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601 COASTAL OAK LN - ARCH DRAWING
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS 1 DRAWING COMPLIES WTIH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEMVICATION BELOW. tC Lj May 4,2016 z N GG 0 F4 Wrl r 1 11 �Q` 00 0 Vce � 0 0 OO ��� 96730 0000()000 00 RED A z U- MANUEL GONZALEZ,AIA r� 0 AR 96730 Z z Q c) � H L1.1 Lu(n oCo a nG ce m W J LIST GRAPHICS LEGEND 0ABBREVIATIONSQUARE FOOTAGE NOTES LIST OF DRAWINGS o � w UJ Ce z PARTIAL SECTION INTERIOR ELEVATION 1? 00 00 W W a v. Descri tion Abbrev. CARIBBEAN ELEVATION a � A bre Description Abbrev. Description ARE � Co b p - DETAIL# - DETAIL# A CALCULATIONS S.F. ClC1 COVER SHEET - Index of Drawings � �, 0 F- � ___ DRAWING # ___ DRAWING # 0 0 0 w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD FIRST FLOOR 2263 SQ. FT. GNI GENERAL NOTES O A w z = � & AND FRT. FRONT PWD. POWDER w a z - EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION ,. .� DETAIL CALL-OUT SECOND FLOOR 1400 SQ. FT. SLAB LAYOUT Cn g Q d o � o - w z @ AT FTG. FOOTING - _ - DETAIL# ( --- DETAIL# A1.81 SLAB LAYOUT 00 N / LA S o � o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # \ r DRAWING# TOTAL LIVING AREA 3663 SQ. FT. A1.N S B NOTES, SCHEDULES, & DETAILS , ,� C E ABV. ABOVE RA RETURN AIR , x W a zo CEILING HEIGHT CHANGE FLOOR PLANS a O Z `� ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS �¢ A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 65 SQ. FT. A2.81 FIRST FLOOR PLAN a A 0 o CENTER LINE SPANISH TILE A3.81 SECOND FLOOR PLAN oc W z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING _ w A z U., o GROUND FAULT COVERED LANAI 317 SQ. FT. A3.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS A ce o- AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING > z INTERRUPTER a 1. � ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE(s) 472 SQ. FT. `EXTERIOR ELEVATIONS Q ,.a Z z G.W.B. GYPSUM WALL BOARD R D. REQUIRED 1%w SLAB RECESS SIDING BALCONY 73 S . FT. A5.81 FRONT & SIDE ELEVATIONS �r + a� x = w ALUM. ALUMINUM Q Q o A a � x �- R & SH ROD &SHELF FRAME BEARING WALL BRICK A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN o o o B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 4590 SQ. FT. A5.2.81 EXTERIOR ELEVATION DETAILS a O a a BD. BOARD HB HOSE BIBB INTERIOR WALL STUCCO FINISH ' � N c� cc NON-BEARING) � �'�"��`�'��� BELOW FINISHED FLOOR HD. HDR. HEADER SF/ SQ. FT. SQUARE FEET ( BUILDING SECTIONS �" o B.F.F. / . a w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE - A7.81 BUILDING SECTIONS & DETAILS 0 o J CMU MASONRY WALL _ EARTH V � m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET UJ Z BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION IFFUSER LAYOUTS '� cc a INSUL INSULATION SHWR. SHOWER M1.81 FIRST FLOOR DIFFUSER LAYOUT 0 o u, FRAMED KNEEWALL - - DECORATIVE STONE z � uJ CALC. CALCULATIONS INT. INTERIOR SL. SLIDER DRAWN BY M2.81 SECOND FLOOR DIFUSSER LAYOUT v Cd w C.J. CONTROL JOINT I.L.O. IN LIEU OF - SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL,/ HEADER S. FOX ao CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUTS CHECKED BY ~'o T. SPRING POINT � � �._ C CEILING KS KNEE SPACE SPRG. P S OIN DESIGN CRITERIA E1.81 FIRST FLOOR ELECTRICAL LAYOUT w u, CMU CONCRETE MASONRY UNIT STD. STANDAR H. CRUZ E2.81 SECOND FLOOR ELECTRICAL LAYOUT C.O. CLEAN OUT L LONG �ST�.: EL o � � SCALE ' a a > COL. COLUMN LAV LAVATORY STAR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES & DETAILS ---- _j ---a COMP. COMPRESSOR LDRY LAUNDRY SECOND F OOR - FRAME BUILDING TYPE: V - B D3 STANDARD NOTES & DETAILS w x CONC. CONCRETE LIN LINEN T TOP D7 STANDARD NOTES & DETAILS 0 0 CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE k RISK CATEGORY: II D8 STANDARD NOTES & DETAILS -� TEMP. TEMPERED SHEET DATE ce H THK. THICK DESN BASED ON FLO DA BUILDING CODE 05/04/16 Lu o DB. DOOR BELL M.B. MASTER BAT 5TH EDITION (2014) WIND DESIGN BASED ON. AscE 7 HOUSE ELEVATION ABBREVIATIONS 0 Ce DBL. DOUBLE MAX MAXIMUM T.O. TOP OF SHEET REVISION INFO o o DR. &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION,,(2( 14) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH ABBR. FULL NAME ELEV. CODE' ____ Lu ca a DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD F.B.C. STH EDITION (2 14) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH MAN. MANOR 03 ~ w z cri MIL. MILLIMETER TRAM. TRANSOM WNL. Z (n o DET. DETAIL F.B.C. 5TH EDITION (2( 14) PLUMBING EXPOSURE: g WILLIAMSBURG 07 a W Z � DIA. DIAMETER MIN. MINIMUM TYPICAL PRO. PROVINCIAL 08 m m z DIM. DIMENSION MIRK. MIRROR F.B.C. STH EDITION ( 14) ENERGY( ENCLOSED BUILDING INTERNAL +,18/-.18 CHA. CHATEAU 09 W o o DN DOWN MLDG. MOLDING UC UNDER COUNTER CONSERVATION PRESSURE COEF.: VER, VERSAILLES 10 z c=n "' R HOUR U.N.O. UNLESS NOTED CLA. CLASSIC 18 SET REVISION INFO o w W DR. DOOR M.P.H. MILES PE OU OTHERWISE F.B.C. 5TH EDITION (2 14) FUEL G FOR WINDOWS/DOORS, SEE FLOOR _ MED. MEDITERRANEAN 19 DOWNSPOUT MT METAL THRESHOLD E S ICI PLAN FOR ACTUAL PRESSURES: F.B.C. 5TH EDITION 2 14 ACC S TY TRA. TRADITIONAL 20 a a Ce oo D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER ( ) COU. COUNTRY MANOR 21 z o > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CODE 2011 N A 70 FEMA RULES & REGULATIONS HER. (n o o ( ) HERITAGE 22 � u, = DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 o W Z O.A. OVERALL N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS MSN. MISSION 30 SHEET DESCRIPTION (n w o z E EGRESS O.C. ON CENTER W WIDE CFT. CRAFTSMAN 31 _ " " EACH END O.H. OVERHEAD W/ WITH THIS DRAWI G AND DESI IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED COVER SHEET Z H E.E. SPANISH COLONIAL 32 AND SE ED OR WHILE CURRENT CODE IS VALID SCC. m a o E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX 33 o a W o EL. ELEVATION OPNG. OPENING WD. WOOD �a � BRO. BROUGHAM 39 z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW LL' o -� z PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET _ REN. RENAISSANCE 40 n a a ENCL. ENCLOSURE VIE. VIENNA 41 Ce o Z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TU S. - TUSCAN 44 PROJECT NAME V W.W.M. ELDED WIRE MESH EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE CLS. CALAIS 46 DUVAL COUNTY � a c� z FOOT . ITV. 0 0 ? W EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC ITALIAN VILLA 58 o � PBC. PALM BEACH 8o ATLANTIC BEACH CC � o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER CRB. CARIBBEAN 81 6 (n W � FLR. FLOOR P.R. POWDER ROOMCST. COASTAL 82 AMBASSADOR 0 1t � FND. FOUNDATION P.T. PRESSURE TREATED N� U-1m LOT/BLOCK 0091 z zo z o v TBI NUMBER 0091 z oho MODEL aozCe SAN TROPEZ (n Ce LLJ Wo � � � Lu 0 Z 4 wz '� ELEVATION NAME li � zW CARIBBEAN CK. OFFICE COPY W Ce (n Ce LLJ a Lu Z = z 0 W VIEVIEWED FOR CODE COMPUANCE Z SHEET NUMBER Lu ao CITY OF ATLANTICEAC Q 0 = (~ SEE PERNMITS FOR ADOMNAL _ REQUIRE�`�:NTS ANDCOMTIONSCe Cl W m W � z _3 NEVIEWED BY: u o J ERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFL:ECT AS OF DATE OF CBLTIFICATION BELOW. o z GENERAL NOTES CAST IN PLACE CONCRETE WOOD CONSTRUCTION DOORS&WINDOWS NN ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE OF F� to 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN 'C� 000� N i Q DAYS: HEIGHT&5.7 SQ. FT..IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE 0 W AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS @J= FOR WOOD CONSTRUCTION", EDITION. FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. D �-- DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED TO,THE ADDITION OF Z SLAB ON GRADE,FOOTINGS 2500 SI WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT � ° C7 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 REMAINING CONCRETE 3000 I 0 , 00 STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 0 a J 2. ALL CONCRETE SHALL HAVE A SLUMP OF "PLUS OR MINUS 1",AND HAVE 2 TO 4�/D WINDOWS INDICATED WITH(E)OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE BLDG. AR96730 0 O OO AIR ENTRAINMENT,AND A MAXIMUM WA R/CEMENT RATIO OF 0.58. 2X4'S,2x6'5 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. �(,� ' <t, 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 000000 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE BRED ASG ALL NON-LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24O.C.OR TEMPERED SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING RE STRUCTURAL DESIGN CRITERIA 301 CHAPTER 3,METHOD 10R METHOD 2 "SUBMIT BACKUP DATA AS REQUIRED BY UIREMENTS PER 2014 FBC 2411.1.2 Q CHAPTER 5 SECTION 5.3.OF THE LATEST DITION 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 Z O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) 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 4. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL AT 16"0/C WITH SINGLE TOP AND BOTTOM PLATE. STEEL DOORS NOT LESS THAN 1%INCHES(35 MM)THICK,OR 20 MINUTE FIRE-RATED DOORS. AR 96730 Z Z BALCONIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES,PRESSURE O 40 PSF CONFORMING TO ASTM A-615 GRADE 60. „ „ Q �-+ STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA.x 3 1/2 TAPCON SCREWS,6 ATTIC WITHOUT STORAGE 10 PSF 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Z W 20 PSF 5.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF 2 ROWS OF 10d NAILS AT 10"C/C. O � = ATTIC WITH STORAGE 30 PSF „ SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. J"DIA. EXPANSION BOLT w/OVERSIZED ( ) W p� E- HABITABLE ATTICS REQUIREMENTS FOR REINFORCED CONCR ACI 318 LATEST EDITION,AND ch W O SLEEPING ROOMS 30 PSF WASHERS AT 32 ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL WIND BORNE DEBRIS REGION a, p a w_ "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,"ACI 301. ENGINEERING PRIOR TO INSTALLATION. EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE °0°co o, Z CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 00 M W J STORENGTH 6.CONCRETE TICKETS SHALL BE TIME-STAN ED WHEN CONCRETE IS BATCHED. OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE p 00 @ 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 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE c APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL oW. p REINFORCING;, WELDED.WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION SHALL,NOT EXCEED 90 MINUTES.IF FOR ANY REASON PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. O W Q ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH I HELD FOR LONGER THAN 90 MINUTES,THE PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS a a cdLU = Co ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BE PLACED.IT SHAL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO IN PRESSURE TREATED LUMBER. GYPSUM WALLBOARD ~ 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. PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON ALL p ^ FIBERS PER CUBIC YARD 5. STUDS SHALL BE DOUBLED AT ALL ANGLES CORNERS AND AROUND ALL OPENINGS. GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE 0 O = CONCRETE ASTM C90-01,STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPE"S" 1800 PSI 7. ALL REINFORCING DETAILS SHALL CONE RM 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 v; O Z = F- MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION I$REQUIRED 6. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2"PLYWOOD(OR O.S.B.)SPACER BETWEEN MEMBERS. W N QZO UNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE STR RES"ACI 315 LATEST EDITION,UNLESS NAIL ALL MULTI-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12"O.C.TOP AND BOTTOM AT HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS,UP TO 8'ABOVE FINISHED FLOOR. W STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD DETAILED OTHERWISE ON THE STRUCTU L DRAWINGS. EA.SIDE AND STAGGERED. OW ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY z0 STEEL:WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 7. MULTI STUD NAILED TOGETHER W/10d NAILS AT 10"O.C.TOP AND BOTTOM AT EA.SIDE AND STAGGERED,U.N.O. SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. YELLOW PINE 19%M.C. 8. SUBCONTRACTOR SHALL REVIEW ARCH ECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND WOOD BEAMS,RAFTERS,]GIST, PLATES: U.N.O. N0. 2 SOUTHERN0 ( ) 8. WALL SHEATHING SHALL BE 7/16"O.S.B.U.N.O. 0 FRAMING: ROOF DECK: PLYWOOD C-C/C-D,EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS,SLEEVES,SLAB DEPRESSIONS,SLOPES,ETC. Nei Z w Q Z FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. THESE ITE S SHALL BE FURNISHED AND INSTALLED AT INTERIOR WALLS PROVIDE 7/16"OR 5/8"GYPSUM WALLBOARD EACH SIDE OF STUDS, GLASS BLOCK x O F" 3= WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB NAILED WITH 5d COOLER NAILS AT 7"O.C.(USE 6d COOLER NAILS FOR 5/8"WALLBOARD) MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S- 1800 psi AT 20 DAYS A PRIOR TO PLACEMENT OF CONCRETE. AT ALL SUPPORTS.PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS 0 EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. a" ce `U p VERSA LAM BEAM: Fb= 2900 PSI(2.OE) GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. a Z WOOD COLUMNS: PARALLAM 2.0E U.N.O. NOT REQUIRED FOR NON-BEARING WALLS. `UOQ 9. SUBCONTRACTOR SHALL VERIFY LOCATI NS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, W A W Z ce 0 z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. AT EXTERIOR WALLS SHEATHING: BUILDING IDENTIFICATION A � a O TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF FLEXIBLE FINISH-MIN. ", ,APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING,FASTENED w/ APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF 8d @ 6"O.C.EDGE AND 6"O.C.FIELD.SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE A Z 10.WHERE BAR LENGTHS ARE GIVEN ON THE:DRAWINGS,THE LENGTH OF ANY HOOK,IF PLATE TO UPPER TOP PLATE. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH a a O Z W BOTTOM CHORD DEAD LOAD: 0 ESE 10 PSF REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS FLEXIBLE FINISH WALLS INCLUDE: WOOD CEMENT OR VINYL SIDING HARDI PANEL&BRICK.ALL THEIR BACKGROUND. 04 = Q TOTAL: 40 PSF 50 PSF Q ' 0 F, GC 1-4 OF ALL TOP BARS OF BEAMS AND AT SLA EDGES. OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO O o0', p WIND UPLIFT RESISTANCE: 10 PSF 10 PSF FLOOR SHEATHING IS 3 4" OR 23 32" TONGUE AND GROOVE C-C PLYWOOD OR 3 4"OR 23/32--) ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO x w c� H z -� SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 9'FL / ( / ) / ( FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL = Q DEDUCTING A MAXIMUM OF 5 P.S.F.DEAD 11.SUBCONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO O.S.B.(48/24 RATING),GLUED AND NAILED WITH 8d RING COMMON NAIL(OR 10d COMMON)AT 6"O.C.AT PLYWOOD PANELS. O O UPLIFT AS PER SPECIFIED CODES, cefO LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPOR ITEMS WHICH BEAR ON EXPOSED CONCRETE SUPPORTED EDGES,AND AT 6"O.C. AT INTERMEDIATE SUPPORTS It LL-W WOOD FLOOR DESIGN LOADS: SURFACES SHALL HAVE ENDS WHICH A PLASTIC TIPPED OR STAINLESS STEEL. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. 10. ROOF SHEATHING SPECIFICATIONS. OUTDOOR KITCHENS V m TRUSSES: DEAD LOAD: 20 PSF 12.REQUIRED CONCRETE COVERAGE OVER BAR SHALL BE AS FOLLOWS: SHINGLE-MIN. '" ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. ,APA RATED OSB OR PLYWOOD SHEATHING NAILED w/8d RING SHANK " LIVE LOAD: - 40 PSF W O SUPPORT REINFORCING STEEL. SUPPOR ITEMS WHICH BEAR ON EXPOSED CONCRETE NAILS @ 6 O.C.EDGE&6 O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER. ATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE " " FBC RESIDENTIAL, - � V ZO TOTAL: 60 PSF WITHIN 4'-0"OF ROOF EDGE). SHALL BE USED IN THE CON �t1CTI0N OF PRIVACY WALLS ABUTTING EXTERIOR 0 O SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. TILE-MIN. ", ,APA RATED PLYWOOD SHEATHING,NAILED w/8d RING SHANK NAILS @ 6"O.C. GRILLS OR COOKTOPS, Z W A. 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): EDGE&6"O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C.WITHIN 4'-0"OF ANCHORAGE Q � � FOUNDATION/SITE PREPARATION: ROOF EDGE). V ��., W B. FOR CONCRETE EXPOSED TO EXTERIO WEATHER: METAL AND WIRE LATH: DRAWN BY m 1-1/2"FOR#5 AND SMALLER 11. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. z Z p 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, 2"FOR#6 AND LARGER GRADING AGENCY. 2. ALL ATTACHMENTS FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M STRICKLAND cfj 0 FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE C. FOR CONCRETE NOT EXPOSED TO WEATHER: _ CHECKED BY oC OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. W �DENSTTY,DETERMINED IN 3/4"FOR SLABS,WALLS,AND JOISTS BEARING WALLS SOLE PLATES TOP PLATES BLOCKING BRACING LEDGERS W � � 12.ALL WOOD FOR BEAMS, , , a ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TER PRQrECTION. 1-1/2"FOR BEAM AND COLUMN PRIMARY REINF.,TIES,STIRRUPS 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT CRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE N0.2,KD-15,OR BETTER.Fb=1200 PSI. OF Q GALVANIZED OR BLUE COMMON NAILS DRIVEN T'0 A PENETRATION OF AT LEAST %INCH AND 0. SWAFFORD 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT MOTECHNICAL ENGINEER m Q > 13.MINIMUM LAP SPLICES ON ALL REINFOR ING BAR SPLICES SHALL BE 48 BAR ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE O J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS,,L 94TIONS DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OFA ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. SCALE 11 GAUGE, BARBED GALVANIZED OR BLUED NAILS 1,/�_INCHES LONG HAVING A HEAD NOT LESS THAN O H Q FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR 8 INCH IN DIAMETER. 