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1793 ATLANTIC BEACH DR - rev. ARCH DRAWINGS TO 8 f W M DRAWING COMPLIES WGn nEFFuW4 'd 11G ODDE IN EFFECt AS OF DATE OF diff C im 1)ELONI. V May 9,2016 N ~ O FAQ 00 p (� 0 0 o- � Ce0 0 0 `�e 2 00 a J 00 AR96730 fn , (, F— 0 0 �7 00 0 t400 FRED � Z u.. MANUEL GONZALEZ,AIA O AR 96730 _ Z Z Q 5Uj � cro to W O a m Ce W LIST OF DRAWINGS GRAPHICS �. Vj ABBREVIATIONS W - C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PERCL �••a w M N GN1 General Notes c� a 4 w o W ? _ DETAIL NUMBER _ ETAIL NUMBER & AND FLR. FLOOR SQUARE INCH U om ___ RAWING NUMBER ___ DRAWING NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND 0 w @ AT F.P. FIREPLACE LUMBER O A FRONT P R. POWDER ROOM BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. U ABV. ABOVE FT. 00 FEET P.T. PRESSURE TREATED a = ~ SLAB LAYOUT u o 0 � o _ _ DETAIL NUMBER _ ETAIL NUMBER ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD W A1.18 Slab Layout - - - °� z A1.N Slab Layout Notes and Details --- --- / --- RAWING NUMBER RAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER � S � �, O y A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD W o o AHU AIR HANDLER UNIT GAL GALLON o a o FLOOR PLANS ,j/ .CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER A2.18 First Floor Plan ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR a O -.-CENTER LINE GFI GROUND FAULT RAD. � W z A3.18 Second Floor Plan RADIUS w o `� A3.N Floor Plans Notes, Details and Schedules B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR � � z ELEVATION MARKER SPANISH TILE BD. BOARD A z GL GLASS REINF. REINFORCING a NJ Ce o SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM a a A � >- ,Z EXTERIOR ELEVATIONS _SLAB RECESS SIDING BOTT. BOTTOM R.O. ROUGH OPENING "'+ A z ,,,, % � BR. BRICK `-' = a H HIGH R D. REQUIRED � A5.18 Front&Side Elevations and Notes BKFST. BREAKFAST Q Q Q x o o Ce O 0 A5.1.18 Rear&Side Elevations and Roof Slope Plan FRAME BEARING WALL BRICK HB HOSE BIBB R & SH ROD & SHELF aN 0 U �- ; A5.2.18 Exterior Elevations Details INTERIOR WALL NON-BEARING • . STUCCO FINISH CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL ,, N = o a ) C.J. CONTROL JOINT HGT. / HT. HEIGHT w P o CMU MASONRY WALL _ _ EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET o GABLE END WALL INSULATION CLG CEILING SGL SINGLE U a m BUILDING SECTIONS CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET Uj o z A7.18 Building and Stair Sections FRAMED KNEEWALL - DECORATIVE STONE C.O. CLEANOUT INT. INTERIOR SH. SHELF I.L.O. IN LIEU OF SHWR. SHOWER o Ce 0 O DROPPED SOFFIT = PRE-CAST LINTEL/ HEADER COL. COLUMN SL. SLIDER Q 0 a COMP. COMPRESSOR a � � SPECS SPECIFICATIONS DRAWN BY 0 li W DIFFUSER LAYOUTS CONC. CONCRETE KS KNEE SPACE S.P.F. SPRUCE PINE FIR S.FOX 0° M1.18 First Floor Diffuser Layout CONT. CONTINUOUS z o z n Floor Diffuser La out _ L LONG SPRG. PT. SPRING POINT CHECKED BY V C) m M2.18 Second oo y w (n , DB. DOOR BELL ,LAV LAVATORY STD. STANDARD Ce LDRY LAUNDRY STL. STEEL J.PALM � ' � DBL. DOUBLE LIN LINEN STOR. STORAGE SCALE m a Ui ELECTRICAL LAYOUTS �EcosH. DOUBLE ROD AND SHELF LT LAUNDRY TUB 22 X 34 - SCALE AS N J o � E1.18 First Floor Electrical Layout DECORATIVE T TOP - NOTED o o = E2.18 Second Floor Electrical Layout DET. DETAIL 11X17 = 1/2 NOTED SCALE M.B. MASTER BATH T&G TONGUE &GROOVE w U_ cn DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 0 0 DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE V O STANDARD NOTES & DETAILS DN DOWN _MFREd C4 t5 . MANUFACTURER T.O. TOP OF 12-30-15 LU o D3 Standard Notes &Details DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO O ccz D7 Standard Notes &Details D.S.S. DENSE SELECT STRUCTURAL MIRK. MIRROR TRAN. TRANS M W � oz D8 Standard Notes & Details 0 = m U DW DISHWASHER MLDG. MOLDING TYP. TYPICAL o � o DWG. DRAWING M.P.H. MILES PER HOUR E MT METAL THRESHOLD UC UNDER COUNTER � EGRESS W z ? U.N.O. �' cow E E UNLESS NOTED oACH END N.T.S. NOT TO SCALE OTHERWISE w a o o E.W.E•W• EACH WAY V.B. VAPOR BARRIER � � W L• ELEVATION O.A. OVERALL SET REVISION INFO O z J = ELEC. ELECTRICAL O.C. ON CENTER VERT VERTICAL # ENCLOSURE V.T.R. VENT THROUGH ROOF � � cn � EN L. O.H. OVERHEAD W oo NG ENGINEERED OPT. OPTION(AL) z O EQUIP EQUIPMENT OPNG. OPENING W WIDE � o = EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH o w z cn W.C. WATER CLOSET SHEET DESCRIPTION U) 0 2: PED. PEDESTAL SINK WD. WOOD �_- z w � P S.F. POUNDS PER WDW. WINDOW > oc o W.I.C. WALK-IN CLOSET COVER m oc a z SQUARE FOOT WP GFI WATERPROOF GFI W aW.W.M. WELDED WIRE MESH SHEET z = z DESIGN CRITERIA HOUSE ELEVATION ABBREVIATIONS W.W.F. WELDED WIRE FABRIC W a o z _ _ ABBREVIATION FULL NAME ELEVATION CODE PROJECT NAME W _ o TWO TORY FRAME SINGLE FAMILY RESIDENCE GROUP R3 MAN. MANOR 03 z z BUILDING TYPE: V - B WIL. WILLIAMSBURG 07 ATLANTIC BEACH HERITAGE 0 0 � � PRO. PROVINCIAL 08 W = o DESI N BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CHA. CHATEAU 09 _ 5TH EDITION (2014) _ VER. VERSAILLES 10 DUVAL u TY W WIND DESIGN BASED ON ASCE 7 10 z o W CLA. CLASSIC 18 W F.B.0 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH MED. MEDITERRANEAN 19 LOT/BLOCK 0040 z o Z `L F.B.0 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH Tom'• TRADITIONAL 20 TBI NUMBER CA- z z COU. COUNTRY MANOR 21 0040 E o U z F. 5TH EDITION (2014) PLUMBING EXPOSURE - B HER. HERITAGE 22 MODEL m aL � O z F.B.C. 5TH EDITION (2014) ENERGY CMN. CIMMARON 28 STONEBROOK ENCLOSED BUILDING CFT. CRAFTSMAN 31 � ~ "' w � SN. MISSION 30 Nn z COC O N S RVATI O N W o z INTERNAL PRESSURE COEF. +,18/-.18 sCL. W W < F.B.C. 5TH EDITION (2014) FUEL GAS SPANISH COLONIAL 32 ELEVATION NAME z W O FOR WINDOWS & DOORS SEE FLOOR BOR. BORDEAUX 33 F.B.0 5TH EDITION (2014) ACCESSIBILITY BRo. BROUGHAM 39FFtCE COPY PLAN FOR ACTUAL PRESSURES w CLASSIC NOi Q= ` NATIONAL ELECTRIC CODE 2011 (NEPA 70) REN. RENAISSANCE 40 c� C z F z o THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41 z N.F.P.N.F.P.A. 2014 Tus. TUSCAN 44 0 �;W FOR 12 MONTHS AFTER THE DATE IT CALAIS 46 Z SHEET NUMBER LU z W �° ASCE 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE cam' REVISION Q _ �' CURRENT CO D E I VALID ITV. ITALIAN VILLA 58 sP# _ ��r _ SHINGLE 62 `� o FEMA RULES & REGULATIONS sHN. ; LU PBC. z CO m � PALM BEACH 80 DATE J LU _j = _1 CRB. CARIBBEAN 81 SIGNED --- aCUj UF_ O } CST. COASTAL 82 � SERIAL NUMBER 1014.0 TO THE BEST OF W=WLEDGE,THE DESIGN DEPICTED ON THIS DRAWING CONPLIES WITH THE APPLICABLE NINImm BUILDING CODE 1N EFFECT AS OF DATE OF CERTIFICATION BELOW. • z GENERAL NOTES CAST IN PLACE CONCRETE WOOD CONSTRUCTION C=) 6_4DOORS&WINDOWS N c1i 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE1. ALL CONCRETE SHALL HAVE THE TOLL WING MINIMUM COMPRESSIVE STRENGTH AT 28 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE ce 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA ALL DESIGN SPECIFICATION USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 24 INCHES IN 'C 0 0 W AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS �j= .DAYS: FOR WOOD CONSTRUCTION" APPLICABLE EDITION. HEIGHT&5.7 SQ FT..IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE ���,�0� �° 0 F- DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. = O SLAB ON GRADE,FOOTINGS 25 0 PSI WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT 0 E C7 W WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. 