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1877 ATLANTIC BEACH DR - ARCH DWG'S-.-) a Lxw cc z co Wo W Q 1-4 aW.ct�Q z O W Q W Co LU F_0 D�- Qo= 2n r- LU o J W Z owo Wo (n- Q Q �z FW- _ o d V W Q vvi'''i Q LU cl- LU2 ne o >- V) Z w Q � Q W V- J ce o C)LLj C.J W m w U 2 Q o a z L a w w m _z viz CeV) LU LU f-- 0_ mQ> J o � � Q �O LU 0 0 v 0 W w V aD 0 ce 0 a Q LU0 ca U o�z zcnO�7 LCUOw � z m W zs W cn W W.M`ZI=- U) �0-`nm AcG W z o o W o Z--: O L3ur F_ z W i~ W wU z z = z Uj __j LU ao=z Ce U, p ,o w cc[[ IW-VoCw a�Q tV-+ to W t=— Q o w ABBREVIATION LIST AbbreV. n Description Abbrev. Descriptiontion Akbrev. Description tion # NUMBER F.P. FIREPLACE PIT. LD. POINT LOAD & AND FRT. FRONT eWPr. POWDER -UAL - E Q FT. FEET LW.: PLYWOOD @ AT FTG. FOOTI G SHAKE SIDING CF.O.M. A/ .AIR CONDITIONING F.O. FACE 0 MASONRY R RISER ABV. ABOVE BRICK A5.82 INTERIOR WALL . (NON-BEARING)0 IRA RETURN AIR ADJ. ADJUSTABLE GAL GALLON - D. RADIUS A.F. ABOVE FLOOR G.A. GAUGE!EF. A7.82 _R1 REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR INF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT` INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS A.O. ROUGH OPENING ALUM.: ALUMINUM G.W.B. ; GYPSUM WALL BOARD Q D. RE Q UIRED ASCE 7- 10 6TH EDITION 2017 C7 W 0 Ln z A_N SH ROD & SHELF B.B. . BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. R BOARD HB HOSE BIBS B 18/-.18 VIE F.B.C. 6TH EDITION 201 ( F.B.C. 6TH EDITION 201 c B.F.F.BELOW FINISHED FLOOR HD. HDR. / HEADER SF / S . FT. Q -SQUARE FEET BOTT. BOTTOM . HGT/ HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST SH. SHELF 10 INSUL INSULATION SHWR. SHOWER CALC . CALCULATIONS INT. INTERIOR SL.'` SLIDER C.J. CONTROL JOINT T.L.O. IN LIEU OF _ PECS SPECS SPECIFICATIONS S S CL £ENTER LINEv 22 _S.P.F;-," SPRUCE PINE FIR CLG CEILING KS KNEE SPACE S.PRG,,PTL, SPRING POINT CMU CONCRETE MASONRY UNIT 31 Sd STANDARD C.O. CLEAN OUT L LONG - STEEL COL. COLUMN LAV LAVATORY -STU7 STORE ` STORAGE COMP. COMPRESSOR LDRY LAUNDRY - 41 CONC. CONCRETE LIN LINEN T TOP CONT, CONTINUOUS LT LAUNDRY TUB TONGUE &GROOVE PBC.PALM BEACH 80 CR$.ARI ..FRED DB. DOOR BELL M.B. MASTER BATH THK THICK DBL. DOUBLE MAX MAXIMUM T. 0. TOP OF DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABI NET` T.0 .B B TOP OFB OND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER IRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. ' TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. HOUR .MILES ER OU J _ U.N.O. UNLESS NOTED OTHERWISE DS. DOWNSPOUT' MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW' DISHWASHER N.T.S. NOT T 0 0 SCALE VERT VERTICAL DWG. DG DRAWING V.T.R. VENT THROUGH ROOF UG O.A. OVERALL E E EGRESS O.C. N 0 CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. WA EACH Y OPT: OPTION(AL) OPTION AL W.C. WATER CLOSET. EL. - ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN' CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUAREFOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. IFLOOR I P.R. POWDER ROOM FND. IFOUNDATION I P.T. PRESSURE TREATED TE ARE FOOTAGE N TE sQuNOTES GRAPHICS LEGEND - PARTIAL SECTION DETAIL # DRAWING # 1714 SECOND FLOOR INTERIOR ELEVATION DETAIL # DRAWING # 10 - COVERED ENTRY / --- DETAIL # DRAWING # DETAIL # DRAWING # GARAGE(s) 577 BALCONY CEILING HEIGHT CHANGE TOTAL 4368 FOUNDATION PLAN NOTES, SCHEDULES,&DETAILS CENTER