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1655 ATLANTIC BEACH DR - ARCH DRAWINGS DRAMIDIG COMPl1e5 M?m IMKX40LE Me"KmmG coDEto Eimer As dr 0MOF CE�mmN MW. October 19,2016 Q 0 c° rl 1E1 1( 1 .� lw FLO CL 967 0 M U_ -. w 00 - - ' a r Z 0 Ova 0 z� W y 0 =Manuel Gonzalez,AIA = W ~O Sang-Yub Lee, PE AR 96730 CL W o ZSQUARE FOOTAGE NOTES LIST OF DRAWINw � 728 � ABBREVIATION LIST GRAPHIC 0% a, oho ■ .00"1? o CLASSIC ELEVATION co ■ N M w Q Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings � ¢ „•, � w > m Abbrev. p w o ___ DRAWING # ___ DRAWING # Cl R # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD FIRST FLOOR 2005 ' o w M = = D FRT. FRONT PWD. POWDER ¢ ~ ■ � & AN - A1.18 SLAB PLAN `s ~ z - EQUAL FT. FEET PLW. PLYWOOD _ — SECOND FLOOR 1158 00 o L 0 - Q _ DETAIL# DETAIL# A1.N SLAB PLAN, NOTES, SCHEDULES, & DETAILS ■ ■ J W z @ AT FTG. FOOTING ___ _ DRAWING # / --- DRAWING # "`' > E OF MASONRY R RISER TOTAL LIVING AREA 3163 SQ FT. 0 u, o A/C AIR CONDITIONING F.O.M. FACtp w O t=- RA RETURN AIR _ - ABOVE � o ABV. � w ¢ ■ ■ w ¢ z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS ,, CEILING HEIGHT CHANGE A2.18 FIRST FLOOR PLAN _ _ R G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 147 A3.18 SECOND FLOOR PLAN CL O aw A.F. ABOVE FLOOR m GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE � W w z A.F.F. ABOVE FINISHED FLOOR GD W o A 0 � ¢ COVERED LANAI 150 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS � ZE � w co AHU AIR HANDLING UNIT GFI GROUND FAULT RM. ROOM ELEVATION MARKER SHAKE SIDING ¢ a z INTERRUPTER O LU GARAGE(S) 659 �„ � __j A a a Cn ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING - >- >- z R D. REQUIRED FRONT & SIDE ELEVATIONS `� = O LU z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD Q Q TOTAL 4119 SQ FT. A5.18 0 ¢ R & SH ROD &SHELF FRAME BEARING WALL BRICK A51.18 REAR& SIDE ELEVATION, & ROOF SLOPE PLAN a ■ o N ■ INTERIOR WALL A5. 18 EXTERIOR ELEVATION DETAILS ,� � � B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER } = z BD. BOARD HB HOSE BIBS NON-BEARING} STUCCO FINISH 2 0 HDR. SF/ SQ. FT. SQUARE FEET F- ow B.F.F. BELOW FINISHED FLOOR HD. / HEADER _ _ >- � _ HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL - = EARTH BUILDING SECTIONS LL 0 BOTT. BOTTO M o am m HORIZ. HORIZONTAL SHT. SHEET A7.18 BUILDING SECTIONS & DETAILS BR. BRI GABLE END WALL INSULATION CO SHE SHELF s _ Uj o o BKFST. BREAKFAST l ¢ INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE 0 o SLIDER M1.18 FIRST FLOOR DIFFUSER LAYOUT w z CALC. CALCULATIONS INT. INTERIOR SL ¢ ROPPED SOFFIT PRE-CAST LINTEL/ HEADER b2, SPECIFICATIONS � � W w CONTROL JOINT I.L.O.OIN LIEU OF SPECS' SP CIFICATI .4, 18 SECOND FLOOR DIFUSSER LAYOUT -- m C.J. C z CL CENTER LINE S.P.F. SPRUCE PINE FIR w o cra Uj � - z � C 0 ¢ CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT DESIGN CRITERIA "� W w - CMU CONCRETE MASONRY UNIT STD. STANDARD E1.18 FIRST FLOOR ELECTRICAL LAYOUT (� X LU AN OUT L LONG S 'L. STEEL `E2.18 SECOND FLOOR ELECTRICAL LAYOUT C.O. CLE Q 0 z "-' LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 m ¢ J COL. COLUMN _ z o ¢ P. COMPRESSOR LDRY LAUNDRY SECO D FLOOR - FRAME BUILD NG TYPE. V B oC LU wQ ;. o CONC. CONCRETE LIN LINEN T TOP HOUSE ELEVATION ABBREVIATIONS w z � � � � � 0 v C CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE &GROOVE RISK CATEGORY: II 0 0 TEMP. TEMPERED AB�BR. FULL NAME ELEV. W O L RIDA BUILDING CODE WIND ESIGN BASED ON: - CODE — � ASCE 7 10 = O - ¢ DESIGN BASED ON O MANOR 03 M ; ' m J ` W � � DB. DOOR BELL M.B. MASTER BATH THK. THICK _ o T.O. TOP OF 5TH EDITION (2014 IL WILLIAMSBURG 07 �"'� CL � � V o DBL. DOUBLE MAX MAXIMUM AM - PRO. PROVINCIAL 08 Q w o DR. &SH. DOUBLE ROD &SHELF M.G. MEDICINE CABINET T.O.B.B. TOP OF BOND BE F.B.C. 5TH EDITION (2104) RESIDENTIAL ULTIM TE DESIGN WIND:::SPEED - 130 MPH w w m v DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD N (2104) MECHANICAL NOMI AL