2. ALL WALL STUDS AND MISC.WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 0 �0 co REMAINING CONCRETE 300 PSI 0 0 � >- J STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 0 0 2. ALL CONCRETE SHALL HAVE A SLUMP F 4"PLUS OR MINUS 1",AND HAVE 2 TO 4% WINDOWS INDICATED WITH(E OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE BLDG. 0 6730 j V f- AIR ENTRAINMENT,AND A MAXIMUM W TER/CEMENT RATIO OF 0.58. 2X4 S,2X6 S OR 2X8'S @ 16"O.C.(U.N.0) CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. 00 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 00000 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE RED ASG _ STRUCTURAL DESIGN CRITERIA 301 CHAPTER 3,METHOD 1 OR METHO 2. SUBMIT BACKUP DATA AS REQUIRED BY ALL NON-LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24"O.C.OR TEMPERED SAFETY GLASS,SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 Z ti LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CHAPTER 5 SECTION 5.3.OF THE LATE T EDITION OF ACI 318. ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16"O.C. MAX. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH ..., 0 SPACING W/1/2"MIN.GYPSUM DRYWALL EACH SIDE OR 2"x4"STUD GRADE LUMBER OR BETTER SOLID WOOD DOORS NOT LESS THAN 1%INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB CORE MANUEL GONZALEZ,AIA RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF AT 16"0/C WITH SINGLE TOP AND BOTTOM PLATE. 3 ( ) AR 96730 - p 4. ALL REINFORCING STEEL SHALL BE NE DEFORMED BILLET STEEL STEEL DOORS NOT LESS THAN 1/INCHES(35 MM)THICK,OR 20 MINUTE FIRE-RATED DOORS. Z 0BALCONIES/DECKS 40 PSF CONFORMING TO ASTM A-615 GRADE 0. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE < 1_4 STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"DIA.x 3 1/2"TAPCON SCREWS,6" Z ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ O _ ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL BE IN AC ORDANCE WITH"THE BUILDING CODE 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF (2)ROWS OF 10d NAILS AT 10"C/C. � W O HABITABLE ATTICS 30 PSF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF REQUIREMENTS FOR REINFORCED CO CRETE ACI 318 LATEST EDITION,AND SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION p C- "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,"ACI 301. SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. DIA, EXPANSION BOLT w/OVERSIZED $; 00 WASHERS AT 32"ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 00 CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 00 M JO STRENGTH 6.CONCRETE TICKETS SHALL BE TIME-S MPED WHEN CONCRETE IS BATCHED. ENGINEERING PRIOR TO INSTALLATION. OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE mN p F- @ 28 DAYS THE MAX.TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE Wp APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL W v CL REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION SH LL NOT EXCEED 90 MINUTES.IF FOR ANY REASON ►�1 0 w Q ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATC IS HELD FOR LONGER THAN 90 MINUTES,THE 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PREVAiI AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. a W = CO ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BE PLACED.ITS iALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS GYPSUM WALLBOARD 0-1 u> ~ O POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. " " " " E-+ 0 -1 FIBERS PER CUBIC YARD PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL E y g W GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE 0 0 = CONCRETE ASTM C90-01,STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPE"S" 1800 PSI 7. ALL REINFORCING DETAILS SHALL CO FORM TO"MANUAL OF STANDARD PRACTICE FOR RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. 0 A °r 0 Q = F- MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. N p ZUNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE STRUCTURES"ACI 315 LATEST EDITION,UNLESS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS,UP TO 8'ABOVE FINISHED FLOOR. W O > 5 STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD II-IrlDETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. vs o g 6. WALL SHEATHING SHALL BE 7/16"O.S.B.U.N.O. UNDER-STAIR SURFACE AND ANY ' W O i�up O AT INTERIOR WALLS PROVIDE 7/16"OR 5/8"GYPSUM WALLBOARD EACH SIDE OF STUDS, SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. 0 EWOOD BEAMS,RAFTERS,JOIST,PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19%M.C.) 8. SUBCONTRACTOR SHALL REVIEW ARC TTECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND NAILED WITH 5d COOLER NAILS AT 7"O.C.(USE 6d COOLER NAILS FOR 5/8"WALLBOARD) Q H Z FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS,SLEE fES,SLAB DEPRESSIONS,SLOPES,ETC. AT ALL SUPPORTS.PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS W Q O FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. THESE EMS SHALL BE FURNISHED AND INSTALLED NOT REQUIRED FOR NON-BEARING WALLS. GLASS BLOCK !R = V WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S- 1800 psi AT 20 DAYS A ?� PRIOR TO PLACEMENT OF CONCRETE. AT EXTERIOR WALLS SHEATHING: EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. P a ce_ W p VERSA LAM BEAM: Fb= 2900 PSI(2.OE) FLEXIBLE FINISH-MIN. " APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING FASTENED w/ GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ►-a V O Q WOOD COLUMNS: PARALLAM 2.0E U.N.O. 9. SUBCONTRACTOR SHALL VERIFY LOCA ONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, 8d @ 6"O.C. EDGE AND 6"O.C. FIELD.SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM W A ~ A" Lu 9 Z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED BY 0TH R TRADES BEFORE CONCRETE IS PLACED. PLATE TO UPPER TOP PLATE. BUILDING IDENTIFICATION A Z A u uj a O TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF FLEXIBLE FINISH WALLS INCLUDE:WOOD,CEMENT,OR VINYL SIDING,HARDI PANEL&BRICK.ALL APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH e� TOP CHORD DEAD LOAD: 10 PSF 20 PSF OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE Q a A }- Z 10.WHERE BAR LENGTHS ARE GIVEN ONTHE DRAWINGS,THE LENGTH OF ANY HOOK,IF PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH = z W BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF REQUIRED,IS NOT INCLUDED. HOOK SHALL BE PROVIDED AT DISCONTINUOUS ENDS 7.FLOOR SHEATHING IS 3/4"(OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"(OR 23/32") THEIR BACKGROUND. a04 o H Q TOTAL: 40 PSF 50 PSF Q O.S.B. 48/24 RATING),GLUED AND NAILED WITH 8d RING COMMON NAIL OR 10d COMMON AT 6"O.C.AT `""' `0 OF ALL TOP BARS OF BEAMS AND ATSABS EDGES. ( ) { ) STUCCO c`O, p O WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SUPPORTED EDGES,AND AT 6 O.C. AT INTERMEDIATE SUPPORTS ,'2'i N W ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO a Z Q SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS.DESIGN FOR NEW WIND 11.SUBCONTRACTOR SHALL PROVIDE SP CERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL O ce_ UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD 8. ROOF SHEATHING SPECIFICATIONS. PLYWOOD PANELS. 