22 X 34 = SCALE AS NOTED W (n AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. AND ELEVATED SLABS,LAP BOTTOM STEELAT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN,UNLESS OTHERWISE NOTED. STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION 11X17 = 1/2 NOTED SCALE O O ag 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE MIRRORS V O COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EO(CESS OF 9 S.F. °C THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. H.V.A.C.NOTES SHEET DATE W '-� FORMWORK 0 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH TJiE FLORIDA BUILDING CODE: oC O Z TERMITE SPECIFICATIONS: 1.FORMWORK,SHORING,AND BRACING FO ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, PREFABRICATED WOOD TRUSSES MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION U AND FOOTINGS SHALL BE DESIGNED AND ONSTRUCTED IN ACCORDANCE WITH ACI 347, MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. W m SECTION R318 PROTECTION AGAINST TERMITES SHEET REVISION INFO = TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE p PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- W z cfj WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. ZNn O (7 OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA.TRUSS DESIGNS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF AL(.OF THE ABOVE FOR APPROVAL. =D Z SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE W Z PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. ELECTRICAL NOTES ap co W DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SEE NOTES FOR SHOP DRAWINGS. THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENENAL ARRANGEMENT OF THE ELECTRICAL WORK. p =1 x "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITEC'T'S ATTENTION PRIOR W Q p p TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 1. REBAR SHALL BE ASTM A615 GRADE 60 EFORMED BARS,F LEE FROM OIL,SCALE,AND TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Z = p UJ DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL cnW V) RUST AND PLACED IN ACCORDANCE WIT i THE TYPICAL BE ING DIAGRAM AND PLACING FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. SET REVISION INFO _ DETAILS OF THE ACI STANDARDS ANDS SPECIFICATIONS. C CTOR SHALL SUBMIT REBAR GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED W Z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE DIPPED GALVANIZED. ce g OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW PRIOR TC FABRICATION. HOJUZONTAL AND VERTICAL BARS OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. < a m APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS DC SHALL LAP 6 x BAR NO.,SEE LAP SPLICE SCHEDULE. UNSC DOLED FIELD LAPS ARE (7 oC 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 PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA SCSI 1. � O PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SUBJECT TO ENGINEERS REVIEW. 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 L- U= OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. p W z MASONRY (IF NECESSARY) " X: W cn ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN.of 6 SHEET DESCRIPTION V) W p Z 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION FROM EDGE OF OPENINGS. (� W 0 Z � FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE TWO-CELL OW CONCRETE DRY REGULAR SIZE DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. GENERAL m a Z 1. MISSED"]" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA. EPDXY ANCHORS BLOCK MANUFACTURED IN CONFORMAN WITH ASTM C E N,Pm 1500 psi. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 p Q W O WITH 6" EMBEDMENT. SIMPSON"SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUNNI BOND LLEss OT WISE NOTED. LAY-UP 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND NOTES W -> V RECOMMENDATIONS.SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM OF TIE B BEFORE PLACIN NCRETE FOR IN-WALL COLUMNS. USED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR SHALL LOCATE METER AND PANEL AS REQUIRED. W z = 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 COMPLY WITH C-476,AND SHALL SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. U) J Q OMITTED REBAR,AND INSTALL A 36 LONG#5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRESSIVE S OF 3,000 psi 28 DAYS. THE GROUT RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. W cn Q cn EMBEDMENT EPDXY(SIMPSON"SET", EPDXY),MIXED PER MANUFACTURER'S INSTRUCTIONS.ASSURE DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING W = MIX SHALL HAVE A MAXIMUM 3/8 COA E AGGREGATE,AND BE PLACED WITH PROJECT NAME p Z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND q SLUMP OF 8"To io". PLACE GROUT I w/A 5. COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED 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 BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT,LAUNDRY AND OUTDOOR AREA,ALL PROFESSIONAL ENGINEER. aC t c j MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE USED EXCLUS LY ON THIS PROJEC,r. MORTAR SHALL BE 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. ce cf u.jz W 3. FOR MORTAR JOINTS LESS THAN 1/4" PROVIDE(1}#5 VERT.IN CONC. FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED AS OUTLINE UNDER ASTM C-27 HORIZONTAL AND VERT. THERE ARE NO EXCEPTIONS. 0 p LLQ 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED .-4 THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/8'THICK UNLESS OTHERWISE N REMOVE MORTAR TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE PLUMBING NOTES W = p 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH(1)SIMPSON PROTRUSIONS THAT EXTEND INTO CE TO BE FILLED. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND ~ p = MTSM16 TWIST STRAP W 4 1/a"X 2T/a"TITENS TO MASONRY AND QJ-10d NAILS TO TRUSS FOR UPLIFTS t TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. /( ) ( � RESIDENTIAL 0 uA W LESS THAN UT LBS(USE(2)MTHAN FOR UPLIFTS LESS THAN 1720# . NO MORE THAN 10 STRAPS MAY 2, WHEN REQUIRED,HORIZONTAL MORTAR JOINTS SHALL BE CED WITH STANDARD 9 GAGE LADUR-TYPE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE p C) W BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C - $, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE GRADE. Z O DUR-0 WAL(ASTM CLASS B-2,HOT D GALVAN M)AT TERNATE COURSES(16 .--. = o LOT/BLOCK W H ce ON CENTER),UNLESS OTHERWISE . JOINT REINPDRC SHALL BE OONTII�IOUS THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, Ln Z W ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER EQUIPMENT,ETC. TBI NUMBER Z 0 Z AND SHALL LAP A MINIMUM 8'. 4r, z O Z SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. SHOWER HEAD Z O NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x BAR NO.,U.O.N HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" MODEL Q ZHEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" c> Q o CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AND MA SHALL CONFORM ALL REQUIREMENTS of V1 w LZ Q THE„SPECIFICATIONS FOR MASONRY MIS UCTURES(ACI 530 -0S/ASCE 6-OW 602-05), GENERAL NOTES ALL Ln ~ > AS PUBLISHED BY THE MASONRY ST JOINT COMM 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS AND w p n Z SOLE PLATE TO TRUSS OR BLOCKING 16d 16' O.C. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. W p z CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE ELEVATION NAME ED i z Q STUD TO SOLE PLATE, TOE NAIL 8d 4 TOR TO VERIFY COMPLIANCE WITH CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, L� W W NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. ;a z w 0 DOUBLE STUDS, FACE NAIL 10d 24 O.C. ROOFING ELEVATIONS,DIMENSIONS,ETC. ALL C=' g 3- p DOUBLE TOP PLATES FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS HODIFIEC BY PRODUCT APPROVAL SUBMITTAL 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO DRAWINGS SHALL NOT BE SCALED. Q W ui TOP PLATES LAPS AND INTERSECTIONS lOd 3 THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED z= Z O TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 3.TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM ) •-y z BUILT-UP CORNER STUDS 16d 24 O.C. �CL[ � (n uj THE ENGINEER. SHEET NUMBER STUDS TO SOLE PLATE, END NAIL 16d 2 W 4,IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS O H11 _ CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. 