DESIGN WIND SPEED 101 MPH CFtA. CHATEAU 09o z cri MIL. MILLIMETER TRAM. TRANSOM F.B.C. 5TH EDITIO VER, VERSAILLES 10 o w o 0 DET. DETAIL Typo TYPICAL ITI N (2104 PLUMBING EXPOSURE: B CLA. CLASSIC 18 N ; Q � Cn z DIA. DIAMETER MIN. MINIMUM F.B.C. 5TH ED 0 >- m w DIM. DIMENSION MIRR. MIRROR MED. MEDITERRANEAN 19 I'-'- m J UC UNDER COUNTER +.18/-.18 VIE TRA. TRADITIONAL 20 Z J w Q o o DN DOWN MLDG. MOLDING CONSERVATION PRESS RE COEF.: UNLESS NOTED COU. ' 1 = o w COUNTRY MANOR 21 zo z w CO DOOR M.P.H. MILES PER HOUR U.N.O. - v� w DR. OTHERWISE F.B.C. 5TH EDITION (2014) FUEL GAS FOR INDOWS/DOORS, SEE FLOOR HER. HERITAGE 22 0 0 N O z v i=- D . DOWNSPOUT MT METAL THRESHOLD X IN CO UU s PLAN OR ACTUAL PRESSURES: CMN. CIMMARON 28 Q � � o VAPOR BARRIER F.B.C. 5TH EDITIO (2104)ACCESSIBILITY¢ w m D.S.S. DENSE SELECT STRUCTURE V.B. MSN: MISSION 30 LU > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRI CODE 2011 (NEPA 70) FEMA RULES & REGULATIONS CFI'. CRAFTSMAN 31 � c „� o DWG. DRAWING Uj V.T.R. VENT THROUGH ROOF ASCE -10: MINIMUM DESIGN LOADS SOL. SPANISH COLONIAL 32 C1.02 0 Cnn O.A. OVERALL N.F.P.A. 1012014 BOR. - � w z BORDEAUX 33 w � C w z E EGRESS O.C. ION CENTER W WIDE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED BRO. BROUGHAM 39 � � � cn w o z Lu o E.E. EACH END O.H. OVERHEAD W/ WITH AND SEALED OR WHILE URRENT CODE IS VALID REN• RENAISSANCE 40 ,,_.l m a Z E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET VIE. VIENNA 41 o Q w o EL. ELEVATION OPNG. OPENING WD. WOOD TUSH TUSCAN 44 zcn¢ o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW46 z = CLS. CALAIS UU 0 ¢ ENOL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ITV. ITALIAN VILLA 58 C w __j z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFIloll PBC. PALM BEACH 80 Q_ o Cn o POUNDS PER SQUARE W.W.M. WELDED WIRE MESH cn EQUIP E UIPMENT P.S.F. ORB. CARIBBEAN 81 w �' z Q Q FOOT CST: COASTAL 82 o `�_ Z � EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC o _ m FINISH FLOOR PSL PARELLEL STRAND LUMBER ~ LUv w FIN.FLR. P.R. POWDER ROOM 04 w � FLR. FLOOR r 0 0 Cn m FND. FOUNDATION P.T. PRESSURE TREATED W ED r vozF=-- � :5 z o z a- co 0 0m0 JOB COPY CO F-- aw > t THIS PLAN MUST BE W ,� Z B SITE FOR w z LOU r o INSPECTION � a- Fr W .: , � w 3:: _ w ¢ _ � Z LU C61-- Z O REVIEWED FOR CODE COMPLIANCE ¢ C6 W CITY OF ATLANTIC BEACH = v) w W m SEE PERMITS FOR ADDITIONAL C) LL J CK U o _ REQUIREMENTS AHD CONDITIONS U , _ ~ Q O w O 11WIMED BY: dATl:: �2 1.l� U ZD Q Z m Uj J — � 00U- J rlLS EAL N 1014.0 ¢ U I— 0 WrtHDE CODE INSTECTASOF DATE OFC„W,►„ON810W. L- GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES U 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHO T THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUM USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 IN HES IN RESIDENTIAL «c AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" F THE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26" DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED T4,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A. GRADE. •L WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT o WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAYBE NECESSARY. GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, I 3F FLOC EQUIPMENT, ETC. a. m THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. F- WINDOWS INDICATED WITH (E)OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE DG. SHOWER HEAD l on CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 2 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" 0 ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AN HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SH L BE GENERAL NOTES ; TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQU EIR1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIO S, .; 967 'f STRUCTURAL DESIGN CRITERIA SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPE ITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. ? UO LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SOLID WOOD DOORS NOT LESS IES (35 MM)IN THICKNESS SOLID OR HONEYCOMB COR p RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICA�BSF CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT z 40 PSF STEEL DOORS NOT LESS TIQHES(35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Ov G O BALCONIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRE URE Fn cn STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA.x 31/2"TAPCON SCRE S, 6' DRAWINGS SHALL NOT BE SCALED. OCO W ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR S D W/ Manuel Gonzalez,AIA ` w ATTIC WITH STORAGE 20 PSF (2)ROWS OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. AR 96730 cn LU 0 HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Sang-Yub Lee, PE C3- of z m SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION 72328 O w J EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDIN ODE p tz O CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAM ADE ■ 00 w � �- OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE T N o0 CL p MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN T co ■ N STRENGTH M O z @ 28 DAYS APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREME SHALL ¢ w o w W H m REINFORCINGMELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 85- PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. � w � O ALL REINFORCING BARS ASTM A615-60 60,000 PSI C913 -' J � ■ p = wALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD z 0 = POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. PF PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON A o Q 8 Q �•- FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED OM THE w00 0 U-1 Zp CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE S 1800 P RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE IDE. 000 PSI CONTINUOUS MASONRY INSPECTION IS(REQUIRE ■ N ■ > w � MASONRY CONCRETE GROUT3 � .� � $ > z0 UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED OOR. w O STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AN FIELD Q ■ ■ . top In � z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM 36 ORAS A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE A ANY SOFFITS PROTECTEEY40N THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. = Z = o JOIST,PLATES U.N.O. NO. SOUTHERN YELLOW PINE 9% M.C.) w v WOOD BEAMS,RAFTERS,J ( � o0.4 w Z FRAMING: ROOF DECK: PLYWOOD C-C/C D, EXTERIOR,or OSB Z w Z U cf) Q FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) GLASS BLOCK p al z WALL SHEATHING: PLYWOOD -C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S- 1800 psi AT 20 DAYS � � ¢ � A ce EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. LU = 0 VERSA LAM BEAM: Fb=2900 P I (2.OE) GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. J_ w w <C = 0 0 a. cry w � w WOOD COLUMNS: PARALLAM .OE U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF. BUILDING IDENTIFICATION a. w p TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN S H ■ S p O J POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING TH w J TOP CHORD DEAD LOAD: 10 PSF 20 PSF N � Z Q PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WI ■ m: O o BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. n, F= w TOTAL. 40 PSF 50 PSF O J STUCCO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO z ; O m � SEE DRAWINGS FOR SPECT L CONCENTRATED LOADS. DESIGN FOR NEW WIN FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL w O Z UPLIFT AS PER SPECIFIED ODES, DEDUCTING A MAXIMUM OF 5 P.S F. DEAD PLYWOOD PANELS. z : cx U O LOAD, BUT NOT EXCEEDIN ACTUAL DEAD LOAD. o <C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. i ? i cn LU z 0 w WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENScx: LU Q TRUSSES: DEAD LOAD: 20 PSF c.V w 40 PSF ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBU IBL . z m LIVE LOAD: CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUST BL Y THE ` ' -Z o TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXT IOR C 0 Q GRILLS OR COOKTOPS. cn= W _ ANCHORAGE �. a. FOUNDATION/SITE PREPARATION: METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. U-i m Z J ¢ J J O Q 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 P F, 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPOR SHALL U-i 0 o W FOOTING EXCAVATIONS AND SLAB SUBG DE SHALL BE COMPACTED TO A DRY DENS( BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPOR AND BE U W OF AT LEAST 98%OF THE MODIFIED PROC OR MAXIMUM DRY DENSITY,DETERMINED i vO TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. .- Q w z O O ACCORDANCE WITH ASTM D-1557.TREAT LL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQU LENT O Q O U OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION T Z CL z Z w cn U 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. META AND WIRE LATH S LL BE , p ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALE OF NO. CJ TO VERIFY SUCCESSFUL COMPLETION OF ITE PREPARATION EFFORTS. LOCATIONS � 11 GAUGE, BARBED, GALVANIZED OR BLUED3VAHS-(IES LONG HAVING A HEAD NOT LESS THAN u.� O z FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOM CTED 3 0 >- o D RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. /8 INCH IN DIAMETER. = p cn AN MIRRORS F- w z rn 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. pcn0CD Q = z COMPACTION REQUIREMENTS HAVE BEEN ET SHALL BE MADE BY THE GEOTECH.EN INFER. LU z H.V.A.C. NOTES m m w_ THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z C3 p p TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION w_ z cn w cwn MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. SECTION R318 PROTECTION AGAINST T RMITES CD w C� w O � ¢ z TERMITE PROTECTION SHALL BE PROVI ED BY REGISTERED TERMITICIDES, INC UDING SOI APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN CE J w PESTICIDES, BAITING SYSTEMS,AND PE TICIDES APPLIED TO WOOD, OR OTHE APPROVE ETHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A. I cn Uj ¢ m OF TERMITE PROTECTION LABELED FO USE A PREVENTIVE TREATMENT TO NE CONSTR TION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. T U-1 SECTION 202, REGISTERED TERMITICID . UPON COMPLETION OF THE APPLICAT ON OF THE ERM[ E ' '� > z PROTECTIVE TREATMENT, A CERTIFICA OF COMPLIANCE SHALL BE ISSUED T THE BUIL G ELECTRICAL NOTES z 0 0LU DEPARTMENT BY THE LICENSED PEST NTROL COMPANY THAT CONTAINS THE FOLLOWIN STATEMENT:THE DWGS.ARE DIAGRAMMATIC& INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRIC WORK. LU s "THE BUILDING HAS RECEIVED A COMPL TE TREATMENT FOR THE PREVENTION F SUBTER NEAN U ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTIO RIORUj Q w w TERMITES.TREATMENT IS IN ACCORLu Uj DA CE WITH RULES AND LAWS ESTABLISH D BY THE ORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND C NSUMER SERVICES." � w o Z ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL = O w O NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. F- z Uj p 1) METHOD OF TREATMENT SHALL B APPROVED BY THE GOVERNING JURIS ICTION"LI ID BORATE GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTAL D ca z OR BORA-CARE PRODUCT METH DS MUST BE DETERMINED AT PERMITS AGE A DP DUCT \ w < > Ov APPROVAL DATA MUST BE ON FIL WITH THE BUILDING DEPARTMENT. OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTAC S. F- cn ¢ p 2) PRESSURE TREATED LUMBER THATHAS BEEN CUT OR DRILLED THAT EXPOSES U TR TED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE}TO z z = PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT I SECT I WE ION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTE O AND CARBON MONOXID U-1 J < PO � — THE LOAD SIDEHALL B PROVIDED WN SIBLE CIRCUIT POWER ON NDICATOREAND A TES BUTTON WIIT LU ¢ co OPTIONAL BORATE APPLIED T ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS S w = ZBATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. w cn Q Z ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN.OF 6" cf) cn cn z FROM EDGE OF OPENINGS. Z w ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. w = p ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.1 ~ _ = CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE D U w �'-- SHALL LOCATE METER AND PANEL AS REQUIRED. Q z w = 0 VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. Z cn mm LL- ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. z 0 z IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNR OM, a. F= cn 0 BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR ,ALL c Z w125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTA ES. THERE ARE NO EXCEPTIONS.ch w Cf) CL LU UjLL_ W C> O v w o (� WCc/-) r-qzw _�r OC � U-i a O 04 `v ¢ LL' s UL Ff Ln JOB COPY tr�F" Z0c—m Q : J v0 � WmUj THIS PLAN MUST E _ ,. w w F- W Uj -C3 cn _ SITE �O w Z L ooh = C> LIC6LOU �Ca w EACH SPIECT�O s Q LO z in FW- 1014.1 J7000U_ <aC a v �-- o EL�UM�ER G� TO THE INST OF W ONLEM THE WEIM ON 710 DRAINING s wrot 1NE MRJME WWW MAIDING CODE 1N @FELT AS OF D On OF C9911 TION KLOW. >Q October 9,2016 U caca AD o < F F O, °° t 0 ` , P 987 R Z cn � Ova I /) w I. ULI Uj Manuel Gonzalez,AIA a 0 AR 96730 CL' Z in B Sang-uLee,PE 0 72328 w J A7.18 Who ■ � , � � 0 W Z N > � m I � ¢ LJ.I � W ot._ 0 76'_9" J J J Z = = 10'-0" 60'-0" , 6'-911 �., ¢ W 8 BRICK VENEER3.0 0 , o ¢ g 00 GAS LINE FOR 3'-0" 3'-0" , 5'-4" 1'-2" 3" TYP. U `l' % i 0 w oz FUTURE BARBE OF COL. PAD (TYP. OF 4) c "' g °? AREA. PM TO , I 0' 0" ELEV TOP ¢ Q �.- Z VERIFY LOC. - LU < 0 I I M _ N1 ------------ - ------------ -- -- ---------- - ---------- ELI---------------------- --- ------- O CL o � � Z ` , I i " li ii i J tJ1 A W 0 ¢ 11 32-71 140 Z D i I I I W LU z @ COLUMN P i WATER LINE F 0 " 1 1 -' I I I ¢ J ~ >- M 0 0 ELEV I I FUTURE OUTDOOR I I �. J w �C w --� 1 Z i ( SINK. PM TO ' o0 \_ ---%_- DRAWING aDRRF S WHH ME ArvR,AIN E MMM BUILDING CDDE IN Offa AS OF RATE of COMMATIDN 1110W. Q L October 19,2016 0 ICU SLAB LAYOUT NOTES : 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING It QUIREME - OF FiL 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS ~ _ • ' o 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. ; 967 .` �. o O INDICATES DOOR OPENING ° AW3 M w 2E C05 OVa O — _ rLU w Manuel Gonzalez,AIA a. AR 96730 pm °° Sang-ubb Lee, PE � w � rzLU O 72328 a_ p ■ 0wQ rn ■ M N WHO ¢ W w LU O ¢ S > � w U % o ■ ob owo c� Cog w o otp ¢ g -- LLJ — ■ � _ Z � w � a0 U © Q W p V1 A a- z W.W.M. PLACED IN UPPER p Z ' w = O 1/3 OF SLAB OR FIBERMESH Q Q J A R 3: a- un REINF. PER PLAN ¢ m 1/8" (MIN.) 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I _ u 0 Uj= m o 6 3 = -- 2-8LIP 3-4 5 3-10 / ' I U . '— W Z Cn -� 2'-9" _ / \ ' IID. III N O 22"X54"ATTIC Q M V5 m MASTER BEDROOM s" T oA S AIR I ' -- --�" ;,�' " ACCESS > I W LU 0 10'_0" CLG. 4 4 ► N m I Imo, -j ¢ ( w WQt� o N A I — - - - i ( _ -' z c= W - - - 12 c I `° GAS LINE ,< 'I i I FINNINNINNINNII ir) omQ = - -- --- - - - - -- MASTED - -- _ -- _ -- -- ---- -- TO DRYER �� -��� ; I a, ti O ' v � -m LINE 0 w c� w Z — c' o Z o O c„ >- BATH S I BATH I SECON VENT THRU I N o ¢ °- °° '- " CO K/ I ROOF I I 10'-0" CLG. I FLOOR . ; Z o > Z 1o'-0" CL I ( THREE-CAR < ICIO ; - CO O 0 10 ---- = I ABOVE 1 A H.0 u- ' ~ , F-- _ 12" WID cn I If TANDEM O 2 = Q v 1 1 0 - LU ZCn I 10 c? ots I I I N z ; i __. c I o CO =I SEA I I GARAGE I T L , � � ww0 6n = co o 9 I I 9'-0" CLG. I LAT SOFFIT SE I t- ww" g WATER ( 6" a. S o ,I „ " , I ELEVATIONS FOR CIO � � z 4'_p" �I � 10-2 5'-11° 2 6-5 5-2 LOOP 34'��" I M ¢ > o I DETAILS W.I.C. 6„ X1 -4 w Z = Z CLOSET I '_o" CLG. 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Cn z ¢ v E-- 0 SERIAL NUMBER 1014.0 w DRAY'HIG CO"MIQS WH 1'E AMUCA E MN"MM PA DW �IN SM7AS OF DAN OF CM��M&M. o. October 19,2016 U co a .O 2 OF FLO W M « t . 967 R , Z U_ O ' 0 Z B VY Z A7.18 -ACvCn . . 