0 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SHINGLE-MIN.lg",11,APA RATED OSB OR PLYWOOD SHEATHING,NAILED w/8d RING SHANK >- oC SURFACES SHALL HAVE ENDS WHICH RE PLASTIC TIPPED OR STAINLESS STEEL. NAILS @ 6 O.C.EDGE&6 O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. a W WOOD FLOOR DESIGN LOADS: WITHIN 4'-0"OF ROOF EDGE). OUTDOOR KITCHENS O ce '"''m TRUSSES: DEAD LOAD: 20 PSF 12REQ V � O.C. ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE LOAD: 40 PSF .REQUIRED CONCRETE COVERAGE OVE REBAR SHALL BE AS FOLLOWS: TILE-MIN. ", ,-APA RATED PLYWOOD SHEATHING,NAILED w/8d RING SHANK NAILS @ 6" W O SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE EDGE&6"O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C.WITHIN 4'-0"OF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE oC V z TOTAL: 60 PSF ROOF EDGE). FBC RESIDENTIAL,SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR 0 OSURFACES a SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 9, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRILLS OR COOKTOPS. A. 3"FOR CONCRETE CAST AGAINST A LU D PERMANENTLY EXPOSED TO EARTH FOUNDATIONS): FOUNDATION/SITE PREPARATION: ( GRADING AGENCY. ANCHORAGE V W B. FOR CONCRETE EXPOSED TO EXTE OR WEATHER: METAL AND WIRE LATH: DRAWN BY m 1-1/2"FOR#5 AND SMALLER 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. ? 0 z 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, 2"FOR#6 AND LARGER 10.ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING,LEDGERS 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M. STRICKLAND FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY CRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE NO.2,KD-15,OR BETTER.Fb= 1200 PSI. BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE oC Q C. FOR CONCRETE NOT EXPOSED TO WEATHER: TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. W OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN " ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. CHECKED BY = W � 3/4 FOR SLABS,WALLS,AND JOISTS ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 1-1/2"FOR BEAM AND COLUMN PRIMARY REINF.,TIES,STIRRUPS WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT m0 moC LL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST INCH AND O. SWAFFORD Q > 2.THE OWNER SHA13.MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ,J O J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF No. SCALE JJ DIAMETERS TYP.EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS 11 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 1 Y2"INCHES LONG HAVING A HEAD NOT LESS THAN O W FAILING TO MEET THE GEOTECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND ELEVATED SLABS,LAP BOTTOM S EEL AT THE SUPPORT AND TOP STEEL OVER THE LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE Y8 INCH IN DIAMETER. 22 X 34 - SCALE AS NOTED AND RETESTED AT THE CONTRACTORS EXPENSE,AND AS DIRECTED BY THE ENGINEER. HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER LL_ cn (J� MIDSPAN,UNLESS OTHERWISE NOTED THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. MIRRORS 11X17 = 1/2 NOTED SCALE 0 0 pG 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE V O COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. fWb FORMWORK A W D TRUSSES H.V.A.C. NOTES SHEET DATE a. 2 0 0 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: O Z TERMITE P 1.FORMWORK,SHORING,AND BRACING OR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION W m V SECTION R318 PROTECTION AGAINST TERMITES AND FOOTINGS SHALL BE DESIGNED A D CONSTRUCTED IN ACCORDANCE WITH ACI 347, 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. SHEET REVISION INFO TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS BY THE NFPA.TRUSS DESIGNS p cn ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C,.,EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE W Z uj PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. p cn O OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Q Z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SEE NOTES FOR SHOP DRAWINGS. >_ m w PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL ELECTRICAL NOTES m ¢ DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. p =1 � oC "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 2• CONNECTOR PLATES SHALL BEA MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED W Q p p TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR 1. REBAR SHALL BE ASTM A615 GRADE 6 DEFORMED BARS FREE FROM OIL SCALE AND FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Z = W DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." r p DIPPED GALVANIZED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL S �' �(nW W U) RUST AND PLACED IN ACCORDANCE LTH THE TYPICAL BENDING DIAGRAM AND PLACING SET REVISION INFO 0 J NOTE: ELECTRICAL.CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. DETAILS OF THE ACI STANDARDS AN SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR W z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED ce U) >_ OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW PRIOR ro FABRICATION. HORIZONTAL AND VERTICAL BARS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1. OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. oC CO APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. SHALL LAP 6 x BAR N0.,SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE V °C W Z 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO 0 0 O PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SUBJECT TO ENGINEER'S REVIEW. 