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1661 ATLANTIC BEACH DR - CIVIL & ARCHITECTURAL DRAWINGS
TO THE BEST OF W KNOWLEDGE,THE DESIGN D6RCTID ON THIS DRAWING COMPLIES WRH THE APPLICABLE MUUMUM BIAIDING � z 7 CODE IN EFFECT AS OF DATE OF CERTMTION BELOW. N April 21,2016 W OF F`O OCe ° Ce v � ca Fly 00 .7p ° V ~ R96730 o j �.F 0G�ti z RED A� D Z MANUEL GONZALEZ,AIA O AR 96730 O ~ _ ui Vn W O =DCL. oC co O z L W ABBREVIATION LIST GR PHICS LEGEND Oo 00SQUARE FOOTAGE N ES LIST OF DRAWINGS Cn � N Q �• z N M W = ¢ Abbrev. Descn tion Abbrev. Descn tion Description PARTIAL SE ION INTERIOR ELEVATION - w w > CO p p Abbrev. p _ # _ CARIBBEAN ELEVATION a s 0 o DETAIL# AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings ~� H u, # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD --- DRAWING# ___ DRAWING # �+ o w in = F=- & AND FRT. FRONT PWD. POWDER FIRST FLOOR 11852 SQ. FT. GN1 GENERAL NOTES A o � zo - EQUAL FT. FEET PLW. PLYWOOD BUILDING MON DETAIL CALL-OUT U w g J W Z @ AT FTG. FOOTING - _ - DETAIL# (� DETAIL# SECOND FLOOR 1,247 SQ. FT. 00 SLAB LAYOUT 0 o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R __ RISER _ ___ DRAWING# \ DRAWING# A1.81 SLAB LAYOUT ,� o — A1.N SLAB NOTES, SCHEDULES & DETAILS S cn p ', ABV. ABOVE RA RETURN AIR TOTAL LIVING AREA 3099 SQ. FT. - zo ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT GE FLOOR PLANS x V � W o A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED A2.81 FIRST FLOOR PLAN a o O z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE 0 RED ENTRY 83 SQ. FT. ,� o ¢ A3.81 SECOND FLOOR PLAN u., GROUND FAULT w A � A oc 2 z AHU AIR HANDLING UNIT GFI RM. ROOM COVERED LANAI 195 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS A Z Lu Q INTERRUPTER ELEVATION M ER SHAKE SIDING z ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE 486 SQ. FT. ,� A = z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED % �� SLAB RECESS SIDING EXTERIOR ELEVATIONS 4 a d t- �, 66 SQ. FT. A5.81 FRONT & SIDE ELEVATIONS A ¢ � R &SH ROD &SHELF BALCONY o Ci FRAME BEARING WALL BRICK A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN Q x o B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL a = o ¢ BD. BOARD HB HOSE BIBB INTERIOR WALL TOTAL 3930 SQ. FT. A5.2.81 EXTERIOR ELEVATION DETAILS O '° 0 B.F.F. BELOW FINISHED FLOOR HD. / HDR. 'HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) �:-: STUCCO FINISH w N a O w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE _ _ BUILDING SECTIONS o - m CMU MAJONRY WALL _ _ _ EARTH A7.81 BUILDING SECTIONS & DETAILS BR. BRICK HORIZ. HORIZONTAL SHT. SHEET Ce u z BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION DIFFUSER LAYOUTS 0 0 � INSUL INSULATION SHWR. SHOWER M1.81 FIRST FLOOR DIFFUSER LAYOUT a Ce CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL - DECORATIVE STONE DRAWN BY C J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS M2.81 SECOND FLOOR DIFUSSER LAYOUT z m DROPPED SOFFIT PRE-CAST LINTEL/ HEADER z z CL CENTER LINE _ - S.P.F. SPRUCE PINE FIR S. FOX l ELECTRICAL LAYOUTS CHECKED BY � � ¢ CLG CEILING KS KNEE SPACE RG. PT. SPRING POINT = w CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN C R ITE R IA E1.81 FIRST FLOOR ELECTRICAL LAYOUT ~ C.O. CLEAN OUT L LONG STI. E2.81 SECOND FLOOR ELECTRICAL LAYOUT H. CRUZ o STEEL a ? cri O gbce W m 1 Z _..� 1 H Z J LL _ TO THE BEST OF MY ON J O 0 LL _� _ DRAWING KNOWLEDGE,TMUic�E MINmUMBBUILDING -- CODE IN EFFECT AS OF DATE OF CTcRTTfTCATiorN BEI OW. - ;..a:..RC - WOOD CONSTRUCTION DOORS&WINDOWS APR Z ZO�6 LAMA.Nivly PKUCEDURE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE SiENGTH AT 28 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE OF c4 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 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS .DAYS: 0 0 a 0 - r 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 A, 0 _ 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. C7 0a 0 SLAB ON GRADE,FOOTING 2500 PSI WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT E 0 V WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. €3 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. � f� REMAINING CONCRETE 3000 PSI J STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SIL. VO OO 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4"PLUS OR MINUS 1",AND HA�2 TO 496 � � � WINDOWS INDICATED WITH(E)OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. AR96730 AIR ENTRAINMENT,ANDA MAXIMUM WATER/CEMENT RATIO OF 0.58. t 2x4'5,2XVS 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. G1 00 00 tV 3. CONCRETE MIX DESIGN SH 4LL BE IN ACCORDANCE WITH THE APPLICA EDITION OF ACI ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 0�, 1� SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE ° STRUCTURAL DESIGN CRITERIA 301 CHAPTER 3,METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS RQUIRED 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 FRED ASC' Z LL- LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CHAPTER 5 SECTION 5.3.0 THE LATEST 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 ~ RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF SPACING W/1/2"MIN.GYPSUM DRYWALL EACH SIDE OR 2"x4"STUD GRADE LUMBER OR BETTER 3 Z O BALCONIES/DECKS 40 PSF 4. ALL REINFORCING STEELS LL BE NEW DEFORMED BILLET STEEL AT 16"0/C WITH SINGLE TOP AND BOTTOM PLATE. STEEL DOORS NOT ESS THAN 13/8 INCHES i(5HMMES)THIC35 K,OR 0 MINUTIN E IRE-RATED DOSOLID OR ORS. CORE MANUEL R 96730GONZALEZ,AIA j cn STAIS 40 PSF CONFORMING TO ASTM A-615 GRADE 60. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES,PRESSURE z cn w ATTIC WITHOUT STORAGE 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"DIA.x 3 1/2"TAPCON SCREWS,6" FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ 0 X: = ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHA BE IN ACCORDANCE WITH"THE BUILDINGDE 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF W ce ~ HABITABLE ATTICS 30 PSF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF (2)ROWS OF 10d NAILS AT 10"C/C. Lu SLEEPING ROOMS 30 PSF REQUIREMENTS FOR REINFORCED CONCRETE"ACI 318 LATEST EDITIONAND ce m "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,-ACI 311. SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. j"DIA. EXPANSION BOLT w/OVERSIZED WIND BORNE DEBRIS REGION I w J CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI 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 STRENGTH 6.CONCRETE TICKETS SHALL E TIME-STAMPED WHEN CONCRETE IS BATIHED. ENGINEERING PRIOR TO INSTALLATION. SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECENED A MIAMI-DADE00 w @ 28 DAYS THE MAX.TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UITIL 1T IS OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE N M a p MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE 0 Z REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ;44 ITS FINAL PO ITION SHALL NOT EXCEED 90 MINUTES. FOR ANY REASON APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL J W Q ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN MINUTES,THE 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. a W Lu N CO ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BEP CED.IT SHALL BE THE RESPONSIBILITY THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS 0 W ,� POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF GYPSUM WALLBOARD `"� w p W FIBERS PER CUBIC YARD NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF A NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP.BOARD ON ALL 4 a p 0 = CONCRETE ASTM C90-01,STANDARD WEIGHT UNITS,fm=1500 PSI MORTAR TYPE"S"1800 PSI GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE H g z = F- MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 7. ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDIRD PRACTICE FOR RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. v, p 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. O A UNITS: DURING CONSTRUCTION DETAILING REINFORCED CO CRETE STRUCTURES ACI 315 LATEST E►ITION,UNLESS � 0 HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. V W Lu � cn STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD DETAILED OTHERWISE ON E STRUCTURAL DRAWINGS. 6. WALL SHEATHING SHALL BE 7/16O.S.B.U.N.O. " O L O STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 .-y ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY 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. w 0 WOOD BEAMS,RAFTERS,JOIST,PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19%M.C.) 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND NAILED WITH Sd COOLER NAILS AT 7"O.C. (USE 6d COOLER NAILS FOR 5/8"WALLBOARD) 0 p FRAMING: ROOF DECK: PLYWOOD C-C/C-D,EXTERIOR,or OSB to LOCATION OF EMBEDDED IT MS,SLEEVES,SLAB DEPRESSIONS,SLOPES,ETC. Z H = ZO FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) AT ALL SUPPORTS.PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS QQ V WALL SHEATHING: PLYWOOD C-C/C-D,EXTERIOR OR OSB REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHEDTAND INSTALLED NOT REQUIRED FOR NON-BEARING WALLS. GLASS BLOCK x u3 PRIOR TO PLACEMENT OFC CRETE. MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S-1800 psi AT 20 DAYS A.N A p VERSA LAM BEAM: Fb=2900 PSI 2.0E AT EXTERIOR WALLS SHEATHING: EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. 0 V V) Q WOOD COLUMNS: PARALLAM 2.0E U.N.O. FLEXIBLE FINISH MIN. ", ,APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING,FASTENED w/ GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. a as Lu O 9. SUBCONTRACTOR SHALL VERIFY LOCATIONS 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 W ce Z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. PLATE TO UPPER TOP PLATE. BUILDING IDENTIFICATIONA w 0 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 � A Z � a (n 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 Z lo.WHERE BAR LENGTHS ARE rvEN ON THE DRAWINGS,THE LENGTH OF ANY HOOK,IF PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4"TALL AND i 2"THICK AND CONTRAST WITH a = Z W BOTTOM CHORD DEAD LOAD: I ESE 10 ESE / 40 PSF 50 PSF REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT CtSCONTINUOUS ENDS 7.FLOOR SHEATHING IS 3/4 (OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"(OR 23/32") THEIR BACKGROUND. O a �j O 0 O Q TOTAL: OF ALL TOP BARS OF BEAMS kND AT SLABS EDGES. O.S.B.(48/24 RATING),GLUED AND NAILED WITH 8d RING COMMON NAIL(OR 10d COMMON)AT 6"O.C.AT � 04 O W LL J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SUPPORTED EDGES,AND AT 6 O.C. AT INTERMEDIATE SUPPORTS STUCCO 0 �o = Z Q SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 11 ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO '� x 44 `*' O SUBCONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Q+ UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F.DEAD S. ROOF SHEATHING SPECIFICATIONS. p LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE PLYWOOD PANELS. SHINGLE-MIN. ", ,APA RATED OSB OR PLYWOOD SHEATHING,NAILED w/8d RING SHANK a O J WOOD FLOOR DESIGN LOADS: SURFACES SHALL HAVE END WHICH ARE 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. to TRUSSES: DEAD LOAD: 20 PSF WITHIN 4'-0*OF ROOF EDGE). OUTDOOR KITCHENS 12.REQUIRED CONCRETE COVE GE OVER REBAR SHALL BE AS FOLLOWS: TILE-MIN. ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. � U Z LIVE LOAD: 40 PSF �",}�,APA RATED PLYWOOD SHEATHING NAILED w/8d RING SHANK NAILS @ 6"O.C. Q TOTAL: 60 PSF SUPPORT REINFORCING STE L. 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 93" ROOF EDGE). FBC RESIDENTIAL,S*1 BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR p 0 SURFACES SHALL HAVE EN WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. GRILLS OR COOKTOPS ui 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED Q oC FOUNDATION/SITE PREPARATION: A. 3"FOR CONCRETE CAST A AINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): GRADING AGENCY. ANCHORAGE . V w oW0 B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: METAL AND WIRE LATH > 1. ALL METAL LATH SHALL BE LAPPED��ICH MINIMUM. DRAWN BY ~ Z p 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, 1-1/2"FOR#5 AND SMALLER 10. ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING,LEDGERS ) O Z FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY 2"FOR#6 AND LARGER 2. ALL ATTACHMENTS FOR SECURING METALIATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M. STRICKLAND SILLS ETC. SHALL BE SOUTHERN PINE NO. 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 C. FOR CONCRETE NOT EXPO ED TO WEATHER: CRIPPLES, , Wuj OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. _ 3/4"FOR SLABS,WALLS,A D JOISTS ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. CHECKED BY Z 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 V TICAL WOOD SUPPORTS WITH THE EQUIVALENT OO Z j 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVENtPENETRATION OF AT LEAST 4 INCH AND 0. SWAFFORD O J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPA QkEFFORTS. LOCATIONS 13.MINIMUM LAP SPLICES ON Al REINFORCING BAR SPLICES SHALL BE 48 BAR BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDSF LATH. METAL AND WIRE LATH SHALL BE 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 0 F- Q FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTESHALL BE RECOMPACTED DIAMETERS TYP.EXCEPT WH RE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE 31 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 1 "INCHES LONG HAVING A HEAD NOT LESS THAN uj Ln AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND ASDIRECTEDBY THE ENGINEER. AND ELEVATED SLABS,LAP B TTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE HOT DIPPED GALV. FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER /INCH IN DIAMETER. 22 X 34 = SCALE AS NOTED LL_ O O ce 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIDSPAN,UNLESS OTHERWI E NOTED. THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. MIRRORS 11X17 = 1/2 NOTED SCALE u 0 COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EECESS OF 9 S.F. a � bFORMWORK 0 9 _ PRE4BRICATED WOOD TRUSSES H.V.A.C. NOTES SHEET DATE �oC TERMITE SPECIFI�'gjjONS9_ THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: CL O Z 1.FORMWORK,SHORING,AND E RACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY COTtJSERVAT'I6IV W m 0 SECTION R318 PROTECTION AGAINST TERMITES AND FOOTINGS SHALL BE DES GNED AND 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 � p � 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 W z ui PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE p to 0 L'3 OF TERMITE PROTECTION LABELED FOR USE A PREVENT VE TREATMENT TO NEW CONSTRUCTION(SEE 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. Z ~ Z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SEE NOTES FOR SHOP DRAWINGS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALS OF THE ABOVE FOR APPROVAL. �a.. 