Loading...
1696 ATLANTIC BEACH DR - NEW RESID. ARCH dwgs TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON 11415 DRAINING 0"LIES WITH THE APPLICABLE U1IRMLIM WLDING CODE IN EFFECT AS OF DALE OF�CI7T^.ATION BELOW. Ln CV o Z N `. LU = 0 5 _ CQ.. J 0000 _ SHANNOkW 'jAT)CLhAVE,AIA AR-9-7080 zU_ . O inz ¢ p z' Lm F— ■ � aW.. m 0 W J GRAPHICS ABBREVIATIONS U_ o # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER a w M LU o LIST OF DRAWINGS PARTIAL SECTION INTERIOR ELEVATION & AND FLR. FLOOR SQUARE INCH '-a r LU a _ DETAIL NUMBER _ DETAIL NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND �' a F ■ oLL' o C1 Cover Sheet - Index of Drawings ___ DRAWING NUMBER DRAWING NUMBER @ AT F.P. FIREPLACE LUMBER �'"' GN1 General Notes A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM A ■ in O = BUILDING SECTION p _ ABV. ABOVE FT. FEET P.T. PRESSURE TREATED w 8 zt Z DETAIL CALL OUT DETAIL NUMBER �' _ ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD `' �j ■ �' 00 0 W � 0 SLAB LAYOUT - _ _ _ - DETAIL NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER ■ > L" A.F.F. ABV S 0 E FINISHED FLOOR PLW. PLYWOOD ■ J ,,�,, o ___ ___ DRAWING NUMBER � � ___ DRAWING NUMBER AHU AIR HANDLER UNIT GAL GALLON �-' W � A1.82 Slab Layout for Coastal ■ o E ALT. ALTERNATE G.A. GAUGE R RISER x o z A1.N Slab Layout Notes Schedules and Details % ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR a A - f w c[ 0 d� CEILING HEIGHT CHANGE a O F- = V GFI GROUND FAULT RAD. RADIUS A ►-� W 0 FLOOR PLANS ..CENTER LINE B.B.Q. BARBECUE INTERRUPTER w A � n z BD. BOARD REF. REFRIGERATOR A Z 4c GL GLASS REINF. REINFORCING w 0 � - ELEVATION MARKER SPANISH TILE B.F.F. BELOW FINISH FLOOR a �c G.W.B. GYPSUM WALL BOARD RM. ROOM a a A w z A2.82 First Floor Plan for Coastal BOTT. BOTTOM = o u, A3.8Z Second Floor Plan and notes for Coastal _ SLAB RECESS SHAKE SIDING BR. BRICK R.O. ROUGH OPENING r Z z H HIGH RQD. REQUIRED 0 SIDING w A3.N Floor Plan Notes, Schedules, & Details � G BKFST. BREAKFAST HB = 0 HOSE BIBB R & SH ROD & SHELF Q 0 0 o FRAME BEARING WALL BRICK CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL a ■ O 'ale 0 z ¢ EXTE RIO R ELEVATIONS & ROOF PLANS INTERIOR WALL (NON-BEARING) STUCCO FINISH C.J. CONTROL JOINT HGT. / HT. HEIGHT ■ w N 0 _ _ CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET o CMU MASONRY WALL = _ = EARTH CLG CEILING =._ SGL SINGLE a o J A5.82 Front , Side Elevations & Notes for Coastal CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET o °° A5.1.82 Rear, Side Elevations and Roof Slope,Plan for Coastal GABLE END WALL INSULATION C.O. CLEAN OUT INT. INTERIOR SH. SHELFit C:) Z _ I.L.O. IN LIEU OF SHWR. SHOWER A5.2.82 Exterior Elevations Details for Coastal FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN 0 0 0 . . . .....�. DROPPED SOFFIT � — � PRE-CAST LINTEL HEADER COMP. COMPRESSOR SL. SLIDER z w A5.3.82 Exterior Elevations Details for Coastal / CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY `t cc °C CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR z [v m L LONG SPRG. PT. SPRING POINT S.PROFFITT BUILDING & STAIR SECTIONS DB. DOOR BELL LAV LAVATORY STD. STANDARD CHECKED BY Ce th Q LDS` LAUNDRY STL. STEEL DBL. DOUBLE S.VANCLEAVE _ a g A7.82 Building and Stair Sections for for Coastal DR.& SH. DOUBLE ROD AND SHELF z LIN LINEN STOR. STORAGE O w DECO. DECORATIVE LT LAUNDRY TUB SCALE m ¢ > DET. DETAIL M.B MASTER BATH T TOP AS NOTED J o _j DET. TONGUE & GROOVE o ~ < DIFFUSER LAYOUT DIA. DIAMETER �--OAX MAXIMUM TEMP. TEMPERED 11 X 17 = 1/2 NOTED SCALE DIM. DIMENSION M.C. MEDICINE CABINET HK. THICK 0 0 DN o DR. DOWN MFR. MANUFACTURER .0. TOP OF SHEET DATE d p M1.82 First Floor Diffuser Layout for Coastal DOOR MIL: MILLIMETER T.O.B.B. TOP OF BOND BEAM a 0 < M2.82 Second Floor Diffuser Layout for Coastal DS. DOWNSPOUT MIN. MINIMUM TR. TREAD 02-06-15 D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM SHEET REVISION INFO Na°C. 0 Z DW DISHWASHER MLDG. MOLDING TYP. TYPICAL 1 RFI #105059 SV 3-11-15 = m oU DWG. DRAWING M.P.H MILES PER HOUR ~ w Z ELECTRICAL LAYOUT MT METAL THRESHOLD RFI #110332 F.M. 6-09-15 UC UNDER COUNTER M = o z E EGRESS U.N.O. UNLESS NOTED E.E. EACH END LU W 5 E1.82 First Floor Electrical Layout for Coastal E W N• I.S. NOT TO SCALE OTHERWISE o J d E2.82 Second Floor Electrical Layout for Coastal EL EACH WAY Uj z = w ELEC. ELEVATION O.A. '= OVERALL V.B. VAPOR BARRIER `f' w w SNCL. ELECTRICAL O.C. ON CENTER VERT VERTICALENCLOSURE SET REVISION INFO o Z STANDARD NOTES & DETAILS ENG. ENGIN ERED O.H. OVERHEAD V.T.R. VENT THROUGH ROOF a `n EQUIP EQUIPMENT OPT. OPTION(AL) Q OPNG.: OPENING W WIDE EXT. OSB W WITH z o =, z D3 Standard Notes & Details EXTERIOR ORIENTED STRAND BOARD / 0 D7 Standard Notes & Details w = D8 Standard Notes & Details W.C. WATER CLOSET o w z PED. PEDESTAL SINK WD. WOOD SHEET DESCRIPTION X: cnaZ POLY POLYVINYL WDW. WINDOW L9 W o P.S.F. UNS PER W.I.C. WALK-IN CLOSET COVER >- 9 Ncc Q o SQUARE FOOT WP GFI WATERPROOF GFI �; o �...� W.W.M. WELDED WIRE MESH o OUSE E HEST ELEVATION ABBREVIATIONS W,W,F, WELDED WIRE FABRIC Z = 0 DESIGN CRITERIA ABBREVIATION FULL NAME ELIEVATION CODE 2 � a MAN. MANOR 3 LU Z - - WIL. WILLIAMSBURG 07 0 T 0 STORY FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE GROUP R3 PRO. PROVINCIAL 08 PROJECT NAME ce W z Z SECOND FLOOR FRAME BUILDING TYPE: V - B CHA. CHATEAU 09 ATLANTIC BEACH 00 VER. VERSAILLES 10 H U A DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: IIcLA. cLAsslc 18 LEGACY = F. C. RESIDENTIAL 2010WIND DESIGN BASED ON ASCE 7 MED. MEDITERRANEAN 19 o U- W TRA . TRADITIONAL 20 DUVAL O N'�Y z Lu o = O F. C. MECHANICAL 2010 ULTIMATE DESIGN WIND SPEED = 130 MPH COU. COUNTRY MANOR 21 (n z ~ Ce HER. HERITAGE 22 LOT/BLOCK 2Q 82 C) o Z F. .C. PLUMBING 2010 NOMINAL DESIGN WIND SPEED = 101 MPH CMN. CIMARRON 28 TBI NUMBS 82 o Z F. .C. ENERGY CONSERVATION 2010 EXp _ MSN. MISSION 30 a, z W o � OSURE B MOD � o Z � F. .C. FUEL GAS 2010 CFT. CRAFTSMAN 31 CD pn W ENCLOSED BUILDING scL. SPANISH COLONIAL 32 FRANKLIN F. C. ACCESSIBILITY 2010 INTERNAL PRESSURE + BOR. BORDEAUX 33 W W o � U COEF. . 18 -.18 BRO. BROUGHAM 39 L , W U_ N. .C. ELECTRICAL 2008 F— ELEVATION NAME C z W O FOR WINDOWS & DOORS SEE FLOOR REN. RENAISSANCE 40 W N. 1P.A. 101 2012 PLAN FOR ACTUAL PRESSURES VIE. VIENNA 41 cn ALL N � U) Ce o; ,Q w s ,� A CE 7-10: MINIMUM DESIGN LOADS TUS. TUSCAN 44 CDP z ~ z0 THIS DRAWING AND DESIGN IS VALID CLS. CALAIS ;46 z z FEMA RULES & REGULATIONS FOR 12 MONTHS AFTER THE DATE IT ITA. ITALIANATE 57 w � o ITV. ITALIAN VILLA 58 'Q SHEET NUMBER ca o z = IS SIGNED AND SEALED OR WHILE sHN. SHINGLE 62 Q 0CURRENT CODE IS VALID PBC. PALM BEACH 80 �-- w Uj � W CRB. CARIBBEAN 81 = V CST. COASTAL 82 (� 6j � z _3L! o � OOu- 0 BTN. BOCA RATON 89 INNNNNNI ERIAL NUMBER 1010,0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION T°THEBESfoFMESWrr�cE,niEnE +aNUMU11MINs DRAWAIG�MPIIES MRiH THE APPLIGIBIE MIIQMUM Bl!<LDIN6 WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANScow mUWAS°F°"R°FceamnmWOW. v SECTION R318 PROTECTION AGAINST TERMITES SIZES BRACING ANCHORAGE CONNECTIONS TRUSS LOCATIONS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE AND DETAILS SHOWING MEMBER z SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED AMIAMI-DADE N TERMITE PROTECTION SHALL BE PROVIDED BY EGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE - c�n PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE w OF TERMITE PROTECTION LABELED FOR USE A I 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 SECTION 202, REGISTERED TERMITICIDE). UPO COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. Q o PROTECTIVE TREATMENT, A CERTIFICATE OFC MPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND 2 15 -� ao DEPARTMENT BY THE LICENSED PEST CONTROL OMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, r -i "THE BUILDING HAS RECEIVED A COMPLETE TR ATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD O O TERMITES. TREATMENT IS IN ACCORDANCE WIT I RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL v F' DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE sHANNdr4 M vA1VCC AVE,AIA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. AR-97D8-0 A 97D$-0 1) METHOD OF TREATMENT SMALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORAT`E UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OR BORA-CARE PRODUCT METHODS MUSTBE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY 0 o APPROVAL DATA MUST BE ON FILE WITH E BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY Q 0 LOAD BEARING z 0 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. `t CA PORTIONS OF WOOD ARE REQUIRED TO E FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z w OF THESE WALLS. ■ U.] OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS ch w o 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. ■ m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" N 0 w J CAST IN PLACE CONCRETE O/C WITH SINGLE TOP AND BOTTOM PLATE. 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES a a a 0 A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK o z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH. TYPE S - 1800 psi AT 20 DAYS H ° Lu ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DO ESTIC DEFORMED BILLET STEEL CONFORMING TO LU H Co0 ASTM A-615 GRADE 6fl. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. O A w j>uGLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. W ❑ 0 = W 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE C3 ■ g C) 0 0 = 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 z z PER PLAN WHEN FIBERMESH IS USED ILO WWF DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON o "SET" EPDXY ) MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE ♦ ❑�• 0 THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH tp S w � cn USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE >, � ■ � o w o 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2„ THICK AND CONTRAST WITH 2up5. HORIZONTAL FOOTING BARS SHALL BE BENT 5" AROUND CORNERS OR CORNER BARS WITH A THEIR BACKGROUND. x ❑ con o 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a O Z o F- z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO 0-4 = O 6. MINIMUM LAP SPLICES ON ALL REINFORCING 3AR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO A v 4. MISSED LINTEL TAP / W A STRAPS S FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL A Z ►-+ ce w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED T EARTH 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 v � z �� PLYWOOD PANELS. � �„� 'Q 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6 AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY a a- SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C � a z CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDSCONTACT ARCHITECT OF RECORD FOR SUBSnTUTION. . O a A 3 a 9. FOR SLAB ON RAD PROVIDE � GRADE, 0 IDE 4 CONC. SL B W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED � O A >- z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER OUTDOOR KITCHENS x ,,..� w ( I ER MESH STRUCTURAL DESIGN CRITERIA �� NON-COMBUSTIBLE. � � pG o _ Q � MAY BE USED ILO WWM, WHEN FIBER MESH ME TS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE rs, ~ o o FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE ■ 0 o FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N W w .� RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF ■ �,, P z J 10. WHEN THREE OR MORE BARS ARE REQ D., THE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. � O ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" PACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS ce O STAIRS 40 PSF ANCHORAGE O� J 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. SHALL MEET ASTM A-615 REINFORCING FOR F00 ING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF a0 U CONCRETE PADS, TOP REINFORCING SHALL BEP SITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 0 0 CL 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 FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ac WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE °yw DRAWINGS: STRENGTH 3. METAL AND WIRE LASH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT �- m @ 28 DAYS OF 4D GALVANIZED OR,BLU�COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND FTGS WALLS COLUMNS BEAMS SLABS: 40 DIA. OR 25 MIN. BENT OVER TO ENGAGEINOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATA SHALL BE CHECKED BY z 0 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 iQ Q FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THEE UIVALENT OF NO. Lu ALL REINFORCING BARS ASTM A615-60 60,000 PSI 11 A i Q A. BARLEY Lu L TEMPERATURE REINFORCING: 20 DIA. OR 1 -0 MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 3 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 / INCHES LONG HAVING A HEAD NOT LESS THAN � z w WELDED WIRE MESH; 8 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF /s INCH IN DIAMETER. SCALE ED ¢ > MASONRY WALL CONST. FIBERS PER CUBIC YARD J "' CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS � � Q 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING � r MIRRORS SHALL BE CHORED TO STUDS WHEN IN EXCESS OF 9 S.F. o = TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED w L UNITS: DURING CONSTRUCTION U- o 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. H.V.A.C. NOTES SHEET DATE d 0 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: W b AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8 TO 11 . STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION 0 ce � 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE 19% M.C. MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO a o z WITH COARSE GROUT. ( ) 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 = m v 5. VERTICAL REINFORCEMENT SHALL BE HELD If POSITION AT THE TOP AND BOTTOM AND AT A 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. F- o cn MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER ( / ) 0 Ln 0 OF THE MASONRY CELL TYPICAL UNLESS OTHER ISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ,= z 6. REINFORCING STEEL SHALL BE LAPPED A MIN MUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES m to w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRA MATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. -j � ANY DISCREPANCIES ON iE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR U.1 0 0 7. GROUT STOPS SHALL BE PROVIDED BELOW B ND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK DO NOT SCALE ELECTRICAL DRAWINGS. Z m0 Lu CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO � U) w w TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FELT PAPER AS A STOP IS PROHIBITED. TRUSSES; Lu Z 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER]DINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. ¢ m ENGINEER APPROVED SUBSTITUTION) AT ALTER ATE 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. 8 . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. �. o o WOOD CONSTRUCTION SMOKE AND CARBON MON XIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO F- w = WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z v 1. ALL WOOD MEMBERS EXPOSED TO WEATHER R IN CONTACT WITH MASONRY, CONCRETE OR SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION ( w o z SOIL SHALL BE PRESSURE-TREATED. 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 _ z v O 2. ALL EXTERIOR WOOD STUD WALLS, BEARING ALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL z w FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE ND BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 >- � ce 0 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES m R z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS.. 0 < w o 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF Lu ui¢ STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. z z = 0 PLUMBING LINES ETC. SHALL BE REPAIRED WIT SIMPSON HSS2 STUD SHOES,TYP. U.N.O. LIVE LOAD: 40 PSF � (D J Q TOTAL: 60 PSF ALL HABITABLE AREAS MU§T BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Lu Ln < cn 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO cc w = 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 a 0 cn zo STEEL. IT IS THE CONTRACTOR'S RESPONSIBILI TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. ' cn � AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C' CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL cc z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL z w CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR 0 � DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% W = o OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Q = 0 w STRUCTURAL STEEL IN EVERY KITCHEN FAMILY ROOM DINING ROOM LIVING ROOM PARLOR LIBRARY DEN SUNROOM Lu ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL 0 w cn ALL STRUCTURAL & MISCELLANEOUS STEEL A36'16,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z w H GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A5 , TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - E z z z w WELDS. E70XX ELECTRODES STRUCTURAL BOLTS. ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS C:> STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY c z 0 c" PLUMBING NOTES TBI NUMBER - cv zo CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE cin 0 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 0 F' FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL 0 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 " W 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. S / BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE ALL oR407.3. 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 o Cw.7 � w � THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ELEVATION NAME cv z w o 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-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. GENERAL NOTES Ly w MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND E: ¢ ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND > Z F=- z 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. z = = z MEMBERS ARE NOT SHOWN, BUT SHALL BE DESI NED 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 P-4 ceLu 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 � 0 zo s 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 13/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. Q 0 IF THE LAYOUTS CANNOT BE MATCHED, THE TRU 5S 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. juu m w DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE ~ GN1 o z J TREATED 2x8 STUDS MAY��BE SECURED TO THE MASONRY WITH 1/4" DIA, x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). N J o o U- 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/ o a u F- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C. ERIAL NUMBER 1010.0 TO THE BEST'OF W WMEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE R�uN WIRING CODE IN EFFECT AS OF DATE OF CEIXT MIION BELOW. Lo V O Z - N '. to \ - ce uj 15 oc ao •�' J 0 0 `�\ �"3 ~ B SHANNON, VANCL&AVt,AIA A7.82 66'-8" QZ u- Q 0 ^1-1011 471,011 7'-1011 Z Z y Q� 1_ 11 1_ 11 171_011 31_011 6'-011 101 Z (n W 1 8 8 2 48" X 48" CONC. PAD 7 ■ 1-4 W & 3" ABOVE GRADE � a � ■ 0 00 ce O W J 811 811 W W D M "- � Q �.11 0"Q ' cd h� W i- PROVIDE GAS LINE PROVIDE GAS LINE � a o z FOR GAS COOKTOP FOR TANKLESS GAS ■ Wui Q W.H. B-,- = ao O A W ~ O r-------- -------- ----------------- -------------- ---� �--- ■ Q ^' LLIW O 00 = � I I I 1 i N ■ v1 n O Q _ 71_2111 1 ■ 00 Z 1 2 II i g Lu ,-RLLQ I I ■ i US Lu P-4 _ I 1 W 0 0 -' -_- cn 0 �r -, 1 1 ' �.N c a O = o W a Z0 I I ''.J I — — -' r-a A I••I F- = V as I I A1.N 00 ,�,+ w A Q � I _11 I I I 1 a W z I e'J I ; �- TYP. A U p `z iL___J I I 1 ' *� i SLOPE @ 1/8" PER FOOT_ "„4 <C a A a Wi z ------ C)Ln Li 1 O Ra A Z UJ Q 0 0 I II 0 N 11 u_ L--------------- I L- J cV o cc PROVIDE ELECTRICAL' ce- u- CHASE FOR ISLAND � i o ' 2 O J n i i i o 1 211_811 �.N O O 0- m 141-211 --- _� ,-� ----- co LLJ ce ce a 4" PLUMBING _ 11 0 o W WALL TYP U.N.O. I o+ 0 0 DRAWN BY Q 2: ce _ __A_ _+___]--, 'I cj�V � Lu it 1 �� i Cl c S.PROFFITT z , 1 _sy�-_=_-1-4 CHECKED BY V 0 Q �t -- ----- - s a L ------- --------------- `fi .VANCLEAVE W _ -------------------- 1 n C--------- ----------------- -� -------------------------- --- 151-4 � ---- --------------� - f C _ cO 1 15 -4 -i L--J L-I SCALE � z °2 1 L i I _ co ,� �' - 1 A1.N 1 i _ o AS NOTED J o a np, •� -6" ' ; N A 11 X 17 = 1/2 NOTED SCALE ow A - - - - T - - - - - - - 0�0�- - - - - - - - - - - - - - - - - - - - - - - - - - 0 o v, A7.82 A7.82 J cc I FINISHED FLOOR SHEET DATE NOTE: �� ' 1 L__ J -F-11 - 02-06-15 CD a o i FIN. FLOOR TO BE 18" MIN. ] --- ------i SHEET REVISION INFO 0 i -6 ii II 1 11 I � / ABOVE CROWN Of ROAD. 1 , 1 I 1 W o r WOOD DECK 1 RFI #105059 SV 3-11-15 �; n � cv ON STEMWALL i I I 1 WOOD DECK RFI #110332 F.M. 6-09-15 Lu o V) -1 %n I 1 ��--� � ON STEMWALL II I II 1 _ r I - Co W s L_ I`` 11 +� C I WJ Q Q i --+- � �I i I j I I I 1 � 1 Q I 1 ( 1 II I II Z = Lu ' in ' ' ---- I , ; `M-1 SET REVISION INFO W ' 19 32 ,,, ' ----------, I1 1 W Z Q i 1 --- I I I L 1 J t/) >- 0 -011 I I I I ( M I ,-I 1 Ln zz O > ' i i 1 1 I I 1 O En 0 ' 1 II I II I Z U ! ! , ; ; ! ' SHEET DESCRIPTION 0 W Z ISO ° -- -�---- -- ---------- ------ - -----U---- ----------- - I cn Lu O Z --------- ------ L- r------------------ 11 n -------------- SLAB LAYOUT Z w oo =i=H B PROVIDE GAS LINE 1 m ce a z11 11 FOR GAS FIREPLACE 6'-011 0" 0QWO 8 -2 Z '-10 Z = 0 411711 I 50'- 0" 6'-10" JQ Lu Ce LU `= 661-8" PROJECT NAME 0- 0 o Lu Q; z ATLANTIC BEACH oCWZZ 0 f--4 � 2 B LEGACY ujuW A7.82 � =) w :3= AYOU DUVAL z0W � SL ABL ,_ LOT/BLOCK 1782 z F-- ce SCALE: 1/4"= V-0" COASTALz o zTBINUMBER2 E . ozo MOD C Q Lu 0 -nrn N & W Q FRANKLIN � M > W UJ Z ELEVATION NAME Z W w i Z Q Ln Z W o t,n COASTAL [V can- cece W v, QW � � C) V r- u NOTE: FIELD TO VERIFY ALL GAS LINE z Z LOCATIONS PRIOR TO POURING SLAB Q SHEET NUMBER w 5' c v �o cn I— ce ADDITIONAL NOTES, DETAILS & SCHEDULES = 182 �W W co W ■ ,,_, Z J U a; _jo J CAN BE FOUND ON THE A1.N SHEET. a QV � o ERIAL NUMBER 1010.0 M THE BEST OF MY MWLED(E,,THE DES=WWW ON M DRAWING COMM WITH THE AMMIME KNIMU14 INADIHG SLAB LAYOUT NOTES : INCODE EFFE<TASOFDATEOFGTIONBELOW. Ln V N Z W 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 015 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. SHANNOro M A-NCLEAV'E,AIA AR97080 z o INDICATES DOOR OPENING � z Z 0 w cn uu oC ■ � uj 0 cu a- Qc m ■ Q W J � 00 uj ct JW ¢ �' ■ W m alj o A � o = o ■ W U w g 0 0 o "t ■ W � tos J W Z Q OWD ~-, W O Cie wdz a 0 � � v nQ A Z W o0 a � o ZZ o � ¢ � x o � o a ■ O LULL. a = zo ¢ ■ �" ~ O LL- O J V ja- m me. 0 ce O z O w ¢ x ce DRAWN BY z u� m S.PROFFITT o Z CHECKED BY 12ZnQ - S.VANCLEAVE C z W SCALE ¢o J AS NOTED J 11 X 17 = 1/2 NOTED SCALE u.i in u- o SHEET DATE 02-06-15 Ce o z SHEET REVISION INFO = m LRFI #105059 SV 3-11-15 o w z (n RFI #110332 F.M.65-09-15 cno0 ¢ W Z Z m m W J 2 W � U) w W SET REVISION INFO O V) _j Lu Zce r ¢ ac0 Ce Lu zm Z O o 3: Lno FRONT WALL OF GARAGE W r o 'z z "' SHEET DESCRIPTION w o z PROVIDE 1 1/2 D x 5 W V W0 RECESS AT GARAGE DOOR SLAB LAYOUT Z w E� W.W.M. PLACED IN UPPER m ce a z 1/3 OF SLAB OR FIBERMESH PROVIDE 4 1 2" D x 8" W NOTES SCHEDULES o ¢ > o REINF. PER PLAN SLAB RECESS RECESS ui En „� V 1 " z IN SLAB AND DETAILS Lu �z J z 1i8 {MIN.) SAWCUT x 1/4 OF 4 1/ Ln -j ¢ SLAB THICKNESS SEE BRICK PAVERS GAR.W �P--4aLu o 0z FOUNDATION PLAN FOR LOCATION ii FIN. FLR. Lu � • GARAGE PROJECT NAME US .. ce LuQ z a.a DOOR 0 in_ SLAB LANTIC BEACH W = o -III I I _I RECESS LEGACY = oW d _ z _ � I I . . a. I III WALL PER �� `- "' - I Ile II = PLAN 5 SDUVAL O NO W = O _ I W cn LOT/BLOCK 20 82 tnZ � � W z o z S WCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 I I �— TBI NUMBER 82 Ea- Ln O TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 13- z b o p AS CONCRETE ALLOWS WITHOUT RAVELING MoD N (n O CC � W ¢ FRANKLINw W PAN VIEW o wrL! Z < �— ELEVATION NAME Z W W ; 1 SAW CUT DETAIL SECTION GAR. DOOR w 2 N 2E0- ce� o ALL w "' 1 SCALE: 3/4" = 1'-0" 1•N SCALE: 3 4" = 1'-0" o `t = - / Q ~ zo c zr � z Z ui� m¢ SHEET NUMBER �— � Zm A 1 N W J Z J �-- O O u- 0 o ERIAL NUMBER 1010.0 TO THE SW OF W KNOWLEDGE,THE DESA DEPICTED ON THIS DRAWING COMRM WfrH THE APR.ICN E NVM M BUILDING CODE IN EFFEa AS OF DATE OF CEIITIFICI►TION BL9DW. Ln U N ~ oC Ud' W zo J 15 Q ce ce O o \ V F- SHANNON M.VANCLEAVE,AIA B AR 97080 A7.82 6,61 8rr z � - 0 zo 9'-1011 47'-011 9'-1011 a � (n o w 11_811 81_211 22'-611 12'-10" 3'-0" 6'-10" ■ uj � o A/C UNIT #1 Lu = a m aC z � I � ■ �10� o 00 OWJ „ 811 w M 8 0 O� " I `� W .-� w wcL oc o 4 I TANKLESS i a H ■ oWz A GAS W.H. p -14 w = � O O H j>u � 0 o A ■ o - U w W 0 8 z = � � - - - - - - -� ' WATER I N ■ � O `°' ■ o 0 SOFTENER I o�-------------------- N S adz 1 W I Q' o ce („ I ,_6�� GAS LOOP I ca I � r1 r 11 a 1 ■ o "' o I COO OP 8 -0 11 0 _ I ~ ■ Mr o _ = LINE OF I o1 x o `a `_1' OVEN �? SECOND FLOOR oI ; a O w a o D�L (n o GUEST/ ABOVE I Lu i 2 o O i- z ----, a v - I1 1 I oo W A u w z s o ;11I REF111EDROOM 2 91 A Z O II 1 n " N I 1 I M.y LLJ a --- G O RMT II PACE i 10 0 CLG. 22 x54 ATTIC ACCESS I - �I I :� � a A w bC z I W ;II -- ; 01 W = o 9 WI I _ KI C H E I I Z, I _ �~ A L1 1 z---------=------------ z W �o L- - 10' 0" CLG I I 1 1 I `° o �? ! x O o = ate _ I = TWO I I `� 0 0 I 18 I I I ui -------- ---------- ,-r N ■ cv o w u- J - R&SH N 6 GARAGE z V-4 o < 6'1 -1 PAN RY C 9'-0" CLG. I JL I V ce r 11 1 n r rr 1 1r I r n °G I 01 0 11 -2 2 - 01 6 -6 4 -6 I 21 -6 01 0 0 o � � 7 MT I �I o `; ow L) Z _ _ 4 I �I 2 ao < CL - BATH 3 I 10'-o" CLG I �I z 0 w Ln 10'-0" CLG. �" co I �I ; DRAWN BY 4 W _ BOX OU TO MATCH REAKFAST ARCH TOP @ I W I S.PROFFITT uj z o � COL. WI TH :. �' 5�-011 U.N.O . SEE81-811 S I �I o _ AREA r 1r _ ) ----------- --------- CHECKED BY /� o 1 -6 I - o 12 (A z O° 10'-0" CLG. ARCH If — _ DETAIL 1 A3.N _ _ _ _ _ _ _ _ _ _ �t S.VANCLEAVE %= W _ — s — — — — — — — — — — — — — oa� - - - - - - - - - o 1111 - - - - - - - - - - - - - - -- - - - - 1,_0„ I I SCALE z � � _ 1 m a '-'♦ cn 131-6" 71_111 3'-0" '- " 111_211 1 0 71_1 n I I AS NOTED a I I I I iY, 11 X 17 = 1/2 NOTED SCALE J = rA - - I-I-- - - - - - - - - - - - - - - - - - -' - 1 - NTRY1- -I - - A u- ( (A -a-r AK STAIRS, FLAT SOFFIT TOP @ MT 0 0 w A7.82 I I _ 6 I I I I ��EN 11 I I A7.82 SHEET DATE v o I I o UP 8 -8 A.F.F- � - - - - 19:�Pr�� - - - - - 0-0 CLG c.� cc cn b I I o ----- - 02-06-15 ~' - SHEET REVISION INFO a HANDRAIL ------ - - - - - -- - - - - - - - - - � I I 3 ____ _ _ 8 -LINE OF SECOND z COVERED STO R. u, >- O I I ____ Co I I FLOOR 1 RFI #105059 SV 3-11-15 m V SLOPE CLG. -- o �, N I I LANAI __ _-__-_ I I - -m `� C? 2 RFI #110332 F.M. 6-09-15 z cwn o 0 - I I 101_0" CLG. 2 .,i,, i ------ A I I Ln _ � �-pw � I I DINING O LU w I I o A3.N ------ FAMILY �' ROOM a C] J o -�-{ = 11 z = I I MT N GAS -- ------- 10'-0" CLG. - STUDY �' o SET REVISION INFO W v ROOM '� _ -w I � ,"-'-1 lo'-0" CLG. 0 Z = I I 10'-0" CLG FIREPLACE _ Lu E- I I UNDER STAIR ___ 6° Q C m I I 6' 171_211 21_111 11_7 31_811 131-211 111-411 0-1 I I Q, © I I _ oO I I BOX OUT TO MATCH W o N M 1 L Z V v =BID oo I ch I % SHEET DESCRIPTION COL.WIDTH �' O Lu - - - - - - FIRST FL W O Ilk sk - - FLOOR .a- = 11 „ A B q A A tG A � rc,�7 c � O � � O �O O �O m � d Z „ I I , , , PLAN Q ¢ > o ,-n 4 81_211 31_411 111_611 A7.8112)151-311 31_411 131_211 61_011 Ouj rt V a Q (� F- z = 1_1 11 501.011 61-1011 w � Jz 9 0 (n '-' J a awe. o � Z 661-811 PROJECT NAME Lu (n'( u ATLANTIC BEACH oo � W 0 B LEGACY uu How A7.82 � Lu AL 0 N z O w W LOT/BLOCK �Z 82 z z z cn TBI NUMBER 82 zOz AREA E °- - z o EA TABULATIONS COASTAL MoD N z O F RST FLO _R_ PLAN __ _ N o Z ce SCALE: 1/4"= V-0" COASTAL Living: 1St floor. FRANKLIN CD Ce w a 1,464 SQ.FT. W W o 2nd floor: 1,568 SQ.FT. z Tota Living: I— ELEVATION NAME Lu u z a � 0 � W � 9 3,032 SQ. FT. .-1 z V o Covered Ent W N CL ce o ry; 14s sQ. FT. V) COASTAL 1s2 SQ FT 0 W CoveredLanai. . CD = F- Garage: 455 SQ. FT. Z (n 1- V F-- 130 SQ Fr. z Covered Balcony: Q v, W Total Area. W � � m 31947 SQ. FT. = SHEET NUMBER � oz = � W W ADDITIONAL NOTES, DETAILS & SCHEDULES = F- � � m � CANBEF ND ON � W OU 0 HE A3.N SHEET. -j 0 u- Q t V F- O CXO. SERIAL NUMBER 1010.0 0 TO THE BEST OF W MVLEDW,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WnH THE APPLICABLE Mm@WN BIALDING CODE IN EFFECT T AS OF DATE OF CERTIFICATION BELOW. In U ,-1 Z O , N GC �Lu N 10 20 ts- ce V � SHANNON M. VANCLEAVE,AIA B AR 97080 47.82 z � � z Q 0 i oW 561.9+, ■ � _ (W W o 331_811 161_411 ■ � a � Q `1' 61-911 ow 11'-82" 10'-711' 1_ 11 Q11 ,�� w GGo M � � O L 6 1 Q w 0 �" EMP. HWR. '� w NCL. ON 8S HALF WALL o Lu a SHOWER SEAT @ 18 uj = m ABOVE F N. FLR. j>u �- 0 O A ■ 0 r-, U _ w UJ 8 z = !- - - - — — 8111 KS C " - - - - I ■ rn o z 010 6 ■ 0 Lu � 0 ATTIC ACCESS 81_11211 ,_ „ - - 1_ „ 1_ 11 I 8 Joe Lu z 22" X 2" 6 - 2 5 8 4 I ■ g o O 3 W.I. �' — 4" HIGH CURB _ F~ > 9,_0,, CLG. � �� I `t- I I � ■ E'-' � � oc co I I O W ,� o �— —� 1 5 MASTER 9 -o CLG. 10 BATH o 0 91.011 CLG, '� Io w Z ce U-11 z TEMP. GLA S SHWR. I Ci` A � uj O ENCL. TO 4 RAISED = 'r' cc a- `_n 10 I ►-� A ce z CURB O a x Lu = O cn 12 1 11 1'+10' 1 „ 1 11 1 �, _ _ _ _ - _ — 2 -2 3 10 4 -6 3 -10 �+ 0-4 A = �- cn MASTER = oo z w O ROOF BELOW `_� ;_� ••� o a BEDROOM 14 _ = rn N a p 0 0 0 9'-0" CLG. �+"° _ _ ■ Lu PROVIDE GAS 4 w Z N LINEN ■ W J = o ¢ LINE FOR GAS - cin - c� _ = T - o _ DRYER u- !V 1 611 ' _ , "' O Ln Q C) -M © r-1 161.611 r. _li a --� 8'-2" - - - - - - —�- - - - - - V � W T-♦ — e_: :a �•-� 01 ceoz — ;— ;; 'AS[Y. UNIT' a o L' ' " PACE' z w -7 2 ,_..i -6 ^ cri DRAWN BY - °e w D a 2 11 MECHANICAh/ I Ln S.PROFFITT v u- ,-� 0 ST RAGE - - „ CLG r' ''' 0 Z c 11 " I _ CHECKED BY � ¢ ter• M 8- C ,G. _ _ _ _ _ - - M S.VANCLEAVE Lu w 11 o >- ce 10 X 0 AIR o 11 p IDE DRIP 11 COVERE I SCALE m a > `l' = JUMP R ' ' ' PAN FOR = 11-7'' 9" � ++ BALCONY AS NOTED 0o E ' c 6 , „ 0 o a 1 1_311 M 21_911 21_911 5' 9" t �N WASHER 111_011 �n 111_21' - 9 -0 CLG I I �;' 11 X 17 = 1/2 NOTED SCALE A - - - - - - - _ - - - - - - - - - - - `t - - - - - - - - � A ui (n o � cn 47.82 - - - -I - - - - 6 - -- ----- o - _ ___-- 0 = I I 47.82 SHEET DATE d 0 I N 42" KN EEWALL -_-- _ —R&S H - — 11 .