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE ~ W = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH Z V 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. p � w cn MASONRY (IF NECESSARY) DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN.OF 6" SHEET DESCRIPTION w ZO FROM EDGE OF OPENINGS. QQ FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE TWO-CEL HOLLOW CONCRETE MASONRY REGULAR SIZE 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE ALL WALL RECEPTACLES SHALL BE 12"A.F.F.UNLESS OTHERWISE NOTED. GENERAL m DC Z 1. MISSED"]" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA. EPDXY ANCHORS BLOCK MANUFACTURED IN CONFORMA CE WITH ASTM C-90,GRADE N,fm 1500 psi. USED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 p < > O WITH 6" EMBEDMENT. SIMPSON"SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUNN NG BOND UNLESS OTHERWISE NOTED. LAY-UP SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND NOTES RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. U) Q MASONRY WALLS TO BOTTOM OF TIE E EAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP SHALL LOCATE METER AND PANEL AS REQUIRED. = Z 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6"DEEP AT THE LOCATION OF THE GROUT USED TO FILL MASONRY CELLS 3HALL COMPLY WITH ASTM C-476,AND SHALL DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. U) 1-- J Q OMITTED REBAR,AND INSTALL A 36 LONG#5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRESSIVE Sl RENGTH OF 3,000 psi AT 28 DAYS. THE GROUT COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED UJ 0 = cn EMBEDMENT EPDXY(SIMPSON"SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS.ASSURE MIX SHALL HAVE A MAXIMUM 3/$"COARSE AGGREGATE,AND SHALL BE PLACED WITH PROFESSIONAL ENGINEER. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. Z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND PROJECT NAME � „ IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM,PARLOR,LIBRARY,DEN,SUNROOM, O USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.ALLOW THE EPDXY TO CURE TO A SLUMP OF 8 TO 10". PLACE GROUT IN ACCORDANCE W/ACI 530-05. BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT,LAUNDRY AND OUTDOOR AREA,ALL w U) z MANUFACTURERS SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE USED EXCLU IVELY ON THIS PROJECT. MORTAR SHALL BE 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. p 0 W 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE(1)#5 VERT.IN CONC. FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED AS OUTLIP ED UNDER ASTM C-270. HORIZONTAL AND VERT. TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE THERE ARE NO EXCEPTIONS. THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. aa '--' PLUMBING NOTES H �=j oG p 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH(1)SIMPSON PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND p = MTSM16 TWIST STRAP W/(4)1/4"X 21/4"TITENS TO MASONRY AND(7 -10d NAILS TO TRUSS FOR UPLIFTS 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE RESIDENTIAL W �- LESS THAN 860 LBS(USE(2) MTSM 16 FOR UPLIFTS LESS THAN 1720#. NO MORE THAN 10 STRAPS MAY WHEN REQUIRED,HORIZONTAL MORT R JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON p WO w BE SUBSTITUTED OR NO MORE THAN 31N A ROW. IF GIRDER TRUSS C 2• Q ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE Z DUR-O-WAL(ASTM CLASS B-2,HOT-DIPPED GALVANIZED)AT ALTERNATE COURSES(16" ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER GRADE. Z H•- � ON CENTER),UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, LOT/BLOCK EQUIPMENT,ETC. Q Z 0 Z AND SHALL LAP A MINIMUM 8". TBI NUMBER a • cn SHOP DRAWING REVIEW SHOWER HEAD p o NAILING SCHEDULE: 3• LAP VERTICAL REBAR 6 x BAR NO.,U.0 N. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" MODEL E Q LU 6_4 0 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF M H W Q THE"SPECIFICATIONS FOR MASONRY TRUCTURES(ACI 530.1-05/ASCE 6-05/TMS 602-05), OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRA& GENERAL NOTES ALL Z � > M AS PUBLISHED BY THE MASONRY STAN ARDS JOINT COMMITTEE. TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS AND v W p '-' >- SOLE PLATE TO TRUSS OR BLOCKING 16d 16 O.C. RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. N � 1 p Z ELEVATIONS,DIMENSIONS,ETC. ELEVATION NAME d' W UL- Z Q STUD TO SOLE PLATE, TOE NAIL 8d 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE V V W W DOUBLE STUDS, FACE NAIL lOd z4' O,C, 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Z W O ROOFING THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. ALL :p a- 0 DOUBLE TOP PLATESU) b , FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC. ROOF TIL UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. DRAWINGS SHALL NOT BE SCALED. W 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- N Q = - TOP PLATES LAPS AND INTERSECTIONS lOd 3 TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM INSTALL SOFFITS PER FBCR R703.1.3 AND 8616. z= zO TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 THE ENGINEER. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). z BUILT-UP CORNER STUDS 16d 24 O.C. •-- C7 � � 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS SHEET NUMBER Lu � 12 m STUDS TO SOLE PLATE, END NAIL 16d 2 CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. p 0 3= U) OFFICE COPY U- Q 6 ce W m W GN1 J Z _3 w 0 0 U- < uV _ 0 ERIAL NUMBER 1014.0 v TO THE K9 OF W WNLEDGE,TK DESIGN DEMED ON 710 DRAW=CDMPUES KIN THE AVPucaslE IltnlnaX W.Dlnc CODE IN Offa As OF DATE OF CMIMCAnOu BMW. May 9,2016 O Z OF Ft0 Cie _)rwL Peoc '00 0 0 0 Lr ao B 0 0 p A7.18 0 96730 S tip 00,00 64'-0" RED mu- + 11 + " + " MANUEL GONZALEZ,AIA 10 -0 J. 1351-0115 -0 14-0 AR 96730 - Z 0 4+� 11_411 51.4" 31_011 181_011 31.0" 41 +_411 411 Q PROVIDE GAS LINE -T 1 z � 0'-0" T.O. FOR TANKLESS WATER4-0 o � = COL. PAD I HEATER 0'-0" T.O. ui w o GAS LI N E TO = o. Q GAS COOKTOP I I COL. PAD (TYP OF 2) oceLLJ - _ --------------J --- - ----------------- ----- -------- W qq;r I , 1-0L 1 11Io — L I I � �F..�� H "w LJLu a -. Lu r-1 z = t=- ch W g 0 J> 00 0 00 Lu C-4 >1 LuPAVERS ON00 to >W o F STEM WALL im = o , o� z = _ uj PAVERS ON Uo ----- _ �- ------- L-J o ( a ' O 00o STEM WALL uJ a N C) PROVIDE ELECTRICAL 611 Iz W a �------- -M CHASEF R ISLAND WALcn ---W aC z -94s aaW CL I 1.01.711 ; a "" A 10 LOPE PAVERS @ � ,_., a x /8" PER FOOT x O o - o SLOPE VERS I w o 0 O -611 �' �' O UJ z A 1/8" PE FOOT - - - - - - - - cn o A a N adoA7.18 - I _6„ - - co- - - A7.18 ,i 1 6" PLUMBING o � V c m I WALL Lu 0 _ _ I I Z *-� I--J U o , A1.N C) P. I I -------- LJ p ZO W i I I 11 I I I C DRAWN BY < m:0 taH LLJ N S.FOX C.) W m I I I ► 1 I z ' 01.011 I ' ' ' CHECKED BY o Q J FINISHED FLOOR W ► I 1 , , WF0 1 1 PALM aW. � NOTES: � i ii ii00 - FIN. FLOOR TO BE 18" MIN. I I SLOPE SLAB SCALE oc z W 1 I II I � � 1/8" PER FOOT m bo o > N J ABOVE CROWN OF ROAD. I i i i i I E I '-- - +� 22 X 34 = SCALE AS NOTED 221-3 11X17 = 1/2 NOTED SCALE u- W to HB IJ-► -------- O o ` _ I I - - - _ _ SHEET DATE o cUn i o 0 12-30-15 o N I ; " PLUMBING N SHEET REVISION INFO aOz � � 11 ALL = m o -16 1 2 I LU o o ► A1.N TYP. �.N z = ►- Z I I ,--i 1 � mW � 31.101 81.011 221.011 71 0co J � o IIS Z a 0 I , WATER SET REVISION INFO �n w n ;� _ SOFTENER LU W ,L00 _ # oc � v, � a co �I Z p >O § 3:: U) W = R LU exW 11 HB SHEET DESCRIPTION U) LW II u -+ � W0 11 1 1 1_ n 1 11 _ 4 1 -4 51-411 3 -011 SLAB ~ Z W 11 Cal cece Z 101_011 LAYOUT 1 I 541_011 0 Q W I O _� z %.> 0 641.011 =__________ WOlez v�`�i Q Q I 48"x48"X4" CONC. W o�1. o PAD 3" ABOVE, PROJECT NAME ce w z z GRADE ATLANTIC BEACH HERITAGE O p .