0 LU UU C Manuel Gonzalez,AIA LU 53'-2" AR 96730 M Co Sang-Yub Lee, PE U_ J " ' �� 72328 w 36-10 16-4 ■ 00 kn 00 Mo LU _ _ co > F=- m ¢ 1 U w � v Q O0 I I I J J ■ z = = A �' A A ¢ � z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - p - - - - - - - - - o Q g WHO I I U w 00 0 J UjI1-01 I ■ co N ■ O W O cfl( w o �- I LU C) ( I I _ o I ROOF :.::: _ ,BEDROOM 4 1 I o Ww p m 9 -0 VAULTED CLG. 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SE IAL NUMBER 1014.0 WDG M BfBCr N OF DKFE OF COMn1iV1.LaMW. 0 October 19,2016 U Cncoo Lr QuOORTAG DOOR SCHEDULE DOOR CALL-OUT , TYPE SIZE REMARKS f LL 1 THERMA-TRU INSULATED ENTRY DOOR '- " '- " �� o p 3 0 X 8 0 SINGLE LITE/TEMPERED - Q p 2 OVERHEAD METAL GARAGE DOOR 7'-0"X 8'-01f '�, Z cit w 3 HOLLOW CORE DOOR 2'-0"X 8'-0" Ova LU 4 HOLLOW CORE DOOR 2'-6"X 8'-0" co W p Manuel Gonzalez,AIA = CL 5 HOLLOW CORE DOOR 2'-8"X 8'-0" AR 96730 Zm Sang-Yub Lee, PE U_ J 6 HOLLOW CORE BI-PASS DOOR 6'-0"X 8'-0" 72328 w 7 HOLLOW CORE BI-PASS DOOR 5'-0"X 6'-8" a i w z 8 DOOR 2'-8"X 8'-0" SELF-CLOSING,SOLID WOOD NOT LESS ■ 00 M co ro THAN 1.318"/OR 20-MINUTE FIRE-RATEDa w O Q w w ~ -' "' "' 9 GLASS SHOWER DOOR 2-0 X 6-4TEMPERED o O W pp M 10 HOLLOW CORE DOOR 21-411 X 81-01' BONUS ROOM Q f- o a LU O 11 HOLLOW CORE DOOR 2'-6"X 6'-8" BONUS ROOM o 0 j O Z 12 HOLLOW CORE DOOR (2)2'-6"X 8'-0" ■ co • w O 13 FRENCH DOOR (2)2'-6"X 8'-0" INTERIOR/TEMPERED " 8 C/) � a `. W Q 14 METAL DOOR 3'-0"X 8"-0" EXTERIOR - ■ 3:0 15 SLIDING GLASS DOOR 91-0"X 8'-0" EXTERIOR SLIDING GLASS DOOR a 0 - IX CQ Z¢ 16 SINJ O �I p4 U SINGLE LITE FRENCH DOOR 3-0"X 8-0" TEMP. /EXTERIOR o vo A pw ww :z 17 HOLLOW CORE BI-PASS 6'-0"X 6'-8" INTERIOR •� o Z a � LL8 POCKET DOOR 2'-6"X 6'-8" INTERIOR WSW J A4 = Z O 6 O � o- � Q WINDOW WINDOW SCHEDULE CLAN ° � = ZO Ce WINDOW CALL-OUT ■ C9 - O W w TYPE SIZE REMARKS O m [VBFIXED GLE HUNG 25 36"X 62" VINYL/ LOW E/ EGRESS LU O CO 27 UL GLASS 2816 32 1/2" X 18 1/2" VINYL/ LOW E/TEMPERED woo GLE HUNG 25 (2) 36" X 62" VINYL/LOW E/ BLACKED-OUT 0 0 Cf)< M W U > _ Ulm � W U; oZ INSULATION SCHEDULE w< W cn LOCATION TYPE R-VALUE U.N.0 = W i-- � Of p CEILING @ LIVING AREA FIBERGLASS 38 Ca ¢ J EXTERIOR WD. FRAME WALLS FIBERGLASS 19 W J p -� WALLS TO LIVING AREA FIBERGLASS 11 VD � 0 m: Q z w u v, �-' Uj O o pC z Uj (� Cf) L) O Wim ' W O C) W P Q cr_mo10 cr CL m LLj Wo m: U� ) v oo � tJ ' U Q w z W CO mpJOC w Z =0 W 1-4 Cl) W U)-imJ Z2. 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FOAM APPLICATIONS FINISHES SHALL BE ACCORDING .on10 , TO EACH ELEVATION ` � 1., "CORAL-LIGHT" OR EQUAL PRE-FINISHED ( /,---C i ROOFING PER ' O CONTRACT, TYP % .ar t ? �- FOAM APPLICATIONS SHALL BE INSTALLED AS PER A D ME Z z 3' MANUFACTURER SPECS. U.N.O. �..__ ill : _ : ¢ 0 - ..1111.:Y........:......�. i : VJ -o PRE-CAST STONE APPLICATIONS SHALL BE STONE M :.....:......:...... . 3 i , ; HT pRMER Ova _ 4. E _�IIR1�fiE_R_ - O w - -- ., Fi.... g CAST FROM FOAM FACTORY INC. OR EQUAL, AND ... ,..._._._.: j,..3.....:,.�.......,..__.�... _ _ _ ; , � W O INSTALLED AS PER MANUFACTURER SPECS. ...... w � � : : , , .s.............:I..._ ;.........;......;.......... ... _i........:...........:_ ill 5.2.1 Manuel Gonzalez,AIA AR 96730 o w °° TRIM WORK FINISHES SHALL WRAP ALL OPENINGS I I 4 sang-Yub Lee,PE o r_ 0 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THEi i .a......;, ` 5.2.1 '{ ..>.................i..., aw. >. o OPENING r3"� r i : 1,-�-- -- .� ■ ^� o W ¢ METAL WORK IN INTERIOR AND EXTERIOR RAILINGS TYP. �5.2.1 ° '`1 1 '' 2 "' °° W = t 1111. ■ M > �•- m 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON . .2. _ a N I I : : 5 1 w � O I I .�..... wwm ALUMINUM8 J ■ _._>_. _111,1...: .;...< ..:L . L LU :1 O O I i1 J •�� _....:.....:.._..t..-L._,_.r..> 1111 —.c.._.i_.:.._ ..�. 1.«...s-.'—. Z _ z = -- F- THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, I '` _ ¢ ~ w '� ~ z HEEL w O 7, JANY MISDESCRIPTION SHALL BE CLARIFIED BY THE - = HEEL HT. 