LINE C) rn FL -MR SPANISH TILE a - ELEVATION MARKER FIRST FLOOR PLAN SHAKE SIDING SECOND FLOOR PLAN LAB RECESS CESS A3N FLOOR PLAN NOTES SCHEDULES &'DETAILS SIDING FRAME BEARING WALL EXTERIOR E BRICK A5.82 INTERIOR WALL . (NON-BEARING)0 E 0 00 .:.:.. .:: STUCCO FINISH Lrl d ..j CMU MASONRY WALL EXTERIOR ELEVATION DETAILS - EARTH EXTERIOR ELEVATION DETAILS GABLE END WALL E, SEMONS INSULATION SU A7.82 FRAMED KNEEWALL - - - DECORATIVE STONE LIJ F_ w Uj DROPPED SOFFIT LU O PRE -CAST LINTEL/ HEADER FLOOR DIFFUSER LAYOUT DESIGN CRITERIA TWO STORY. FIRST FLOOR 0 FRAME SINGLE FAMILY RESIDENCE.. GROUP R 3 SECOND FLOOR .B FRAME BUILDING TYPE.V_ LAYOU E .82 RISK CATEGORY, II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED N. ASCE 7- 10 6TH EDITION 2017 C7 W 0 Ln z A_N ETAILS F,B.C. 6TH EDITION 201 RESIDENTIALTI UL M E DESIGN D AT N WIND SPEED _ 130 MPH F.B.C.6TH EDITION (201 MECHANICAL NOMINAL DESIGN WIND SPEED 101 MPH F.B.C. 6TH EDITION 201 FAC. 6TH EDITION (2D17) CONSERVATION PLUMBING ENERGY EXPOSURE: BUILDING INTERNAL PRESSURE COEF.: B 18/-.18 VIE F.B.C. 6TH EDITION 201 ( F.B.C. 6TH EDITION 201 c ) FUEL GAS ) ACCESSIBILITY FOR WINDOWS. DOORS SEE. FLOOR WINDOWS/DOORS, PLAN FORA AL PRESSURES: CTU .RES X I1V. NATION.AL ELECTRI CODE c2014)cNFPA 70 ) FEMA RULES &REGULATIONS N.F P.A. 1012014 AS E 7-10: MINIMUM DESIGN LAD C LOADS THIS DRAWING AND DESIGN IS VALIDFOR 12 MONTHS AFTER THE DATE ITIS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID ARE FOOTAGE N TE sQuNOTES AREA CALCULATIONSS .F. FIRST FLOOR 1714 SECOND FLOOR 1596 TOTAL LIVING AREA33 10 NOTES COVERED ENTRY 64 COVERED LANAI 349 GARAGE(s) 577 BALCONY 68 TOTAL 4368 LIST OF'DRAWINGS January 19, 2018 ` F FLG COASTAL ELEVATION C1 ICOVER SHEET - Index of Drawings GN1 IGENERAL NOTES 4 � w Ovan G. Drummond, AIA FOUNDATTO Manuel Gonzalez, AIA AR 96730 Al.82 FO NDATION PLAN Sang Yub Lee, PE A1.N FOUNDATION PLAN NOTES, SCHEDULES,&DETAILS C) rn FL -MR C) � a - A2.82 FIRST FLOOR PLAN A3.82 SECOND FLOOR PLAN - A3N FLOOR PLAN NOTES SCHEDULES &'DETAILS U_ 150 a1u �. EXTERIOR E rY 00 A5.82 FRONT & SIDE ELEVATIONS E 0 00 A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN Lrl d ..j A5.2.82 EXTERIOR ELEVATION DETAILS t° C) d - A5.3,82 EXTERIOR ELEVATION DETAILS E, SEMONS LL_ A7.82 IBUILDING SECTIONS LU ce_ LU F-1 ce- LIJ F_ w Uj LU O =1 8 'FIRST FLOOR DIFFUSER LAYOUT Z LLA z M282 ISECOND FLOOR DIFUSSER LAYOUT U) tt cle-c .. �.w V LAYOU E .82 FIRST FLOOR ELECTRICAL LAYOUT N SECOND FLOOR ELECTRICAL LAYOUT LU Q oC N O Z_ N C7 W 0 Ln z A_N ETAILS 761== - TANDARD NOTES & DETAILS LU D7 �` STANDARD NOTES -& DETAILS D8 STANDARD NOTES & DETAILS bg W w 0 SE ELEVATION ON ABBREVIATIONS WIR. FULL NAME ELEV. CODE MAN. MANOR LL+.�J 03 WIL. WILLIAMSBURG 07 _ PRO. PROVINCIAL 08 CHA_ CHATEAU09 VE ti Rr VERSAILLES 10 CLA r CLASSIC _18 MED. MEDITERRANEAN 19 TRA. ' TRADITIONAL 20 COU. COUNTRY MANOR 21 HER, HERITAGE 22 CMN'. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL.' SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN: RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC.PALM BEACH 80 CR$.ARI C BBEAN $1 CST. COASTAL 82 LU Q re W U Q W C0 U H z F- Q U 0 I ko Cn QD 110 Z o z 0 o' 2v- LU Q ?Q ¢ cg I~ z ,oc Cea I- Q_ W z WQP-4>- W W Wz a 0 ua � z o W OFFICE W Q W� . F i cn zo z c� REVIEW FOR, - COMPLIANCE w W CLT'Y OF ATLANTIC BEACH Q c. , 8.a�. � _._ : �as.T S F 0 R AC3lTIONA cn Q H RGt6 . �J6 Ai�D CONDITIONS W U CIE Q W m W v �E 2 z R� �t9Vl= �. DRY.. A DATE. �l � J J LL JOoIa W-' _:C V F— 0 TO E BEgr OF 1 Kli I•D I S DRAWING COMPUB WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CMMCA71ON BELOW. January 19, 2018 ` F FLG *onzl R 967a 4 � w Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang Yub Lee, PE 72328 C) rn LU C) � a - Ln 4-1 06 C kAN O� >00o - M 1- -1 U_ 150 a1u �. o rY 00 � ro 2n = _j E 0 00 E 'I' < Lrl d ..j O N V_ 14. .. � t° C) d - N L LL_ 0 LU ce_ LU F-1 ce- LIJ F_ w Uj LU O L J Z LLA F -.f ;$ 8 -- U) tt cle-c .. �.w V �n N LU J co LU Q oC N O Z_ N C7 W 0 Ln z Y L � C Uj LU LU U LU bg W w T� crf U) Cn LULIJU LL+.�J E a„I / L. 0 L.R..E co Uj U cry BF RIA , NUMBER i 017.0 1 z o z z o .. cn O � _ cwr)�O a sY C13 O W -j LL_ O LU �~ a Z OJ' w Q LU C13 O LU z = _ 0 LU LU z ©�0 w O LU = O a U awG wLU z V O Q ce w c 0 � a W- Z LUceLU �--. 0 o O _j J c H o LL_ aLU 0 0 —I U ce U C:) z Q w o z �w cece LU v � CC) z m .-.� z M ce Q w W w P �- O> -w W Q J � J C:) ~ `_ F- W U) LL. O o ce U O a D¢ O oG 02, LU m 0 Uj M �U))o(�0 LU m m w J w ¢ M 0 z =w cn LU U) OU)_w -;w w U F - w :� U) Qn_wop Lu z � OO en F„ LLJ z �zUv7 o w (n Ln w n z UO ww'p m Wz m o w vi Q F- W z Uj — 1< w U) < cn LU wM(no ce (J) (n ►-' ce V7 w z W o p w z p F -,U � Qppw � U s t-+ w E— z p w O cnz�L z C:) z z cn o zwQ "=per w w Q w LU o z w _ < C� Uj U_ zwo 9W > Ww w Cfi 1=- U Z L9 F- -(n W�Wm �oLU �� oWmw �.z -� o O'U- a U f- o MM] DRAWING COMES Wl7H 1HE APPUCABLE'MINIMM BOILDDR; CODE IN EFFECT AS OF DATE OF CERnRCATION BELOW. GENERAL NOTES DOORS:& WINDOWS PLUMBING NOTES 1c IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY ALL OOM R DO R OPERABLE FROM THE INSIDE WITHOUT THEACCORDANCE T0. NE ERECTION PROCEDURE BEDROOMS SQUIRE AN OUTSIDE WINDOW OR 0E THESE PLANS ARE DESIGNED IN WITH TH FLORIDA BUILDING CODE. PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL ANDENCE TO INSURE SEQU SAFETY OF THE WILD AND ITS COMPS PWCfSN NOT BE MORE THAN 44 OFF THE HEIGHT '& 5.7 SQ. FT., IN AREA. THE BOTTOM OF THE OPENING HALL I S n ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PR " / PREVENTERS AND BE MOUNTED 26 ABOVE DURING ERECTION. THIS;iNCLUDES BUT IS FL N NIM HALL BE PLACED HIGHER THAN 54 A.F.F. LIM TO THE ADD OF FLOOR AND 0 PART OF THE OPERATING MECHANISM S ` GRADE. WHATEVER TEMPORARY BRACING G UYS OR TI WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT WN' Y BE NECESSA GREATER 24 OR AN APPROVED FALL PREVENTION DEVICE PER 8616.2. DRAWINGS ARE DIAGRAMMATIC. I DONOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING AR 96730 EQUIPMENT, . Q a; THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. Sang-Yub Lee, PE ( ED TO CONFORM TO THE BLDG. WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURED `RESPECT SHOWER HEAD HEIGHT OF SHOWER HEAD AT MAT " SER BATH SHALL BE 7 4 t T i•1 E EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. .. CODE W / 0 MIN. E ERG NCY Q - ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND � HEIGHT OF SHOWER HEAD AT SECONDARY BATH S E 6 HALL B -10n w SHOWER ENCLOSURES AND WINDOWS LESS THAN 60 ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES STRUCTURAL DESIGN CRITERIA F TEMPERED SAFETY GLASS 'SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 BC 2411.1. 