—. W '-♦ B o W A7.18 W � ( DUVAL COUNTY zOuui z � � LOT/BLOCK 0040 z o z I TBI NUMBER 0040 OFFICE COPY MODEL cn o E zap a (n Wa STONEBROOK > Ln WWo � .............. ,uu W z a ELEVATION NAME ~ W " ,� z W O SLAB LAYOUT STEM WALL FOUNDATION F— � z U Lu CLASSIC N � w SCALE: 1/4"= V-0" CLASSIC a = mu- Olt Cn z= zo z NOTE: FIELD VERIFY ALL GAS LINE 0 m Z SHEET NUMBER c o � = � LOCATIONS PRIOR TO POURING SLAB Q o Wm W ADDITIONAL NOTES AND SCHEDULEStz A1018J U JOOLL- W j � CAN BE FOUND ON SHEET ALN o 0 J ERIAL NUMBER 1014.0 TO THE BEST OF W WWLEDW,THE DESIGN DM=ON DRAWIW COMPLIES WITH THE APPLICABLP MMK M BUILDING CODE IN EFfECI AS OF DATE OF CERTIFICATION BELOW. SLAB LAYOUT NOTES : May 9,2016 N p-1 Ov-4 = F F� cn 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. LP'C 0 000 ce '`" 00 pLU -` 0 0 _ = 0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 0 t l (' ce 0 0 0 0 m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 0 so O O fn 0 0 V F- � 4. ALL FOOTINGS SHALL BE MINIMUM OF 12II BELOW GRADE. �'� °°0 ;000 FRED ARG INDICATES DOOR OPENING MANUEL GONZALEZ,AIA o AR 96730 d (n � W (n W O =) m ce ice co Eelcap � 0 o 00 W.W.M. PLACED IN UPPER N M SLAB THICKNESS SEE Lu o 1/3 OF SLAB OR FIBERMESH o w a REINF. PER PLAN u = m H �u F' O 1/8" (MIN.)SAWCUT x 1/4 OF p A w U w o a o _ UNDATION LAN FOR LOCATION $:3= 0 N Lu ce > W Z ---- Lu to O > 0 v ,avx �—, 2ii O Eff ( Lu a 0 O Uoa A Z Lm d- Z SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 a A w W = O TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, } >- AS CONCRETE ALLOWS WITHOUT RAVELING � � . a A � 1lJ Z W 0 ~ °Co a Oo WSJ a � 0 1 o � J SAWCUT DETAIL V oc m SCALE:3/4" = 1'-0" Quo ALN Z o W DRAWN BY ce ; S.FOX rL! o CHECKED BY (n (A a cc J.PALM _ ia � o >- RECESS SCALE co a > 1 z IN SLAB 22 X 34 = SCALE AS NOTED - � a 41/ " 11X17 = 1/2 NOTED SCALE O W (A 11% Lu W O o h / GARAGE SHEET DATE O DOOR 12-30-15 fob SLAB O 0g RECESS SHEET REVISION INFO ne o o WALL PER - z n PLAN 5i1 CL zCL n 0 0 w cui o c° ui J 2: Lu Z = SET REVISION INFO W O Z W ` _ FRONT WALL OF GARAGE # ce ¢ a- co PROVIDE 11/2 D x 4" W o o RA RECESS AT GAGE DOOR o3 z U = SHEET DESCRIPTION W z PROVIDE 4 1/2 D x 8 W Ln W W o SLAB RECESS � SLAB LAYOUT Z w BRICK PAVERS NOTES AND mceaz GAR. w ¢ > o FIN. FLR. D ETAI LS w CZ7 UJ W ¢ u' ---- PROJECT NAME a 0 U) ce cn ;-,; Fr_ _L_ ATLANTIC BEACH HERITAGE Z cc 6 z O r-� W Q• •.. -- UJ :3= � 0 W -� E � o VL COUNTY � W � pu.., (n «z W U.1 LOT/BLOCK 0040 Z oo TBI NUMBER 0040 � Z � z E o b o 0 MODEL M o z STONEBROOK M H d W ELEV¢ W L'-'- Z ¢ AIN NAME c0 VWO Z 2SECTION ATGARAGE DOOR W TRADITIONAL Nft. 'an- w SCALE:3/4" = 1'-0" W ¢ W � A1.N C!1 o v'~ z0 x 66-4 �;W Z SHEET NUMBER Lu ceco Lu .� oZ = fn _ _o oW W OFFICE COPY X W m F--� Z J rV♦ _3 � � O O LL. A 1 NW Q ¢ V I- O J L NUMBER 1014.0 0 M 7WE 9157 OF MY MWLEDCA THE DESIGN DIMM ON woe u+ xs of ote of cexraTmreaow. June 6,2016 z OF Fit 0, 00 000 LLJ0 0 B � a 0 cF A7.18 0 0 0 0 -i 0 AR9673000 d. J -011 0 i It 01_011 1351_011 5I_011 141_011 `ED A J. 16" TO 12" TAPERED '1'_4'4" 5'-0" 3'-0" 3'-7 3'-0" 4'1'_4" 4" MANUEL GONZALEZ,AIA U_ COLUMN, REFER TO AR 96�so z o A5.2.18 FOR BOX BEAM TO PROVIDE TANKLESS 16" TO 12" TAPERED COLUMN u� DETAILS, TYP. COL. WIDTH WATER HEATER I (TYP. OF 2 REFER TO A5.2.18 z (A � TYP. GAS LINE TO PLANT SHELF EDGE FOR DETAILS W GAS COOKTOP @ 8'-4" A.F.F. O ch W o _ ., — ►� — cc z °J° den ' ♦ti� BL. = PANTRY _ T1 W _! ■ - — ——— G - o m z i i _ GAS COOKTOP 13 _ ( c� a o z , , - - O - I BOX-OUT BEAM TO '' _ ¢ i i " A I I = `O O I 1 COLUMN WIDTH TYP. H > � m � � �, _, ,_G,OURMET KITCHEN I 1 9 �. ��� �� (TYP.) � u o o , , co 191-2 lo'-0" CLG. _ 3 -4 �„, 14 6 6 - I I - 0 A ■ W i I CD w Z = I i ClSINK W/ DISP. DINING„ R :::. M I I � v, o ¢ � z , : _, BREAKFAST -' I — 101-011 cL o N ` DW F I I o ■ O AREA 1 I • g LU ce ' ; o A 10'-0" CLG. Q i ,,, z O a ao 8 DIA. DECO. COL. L N= J N �ii o I _ "' IREF. %n (TYP. OF 2) ■ O E♦ o o _ o x o a z o i = 2X6 WALL, FLAT SOFFIT P. BOTT W O N o I - 9 A.F.F. U.N.O. 101 ^ � � N O - .� A TOP @ 34 @ --- ------- -- _ ►-� A M . A -- - ;.. W z I 1 1/2" ROUGH --- -----_ �' z � � ¢ ' ' °° A i COVERED a I Ce oo"c z ; ; co 6'-10" 7'-2" 3�_5" �_0 6�_0��;� �_0� 3._1.. I •` --� A ENTRY p ,� � a. I I `� 12 6" c 1 I 10'-0" CLG. ►- z _ ¢ '''' A ' ' — MT _ — — M OAK S AIRS -- UP - A3 N — — — — — — o A x i o o A7.18 I i- PAVERS - --- I FO ER 1 PA RSco W V- _j I I c 1 6 N - zo I 4' 21.811 3,_5„ i 19'_0" 19'_6" - - - '� 0 -- --------- ------- - - - y- U- _ 411 HALF WALL @CD - 0 o c � r' - -------- ------- 36" A.F.F. ROUGH - ---- — O ► a. m - _ CD i r uu o CD W/ 1X6 CAP CONT. . :::. ....................... . HAND . ........ ............ .. ..... .............. o cc V z RAIL 36" ----- ::: ------ N 0 o a ABV. OSIN 11 - _ _ z w - I -- _ ® :o MT HALL _.......__ .._ DRAWN BY ce W ,:�, ------ 1.01 -10" 6' 10 -0 CLG. 211.611 S.FOX m PO DER -- --- - „ z I cv 6 z o �, - CHECKED BY 0 z - - M GREAT ROOM R OM =_- -- — 00 — J.PALM _ l-I � Q co _ A 10'-0" CLG. SLOP D CLG. 16 TWO CAR GARAGE W W - O - n >: o- N I ' o ° lo'-0" CLG. 0 SCALE o0c z w �'' N LINEN i;"""? Q 22 X 34 = SCALE AS NOTED ¢ > CLOS Hg =-' OJ - - ; 14 ' ' ' ' o 11X17 = 12 _j �.- ¢ _ I I 0 _ / NOTED SCALE i �� I o W o - O SLOPEDI z I Lu:: o o Fk a o I CLG. I i ��` I �7 O2 v� o o N M I 3 .1 , , SHEET DATE rN cvn o 11 -$" 12-30-15 LLJ 4 b - - V' O _ AO _ 22" X 54" o SHEET REVISION INFO oma- o z A7.1 o ATTIC z' 1 ARCH REV. 06/06/16 W m M ACCESS W z � I O Z cn O (D - - '2WzZ A >_ O o � � WTER LU ¢ o o S FTENER _._ __._.._.._...._._.._.........__._. _.. __ . SET REVISION INFO WLU I LO P _o 0 N -� W N z Z W - Q 1— V . ... .. . .. .. ......... .. ............... aa- cem A A A I OI OI c� cc W O HB z 0 > z I ► I cnwp I Y 0 z V SHEET DESCRIPTION W z ' W �' 281.811 FIRST FLOOR (11 W o '-4" 5'-0" 3'-0" 3'-2" 141.2,1 z W �' Al �- a o 101.011 541.011 PLAN W 0dod- 64-011 W _ z z 4' HIGH WALL.AT SERVICE WRQ ¢ oc o = z COURT. SEE ETAIL 10 ON PROJECT NAME Uj U) SHEET A5.2.1 B ATLANTIC BEACH HERITAGE oc � Zz A7.18 o IoW DUVAL COUNTY W = FIRST FLOOR PLAN z O W SCALE. 1/4 - V-011 CLASSI , W H 0 LOT/BLOCK 0040 Z o o TBI NUMBER 0040 x 0 MODEL 1� � Wt� a STONEBROOK d- cn z 0 LU 2:Uj UjU_ za ELEVATION NAME , Z w W o W CLASSIC N g c W rW� � LU � W V 1 z = zO 0 z OFFICE COPY z .SHEET NUMBER 'W W Uj co W ADDITIONAL NOTES DETAILS AND 11 � 0 m tz ■ ,;; ~' Z _3 �. � o o SCHEDULES CAN BE FOUND ON SHEET All J ERIAL NUMBER 1014.0 r Q *CVI— O gra Q 6, TO THE 857 OF W M*MGE,DE DEM DIMM ON DRAW G coN�s wm1 THE�tca5LE Noonan KaDNc 000e M Bffa As of DATE of cOUMT1011 MUM. 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O 0 131-61 11_011 21_811 11 11 1" •11 141_611 11 I O z � I 1 � v - 6 o a _ 6 I c� cc o I _ O oQ - 61-4111 1 11I 1 11 I Ck C, J rA I 1_ 11 ,_1011 R&SH - 6'4 =_ _- �' 71.1011 3�_On I A _ ROOF ELO _ _ °C CO A7.18 �— B 5'-4" - --- -- A7.18 c v z ( - - - - - = FLAT SOFFIT --- - _ ------- - i C I 31_511 1.3211 oc a I - �* TYP. BOTT @ 14 _ ;�' 0 0 - I I _ ___� __ 4 PROVIDE GAS I DRAWN BY LU 8 -0 A.F.F. ,I,C, �' ''� i LINE FOR DRYER I t. �, - _ I I U.N.O. 9'-0" CLG�' 17 - , ' I 0� - o - - - - - - - - is c S.FOX z m �1 -- -- -- - - - -- -- - 11�, ----_ LOFT 1 r8 FF 0 0 R H o - 4 &S rn 1 11 z CHECKED BY -- -- - ... ........................................................................... .......... .. O z � �o -- , i 9 0 CLG. .. .......... .. �- - --- -- 4" HALF WALL ].PALM W � Q � MASTER -1 r.H. n @ 1 3 w - ___ __ 42 A.F.F., ROUGH o - - - - - OE BATH 18 VE DRYS ; ; I A I --- - W/ 1X6 CAP _ SCALE Z > 9 0 CLG. THR R00_ 22 X 34 = SCALE AS NOTED AK STAIRS o 1 p --i oo �� ;" , L �I - -- , L ------- -' °O o Q 1. 