV. FOR (SEE ENERGY CALCS. o LU ELEV. FOR (SEE ENERGY CALCS) VERHANG Lu J w VERHANG R �S EYSCHEDUDE HEADER O z ¢ = 2x SYP. #2 WD. HEADER Lu'- v -SEE SCHEDULE a a- cn m C7cl� wz SCHEDULED WINDOW SCHEDULED WINDOW SHEET DESCRIPTION z O > SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) cn O o SCHEDULED WINDOW (SEE FLOOR PLAN) STANDARD o w z U) (SEE FLOOR PLAN) } w o z �' 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON Ln w O LLBOARD ON 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION NOTES & DETAILS _ U 1/2 GYPSUM WA STUDS W/ WALL INSULATION SEE ENERGY CALCS STUDS W/ WALL INSULATION (SEE ENERGY CALCS) (SEE ENERGY CALCS) ( ) m m Z (SEE ENERGY CALCS) o ¢ w o EXTERIOR SHEATHINGJO ~ "- z o SHEATHING TO EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO 2x SYP. #2 WD. STUDS @SYP. C. WD. STUDS 2x SYP. #2 WD. STUDS BE FLUSH WITH THE EDGE 16" O.C. TYP. BE FLUSH WITH THE EDGE @ 16" O.C. TYP. z z EXTERIOR 2x SYP. #2 WD. STUDS BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" PROJECT NAME � a BE FLUSH WITH THE EDGE @ 16 O.C., TYP. OF THE FOUNDATION, 1/4" @ 16" O.C., TYP. OF THE FOUNDATION, 1/4" Lu cn ¢ GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION LU = z OF THE FOUNDATION, 1/4 GAP BETWEEN FOUNDATION 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE °- U) o GAP BETWEEN FOUNDATION 2x P.T. SILL PLATE AND SHEATHING ce a(n c`-n AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING WATER RESISTANT BARRIER WATER RESISTANT BARRIER ce O o z WATER RESISTANT BARRIER WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) 1 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION o I CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS o (2 LAYERS REQUIRED) PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP I PER FRAMING DETAILS OR APPROVED EQUAL SYSTEM ¢ = o w POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE oL OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE LOT/BLOCK LU PLATE SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE z o = O SHIELD UNDER SILL FLASHING FLASHING Lu F- � FLASHING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING TBI NUMBER MAIN FLOOR MAIN FLOOR MODEL FLASHING FINISHED BASE MOULDING ° �- � zOz OR a ELEVOI.OII ° ° - E z o z Ln 4. MAIN FLO MAIN FLOOR ELEV 0'-0" o ELEV 0'-0" ELEV OI_oIl ° ° ii i- _ z a II I i o ° - ALL f Q o z - — II a I 4" CONC SLAB W/ ELEVATION NAME "' � 4" CONC SLAB W/ -III— 4 CONC SLAB W/ -III— ° VAPOR BARRIER ' z o ° - 4" CONC SLAB W/ - I— ° i I I ° VAPOR BARRIER z I in w I - I ° VAPOR BARRIER I= _ I ALL ,-� a III— ° VAPOR BARRIER I_I I _ I oN Lu � ww I —II — z II — z I — I N LLu I = ° a SEE FOUNDATION w I— a 4 SEE FOUNDATION I o aw. o Q I = J — ° Q 4 SEE FOUNDATION ! ° • . PLAN FOR SIZE AND - PLAN FOR SIZE AND ! ,-a w J _ ° a SEE FOUNDATION - - j Q w • ° • PLAN FOR SIZE AND " ! ° • PLAN FOR SIZE AND M TYPE OF FOOTING `' TYPE OF FOOTING TYPE OF FOOTING "' TYPE OF FOOTING f L o SHEET NUMBER Z = z EXTERIOR WALL M ~ ce w EXTERIOR WALL ozw � TION WITH WINDOW 4 TWO- STORY WALL SECTION D7 i to � � � = 4 WO- STORY ALL SECTION 3 SEC O � 3 SECTION WITH WINDOW T "' t5 m w D7 „ - 1,-O„ D-7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-O" ERIAL NUMBER 1009 ~ z J D7 " SCALE. 3/4 - "-' o o U. SCALE: 3/4 = 1 -0 ~ ¢ u o 0 E , TO I!IE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS UIiAWING COMPLIES WITH THE APPLICABLE MINMUM BUDDING CODE N EFFECT AS OF DATE OF CERTIFICATION BELOW. u SET MIRROR 3 SET MIRROR 3" FROM DRYER VENT (TYPICAL) CD END OFF BACK SPLASH MIRROR=VANITY -5" SROM INSIDE CORNER GAS PIPE (TYPICAL) - �= FOR GAS DRYER ONLY ---------- -----------i M `\\ cal 11 m 1 -2 _ o DRYER VENT (TYPICAL) SHANNON M.7VANCLEAVE,AIA 0 o COUNTERTOPS = 0 ce m AR 67080-- COUNTERTOPS PIPE TYPICAL 36" HIGH X � Lu FOR GAS DRYER ONLY (VANITY-5") MIRROR "' w o z w OUTLET BOX --------------------- _ Q 1/4" MIRROR DRYER VENT BOX- -----OUTLET ATTACH PER MFR. 0 0 CENTER SIDEWAYS O INSTRUCTIONS ■ ¢ o IN BACKSPLASH D C� D D 1/2" RECESS 5u W ce FOR MIRROR ATTACH PER MFR. z cn ED ❑ o _ _ _ INSTRUCTIONS 00 Lu a' 0 " P.T. SILL PLATE iv P.T. SILL PLATE a w cn wCL- o ce_ - 2X4 HALF WALL 2 YORKTOWNE Z m M o J TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) o Lu Lu0 jr CABINET p q 4 o VANITY MIRROR INSTALLATION INSTRUCTIONS: 0 w ¢ WITH PEDESTAL U w ❑ L mo 1. MIRROR T BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO.HOLD SECURELY IN PLACE. w r-, NOTE: ■ S o = w 2. AT BATHR OMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, o z = CORNER. (Y RKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) BOTTOM, OR REAR VENT LOCATIONS. � o o � o NOTE: BRACKETS REQUIRED IF Lu „ 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM Q1 x ° o j Zo COUNTERTOP CANTILEVERS MORE THAN 10 BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 LENGTHS PER MANUFACTURER'S SPECIFICATIONS. � a O w o E 1 2 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. A A o z _ DRYER VENT BOX FOR DRYER ONLY A z uj _ ETAIL INT-2 MAS ER BATH MIRROR WOOD TRIM DETAIL INT-3 � 2 W � v INT-1 KITCHEN HALF WALL D _ „ _ „ (INT-3) � a A w & Lu z _ (INT-1) D$ SCALE: 1/ - 1`0" (INT-1) �$ SCALE: 1/2 - 1 0 ¢ D8 SCALE: 1/2'1 - 1 0 Lu & Z TILE OR STONE ON 1/2" COMPARE �- 0 3 MANUFACTURERS r >- OVER Y4"/AEXTRPLOYWOODDIM OF TUB & w Z w PUMP LOCATION ON 2X4 FRAMING. . �. "' 0 0 o TOLL APPROVED TILE BACKER (REFER Lu z __j TO CONTRACT SPECIFICATIONS) 1-? & VARIES - SEE PLANS ol o WALL TILE REFER TO FLOOR PLAN, LU O a -� v � m 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE STUDS (3 WALLS) 2X4 @ 16" O.C. ce o z DRAWN BY ¢ O Q o z ¢ Lu VINYL LINER (3 WA ENDED 5" fs o CORNER SHELF 1 CERAMIC CORNER M. STRICKLAND Lu UP WALLS � O O CHECKED BY z o FLOOR TILE SHELF AT 48 A.F.F. _ 2X4 LEDGER 0. SWAFFORD o ¢ SILI ALANT BETWEEN o °1°, x x DROP IN TUB N SCALE � _ D WET BED 0 Lu ` N N Lu Lu w Q 2" SHOWER DRAIN � + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED � zw FL w > Q ¢ D _ 11X17 = 1/2 NOTED SCALE o HRESHOL f- ¢ �- SUPPORT UNDER SHEET DATE o Q 2X4 TO BE P.T. i-- w - TILE AT DOOR w WHEN IN CONTACT TUB AS REQ. BY 0 0 THRESHOLD WALL TILE W/ CONC. y U- . ' . ' - �- - �� � - � �� � MANUFACTURER'S. d o SHEET REVISION INFO v' OAT WETBED PLAN �- Lu o ADJUSTABLE o i- SHOWER DRA FR-33 DROP IN TrU B DETAI L � o o LINER EALANT @ - t = m U 2" SHOW IN FLANGE OFING FELT . � o � NOTE: D8 SCALE: 3/4" = 1'-0" (FR-33) z zo NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AN SHAPE VAIRES BY MODEL AS SHOWER ELEVATION ¢ w cn BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUM ING ACCESORIES. REFER TO >- m z MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. P w m OF� �'1O� SET REVISION INFO J � w ER SHELF LOCATION 0 W w & CURB O N FRAMED FLOO INT-5 TAN DARD SHOW END POST TIED INTO FLOOR P o cn ¢ _ SHOWER „ _ (INT-5) JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. �z (INT-4) D S ALE: 1/2 - 1 0 \ a g m 8 SCALE: 3/4" = 1'-0" 0 ce Lu END POST TO PENETRATE SHEET DESCRIPTION o 0 o SUBFLOOR. LU STANDARD j g w cn FACE NAIL END POST TO z Lu o BLOCKING. NOTES & DETAIL m a z 2x BLOCKING BETWEEN LU FLOOR TRUSS AGAINST Lu z = o END POST. / z J z ''/'�/' PROJECT NAME w � a ¢ „ SUB FLOOR. w za / w O uj Lu Lu 0 3 i v w = LOT/BLOCK z o w �� \ �' ,'';'%' /' '�� �' TBI NUMBER C x o C w i' �/ ice/ ,/ \\\\\\ Y ' �i / // / moi %moi fl. Z Z Z LA- Qo �T MODEL ` O ��� �� i' �/ /� \ \ \ / ,� ' i' ALL J y ' i \ \ \// i U W a FLOOR TRUSS. /' ELEVATION NAME NAILS(TYP) f-- a. � > N Lu ALL Lu � w LL N Z w O Q Lu SHEET NUMBER > ~ zo o z = 1-Lz Z uj w U) to o (FR_�34HALF WALL TIE-IN DETAILD8 L_" cn � o � o w m 08 N.T.S. (FR-34) ERIAL NUMBER 1009 _j ,--, LLl JZJ � . 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