6 W OFFICE COPY palm GN16-4 ;z _j V SERIAL NUMBER 1014 w ; oo " � .0 v av1-- O TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. A May 4,2016 A ' 011- N ~ 7.8 £ OF F 55 �� oc P , Lu 00 11 t-- 23 4 31 CO'18 0 �. t C) 0 0 m 8" PER 18'_6" 8" 11'_2" 8" 0 �0 ate- GRADE/ 7a O O to 0 6 30 0 v f- STEP ' 00 00 00�' 0'- " ELEV. ' ' FRED 0 MANUEL GONZALEZ,AIA z o TOP OF PAD o PRIVACY WALL AR 96730 z z (TYP. OF 3) W 0 ' @ 6'-0" A.F.F. ', CD _ PAVERS ON _ o Qz _ o d- STEM WALL �,- o uui w ~O W °`° Cl- i a oC 0 * I 0 W m OUTDOOR I 0 0 SHOWER �, w � N Lu Al. M cis O W Qlk Ws r-J L----- -----,-�---� ----------------il L--r-r------ -------- -------� ------, HB Q LLJ MqU Z I I I I 0 O tn W O O� " f I I co i ce W Q I ------ - - O Q H Z --- --�N �� I I N I00 s '� PLUMBING-' ; a p � ' 1 1 ''i 1 A ac W Z 1 _ , , ALL I 1 w a ce W H O 1 cV i I I i ►� a z W ; °;° ; �.N A s a ---- ; ; ; ; f DBL. SINK ; x I I � � - III 620 5 1 1 1 1 1 11 1 _ W/ DISP. i a U W B I I I I 1 I ' rr ). _ _ I rB O to = z Q - - _- - I-r-L-- - - - - - - — - I - - - - - - - - - - j—�-F- C) oc 7.8 GAS LINE - `_� ; ; 1 PROVIDE ELECTRICAL- 0 w PROVIDE I FOR W/H „ ( 1 �'' i i 4 PLUMBING ' ___=JI CHASE FOR ISLAND I �) �,�I GAS LINE O I 11 C>,- o 2 r ; ' WALL , GAS LIN , ---Ij FOR Co _ I I I FOR FIR LACE 1 I I I� II COOKTOPce- UJ Q Z -------- - - - - Y"'Q O 1 41_711 - -- -� 1111 IL DWS ; I Inn00 ; �P1J 1 1148 x96 CONC DRAWN BY z - W I i i PAD TO BE 31' V LL W _ 71_111 I r -----------------�r] C1 01_011 ' [11_011 _ I 7 AABOVE GRADE S. FOX z o N 11'-511 --,t - GAS LINE FOR 1 I ' ' FINISHED FLOOR I I CHECKED BY U O 1 i DRYER ; NOTES: I i SLOPE i i H. CRUZ Be UJ W :` .. -► , ; FIN. FLOOR TO BE 18" MIN. ri I 1 I f I I SCALE o 6" PLUMBING f o ; ; ; ; ABOVE CROWN OF ROAD. CID a > _ ; WALL 1 1 Ln ' ' ; ' ---- O ____ ii 1i �--------------JL------------ ----- --- Q `O --------------------------- --�-� n---1 I �O I I 1 I n I r-----------------------------� ---O -O 0 0 s I I 111 I , , f , 6 PLUMBING I , W LA t t r-_ -� -- 'l 1 11 t!'1 I I 1 1 LL. to I I I +-� I` , 1 1 11 11 I _ I I 1 1 WALL 1 I I C) Q , , I T-.1 I .. I 11�- I �, ; ; I SHEET DATE J Q I I I CC to I I L-------� J L W M I I L N _.Y __ 1 -- 6/111/v ----1-�-, r -------------- ------------- --------- ------J I I 05/04/16 - - - o � __ SHEET REVISION INFO G- I , - I I I I W O N 0 SLOPE Z u o 111_211 81_411 ,tea t!] 101_211 1_011 21_g11 _ 41 I I uj Z -41 I I I W 1 I I O J CIO iL-I r------ ------ - ------� I z = o w 01 PROVIDE STUBOUT FOR i ,� r___L- SET REVISION INFO cn cn 1 10 1 FUTURE REF., FIELDVERI I ----- - ------- 0 -----O z � s 1 LOCATION W/TOLL BROTHERS I I _ - g (n >- 42"x42" CONC 1 ' P.M. PRIOR TO POU NGS B ' ' 1 ' oc oo PAD TO BE 3" A1.N •�y i - i i i ?00 --1 ce W In Typo I l� I 11 I L-------------------- o o ABOVE GRADE Ln - _ --------------�� -- I o N i N o ; u 1 --- 4-6 U c=n �. i vrn i SHEET DESCRIPTION 0 UJ W �,, o I I VERIFY IN FIELD W/ OLL W W o ------ I BROTHERS P. SLAB LAYOUT W �-" DC j i-------� 1 L � Lu Z d I j 0 a O ao VARIES , � �ao ;� i ' 03 z HB-'r' Qi-- _ w n Q `� a ; i ' i FLOOR Cd o s z o ; I I a PROJECT NAME W _cn p � i I -----1 -------Tr---- _ o OUTLET th °C z z 2 o c ~ 1 11 • ' i� = 1 11 r ui DUVAL COUNTY Qn o � 2 Al N 2 I__-, r_ _-- W 12 -4 _ z 12 -6 ATLANTIC BEACHW s o A1.N % Q o , , CC % a oc PAVERS ON - , m , c�3 = 0 W � �% a � STEM WALL � � � AMBASSADOR 6-4 � W �-- N lr-1 O W 0 LL_ to = - O DO L------ - r----- - J LOT/BLOCK 0091 W - �O -1 - - 04 En W � � � � J u� rl LJ OI LJ � z Z z u- t-1 gzQz � TEP TBI NUMBER 0091 4. - z Q o'-o" ELEV OFFICE COPY MODEL a � �, � 11-611 T.O.PAD TYP. OF 3 0 ) ZWoa 16 I SAN TROPEZ Ww Q 1_411 81_011 1_ 81.On 1-4 91_611 51_011 11-611 51-011 11-61' 111-011 Q Q 1 11 z � w Lu z Q 30'-21' I 24'-1011 ELEVATION NAME z &.4 W o 11 STEM WALL FOUNDATION I— CARIBBEAN W 55 -0 W ce a Lu s Cn . s . s m z A NOTE. FIELD VERIFY ALL GAS LINE � � m 7 z SHEET NUMBER W .8 LOCATIONS PRIOR TO POURING SLAB Q ozQ = 10 _ o SLAB LAYOUT6wA1 .81 o z m - 11 ADDITIONAL NOTES AND SCHEDULES Z o SCALE. 1�4 - 1 -o CARIBBEAN CAN BE FOUND ON SHEET A1.N w �t u �_ 0 J ERIAL NUMBER 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN OEPICrED ON THIS DRAWING COMPLIES W Tr"THE APPLICULE KIN"BL DING r ODDE IN EEEEcr AS OF DATE OF CERTIFICATION eaOw. . SLAB LAYOUT NOTES : May 4,2016 C> of F 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. C N ��� 0 00 O W co 0fl _ u 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS tF� o m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 0 >- -� AR96730 a 0 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. �� ;0,0000 0- �� INDICATES DOOR OPENING FRED A MANUEL GONZALEZ,AIA z U— AR 96730 P-4 C) oz a0 z O _ n LLJ0 CL °o 0 Lu a J � Q � � �-�1 a 1.4 N M Wiz CIS 14 J W Q W � oo E vC) Q A w oo = U w $ o Lu W.W.M. PLACED IN UPPER �! to n $ oW o 1/3 OF SLAB OR FIBERMESH � o � REINF. PER PLAN x o a z 1/8" (MIN.) SAWCUT x 1/4 OF p-N O Z t2 = o SLAB THICKNESS SEE D A O Lu z FOUNDATION PLAN FOR LOCATIONce w z A V cn Q A wo �..� W ce o 0.4- __ _r -.-�____� w a NA U zz o A W �+ cc a U 0 W O J O a I— Oa �, N - °C SAWCUT JOINTS PER PLAN, JOINTS SHALL BE CUT 4 g- TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, o 0 m AS CONCRETE ALLOWS WITHOUT RAVELING V cC ... a V0 0Om DRAWN BY Q � S. FOX ui z co o CHECKED BY (n0a 1 H. CRUZ W W - A CUT DETAIL �- SCALE:1/ 11 l`-11_o• SCALE oz W AIN ---- coa > JpJ 'w O W 00 , SHEET DATE d 0 05/04/16 it Z4 b o SHEET REVISION INFO O cc p ---- no0 Q = � Z Lu z co W J � w a o o SET REVISION INFO � w W n o (n _ W L1J z FRONT WALL OF GARAGE Qa- cnm cc z 0w z PROVIDE 11/2 D x 4" W � W= RECESS AT GARAGE DOOR — SHEET DESCRIPTION 0 Lucn " PROVIDE 4 1/2" D x 8 W RECESS FOUNDATION Z SLAB RECESS 1 z IN SLAB 4 1/ " SCHEDULES AND o ce Q W o BRICK PAVERS GAR. W"' NOTES FI N. FLR. zz' z = o - GARAGE n ? ,,- ------>�--- DOOR 4 v Lu U) Q cn ff ; {{ SLAB PROJECT NAME a o (n o --I I - RECESS uj �, •.� :A ko DUVAL COUNTY N�1 0 z � - WALL PER - z 0 o z - - { PLAN 5" CL ATLANTIC BEACH CC - p W Lu 0 W z o = o LOT/BLOCK 0091 z o z TBI NUMBER 0091 zoEn (n o MODEL z zw � a SAN TROPEZ a p Z W F- aWQ 'z w o z ELEVATION NAME 0 P-4W U- Z SECTION AT GARAGE DOOR z W o SCALE:1/4 =1'-W uj CARIBBEAN (n W ALN Cn ce (n zz �o 0 '~W Z SHEET NUMBER (n co cazp = tn o � AlmN W W OFFICE COPYtZ W m L-A V W Z � a 0 0 o PERIAL NUMBER 1014.0 M THE BEST OF MY KNOWLEDGE,THE DESIGN DEPIC11D ON THIS DRAWING COMPLIES WTIH THE APPLICABLE MINIMUM KWING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4,2016 j ev '� 7.$ F a 551.011 p Ft000000 0000p 231_411 11_ , Com ° c� 811 18,_611 I, „ 11 ��' F .; -2 8 0 00 STEP 1 AR96730 7-1 � -- --- -- - - - ----- --- - - - - - ----- --- 00-.% �� 000000 I BOX BEAM TO�T I BRED PRIVACY WALL o I I COLUMN WIDTH I I r 1 n r 1 n @ 6'-0" A.F.F. MANUEL GONZALEZ,AIA z z $'-10" 9'-5" 17 -9/ I 9-11/ 51.911 I 611 AR 96730 le 1 PAVERS ON I :.:. o o _ o I i COVERED ' , Wce cn II o' Lu 0 LANAI STEM WALL I z °° OUTDOORI I 10 -0 CLG. I W o SHOWER I ( I ::.: 00 w oc �' A , B , �° B I I I 3 C I ` w 00 C14 CL o I I 1 I Q a 90) Ner1 OJ W Q ^Cis iti W GUM. ►-a 34 E••1 m .. H B � �•- o - I R & SH MT = H ------------- - I O A � w Fro Q W.I.C. BREAKFAST _ s W o 1 En 1o'-0" CLG. I I I FAMILY I00ton AREA 4 J W z �; I I 12'-0" ROOM = I _ 101.01, CLG. 0 o I o o - > o I MAST R o I W 101.0" CLG. I N z I W 7 o OI oIS o z i SUITE talo 10'- W o x = 0 1 91.411 TO 01.011 cnlQ 0 „ "'la 4 " o Z ;,�; o = I COFFERS CLG. o(oc 4 2'-4" 1'-0" PROVIDE GAS ' o I oC 2X6 WALLT 2 a O oc W z _ MASTS N W I o I W I o TOP 32 REF. I A v cn - 9 - I MIS LINE FOR o @ w A Lu o a TEMP. G S.��S WR. _ BATH - ,.. I I z I I z roc a- SNCL. ON 2 IGH, 0'-0" CLG. I o J '� I FIREPLACE 1 I u.. A 5" W z I GOURME I O ROUGH EE ALL o I I I VENTLESS GAS Q KITCHEN o � z Z � 13 I I _ FIREPLACE I I i � 1 11 I _ _ ¢ 7 I I I = I I 10-0 CLG. co O Q E- ,� I � /4--� ID3, SINK N x • O 0 *-r _ o - - �'—$" - I-- -- --1 9"- -� I 611 N 201.3„ I � � 101_311 '� " J B I I I 611 B O t�-+ o I N 1- O d- 21_8 1 ( 121_111 I O -, I ; O 7.$ ' >- " I DESIGNER °° ' I ( i O a o J TAN LESS GA ( `t o o a no, I FIREPLACE SUBMIT I , t� w cc WATER H TER MANUF. SPECS. FOR --- I r ce 0 z ' `� - - - - - ---- - J FLUSH TILE INSTALLATION AND ' ( i'D.W. I ::: ¢ oc O i :-+ �' 10" X 1 " AIR I ----- o a TILE SH ER _ HEARTH U.L. LISTING SPECS. l— �- DBL. 7 CA 6 - OV N 4 HIGH WALL AT�SERVICE z � SEAT 18" A.F.F. =i W.I.C.cn N J MPER $ _ 1 I 6,_0„ N 5,_6, DRAWN BY v co O _ - Al i 10'-0" CLG. co COURT. SEE DETAIL 9 ON S. FOX - 1 oc I = 6 - _ C C MP. r o z N o, �, ^ a .T. 8 1 �, I SHEET A5.2.81 CHECKED BY W ► ^ 111_211 ;� ; 81_ 11 31.611 FLAT SOFFIT 17 I H. CRUZ L , 1 @ 9'-0" A.F.F. d. = J ` . I PANTRY M W ' ----------------------- co � "DYE 10' CLG. (TYP. U.N.O.) ' N 6" -- - SCALE a0 JDR &S S cc51PAC i co zl ---- t... a o ,�__= 01 POWDER o = : �-- .I NI ROOM +1o1_O" T.O.B. W cn u'f , IL _ N d _ o A.H.0 , _ ,E, _ 8'-8" CLG.um +12 0 T.O.B. J 6' HIGH WALL LL____ �I d. _ I N -- - - - -- o SHEET DATE d o WATER #2 � DIN NG ROOMS 2'-0" ;� w AT OUTDOOR SOFTENER 8 o I 1_ n 1_ n �, 05/04/16 0 0 SHOWER LOOP *�''� 1'_0111 CO FE ED TO 2 0 I TYP 0SHEET REVISION INFO Boz io 6 11_ 1 21.91 51.411 11.611 L ' of "'' m � 10, 5 1'-3" ,1VHALL 'o = 611 C F w z cr; CABINETS ABOVE LAU N D Y s 6 -1 1 c I o o cn o c� - - 10 10'-0" CL . a. M - u, z Lu PRO DE STUBOUT FOR 8 � I 12'-0 m m W s MT cn F RE REF., FIELD VERIFY FLIAT SOFFIT 11 -4 v ; LOCATION W/TOLL BROTHERS 10-0 CLG @ b'-0 A.F.F I z s o w P.M. PRIOR TO POURING SLAB 1 c' --, I I SET REVISION INFO �. cn Jul - C) z -' _ 42" HIGH OPEN RAILING - ' ----- --------- 2 CAR GARAGE ---- -------- - _ _ -�_�- -� W/ BALUSTERS SPACED C, 0 STO R � °u; °° 9 0 �L� - o 11 TO REJECT A 4" SPHERE _ ' o Z O z �_ 6 --- -1 FOYER _, o ; (no 0 611 N 191.011 I 1 o 91.8,1 _Y-9 1 " �r 61_6,1 ;.., 611 , zW = I V - - l��- 6" ---- - W z (n 1r r1 LINE OF SECOND Sao SHEET DESCRIPTION o � W cn g 22 X 54 C ____ _ • �r i¢ in W o Z FLOOR ABOVE FIRST FLOOR ui o AC ESS OAK Z W 1 FINISHED _ 17 �- a o LI E OF GAR. DOOR ABV. LINE OF GAR. DOOR ABV. 1 _ STAIRS Qo i Z r- - - - - I F- � ROOM _ PLAN W a 0 I I I 11 9'-0" CLG. N C z = HB I I I it d- 1 �- 1 iW _ v J ¢ I I 14- ------------------------ �,;, �;, -I,0 ;tn � to I ce o = z I I I I 1 lool �o PROJECT NAME Lu vi v I ( ( I MT _ 1 W STUDY I I I I JJ 2'-0" CLG. DUVAL COUNTY ooZW I _ I I I I I i I I I _ I M 6'-2" c , 21_611 ATLANTIC BEACH CC - = i � 11 N I � _ � I - AMBASSADORv' W H En AVERS ON 0-4 o ,-' — — ——— Z C) W M - T - EM WAL _ L r .