-•1 I I _ Lu cn I N WITH CAP - - - I ' - � 02 06-15 a' 0 I - ----- I BEDROOM 4 SHEET REVISION INFO 0 o z I � ' 13 " I 1 w o I , , - 13 = I 9 0 CLG. M.T. 17 I I 1 RFI #105059 SV 3-11-15 o cvn o I OAK __ __ ; ; _____ 36" CONTINUOUS" a I a, I I d- RFI #110332 F.M. 6-09-15 Lu z cn ,-� ROOF BELOW , , , z cn O c� ;� STAIRS , -- --- - ---__ HANDRAIL °C I i� SL PE I I ire 60 Q w = Z t'�-1 ,--1 ' -- -- ----- 7'-4" 31_411 �'_ 11 11'_211 1 "4 , molI I ' m J :=:: , 8 PER FT. � LOFT -- _ ___-- ' BATH 2 W a o 9'-0° CLG ; ; __ __ N BEDROOM 3 I 16 ,F ;� z = W I , ----- , 9 -0 CLG. _ SET REVISION INFO cn w v,uj it- -- -- - ----- 9 -0 CLG. D 0 (n o Z ~ I D 1 11 10 ' 11 1 "22 14 1 6++ 1 1 47.82 a 3 �" ; I 0 1' 3 " = 3 -8 11'- " 4 "7 '_ '- ' 1Ln - c.� Wui - I- - - - - - 171-211 0 1 3 _ ? OLn O - I 6fl ii 11_ 111 Q O O In II zV = � 1 i� I SHEET DESCRIPTION g w cn - - - - - - _ Lu 0 z Ilk sk — — - - E c� w 0 SECOND Z w E♦ D D A D RAILING WITH PICKETS > °C 0 I O O C I O SPACED TO REJECT A 4" FLOOR ac z 0 < > 0 3'-411 11'-611 6'-81 A7.82 12'-6" SPHERE TOP @ 36" A.F. . 6'-1" 8' BOX OUT TO MATCH WzJz 501.011 6,_9„ op V COL. WIDTH PLAN Lu J Ce o z 56'-911 PROJECT NAME 0 ce a 0 z ATLANTIC BEACH p 0 z w 0 B LEGACY FW- V � � 0 w A7.82 L w � DUVAL 0 N'�Y Z O Lu u, ce LOT/BLOCK 2� 82 Z O z 'L TBI NUMBER 82 Z 0 � E - tn0 0. AREA TABULATIONS COASTAL MoD a ^ c i ` I Livin : CD (A W Lu Q 1st floor: 1,464 SQ.FT. FRANKLIN .. z �_ > E ND FL R P N Lu W 0 SCALE: 1/4"= 1'-0" COASTAL 2nd floor: 1,568 SQ.FT. w W Z Q / Tota Living: 3,032 SQ. FT. ELEVATION NAME In C� � ww W c z U o Covered Entry: 148 SQ. FT. (,/') COASTAL N � W Covered Lanai. 182 o� a Lu CD ._ - Garage: 455 130 SQ FT ~''W Tot I Ae Balcony: Q SHEET NUMBER Lu Woo ea 3,947 SQ. FT. � z _ Oma = uj mcaw ADDITIONAL NOTES, DETAILS & SCHEDULES = I— ZV � ■ W J Z -J V- J O O u- AN BE FOUND ON THE AMSHEET. Q tUF- O ERIAL NUMBER 1010.0 0 I TO THE BEST OF W MINLEDGE,THE DES ON DWICIED ON THIS mAWmG OOMnm WITH THE APPLICABLE M INDIUM MMMIHG CDDE IN EFFEcr AS OF DATE OF CERTIFICATION BELOW. Ln CV � z N ~ � 25 w � m a J = AR X7080 SHANNON Nf.VANCLEAVE,AIA O 0 V F_ Lu = cn o� Z O � � j V Z Z � > O ■ Q z En V� ■ Go Z 00 Liu Gn W O W N M °CZ � VARIES 03 ■ Udo H 0 44 Lu A � WQuJ U W $ o W �" O r-% ( TY P ARCH DETAIL ■ 0 0 "J 1 � o g _ tp Q � Z AIN SCALE: 1/4" = 1'-0" ., ■ ■ 0 � 0 x I4 2Lu wz a O O W O 1.4 Q w o E W Cl 0 ,z z � A Z ceWZ O a x u Ln LuO W cC z x 0U = ¢ W ■ cv Lu O J 61-(�II Z Q 7 00 5'-9" 12" TILE SURROUND > U- BY BUILDER o � J-� 3 -9 a m GAS DESIGNER Lu o z N FIREPLACE (SEE DRAWN BY ¢ O MANUFACTURES SPEC. p o (no DRAWINGS FOR S.PROFFITT a ce & N - DETAILS.) CHECKED BY U m o z T, FINISH FLOOR S.VANCLEAVE Z SCALE z ceQ = ce a AS NOTED z W 11 X 17 = 1/2 NOTED SCALE m Q J FIREPLACE DETAIL o f_ c 2 SHEET DATE u~.. w u' A3.N oSCALE: 1/4" = 1'-0" "' u, 02-06-15 0 o o SHEET REVISION INFO 1 RFI #105059 SV 3-11-15 O ce- RFI #110332 F.M. 9-09-15 aoz _ cou INSULATION SCHEDULE � ( o � ¢ P-4 z LOCATION TYPE R-VALUE U.N. mmw CEILING @LIVING AREA FIBERGLASS 38 SET REVISION INF � � � u ,z o, p EXTERIOR WD. FRAME WALLS FIBERGLASS 1 Z = o u WALLS TO LIMING AREA FIBERGLASS 11 Lu o V) 'QJ W Lu F- oc 'S cn �- DOOR TAG ¢ aim DOER SCHEDULE z © � z DOOR CALL-OUT SHEET DESCRIPTION w = TYPE SIZE REMARKS FLOOR PLAN W z W W O 1 THERMA-TRU INSULATED 3'-0" x 8'-0" NOTE � ZW � m a a p ENTRY DOOR Z AND SCHEDULE w Q > 0 2 OVER HEAD GARAGE DOOR 81-011 X 81-011 NON-INSULATED RAISED Lu z J Z STEEL PANEL PROJECT NAME W = Ln 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED z ATLANTIC BEACH v;,^ 4 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8"/OR LEGACY p o z w 20 MINUTE FIRE - RATED p 3:: D UVAL O N � � oW 5 NOT USED � 2 _ ,_ „ LOT/BLOCK 0 8 oLn uj F- 6 HOLLOW CORE DOOR 21-611 X 8 0 Z o m o ORE DOOR 2'-8" X 8'-0"' TBI NUMBER 82 LU 7 HOLLOW C cn Z ,� z 0 p cn 8 HOLLOW CORE DOOR (2) 2'-61" X 8'-0" MOD � z z E cL - zO Q. WINDOW TAG 9 HOLLOW CORE BI-PASS DOOR 5'-0'" X 8'-0" FRANKLIN 'd, Z Lu � WINDOW SCHEDULE CSTZ W � N ¢ o z WINDOW CALL-OUT 10 HOLLOW CORE DOOR 2'-61" X 61-81" <? � W REMARKS ,_ „ ,_ „ I— ELEVATION NAME N zU.J p TYPE SIZE Lu p 11 HOLLOW CORE DOOR 2 8 X 61-811 � W Z to ALL Wtiz "� �n f7 '-' w U A SINGLE HUNG 26 36" X 75'" VINYL/LOW-E/EGRESS 12 HOLLOW CORE DOOR (2) 21-011 X 61-811 z w o o % b p N c HUNG 24 36" X 49 5/8'" VINYL/LOW-E 13 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" cn W B SINGLE Z o ,_ � ¢ � C SINGLE HUNG 26 (2) 36" X 75" VINYL/LOW-E/EGRESS 14 HOLLOW CORE DOOR 21-411 X 61-811 SHEET NUMBER I- V c z = Z II VINYL/LOW-E/EGRESS 15 GLASS SHOWER DOOR 2'-0'" X 6'-4" TEMPERED 0 W D SINGLE HUNG 25 36 X 62 " II w �• w � E SINGLE HUNG H34 25 1i2 X 49 5/8 VINYL/LOW-E 16 HOLLOW CORE POCKET DOOR 2'-4" X 6'-8" _ o _ �I VINYL LOW-E 17 FRENCH DOOR (2) 2'-6" X 6'-8" TEMPERED/EXTERIOR (a A3 N a ¢ F FIXED GLASS 32 X 16 / !� w � w II - 18 HOLLOW CORE DOOR 2 21-011 X 81-011 ERIAL NUMBER 1010 m Z G FIXED GLASS 48 X 6411VINYL/LOW E/TEMP w � oou Q Q V F- O TO THE BEST OF Fn Iv1UWI.EDGE,THE DESIGN DEPICTED ON THIS Ai NOTES: DRAWING N MPIMEFFECT WITH THEE OF CERTIFICATION MVMUCATION BUIIDIIIG CODE IN EFFECT AS OF DATE�CERTlFiGTION BELOW. C) ROOFING PER - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY CONTRACT (TYP) INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS Ud UJNOTED OTHERWISE. 0 LOUVER - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ccm J � � I ELEVATION. 0 o I I 11 "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON R1, VaNC LEAVE,AIA I I I AR 97b80 5.3.8 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. I I HEEL HGT. U.N.O. � T z o HEEL HGT.—_—�—_ _ _ _—__ , —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ _—I_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_-- \ - PRE-CAST STONE APPLICATIONS, SHALL BE STONE CAST FROM FOAM z z ----- PLT. HGT. FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. a �? PLT. HGT. In 22 ■ Z = 11'-5" — — 3Lu - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST Lu r-- I i ' 5.2.8 INTO THE UNDERSIDE OF THE OPENING. ■ ` ce_ Z00 13 I - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO 03a Lu � z 5,3,8 I 2 ,�� BE FAUX WROUGHT IRON ALUMINUM. ■ O I -`�' H w s ¢ I 5.2.8 N - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A ■ © ILFILI MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. 00 U w 0 0 = CND FIN. FLR. I - I --- -------------------------------- - ECOND FIN. FLR. ■ ° Z = SECOND_—_—_ _—_ _ �- MI = c - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE ` ■ Mlet -1 o '-' o M', PLT. HGT. I _—_ _ I --_ --------_-----_---_—_---_—_—_—_ _—_ '� -1 SUB-CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN w- En --- ------------ -------------- - _—_ __—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ --— o o WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND ►-+ ■ o > 21-11 Ul w � I @ GARAGE - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a O o F- I w = o I �� 6 LIGHTS WITH TOLL BROTHERS P.M. w A �'- V ► M;� � Z � II V cii I A w o ¢ o _ 10 ASPHALT SHINGLE U W � z � ,--� I o o. � 2 v, c, c LO, � � � � �' � � I co � d� I 5. .8 (� A �, I I = ROOF SYSTEM x ° >- ZIL C "� U cCch O 0 I I ■ Lu , FIN. FLR. zo a ---•�---- - - - - -- - - --- -- - , mv 1­1 t­4 o ,� Oa°. m -- - - - - - - - - - - - - - - - - - - - - - - - - - — , 8 Lu u9! CM 1 cn ¢ � 0 5.2.8 .2.8 0005 � DRAWN BY Q ce S.PROFFITT ce �-+ W V w co CHECKED BY z o Z S.VANCLEAVE � v, a Lu w F.IR'Any-NTELE-VATI-0-1 .... U,- SCALE 1/4 "=1'-0" COASTAL SCALE ce uJ AS NOTED J o J 4: 11 X 17 = 1/2 NOTED SCALE J U- � "' SHEET DATE o 0 02-06-15 u 0 ROOFING PER 0 0 9 a SHEET REVISION INFO a o I.- LOUVER 1 RFI #105059 SV 3-11-15 = m oU 11 RFI #110332 F.M.6-09-15 � wZtn Z � o z Ai cn � ° W3' J 'L— WQoo J SET REVISION INFO 3: wW � 3 ou, JW 5.2.8 z = HEEL HGT. — -----------------------------------------------------------�' c� cc w Z PLT. HGT. Z O O — FI F"'-- w = 1'-5" , , -gyp 2 SHEET DESCRIPTION � zUtn o � W 5.2.8 � woZ FRONT, SIDE F Z W o �___- _ �. ELEVATIONS & > � 0 6 8 a. - o Q > 0 5.2.8 co ------------ I Al5.2.s NOTES 1w- Cn ¢ V ug PROJECT W PROJECT NAME LU z i a o SECOND FIN. FLR.----- ' ' ----------- - - --- - - ---------------------- ------------------------------- W _ o _-------------- ; ATLANTIC BEACH cc cn � � O w Z NZ N7 w *; _� ---�- --------_-- --_ _-- --- --- - - - -- --- - - -- -- --- --- -- - -- --- --- -- -- --- o - -- --- — - - — - -- -� LEGACY o PLT. HLu GT. - - - - -- - --- --- - - - — - o w 0 1-4 cn �, �_., @GARAGE , i DUVAL O N z o w + i i i LOT/BLOCK 82 (n Z ~ M�� 9 TBI NUMBER 82 Z z0 .-1 o p., 0 5.2.8 c c °° I MOD Ln 0 o z � ; FRANKLIN Mo Ln Ce w ¢ A I CZ4W p Q i Lu Z ' � ¢ � � LJJ ELEVATION NAME w � W < FIN. FLR. ------- --- Ln z V o ---- --- Cn COASTAL CD � � � o :. _ `" octW 0 Qi ¢ w FI c u 4 HARDIE Z � = ? z 1 1X3 BOARD AND 7 TRIM (TYP.) 8 5 ¢ SHEET NUMBER rn � U.1 5.2.8 BATTEN SIDING _ � Z = t' T VAT .2.8 5.2.8 5.2.8 I— a kn o o SCALE 1/4"=1'-0" COASTAL = UjCow Co 1z U u.i n z J cy.~ ERIAL NUMBER 1010.0 F.. JOoLL- ¢ ¢ U F- O O M THE BEST OF W MWS,THE OEM DEPICTED ON THIS DRAWING CONPLIES WITH THE APPLIGIBIE MMBMIMI SMING OWE IN Efta AS OF DATE OF CERTIFICATION BELOW. Ln z ROOFING PER ^oo 3 I SHANI�W M. VAP�iEAVE,AIA I AR 97080 5.2.8 z 0 HEEL HGT. I `t cQ'-n PLT. HGT. Z cnLu W n j I ■ o � _ ce w 0 TYP. 12 IK °° 2 5.3.8 TYP. 3:12 � 00 0 W J I I W °O M o � '� a OLu z Co 1 11 __ 4" HARDIE CORNER �' ■ > c) ' IM TYP. I I I O A w w 0 5.2.8 ( ) I I I ■ p = w - i i i W 8 00 / I ----------------J--- r- 1 z O = FIL^ 7 ----- -I N 4 "Z z Mid' S 0lid R. / --- -/ ------------- - - - --- I ■ In O HE H T. --� -------------------------------------=- - - - - -_--_--_--_--_---- ---- - -- 5.2.8 ce J W Z C - - •� v Q W O N PLT. HGT. I w — i ' x ■ 0 I L_J wQ0 uj °Cwz C�� _ _ Z U � aC _� I - i i I N I I a Lu V-4 - I I a A w ,� ce z '-' � o - co I I I � I I u W .