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 DINGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. p J "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 2. CONNECTOR PLATES SHALL BE A 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 t= W uW DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. REBAR SHALL BE ASTM A615 RADE 60 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 E RICAL DRAWINGS. RUST AND PLACED IN ACCOR ANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DIPPED GALVANIZED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE TEST EDITION OF THE NATIONAL 0 J W NOTE: ELECTRICAL.CODE&ALL CODES,REGULATIONS&RESTICTIONS HAVING JURISDICTIONS. UJ Z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION"LIQUID BORATE DETAILS OF THE ACI STAND RDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS SET REVISION INFO GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE`�HASE, 15&20 AMP OUTLETS INSTALLED Q � to �.. OR BORA-CARE"PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVILE PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS PLATE INSTITUTE RECOMMENDATIONS TPI s TPI/WTCA BCSI 1. OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GPI CIRCUIT BREAKERS OR RECEPTACLES. m APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. C7 Ace W Z SHALL LAP 6 x BAR NO.,SEE P SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE 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 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 F- W = C Z V OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE LU M A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH in LU W MASONRY (IF NECESSARY 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. En Lu w OZ 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 FROM EDGE OF OPENINGS. F- ZZ W rz FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE 0-CELL 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 OTIERWISE NOTED. m w a' Z 1. MISSED"J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA. EPDXY ANCHORS BLOCK MANUFACTURED INCONFORMANCE WITH ASTM C-90,GRADE N,fm=1500 psi. USED TO FACILITATE DESIGN OF FOUNDATIONS WALLS AND BEAMS.THE CONTRACTOR GENERAL AL HABITABLE AREAS MUST BE CIRCUITED WITH AN AR--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 RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF -' Z Z= 0 RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP SHALL L CAE METER AND PANCONTRACTOR SHALL VERIFY IEL AS REQU RED.TH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND NOTES WV J Z 2. FOR MISSED VERT. DOWELS DRILL A 3/4 DIAMETER HOLE 6'DEEP AT THE LOCATION OF THE GROUT USED TO FILL MASON CELLS SHALL 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. (n �-+ -j Q OMITTED REBAR,AND INSTALL A 36"LONG#5 BAR INTO THE EPDXY FILED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRE iSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED W w Q tn = EMBEDMENT EPDXY(SIMPSON"SET", EPDXY),MIXED PER MANUFAC'TURER'S INSTRUCTIONS.ASSURE MIX SHALL HAVE AMAXIMUM /8" PROFESSIONAL ENGINEER. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. a p Z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOE BY BRUSHING AND AND COARSE AGGREGATE,AND SHALL BE PLACED WITH uj 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. IN EVERY KITCHEN, FAMILY ROOM,DINING ROOM, LIVING ROOM, PARLOR,LIBRARY,DEN,SUNROOM, PROJECT NAME ce Q w Z MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE US D EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. O p W 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE(1) #5 VERT.IN CONC.FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED A OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE THERE ARE NO EXCEPTIONS. p = Q THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/ "THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. H = 0 W 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH(1)SIMPSON PROTRUSIONS THAT EXTEND I 4TO CELLS TO BE FILLED. PLUMBING NOTES MTSM16 TWIST STRAP W/(4) /a X 21/4"TITENS TO MASONRY AND(7 -10d NAILS TO TRUSS FOR UPLIFTS THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. PLUMBING AND (n W h LESS THAN 860 LBS(USE(2) MTSM16 FOR UPLIFTS E8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE SS THAN 1720# . NO MORE THAN 10 STRAPS MAY RESIDENTIAL O W BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUS CONNE-L-HONS ARE MISSED Z 2. WHEN REQUIRED,HORIZON T L MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AND BE " F-+ W = O DUR-O-WAL(ASTM CLASS B- HOT-DIPPED GALVANIZED)AT ALTERNATE COURSES(16" ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER GRADE. / MOUNTED 26 ABOVE Z ; Z LCL ON CENTER),UNLESS OTHER �� ISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR Ti's EXACT LOCATION OF FIXTURES PIPING, LOT/BLOCK z O Z AND SHALL LAP A MINIMUM 8 EQUIPMENT,ETC. o o 0 NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x BAR 0.,U.O.N. SHOP DRAWING REVIEW SHOWER HEAD TBI NUMBER E Z W Q HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" MODEL �' Q 0 � ~ CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AN MATERIALS SHALL CONFORM WITH ALL REQOREMENTS OF 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" c W j THE"SPECIFICATIONS FORM MASONRY STRUCTURES(ACI 530.1-05/ASCE 6-OT1MS 602-05), OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RUES RE ALL o W p � �" SOLE PLATE TO TRUSS DR BLOCKING 16d 16' O.C. AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. � TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, REGULATIONS AND N W p Z RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. W tz! z < STUD TO SOLE PLATE, TOE NAIL 8d 4 g ELEVATIONS,DIMENSIONS,Erc. (� V W LL . 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE ELEVATION NAME QZ O DOUBLE STUDS, FACE NAIL lOd 24 D,C, ROOFING NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. oCcan 0 DOUBLE TDP PLATES, FACE NAIL lod 16' D.C. ALL ROOFS SHALL BE CONC. R OF TILE UNLESS MODIFIED BY PRODUCT OVAL SUBMITTAL THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- DRAWINGS SHALL NOT BE SCALED. ALL N ¢ _ u TDP PLATES LAPS AND INTERSECTIONS lOd 3 TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM F- V TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 Z = z z BUILT-UP CORNER STUDS 16d THE ENGINEER. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). L_ C� 24 O.C. 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS L_ w (n m STUDS TO SOLE PLATE, END NAIL 16d 2 p zuj CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. SHEET NUMBER M (n�0 3= WcOG U- p W co W LTJJ Z -� 00TICE COPY GN1 F-- _j 0 0 V- < QVF-- O ERIAL NUMBER 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �V April 21,2016 N OF F401 .. 