€ W , I. O � LOT BLOCK / 0091 Z — ---- — z o z ...... .......... . ... . 2- - - - - - -- 3- _ _ TBI NUMBER 91 ....E .:.... ...,: o z : :: COVERED 0 0L-o M L a - BOX BEAM TO ENTRY DEL SAN TROPE , fl Ce wce COLUMN WIDTH 18 -4 CLG. 1 � w 1_411 81_011 I_411 r_OR 1_411 ' 51.1/11 i_61I 51_0" 1,_st1 1-011 1,_6,1 ' 1 n 03 lz W .551-611 ELEVATION NAME z w O F_ CARIBBEAN � � W 201.011 9'-6" 141.611 11,_011 L1J ce Vol cnF- Z0 11 55 -0 z = z OFFICE COPY V m A ��' SHEET NUMBER o zEn W o = � FIRST FLOOR PLA�N _WADDITIONAL NOTES SCHEDULES & DETAILS A2m8l � W m -j o o W SCALE. 1/4 V-011 CARIBBEAN CAN BE FOUND ON THE A3.N SHEET. w ao J ERIAL NUMBER 1014.0 TO THE BEST OF to WKEDGE,THE DESIGN DEKCrED ON THIS �wuNO CDMKIES wmi THE�CAB1 E tarB�BUR.D94G CODE IN Elffa As OF DATE OF CEarcrTanoH WOW. May 4,2016 N 7.8 G OF F/ _0 �C> ' F1 ' AR96730 OO 0000.0 RED A� Z W I ( MANUEL GONZALEZ,AIA O 43'-0" I I AR 96730 Z Z o z W 181.611 I 241.611 I OLu ma = W ~o I1.611 71. 11 0a. � I I ozm w o, w O I B B oz - - - - - - - - - - - - - - - - - - - - - - a s o J W LLJ 3= Q h O - I O A Oyu, z 3= I w z ROOF BELOW ,, 00 o 0 O ,""� 00 � � � J Lu z to g C)) 2,j o ROOF BELOW I W o BEDROOM 3 = BEDROOM 2 = T 01 t n o = 9'-0" CLG. o T+ 9-0 CLG. cV N Lu o Q 22X30 ATTICce I 611 I A z cc z ACCESS PANEL I a a "' = 0 " 6 10'-10" 12'-811 A w a v, I C3 a a >- Z UJ -ZUJ cc o O 0 11 11 I U-id, J _ O W B B o 0 7.8 cc I - - - - - - 22X36 — - -- - 0 6x1 I R & SH (� g �1 R I& SH I a. W = t_ n 1 n r I " Dom �. 15 8 2- �CESS91-611 - ::: 6 _ +� oc � 22X30 ATTIC I o Lu o z ^ � I bo — —9-011 _ ' ACCESS PANEL Q O - , 1 n , " I� , CLOSET � I M D o v -1 I 1 _6 3 -9 1 CLG. Ln -0 CLG. I DRAWN BY Q ce � F = o I 11 A.H.U ' I S. FOX tj r m _ N I BATH 2�, 2�_ 14 ( 91-011 CLG. FLAT SOFFIT — #1 I o Z I —— — —— 16 I CHECKED BY Q Lu Ce12x_811 3t_4tt 21 11 �, 1.811 o 61_011 101.011 I H. CRUZ t=- LU N , I SCALE >- m a > = F BONUS ROOM =� _ I ---- a ' _ co - 9'-0" CLG. N _ o I = 0 0 = N N 11 14x_011 ,� 161.011 I c o 4n Ln LOFT o I I S DATE Lu v O = 9'-0" CLG. 05/04/16 Lu 0 F cn R &SH — — — 7 I SHEET REVISION INFO x t1 cc z _ N r14)_J31.8x1 31 811 9.4 0 �., J. 1X6 CAP ON 2X4 HALF I 0 `z - `" BATH 3 WALL @ 42"I HIGH I 0 '.'.' z ui � 0" CLG. '-' 11 DN. ° I ROUGH I a = oo _ 6r 51.4x1 71.61 - N I mLi mz � , , OAK ' o ; N STAIRS _ SET REVISION INFO W a o 0 1 -- —---- -- ------ €. a � � W �"? 36" HIGH OPE GUARD z = - RAIL W BAL TE uJW Q F— U RS V " (n - Q i . cc m N SPACED TO R ]ECT A 4 I " o > z I BEDROOM 4 Ln SPHERE. I o I _ I , cn 9'-0" CLG. I ' Lu = 00 OPEN TO OYER I ( SHEET DESCRIPTION - I - BELOW ROOF BELOW I = W Z N N cn w 0 I - I I _ SECOND FLOOR = z � 0 ao I ~ w ( n — ce 1 ROOF BELOW 6 _ I PLAN � � 0 1 n , 0 Q W O I 10'-10" 21-8 11.611Lu I I I Lu w = Z c ( B I B I �0 8 I I I PROJECT NAME o_ ocno N I I cwcui� � ' ' DUVAL COUNTY T 0 0 Z W I 1 1 I B B I TWO STORY I 0 � � � 00 I _ � I S I I COVERED I 00 ATLANTIC BEACH CC - 61.611 , 41_ t W --- - - - - - 1 I ENTRY I M W = I I 21'-0" CLG. I AMBASSADOR 0 O w — —— — — — — — —— — — ——— ——— —— — — — —— ——�—— — — — — — — — — — — — — — — ' ,,, tz- coc - :; LOT/BLOCK 0091 I z o z , , TBI NUMBER 0091 z 0 z In z '-4" 5'-311 '-4151-311 1'-4' MODEL Z ^ � , J. 0 z cc ,_ " 36 HIGH Box BEAM TO SAN TROPE z a. � * 41-4n 31-411 RAILING COL. WIDTH w 06-4 a 18'-6" 11'-0" 14'-611 I ELEVATION NAME W W Z " ~ WF- 44 CARIBBEAN z o '-o" w � W ce a w s vj I— V OFFICE COPY Z = � Z A ui W Z SHEET NUMBER u, � ccm 7.8 nzu, t— < �0 � = _ SECOND FLOOR LA � ADDITIONAL NOTES, SCHEDULES, & DETAILS A3 .81 � Wca V n — 1 n z SCALE. 1/4 - i -o CARIBBEAN CAN BE FOUND ON THE A3.N SHEET. u„J I C 0 J ERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON nus DRAWING COMPLIES WITH THE APPLICABLE MINIMM BUILDING CODE IN EFFfCr AS OF DATE OF CERTIRCATiON BELOW. May 4,2016 viZ N ~ OF F( 000 W_ 0%' CO(� � 0 ::. F 0 C$ CL J ° AR96730 00 fn 0 o y RED A� Z W MANUEL GONZALEZ,AIA O AR 96730 Z <- Q M Z � ce <. r W OuJ � W/ 0 �� /` " Y_ ice .: ..... Kms.. I..:.......:...::. 1100 i Da f O" .....r..x ................ ...........LL ._............ .............. _. ... .... . �O ............ oa0 W ::::: 00 M o Z � _ - c� J w ¢ DINING LIVING ...... _ a - i ... TOP OF MANTLE T . O - ROOM ROOM - FOYER , ::. ..... ��, o TO BE 60 Q - 1. x::; 1 A.F.F. ;, ._'- O o - (BEYOND)- (BEYOND _ ;........ . - O A w W 1 II 1 0 1 11 0 1 0 ._ _........................ _____..._ ....__ . .. _ _ 1 1 0 ____ o O 1 0 _ :..._.._ ::; o _ ,-a ;; - _ - - _ *-�1 ;:L_ z 1 W ................................... :........... ................... ..... ...,:: Q 1 n I n 1 n 1 " 1 " _..::-:-_..crO ................. Z _ rn 2 4 5 __.:: , ............ ii O1 W _ 1 n :.:.k:::. oo 11 s -011 1 It f 11 -Ll 1 1 11 1 0 is Lu 11Ce Q s i[ 10 10 12 O i is '•.Ii'i iii( xr i €1111 4i f— j c) ::, .................. ................ ._.............................%.. iii:€! 0U � .:..........:: i Lu J F- = 01_611 31_611 41-611 Q 1 !1 W z 6 -6 w A Woa A z � 0- 5 ui � z � �., � � a0a a A Z W 1-1 1 ETAIL 2 ETAI L 3 ETAI L 4 I REPLACE DETAIL c3C `"♦ "_ 1 " n_ 1_ " woo Al N SCALE 1/4 -1 -0 Al N SCALE 1/4 -1 0 A3"N SCALE 1/4"=11-0" A3.N SCALE 1/4 Z 0 'Q N 0o !H CO OFFICE COPY U ce Lu GC O Z Q O z O w DRAWN BY a � W INSULATION SCHEDULE S. FOX Urico o z CHECKED BY W � - � _' .� LOCATION TYPE H. CRUZ ' 64 STAIR RAILING AND SCALE cc CEILING @ LIVING AREA FIBERGLASS 38 m Z > NomrE ---- GUARD RAILING J O --J EXTERIOR WD. FRAME WALLS FIBERGLASS 19 J ~ a WALLS @LIVING AREA FIBERGLASS 11 Lu SECOND FLOOR STAIR RAILING AND STAIR GUARD RAILING 0 FOAM "' RAILING 36" 11'-4 3/4" SHALL BE CONSTRUCTED TO WITHSTAND AATTTr SPRAY SHEET DATE o ................................... CONCENTRATED LOAD OF 200 POUNDS APPLIE WINDOW TAG -WIN SOWSCHEDULE� � A �, _ CRB 05/04/16 UJ O ,�' 1011 ,�' 1 , 1/2"PLYWD. AT ANY POINT ALONG THE RAIL IN ANY WINDOW CALL OUT _ SHEET REVISION INFO --__ 0 oc + , 1 M DIRECTION. IT MUST ALSO WITHSTAND A a O z NOSING TYP.''1" ; ; O° UNIFORM LOAD, NOT CONCURRENTLY WITH THETYPE SIZE REMARKS ____ W >' O i� 2x12 WD. ,� n Q € I ,,ice'''' ' I I CARRIAGE(3 CONCENTRATED LOAD, OF 50 POUNDS PER A FIXED GLASS 36 x 12" LOW-E VINYL/ TEMPERED o o _ " REQ°•) _ LINEAR FOOT APPLIED ALONG THE RAIL IN ANY x F �' a z �-�-2x WD.TREADs ^ DIRECTION. INTERMEDIATE RAILS AND POSTS Al FIXED GLASS 48" x 12" LOW-E VINYL W Z ,� 1 1 (NOMINAL)TYPICAL (9) to m °D W + + oc IN-FILL) SHALL WITHSTAND A HORIZONTAL It o J ( B 3052 SINGLE HUNG 35 1/2 x 61 1/2 LOW-E VINYL/ EGRESS ui LOAD OF 200 POUNDS APPLIED AGAINST ANY C 3052 SINGLE HUNG (2) 35 1/2 X 61 1/2 LOW-E VINYL/ EGRESS SET REVISION INFO Z Z O W � � � �'' 1 1 4R @ 7 5/8"=2'-61/2" oC LANDING " " cn w cn , ___ __ , , _ E VERIFY ONE SQUARE FOOT AREA, NOT CONCURRENTLY w z J _ ___ WD. i WITH OTHER LOADS.uJ _ D 2260 SINGLE HUNG (2) 25 1/2 x 71 1/2 LOW VINYL 11 II Q NAILER + 1 2x4 STUD WALLS N E 2230 SINGLE HUNG 25 1/2 x 35 1/2" LOW-E VINYL TEMPERED W CD FIRST FLOOR / / / Z O o 0'-0" FIN. FLR. F 3652 SINGLE HUNG 411/2 x 611/2" LOW-E VINYL z u G 4052 SINGLE HUNG 47 1/2" x 611/2 LOW-E VINYL SHEET DESCRIPTION O W Z U) w o Z H 3460 SINGLE HUNG (2)�35 1/2" X 71 1/2" LOW-E VINYL/ EGRESS FLOOR PLAN NOTES, � ZUE 5 TAIRSECTION 9ce0 11_ 1 Il D R A { ce a Z SCALE 1/4 -1 -0 00 TAG SCHEDULES, & DETAILS o Q W O A3.N _ D00 R SCHEDULE a DOOR CALL OUT ujui 0 J z TYPE SIZE REMARKS UJ '�" = z PROJECT NAME ui 0 1 THERMA TRU INSUL. ENTRY DOOR 3'-0" X 8'-0" W/12"SIDELITE ON BOTH SIDES oc z W 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-011 DUVAL COUNTY Oo .-. W = � 0 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED ATLANTIC BEACH CC W W 4 NOT USED AMBASSADOR z o Lu 0 5 DOOR 2'-8" X 8'-0" SELF CLOSING,SOLID WOOD NOT LESS THAN 13/8 zzz � � uJ THICK OR 20- MINUTE FIRE-RATED LOT/BLOCK 0091 z 0 z 6 HOLLOW CORE DOOR 2'-0" X 8'-0" TBI NUMBER 0091 o z 7 HOLLOW CORE DOOR 2'-6" x 8'-0" MODEL I 11 1 11 SAN Z W TROPEZ E- cl. z � 8 HOLLOW CORE DOOR 21-811 X 81-011 uui o >.. 