-� o o- 1 I I I I I �° 00 tp I I O � '�'" ',, a W Al1 Ln-------- - - ----- - ------ �_� a o H � QON 0 w O J I I N Z �t FIN. FLR. C� LL. . — ICL O J © ce 1X3 BOARD AND Q o o BATTEN SIDING 5 0 o v 8 DRAWN BY z Lu 5.2.8 5.2.8 1-I W REAR ELEV N ROOF SLOPE PLAN SLOPE: 6/12 U.N.O. S.PROFFITT z z o SCALE 1/4 "=1'-0" COASTAL SCALE: 1/8"= 1'-0" COASTAL CHECKED BY Q S.VANCLEAVE ceW ~ � CC o z w PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS SCALE m < > AS NOTED J a 11 X 17 = 1/2 NOTED SCALE oW � 0 0 (n SHEET DATE ; J Q �' � N PER LOUVER 1- U � ROOFI 02-06-15 o CONTRAMP) ASPHALT SHINGLE SHEET REVISION INFO CC O Z 1 RFI #105059 SV 3-11-15 Lu 0 ROOF SYSTEM o w z vi I RFI #110332 F.M. 6-09-15 cn O Q W n �- m0° W � 3 i ROOF VENT CALCULATION : SET REVISION INFO Wacr� p 5. . Z � LL, HEEL HGT. 2 249 sq. ft. EIL = 14.99 s . ft. (REQUIRED) W (n / 0wz � � - �------------------------------------------ -------------------------------------------------------- --_------- � Q150C CEILING Q � QU ED) < CC m PLT. HGT. C7CCwZ -5++ Z Q > - Wo 2 Ty P'.' o W Z cn 5.2.$ SHEET DESCRIPTION cnw0z = o W o o REAR, SIDE Z L 8 6 m Z - ----------— -- 5.2.8 ELEVATIONS AND Lu'> _ ROOF SLOPE PLAN W 0 _! Z \ LuLn < I _ ' — - - - - - - - - - - - 2 R - ao Z I ---------------------- ---- ----------------------------------------------- ----- ----- --- EEL H ._ MIS M PROJECT NAME CWCc/i F-IO - ----------------T ---------- - - - - - - - - - - - CC � Z Z o N N ATLANTIC BEACH W 9 LEGACY o W Lu 5.2.8 cnw � i i i i DUVAL O N z o w ' I � LOT BLOCK 2 82 CD LOT/BLOCK E mz z o cn co �, o " ; ; o TBI NUMBER 82 . to O I I co -1 = z Q pc) P� Z I I � I I MOD I I 00 Z �LiJ < I I \ I I 1 QOcn � I I O ce ' FRANKLIN CZ4 Lu w p Z I I - I —_- —_—_—_ FIN. FLR. F-- ELEVATION NAME ED�n C7 v w u.. ------- ,} — �, W zw � O CD o Cn COASTAL N ce< W ' W 4" HARDIE CORNER BOARD AND CD a = � 7 BATTEN SIDING 8 4 z � Z o TRIM(TYP.} z = Z 5 Lu Q SHEET NUMBER .. W � � o0 5.2.8 5.2.8 5.2.8 5.2.8 = *10 LU =D LEFT ELEVATION �- 6 0.c W SCALE 1/4 "=1'-0" COASTALLLJ Co _ Lu _j zJ Zj 0 0 0 ERIAL NUMBER 1010.0 Q Q U F- TO THE BEST OF W KNOWLEDGE,THE OEM DMCiED ON THIS DRAWING CONPLM WM THE APPLICABLE NXIMN BUILDING CODE IN EFFECT AS OF DATE OF CEIMFICATION BMW. Ln L I, N ~ uuj 2ND FIN. FLR. _ _ _ _ _ _ _ OU E A �5 SHEATHING 1 2X DECK - _gym � _ - - - - - - - - - - - - - - - - - - - - - - - - - -� Al INSULATION AS : o ; I REQUIRED WATER-RE 1x10 TRIM 2X8 FL00� - o SI . ( I SISTIVE I 1 JOISTS ~ 5 I I BARRIER (2) 2x8 BEAM SHANNON M.VAN L AVE,AIA 5.2.8I I STUD ROOFING PER 1X TRIM AR 97080 CONTRACT,ON (2) BEAM PER z w I I JOINT FLASHING 7/16"SHEATHING O r ----- - - --- --- ----- - ----- - - - AS REQUIRED 2X6W/2"ROUND STRUCTURAL Qo — 2 VENT 0 24"O.C. / ip 0 NAIL PER 3/8"CEMENTITIOUS z z O = I ; ' 5.2.8 MANUFACTURER SOFFIT ,' ■ w g � I I _ SO c Q 0 � w W o I I SPECIFICATIONS METAL DRIP ' Q ■ °� o W � 1cla 3 I I I �- 6 CL 4— LAP SIDING 1 1 w M U- 5.3.8 I -- - -- - 5.2.8 ,-''' . ° ° 1X4 FASCIA ;L `4 a aw. � o I ,..' z I °�° : °• CONCRETE w = Q I i I i I ° FOUNDATION WALL PER 1'-4" H m I I _ ° ° wo 2X6 RAFTER TAIL @ 1'-411 PLAN O A 0 °. 24"O.C. = w -� - - ---1 ° SIDING OVERHANG W 8 w k� u D O = _ d •°. a ° 2X RAFTER TAILS ■ r� ,, O Q ~ ( I • � - - ,11 @ 24"O.C. I I � ■ Wo �- --------------------------------- ---� °' ° STRUCTURAL POST 1X6 BASE W/ ■ g w z I �� •. ° i SIDING PER 4" TRIM ROUND ■ O O ° a ° / \� ELEVATION 4 TRIM CORNERS Q ■ I I 4 STARTE + ) W o STRIP o P = 5.2.8 I I I C) W Q o I I FIN. L.R.F `.4 uj V vw) ¢ I i i $IDING - A a Lu 13L (n2 LAP 3 FASCIA (3) 2x8 RIM2X8 JOISTuj = o I °° _� JOIST O 1.4 x 11_ I_ 11 N_ I_ 11 �� � —+ A u' I I I I SCALE 1/ -1 0 SCALE 3/4 -1 0 1x10 SKIRT o Z I 5.2.8 5.2.8 �• x x O Q � I , 2x DECKINGce 1 a,, ■ �UJ 0 � I I w N =U' c� ~ ce0 w — — , P.T. 2x8 SILL PLATE 00 - - - - - - - - - - - - - - - CID ce 4 1X3 BOARD AND ce ou z 5.2.8 BATTEN SIDING 7 0 0 0 5.2.8 FOOTING a cll� uj SIDING PER ELEVATION (PER STRUCTURAL) DRAWN BY Lu ENTRY DETAIL s.PROFFITT Z � °° SCALE 1/4"=1'-0" FLASHING I' ' Z 5.2.8 FLASHING 4 FRONT COLUMN CHECKED BY � � Q „ S.VANCLEAVE = w 1 X 2 CAP 2nd FIN. FLR. SCALE 3/4 -1 -0 �- a 42" HIG GUARDRAIL 5.2.8 SCALE ce z w 4" W/ PICKETS SPACED TO tt CID Q J E " - - FIN. FLR. AS NOTED J o a REJECT 4 SPHERE. 4 a 11 X 17 = 1/2 NOTED SCALE a - LL_ W V) ll� La- °� .d a FLOOR o cue) ` o cna 1 J O a SYSTEM SHEET DATE � `� 1 X 6 TRIM N 02-06-15 w � . . a- I• � 1X6TRIM Q 6 RAILING a: SHEET REVISION INFO o z -� 1 X BLOCKING 1 X BLOCKING 1 RFI #105059 SV 3-11-15 Lu �. O 2 SCALE 1/2 =1 a a = co V ROOF PER CONTRACT TR SS LAYOUT 5. .8 : a - 1X6 FLOOR DECK ~ w z cn Y ENGINEER a a nI: CAULK AS 11" Q Q 2 RFI #110332 F.M. 6-09-15 (n O 0 _ NEEDED 2 KK: W Z SHAKE SIDING co Lu - , o N N o 2"x8" FLOOR JOIST z = o W 1X4 FASCIA 1X6 HEAD X SET REVISION INFO o v `J W 2X6 RAFTER z = Lu 2��A W °° 2X6 W/ 3" ROUND p p —2x MOUNTING v z o o VENT @ 24" O.C. Lu-i w w o Z 1 1 z $ 9 DECO JOIST EXTENSION 1X4 CASING WAIN SCOT TRAN SITIO N 'Z z "' "1 !� SCALE 1"-1'-0" SHEET DESCRIPTION � W o � _—' 8 —' 5.2.8 SCALE 1 1/2 -1 0 ".8 - XTE RI O R ELEVATION o I I DETAILS a < Lu0 V Lu (n Q Q FLR. TRUS Ce o z 1!_4�� PROJECT NAME .c cn (n ,- " SIDIM 3 o ATLANTIC BEACH 0O � W 4 -� o I 4 WA, PER PLAI _ - LEGACY w = o LF ..ALN 3 F- = o w 2ND FIN. FLR. _ _ _ _ _ 9 cn u, � D UVAL 0 N Z o = 0 2X DECK u, F- R _ _ _ 2z' 2 „ LOT/BLOCK 20 82 z z z w 1x10 TRIM f2X8 FLOOR ^ ��� ^ Ln o `S z O z 2 2x8 BEAM I I JOISTS—� N N TBI NUMBER 82 E a- . moo O M Q ^ o 1X TRIM MOD M � W a BEAM PER A FRONT VIEW FRANKLIN N z o 2 STRUCTURAL 5/4 SILL 2L_Qi" 3I w � z ¢ o _ FRONT VIEW SIDE VIEW 34 M F— ELEVATION NAME 0 z W w o Z z T'.`i 31" 2x MOUNTING W N a � o �, z M COASTAL Ln cc u, Q 0 SIDE VIEW TRIM USED AT _ `C 1X6 APRON B 1„ SHAKE & LAP ce Z = z o I I 52 SIDING Z lie w Q SHEET NUMBER W � co z = 5 COLUMN WINDO TRIM io TRELLIS/BE,&m BRACKET Ln O 'K= '- 'L SCALE 1"=1'-0" SCALE 1"=1'-0" w w 5.2.8 SCALE 3/4 1 0 5.2.8 5.2.8 = � QZm � Ur ■ ■ Lu w O O Q Q V F— O ERIAL NUMBER 1010.0 o TO THE BEST OF W WWLEDGE,THE DESIGN DEQ ON Tt4S DRAWW COMPILES WITH THE APPLICABLE MMM MILIHNG CODE IN EFFECT AS 01!ONE OF CERMCATION BELOW. Ln �uj U 20 ce 0 0 21_411 .- SHANNON'M:VANCLEAVE,AIA AR 97080 2X4 SU BFASCIA 2X4 O°UTLOOKE R M o N 2X4 LEDGER v ,a o METAL DSP cn / Z V)Lu °C cn °u o ,°��� Q`' 2"):6" FASCIA 21„ L. �' to ■ 00o W J ;� 2 "� "x6" TRIM �, w ° M o a 1._Q" TRUSS LAYOUT ,� a a 0 z OVERHAN BY ENGINEER a 4 Lu � �+ H � , w = � H > ouj p A � � a = W cn SINU Z = H ■ CA Z oo ■ � � � 12� � ■� � S W60 w z15111SIDING PERo a0 -LEVATION ■ 'i o WALL PER a Z 0 2x MOUNTINGPLAN Q TRIM USED AT � A v� A w LU z SHAKE & LAP A A Z V to Q a va) SIDING w A v W = o a �- Z =~ zW BRACKET GABLE END 2Wo ' 111-0"SCALE 1 =1 -0scALE 1 W U- J 5.3.8 5-33.8 zZ ax o■ OAw N Q � 1-4W � - o Q � J V m UJ C)V z Q oC O z O w 31 _311 DRAWN BY x � W S.PROFFM 1" z � m 32" 2'-8" 32 CHECKED BY UJ oc = W � S.VANCLEAVE a z w= SCALE m Q > ; AS NOTED J J Q 11 X 17 = 1/2 NOTED SCALE oW � 0 0 _ SHEET DATE (402-06-15 Lu o � SHEET REVISION INFO W 0 1 RFI #105059 SV 3-11-15 = m V o w z (n ,� RFI #110332 F.M. 6-09-15 �' QWZ � 11:0m W V" ire W Q D 0 z = o LU SET REVISION INFO Ln O cn J uJ °° � [V Q p- cCLu m Z 0 > 3:: O L Z (Ln '� SHEET DESCRIPTION W Lu C:)oz XTE RI O R ELEVATION uj cowaZ DETAILS W Lu L) LuO Lu Ln (n � J= 'Q 3 '1 if 3 " o05 = z! 22PROJECT NAME c -1 Ln z W 1'-4" 1'-4" ATLANTIC BEACH LEGACY W �4 (A W F D UVAL O N zow 2: W(n Z � LOT/BLOCK 2� 82 z UL z o Ln TBI NUMBER 82 E a . tnZ rl3 TRANSOM AND SHUTTERS DETAIL 0 15 = O H_ I_ II MOD Qw2Q SCALEI -1 0 qr o Z 5.3.8 O W Q FRANKLIN }- W 0 I— ELEVATION NAME .-i W z � W i z Q '--' W uLu - o O ZW N g a o V) COASTAL cn W C) Q = � � V c Z = z Q cri W Q SHEET NUMBER W co � zLU U) uioa � 82 W W �— � Zm--j � A5m3m ; ooLL- Q Q u i--- o pC ERIAL NUMBER 1010.0 o TO THE BEST OF W MOWLEDGE,THE DESIGN DEIW=ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln V � Z �ui� ROOFING PER STAIRS NOTE. 2015 = 018 RISERS @750 ce /8 icem 16 TREADS @ 10" 0 0 SEE SHEET A3.N FOR 1 LANDING V F- SULATION SCHEDULE PRE-ENGINEERED TRUSSE AT 24" O.C. * ACTUAL STAIR RISER TO BE SHANN.QN R.VANC- aVE',AIA J DESIGN BY TRUSS MANUF RER 97o80_ DIANT VERIFIED BY CONTRACTOR IN FIELD z U- RRIER 0 zz ,Q 0 14 z`c(n ° 0 w � H --- ■ m COVERED BEDROOM 4 BEDROOM 3 ■ o W J BALCONY �, w 00 004. M p :1 LOFT C113a g �-�+ ■ w = `� H o �' ca 0^ A ■ in Lu w 8 M z SECOND FIN. FLR._—_ PRE-ENGINEERED TRUSSES DESIGN BY TRUSS 14ALu j:e I�1�FJ�TURER '"�� � ■ � � � cn PLT. HGT. O �' O ------- --------------- - w `� ■ 0 W FOYER %An =4x W a 0El FAMILY ROOM 1 NOSING TYP. a o o F- = TOP OF LANDING '� A ►--+ W o COVERED w 0 A � W z DI IN ROM COVERED = z ----------- A W 0 Q ENTRY o , L-=� a W ce z LANAI .� L_� ,o a A z WD. - THRUS O �-+ � a � � I NAILER ���E-� BLOCK � � x � 0 cc �' 2x4 STU b- a' W o ; ; 2x12 STAIR` �_� ■ a - ---------- -- w _ ,_ - - _ ------------- 0'-0"FIN. FLR. WALLS STRINGER `•,'�_ ■ w =1 I= I-ITI _111_111-I LjLj C) a --� -� �_�I 1=1 I I =1 1=_I I�_"'_"'_"'_"'_'I_I=1 11= III=1 I 1=� ►___ -� m - - - - - - 111-III -1 I 1=1 I - - I 1=1 11= I I-1 1=1 1=1 1= 'n�•�. UJ o ;III III -1 I I •.�,I I -�I' 'I I-III ,.•;,•w III -1 I I f.••. - cc V z I . •f• III :•.. •�• III =1 I 1=1:... . ... 11= =1 I •�. - ... < �en 0 a I I— - —I I— —III '=1 I I— •= •—' �— —IIF ,2x � DRAWN BY u C cS m S.PROFFITT z z z AS—ECTMO-MCHECKED BY a SCALE 1 4 "-1'-0" c STAIRS SECTION Lu W A7.82 / - COASTAL I S.VANCLEAVE � a A�.