0 0000 W (��0 ° 0 a = C) 1. a c�� � 0 m 0 €7 w 00 3 0 U 1— I s q00 ou 7.8 RED ' MANUEL GONZALEZ,AIA W o 71'-6" AR 96730 Z 0 I 11 1_ 11 1_ 11 ¢ � � 10 -0 53'-6 6 0 2 0 10 cc 14 O = 11_411 81_811 41_611 11_611 Lu cc Q QQ � a 0 cC Zm ' OON o O W -� N00 U- Q 0 N ch Lu � z ' GAS LINE TO 01.011 a w m -7- I .� LU 2IJ = a -I- H B T COOKTOP T. 0. PAD TYP. OF 2 � � a �, � 1- o o W 1 r_J L-- Z {{= 1- ' 1 I I I QQV w g O -0 ' I 1 , W �• O ' ( I - VI N J W Z I = I 1 00 c g i>u 29 W O 'v+ I I w Q z 27'-9" F- = o U I I - M� W Q PAVERS ON , , _ a A 0 a cc W z STEMWALL r -rr=_ ^ ---- i �, w y U (n a 1 11 1 1, L J F Wd � I 11 111111 I i i •-' A a W cc z - _ a. SLOPE PAVERS @ ��-__ J ; --- a A w 0 Q 11 _611 I- - - - - u I _1 V CL , 1/8 PER FOOT --- �z W cn 1 - - - -,- PAVERS ON¢ � �'' A1.N 6" PLUMBING7'000'��L - -- - - J ; STEMWALL w WooTYR WALL 1 �'�---- L-------- _-_-----T----s U) a J L---- --- ---� C ---- - fT, N O PROVIDE ELECTRICAL 2'-011 g A 71x'V// W A CHASE FOR ISLANDce �' A O � m 7.8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _611 - o - - - - - - 7.8 W O � I 1 a o '-0" 1J. _ 11 1_ " 1 , SLOPE AVERS @ a 30 , 256 4 z � , , 1/8" P R FOOT - DRAWN BY LuCD ------------------------ --- ---L---- -- -----� ---------J �------- --------------------- S. FOX ' ' ' 1 L- -J 1 I I I I ,. z Q I I �_ , 11 1 I �`, 1uj v ;� CHECKED BY tnOZ O I - cc cn ¢ d- 1 11 1 I , 11 1 = I I n �� ' ¢ H CRUZ U.Ja *T. N ,Ce z w moi- i i i ► ; i i _ _ 11` . _ SCALE 0. PAD TYP. OF 2 1 I I I 1 1 1 ,� I I 11 ___- JI_j co 1 1 l i ► I = I I��-- I I 6 PLUMBING 0� _ J ¢ 1 Lt-- -___--__��--- -_-�-__ I= WALL SLOPE 1/8" PER FOOT o _ , , LLI U) 16 O o o NOTES: I ; ; ; _--rir' 1�i 1 2 SHEET DATE v O M FIN. FLR. TO BE 18" MIN. I i 1 11 A1.N A1.N uc; > ABOVE CROWN OF ROAD. 1 ; fq�i 22 -11 TYP. 04-08-16 a Q r I 11 I I O , ' L---------------- - -- ----a ---------� 4 SHEET REVISION INFO d0 Z , , , I I ---�----- ` ---- W - 0 J 1 1 1 1 N 1 z _ 11 1 4" PLUM��NG , 1 ' nl ' ~ W Z (n fV 0 0 L-- I I ' " N r z cn o c� _ FINISHED FLOOR 1 11 WALL,El1q 1 1 11 --- 6 PLUMBING N LJ 3- 0/ U.N.O. 10 -7/ �I 1'L___ ¢ LU LU Z ? \ L----- WALL mm � � o I == 11 T GAS LINE TO � 111 Z = o W ' 1 11 LDRYER SET REVISION INFO cn := o (� I , O cA J = I I = I �= I 2 ap - W z �.- -, �M AIA a 5 "' '- I' ,r-1 ' 1 ' �� - - — -I WATER c� cc w SOFTENER zO > § 1-4 % L II 1 O 16'-7" I 7 _3n c� w z i SHEET DESCRIPTION 0 W to M ----- I 1 I 1 �---u N III _JJ (AWQZ O , � W o 1-------------------------------- ----L N, T, ,----�___=� SLAB LAYOUT %Z V 1F% F% 1% � cG � QR T mccaLu E z W 11 HB 11 Lu _> PROVIDE GAS LINE Q a W 0 I O 11251-011 11 11 1 11 FOR TANKLESS WATER � I I JZ -4 - - II (n N-4 ¢ 5 8 3 0 1 HEATER a o v z 10'-011 61'-6" " PROJECT NAME W _ O -- --------- w V) CAIV) Z 71'-6" -- --_------ DUVAL COUNTY W 11 „ 11 ATLANTIC BEACH w = 0 48 x48 X4 CONC. CC ~ � o W PAD 3" ABOVE _ HERITAGE Q IL- w A GRADE � ZHc�Oc 7.8 LOT/BLOCK 0011 Z o z TBI NUMBER 0011 oz o OFFICE COPY MODEL z w a o Z aGREENWOOD (n H a. LtJ > � LuQz WWz ¢ ELEVATION NAME z Wg 3- W o STEM WALL FOUNDATION F— Q w CARIBBEAN W ¢ WS � Cn z ~ zo D Z _ Z NOTE. FIELD VERIFY ALL GAS LINE mZ SHEET NUMBER LOCATIONS PRIOR TO POURING SLAB ¢ oo = � _ U)< 6 0 &_ SLAB LAYOUT Alm8l o z m ADDITIONAL NOTES AND SCHEDULES � Z J u- SCALE: 1/4" = 1'-0" CARIBBEAN _3OOLL- ¢ � O CAN BE FOUND ON SHEET A1.NLu J ERIAL NUMBER 1014.0 TO THE BEST OF n 1 KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING CONRIES WITH THE APPLICABLE KINIMUN BUILDING ODDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. _ SLAB LAYOUT NOTES : April 21,2016 �D V ,..i Z Pozs� N 1. SEE GENERAL NOTES FOR CAST IN OF F LACE CONCRETE AND REINFORCING REQUIREMENTS. L �� �� W00 = 0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS �0 0 c� cc �0 G. J 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE O O 00 � 6 673 4. ALL FOOTINGS SHALL BE MINIMUM OF 12LL BELOW GRADE. �',j, 00 00 INDICATES DOOR OPENING FRE Z Lt_ MANUEL GONZALEZ,AIA O AR 96730 Z Z Q 0 14 Z U) W OLu _ (n W 0 CL cG co ON 0 _j °r 00 00 M LLJ CL O z J W Q Cd a So W m a H O � W A oo = Z = w g o oho > cC � W Z W.W.M. PLACED IN UPPER O a�j 0 1/3 OF SLAB OR FIBERMESH Im O REINF. PER PLAN W = 0 1/8" (MIN.) SAWCUT x 1/4 OF a p QV 00 W o SLAB THICKNESS SEE a A � A cc z FOUNDATION PLAN FOR LOCATION ; w Wo `t Az ce a. (n a W Zz ul W ce t a W O J N = 0a w w o SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 a oJ TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED U � m AS CONCRETE ALLOWS WITHOUT RAVELING Vcn Z - a � o z O w DRAWN BY cC Ui S. FOX z Z o �o a CHECKED BY W � � 1 � -- H. CRUZ UJ � � ACUT DETAIL Z w �ALN SCALE:1/4"'L1'-0" ALE > ---- JO --i J � 0 0 = U- W (nO o Ln DATE 0 W Z4 � 04-08-16 oce SHEET REVISION INFO a O z - ---- W � O W z (n i cnOC7 Q W Z Z >_ Lu W J 0 z a � SET REVISION INFO O (A _j W � Z U ~ m FRONT WALL OF GARAGE C� cC w z Z o o PROVIDE 11/2 D x 4" W oz Uj = RECESS AT GARAGE DOOR W z SHEET DESCRIPTION Lu z PROVIDE 4 1/2" D x 8" W RECESS FOUNDATION Z ,L; SLAB RECESS 1 z IN SLAB c Z 41/ " a- SCHEDULES AND W a > o BRICK PAVERS GAR. W NOTES .-z Z = FIN. FLR. "' Im J z GARAGE (n J Q -- I' , Lu W = � 6d v-----e DOOR SLAB PROJECT NAME Lu (n _ RECESS DUVAL COUNTY 0 0 W I - WALL PER - LL z o _ PLAN 5 W = ATLANTIC BEACH CC - o Ill IIIA W W a . W V) W F_ H E RITAG E Z o W SII I �- z F- LOT/BLOCK 0011 Z 0 Z TBI NUMBER 0011 oo Zr MODEL z W 0 0 W Q GREENWOOD � a > WW 0 Z ,0 z a ELEVATION NAME z W o 2 S ECT N AT ARAGE D R � o scALE:1/4" 1N-o• w CARIBBEAN w � W Q ui A to z o Z = Z '-' z U) 3uj Z SHEET NUMBER ui aZuj W � � ALN � W CO W OFFICE COPY Z J tz O O W a u R O ERIAL NUMBER 1014.0 TO THE BBr OF Mr 1=WLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TME APPLICABLE MIMMM BUILDING CDDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ZApril 21,2016 N ~ c`nc �� OF F o GGu SGC = O 0 m � a �0 ate. G G 0 a AR96730 A L RF WO i MANUEL GONZALEZ,AIA Q Z AR 96730 z 0 „ a � cn 711.6 oc ox = 101.011 531.611 61.011 21.011 uj ac 1_411 81.811 31.011 171.011 _ cc z Q QQ 291-6114, 6,1 11.611 m W p i o 00 uj Cc O THBO GAS COOKTOP DOUBLE OVEN O �u ~' O ----- H Q - E w 777.777W Q0 _1 _ - -- -- - - A z = F 0 611 = i - - - - - - — — S Q O 11_01 '"'� 01_0,1 241_211 I 00 m 11 M > 7 _ fil141-4116 H _ N o I W o I I I GOURMET i>u BREAKFAST . W o I I m I I z I I I AREA KITCHEN DINING W < O I GREAT O I 10'-0" CLG. DBL. SINK 10'-0" CL I �o x a = V I COVERED J = ROOM W I I W/ DISP. W Q I = ROOM ------ LANAI11 P: NNW 10 -0 CLG. ,� ' 10'-0" CLG. I 2X6 KNEEWALL ;r ��, �;� ; ' co REFI `O W a cr, ( 10 -0 CLG. N I iL i i DW —— — A �•••� � � z 3 1 W O �I TOP @ 34/ _ A a=. n `O I ' WI ROUGH - - - � - - ' 61-411O to I 241_811 z 71_811 00 419 7 Z 1 11 1 II W Q Q - 2-4 -0 41.011 Q p loco I I 19PAVERSI x o —— _ C w J ( PAVERS O I ;.., _ 1 121011 CI 21_011 = I 1 N cc � o I I I V `° I o cn Lu u A I I MT _ I FLAT SOFFIT BO_TT. _ _ _ - r _ I I O m 7.8 �__ 11 I 11 - - - 1 II - @ 9 1_0" A.F.F. 1 " r-+ 1 f i 1 11 - - - - - O O --� - - 7.8 Lu o I I 12 BOX 11 -0 4-7 I 15 -3 V-+ 3-0 4-0 I ( FOYER T - I Q V zo I I OUT ABOVE, 10'-0" CLG. `� COVERED � � I Q O („ I I o TYP. IPW R.3. I ENTRY I -_ ° - - -- ---- - _ O7 101.011 G, d. 101_011 CLG. DRAWN BY tS �ce m C=) - - - - _ S. FOX Q o - -- - DR.