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October 19,2016 0 GUARD RAILING NOTE -�- F ADIANT a oSTAIR RAILING AND STAIR GUARD RAILING SHALL BE a_ ARRIER `�, F FLO/?, m CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF cVV o I N M 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY TRUSS LAYOUT 1 on DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, PROVIDED BY TRUSS 1�e NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 MANUFACTURER SEE SHEET A3.N FOR ; POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY _ INSULATION SCHEDULE R 967 DIRECTION. INTERMEDIATE RAILS AND POSTS (IN-FILL) o z z SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT ........_............. __ m zv' w CONCURRENTLY WITH OTHER LOADS. I uj I ��'�`°:: - Manuel Gonzalez AIA //� F-- , , ..... .... [i 'si is V J - w i i e t, 13L ! .,.......a. .�.. A.: L. :.. . AR 96730: : : ._ ...: . BONUS ac m R, BATH 4 � San -Yu °:T Lee PE O LL_ '-`' -' AD FOR THE STAIRS ; ! :� ROOM c ! 72328 J THE UNIFORMLY DISTRIBUTED LIVE LO i ..": ' .....,is .. i E�i�:�r::•..rr:`? j'.�:r:'.:�: ! ...........:.it 'F�:c:•:'s�O. `c::e.�: ............._4 ti ■ w �- SHALL BE 40 PSF MINIMUN. 00 €a1':::: ii it iiI [ ............. 00 0 3 is J w Iii a I VJ I:; ll i i Lu 1 a i Q o w F— :A: W !a 3 t - i .:.......:: :iii�i °i a � iii i T. �.. 3 :......ii: :�! ....., Lu O L�o:..-.m.�i: :.r:.�::is i i '--�� r�..-:moi it: v: .,..-.i:: I � J M o w HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT r Y .�Y F YY-$ \Y z YY x Y r':'Y', ',:Y' x,��X::Y x,��� r,Y z �x, . FLOOR TRUSSES PROVIDED BY TRUSS MANUFACTURER w � o GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT w 8 0 w m SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 AND a - 0 co O > p " > w _ NOT GREATER THAN 6-1/4 WITH A MAXIMUM CROSS Lu O - HALL HAVE A o _cn SECTION OF DIMENSION OF 2 1 4 EDGE S ---- - --- ---- �: < Q p / .................................................................. w a z MINIMUN RADIUS OR 0.01 INCH. is i:. ii U :: E G URMET HALL FAMILY ..............................................:........................ < €.>..>, __.� = :� .:* ,r gin:!: ;;.: : '" a. p - FOYER HALL i MASTER o D W w :,.... f ::1 .f­:,.!,-..-.q z ,.:.:::is :::::;: COVERED _ ___ F I ITC H E N EYO N ROOM _. , f :f : p o Q BEDROOM W ENTRY , , I : :. 0 W z w o _ -- ____--------_i ia. _ n Q i ; . : i � Q ` J i o- cn .................................... i UJ w z o A' . N ...........l . . a. 0 0 J :.................::........... Ih .J - - - -� - - - - _ O W : - - - ,........... 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APPLIANCES SHOWN ,\ f;: :�\\��\ \' ;z U Q = ,/j//\ i/jr\ cj /LLJ \ �\/" FOR REFERENCE ONLY ON JOB SITE F w cn O '/'' / Z zEACH INSPECTIONQ t' z = — z c� cn Lu w � wm p z = B BUILDING SECTION c STAIR SECTIONui o � � o m A7.18 SCALE: 1/4" = 1'-0►' CLAS C A7.18 SCALE: 1/4" = 1'-0" CLASSIC J U m w oZLu °JJ° � L- CIDm � __jo0LL 0 F_ 0 ji SERIAL NUMBER 1014.0 TO 7W 85T OF W WME064 THE DRAWIN C"M WN 7WARLncE moe m BFBCr AS of DXM of WM7=NOW Q October 19,2016 L_ U CU a� CL 2 •` -ori t � � t R 967 � f Z LL_ CJ _ 0 z Q � Cn ova ' * Cf) ULj OM = Manuel Gonzalez AIA = w O AR 96730 m Sang-Yub Lee,PE O w J 72328 UU 00 O � Z Cf) ■ 00 N W = m ¢ w w � O -� J ■ O Q O = w Z S ■ Hy, Q Z �, R g OW W tn V/ .r.'�? x':rx.x..l ,��'[�.x:r•� ■ V, N i O > 0 W otp � WZ - -� i.,� p v1 A LU C0 W � i Z 111 = O GO MET LIVING ROOM %fix:x.::x:.E Q COVERED LANAI BREAKFAST a- CDFAMILY ROOM � z AREA KIT HEN ! 