$2 SCALE: 1/4 = 1 -0" o z W SCALE °° o J AS NOTED 0 0 = 11 X 17 = 1/2 NOTED SCALE � uj En STAIR RAILING AND 0 0CONTRACT, TYP. ROOF PER it V O CONTRACT Al i CEILING FINISH GUARD RAILING NOTE SHEET DATE cCto ._ PER SPECS 02-06-15 nw. p - BEAM PER YOUT STAIR RAILING AND STAIR GUARD RAILING � z STRUCTURAL � BY ENGINEER L---- SHEET REVISION INFO Lu m 0 RADIANT __ SHALL BE CONSTRUCTED TO WITHSTAND A 1 RFI #105059 SV 3-11-15 p u CONTINUOUS METAL PAN CONCENTRATED LOAD OF 200 POUNDS APPLIED RFI #110332 F.M. -09-15 p 0 z c - PRE-ENGINEERED TRUSSES AT 24" O.C. BARRIER 1X4 FASCIA FLASAT THRESHOU S RATE AT ANY POINT ALONG THE RAIL IN ANY /i� (n 0 0 DESIGN BY TRUSS MANUFACTURER Al ,? = � z 2X6 RAFTER DURADECK WATERPROOFING DIRECTION. IT MUST ALSO WITHSTAND A < m w SEE SHEET A3.N FOR p p MEMBRANE SYSTEM PER " W w MANUF. SPECIFICATIONS UNIFORM LOAD, NOT CONCURRENTLY WITH THE -m J 2 N O S E L 2X6 W/ 3 ROUND I I Z EXTERIOR WALL w J i © VENT @ 24"O.C. PER PLAN CONCENTRATED LOAD, OF 50 POUNDS PER z o Q a LINEAR FOOT APPLIED ALONG THE RAIL IN ANY SET REVISION INFO 0 V) J = LI I DOOR PER PLAN DIRECTION. INTERMEDIATE RAILS AND POSTS ce � ; M STER Thi 8d NAILS AT 6" O.C. I I (IN-FILL) SHALL WITHSTAND A HORIZONTAL METAL THRESHOLD U ce W z — FLASH UP WALL, 12" I I �,'� FULLY SEALED TO LOAD OF 200 POUNDS APPLIED AGAINST ANY Z 0 LOFT BEYOND \ MIN., CONTINUOUS I FLASHING PMANUF, ONE SQUARE FOOT AREA, NOT CONCURRENTLY ¢3:: Ln F- w = ® ® 3/4" EXT. GRADE 1 RECOMMENDATIONS WITH OTHER LOADS. °Cp uu j 42"HT. HALF LAUNDRY \\ STRUCTURAL DECK 1 ' SHEET DESCRIPTION W WALL W/1X6 CAP \ I 4 MIN. BUILDING & cn w p Z SHEATHING i \ H z w DURADECK WATERPROOF >•- c� oc D �______� DECK MEMBRANE - ,'� - CONTINUOUS METAL PAN STAIR a FLASHING ALONG OPENING p Q w O \ FL #12407.1 I I ; W/ NO SEAMS OR SPLICES- Lu vi a �„� I I ,' DOOR FLASHING DETAIL 3" LAP MIN. SECTIONS z Z = 36 HIGH RAILING U)_j ' i Lu "' < cn PRE-ENGINEERED TRUSSES DESIGN BY TRUSS MANUFACTURER COLLOR FLASHING c°Ci. (n z AT POST, SEAL AT I I ; PROJECT NAME to � TOP OF FLASHING I ' � z W 1 1 ;8 N - ATLANTIC BEACH O p g4 Lu BATH 3 2ND FIN_ FLR.___ _ p COLD FRAMED ;--- LEGACY � c5 0 = METAL DRIP EDGE , FLOOR TRUSSES- Ln LU 2X8 FLOOR 1x10 TRIM SEE FRAMING PLAN DUVALo No � GUEST/BEDROOM OM 2 JOISTS = 0 ( ) x W LOT/BLOCK 0 82 z z u_ r-- - - - - - - � 1X TRIM ? 0 z I - - - I -� BEAM R2X CONT. WOOD LEDGER AT TBI NUMBER 82 Q p z I r-- 1 - STRUCTURAL W o BALCONY, ATTACH PER STRUCTURAL C%4 0 LUII I I o m 0 � �'� PLAN MOD J J o � aWa > I allQ Q CEILING FINISH ALL FASTENER FRANKLIN wW 0 z �.�.-. - _ - L� -�- - - _ - - - - - _ - • •j• - - - - - - - - - - - - - - - - + - I I PER SPEC., U.N.O. PENETRATIONS TO BE tW uZ.i i¢i I-III-III=1 SEALED AND CAPPED III=1 11= \I I 1=1 I #2 SYP. 2X JOISTS- SEE �- ELEVATION NAME z O " III I III- 1 STRUCTURAL PLAN. RIPPED W N a p _i—\=1 11=1 1=1 11=11'- OUTLINE OF FIREPLACE TO ALLOW FOR SLOPE COASTAL W w -1 I I�\it I I-III ,-:,�•.�„ I I; UNDER STAIRS III ;.• I 1=111\it I1-1�' �. o Q = \..• - ...• I i 111- HANGER AT EACH RAFTER Q ZF- Z PER STRUCTURAL PLAN 0 = _, z Z n m B 'Q SHEET NUMBER >% W W B DIC-TI-0- D _ I I 1_ I I I I_ 11 -� o o = A7.82 SCALE 1/4 =1 0 COASTAL A7,8 2uj SCALE 1/2 -11-0 COASTAL Q � Lu oo V ■ W Joos C� Q Q V F- O ERIAL NUMBER 1010.0 THE BEFr DIFFUSER LEGEND � � TME �m RODE IN EFFECT AS W DATE W CERTIFICATION B&M. Ln CV N i--` ® SUPPLY RETURN ~ W ® EXHAUST FAN .. a_ 15 � m Gam- J © � ONLY E FOR REFEREN - O C O L I SHAN NON fel.-VANChEAVE,AIA AR 97080 Z WO .-+ � Z Q © cn � � W ■ Lu W 0 A/C UN #1 c=cz °° oho M W ga- 0 ILu <Lu jrj o O A ■ D O W u w g Q ~ ® ■ 00 ,ted. ■ Z ----------------------- Lu -------------------Lu i C S J WZ I w ►- ■ 0 W 0 ; i ■ GOURMET WC) E TWO CAR x 0 ® ® GUEST/ a o z o Z KITCHEN I o W Q GA GE I a ¢ o BEDROOM 2Z wA * A Lu W z *0 UOQ I ; a W aCie z s a. 2 I x A = Q `.J --------------------- Woo = 0Q I L v ; ■ 0 �- LL- o0J I ; Ucm BATH 3 ; Lu Z BREAKFAST 0 a V AREA Q uj DRAWN BY m ® I S.PROFFITT z Z o I --------------------- CHECKED BY ZA `t - - - Lu Ce = W - - - - - - - - - - - - - T .VAN LEAV �- � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE °O `t I I I I AS NOTED o a I I I I I 11 X 17 = 1/2 NOTED SCALE W � I I I I I I FOYER COVERED U- 0 ce I I I I I ENTRY I SHEET DATE v I I I - - - - - - - - - - - - - I - - - - - - - - - I I _ _ 15 oc cn b I I ------- �- o I I _ - _ - - - - - - - - - SHEET REVISION INFO z I I ------- w m I I _______ I I 1 RFI #105059 SV 3-11-15 = cn I I FAMILY ® I I RFI #110332 F.M. 6-09-15 o W Z �, COVERED -_ --------- V) I I 2 z C) 0 I I ROOM < ujI I LANAI-co I I >- CIO Lu ------- Lu Z = _ -- ------- DINING :;: SET REVISION INFO �, o � I I � , , , STUDY 0U) JW = - - ROOM � Qa � m II ® I I zoo s II o Lu Z - - _ - - - - I SHEET DESCRIPTION W WZ _ - - - _ _ _ _ _ _ - - FIRST FLOOR � ZLu ad Z DIFFSUER co ce a-w � V In < Lu P U) Q o LAYOUT z u � Q LU z PROJECT NAME � Oc�~n ATLANTIC BEACH 0 uj LEGACY I = oW (A W = LA- YOUTDUVAL 0 N ou- c� FIRST FLOOR DIFFUSER Z W � 2 SCALE: 1/4"= V-0" COASTAL LOT/BLOCK20 82 Z LL z 0 z TBI NUMBER 82 E- o b MOD o Q � � FRANKLIN UJ N I W W o a I— ELEVATION NAME Lo U' V W W , z W O W N o V) COASTAL ce W_ O Q _ W - � c 00 z z Lu Q SHEET NUMBER ui w _0 Z LU o DC W "'`� W Co U 82 W jZJ � �� m 1 , Zi 0 LL. Q Q V 1— O 0-1 ERIAL NUMBER 1010.0 0 TO THE BEST OF W WMEDGE,THE DESM DMIED ON THIS DIFFUSER LEGEND DRAWINGDE IN EF M' ' ""�°�'�"""E`OW. CODE IN ERECT AS OF DU1n2 OF CER7ffIGTION BELOW. Ln CS ,-i Z C> N W ® SUPPLY RETURN ® EXHAUST FAN ue = 0o FOR REFERENCE ONLYNNON HA M. V CL A�AN E ,*AIA S AR.'9 \086 Zu- '"'' O z ? oma cc off = ■ ■ cC z m IT 00 Lu 0 OWE W O- M oo a a P' Lu a H ■ uJ �-' a� >Lu - - - - - - - - - - - - - - - - � U W ■ UJ S z I *' CS °° ■ W � O W.I.C. I o $ JWZ W.I. I p � 0 — _ _ I • w ¢ z0 I iX� I ® I a c�CwZ I A Z V � Q W MASTER E = oI O a x � x BATHZ = 0 2u- Z UJ P4 0 A W S0 J MASTER I w N = 0 BEDROOM0 � u- oLu da Lu ceuz ace0 Z o W MECHANICAL I DRAWN BY a Lu NLAUNDRY ROOM S.PROFFITT z "--ftm a % oZ _ � a I CHECKED BY = u ` 1 _ _ _ _ _ _ _ S.VANCLEAVE o � W �� - - - - - - - - - - ' - - - - - - - SCALE m ¢ > / ; I I AS NOTED 0 ¢ 10"X10" AIR E I I 11 X 17 = 1/2 NOTED SCALE Lu u=i JUMPER LL- in o � ;------------------ I I SHEET DATE Lu � I ------- 02-06-15 o cc ------ SHEET REVISION INFO a oz ► ' I I 1 RFI #105059 SV 3-11-15 -- ---- = m o I ------- BEDROOM 4w(n 0cr - _______ RFI #110332 F.M. 6-09-15 ______ OVERED >- W Z ~ I LOFT m m W I _______ ; -____-- B LCONY - J ------- -_---- BEDROOM 3 I I � � WQooI I z = o L,., ; ! ------- i --------- SET REVISION INFO U) W � ------- LU 135I I a- 0cI II II 0 ce w z moo I ® ® ® BATH 2 P4II LU _ ,z I I SHEET DESCRIPTION (In � Wo �1 " - - - - - - - SECOND FLOOR FEW Z DIFFUSER LLJ- U)< = o LAYOUT En2 � Q a o z PROJECT NAME . u ATLANTIC BEACH 0 u.� W = o LEGACY o Ln uj DUVAL 0 N zO = o SECOND FLOOR DIFFUSER LAYOUT _ __ LU � II- I- ,� LOT/BLOCK 2� 82 ZO u- SCALE: 1/4 - l'-011 COASTAL Z o z TBI NUMBER 82 � MOD � a ^ tea W a FRANKLIN ,N-i WU.J a w u z 'Q I— ELEVATION NAME UJ u- Lu Ln z W cn COASTAL N p[ W CD aLu = � ui Lu Q SHEET NUMBER W ?' � o0 Q Z LM H ..oma = �T W 282 ow °° � J O O u- Q Q V I— O PERIAL NUMBER 1010.0 v TO THE BESSr OF Mn NNOMa�cE,THE DESM Dpi=ON THIS ELECTRICAL SYMBOLS LEGEND DRAWINGDEINEF="�TME"� '�"'N CODE IN EFfEGT AS OF DATE OF CERTffIGTION BELOW. � V d) SINGLE RECEPTACLE N ~ UJI Ve DUPLEX RECEPTACLE = o ® 240V RECEPTACLE m SWITCHED RECEPTACLE 1 15 0 0 QUADRAPLEX RECEPTACLE V H - SINGLE FLOOR RECEPTACLE SHANNON K.'VANCkEAVE',AIA DUPLEX FLOOR RECEPTACLE AR`97080 z w 10 SWITCHED FLOOR RECEPTACLE o 99 QUADRAPLEX FLOOR RECEPTACLE 0 z0 ¢ � � GFI GROUND FAULT INTERRUPTER z0 (n w WP WEATHERPROOF GROUND EP ELECTRIC PANELcn ■ cc Lu � C UNIT 1 VP VAPOR PROOF ce z � EYEBALL FIXTURE � ■ � C:) w o ® RECESS INCAND. (EYEBALL) � N N. . W 4 M p IYSINGLE FLOOD - WALL MOUNTED a a Z TAN KLESS GAS ct a a r- o w ¢ FOR HOOD WP WATER HEATER WP _ �+ F-' ■ GFI GFI E.M. DOUBLE FLOOD WALL MOUNTED >, m VENT H U = � SINGLE FLOOD - SOFFIT MOUNTED A ■ Lu DOUBLE FLOOD - SOFFIT MOUNTED U W 8 Z z F _ _ _ GFI ------------ " EMPTY CONDUIT TO 2 WP ¢ � Z _\ GF SURFACE MOUNTED 6/ANG11311BOX W/ BLANK GFI �j ■ v' k o 03-. 0 0 GF / JUEST/ ELECTRICAL PANEL I ------- -- --- I HANGING / PENDANT - CEILING HUNG ■ 0 ■ � r�. _ � �- PLATE IN GARAGE FOR I � > I OPT, BE ROOM 2 GF I _ r'+ W z �_ i� IRRIGATION - - INCANDESCENT FIXTURE CEILING MOUNTED <C S 0 > o -®-- 11J WATER SOFTENER I � i ., ■ ,., � o J , \ , { - INCANDESCENT FIXTURE - WALL MOUNTED ■ cn p FOR GOURMET LOOP , x W Q o DISPOSAL KITCHEN IGF \' ] I G.D.O. i i ` ® RECESSED HIGH HAT a.. p �� o �-- V , \ OPT.N I ,� 24 2 FT UNDER CABINET FLUOR. FIXTURE '� A � p \' i� � \, \ ' 1v i i , 36 V U) z o I I ,u I \, TWO CAR GA GE �----� 3 FT UNDER CABINET FLUOR. FIXTURE Z o `_ ��REF. �. 48 A � "'' Z FOR --- - - '�� , \ 1 ( – i I�--14 FT UNDER CABINET FLUOR. FIXTURE A w = 0 , Il a F IMES p 3: CL DISHWASHER STRIP LIGHT 1-4 x �+ 9 � z Z FI 11 -------------------- p 12x24 FLUOR. FIXTURE p A FOR UNDER- I I I I /ATTIC ACCESS ' 1206 FLUOR. FIXTURE xa a 8 ,W/LGHT ---------------- sCABINET 12x48 FLUOR. FIXTUREUJ zLIGHTING GFI o N SWITtH , 2448 FLUOR. FIXTURE ■ a o w BAT SD/CO EXHAUST FAN ou � °�° BREAKFAST �.0.; f �O EXHAUST FAN w/ LIGHT wOZ /� I / i J ,i 0 AREA 1 -- _ -� I ; / �E.M' ELECTRIC CO. METER liju a ------ GAS CO. METER G.M. DRAWN BY U LL. w \ I i i z -ft \ \ �� i _______________ ' ®SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S.PROFFITT Z Z \ p \ M ----- @12 ¢ \�-` _ – – I SMOKE DETECTOR CHECKED BY = a - - - - - - - - - - - - - T - - - - - - - $ SINGLE POLE SWITCH S.VANCLEAVE qp m Q > I I I $3 3 WAY SWITCH SCALE J o J I I WP I \ /, I I -_--r_\ I I 4 WAY SWITCH AS NOTED �t GFI �_ I �� o w � I ---�---- I -� �� I `� I I $p DIMMER SWITCH 11 X 17 = 1/2 NOTED SCALE U- `f' cn � I - - - - - - - - - -� - - - I —�- - - - • I I FOYERPUSHBUTTON I I COVERED SD CO SHEET DATE UoDB DISCONNECT SWITCHLANAI �--- M a o / __ ------ -�� - ] ]UNCTION BOX 02-06-15 o / - ---- - - - - - - - - - - - - - \ \ \ O a / --- ___ ___ - \ © TV JACK SHEET REVISION INFO O z \ , w m 0 ( TO _ COVERED ` I 1 RFI #105059 SV 3-11-15 p - I / FIREPLACE --- -- �. \ ENTRY I PHONE JACK - PREWIRE ONLY v o "' I I _- ---- -- \ \ I 0 THERMOSTAT RFI #110332 F.M. 6-09-15 Z 0 � � ¢ _ I I --- PHOTOCELL - SOFFIT MOUNT m m W I I FAMIL ---- -- \, I _ Q PHOTOCELL WALL MOUNT o _j I ROOM - --- -- -N W ¢ p p , _ , __ ___ ___ 1 © ELECTRICAL PANEL _ SET REVISION INFO Z p w SPEAKER WIRE FROM TOP OF WALL Lu En J , � ' � SP W / WSTUDY J cc = / DINING ROOM I 4 KEYPAD a- w co I T 1 1 ® CHIMES z 0 > I I 0 - __-- `-' 0 o I I UPSTAIRS _ -- I F----� STRUCTURED PANEL (a.k.a. SMART BOX, F- w = COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY} o w z "' �� �, I in�r. INTERCOM SHEET DESCRIPTION � w � - - - - - - - - - - N - - - - - - - 0 Lu p FIRST FLOOR � z W � HB - - - - - - - m ce a Z ELECTRICAL W ¢ ui o FOR REFERENCE ONLY z = Z W LAYOUT W c `c io� w = z W � o PROJECT NAME .. o W P.