11 4-1111 1�_5� 21 61. h i r PAC i oo --- -- - -- - - - = 1/2 NOTED SCALE v = = 2 ,N __ - " 11X17 W to OD �t----J ^ 8 _ 4- v- 1 a, 00 O p N _1 - •_411 i 51 , '1 '11 i ; DN 3. n SHEET DATE 7 5 L.T. 12-30-15 K S , FLAT HEADER, TOP J a o - -=- ------------ - AT 81.41 A.F.F. 0ce- 5 - --- ---- - - --------- - -- SHEET REVISION INFO oc O z = TE PER _ 7---� _ _ LU O "' ENCL. ON " H. oo " 10"X10" AIR 5 c a o 0 01 ARCH REV. 06/06/16 , m y M 14-10 - 5 16.2 C JUMPER I O I - rn In 1 0 HALF WALL M - ---- -- ------ -- N -,-' `„ r W Z (n M o �, o TEMPERED GLASS Z �' z ENCL. ON 4" 15AZ�WALL a 9G� - w 42" A.F.F., BONUS ROOM ��►�� CO W RAISED CURB _ R &SH 14 LINEN ROUGH, W/ 1X8 9'-0" CLG. C N PROVIDE DRIP N CAP 0 R&SH VAULTED w ¢ o o ;-� I 3 SET REVISION INFO W w T,, PAN UNDER L.T. cn 411 1 31_811 1 6� 211_811 J W `� - Q Z BEDROOM 2 = 611 0 # ce V1LU - - - - - 91_011 CLG. ~ 14 ( 1 11 4 1_ 11 11_51111_5bo 0. � m 7 1= 1 -6 21_911 1 7 � c� ocwZ © W 11_311 z0 � W. � 1--•1 �: O 1 � O _ 1.011 CLG. (cc 11_3" I- w -� .. ... ;;.. ::: W v cn R&SH " SHEET DESCRIPTION .. .... ............................................ 0 Z -- W t/1 W O Z E S COND FL 00 R � ZW � BATH 0 c c 11 O O m z 9 -0 CLG. PLAN wQ> 0 1_211 2/11_[11 I 16'61_811 31_511 � z = o 3 `t 1 Q Ai ( JUJI Q 31_011 541_011 F LU = z PROJECT NAME a 0 �. � _� � 571_011 oc z I ATLANTIC BEACH HERITAGE Ujz Uj o � � _ D L COUNTY 1-, � WI ZOwo B LOT/BLOCK g zzZ � 97.18 0040 ,;K z 0 z TBI NUMBER 0040 ouzo z MODEL � zWO � P N a, ( & E ND FLOOR I (A Ce Z a 11_ 1_ 11 STONEBROOK a SCALE. 1/4 - 1 0 CLASSIC 2 W 0 a ELEVATION NAME � � WU- U—Uj CLASSIC W O N U W _ W a z = Zo OFFICE COPY m z SHEET NUMBER UjUj Q w 0 =- C O 6 ce o z CO ADDITIONAL NOTES DETAILS AND ; Z o SCHEDULES CAN BE FOUND ON SHEET A3.N w o a c. 0 JFERIAL NUMBER 1014.0 t DEPICrED ON 7H DRAWING CDMK=WITH THE AMICABLE MINIMUM BURRING DOOR TAG CODE IN EffECr AS OF MM OF MiFICKnON BELOW. DOOR CALL-OUT DOOR SCHEDULE May 9,2o16 N OF F4 ce TYPE SIZE REMARKS P` 0000 0000 ��0C 0 o THERMA-TRU INSULATED 3'-0"x8'-0" W/(2) 12" SIDELITES/TEMP - 0 ► cc 1 ENTRY DOOR AL -i AR96730 ............. 2 O.H. METAL GARAGE DOOR 16'-0"x8'-0" �� 0 00 �tv 3 HOLLOW CORE WOOD DOOR 1'-6"x6'-8" �`r 000000000 0000 ' 0 FRED 4 HOLLOW CORE WOOD DOOR 21-411 x61-811 Z c MANUEL GONZALEZ,AIA 0 0 o 0 5 HOLLOW CORE WOOD DOOR 2'-8"x6'-8" AR 96730 6 NOT USED , o 2 W 7 FRENCH DOOR 2 2'-6"x8'-0" EXTERIOR TEMPERED WceI O / a 8 HOLLOW CORE WOOD DOOR 2'-8"x8'-0" p w ca PEI 9 FRENCH DOOR (2) 3'-0"x8'-0" EXPERIOR/ TEMPERED W 10 BI-PASS DOOR 5'-0"x6'-8" a w M 0 i Lu aROOM DOOR 2'-8"x8'-0" SOLID WOOD NOT LESS THAN 13/811 THICK W �., ui ca 1 PENI DININ 11 / � ~ 0 SCALE 1/411-11-011 SELF-CLOSING HARDWARE/OR 20 MINUTE FIRE RATED ALL A W AIN L II 1 ° z = 12 FRENCH DOOR 2 -8 x8 -011 EXTERIOR/TEMPERED U w00 g o 3 0 13 HOLLOW CORE WOOD DOOR 2'-4"x6'-8" ''" C ui ui z 14 HOLLOW CORE WOOD DOOR 2'-6"x6'-8" to8 O > O ui Cu o 15 BI-PASS DOOR 4'-0"x6'-8" u) o x w = o 16 HOLLOW CORE WOOD DOOR 2'-6"x8'-0" ,4 O W o 17 FRENCH DOOR 3'-0"x6'-8" EXTERIOR/ TEMPERED w A a z A Z w 0o ¢ 18 GLASS SHOWER DOOR 2'-0"x6'-0" TEMPERED a. WINDOW TAG C1 '� � a � }- zCLAm0­4 A zW WINDOW SCHEDULE " o = WINDOW CALL-OUT � ce Q,' x o ui o TYPE SIZE REMARKS a O = oa � N 1- o A SINGLE HUNG 26 36"x75" VINYL/ LOW E / EGRESS 0 o J B SINGLE HUNG H34 25 1/2"x49 5/8" VINYL/ LOW E / TEMP m a UJ o � C SINGLE HUNG 25 36"x62" VINYL/ LOW E / EGRESS ce um ace a D SINGLE HUNG 26 2 36"x75" VINYL LOW E EGRESS 0 o u, ( ) / / DRAWN BY a ce c E FIXED GLASS 24"x24" VINYL/ LOW E /TEMP S.FOX ,�z., °° F SINGLE HUNG 3453 4011x62" VINYL/ LOW E o aCHECKED BY W G FIXED GLASS 24 x40 VINYL/ LOW E J.PALM a H FIXED GLASS 24 x24 VINYL/ LOW E / BLACKED OUT SCALE ui m ¢> 22 X 34 = SCALE AS NOTED J J � 0 a � INSULATION SCHEDULE 11X17 = 1/2 NOTED SCALE U- � � 0 0 ` LOCATION TYPE R-VALUE U.N.O SHEET DATE d 0 CEILING @ LIVING AREA FIBERGLASS 38 12-30-15 ui 19 0 0 9 EXTERIOR WD. FRAME WALLS FIBERGLASS SHEET REVISION INFO a o o WALLS TO LIVING AREA FIBERGLASS 11 = m V o � o � AREA CALCULATIONS: z � CLASSIC 1ST FLR A/C LIVING AREA: 1,231 SQ. FT. >_ m z 2ND FLR A/C LIVING AREA: 1,733 SQ. FT. o J � g TOTAL A/C LIVING AREA: 21964 SQ. FT. uiaoo Q z uJ W COVERED ENTRY: 100 SQ. FT. ET REVISION INFO 0 z J = COVERED LANAI: 179 SQ. FT. # ui g GARAGE: 571 SQ. FT. Q FT 0 � w 814 S oo TOTAL: 3, , z 0 >O o3:: !i w z SHEET DESCRIPTION 0 W o FLOOR PLANS I=- ZWE m 9� z NOTES, DETAILS a`-a AND SCHEDULES Z = o n � � a WW ce Q Z PROJECT NAME a � � O ui °C "' U) ATLANTIC BEACH HERITAGE O p w in �`i- = ouJ DUVAL U) W � UN z O w 6-4 z = LOT/BLOCK 0040 g z o z TBI NUMBER 0040 o z MODEL ra Zaw �o z ZQ STONEBROOK U, HW Ln WdQ ui u- z a ELEVATION NAME fn C) gUS-) o w ALL a ui Cn z= zo fle c� z u, CO OFA z SHEET NUMBER ui 30 !CE COPY pmuj m: p uw m ui W 0_6J z J 1-4 LUL A31 JOOU-- Q V 0, 0 JPERIAL NUMBER 1014.0 i TO THE BW OF W MWUM IM MM MM 0*no mww wm nm iw�uae" etm m NOTES: CM W Ma AS OF DATE OF CMMQ''aON W&M. June 6,2016 cp CV - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY OF F INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS � 000000000 _ NOTED OTHERWISE. ��P�° �. TOP OF ROOF ROOFING PER 0 CONTRACT, TYP. c2 m - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH at E LEVATI O N. �° � 96730 11 OO n n c F- CORAL-LIGHT OR EQUAL PRE-FINISHED �,� 40 °000'00 o ti _ FRED ` 2 FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. z U.. 5.2.1 U.N.O. MANUEL GONZALEZ,AIA o O - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM AR 96730 z OHEEL HT. ..... ......... ...... ...... ....... ._.. ...« FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. z (n w _ttt..-[........L c i i - u { ? 1 € ! i i. ? i i i ` i: i `e y. -..::.....€-..',.........:.)..__:..:.:.....f....._......—..:........:...i........t..e..._�....f,.......i._......i..i•.. ..i......i...�.........1._,...�a....i......i...w........i..>.......i....l_...x._:..._._.:..).«....F..—:.....:....�............T...._:..;�._..J...i.........i..... 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O ,-� c+71� - - - -- - - - - -- - - -- - -- - - --m _� d' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ __ __ _ _ _ _ _ _ APPROVED PRIOR TO INSTALLATION. O � o cLj o z J `� `�' ,----- - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH �., Z a; W Q O > I I 0 �-- 3. V o w i i _.:.. LIGHTS WITH TOLL BROTHERS P.M. A O a ac w z >O ..:...: :.::.....::::..: ..: ; :: ; W v� a cn Q A z MIS _ ..... ADDITIONAL ELEVATION NOTES d. I 1 W � z � � l .._.__...._ ......