&SH. - TORA �, - z — " `��` FLAT SOFFIT BOTT @ CHECKED BY z _ - - - - - - - - - - - i I ,-1 _1 �O 1 11 i ti 1 11 5 , 10-,0 SLG. , 5 1 11 4 ------ ` cc � Q �' _ 3 -0 10-8 = 4- 1 - 4-8 10 7 -0 8'-8" A.F.F. TYP U.N.O. ' i {� W cc - - I i = W tint� 11 6 = 11 H. CRUZ 6 � _ � - 611 ��--y � 6 z w '1• W.I,C, s� u» I i i SCALE ESTIBULE m a > 0'-0" CLG I °� _ _ ' ' --� 1 11 I ---- O J 5 , �-►�" 9-0 CLG. >I o a 5 — = WI O , 2 0 _ 00 0 ca 0 o CONT. HANDRAIL--" o I I I II II II it II L-- �' N; I o M @ 36 ABV. I II II II II I' ;� o� ooi ; SHEET DATE cc cn NOSING I I II I II II II fl' °C� 04-08-16 ao �' _ � � �; TWO I O � OCAR �1 oc F- 5 I " 11 GARAGE N !- ____-- SHEET REVISION INFO a o zo OAK STAIRS LINEN z 5 10 X10 AIR , " ,�I = -- - = m t� MASTER °O — — — — 4'-1111 1_11 z 6111 W 7UMPER 9-0 CLG. 01 o ---- _ - 1 Hwzcri N �. 6 z ZI N N N ,BEDROOM _ 16 �, �I i----------------- Q z 10-0 CLG. ® MASTER �-� LINE OF 2nd FLOOR ABOVE t W � BATH ' J W -' Q Q © O nn 10'- " Lam--+ 22" X 361t a OCG 1. I \ / I wLu o �' c0 N _ J, , i X (ATTIC ACCESS o SET REVISION INFO O cn -aJ W -1 181_711 611 61_911 _1 1 _, 41_811 71 11 I / \ i i O -' WzVf— "' Q 7 co NEE QQ -f� ��„ — 221-511i 00 - ce 5 cn m 71-311 PAC �GASI cc �PA� C7 cC W Z - , z O o a' --I--� , cn 0 _ rr M WATER , f-- W = - 13 1 RINI i � z V o i „�i _ SOFTENER ------------------ Q � w cn c� D = = i--- - LOOP cn SHEET DESCRIPTION cnWQz _ .... C7 W O V F z IR T S FL R W ,� 0 0 m L z , 0 TEMP. GLASS ,© U N DRY oB , 0 Q a W 0 �'� SHOWER ENCLOSURE , ROOM HB PLAN PROVIDE 'y' 9'-011 CLG. TANKLESS z = Q BOTT. @ FIN. FLR. Lu o ¢ 11.41 51.811 31.0" 131.1011 121_511 61.811 ' WATER 1 11 ' 8 0-11 W Q � a o n zo 10'-0" 61'-611 PROJECT NAME W 0 z 71.611 ' DUVAL COUNTY W = o ATLANTI BEACH4' HIGH WALL AT SERVICELU C CC W COURT. SEE DETAIL 14 ON HERITAGE zo = o A SHEET A5.2.81 Lu LOT/BLOCK 0011 z O TBI NUMBER 11 � _ � z 00 Q � zo o a MODEL rna W Q GREENWOOD UJI z �7 W u- ELEVATION NAME z W O cn oc W W CARIBBEAN z = zLuo z OFFICE COPY 0 W m z SHEET NUMBER pz0 = c~n � FIRST FLOOR PLAN _ o W m W ADDITIONAL NOTES SCHEDULES & DETAILS A2.81 / / o o SCALE: 1/4" = 1'-0" CARIBBEAN a V O CAN BE FOUND ON THE A3.N SHEET. w _..1 ERIAL NUMBER 1014.0 THE BEST OF MY KNOWLEDGE,THE DESIGN DEPIM ON THIS GNAWING CONPLIES WITH THE APPUMLE HINDAl1M BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BEIAW. z April 21,2016 N -' cn OF Ft ce :1= �- CIO 00 0 04 F� w oo AR96730 j CI 00 7.8 FRED zu- O 0 I MANUEL GONZALEZ,AIA AR 96730 Z aOU) 1 431.111 zo Ln _ 37'-511 Lu ce 51-811 cn Wce O Z ce m 81_811 81 41' 161_511 41 -611 11 _21 411 W __j � v, Lu ~ I M I I I N W a 21-6n _ ,�4 w W = m 0 1(�) D «3 '-� > t- 0 a W ,—— — — —— — — —— — — —— — —— —— —— —— — — —— — — — — — — F-' O D W n E-N w I 6 0 0 - I - 4 RAISED 13 -7 w 0 o a � Z O� M r n � W H O 1 CURB 2op " 151.911 0 >1 W z CD I N oho I 5 .0/ I W o _ _ I- - - - - - - - - - - - - - - - - - - - - - - - BEDROOM 2 D ►� - O w 0 I _, 12 1 n _ tp � W ¢ O �,� I LO FT =: 9-0 CLG. - 4o x Z ... 9 -0 CLG. as T, d- c, I BATH _ �..� v n Q 1 91_on CLG. d. F-4 w ' *-' A a aLiu cn I - -- -- A z ce.uw ce z ►� a a 1 M E C H . 17 11_8 11 MT SLOPE /8 I w a A v Z t. 22 X 30 / ( 1_ 3 11 1_ 1 11 1 11 1 1 O 1 1 1111-231A 1 T 11 11 '' w I I ROOM 1 6/ 6/ 1 .3 1 -8/ 1 -5/ 1 -2 4 PERF T 1 42 HIGH GUARDRAIL A ¢ ATTIC A CSS I ( W/ PICKETS SPACED o oc o I — = 9-0 CLG. , 18 IVTO REJECT 4" SPHERE x W O J I A M I _ I I I as - ( _ _ a O zo O �r-+ oC p _ O I C _ _� ►- F - O 1 C N ce W A = I o 17 `� D A7.81 '-' oJ - , - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 24 Q _ I A u ce -1 , - 2 �7 2 5 -4 3'- " _81, 6'-4" � m 7.8 " _ - - - W O Z N ace U0 IwmimcmOV RE d to BATH 2 ' " ALCO zO W 1 � H' I 9'-0" CLG. - - - - - - ----- _ DRAWN BY ¢ R. &SH. v Cce LW 10'_0" CLG. Z °° L- - - - -- - - - - - _ S. FOX -..`z0 p o — _ I I �. o cn (n Q o I 17 I y a CHECKED BY W W I 6/ 7 2/ 5 5 2- 12 -9 1 H. CRUZ p M OAK STAIRS O o z L„ I _ — 42 HALFWALL - - - - - SCALE 0° `� ? I — — W/ CAP CRICKET I - - -� co J — ___._ .._.__ I - -- f 0 0 = CONT. HANDRAIL @ _ ---------- BEDROOM I LL- '�' c" 36" ABV. NOSING ^ � ILn 0 0 cl) �, I I I I I I I I 9'-0" CLG. I �, 0 SHEET DATE ix n �j Lu o I I I I 1 1 1 1 1 1 I 04-08-16 o cc _ 1 d 12 Cie o z 1 SHEET REVISION INFO W O ---- _ I U 2 D W Q z M I I m m W o I � i I R. &SH. - I W ¢ oo 1 - - - - - -� I z = oW BEDR OM 4 , o (n Lu w I 9'-0' CLG. I W• •C. I I I SET REVISION INFO = 1 I _ ROOF BELOW I Lu Z t- 1 ROOF BELOW = '-0" CLG. 1 z I _ - cn }. cn Q _ _ _ I N. ta. cem - cd ZcC j Z - - - - - - - - - - - - - - ^ t n ^ 1 n 10 co O o ` 6LU 6 14-2 5-7 102 z M uu SHEET DESCRIPTION 2: Lu R. &SH. I cnw00 � Z � -- -- - - - - - - -- - - -- - - - -- --- - -- -- -- -- - - - - - - ---- - - � SECOND FLOOR W }- � ce 0 DV1 0 uj 0 PLAN Lu V I zz = � Lu t� _j a 12'-2" 41_611 1_21 A ~ ¢ cn W Ce 0 Z 201-9" ' 11 1_ " 1 n 0 13 -4 3 4 5 -8 PROJECT NAME o W I 43'-1" = ( DUVAL COUNTY o uj W ATLANTIC BEACH CC - Z0 u � A U) UJ 0 u- HERITAGE Lu F- 7.8 z o z u- LOT/BLOCK 0011 Z O TBI NUMBER 0011 Z W o a MODEL 0z GREENWOOD � d W ¢ > W Q Z Lu W u u- ELEVATION NAME Lu 0 CARIBBEAN w Ly � � W Z = z 0 0 W OFFICE COPY Lu Lu o Z W � SHEET NUMBER _oma = ¢ W SECOND FLOOR P N _ o z m ADDITIONAL NOTES, SCHEDULES, & DETAILS A3.H 1 -j za o —j w 0 o SCALE. 1/4 o CARIBBEAN CAN BE FOUND ON THE A3.N SHEET. w J ERIAL NUMBER 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICIID ON THIS DOOR TAG DRAWING CDS WM THE APPLIGAAE NINIMI"RM.DING (:D=DOORCALL-OUT D4OR SCHEDULE DODE IN Bt:ECTAS OFDATEDFCERTlFICATIDN BELOW.c5 April 21,2016 TYPE SIZE REMARKS00000 uJ OF F ° a = 0 1 THERMA-TRU INSULATED 3'-0" x 8'-0" �� e m ENTRY DOOR Fr a a 00 2 OVER HEAD GARAGE DOOR 8'-0" X 7'-0" NON-INSULATED RAISED 9673 j a STEEL � PANEL DESIGNER DOOR 00000000000 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED RE GON 0 4 DOOR 2'-8" X 6'-8" SELF CLOSING, SOLID WOOD NOT LESS THAN MANUS R 96730Ez,AIA Z o 1-3/8"/OR 20 MINUTE FIRE - RATED z � W 5 HOLLOW CORE DOOR 21-811 X 81-011 oui ma = w 0 6 HOLLOW CORE DOOR 2'-4" X 8'-0" a ce o W m 7 HOLLOW CORE DOOR 2'-6" X 8'-0" U- o i� It I It � N M w i- 8 HOLLOW CORE DOOR a ui o (2) 2 8 X 8-0 W w OJ w a 9 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" a > Co10 HOLLOW CORE DOOR 2'-6" X 6'-8" LU z 1_4 0 0 = 11 HOLLOW CORE DOOR 2'-0" X 6'-8" O A zzZ U w S o o 17-; zo 12 BI-PASS DOOR 5'-0" X 6'-8" W o W o 13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPEREDaj, •' to w o 14 NOT USED ,, ►.., o ¢ z - S SHOWER DOOR 5'-0" X 6'-0" TEMPEREDx Z = o 15 BI-PASS GLASS �M 0.4 O O Wz 16 NOT USEDce_ w A a ,i; o `� 17 HOLLOW CORE DOOR 2'-8" X 6'-8" A Z oC o- � a ce 0 18 SINGLE LITE FRENCH DOOR 2'-8" X 6'-8" TEMPERED / EXTERIOR A Z ' A �u_ z W 19 FRENCH DOOR '- " = Q (2) 2 6 X 8 0 INTERIOR ce w o2 WINDOW TAG a 0 z a WIND©W SCHEDULE CR13 w ON N 0 o WINDOW CALL-OUT o U- >_ TYPE SIZE REMARKS o � o Z A SINGLE HUNG H36 26 1/2" X 75" VINYL/LOW E 0 0 B SINGLE HUNG H33 26 1/2" X 37 3/8" VINYL/LOW-E DRAWN BY a ce c C FIXED GLASS 48" X 64" VINYL/LOW-E/TEMPERED S. FOX Z co D SINGLE HUNG 25 36" X 62" VINYL/LOW-E/EGRESS V o Q tt tt CHECKED BY W E FIXED GLASS 32 X 16 VINYL/LOW-E H. CRUZ U F SINGLE HUNG H35 26 1/2" X 62" VINYL/LOW-E W z w SCALE 0o Q > G SINGLE HUNG 25 (2) 36" X 62" VINYL/LOW-E/EGRESS o --- o a H SINGLE HUNG 26 36" X 73" VINYL/LOW-E/EGRESS n 0 I FIXED GLASS 24" X 16" yo. o VINYL/LOW- E SHEET DATE 1- V o w � 04-08-16 o am " ASHEREVISION INFOce SULO SCHEDULE oz ---- oo R-VALUE W z (n LOCATION TYPE U.N. . c ) o (D Q Wz ~ CEILING @ LIVING AREA FIBERGLASS m co Lu 38 -� EXTERIOR WD. FRAME WALLS FIBERGLASS 19 Ui �s w n WALLS @ LIVING AREA FIBERGLASS 11 SET REVISION INFO o u, J = ATTIC SPRAY FOAM _ W z ce riceoo Z >z ,,.., 00h �'SHu.