2 Q ALL WORK SHALL ` S L B E PERFORMED ED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND .S LIVE LOADS. ROOF 4 SINGLE' WING EXTERIOR I GARAGE T ° LIVING AREAS SHALL BE EQUIPPED WITH RIOR DOORS CONNECTING 0 Q -20 PSF REDUCIBLE - 'SOLI RESTRICTIONS HAVING JURISDICTION H 0 ON THIS PROJECT. I RESIDENTIAL FLOOR, UNLESS E INDICATED �PSSOLID WOOD DOORS NOT LESS THAN 1 sINCHES (35 MM) IN THICKNESS, DOR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1/ INCHES (35 MM) THICK, 0R 20 MINUTE FIRE -RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE BALCONIES DECKS / .,� 40 PSF n WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRESSURE Q , NOTIFIED OF Y DEVIATION F AN D AT ON ROM THE PLANS PRIOR TO CONSTRUCTION. STAIRS _r «r 40 PSF n " n ;„ TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1 4 DIA. x 31 2 TAPCON SCREWS 6 / / � _ PSF DRAWINGS SHALL NOT BE SCALED. ATTIC WITHOUT STORAGE10 FROM EACH END AND 12" ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W E C/C 0 / ATTIC WITH STORAGE a; PSF 2 ROWS OF 10d NAILS AT 10" C C. O / INSTALL SOFFITS PER FBCR R703.1.3 AND R616. HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONSUIRED AS REQUIRED). ( Q ) SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION' • :. EXTERIOR OPENINGS IN WIND BORNEDEBRIS REGIONS AS DEFINED BYTHE FLORIDA BUILDINGILDING CODE 3000 PSI J CONCRETE CONCRETE, UNLESS OTHERWISE NDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE REINFORCING. WELDED WIRE FABRIC SHALL C APPROVED NOA AND THE DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL RO EQ NFORM'TO ASTM A185 APPPREV AIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. I ALL REINFORCING BARS ASTM A615-60 60,000 PSI E ALL STIRRUPS AND TIES ASTM A615-60 0 000 PSI 6 5-60 6 , GYPSUM WALLBOARD POLYPROPYLENE OP LENS FIBERS FOR BS ON GRADE MINIMUM 1.5 LBS. OF ,. n n n n -�: PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE. 5/8 TYPE X GYP, BOARD ON ALL ' FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE (10 CONCRETE ASTM C9,0-01, STANDARD WEGI IT UNITS fm 1500 PSI MORTAR TYPES 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. -- l MASONRY CONCRETE GROUT 3000 PSI COATINUOR MASONRY INSPECTION IS REQUIRED LU UNITS. DURING' CONSTRUCTION HAR E BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. iUj STRUCTURAL A LL STRUCTURAL AND MISCELLANEOUS v S�E EL A36 36 000 PSI U.N.O SHOP AND FIELD U • STEEL.. WELDS. E70XX ELECTRODES A 4. - ENCL D ACCESSIBLE UNDER STAIRS HALL HAVE WALLS UNDER-STAIRSURFACE AND ANY BOLTS CAST IN CONCRETES. ASTM A36 OR ASTM A 307 CC SSIBLE SPACE U S S S �� SOFF PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. r WOOD BEAMS, RAFTERS JOIST PLATE : U.NO. NO. 2 SOUTHERN YELLOW PINE 19% M.C. ( ) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, _ EXTERIOR, or OSB t FLOOR SHEATHING: T&GA-C GROUP 1`APA RATED4$ 24 / ) GLASS BLOCK .^� WALL SHEATHING: PLYWOOD C-' C -D EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800p si AT 20 DAYS LU ' L-4 (V ; VERSA LAM BEAM. Fb 2900 PS -. ' OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. (2 . WOOD COLUMNS. PARALLAM 2.0E GLA BLOCK SHALL BEI ' ALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. U.N.O. SS IVST a L WOOD ROOFE D SIGN LOADS.. SHINGLE ROOF. TILE ROOF. BUILDING IDENTIFICATION LU LU TRUSSES:, TOP CHORD LIVE LOAD. ,. I� 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD. H R 10 PSF 20 PSF