_.............._ _....... 1 ......._. I ......... ...._ z z ....... ::���.. ...... ; 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL W F= ---. .. ...--- -- °O ; - ;00 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS x o a `L' Z J :.... i i 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN N O : ��.��.� , ADDITIONAL 1/2" DROP ........... 0 - IN. L OR y 00 LO OR oL -- - - -- - - - . _........ 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FLR. :................._ - N W O c+niv _ .�`.....,._,........ ....;_...._...:_...._ - PROJECT NAME HE L HT. cc ch M : > _ : �......,...,_. ...� :._,.._.....,._,........ . HEEL HT. oc kp z z LT-RT- - _ _ _ Li- Li- ATLANTIC BEACH HERITAGE pO w o - ................ 0 �...� � N N __ _ -- -- _ 0 ............. -- — _..................................... _4....-.............._ . 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EXT. w C7 J � _ WtQa I I 9b I I 9a Ce 0 = Z .2.1 I 1 .2.1 ' PROJECT NAME w „cn O I I � tnu' ci I I I I k 41-511 . 111 ATLANTIC BEACH HERITAGE QNZ„1 Z_ww 1 1 250 I 1 250 5,-O„ O 0 0 I .2.1 I .2.1 ui I I o W I ' 12.1SERVICECENTER DETAIL DUVAL COUNTY u, � I I I I q '� SCALE 11/2=1'-0" zoW � L - - - - - - J L � 5.2.18 = o PLAN VIEW 12.1 LOT/BLOCK 0040 Z �— SIDE VIEW FRONT VIEW 12.1 LAP SIDING 5.3.18 LAP SIDING ` Z O z TBI NUMBER 0040 g Z Z 5.3.18 "TRIM 4"x4" "TRIM SHINGLE Zm tn POST SIDING MODEL < � � _ " ,I STO N E B R00 K NO O Z c[ _ _ 2x4 ■ CV tV ................ ............................. .................................. „ �.: z a g > `� ........ _ 1/2 SHEATHING Ln UJ �1 ■ 9' O O u o z s - O _ _-_ - o ____ _ o ELEVATION NAME '� '� CLASSIC '--' M ............................................... ................_................................_............ M 4 x4 POST W tC3 Z w Q 2'-8. 4' N c� w W SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW cT 4"x4" c 4"TRIM CAP ABOVE. 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(EXT-6) D3 N.T.S. 3:: (n s WZ w o z SHEET DESCRIPTION L9 W p � zuiP ce STANDARD C. a- Z W a LU o NOTES & DETAILS WZ Z W a a W o o PROJECT NAME cech oe < m O p W o Iw— V � � r--r W 1— o u- W = LOT/BLOCK � o � w r° Z o z TBI NUMBER o o MODEL UJ cn cc ,z a ALL � � W o Z ELEVATION NAME C> w U- z a zWWO ALL o W a ui m SHEET NUMBER v oo = � a OFFICE COQ` 3: wQ W m W U d a 0 ERIAL NUMBER 1014.0 0 TND THE BEST OF NY MW EDGE,THE DESIGN DRIM ON THIS E '�"�"���"I� ROOFING PER CONTRACT. (CONTRACTOR TO ODDE IN EFFECT AS OF DATE OF CERTIFICATIaN BE1ONf. SEE PLAN PROVIDE PRODUCT APPROVAL FOR ROOFING Co ROOF VENTILATORS SYSTEM) ON A.P.A. RATED SHEATHING PER N PLAN SPECS. . OF Ft000000� _J'`" � � � PRE-ENGINEERED WD TRUSS, 24" O.C. 0 0 �° SEE FRAMING PLAN FOR c, � CONNECTORSINSULATION BLOCK SEE PLAN 0 �2 co 2X CEMENTITIOUS 0 a OR 2X FIRE RATED SEE PLAN FOR STRAP t a AR967300 CS 0 0 FACIA BOARD ,, �� �� ►� �� �� 00 00 ALUM. WRAPPED 2x `� 000 0 WOOD FASCIA NAILED FRED ARG TO TRUSS TAILS W/ (2) MANUEL GONZALEZ,AIA EXT. GRADE 2X Z40-50% OF THE ROOF VENTILATION 16d @ 24 O.C. '~ � LEDGER ATTACHED TO � SHALL BE PROVIDED BY ROOFncyy o VENTILATORS LOCATED NOT MORE AR 9630 z o FACIA WITH (1)10d THAN 3FT BELOW THE HIGHEST POINT METAL DRIP ► '' J` �` }` �� z NAIL @ 8" O.C. OF THAT SPACE. THE BALANCE OF EDGE - ------ CEILING INSULATION O 4 _ - MB STABLE VENTILATION SHALL BE PROVIDED BY - - --- CONT. NON CO U _ (SEE ENERGY CALCS.) w ~o VENT MATERIAL (FOR THE REMAINING NON RATED ROOF CONTINUOUS VENTED a ,� EAVES SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. 0 00 co AESTHETICS), OVER (2) RETURNS WHEN 00 ('4 o W -i LAYERS 5/8" DENS GLASS REFER TO WALL STUCCO SOFFITS ARE DBL. 2x SYP. WD. CA a GOLD FIREGUARD TYPE 'X' REQUIRED TOP PLATE o � SECTIONS FOR WALL INFO. �0_1 � a o SHEATHING INSTALLED PER 2x SYP. #2 WD. STUDS 0 ,-.a w o �,., Q MANUF. INSTRUCTIONS. EXT. GRADE, 2X SHEATHING LEDGER, MIN. 7 8" STUCCO 3 @ 16" O.C., TYP. c� ,,� '� o uj = co ATTACH ASSEMBLY USING ANCHORED TO FRAME WALL WITH �� / N GALV. ( �'' H i ~ 0 jl)EXT GRADE SDS25300 (1)1/4 X 3-1/4 SDS SCREWS @ 16 SELF FCOATSURRING FELT REFER TO WALL INSULATION H g 0 w NTO EA LEDGER @ 12'O.C. O.C., OR NAILED TO EA TRUSS LEG 0 O = W 2 16d NAILS BACKED METAL LAS_ ELEV. FO (SEE ENERGY CALCS.) p A � /O VER1i1V 2x SYP. u w N � z #2 WD. HEADER � g STUCCO SOFFIT SPECIFICATION -SEE SCHEDULE , oho : � W z COMPLIANCE METHOD 1: GOLD FIREGUARD TYPE 'X', WHICH IS A TYPE X GYPSUM WALL BOARD PAPER BACK LATHE W/ e o O SCHEDULED WINDOW � � � 0 o EQUIVALENT; CONTAINS 40 MINUTES OF FIRE RESISTANCE TIME ASSIGNED PER TABLE CONTINUOUS VENTING NAILED SEE FLOOR PLAN ►� Z - cn o 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE EXPOSED SIDE OF WALL TO TRUSS TAILS AND A TYPICAL WINDOW ATTACHMENT x p o F- FINISH u = o STUCCO aN a COMPLIANCE METHOD 2. COMPLIANT / FBC-R o W o RC2602 FOR 1 HOUR FIRE RATED ROOF-CEILING ASSEMBLIES 2x SYP. #2 STUD@ 16" '� A A w U o a MIN. 7/8" STUCCO (3 COATS) O.C., TYP. W z U W a z COMPLIANCE METHOD 3: ON GALV. SELF FURRING A x o L A 3, DESIGN NO. P552 FOR 1 HOUR FIRE RATED ASSEMBLIES PAPER BACKED METAL LATH WALL INSULATION d A y. z 04 (SEE ENERGY CALCS) O a o = z w EXTERIOR STRUCTURAL �`'� � p ¢ APPLICABILITY SHEATHING PER o1.0 �- o o EXTERIOR WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE SHALL BE 1HR FIRE PLAN/SPECS CONNECT WALL PER ! x N W w ; RATED IN ACCORDANCE WITH THE BASIS OF DESIGN UL U309. EAVES AND PROJECTIONS THAT FRAMING DETAILS a o FALL ANYWHERE WITHIN LESS THAN FIVE FEET BUT GREATER THAN TWO FEET FROM THE 2x SILL PLATE FINISHED BASE MOULDING F-- o PROPERTY LINE, SHALL HAVE A 1HR FIRE RATING OF THE UNDERSIDE OF THE EAVE PER DETAIL gw ABOVE. NO PART OF ANY EAVE OR PROJECTION SHALL FALL LESS THAN OR EQUAL TO TWO WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) CL Co FEET FROM THE PROPERTY LINE. (2 LAYERS REQUIRED): PAPER TOP OF w p cn BACKED METAL LATHE & 3/4 THK. T&G SUBFLOOR FLOOR a V 0 oc F_ ROOFING PER CONTRACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP GLUED & NAL TRUSS PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM z � W OPTIONAL FIRE RATED EAVE DETAIL � � SYSTEM) ON A.P.A. RATED SHEATHING PER DRAWN BY m PLAN SPECS. 