� = o , Z SHEET DESCRIPTION Ww O FLOOR PLAN NOTES BZW �- � ce SCHEDULES, & DETAILS oaW0 uj > V Z Z = Z wU) a ¢ _ Ce LU Z - STAIR RAILING AND j CL o ZPROJECT NAME W °C GUARD RAILING NOTE DUVAL COUNTY 0 0 W ECOND FLOOR o •- 11 -4 3/4mSTA RAILING AND STAIR GUARD RAILING ATLANTIC BEACH CC uj o W _ SHA BE CONSTRUCTED TO WITHSTAND A Lu _ co CON ENTRATED LOAD OF 200 POUNDS APPLIED HERITAGE z o = o AT IVY POINT ALONG THE RAIL IN ANY w - LOT/BLOCK 0011 Z z z 0 DIRICTION. IT MUST ALSO WITHSTAND A Z z ^ o CONT. RAILING @ UNI RM LOAD, NOT CONCURRENTLY WITH THE TBI NUMBER 0011 Z o 36 ABV. NOSING 10 CONCENTRATED LOADLANDING , OF 50 POUNDS PER MODEL Z a LIN R FOOT APPLIED ALONG THE RAIL IN ANY Q Lu ~ DIR ION. INTERMEDIATE RAILS AND POSTS co GREENWOOD a uZ,, a = 1�: 2x12 WD. CARRIAGE 1" SING TYP. Lu w o _ (3 REQ'D.) (IN- LL) SHALL WITHSTAND A HORIZONTAL w z Q LO OF 200 POUNDS APPLIED AGAINST ANY ELEVATION NAME z 6-4W W 0 va va 2x WD. TREADS ONE QUARE FOOT AREA, NOT CONCURRENTLY a. o (NOMINAL) TYPICAL WI' "I OTHER LOADS. W CARIBBEAN a W FIRST FLOOR 0-0 FIN. FLR. WD. NAILER b � Z = _z TRUST BLOCK `0 Lu Z SHEET NUMBER Q W ooh = A TAIR SECTION _ J W " ''0W SCALE 1/4 = 1 AIN oui co N � z � OFFICE COPY z a oJ00 'W ERIAL NUMBER 1014.0 J M THE BEV of My Kwrm NOWU GF,tee mIGN DIMM ON nes ELEVATION NOTESCommDRAWING TMT� April 21 2016 ,tea V ao�IN�cr as of oto of cem�anoN MOW.N � 4 p , 5.2.8 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM ' va = FZ TOP OF ROOF/RIDGE _ TYP. OF 2 _ _ 1. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR �C�OF 0000 _ = o DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED C-7A, OoO � a m OTHERWISE , �0 J 7 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING is 2' TO EACH ELEVATION w o 15.2.8 3 9 R9673 TYP. CORAL-LIGHT OR EQUAL PRE-FINISHED 0 FOAM APPLICATIONS SHALL BE INSTALLED AS PER � � � TYP. �.2. ti 2. 5.2.8 3 . MANUFACTURER SPECS. U.N.O. F z U- PRE-CAST STONE APPLICATIONSr SHALL BE 'STONE RE O i 74 -1 T 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND MANUEL GONZALEZ,AIA z ` �I INSTALLED A AR 96730 ao HEEL HT. _ _ _ _ S PER MANUFACTURER SPECS. z cin w Ah T.O. PLATE— - - - - .............................................................. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS �..., ...................................... , , _........................................._.............................................._.... ............................ ........................ ............................................................................._........................................................................................ - cn �; O I _............ _......_......_..... . Lu ..... ............... 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 7 OPENING CL ice _- : *: __�*:- cc - -- M z 6x18 RECESS ---- I. .. : I WORK IN INTERIOR AND EXTERIOR RAILINGS O ::::::..................:........... _..................................................................................._...._...._._._.............................._. _._. ::::..::.......:......:.. :':: ........................ .....E2 .::T ::=::-_T'. 1 6. AND APPLICATIONS TO BE FAX o FLASHING--\ I :::::::::: ::::: ......::-= U WROUGHT IRON LL, ) :_. ::: - ALUMINUM vs 00 N CL ? .. .................................................................._..............._..._.................._............. ........................._......._......._......._............._................. ....._........... ............. ....._.........._....... z _..............._................_.............. ........................_.............................._.........._._._............. . .-...... _ _,.............:....._......._.....__....................._......_.. ......._......__. :::::::::�::... _.j.................. THE BUILDER SHOULD N o W a . I I I _ — _ NOT INTERPRET THE DRAWINGS, �, w Lu = 11 - 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ►-a 00 ....._.................................................................................._............,ti-._....... I..... W = M 5.2.8 ;. . ::.:.......... ........y.............................................. : ::.::.::.::.::.: - ITECT/DESIGNER A., '=� H o ....._...................................................................... � . . -� ARCH 0 0 = M ; , . . ;. 10 THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING o z = 2nd FIN. FLR. 'CRICKET. ----- 5.2.8 M�� -CONTRACTOR/ MANUFACTURER AND 0 g WITH TH � o - - 00 - - - _._ _ - HEEL HT. - - --. .: -'- - > �`� Mid- -- __ _ _..._... _ 8. FYI THE ARCHITECT/DESIGNER IN WHICH ALL w �, o p � p c T.O. ELATE - - - _ _ _ Lu ARCHITECTURAL APPLICATIONS WILL BE COORDINATED '-' AND APPROVED PRIOR TO INSTALLATION 0 2 \ 5 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING o z 9. w � _ 0 5.2.8 5.2.8 I x Z Lu w a M�� I I I . : ADDITIONAL ELEVATION NOTES: Wa � METAL ROOF cn �' ^ L; cc z _ z O o PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 5 A4 w = a W 12 ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS a `� . :. opo I 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN x O W LL —J �i i- z _ ADDITIONAL 1/2" DROP 4 � p � __-._.-.-. a 04 ____ _ p ...........FLN::.....FLR...._. FIN. FLR. N cc ,L - - - -- - - - - - - - - - - ..�- - uj J WU Q O 7 in � � YP. T5.2.8 � � w DRAWN BY zo ca S. FOX pz FRONT ELEVATION ce � a CHECKED BY SCALE: 1. " = V-0" CARIBBEAN H. CRUZ � zw co a > SCALE O � _ U- Lu � ROOF PER t O o cc CONTRACT d O SHEET DATE be I o '-0 04-08-16 W o __N� �, SHEET REVISION INFO 1 F o 7 2 ---- nom �.2. 5.2.8 a P-.4 z TYP. 5.2.8 m o uj oJ � � HEEL HT. w a Y z - - to = � cn W w �--� - - -- __ _ _ _ _ __ _ _ _ _ _ _ _ _ HEEL HT. SET REVISION INFO Ocn _ ...._._......._......:.._._....__.._...._....._.........._._._.......__........................__...._...........................................__ _._............_ __ _.... __........_......................_. Luce. tz a z _ _. cvnII _.............................................._......._...._....................................................................................................................._. aa � m 4 I - C7ccw ......................... z O > z 5.2.8 I I .._............................�_................................... I .............................................._ ......................._ W = I I oWzcn � W I i (n Lu mSHEET DESCRIPTION F-- Lu (D 11 All WI _..... _..................... ...........................:.._........................_..._._................-.'.................................. ............................____.