POSTfION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE 0 ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF z U STUCCO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF" ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO Uj LU SEE DRAWINGS FOR SPECIAL CC NCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT A5 PER SPECIFIED CODE DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. Ln LOAD BUT NOT EXCEEDING A AL DEAD LOAD. ` CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: - ' TRUSSES: DEAD LOAD. OUTDOOR KITCHENS 20 PSF ,l.- g ..� LIVE LOAD.:.: ALL CONSTRUCTION WITHIN n 40 PSF UCTI H 1V 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. I CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE TOTAL. 60 PSF FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR - GRILLS OR 000KTOPS. FOUNDATION/SITE PREPARATION: ' �; NCHORAGE r METAL AND WIRE LATH: 1. =ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SDIL BEARING PRESSURE OF 2,500 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORT SHALL S S A = FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED T0 A DRY DENSITY BE PLACED NOT MORE THAN 6` INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE �. - OF AT LEAST 98% OF THE MODIFIED MAXIMUM TIED"BETWEEN DRY DENSITY DETERMINED IN SETWEE SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE UIVALENT T SHALL BE TT D Q 2. THE OWNER SHALL RETAIN THE SERVICES OF AN I OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND DEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE - TO VERIFY SUCCESSFUL COMPLETION OF SITE PRE ATTACHED TO CEILING I R HER HORIZONTAL WOOD SUPPORTS WITH THE UIVALENT OF NO. ARATION EFFORTS. LOCATIONS JOISTS 0 OT Q y �„ FAILING TO MEET THE GEOTECHNICAL ENGINEERS n 11 GAUGE BARBED, 'GALVANIZED OR ED .NAILS 1 INCHES LONG HAVING A HEAD NOT LESS THAN REQUIREMENTS SHALL BE RECOMPACTED0 U � _C EQ 3 INCH`IN DIAMETER. Y8 ER. AND RETESTED AT THE CONTRACTOR S EXPENSE, A D AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE MIRRORS COMPACTION REQUIREMENTS HAVE BEEN MET SHA ' Q 1 BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS. MECHANICAL RESIDENTIAL AND ENERGY CONSERVATION SECTION 8318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT +4' -0" -ABOVE FLOOR. TERMITE PROTECTION SHALL BE PROVIDED BYGISTEREDT RM CDES, INCLUDING SOIL APPLIED ALL LINTERIOR &EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL. BE SECURELY FASTENED IN PLACE PESTICIDES BAITING SYSTEMS AND PESTICID - � S APPLIED TO WOOD OR OTHER APPROVED METHODS �WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. OF TERMITE PROTECTION LABELED FOR USE A P IEVENTIVE TREATMENT TO NEW CONSTRUCTIONSEE ( CONTRACTOR SHALLF T APPROVAL. PROVIDE SHOP 0 ALL OF HE ABOVE FOR AP RO AL. SECTION 202, REGISTERED TERMITICIDE . UPO }} I COMPLETION OF THE APPLICATION OF THE TERMITE T PROTECTIVE TREATMENT, A CERTIFICATE COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOT ES DEPARTMENT BY THE LICENSED PEST CONTROL C OMPANY THAT CONTAINS THE FOLLOWINGTATEMEN STATEMENT: THEW D GS ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN' ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TERMITES. TREATMENT IS IN ACCORDANCE WIT11 RULES 0 H AND LAWS ESTABLISHED BY THE FLORIDA T THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.„, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. 