-I W ATLANTIC BEACH F- V LEGACY C.3 = p = oFIRST FLOOR ELECTRICAL LAYOUT DUVAL Z W SCALE: 1/4"= V-0" COASTAL z Z Z ,. LOT/BLOCK (412 82 zo `n a z0 TBI NUMBER 82 a. N a04D � MOD oJ;i H a w ¢ z � FRANKLIN � uj M I Wu_ Za ,V-4 zUwO ELEVATION NAME UJ W N � p COASTAL CD ¢ _ � � � �~ zo cLu z = z z w ¢ SHEET NUMBER p �v Z = WLu cC W � ozE1182 m � H _3�; 00U- Q ¢ U F- O ERIAL NUMBER 1010.0 TO THE BESr OF W MOWLEDGE,THE DEM DEPICTED ON-MM ELECTRICAL SYMBOLS LEGEND °"CODE`EF`�SOFD E OFCEI` CATION'BtaDNG CODE IN EFFECT AS OF DATE OF CERTIFlGTION BELOW. Ln CV cq d) SINGLE RECEPTACLE � W DUPLEX RECEPTACLE -- - _ ® 240V RECEPTACLE �? SWITCHED RECEPTACLE J 0 0 � QUADRAPLEX RECEPTACLE U f- �. � SINGLE FLOOR RECEPTACLE ' SHANNON M, VANICCEAVE,AIA DUPLEX FLOOR RECEPTACLE AR-g�080 j SWITCHED FLOOR RECEPTACLE z o QUADRAPLEX FLOOR RECEPTACLE z o GFI GROUND FAULT INTERRUPTER zWP WEATHERPROOF GROUND � o � [—u EP ELECTRIC PANELLu ■a � VP VAPOR PROOF ■ oW � RECESS INCAND. (EYEBALL) FIXTURE 00 a a wNO o SINGLE FLOOD - WALL MOUNTED M a ce a 3: 0 a o W ¢ DOUBLE FLOOD - WALL MOUNTED E., ■ W = mw o0 — — — — — — — — SINGLE FLOOD - SOFFIT MOUNTED A ■ 0 0Lu = I DOUBLE FLOOD - SOFFIT MOUNTED ■ v�w 8 C) o I f Q 17-; z W.I.C. VP I I -�- HANGING / PENDANT - CEILING HUNG � 00 � Wcin V I I $ w z I W.I. I I - - INCANDESCENT FIXTURE - CEILING MOUNTED ■ 0-4 o > o — — — I I I - INCANDESCENT FIXTURE - WALL MOUNTED ■ LL!t Ex I \ I I RECESSED HIGH HAT a Lu = o ,\ MASTER 2 FT UNDER CABINET FLUOR. FIXTUREuj A � A °C v z ATTIC ACCESS �, BATH/ I I 36 �--1 3 FT UNDER CABINET FLUOR. FIXTURE A > I-4--0 FT UNDER CABINET FLUOR. FIXTURE a z W/ LIGHT & �, 1 � � I I � ,,,� A w Lu o SWITCH ,/ I I STRIP LIGHT ►-a 4 - a >- z ,� I I D 12x24 FLUOR. FIXTURE cn - A e = zW �'�� I x o 6t � D 12x36 FLUOR. FIXTURE U 0 0 _ _ _ I 0 12x48 FLUOR. FIXTURE a ■ O W W F I �T N = o ¢ `�\'� - I Q 24x48 FLUOR. FIXTURE ■ � � � FTv I EXHAUST FAN 0 o o J FASTER J -- -- I o � oc °�° BEDROOM � ® EXHAUST FAN w/ LIGHT W o �„ _ _ ECHANICA \\0 CL 71L I G--_� I Q ucle ZO \\ I i-W' i i �. i U. ROOM I �E'M ELECTRIC CO. METER \ -- L-----J < w I �•M• GAS CO. METER DRAWN BY "' \ ` SD a ( ® SMOKE DE S.PROFFITT ZZo LAIDFIDRY E SD/CO 0 DETECTOR/ CARBON MONOXIDE DETECTOR o Q I sD SMOKE DETECTOR CHECKED BY � w 1 - S.VANCLEAVE W - - - - - _ - - _ _ v G � - - - - - - - � SINGLE POLE SWITCH o >- w — TSV ALAR „ 0 3 WAY SWITCH SCALE cc z M, MIN. 6 ABV. DOOR I 3 `_ OPT � ® 1 1 ,_--- r OPT' I $ 4 WAY SWITCH AS NOTED 0 o Q I , \ SCO E - I /- CO / SD COVERED I I DIMMER SWITCH _ � � � � � ��-� __ BEDROOM 4 BALCONY � 11 x 17 = 1/2 NOTED SCALE W cn `L cn , 10"X10" AIR ' _ __ -`` \ 1 I 4 PUSHBUTTON - �`� \ I I DISCONNECT SWITCH SHEET DATE C) °C � JUMPER � -------------- \ � o I � b o I I 02-06-15 ------- _______ SD \ \ SHEET REVISION INFO a°C o z I / ------- ---- -- 1 ] ( � - -� I I ® TV JACK W Co I //" _ /`` PHONE JACK - PREWIRE ONLY /1�RFI #105059 SV 3-11-15 F- o I ,�/ 1 THERMOSTAT RFI #110332 F.M. 6-09-15 W z cn �' � -- ---- (n - J I I PHOTOCELL OCELL - SOFFIT MOUNT >- m w I ,� ___ ___ _____ _ ,/ ■ PHOTOCELL - WALL MOUNT LOFT I � , Ti I J 0 1 1 1 4 / I / 0 ELECTRICAL PANEL W ¢ I 1 --- ------- �/ OPT' OPT' SP SET REVISION INFO W I ; 1 I ] V 0 SPEAKER WIRE FROM TOP OF WALL WP C) Z J = 1 / � � ------ � GFI 1 1 K KEYPAD W 1 / ,� --- BEDROOM 3,/" 4 3 CHIMES oc , 'z a i m r OPT. \ BATH 2 1 o > z 1 / -- -- "/ F====� STRUCTURED PANEL (a.k.a. SMART BOX, w ( COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) w z OPT -� �, O 0 1 1 INT. INTERCOM SHEET DESCRIPTION - - - - - - SECOND FLOOR W D z - - - - - - - � z W mW0- Z FOR REFERENCE ONLY ELECTRICAL 0 �, o Q " LAYOUT W � JZ Lu Ln °C "' = z PROJECT NAME Lu 0 oC 'Q z ATLANTIC BEACH O ? W W = � a LEGACY o W U D UVAL O N Z = a SECOND FLOOR ELECTRICAL LAYOUT z �' °� "- 1'- " COASTAL LOT/BLOCK 20 82 z z SCALE: 1/4 0 z o z TBI NUMBER 82 � c� � zoo MOD o z Lu c�nce ozc N Z d � � FRANKLIN ' w W o I d I— ELEVATION NAME LOV W W z UJ W N �ce o cn COASTAL Lu � W z vim < SHEET NUMBER ac cc -�oo = � Q J� C) ) u- 282 0 Ce ERIAL NUMBER 1010.0 TO niE BEST OF NY LOQ KEDGE,THE DESIGN DOMED ON THIS DRAWING COMPLIES WITH THE APA.IGBLE NININA M WILDING V CODE IN EFFECT AS OF DATE OF CERimaiION BEIDW. N Z w TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING _ _ ~0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE ,� 4 Q cc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER °J° RESISTIVE BARRIER & HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER — FOLD UP WEATHER -:* -015 0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & V F- HEADER TO ALLOW FOR FLASHING INSTALLATION THROUGH FLASHING BARRIER TEMPORARILY SECURE 1. CUT, FOLD UP &TEMPORARILY sHalN�u©Ml�.r.ficAl��')4VE,AIA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER -AR9»so BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR ALLOW FOR FLASHING BARRIER SHEATHING 0 UL- 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION 611 NOTE: CLEAN OFF z� 2EFLASHINGFLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN ANY DEBRIS RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 BEFORE APPLYING z W ..:<::... BARRIER WEATHER RESISTIVE BARRIER ANY SEALANTS. o `A.................... ASSEMBLED ■ W �:. 5 3. FOLD WEATHER RESISTIVE -n WINDOW ) -n 1 m BARRIER BACK OVER HEAD 2 m ex .....:..: .:.. :::::..;. SILL PAN /� I..L. ................. : . : c y ::` == FLASHING AND SEAL WITH TAPE � _ - � —j O Z 'w w ........ .. 1 i M FLASHING LIQUID APPLIED a o F- � s - Q w W :::;: ►--1 �, o ........ .. o z ::::. DO NOT FLASH MEMBRANE MIN. .::1•.: ::1::... 0 w �. p . :.::;::': CORNER OVER BOTTOM LIQUID APPLIED 9" WIDE �, ■ MEMBRANE '���:1 ':r...':-:.::�:�:•::: NAILING FLANGE O A w o :' {:: :.,':... ::r::::: PATCH r•:.:::::.. :::::: W o Lu z : NOTES: CONTINUOUS BITUMINOUS SEAL WI T CS ■ a...... INSTALLAT ::a:::::::::: ::.r:: ::a..:::::: 00 o ::�:: ::a:.:::" 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING FULLY ADHERE TO A �" .a.......... WOOD SUBSTRATE OVER LAP $ : : MIN. 6" WIDE CONFORMING TO AAMA 771- 7 ■ J W z :r::: 0 0 o FLASHING f: ( ) ADJACENT BLOCK MIN. 6" ::�':. > ::J::. =::7. FLASHING W o ::1:: :.7:::..:::. r� ■ 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF a :'x:: WINDOW SILL PLATE. Z O Fw- _ PRE-CAST SILL a A NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. Z v� a cl_"� ::�.::::::... 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) w ,.......:.. V z 7. .. . A m (Ar.......::.. 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED a �,,, o •::r::•�•�::�•• CONFORMING TO AAMA 711-07 Lu BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 a o a - 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS z Lu z ..... 3. MECHANICALLY FASTEN AS NECESSARY ~ ce ■ U � Z EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL - TYPICAL Q EXT 2 FLASHING DETAIL 0 ce a oo D3 N.T.S. (EXT-1) D3 EXT-2 w OPTION -A N.T.S. ( ) o ce m TUCCO RAKE JOINT AT WINDOW LIQUID APPLIED � C:) z IOR PERIMETER CAULKING Q p MEMBRANE 0 0 (n 611 FLASHING W 0 BE SECURED DIRECTLY °G CONT. DRIP EDGE TO T CTURE AS DESCRIBED DRAWN BY v w m CANT STRIP ACROSS DOOR HEAD ON PRO PROVAL M. STRICKLAND I z 0 TO DIVERT RAIN WALL PER PLAN -- WALL PER PLAN CHECKED BY vi o Q SILL PLATE FLASHING DETAIL oc ............ ................... _ ............. �, RED 0. SWAFFORD o >- EXT-3 AT ARCH WINDOW FRAMING > SEE NOTE #2 m Q �, RAIN DRIP __ __ __ � SCALE REG LET D 3 N.T.S. (EXT-3) 22 X 34 - SCALE AS NOTED EXTERIOR - 0 0 = WA DOOR 11X17 = 1/2 NOTED SCALE w (n LL SHEATHING 0 0 WITH WEATHER EXTERIOR P.T. WOOD BUCK SET IN � d o RESISTIVE BARRIER WINDOW CONTINUOUS BEAD OF SHEET DATE ANTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED ON PRODUCT APPROVAL o cc � NOTES: � TE. CLEAN OFF w o 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE: DRYWALL DEBRIS SHEET REVISION INFO = m U CONFORMING TO AAMA 711-07 � o � THIS DETAIL ONLY APPLIES AT EXTERI R E APPLYING Z v o (D 2.2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OV RHANGS NOTE: A LANTS. ,Q � � z ABOVE THEM AND DOORS THAT HAVE SECOND WINDOW BUCKS A CAULKED >- m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. TO WALL & WIN MES CAULKED o AT INTERIOR ERIOR PERIMETER Lu Q Lu WSET REVISION INFO = WATERPROOFING AT EXTERIOR DOOR EXTERIORPICALZ ce_ ce m EXT-5 EXTERIOR OPENING OR BEAM EXT-6 HEAD DRIP DETA L _ MEAD DRIP DETAIL1� wEXT 7 _s JAMB SEALANT DETAIL z � o> o D3 N.T.S. (EXT-5) D3 N.T.S. (EX -6) D3 N.T.S. (EX D3 N.T.S. (EXT-8) w z r - LIQUID APPLIED w o z MEMBRANE MIN. SHEET DESCRIPTION w 0 Z V 9" WIDE STANDARD � o o a W o SEAL W AT NOTES & DETAILS Lu - > u LIQUID APPLIED INSTAL z z = 0 MEMBRANE Lu _, z .0. COURSE STUCCO ON 8 CONC BLOCK WALL Lu = 1) - #5 CONT SLOPE W/ #5 IN GROUT FILLED CELL W/ a, 'm zo MIN. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. PROJECT NAME ce vi� HOOK BAR DIRECTION (SEE CHART & BEND DOWN INTO STAIR. 0 w z w *• FOR SPACING) -----__--..�, ; WALL PER PLA o � _ , CONC. STAIRS PRE-CAST SILL �. SITE WALL S LE - ' ° SECONDARY PO OCK W HEIGHT FOUNDATION INF. DOWEL , -i - a O.C. z o = o ' SIZE (W SPACIN 8" M T ' a a� LS BEND CMU S EMWALL w/ 0 STAIRS. LOT/BLOCK E u, w F' oc o 0'-0" to 41.011 2'-011 (3) #5's CONT. 56"o.c. a CL z oz z U- 0 #5 VERT. HOOKED INTO M z o z to 6'-0" -4" (4) #5's CONT. 48"o.c. FOOTING @ 40" O.C. cn 1 11 ---- ``- TBI NUMBER T-' o z o f; "x 1'-4" 1(4) #5's CONT. 32"o.c. BEND #5, 2 -0 INTO SLAB i'-o" MIN. z � c�� (TYP.) 6�' "x5" METAL FLASHING STEP OR MODEL ce Z °� GRADE i ' a' a• GRADE w/TAR BETWEEN CONTINUOUS Z �' w — _ °� `� III III FLASHING AND SHINGLES FLASHING ALL o -Z CD uj RUN KICKOUT • III— � � Lu z '� -I I ( , , I I I ( �' III , �9 FLASHING 6" PAST o c.