__._......................... TYP FRONT & SIDE ..................................................... co W a- m W a> o I ELEVATIONS ........_...................._. zM��- 2n FIN. FLR. ........................_ .........................................................................................................._............................................................................................................................................................. r wc� � a - - - - -- - - - -- - - - - - - - - - - .................._......._..._. ____ ____...._..................._. - - - ........................................................... w a T; HEEL HT. - -- -- � — -- - - - - -- - - - - - _ _ ce u.w = z ;� ;-� -- - - - - - - -- -- - - -- -- -- - - _ HEEL HT. MM� Wo �„ p N N - --- -- . - -• --T-: - - . .. - �--r - --=� -.- -- -- -- -- - - -- -- - - - - - - - - T.-O PCA W vi �-' o o PROJECT NAME DUVAL COUNTY Lu = � o I : a. ; ;:: : ;. ATLANTIC BEACH CC = i to w HERITAGE 0ww � Z o D-4 w = O F- Cdo -. _ - z p z — — _. LOT/BLOCK 0011 z o cn o : o0 a " z o 2 TBI NUMBER 0011 ZW0 ~ -� a a � ~ Q 5.2.8 . . _ . . _ '.'- . . . � ' . . -_ .. .. .. . • . . . .. _ • - �: .. � • . . . . . .. MODEL cn �-+ 0 L ozcc �.. U) cc LL, �- > FIN. FLR. OFFICE COPYGREENWOOD`T G w o >- - - -. - -�- --. -- -- -- . -.- - - -- FIN. FLR. w p z ; T - - - - - - - - - Z w U- 0 ELEVATION NAME g a o PROVIDE RIDGE VENTS, TOLL BROTHERS CARIBBEAN a W 10 7 P.M. TO VERIFY LOCATIONS. W z= z o 5.2.8 �5.2.8 TYP. Cn W � m METAL ROOF SYSTEM Z SHEET N oo � � < UMBER _ RIGHT ELEVATION ce o Z m SCALE: 1/4 - 1 -0 CARIBBEAN A5.81 � oo � ADDITIONAL NOTES AND SCHEDULES a V �- o CAN BE FOUND ON SHEET A5.2.81 w __.I ERIAL NUMBER 1014.0 M 1W ear of W a OWLED e,nM DBM DMaM ON tris NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE /� � �'mcw nm U CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED ROOF VENT CALCULATION April 22,2016 Co z 8 VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" `~ ui _ __ _ — _ _ _ _ _ _ _ Fz OF THE RIDGE OR HIGH POINT(UNLESS CONFLICTS EXISTS) MEASURED TTIC AREA (TOTAL UNDER ROOF) 21617 SQ. FT. 'C�' OF 0000 W 5.2.8 �l VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE LV-000 wa t=- I OR CORNICE VENTS. IVIDE BY CODE REQUIREMENT 150 ` L :::: MIN. NET FREE VENTILATING z _ - 17 SQ. FT. ....................................... ...................................... ............................................. ............................................. - oo ` - - - - - - - - - -- - - J AREA REQUIRED �� �� A 96730 00 AREA � ROOF PER CONTRACT 5.2.8 RE MANUEL GONZALEZ,AIA ------------------------------------------------ '—' O ---------------------- AR 96730 � Z C:) _ HEEL HT. - - - cn I w I I I O N (n u, o H E _................._.... , TYP � L_____T_ � zm M I I I I o� 0 _j1-' I I -I .r.................. ........� ........................................................... m N 00 ...................................................._..................................._..................................... .................. U- o I N � —� M W � N 2 I :......... I I �, a �777:. . .... N W 0 5.2.8 ........................_............. a w = Q ................................_--...-- .................._...............................................�.............�............ .............................,.._....... i i E-� Noe > 1— Co I I �' G�.. O oF- 6x18 RECESS _..._�...,.,�............... = w ........ ................................................................................................ .�..................... A I W O Q - ------------ , 4:12 o � 0 2nd FIN. FLR. - - - - - - - — N w z � c+nl� HEEL HT. - __ _ - - - - - - -- - - - - - I I i I �r `� _ I I CRICKET ' S - - - - - 7 0 � - - - -. . -- - -j--r'-- ---�-'-- — - - - - -- — -- - - — - - I I w o 5.2.8 O I 1 a :) I ►.a � w � _ �` ' I ; ' I w Z - I i I i � A S A = I ------------- - Z � a MIS � � -. ' . I ��. � '� , 4.12 I � -- I � A W O cn d' = 6 I�— I I �+ W Z - 1 , i A w �' � 0 � o � 5.2.8 ' • � O .. co Z - I I I J ............................ _._............. .................... co 0 �I i- z Q } 0 0 _ .. .......... FI N. FLR. Lu a m ce � OV Z - - - - - 0 0- ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. DRAWN BY a n _ O Q � � 14 A/C EQUIP. S. FOX N-4 w 5.2.8 SERVICE COURT SCALE. 1/8 - 1'-011 CARIBBEAN m z z CHECKED BY � «� ¢ H. CRUZ UJ ~o SCALE ce z W REAR ELEVATION ---- a SCALE: 1/4" = 1'-0" �` CARIBBEAN � 0 � ROOF PER En SHEET DATE kne cv_n � CONTRACT 04-08-16 Lu _ SHEET REVISION INFO CL 0 0 1-01 = m V J i 0 LL zin z (n 0 C� 7 >_ m z 5.2.8 TYP. m w wJC] � SET REVISION INFO z = 0w - - - -HEEL HT. _ o new _ -T... SLAT - w z HEEL HT. - - - - - - - -� - - -- ........................................ _._..........................................._._._............................... - - - - - - -- -- - -- -- - - _ _......................._...._......_._......._............................................_--........................................._......._................................... CA. ce co z � > z 0 tn o uJ z I SHEET DESCRIPTION W z (n W - _..................._.................................................................................._............................................................................... �........................_._................................._................................._......... ._..........I............_._.___.._... .. _. ...._._ _............................._..__ _......................._._:_..._._........................................... z W 5.2.8 I = REAR & SIDE >- .........................................................._............................................................................................................................ _....._...................................._._._................................__.._....................._..__..._....__.............................._._ -...._-._........................... _..___._._......_........................__.........._...__._.......................... ce m z ..._..._. ... ....._....._._......................... ELEVATIONS, & ROOF '� i n¢ __- __ �_ _____� ___ _ _ FLASHING SLOPE PLAN !zz = 0 _ (n a", J Q ................................................................................................................................ _ PROJECT NAME � w = z _ - - - - - - - - - - -- - - - - -- -- - - -- - - - - -- -- 2nd FIN. FLR. � rrfld� u o MIS HEEL HT. - - - - -- - - - - - - - - - - - -- -- . .- - - - - - - - - -- HEEL HT. ce u) DUVAL COUNTY a c� v, d- `P1� - - - - -- -- - - - -- - - - - -- - - - :-_-� -..-- - - - .-- =- .-, - - = = - - - T -. —T.CS. PL�iTE— N �, O p N uj CDN �--� � . � .� ..�.... _. � � :• �: . . . . - - . . . . � • . . .. . - ... - .. . . . .. . ATLANTIC BEACH CC w = o in Lu E ou- n ~ _ z0w � I I . MIS LOT/BLOCK 0011 ui zpzw o _ : I I o TBI NUMBER 0011 a� z0 � o c I .. c o o ,-� z ( :1 00' MODEL o � - - ._ — OFFICE COPY GREEN a ^ � � . -. ...• � . - : . : �... � '. . : �. �.� �. . �. � • - . .. �. . . : . . . - :)• � .. �. : . . �. . •� . •. ' : .�. . . • • .. . . 