2x RIBBON FASTENED L z o PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR TRUSSES Q M. STRICKLAND V o CHECKED BY UJcUi e INSULATION BLOCK SEE PLAN o~ � � 0. SWAFFORD m a SEE PLAN FOR STRAP BATT PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED SCALE o a ALUM. WRAPP �2x TRUSSES (VERIFY W/TRUSS AT GARAGE (SEE 22 X 34 = SCALE AS NOTED f_ w c=n WOOD FASCIA' ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) 11X17 = 1/2 NOTED SCALE 0 0 � TO TRUSS TAILS 11V/ (2) 1/2" RIGID GYP. BOARD � � 0 16d @ 24 O.C. oc � � `u SHEET DATE CL METAL DRIP '` ' ` 1/2" GYPSUM ce o o EDGE - --- - _ CEILING INSULATION WALLBOARD ON STUDS UJ m (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION SHEET REVISION INFO _ CONTINUOUS VENTED (SEE ENERGY CALCS) o w z cn SOFFIT; WOOD LEVEL SCHEDULED WINDOW 1/2 RIGID GYP. BD. v7 O RETURNS WHEN (SEE FLOOR PLAN) ,,.,, z STUCCO SOFFITS ARE DBL. 2x SYP. WD. WINDOW ATTACHMENT 0o co i � REQUIRED TOP PLATE PLAN FODER R SIZE ANDSEE ING D PTH o ::.j � � COMPLIANT WITH FBC-R w ¢ o 0 2x SYP. #2 WD. STUDS u MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. SET REVISION INFO o z J COATS) ON GALV. REFER TOWALL INSULATION g SELF FURRING FELT SEE ENERGY CALCS. ce ¢ a m BACKED METAL LATH ELEV. FOR ( ) oCIni z o > z R 2x SYP. #2 WD. HEADER 3: ( W = STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE ow z cn PAPER BACK LATHE W/ SHEET DESCRIPTION 2: u.i (n CONTINUOUS VENTING NAILED (n w o z -SCHEDULED WINDOW SCHEDULED WINDOW = z O TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) (SEE FLOOR PLAN) �-- STUCCO FINISH STANDARD co ceaz T DETAIL o a uj o EXTERIOR SHEATHING TO 1/2 GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2 GYPSUM WALLBOARD ON NOTES Ht S z z= o BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION u, J ¢ OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION w cn ¢ PROJECT NAME ce w z z AND SHEATHING AND SHEATHING W o (n2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS ac � APPLY A LIGHT COAT OF @ 16 O.C., TYP. APPLY A LIGHT COAT OF . w z @ 16" 0 C TYP z w CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO o FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE ui WATER RESISTANT BARRIER WATER RESISTANT BARRIER v' w (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION o " W KED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS LOT BLOCK zo = o BAC LOT/ BLOCK �-- cwc POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP z 0 zu, OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE TBI NUMBER M a- z (n z � oSHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE MODEL o WEEP SCREED —FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING o � o MAIN FLOOR MAIN FLOOR ALL oc w ¢ ELEV O'_oIN _ z a ELEV O'_oIi _ z : a z 1I— ko w ♦-' C) �' a - ° III- I - 4 a III I ELEVATION NAME w z a I I (- 4" CONC SLAB W/ a III- 4" CONC SLAB W/ "1'1 ALL " Lu _n� II � II T° im- o N I VAPOR BARRIER N I VAPOR BARRIER � ui ui m: z= z o SEE FOUNDATION SEE FOUNDATION >� (D '�W PLAN FOR SIZE AND PLAN FOR SIZE AND SHEET NUMBER .,m W co TYPE OF FOOTING TYPE OF FOOTING o z w EXTERIOR WALL 00 -1;4 6 1WITH WINDOW 2 TWO-STORY WALL SECTION 3:: w SECTION ,�; In _jz _3 � O o u- D7SCALE. 3/4 - 1 -0 SCALE. 3/4 - l'-O" ERIAL NUMBER 1014.0 ¢ ¢ U I— O C] TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEWED ON THIS DRAWING comnlES WITH THE APKICABIE MINIMLN4 K&DING CODE IN EFFECT AS OF DATE OF CEMUICATION BELOW. N � SET MIRRO 3" FROM �� SET MIRROR 3" END OFF BA K SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) OF FL �-- GAS PIPE (TYPICAL)L Pte° _ ~o FOR GAS DRYER ONLY r oc � 0 ; oc o0 a J 1'-2" �'r' � � AR967 0 0 0 0 3= O � COUNTERTOPS , Q o ac u DRYER VENT (TYPICAL) 0 00 �0 �w 36" HIGH X � _ � � °ice ¢° GAS PIPE (TYPICAL) �' �0°°° 0� i Zo W ( FRED A� N—N (VANITY-5") MIRROR M tD o FOR GAS DRYER ONLY DRYER VENT BOX- AR 96730 _ 0 0 UTLET B X _ a 1/4" MIRROR MANUEL GONZALEZ,AIA z zo CENTER SIDEWAYS - ATTACH PER MFR. 04 IN BACKSPLASH 0 0 0 0 1 O INSTRUCTIONS a _ /2 RECESS DRYER VENT BOX- LL, _ FOR MIRROR ATTACH PER MFR. cc m rn 0 2X4 HALF WALL n INSTRUCTIONS _ oc z JF YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE mqh � 0� N o "' o TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) ' Fri F N Fri Lu o CABINET 77 ' w o z VANITY MIRR R INSTALLATION INSTRUCTIONS: ,..a w w = ma a '[u ~ 0 1. MIRROR TO 3E GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL H oosH g 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: O A r o o CORNER. (YO KTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, u w $ W NOTE. BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. J Luz COUNTERTOP CANTILEVERS MORE THAN 10 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 12.1 o � o BEFORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM � o 1i� ) LENGTHS PER MANUFACTURER'S SPECIFICATIONS. o Z 12 +/- FROM OP OF BACK SPLASH AND INSIDE WALL CORNERS. ,..., Z - W Q o x 0 W INT-1 KITCHEN HALF WALL DETAIL INT-2 MASTE�R BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY a o 0 W D$ SCALE: 1/2" = 1'-0" (INT-1) [�$ SCALE: 1/2 - 1 0 (INT-1) D$ SCALE: 1/2" = l'-0" (INT-3) w a ac cc z z A Lu Q fy � y � TILE OR STONE ON 1/2" COMPARE z W TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURERS O a p� o a � TO CONTRACT SPECIFICATIONS) OVER%" EXT. PLYWOOD DIM OF TUB & 0 O � � 4 � � a 0 o ON 2X4 FRAMING. PUMP LOCATION N � z a WALL TILE a c=� C:) � 2X BLOCKING BETWEEN a o ol J STUDS 3 WALLS REFER 0 FLOOR PLAN, VARIES - SEE PLANS � o- co ( ) cc UJ O z II BY MODEL 1 ROW OF TILE ce o VINYL LINER (3 WALLS) EXTENDED 5 II z o cn UP WALLS z 2X4 @ 16 O.C. a c o CORNER SHELF z m 100% SILICONE SEALANT BETWEEN 0 1) CERAMIC CORNER DRAWN BY z o TILE BACKER AND WET BED o � SHELF AT 48" A.F.F. o a o m FLOOR TILE _ 2X4 LEDGER M. STRICKLAND ce FLOOR TILE o ,;; ,- d- �- CHECKED BY LOU F- _ X X DROP IN TUB X p >.. c� 2-2X4 P.T. THRESHOLD • . oc °C �,_ N N N Q > 2 SHOWER DRAIN + 2X4 CRIPPLESco 0. SWAFFORD J o ; W .Q SCALE o ~' Q • " " • " • • • ' - 0 22 X 34 = SCALE AS NOTED ui 0 0 TILE AT DOOR w 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE o PRO-SLOPE PRO-SLOPE THRESHOLD � WALL TILE WHEN IN CONTACT TUB AS REQ. BY be bo ADJUSTABLE LINER SET IN SEALANT @ �, �- W/ CONC. MANUFACTURERS. SHEET DATE 0 oc SHOWER DRAIN FLANGE OVER ROOFING FELT PLAN 6' CL O z W m 2" SHOWER DRAIN (FR_�33D RO P I N TU B D ETAI L SHEET REVISION INFO ~ w z (n NOTE: D$ _ o (n O SCALE 3/4 1 0 (FR-33) z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND HAPE VAIRES BY MODEL AS SHOWER ELEVATION m w BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBIN ACCESORIES. REFER TO o J � MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL LA BY MODEL. �P o � Lu s o (n -' s INT-4 SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION �- ��. SET REVISION INFO UJ z iE 11 END POST TIED INTO FLOOR QPM a a- ce m D$ SCALE: 3/4" - l'-0" (INT-4) �D8SCA E: 1/2 = 1 -0 (INT-5) JOIST BELOW EXTEND TO �1ti z o � z BOTTOM OF FLOOR JOISTS. ( o 0 z v = END POST TO PENETRATE o uj w SUBFLOOR. cn W W 0 SHEET DESCRIPTION Z W E♦ FACE NAIL END POST TO STANDARD m � � z BLOCKING. W a> 0 2x BLOCKING BETWEEN NOTES & DETAILS W z = Z FLOOR TRUSS AGAINST W a a END POST. oCW = cn / i , a o cn p SUB FLOOR. JE NAME Cie u� O ol W Z W V Q 'ui - 1-- (/) W /� /moi � 00000 /moi /� /moi � , / z_ o W `may, ' '' \\ LOT/BLOCK EZ ~ moi''' ��''i�(~\\�� \\\�� ��''/ ice' ie '�' i��\\yi ice Q TBI NUMBER Ln J Z Z ice' �' ��'/ /' \\\\\' �Y i too T' .>' / \\�yf' A ; z ZLLJ O Q / /, // /�� /� /moi �\��i/ , /�iii MODEL oll lolool (n LIJ \ ALL %0 Luv % ; ' NAILS(TYP) ,--4 W 0 z FLOOR TRUSS. Q Giza ; , ELEVATION NAME U- � o ALL ce � W 2: ~ ZO .. L9 P.-I= m SHEET NUMBER � o = t; C.:,> W FR-34 HALF WALL TIE-IN DETAIL oZCo � FFlCE COPY � N.T. o FR-34 c� ERIAL NUMBER 1014.0 d a �-- S. Q