� F--� w U- _ LIQUID APPLIED ELEVATION NAME V � I a a EDGE OF ROOF PER PLAN MEMBRANE `y o PAVERS AT .. _.�_.�a_ s�a___ W 0 cl� ° AREAS, TYP. a PLAN VIEW ALL E '4� _ . `L � -- . Fri. EXTEND TYP. FTG @ w � F- V WINDOWS TO BE INSTALLE c z = z o SEE CHART FOR IDTH, EE STAIRS & PROVIDE PER AAMA 200-09 z V w FOOTING SIZE AND DETAIL F D-3B #4@ 18" O.C. E.W. �, �, �• c cd REINFORCEMENT INFO il uj AL RToSHEET NUMBER Im"'Y P ICAL CMU PRIVACY WALL STEM T_1 CONCRETE STAIRSON GRADE _0EXT1 ALL FLASHING DETrEXT-4 WIN DOW FLASHING DETAIL ; zoo U- D3 SCALE: 3/4" = 1'-0" (EXT-9) D3 a ¢ p SCALE: 3/4" 1'-0" (EXT-10) D N.T.S. (EXT-11 D3 N.T.S. (EXT-4) LAo ERIAL NUMBER 1009 BEST ESIGN DEPICrE THIS ROOFING PER CONTRACT ON (2) TDTHENGCofMrSWrrIEDGE,THE AREN ND4UNB oMING DRAWING OOMPLIES YYf,H THE IIPPIIfJIBLE M1MIMUM BUILDING CERM v LAYERS OF 7/16" SHEATHING ECODE IN W�oFowTEOFCATION BUM. CD z (CONTRACTOR TO PROVIDE PRODUCT ` APPROVAL FOR ROOFING SYSTEM) SEE PLAN LU = 0 2X6W/ 2" DIA. -0 15 ce ROUND VENT @ m 24" O.C. u v v v vl� METAL DRIP EDGE � SHANNON WVANCIAft'9'7D80 EAVE,AIA TALSHINGLE ''CARIBBEAN CLASSIC COAS 1X4 FASCIA 0 U- CEILING INSULATION z Q 0 SEE ENERGY CALCS. 6­4 SOFFIT LEGEND N.T.S. 2X6 RAFTER TAIL © c W @ 241, O.C. 1/2" RIGID GYPSUM BOARD ■ n °; 0 3/8" CEMENTITIOUS DBL. 2x SYP. WD. ■ Z m SOFFIT TOP PLATE N o w J 2x SYP. #2 WD. STUDS �' w 0 U- 0 FINISH MATERIAL @ 16" O.C., TYP. a a e � � o PER ELEVATION WALL INSULATION a %-- � LU = a 1 X 6 HEAD TRIM (SEE ENERGY CALCS) F" ■ > � m O A w o = 0 2x SYP. #2 WD. HEADER w ■ 0 0 = SEE SCHEDULE ■ S O W N ¢ z � ■ 0 BACKER ROD SCHEDULED WINDOW -94 g J W z SEE FLOOR PLAN w ■ '" AND SEALANT ( ) o 0 > 0 WINDOW ATTACHMENT x ■ W> UJ 0 5/4 SILL COMPLIANT W/ FBC R a O v? W a o 1 X 6 APRON 2x SYP. #2 WD. STUDS @ a A 0 Lu 0 16 O.C., TYP. w z A Lu W z EXTERIOR STRUCTURAL A U cn D WALL INSULATION ¢ SHEATHING AS REQUIRE � a aZ BY FRAMING DETAILS (SEE ENERGY CALCS) '� a s A w Via © x WATER RESISTANT BARRIER O A >- z �•—+ Z UJ (2 LAYERS REQUIRED) CONNECT WALL PER Q 1:4o c POLYETHYLENE HOUSE WRAP FRAMING DETAILS a ■ O 0 0 v OR APPROVED EQUAL SYSTEM uj z J 2x SILL PLATE FINISHED BASE MOULDING ■ w N o ice 3/4" GYPCRETE (OPTIONAL) 0 2x RIBBON FASTENED TOP OF aO w TO FLOOR TRUSSES PER 3/4 THK. T&G SUBFLOOR FLOOR m TRUSS ENGINEERING TRUSS ce a ou o ROOFING PER CONTRACT ON (2) 0 0 LAYERS OF 7/16" SHEATHING w u 4 (CONTRACTOR TO PROVIDE PRODUCT Q DRAWN BY APPROVAL FOR ROOFING SYSTEM) SEE PLAN > D. KRAMER z z o WAINSCOT/TRANSITION CHECKED BY Q � cOi� 2X6W/ 2" DIA. Lu ROUND VENT @ 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE o 24" O.C. ,-'' TO FLOOR TRUSSES REQUIRED OVER GARAGE DC z W PER TRUSS ENGINEER (SEE ENERGY CALCS) SCALE ED ¢ > 22 X 34 = SCALE AS NOTED J METAL DRIP © � ¢ EDGE DBL. 2x SYP. WD. TOP PLATE 11X17 - 1/2 NOTED SCALE w cn 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR 1/2 RIGID GYPSUM BOARD O © � TRUSSES (VERIFY W/ TRUSS SHEET DATE d 0 CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) ii 2X6 RAFTER TAIL (SEE ENERGY CALCS.) o z @ 24" O.C. 1/2" RIGID GYPSUM BOARD 1/2" GYPSUM SHEET REVISION INFO a WALLBOARD ON STUDS _ 3/8" CEMENTITIOUS DBL. 2x SYP, WD. W/ WALL INSULATION o TOP PLATE (SEE ENERGY CALCS) Z u zo c�.� SOFFIT 1 X 6 HEAD TRIM z 2x SYP. #2 WD. STUDS m w , FINISH MATERIAL @ 16" O.C., TYP. yQ J PER ELEVATION HEADER , SEE FRAMING W ¢ o WALL INSULATION PLAN FOR SIZE AND DEPTH z Lu 1 X 6 HEAD TRIM (SEE ENERGY CALCS) SET REVISION INFO Lu (n o ZLU 2x SYP. #2 WD. HEADER UJ -SEE SCHEDULE a :5 � U) Co (.7cewz >o o BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW z v = AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) SHEET DESCRIPTION W zWINDOW ATTACHMENT WINDOW ATTACHMENT w o Z 5/ 4 SILL COMPLIANT WITH FBC-R 5/4 SILL COMPLIANT WITH FBC-R z w 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON >- W p STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD m w in. z EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO o ¢ W 0 BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS z z= o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS W 0 J z GAP BETWEEN FOUNDATIONGAP BETWEEN u�., c~n J ¢ AND SHEATHING @ 16" O.C. TYP. AND SHEATHING UNDATION " ¢ @ 16 O.C., TYP. W o � 0 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME in WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION c ¢ 0 z (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS r/ 0 11J ? W POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE ~ o W FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE cn Lu F_ FINISHED BASE MOULDING FINISHED BASE MOULDING o u- cn MAIN FIN. FLOOR MAIN FIN. FLOOR Z o W ELEV 0,_0.. - - - - cn W 0 @ . . ;:. :.� ELEV @ 01_0�� ° ° :� LOT/BLOCK zz o o Z o z TBI NUMBER cx. - (n o 2r- uj _� b c:)z MODEL 4 CONC SLAB W/ 411 CONC SLAB W/ cc ¢ rn (n VAPOR BARRIER VAPOR BARRIER Cl (n W W Q �� ° _ <" ° _ ALL 'Z w o z — REFER TO STRUCTURAL — - REFER TO STRUCTURAL Lu W z ¢ z - _ DRAWINGS FOR Z - DRAWINGS FOR ELEVATION NAME z w �`' p I -a a. I = COARSE COUNT & -a = COARSE COUNT & Ln W :4. FOOTING SIZE I IEE� :� '9* � : FOOTING SIZE COASTAL cv W _ a (PROVIDED BY _ I a PROVIDED BY `�_ U- OTHERS OTHERS Lu SHEET NUMBER Lu o z = EXTERIOR WALL m (n ;u_ W m W 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION Z . . A uj J o o U- SCALE:: 3/4 - l'-O" SCALE: 3/4 = l'-0 PERIAL UMBER 1009 TO THE BEST OF W WOWLEOGE,THE DESIGN DEPICTED DRAWING COMPLIES WM THE APPLICABLE MINAAUM BUILD' CODE IN EFFECT AS OF DATE QF CI3tfLFICATION RM. V N z SET MIRROR 3" FROM _ SET MIRROR 3" END OFF BACK SPLASH FROM INSIDE CORNER DRYER VENT (TYPICAL) MI R=VANITY 5 GAS PIPE (TYPICAL) �' JUR1 0- 015 FOR GAS DRYER ONLY � a J 1 2 cn _ \\ 0 o ime COUNTERTOPS oc O Y DRYER VENT TYPICAL IR u C7 ( ) SHANNOIL-P4:y8NCLEAVE,AIA 36" HIGH X = °° GAS PIPE (TYPICAL) AR 97080 (VANITY-511) MIRROR i M p FOR GAS DRYER ONLY u- 0 UTLET BOX L------------ m 11 O _- - _--_-_- .s 1/4 MIRROR DRYER VENT BOX- In o CENTER SIDEWAYS ATTACH PER MFR. � cn IN BACKSPLASH 0 0 INSTRUCTIONS z w 1/2" RECESS DRYER VENT BOX- 0 ■ Lu FOR MIRROR ATTACH PER MFR. ■ in Lu m r,;, 0 2X4 HALF WALL F 1:1 !� O INSTRUCTIONS _ vs & 00 o uz, ; M YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE �, W 00 M u_ O 1 TRIM MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a a . Lu °C o a v CABINET o W ? VANITY MIRROR INSTALLATION INSTRUCTIONS: ° � F u.j ca w ~ O 1. MIRROR TO BE GLUED TO WALL AN ET WITH REMOVABLE LIP T WITH PEDESTAL o = W D S 0 CLIPS O HOLD SECURELY IN PLACE. �,,,) w 8 z = 2 AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: 11 CS ■ o o o C RNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, i 8 > NOTE: BRACKETS REQUIRED IF !� BOTTOM, OR REAR VENT LOCATIONS. -< ■ o > o COUNTERTOP CANTILEVERS MORE THAN 10 3 UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED w B=FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM i>mLENGTHS PER MANUFACTURERx o 111 'S SPECIFICATIONS. a 1 2 o z +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. a O w Q 0 A 0 � = V � W r� A a rNT-1KITCHEN HALF WALL DETAIL INT-2 ASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY z w � A V � Z - 11 _ ,_ 11 0 �$ SCALE: 1/2" - 1'-0" (INT 1) �$ SCALE: 1/2 - 1 0 (INT-1) �$ SCALE: 1/2" - 1'-0" (INT-3) a A w cC z '-� � Q cin TILE OR STONE ON 1/211 COMPARE O A z ,Z HARDI BACKER BOARD MANUFACTURER'S 04 o F- o OVER 4" EXT. PLYWOOD DIM OF TUB & ■ O w No o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION I--J N P z Q TO CONTRACT SPECIFICATIONS) ■ �" � 0o ¢� w WALL TILE REFER TO FLOOR PLAN VARIES - SEE PLANS O a m U o 2X BLOCKING BETWEEN VARI -� MODEL 1 ROW OF TILE w V z STUDS (3 WALLS) oda- - 2X4@16O.C. Q � � � Lu DRAWN BY v c w VINYL LINER (3 WALLS) ED 5 o CORNER SHELF M. STRICKLAND u- m UP WALLS O (1) CERAMIC CORNER Z z o o 57 SHELF AT 48" A.F.F. �—2X4 LEDGER CHECKED BY wn ZA ¢ 100% SILICONE BETWEEN ,i m FLOOR TILE _ _ 0. SWAFFORD _ °; ILE BACKER BED o � �- ,- �-- '--' ce- II ` N N DROP IN TUB N SCALE o Q 2 SHOWER DRAIN mQ > TI W > LL: + 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED JO J -2X4 THRESHOLD Jo f- Q ao 11X17 = 1/2 NOTED SCALE u- TILE AT DOOR Q BE P.T. SUPPORT N O o °C 1 THRESHOLD W 2X4 TO U DER SHEET DATE V O � WALL TILE WHEN IN CONTACT TUB AS REQ. BY a oPUkN r,, �- W/ CONC. MANUFACTURER'S. O ADJUSTABLE GAUGE COAT WETBED '�., SHEET REVISION INFO � o z SHOWER DRAIN ER SET IN SEALANT @ Lu in o (FR-�33D RO P I N TU B DETAIL o _ 2 SHOWER DRAIN GE OVER ROOFING FELT © 0 I MARBLE SHELVES WI NOTE: ��D8SCALE: 3/4" = 1'-0" (FR-33) a = � M . 3/4 X 9 RADIUS EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION � °uj° z � ARBLED TILE OPTIONS ARE SELECTED IN LIEU OF CERAMIC WHEN ARBLE/ WEL , AS PLUMBING ACCESORIES. REFER TO F�P� s J ARC ITECTURAL PLANS BY MODEL. Lu i o w G�`Z`O ���'� SET REVISION INFO o Ln J W _ WER & CURB ON FRAMED OR STANDARD SHOWER SHELF LOCATION z INT 4 INT 5 END POST TIED INTO FLOOR QP�� a "' m �$ ALE: 3/4" = 1'-0" T-4) $ SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO oc W m BOTTOM OF FLOOR JOISTS. 0 > s" F- w = END POST TO PENETRATE o w zinSUBFLOOR. SHEET DESCRIPTION Lu p STANDARD FACE NAIL END POST TO w ~ m a o BLOCKING. NOTES & DETAILS oL, o Lu �'�'-' z �c2x BLOCKING BETWEEN z z = o FLOOR TRUSS AGAINST ' z wcwcvic¢n ¢ END POST. '' PROJECT NAMEoc w a o SUB FLOOR. Lu LLI � i i i /� i ] i / // /• /moi i ' \ \ ' ' LOT BLOCK u_ w � / \\ / E u) Z w �ri� i� / / \\\� / / ' LOT/ BLOCK z 0 z �imoi' \\\ \T �i moi' // � \ ymoi' -' / \ \ \ / - > / / / TBI NUMBER Q '' '/ ' '� �' '' ( � MODEL� � O '( it / ��y /moi �� (n Haw %' /'// \\\\ %' /�'. ALL w i�' ' '' NAILS(TYP) N w o z FLOOR TRUSS. / ' ELEVATION NAME .. W Z / OL.7 u_ cq z w O � � o ALL > vi~ zo o z = z Z 1 ` uj SHEET NUMBER W3i: ` m -a WizLU= W W —�-�- FR-34 HALF WALL TIE-IN DETAIL �. in W CO Lu � z � w D$ N.T.S. (FR-34) .� O O u- Q Q V H O ERIAL NUMBER 1009 v