9 HOLLOW CORE POCKET DOOR (2) 2'-0" X 8'-0" _ � W � Z ELEVATION NAME ui W U- 10 METAL DOOR 3'-0" X 8'-0" z W CARIBBEAN oc W 11 HOLLOW CORE DOOR 21-611 X 61-811 W a `i 3 �- 12 NOT USED C� z r z 0 1 Il 1 II Z = 1� z 13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED 8--1 -W Z SHEET NUMBER U.1 w 14 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-8" Q O ~ 15 HOLLOW CORE BI-PASS DOOR 4'-0" X 6'-8 = � � — � � i II AIN 0 z m 16 HOLLOW CORE DOOR 21-811 X 6-8 J o o u- 17 HOLLOW CORE DOOR (2) 2'-6" X 8'-011 W v i-- 0 ,J ERIAL NUMBER 1014.0 M THE BEST OF W 10 WEDGE,THE DESIGN DEPICTED ON THIS ELEVATION °� ` CAnMNOTES �W EJECT�OF DATE OF CERTIFICATIDN BELOW. o - - - - - - - - - - - - - - T.O. RIDGE May 4,2016 1000 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM F W 1. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR � 04 DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED '�0 z C:) ROOF PER � � �,Q� CONTRACT OTHERWISE FOAM APPLI � 0 _ CATIONS FINISHES SHALL BE ACCORDING' a' 4 2' TO EACH ELEVATIONG o "CORAL-LIGHORE APRE-FINISHED �+ R96730 0 5.2.8 5.2.8 EQUAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — T.O. HEEL FOAM APPLICATIONS SHALL BE INSTALLED AS PER 1_ _ _ _ _ _ _ ' MANUFACTURER SPECS. U.N.O. FREp �/ PLT. HT. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE � � � :� . .. �. . . : . . ' + • .. •. . :. •. .��. . � - . : 4CAST' FROM F 0 OAM MANUEL GONZALEZ,AIA . FACTORY INC. OR EQUAL, AND AR 96730 INSTALLED AS PER MANUFACTURER SPECS. 5 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS zcnW o 5.2.8 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE Lu ch °; o L I. u OPENING oe METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 0� "' FLASHING '��' FLASHING : I 6. A WROUGHT IRON APPLICATIONS o _ .. AND APPLIC 0 S TO BE FAUX ;-.� AL UMIN UM W 00 - M T.O. 0 EL o. - _ - ---�==��=•���mm,�-.. _ _ _ _ - THE BUILDER SHOULD NOT INTERPRET T M � ; I _ _._._..: _..- ... HE DRAWINGS � z a O -- - N W ¢ a _ _ N .-, W H m 2ND FLR. HGT. - - - - - - - - - - - - - _ _ _ _ - - - - 7. AN SHALL BE CLARIFIED BY THE � o HEEL HT. .� — — — _ ARCHITECT/DESIGNER - - - - - - - - - - - - - •: � T T oW Z - - - - - - - - - - ........................_................._........ . .............._................_................................._..................................................._:.............................. ..... r' THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING A in 0O a = � N NQ) w WITH THE SUB-CONTRACTOR/ MANUFACTURER AND W _ E ARCHITECT/DESIGNER IN WHICH ALL o � � gj ARCHITECTURAL APPLICATIONS WILL BE COORDINATED > N J W Z - 0 o I - M� _ = AND APPROVED PRIOR TO INSTAL �w o � �t = 5.2.8 I � .� _ I c � CATION � � S ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ►-� �- p Q Z 1 o I I ^ 3 cV 9. COACHLIGHTS WITH T lHEIG x � _ � '-4 J -•' •�• � � � • � � �� � . � :: �� ' � " _ - � - 5.2.8 �' a p ,�. a C - U � z ::::......:.::::::::::::::::::::._:::::::::::......::::: : ADDITIONAL ELEVATION NOTES. A O A W ................................................................... c Z z _ ______ _.w___.___.__ _.-__._.__._._ ___ ._.__.__-.___.___ 1 - FRE-ENGINE A W O .............................................................................. co TRUSSES TO BE MANUFACTURED WITH 7 HEEL � a. � : . a cn .............................._...........-........................... >- ................................._......................................... ..... I FINISH FLOOR- a oc o 3 ALL GABLE END TRUSSES TO BE MANUFACTURED WITH ANUJ x DO I „ o U- 60 J ADDITIONAL 1/2 DROP a C (7 ce - - - - - ; N o OUTDOOR 309 a W SHOWER 5.2.8 9 A/C EQUIP. o TYP. SERVICE COURT 0 5.2.8 V ce m Lu O Z ¢ O Z O w DRAWN BY ¢ ce Lu S. FOX zzo ce U) a FRONT ELEVATION CHECKED BY _ � SCALE• 1 4" = 1'-0" CA IBBEAN Ce H. 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V . _ AMBASSADOR cn zbo F' °i :. : : :.. :. --- ' �-- --_� : , LOT/BLOCK 0091 z z j. zoo TBI a . cn .................................... � . L�.. � . .. .� . . . .. . . . . . �o. NUMBER 0091 u,, o FINISH FLOOR M a - - - - = - - - --- - : - - - = - - -. - - - - - --- - _ -.. - - --=- 0 FINISH FL00 MODEL ¢ 0 t. . . OFFICE COPY W W ¢ L : : SAN TROPE F- 1uj 3. W � a 6" STUCCO HEAD, 4" STUCCO M U_ A5.2.81 7 PROVIDE ELEVATION NAME z W O (TYP). SILL, (TYP.) 0 RIDGE VENTS, TOLL BROTHERS 9 5.2.8 g � W A/C EQUIP. ~ CARIBBEAN °C SERVIE cou P.M. TO VERIFY LOCATIONS. w ¢ W � ~ z O W �' oC °o ui ASPHALT SHINGLE ROOF SYSTEM z SHEET NUMBER RIGHT E LEVATI O N `� Coe z o W CO 0 SCALE: 1/4" = 1'-0" CARIBBEAN A5.81 1--4 z J ,..,, 0000-� ADDITIONAL NOTES AND SCHEDULES tZ O O u- W c < u 0 CAN BE FOUND ON SHEET A5.2.81 ERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ROOF VENT CALCULATION May 4,2016 2' N L� OF Fz ATTIC AREA (TOTAL UNDER ROOF) 3117 SQ. FT. �Q'C , 0 0Q ca �ce � DIVIDE BY CODE REQUIREMENT 150 ROOF PER MIN. NET FREE VENTILATING a m CONTRACT 2 1 SQ. FT. �° AR9673 � t O o AREA REQUIRED �� 0 00 U 1000000000 _ I �5.2.8V RF /IlkHEEL HT. _ - - - - - - - - - - - - - - - - - - - - - - - - - - MANUEL GONZALEZ,AIA It mom) z U- - - - - - - - .............. - — - - - - AR 96730 OPLT. HT. ----------------------------------------- oma _ �. I.. I . I �� ' 3:12 LM 3:12 Lu !>11 a Lu oc _ FLASHING I _ 2 I I cn \ J 8 --------------------- -----1------------------------- ----------- -� a o0 p - --I 5.2. I I I W N M �"� ,..� cv aW. cid W � z � 5.2.8 LU 0 2ND FLOOR HT. _ _ _ _ _ _ _ _ _ _ p n _ _ I I I O A w W HEEL T. - - - - - - - - - - -/ \ i i ' U W N N PLT. HT. _� ; o pyo i I , • 00 d. W I N S J W Z ----------------------- I 0210 p �- z Wit- t�i W W z o o d- V p Q °° -� ............................................................ . _....�.._..._ i i A W WZ ...........................................................__....... j A W _._............... BE ................. cn --, z z Q t- FINISH FLOOR . • . ' : .. � - .- - - - p p i a W I I N = O I !—+ O LL 6 I I O O W I I Lu p lu < ice 01 REAR ELEVATION z O W V-011 � i DRAWN BY � cc SCALE: 1/4 = 1 -0 CARIBBEAN ; i , S. FOX Lu I — — — -- I I m --- -- --- ' I CHECKED BY c '(n ? _ ; ; H. CRUZ ---- I I = a � I SCALE zW ------------------------- ' ------------------ ~ ----------- ---- ma > spa O W � 0 0 SHEET DATE ROOF SLOPE PLAN SLOPE: 6:12 U.N.O. 05/04/16 J 0- 0 _ 1T SHEET REVISION INFO O � c SCALE: 1/8 - 1 -0 CARIBBEAN L a o ---- i °c° � o w z � ROOF PER (n O (D CONTRACT 4 to 1�!.J2.1 Q W Z m m uj 5.2.8 J X w a o p SET REVISION INFO c=n w n _ - - - - - - - - - - - - - - HEEL HT. rih O Z J = — — — — — — - -- --- - - - - - - - - - - - - - - - - -- - - - - - — — — — — — — — — — — — — — — — — — — — ui a� - - - PLT. HT. caacwz z o > O o I I SHEET DESCRIPTION Lu _ z " REAR & SIDE r2 .............W O - cnW � � I. Lu - ,= ; ELEVATIONS & ROOF m ce a z 5.2.8 FLASHING 10 p ,> o FLASHING ` '= 1 SLOPE PLAN ....................... . cn <t 5.2.8 ............ Wz J Z l cn J a \ _ - - - - - 2ND FLOOR HT. u = z -- - - -- - -- - _ _ _ _ _ _ _ _ _ _ HEEL HT. �. PROJECT NAME w u' - - - - - - - - - =.- - - - - - o DUVAL COUNTY cn : . PLT. HT. N N ce Lu z : -•• WATLANTIC BEACH CC LLJ W - : : . i I AMBASSADOR o W u- U) �- z o W LOT/BLOCK 0091 ,..., WF- � .. .. ,• o ce z z z W TBI NUMBER 0091 Z O cn _ g z 2 O ........................_............. MODEL OFFICE OPY W o 5.2.8 0 C Z a PEZ a p^ v? c cn cc Q W ' FINISH FLOOR W W p z FINISH FLOOR.* = - _ . ELEVATION NAMEW Z � •• , . • • • . . . . • . . . . .. • : . . ". . • • .• ": . . . " . . . . . . , . . •. • • . • PROVIDE RIDGE VENTS, TOLL BROTHERS � Z W ; CARIBBEAN � Lu p P.M. TO VERIFY LOCATIONS. W W 6 STUCCO OUTDOOR 4 STUCCO (n "? L3 HEAD, TYP. SHOWER SILL, TYP. z O W ASPHALT SHINGLE ROOF SYSTEM Z SHEET NUMBER pz = � .0 b � FT ELEVATION A5- 1 .81 ce LE � W m W _ - ADDITIONAL NOTES AND SCHEDULES oz SCALE: 1/4" = 1'-O" CARIBBEAN J O o CAN BE FOUND ON SHEET A5.2.81 a V O JPERIAL NUMBER 1014.0 n. TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MIN"BUILDING CODE iH EFFECT AS OF DATE OF OWTIFICATION BELOW. 