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Q oL S1 T MIRROR 3" FROM SET MIRROR 3" M I RRO =VAN ITY-5" cc EN OFF BACK SPLASH FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) A 2 FOR GAS DRYER ONLY 0 F i— 1'-2" - - - - cn ih OUNTERTOPS = O Y DRYER VENT TYPICAL �' o "� ¢ 36" HIGH X = c W GAS PIPE (TYPICAL) ' F- FOR GAS DRYER ONLY ' M w (VANITY-511) MIRROR I �"' LU o , r, o O —OUTLET BOX ¢ 1/4 MIRROR DRYER VENT BOX- ¢ zo CENTER SIDEWAYS - ATTACH PER MFR. En- cn IN BACKSPLASH 0 0 INSTRUCTIONS z cn w 1/2" RECESS DRYER VENT BOX- O ov LU c FOR MI R ATTACH PER MFR. Manuel Gonzalez,AIA Ci W �-1 0 2X4 HALF WALL " INSTRUCTIONS AR 96730 p z °D 2 MIRROR TRIM P.T. SILL PLATE 04 P.T. SILL PLATE Sang-Yub Lee, PE U_ o "' (IF SLAB ON GRADE) - 72328 t- (IF SLAB ON GRADE) 0- o CABINET w w m VAN TY MIRROR INSTALLATION INSTRUCTIONS: co ■ N M w 0 1. IRROR TO BE GLUED TO WALL A D SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL �,, a w w ■ T77\X o0w cd J F- = m 2. A BATHROOMS WITH MIRRORS O ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: ¢ C1 z CORNER. (MIRROR TRIM V I.BE INS ALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, O o a LU NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. w 8 0 J > z 3 PONNSTALLATIODFWOODTRIM EMOVIREMOVABLIE.L.IP ERIIZWIRRORS GLUED ■ 0 > 0 COUNTERTOP CANTILEVERS MORE THAN 10 SN ■ � °° > w o BE ORIREMOVINO►LLCLIPS)ANDINST LLWOODTRIMATPERIMETEWOODTRIMSHOULOBE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM o S LU cn 0 12' /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ¢ ■ w z U KITCHEN HALF WALL DETAIL INT-2 MkSTER BATH MIR OR WOOD TRIM DETAIL (,--NT-3 DRYER VENT BOX FOR DRYER ONLY aW w z INT-1J o w co D8 SCALE: 1/2" - 1'-0" (INT-1) D8 SCA E: 1/2" = V-0" (INT-1) D8 SCALE: 1/2" - 1'-0" (INT-3) w z A cr w z o z TILE OR STONE ON 1/211 COMPARE � a LU z w HARDI BACKER BOARD MANUFACTURERS - ¢ OVEW4" EXT. PLYWOOD DIM OF TUB & = 0 90 a o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION a ■ O = z ¢¢ TO CONTRACT SPECIFICATIONS) OLCL.. ■ N N p 0 w WALL TILE a J REFER TO FLOOR PLAN, VARIES - SEE PLA 0 M ; U o` VARIES BY MODEL LU 0 ;Z 2X BLOCKING BETWEEN 1 ROW OF TIL ;: w U o STUDS (3 WALLS) ' oo � Z 2X4@16O.C. w w VINYL LINER (3 WALLS) EXTENDED 5" o COIL SHELF � LU z E m UP WALLS oc O (1) CERAMIC CORNER — z SHELF AT 48" A.F.F. 2X4 LEDGER � C60 o z FLOOR TILE � W ¢ 100% SILICONE SEALANT BETWEEN u.. a = 11J TILE BACKER AND WET BED oLU r- aw oc N N DROP INT ICA-4 0 z > �; a 2" SHOWER DRAINm ,� FLOOR TILE 2-2X4 THRESHOLD ,� �' + 2X4 CRIPPLES LU o ¢ FLOODSTOP • • " ,,_, o = � WUj � • • F- o .• • • .•. • •: .• • .•. • - • • • • • • .• • . .• :. .- • . TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER ..� z o THRESHOLD-, WHEN IN CONTACT TUB AS REQ. BY Q <C z Q WALL TILE W/CONC. MANUFACTURER'S. Z LU — Nc-�- Z - Z CL o cl ADJUSTABLE GAUGE COAT WETBED PLA `may 0 , -`� ofp zLUU-i a O SHOWER DRAiN LINER SET IN SEALANT @IN ` LU w >- U „ FR-33 DROP TUB DETAIL L� CO 2 SHOWER DRAIN FLANGE OVER ROOFING FELT _ z cn NOTE: .� D8 - _ � m � � o � " RADIUS MARBLE SHELVES WILL SCALE: 3/4" - 1' 0" (FR�33) ¢ _ Z NOTE ED IN LIEU OF CERAMIC WHEN MARBLE EXACT IZE ANDN SHAPE ESORIES. REFER TO S SHOWER ELEVATION �P w z BE USED / WELL A PLUMBING CC m °D MARBLE TILE OPTIONS ARE SELECTED. ARCH CTURAL PLANS BY MODEL. rj oU) JWSHOWERON FRAMED FLOOR _ STANDARD SH WER SHELF LOCATION �-�� ��-° 0 w o ¢ = INT-4 � INT END POST TIED INTO FLOOR � w a `!' oo D8 SCALE: 3/4" = 1'-0" (INT-4) SCALE: 1I2" = 1'-0" (INT-5) JOIST BELOW EXTEND TOco I o w > Z BOTTOM OF FLOOR JOI >L ZOo � c � CO w = END POST TO PENETI�i4�' ' ° C) � Z U � - o w SUBFLOOR. Uj CO Uj =� w0 Z w FACE NAIL END POST m a z BLOCKING. w ¢ w 2x BLOCKING BETWEEN , z z @ z FLOOR TRUSS AGAIN wC' � ¢ U) � � � END POS CL o = z SUB FLOO ,�'' . ' ':/ ,-'' '� LU (' Z ' ice' / /i�' ' .01 T LU O O .41 Q = ioe � i (� w F- /moi i^\ � ' .41 ��•\ / ,/ ii ZLL_O W 0 / / /moi /moi /moi' / \\\\ � '�i N. le ool t� Z o Z iceloll ' - '' ^''// '' i �'' v' Z Q z U / / '` \\ '/ / / I� Lr) ¢ w Cn w ' i� ' 0 ice% / \�\\\/CL U.1 / // ' *- W Q / //� /moi icy/�i ua w Mm FLOOR TRUSS. NAILS(TYP) ,--a w LL w ¢ ol .: .. W cn ry z w � o UU o Cn �-- c:1 can- w !0 ¢ www C) U T IS PLAN MUST BE cn = F-- ZZZZ 00 Q- Q C;w SITE FOR Q cnswm LU w m o = c„ C INSPECTION _ co .o -� oma _ Uj w m w FR-34 HALF WALL TIE-I N DETAIL LU �--Lij o z J U Q � I— Cn z o o Dg N.T.S. (FR-34) ¢ UI— O SEPTAL NUMBER 1014.1