1 METHOD OF TREATMENT SHALL BE APPRO n n ED BY THE GOVERNING JURISDICTION 'LIQUID BORATE GROUND - FAULT GROUND FAULT CIRCUIT PROTECTION ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLET INSTALLED S, S S OR BORA-CARE” PRODUCT METHODS MU T BE DETERMINED AT PERMIT STAGE AND PRODUCT , OUTDOORS IN BATHROOMS & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. APPROVAL DATA MUST BE ON FILE WITH HE BUILDING DEPARTMENT. ' 2 PRESSURERETREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLTTYP E))TO PORTIONS OF WOOD ARE REQUIRED TO.B FIELD TREATED TO PREVENT INSECT INFESTATION: NON -SWITCHABLE KITCHEN AR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUITINTERRUPTER. SMOKE AND CARBON MONOXIDE P ONAL BORATE APPLIED TO ALL TIQ n n n DETECTORS SHALL BEPROVIDED VISIBLE W` ' ISIBLE POWER ON INDICATOR AND A TEST BUTTON WITH RAMS MEMBERS WITHIN, 24 A.F.F. W/ BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES`H THE SHALL BE 48 A.F.F. UNLESS OTHERWISE AND A MIN. OF 6 FROM EDGE OF OPENINGS. ,n ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREA M - S UST BE CIRCUITED. WITH AN ARC FAULT INTERRUPTER PER NEC 210.12. CONTRACTOR CTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. Q VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIRMENT MANUFACTURER SPECIFICATIONS. Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN, EVERY KITCHEN FAMILY ROOM, DINING OQ G ROOM, LIVING V NG ROOM, PARLOR, LIBRARY, DEN, 5UNROOM, BEDROOM RECREATION BATHROOM, ROOM,.BATHROOM AND I .GARAGE BASEMENT LAUNDRY OUTDOOR AREA,ALL i r _ _ - - 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. I _ Uj , Q OFFICE C' OIjY ac MM] DRAWING COMES Wl7H 1HE APPUCABLE'MINIMM BOILDDR; CODE IN EFFECT AS OF DATE OF CERnRCATION BELOW. -.Q r g 8 g "' tg Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 cr_0 01 w C) rn 00 0 Ln 46J 00 .� < d- � f V` C 0-1 > 00 tL ? 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 San9 -Yub Lee, PE 72328 W L.LC ON Uj 0 0000 UZ W_ 4 <n a . V! N �+ , c >,1h TL W �„ Ow ._ODo N1 It C J O M U- U LU Q LD: _z L :U. i a U aQ 00C U UA v1 C00 CO iz oQ ' ,d E N � J %0 C �- o ry a QLL Z 00 Q LL Z O s N M Z inc > 0 th ' c� w to � cn V) W � Q w 0 tJJ z 1- ¢ Z -� <C OO 2w LLJz Q O a `t rL w p j w. U O +Q �G N J 00 LU 0 N C% LU Z OLn 0 1 co 1 m o , ap z UU �J p � W N Z C* ZCLQ M ;2p U LU. < � co p z � o wz SERIAL NUMBER 1017.0 Z LL Q z z Q�tn O ~ W =va w LOw ce clJo Z i W d F- F - =:) z` = F- LU � � En 0 :> W � Q z Q U Uj V (n LU LU o W z z _ <C W �Q WL" OC� LL 0 aUj J VDC aC o0 Q o �; a O U u W Z ca '-'Zp z th Q W ceW ce W Q J D J a oLUU) Ln 0©cj-' a LU oC.-4� a O z _ ca Q Q U) Q.(. ¢_=ins mmW , J LU V)w Uj O Ln W Q En C7 'Ce LU z zp0� _. LU z LU y p[ce WQ m pC 0- W z Q Q � OUj " LU U W J Q W Ln Cn 'Z Z o yj LUUjo Q QUj z p w zLU C)Z-* �zoz 0 Q C) z W ,... W Q Uj W Q Z W LL z W o G ¢ LU zzz w Z LU cem LU oz= F-ce� Q 0 WM W - ;M I �=). moo LL- Q V !-- O SCALE: i/a" = V -o° coasraL STEMWALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, &DETAILS CAN BE FOUND ON THE A1.N SHEEP. 81.01• 26'-1011_ 21'-811 81-011 4'-811 1011 7'-2" 121-611 PROVIDE GAS LINE TO TANKLESS WATER 11 8 p s R d as HEATER A. $ ED Ovan G. Drummond, AIA AR 96399 - Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA li �� 2 $ 1 -611 41-611 � 11 1 Sang-Yub Lee, PE HB 'o 8 ❑ 000 ---- -- ----------- ---------------------------- -� ULU Gn�N C cc C> > '� ^o s d' o M U Uj � -i U CL a ` N � 0 2 LU to 00 LC pp w ra Ln I o F- I .