11-4" May 4,2016 Z1 IL 3L_On TRUSS O.H. 1x4 T&G _ N 9n 4 23" 1x12 TRIM OF F�� W __ BEAM00000000 �Q, 0J= - = (PER STRUCTURAL) i 0 � ^ ch 2ND.FLR.BRG. z ? m - 0 >- 2'_g/" 3 " FRONT VIEW a ROOF PER 4 /It 2x4 FASCIA z Z 0 6 30 e o CONTRACT SIDE VIEW FRONT VIEW 2x6 RAFTER a Q ,<<v 2-PLY/6 SIDE VIEW I SHEATHING Y4"CHAMFER �Jl ' FR RGA 2x6 w/2° ED A 3' 0" 1'-6" 1 1 r' I MANUEL GONZALEZ,AIA Z ROUND VENT @ 2X RAFTER AR 96730 O 24" O.C. TAILS @ 24" _ - Z Z O.C. 10"WIDE i I „a o 1x4 T&G BETWEEN = 1 FINISHED COL. RAFTERS H EL _ O g = _ 1��3 Ln I cWn w O METAL DRIP 1'-4" LL �' N � � n = a cC ' 11-411 N i i 3 STRUCTURAL cC z °o 2x4 FASCIA '`N' POST -j `: ;r, i i O W 0. ,W: = 1x TRIM BD. a u_ JO 2x6 RAFTER TAIL ,<:,H, N i i TYP. o I— 24" O.C. w�:'''` WALL _ N W ( ) W @ _� 1 �� W 1011 z SIDING OR PER PLAN oF a O \ m S' H o o W a STUCCO PER ` ' Q W = m Q' jrjF- O ELEVATION ' O A 2S 2S D O = 2 1x6 BASE W/ V W Zt Z CHAMFERED EDGE STUCCO g 0 O16"SQ.COLUMN--.,_" ' WFINISH * �Llr � ASCIA 2 RACKET/TRELLIS ( 3"\,�MCKEVTRELLISBASEN J W Z i O � O SCALE 1/2"=1'-0" SCALE 1/2"=1' 0" SCALE 1/2"=1'-0" _ 4 � o E 5.2.8 5.2.8 5.2.8 �. _moo x � 2ND. FLR. Z W = zO - - - - - - - a' O o aA ° � UIQ w ZUJ 0 A w Z COLUMN TRIM @ �. of 1x4 HEAD -- �-1x6 RAISED 4' C 0 LUMN DETAIL A Z N &CASING ........................ Q Z W RAILING ........................ 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EXT. 03 (D ce u = z 5'-°" PROJECT NAME c Ui� � DUVAL COUNTY 0 0 W PLAN VIEW ATLANTIC BEACH CCui - i STUCCO PER ELEVATION E RVI C E 0 U RT DETAIL 'f AMBASSADOR 9� z (A UJ FLASHING o w r9.1 SCALE N.T.S. �' FLASHING = O 5.2.81 5■2.8 2nd FIN.FLR. LOT/BLOCK 0091 Z TRIM i 1 X 2 CAP _ u_ z O FIN.FLR. d' TBI NUMBER 0091 oZ -- -- z - MODEL � O � i., > - FLOOR—/ 1 X 2 CAP Q n c = SYSTEM „ SAN TROPEZ Ce iZ Q o M - _- --- ---�- � o SHINGLE ,� 4� 1 X 6 TRIM 1 X 6 TRIM 4 1/2 -� - ____ —_. ___ .� SIDING 10 et ' Lu .................. ................... ..._.............. ............. M 2°x4° 1 X BLOCKING 1 X BLOCKING W Z 1/2"SHEATHING ELEVATION NAME WtLza CAULK AS CAULK AS NEEDED NEEDED a4 V W u_ c 4"x4" s CARIBBEAN zZ W O POST a"xa^Posr F W c� CL 0 � I CAP ABOVE. STUCCO PER ELEVATION Q W ? W 4"TRIM 2'x4` <; Z cl Z A _. W Z SHEET NUMBER w � � 0° COURT DETAIL 9.2 ERVICE OURT DETAIL io TRANSITION DETAIL 309 EDGEERVICE A5-2.81 W IL_ f tl " 1 LL OFFICE SCALE 1/2 -1 -0 SCALE 1 2 =1 -0 COPY z _j SCALE N.T.S. 5.2.8 SCALE N.T.S. 5.2,8 5.2.8 tz! 5.2.8 �u a000 J ERIAL NUMBER 1014°0 r. TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE NDNIK M M DING CODE IN EFFECT DAT AS OF E OF CERTIFICATION BELOW. May 4,2016 ` Z N F-+ u, ROOF PER CONTRACT (TYP) OF F(, W 10 00 s C) 0�t'P' F? co 00 SEE SHEET A3.N FOR �° 0 0 6730 00 INSULAT ON SCHEDULE o �4� I TRUSS LAYOUT PROVIDED BY RADIANT FRED A TRUSS MANUFACTURER A \ €E� t €.. ;.... .. *111"7 MANU AIA BARRIER Z Y Y X Z a l! f C re ' C f a. C C (\ . , .., ,;.. .» *1 r.".r .Y.., k.,. ,Y...,. .Y.. d;.r. �.. .. ..• f f.x.v ., .� .\ �/ EL GfJNZALE X." X: .< 1. .n.:.........:.^,.r..., ., .�.n.:.^,.n.-.+,...X..o...X..",..x.. ...x. .X..� -l,Y,. .J.. 1.... .x R X; X :, X.:, r..... x. x.. ,x.:.,.x... 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Z zo n TBI NUMBER 0091 - cnp Am MODEL z oQ SAN TROPEZ Qoz � � aLu > � W � z W z ELEVATION NAME z W W o CARIBBEAN � 3- ce w aW � w � z= z0 0 OFFICE COPY z v;w SHEET NUMBER (n 3r. a z '�' �- Q Og SECOND FLOOR DIFFUSER LAYOUT 6 w M2.81 0 W m Wtz z J W SCALE: 1/4" = 1'-0" CARIBBEAN FOR REFERENCE ONLY - a co o J ERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON TMS DRAWING COMPLIES WITH THE APPLICABLE MBVIMUM IRMING Y ELECTRICAL LEGEND May 4,2016 G'�" ' o N SINGLE RECEPTACLE OF Fz w DUPLEX RECEPTACLE �00 0 0 co 240V RECEPTACLE GO F RECEPTACLE , � m SWITCHED R OR ......................................................................... DUPLEX RECEPTACLE (220 VOLT) R96730 ° V ............ ............................................................................._......................................................................................................................................................................................................................................._..........................................................................._..........................................................................................................._. 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Z W -/� ............... ................... i -+- f I TBI NUMBER 0091 0 - ---�—�--- ... :.......................< :...... ....< :.............. ..__.......<,............ >............: ............ > ..... Z :: ...... Z H ii is ii l.... f... i I€ li3€ i:...f' i._E i._V i...: E..i ?...t .+...J.?.. ...l.•... t...i E...! I...:... €.E...i.i o ( MODEL zaW (na NOTE. cn ce z ¢ PROVIDE ADDITIONAL SAN TROPEZ W o x OUTLET TO BE VERIFIED w uj z a WITH TOLL BROTHERS P.M. ELEVATION NAME ig a. o ~ o w CARIBBEAN � (n W I 3.01-4 z~ zo Lu z SHEET NUMBER ui ce Lu Q w FIRST FLOOR ELECTRICAL LAYOUT� E1 .81 O W m W 0r- ICE COPY M _3 SCALE: 1/4" = 1'-0" CARIBBEAN LJJ Q o 0 0 ___I ERIAL NUMBER 1014.0 M THE BEST of W ,Pf NSM nMCM oN MS mwm cowufs wmi of Wuc��="mm m ELECTRICAL LEGEND COM�WWr M���M6`C4'nQlOEM. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE C7 m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER 0 tF�0 J RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & , p o 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE �°� � AR96730 V t-- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY 0 0 0 , � ° 000 0 SECURE WEATHER RESISTIVE ° 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE WEATHER F G0 BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR RED A z ALLOW FOR FLASHING BARRIER I� SHEATHING MANUEL GONZALEZ,AIA '-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATIONAR 96730 z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN o RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 Z cc :..: � .: BARRIER WEATHER RESISTIVE BARRIER o ..;: (ASSEMBLED UJ arc ............: .� 3. FOLD WEATHER RESISTIVE -n WINDOW ) T �" w o Q SILL PAN BARRIER BACK OVER HEAD 2 a. 'r' :.....'::::::::::::::.. 'A ,w O ':.Y. ...YY...:::.......:. V/ V o w J ::::: `::::;:; FLASHING AND SEAL WITH TAPE s s00 LL :�:. x ....: O Z Z N N o p ::�:. v:::::.:::.: ... 0 c) FLASHING :... .t.: :t:. :i::::::.::::::.. o : : :; i::::::: :::;.,. - DO NOT FLASH w o Z .''� A a Lu a ::::.:.:.::::.Y.;. ::.r :.. OVER BOTTOM a LU s co ::::::::::r:; `'� :::::: ::::: CORNER NAILING FLANGE apj 1— o :4.... PATCH O .L ':1':. c1 00 Q Q Z NOTES: °° o ::::::::::::.T:::; ;=- 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE v� o :.r.. x.......... W d. w z .0 (MIN. 61' WIDE). CONFORMING TO AAMA 771-07 FLASHING ::::.: ::_ . *. 0 0 4 FLASHING to iu> o :;:;:;:;;:; ;: :;:;: :; 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF �... :�=: :::::�:: WINDOW SILL PLATE. W Q ::::'r:: :a.:::.... ►r- FSI 3 NOTES 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 0.4 0-4 � a V Z .......... 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) ►.a A > ......... CONFORMING TO AAMA 711-07 w o =.Y........... 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED A w Y.......... UJ c- ::Y:::::::::: PER AAMA 100-07 A x �; oc z .� BARRIER TO FORM WATER SHEDDING LAPS. � o 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY = Q w O FLASHING DETAILTYPICAL WINDOW FLASHING DETAILUJ U-Z QrEW1 TYPICAL SLIDING GLASS DOOR EXT 2 ca o (EXT-1) D3 (EXT-2) 0 D3 N.T.S. _ N.T.S. o J OPTION A CO ce Lu O z = a LI FLASHING z0u 6 Q cc CONT. DRIP EDGE 1 °C CANT STRIP c.i C m ACROSS DOOR HEAD DRAWN BY Z Z Z TO DIVERT RAIN WALL PER PLAN WALL PER PLAN M. STRICKLAND Q SILL PLATE _ a CHECKED BY oZW � RAIN DRIP 0. SWAFFORD m Q > SEE NOTE #2 in EXTERIOR REGLET SCALE o --JJ DOOR -.. . 22 X 34 = SCALE AS NOTED U- U v WALL SHEATHING SOW 11X17 o cn WITH WEATHER 11X17 = 1/2 NOTED o SCALE °C RESISTIVE BARRIER V 0 o b SHEET DATE 0 oc NOTES: a O z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) NOTE.. = m V CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERI R SHEET REVISION INFO ~ w z (n DOORS THAT HAVE NO IMMEDIATE OVE ZHANGS a = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND m m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. w ¢ oo � s( ow uJ C:) (nW WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW SET REVISION INFO oCg � ~ Q a- ce m _ EXTERIOR OPENING OR BEAM �E�_ HEAD DRIP DETAILKEr, _7 HEAD DRIP DETAIL z °C > Z EXT5 � C:) o o D3 N.T.S. (EXT-5) D3 N.T.S. (E 6) D3 N.T.S. (EXT-7) W s WZ w o z SHEET DESCRIPTION W STANDARD mceCLZ W Q > o NOTES & DETAILS W Z Z W _3 < Q ce Lu z PROJECT NAME 0 cwccri� � O p M w Q _ W VvyUJ z W tn = o LOT/BLOCK F- oc z o z 0 TBI NUMBER Z O MODEL ZU.] Z � cewQ ALL > to 03 o 2: Z ELEVATION NAME cv twn � ww to uiZ " O ALL � W Z ~ z02: Z s � Z m SHEET NUMBER a � p = ~cn 3:: o wm _j LL' OFFICE CCPY }W.