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Lu P__4 w a 8 _ 11 ELEVATION NAME z O POST 4"TRIM ~ CARIBBEAN � con- cCW " <W Q = � � 4 RIM o o A zO o Z _ z 0 m SHEET NUMBER ozce W � 10 TRANSITION DETAIL 11 ROFILE DETAIL 14 ERVICE COURT DETAIL 14a SERVICE COURT DETAIL(n i Q o SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" SCALE N.T.S. SCALE N.T.S. `_ cW 5.2.8 5.2.8 5.2.8 5.2.8 A5-2.81 oWm U OFFICE COPY Jz -� Zi u o o J RIAL NUMBER 1014.0 To THE eEsr of Nr MWLEDCE,THE DESIGN DEIRIM ON M DPAwnNG CONKM WrrH THE APMABLE NIN"RAI DING CODE D Offa As of DATE OF cMUnTroN BEM. April 22,2016 ,-4 Z OF Fz cn W RADIANT �0 0 BARRIER,TYP. ` a ~ c ce m a 0 G. J 00 � 96730 PRE-ENGINEERED TRUSSES ��l' 0o0� DESIGNED BY TRUSS MANUFACTURER 00 FRED MANUEL GONZALEZ,AIA W AR 96730 Q ❑ =fZfl��`Z �Z �� -1` Y� Y� YJ�Yr� Y !' 4" Y Y Y � Y '1' l 1 z o z (n W 0 = M Zn w o CL. ce ce_ 00 h o J PRE-ENGINEERED TRUSSESobM o N E D BY TR MANUFACTURER W o o DESIGNED USS U CTURER CLdz ,..� a ow Q > - - W.I.C. 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HEADER a -SEE SCHEDULE _14j_z 0 > z 0 SCHEDULED WINDOW SCHEDULED WINDOW � w = (SEE FLOOR PLAN) (SEE FLOOR PLAN) o w z WINDOW ATTACHMENT WINDOW ATTACHMENT X W v' COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R SHEET DESCRIPTION cn w 0 z 1 X 4 SMOOTH 1 X 4 SMOOTH z W STUCCO BANDING 1/2" GYPSUM BOARD ON STUCCO BANDING 1/2" GYPSUM BOARD ON STANDARD m a Z EXTERIOR SHEATHING TO SEE ENUDS ERGY CALCS)WALL ULATION STUDS EXTERIOR SHEATHING TO SEE ENERGY o a > o BE FLUSH WITH THE EDGE ( BE FLUSH WITH THE EDGE ( Cs) 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 J ., @ 16 O.C., TYP. z GAP BETWEEN FOUNDATION @ 16 0 C TYP. � � J a GAP BETWEEN FOUNDATION UJ W = AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE PROSECT NAME CL o WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER ' CONNECT WALL TO FOUNDATION ce cc a cD (2 LAYERS REQUIRED) a. PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS 0 0 ? L POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP W 04 o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE 0 ULJ SHIELD UNDER SILL PLATE F SHIELD UNDER SILL PLATE W = FLASHING FINISHED BASE MOULDING LASHING FINISHED BASE MOULDING o 0 ,L tn MAIN FIN. FLOOR MAIN FIN. F OR zoZ " '-0= o ELEV@ 0ELEV @ 0d uj d. . LOT/BLOCK Lu Z O Z > Z 0 z I III III o I III III TBI NUMBER 0 b o e�. III III I 4" CONC SLAB W/ 4.. III 11 I I I 4" CONC SLAB W/ MODEL c? Z W �. Q _ _ o z `� I I I VAPOR BARRIER I I ( � VAPOR BARRIER Ce W a - - ALL :4 IIi 1- III 1- tD Ww o a — REFER TO STRUCTURAL — REFER TO STRUCTURAL ELEVATION NAME z I I DRAWINGS FOR I I DRAWINGS FOR zWW0 III III— II III— 4 a COARSE COUNT & � a Q. COARSE COUNT & _ WFOOTING SIZE G FOOTING SIZE CARIBBEAN i I I • •. I I ( (PROVIDED BY I I I •. I I I (PROVIDED BY vi F Li _ III OTHERS) III OTHERS) z = ZZ OFFICE COPY u, SHEET NUMBER Wycem ch Ln Z _ (n EXTERIOR WALL Lu 1SECTION WITH WINDOW 2TW —STORY WALL SECTION m W � o o � D7 SCALE: 3 4" = 1'-0" D SCALE. 4 = 1 -0 avE-- o ERIAL NUMBER 1014.0 0 TO THE BEST OF W RMLmcE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION Mum. CD SET IRROR 3" FROM APR O16 MIRROR=VANITY -5" SET MIRROR 3 DRYER VENT TYPICAL OF F4 LU END FF BACK SPLASH FROM INSIDE CORNER (TYPICAL) f� 0000 1 GAS PIPE (TYPICAL) 0) 0 0 FOR GAS DRYER ONLY 0 GO m = J 11_211 - - i M 801.2 i = O Y o AR96730 o COUNTERTOPS , (D DRYER VENT (TYPICAL) 0 w. % LL I = L , Ce m 000 00 36 HIGH X W GAS PIPE (TYPICAL) �cCtS3 3 II , ch > FOR GAS DRYER ONLY RED � (VANITY-5 ) MIRROR � � o _____ _ _ __ 1/4 MIRROR AR 96730 z u- OUTLET BOX m �� MANUEL GONZALEZ,AIA 0 z CENTER SIDEWAYS - ¢ ATTACH PER MFR. Q cn IN BACKSPLASH 0 0 „ INSTRUCTIONS z � W 1/2 RECESS DRYER VENT BOX- W _ FOR MIRROR ATTACH PER MFR. th W o INSTRUCTIONS a c-oJ 2X4 HALF WALL LL' o " YORKTOWN O P.T.P T. SILL PLATEcc - P T. SILL PLATE N M TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) ^ M Lu o CABINET o w o z VANITY MIRROR INSTALLATION INSTRUCTIONS: a w of cd a a " o 01. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL �, H a = 2. AT THROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: O A00 00 0 o CORNER. (YORKTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, U w uj> NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. v, S o W zo COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPO INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM � o 0 1 z" +/ - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. Z - W ¢ o (,--NT-iCITCHEN HALF WALL DETAIL INT-2 MA TER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLYoa U tn a D8 - (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-1) D8 SCALE: 1 2" = 1'-0" (INT-3} w A a � o �„ SCALE. 1/2 - 1 0 / Z A w W cC Z A � = 0 TILE OR STONE ON 1/2" COMPARE L z z TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURERS O a o ¢ TO CONTRACT SPECIFICATIONS) OVER%" EXT. PLYWOOD DIM OF TUB & r � O � '-, I,.- 0 O PUMP LOCATIONx a 0 0 ON 2X4 FRAMING. � � N u z Q WALL TILE a ce 0 2X BLOCKING BETWEEN EFER TO FLOOR P�,AIV VARIES - SEE PLANS 0 o J STUDS (3 WALLS) °° VARIES BY MODEL UJ o 1 ROW OF TILE Q ce azo. '• VINYL LINER (3 WALLS) EXTENDED 5" 0 o 0- UP WALLS z 2X4 @ 16" O.C. r ¢ mac � o CORK RSHELF Li U- m 100% 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 V 0 z 9 oo FLOOR TILE _ M. STRICKLAND w w a FLOOR TILE o W - d- d- CHECKED BY = a t-- � x x DROP IN TUB x ~ ,j, ¢ 2" SHOWER DRAIN `�' `" `" 0. SWAFFORD � 2-2X4 P.T. THRESHOLD � � Li ooc z U- > -� 2X4 CRIPPLES °° < `j ¢ SCALE 0 0 = ~ ' 22 X 34 - SCALE AS NOTED to 0 0 TILE AT DOOR - W 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE 0 0 o PRO-SLOPE PRO-SLOPE THRESHOLD J WALL TILE WHEN IN CONTACT TUB AS REQ. BY Lcue it-64 b ADJUSTABLE LINER SET IN SEALANT @ W/ CONC. MANUFACTURER'S. SHEET DATE o SHOWER DRAIN FLANGE OVER ROOFING FELT PLAN 0- o 1 W �- 0 2" SHOWER DRAIN FR-33 DROP IN TUB D TAIL SHEET REVISION INFO op U �- ,u z (n NOTE: D8 SCALE: 3/4" = l'-0" (FR-33) a = 0 (D NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZ AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION u, z BE USED IN LIEU OF CERAMIC WHEN MAWILL WELL AS PLUMBING ACCESORIES. REFER TO Q. co co W MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. w Q � o � J W (&NT�_4SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION SET REVISION INFO = END POST TIED INTO FLOOR L Si D$ INT-4 D8 +� - (INT-5) JOIST BELOW EXTEND TO QP ¢ a ao SCALE: 3/4" = 1'-0" ( ) SCALE. 1/2 - 1 0 BOTTOM OF FLOOR JOISTS. W Lu Z0 > z m o o END POST TO PENETRATE o w z SUBFLOOR. W o z SHEET DESCRIPTION z W o FACE NAIL END POST TO STANDARD cc o BLOCKING. o a uj 0 2x BLOCKING BETWEEN NOTES & DETAILS QU y z z = 0 FLOOR TRUSS AGAINST � J < END POST. ui "' ' ' PROJECT NAME o Z SUB FLOOR. -'' ' uj o o Z LLI 10, LLJ lo, XN loll"10 Z O W /' �' �' / \\\\ ' ' ' ' 0 W4 may, ,% `` // - LOT/BLOCK lol y" zLn z o u, ,-' \`\`\ /' TBI NUMBER °- z ' ..11 ol MODEL ri / / ile /' i/' / �\ ' / /'/'' ZQ ' /'' \`\ '' ALL ,-'' NAILS(TYP) ko LuW w o a FLOOR TRUSS. -'',, ELEVATION NAME U- Z N p__4u, ,� ALL can.�c► z W On Q Lu ~ z0 >- ~z SHEET NUMBER *X3 (n ce co Lu u Oz = tn W FR-34 HALF WALL TIe-IN DETAIL- 0 OFFICE COPY Wmw U FR-34 �;.; GzJ � D8 �. � oou- ¢ 0 N.T.S. } ERIAL NUMBER 1014.0 0