-I E006, -ftN _ o 0 J to It 011 Q ON CL INNNNN GAS LINE TO COOKTOP LU Uj u u , =bol LU LU PROVIDE GAS PROVIDE ELECTRIC L 17--------=----�-i-------------�-------------------- I I LINE TO REAR LU Uj CHASE TO ISLAND I I i F- , r—I Q LU1-4� 0a11 _r-------__ --- -- -- LJ LJ I L L U � O U .�, co LU00N W � N O Z 1V w LnC:) LU L---------------- --- F_ ' C== ' - LU LU - °O LU LU 611 PLUMBING WAL ; ; ; SLOPE PAVERS 15'-9" 00Z ;a:� Z w 0 1/8" PER FOOT Tq ' ' ' ' H 0'-0° I UJaLU, 0 z LLJ ao ;T LU OL T.O. PAD. { J -.�_, SERIAL 1017.0 '. 1 i I I Cr I f -1 n -_ OO ---------- I L ] -1 On Ic ------ -J'° r ---------------J L------ --� - - - - - - - - - . - - _ - PAVERS a 1 M 5'-611 ,11.21 4" I . - 611 - - ao ol LU - ---- - - - - - - - - - 7 - 61-1011 Ln 1,_21 U) _ Ir -r, ------ ILJ ---------- C---=----- =--- ------i 00 (n NOTE: FIN. FLOOR TO BE 18" / 0,-011 TYR MIN. ABOVE CROWN OF ROAD > T.O PAD (TYP. OF 4) 71-311 FINISHED FLOOR GAS 0 -011 FIREPLACE ❑ i--- ----- --------t----- I --------- I ------------- �, I _� i I LJ I L o 13'-11" 1 0 I r----- 1 J L-----� i f^V , SLOPE SLAB @ 611 PLUMBING WALL, TYP. ao ; I; i i N 0 -16„ 1 1/8" PER FOOT UNO 0 l ' I WATER 13'-711 1 '-911i 200-' ------------ �z--�--®; �_� �_____ -------- -� SOFTENER LOOP i - 1 I I = rll_ ON , -== _=- I I --,,q--+�- .....--__:.� __ LL i p I _I -------------- R Im HB I I II II 4811 x 48” CONIC. PAD 10' 71.211 611.211 81.011 ol 691-211 SCALE: i/a" = V -o° coasraL STEMWALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, &DETAILS CAN BE FOUND ON THE A1.N SHEEP. TO THE BEST OF MY KNDWkEDGkTHED G TIM DRAWING CDMPUES WITH THE APPLICABLE MINWN BUILDING ODDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 19, 2018 8 p s R d as A. ED Ovan G. Drummond, AIA AR 96399 - Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 'o M 000 ULU Gn�N C cc C> > '� ^o s d' M U Uj � -i U CL a ` N � 0 2 LU to 00 LC pp w ra Ln o F- .-I E006, -ftN o 0 J to It Q ON CL INNNNN LU Uj LU LU LU , LU Uj r�J F- � 2r Q LU1-4� 0a11 Q I L L U � O U .�, LU00N W � N O Z 1V w LnC:) LU LU LU LU LU 00Z ;a:� Z w 0 Tq CL I U H UJaLU, 0 z LLJ LU 0 J -.�_, SERIAL 1017.0 '. z U_ 0 zz 0 ,cn p p ,_, w ° w IW—V�p I Uj Q U_ to Z o W W Hce cn z U_ rn to L o �--' w x SLAB LAYOUT NOTES PLAN VIEW ,-1 January 19, 2018 SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF F CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS z w 0 .-, ¢ cn 2 SECTION EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE wit- cn w 0 0 oc cn�z w 4 ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. �."" 1 � �� 1.N INDICATES DOOR OPENING SCALE . 3/4 1 0 SCALE . 3/8 - 1 -0 _ :w p p ,_, w ° w IW—V�p I Uj Q U_ to Z o W W Hce cn z U_ rn to L o �--' w x PLAN VIEW ,-1 January 19, 2018 a a z_ �-- OF F z w 0 .-, ¢ cn 2 SECTION GAR. DOOR O SAW CUT DETAIL wit- cn w 0 0 oc cn�z w 4 i FL 1. �."" 1 � �� 1.N z � ,-, w o >- w C► z SCALE . 3/4 1 0 SCALE . 3/8 - 1 -0 _ :w ua z �t m � z w w z v _ o w LL -1 a 6-4 M 0 ce W Ovan G. Drummond, AIA W �L�L a O w � ` u- Manuel Gonzalez, AIA zszo AR 96730 Javier Hernandez, AIA �z U. LU w�oGaD AR 98560 w �- Lee, PE a � b OFFICE Y pwoow O z J W ZJi..i J JLL_Jo0La- W LU ., ¢UF_o J C1 : 06 W s aC3 Z . 