- Joos Q V F— ERIAL NUMBER 1014.0 •c� C] DEBWOMmw ROOFING PER CONTRACT ON (2) �"�' "�' �'�,�"� � is LAYERS OF 7/16" SHEATHING c z (CONTRACTOR TO PROVIDE PRODUCT NAPPROVAL FOR ROOFING SYSTEM) SEE PLAN ,( OF FC100 0000 � W POG; r r iO 2X6W/ 2" DIA. � moi ROUND VENT@ r- 24" O.C. r '- `� 0 r ' r r r O O AR96730 8 P METAL DRIP r EDGE rrr �� 0 000 - CARIBBEAN CLASSIC COASTAL SHINGLE 2 X 4 FASCIA RED A lam o CEILING INSULATION MANUEL GONZALEZ,AIA z 0LEGEND (SEE ENERGY CALCS) AR 96730 v' cSOFFIT N.T.S. 2 24" O.C. 1/2" TAIL 1 2" RIGID GYPSUM BOARD o ~ _ @ O.H. / V! W O ui 1 x 4 TONGUE PER PLAN DBL. 2x SYP. WD. o- m AND GROOVE TOP PLATE °C z #2 WD STUDS � °° J FINISH MATERIAL 2x SYP. N o PER ELEVATION @ 16 O.C., TYP. o oz WALL INSULATION w �- W = m 1 X 4 HEAD TRIM (SEE ENERGY CALCS.) a ~ :1Cis 0 2x SYP. #2 WD. HEADER 0 0SEE SCHEDULE �'' 8 o a = ~A r 0 00 o � o BACKER ROD SCHEDULED WINDOW �"� w p > cc (n AND SEALANT (SEE FLOOR PLAN) 8 _J W Z WINDOW ATTACHMENT O uj O • COMPLIANT W/ FBC-R � o E5/4 SILL Z o� z 2x SYP. #2 WD. STUDS @ Q W a o 1 X 6 APRON r. Q = u 16 O.C., TYP. a Q A W o EXTERIOR STRUCTURAL v n z WALL INSULATION w A a SHEATHING AS REQUIRED a cUJ � z BY FRAMING DETAILS (SEE ENERGY CALCS) w Z A w a WATER RESISTANT BARRIER A A z z 2 LAYERS REQUIRED) CONNECT WALL PER POLYETHYLENE HOUSE WRAP FRAMING DETAILS • ce 0 OR APPROVED EQUAL SYSTEM D W Q FINISHED BASE MOULDING x w N 47 z a 2x SILL PLATE — a Q ac 3/4" GYPCRETE (OPTIONAL) 0 P 2x RIBBON FASTENED TOP OF o J TO FLOOR TRUSSES PER 3/4 THK. T&G SUBFLOOR FLOOR � m TRUSS ENGINEERING TRUSS cWc VO z a cc a ROOFINGPER CONTRACT ON (2) o LAYER 'F_ 7 6 Ln W SHEATHING z � w CONTRACTOR TO PROVIDE PRODUCT a vce w APPROVAL FOVR'OOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION ' DRAWN BY m 2x RIBBON FASTENED AX 'k cn cOn ¢ " TO FLOOR TRUSSES M. STRICKLAND UJ cc 2 X 6 W/ DIA. BATT INSULATION _ a ROUND VENT @ r --- PER TRUSS ENGINEER REQUIRED OVER GARAGE CHECKED BY o~ }. ui 24 O.C. cc z - DBL. 2x SYP. WD. TOP PLATE (SEE ENERGY CALCS) 0. SWAFFORD °° o i METAL DRIP - -' SCALE o �-- _ EDGE --- r-' PRE-ENGINEERED WOOD FLOOR 1/2" RIGID GYPSUM BOARD 22 X 34 = SCALE AS NOTED U- '� v' 2 X SCIA TRUSSES (VERIFY W/ TRUSS / 00ENGINEER FOR TRUSS LAYOUT) 11X17 = 1/2 NOTED SCALE d 0 CEILING INSULATION b FINISH MATERIAL SHEET DATE 2 X 6 RAFTER TA ,. (SEE ENERGY CALCS.) PER ELEVATION o rr 1/2" GYPSUM BOARD a O o @24 O.C. 1/2 RIGID GYPSUM BOARD 1 X 6 SMOOTH ON STUDS W/ WALL UJ m O.H. INSULATION (SEE SHEET REVISION INFO F o 1 x 4 TONGUE PER PLAN DBL. 2x SYP. WD. STUCCO BANDING ENERGY CALCS) TOP PLATE z � zo � AND GROOVE z 2x SYP. #2 WD. STUDS >_ m w FINISH MATERIAL @ 16 O.C., TYP. o PER ELEVATION HEADER , SEE FRAMING ui a o o WALL INSULATION PLAN FOR SIZE AND DEPTH = � W w 1 X 6 SMOOTH (SEE ENERGY CALCS.) O (n J = STUCCO BANDING 2x SYP. #2 WD. HEADER SET REVISION INFO � g F_ -SEE SCHEDULE z0 > z SCHEDULED WINDOW o � SCHEDULED WINDOW � iLnz _ (SEE FLOOR PLAN) (SEE FLOOR PLAN) a W WINDOW ATTACHMENT WINDOW ATTACHMENT M vii w a z 1 X 4 SMOOTH 1 X 4 SMOOTH COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R SHEET DESCRIPTION z W STUCCO BANDING 1/2" GYPSUM BOARD ON STUCCO BANDING 1/2" GYPSUM BOARD ON c2 EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION XTERIOR SHEATHING TO STUDS W/ WALL INSULATION STANDARD v a W o BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS Lu z=o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS ui 2 J z GAP BETWEEN FOUNDATION @ 16 O.C. TYP. GAP BETWEEN FOUNDATION @ 16 O.C., TYP. (n _J Q ce W = AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE PROJECT NAME Q. 0o WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION ce cn (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS 0 o �w POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP W = o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE � SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE W Ln W = FLASHING FINISHED BASE MOULDING FLASHING FINISHED BASE MOULDING z o W dk __1FCL MAIN FINS FLOOR MAIN FINS FLOOR LOT/BLOCK C. zzz � > �° , > � . g z 0 z I III I i I I III III TBI NUMBER o • z O �- 4" CONC SLAB W/ rr MODEL o III III `'.. III III I 4 CONC SLAB W/ ,Q o z a. a ( 1 I ( � VAPOR BARRIER r I I I VAPOR BARRIER � ceWQ _ - ALL ' � > _ . Q iII I_ _ Qa III I_ � W o I I DRAWINGS FOR REFER TO URAL I REFER TO STRUCTURAL ELEVATION NAME C> Lu ~ 0 z I DRAWINGS FOR W U- z Q c� W o 4 �,. - COARSE COUNT& - COARSE COUNT& - z W O _ III III— _ III I I I— W I I I I �' I I I FP OV SIZE I I I I I CARIBBEAN FOOTING SIZE cc _ a ( _ I I (PROVIDED BY _ III OTHERS) ( 1I OTHERS) z n 0z m: — i — � � 0FR!MCO L SHEET NUMBER o Z = EXTERIOR WALL W 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION m L.LJ _jU D7 — D7 — t m." 0-+ Z J o o u- SCALE: 3/4n - 1'-011 r-0rr SCALE: 3/4n - 1 -0n QV1- O AL NUMBER 1014.0 a M THE BEST OF W MMMGE,THE DESIGN DEPICTED ON TUTS DRAWING COMPLIES WM THE APPLICABLE 14MMUM BUILDING CODE IN EPFECf AS OF DATE OF CERTIFICATION BELOW. � V N SET MIRROR 3" FROM _ SET MIRROR 3" c F END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) ,�� Cp l P0, 01000 GAS PIPE TYPICAL � 0000 _ ~ FOR GAS DRYER ONLY 9�0 o c ce � _ 0 3 a � 11"21I M � �t� � AR967 0 Cj O O _ °� cn ~ COUNTERTOPS o ce a DRYER VENT (TYPICAL) G�, 0� 0 <v 36" HIGH X � ° GAS PIPE (TYPICAL) F '� G (VANITY-5") MIRROR M >o FOR GAS DRYER ONLY RED A� M u- OUTLET BOX ___ `�' °° 1 4" MIRROR DRYER VENT - MANUEL GONZALEZ,AIA AR 96730 C) CENTER SIDEWAYS - Q ATTACH PER MFR. Q� cn IN BACKSPLASH 0 0 0 0 INSTRUCTIONS z (n w 1/2 RECESS DRYER VENT BOX- W .2 = _ FOR MIRROR ATTACH PER MFR. Lu = 2X4 HALF WALL INSTRUCTIONS _ z m "� " YORKTOWN P.T. SILL PLATE N P.T. 00 00 o W J M - SILL PLATE r M O TRIM MM MIRROR (IF SLAB ON GRADE) ,� (IF SLAB ON GRADE) ^ a 3:: 0 CABINET w �- o ,,, z ANITY MIRROR INSTALLATION INSTRUCTIONS: a a Cis oUJ :3= o WITH PEDESTAL "�'� � '� H ul . MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. o W °O° O z = . AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE NOTE: A z ORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, w N W NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. 1-41 $ -Iui z COUNTERTOP CANTILEVERS MORE THAN 10" . UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED O � o EFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 5 iu> o rz itt LENGTHS PER MANUFACTURER'S SPECIFICATIONS. Z .(n Z 2 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. O W Q ►moi M—I III- INT-1 KITCHEN HALF WALL DETAIL INT-2 MASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY a o c9cWz a . n — t n �••I �$ t. _ t tt (INT-1) �$ CALE. 1/2 - 1 -0 (INT-1) �$ _ (INT-3) A a ,v a SCALE. 1/2 1 -0 SCALE: 1/2 1 -0 w z A v °u; = z0 A d x CL n TILE OR STONE ON 1/2" COMPARE '� = z W TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S O a o a SPECIFICATIONS) ..., TO CONTRACT SPECIFICA 0 ) 3 DIM OF TUB & O � ,. OVER / EXT. PLYWOOD � O w o ON 2X4 FRAMING. N PUMP LOCATION Li z a WALL TILE a C=7 0 cc a o0 2X BLOCKING BETWEEN � STUDS 3 WALLS REFER TO FLOOR PLAN, VARIES - SEE PLANS V a ( ) W cc v, VARIES BY MODEL cc o z tt y 1 ROW OF TILE Q cc YL LINE a0 VINYL (3 WALLS) EXTENDED 5 2X4 @ 16" O.C. 0 0 (n UP WALLS z ,z� g � gJ °C W o a o CORNER SHELF z W m 100 /o SILICONE SEALANT BETWEEN o (1) CERAMIC CORNER DRAWN BY z 0 TILE BACKER AND WET BED O SHELF AT 48" A.F.F. 2X4 LEDGER o z o �- FLOOR TILE M. STRICKLAND W � a U_ � _ ,,, FLOOR TILE o d- ter- d- CHECKED BY a X X DROP IN TUB x o~ >- W 2-2X4 P.T. THRESHOLD • • W Q 2" SHOWER DRAIN m a W > u- + 2X4 CRIPPLES J O a SCALE J 0 0 = • -•• • ' " • ' `` 0 22 X 34 = SCALE AS NOTED "- ui cin TILE AT D Q SUPPORT UNDER 11X17 = 1/2 NOTED SCALE 0 0 °C - PRO-SLOPE THRESHOLD J 2X4 TO BE P.T. , V o PRO SLOPE Lu WALL TILE WHEN IN CONTACT TUB AS REQ BY II o ADJUSTABLE LINER SET IN SEALANT @ r'; W CONC. MANUFACTURERS. SHEET DATE o W I_ SHOWER DRAIN FLANGE OVER ROOFING FELT PLAN 6' a 0 z � } W 2" SHOWER DRAIN FR-33 DROP I N TUB DETAIL SHEET REVISION INFO _ ~ v o II It NOTE: D$ z NOTE. 3/4 X 9 RADIUS MARBLE SHELVES WILL EX CT SIZE AND SHAPE VAIRES BY MODEL AS SCALE: 3/4" = 1'-0" (FR-33) Q uj = v' Z BE USED IN LIEU OF CERAMIC WHEN MARBLE WE LAS PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION m °° w MARBLE TILE OPTIONS ARE SELECTED. / AR HITECTURAL PLANS BY MODEL. � P o zsaW o � WrNT_-4s� SHOWER & CURB ON FRAMED FLOOR NT_5 STANDARD SHOWER SHELF LOCATION ��� ���1 SET REVISION INFO Lu Z ;5 = END POST TIED INTO FLOOR � QP cn ��D8 (INT-4} �$ SCALE: 1 2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO Q CL cc co SCALE: 3/4" = 1'-0" / BOTTOM OF FLOOR JOISTS. Z0 > z � W o END POST TO PENETRATE oW z SUBFLOOR. 2: W SHEET DESCRIPTION z 0 FACE NAIL END POST TO ce � BLOCKING. STANDARD c� cea- Z W Q > 0 2x BLOCKING BETWEEN NOTES & DETAILS z = 0 FLOOR TRUSS AGAINST (n 2 ; Q END POST. W W Q a SUB FLOOR. / PROJECT NAME o z Z i O uj uj .01 W = O .01 lol 04 �n U.1 �-, it i' 14 rte' i� rr' r�C�C\ // , ri rri W ,�, , �►•'", - \\\(\ ; /� LOT/BLOCK E (n Z LL r� rr rr� \ �` �\ r� �r r�� , , r�\� y, rr � i r m Z 0 o v) l'� ,-' %. TBI NUMBER Ln z0 r r r / ♦ \ \ 7y r _1`1 / r r a Ln rr� ( MODEL o T__4 z W r.♦ Q / / it rr ALL > NAILS(TYP) r° w o z FLOOR TRUSS. O WLLZQ ELEVATION NAME rr r zWWo '' ALL � � W auj Z �- z o Z = ,�._, z Lu SHEET NUMBER w oce o = t; c0c (FR-34 HALF WALL TIE-IN DETAIL � W c] W A (FR-34) OFFICE COPD t—r Z J V Lr� o o +`� �$ N.T.S. QVI- 0 ERIAL NUMBER 1014.0 0