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SAWCUT x 1/4 OF z c I—_ t-- W ,� BRICK PAVERS AR. w w SLAB THICKNESS SS SEE d" M m �, z LU FIN, FLR. cn GARAGE FOUNDATION PLAN FOR LOCATION Ln O p¢ o w .> U F- to A '.. .. DOOR C z s p J � ¢ ._....�SLABz .` { dFF-=- _cn RECESS wcYH a UC7 awLU ¢ scn _ WALL PERcn cn w z aoc PLAN5a . p p ,_, w ° w IW—V�p I Uj Q U_ to Z o W W Hce cn z U_ rn to L - z O z � z O z cno PLAN VIEW ,-1 January 19, 2018 a a z_ �-- OF F z w 0 .-, ¢ cn 2 SECTION GAR. DOOR O SAW CUT DETAIL 0 oc cn�z w 4 i FL 1. �."" 1 � �� 1.N z � ,-, w o >- w C► z SCALE . 3/4 1 0 SCALE . 3/8 - 1 -0 _ :w ua z �t R, 73Eg w w z v _ o w LL -1 a 6-4 M 0 ce W Ovan G. Drummond, AIA W �L�L a : Manuel Gonzalez, AIA zszo AR 96730 Javier Hernandez, AIA �z U. LU w�oGaD AR 98560 p Z W H = cn Lee, PE a � b OFFICE Y pwoow ZJi..i J JLL_Jo0La- W LU ., ¢UF_o J - TO THE BEST OF O S DRAWING COMPILES WITH THE APPLICABLE MINIMUM BUIlDING CGDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 19, 2018 OF F R, 73Eg � d wg Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 } LU ., C) a% .--+ OUR C1 : 06 Z . V) N T Q ?_ L_ MV <K Q LLa C N p I 0 LU vi Do i C pp co < NM� E Q c;E d' U n JIt u C) 0 N ON cl- L Ljj ra� LU Lij i3LLj Ln LU 0 LU LLj F- Z F�0 0 - cs P� O ... j �� W U 7E N W J co LU � N o N w Z o Ln Y 2E o LU LU LU LU J Q LU 06 9cn LU J Lu U LU 0 z r -f Q Ly Z ' LU LU Uj CO LIJ Uj U ;0 rL_ rSERIAL NUMBED 1017. 0 P-4 . O - OIi vi 69 cn1 4 "'o _ z cn w 0 M ,„ M r n tr _ _ �./ 0 _ _ 1 >t' x T� /� � i 80 2b 10 218 80 48 Q w E�/ cC W ce-� P M E o N w T �a 0 72 A oC z , , 0 pJ w LL. 0 121-61f � w o �� -'I'` TANKLESS a, 3 10 S .` COL. TOP @ , o z Q 45If w ¢ � N GAS W.H. 8 8'-8'f A.F.F. 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N V o • -i M V Q _Q 2 Z L. --� i �U_ U as (L .� W to L C 000 00 � EO�Q E BJN tn Z: U n CD 0 rn a N INNNN 0 z co o o z 6-. S � ' W oC ¢� C9 �u W fL W O w LU Z 1— z f Z LLJ 0 z 0 -- cn F- 0 0 0 o 0-� a � ¢ a O' a w o w F. w DC WGO w'QQ' cc N T-1 C7Z W N Ul z � , o m co o 0 to 00Z z a O ro oc Q _ U)Q W. o� ca L c=n z SERIAL NUMBER 1017.0 V f Z U... - p z o 691-211 (!i I t, , p 1_ n Z (n 1 n I_ n ,_, w. _ 6 10 21-8 8 -0 4 $ o _ 8D U') w 0 a LO" 7'-2" CC LYZ J O W J , „ U- 0 121-611 TANKLESS W II 11 , n p 10 SQ. COL, TOP @ 4 -5 8 �►- � z GAS W.H. 0 1 .1 .� w ¢ 8 -8 A.F.F. TYP. 4 W _ , �. , 91-7" ryl� 11 O,f .41611 11_Q11 LU r-- o PLACES L l7 0 M F- HB c , p o LU 0 DBL. ' p O PROVIDE GAS = - - o LU .... OVEN � w z LINE: TO REAR ' •:;::;: - �. LU ,cn p ' GAS COOKTOP w o .. LINE OF SECOND FLOOR ABV , I O :•::•: �+- :. . °° -----— ----------- o w¢o _ -71,11-3d 41VERED 01 j w 6 o W w LANAI GOURMETSINK W DISP. I � _n - 0 lo ' -O" CLG. ,6161-411I, II _ w I KITCHEN - 4 10 o- DW 6 7I u_ -t l� w z I'_ n 4 -4+- 10 0 0 CLG. n p - 1BIT — -- �_--_ Z o > I O' > �" B - -- - - �"� - a- _ N LU .� DINING o - . z u, I O v o _ _ _ W m I co ROOM, 10'-0"I rr �r N p ,1, W oc II rI LU o I , CLG. ,. LU w w � n O OI 2X WALL TOP @ I _ J i .::: _ � 61.1. o n -It - F-- I w ► o0 z .... � NINE SEE ¢ ... ii II .REF. I I I I r OPE.. x- z 41 2 ROUGH' C) ... / III � �L .... - I SPACE _, 1 11 _ _ PANTR o ...: �r 1" I 11 '- " 13 -4 1-4 ... µ �+. _ ELEVATIONS 4 W I 161 4 ., II II - _ _ 10 -0 CLG :.;: ► I I I «+ _ -- - :. _ - FOR DETAILS O w I` to i n Ct �>_� M If ocl- Lz m �. 9 -0 FLAT I :; 10 v _ Ir.�. •::•t u.,ocn SOFFIT A F _ o ocUz I ,r, I< :. - V 1 n ,I pow A3.N _ 0 7 7 A _ 00 LU 6 = ,.., W — — I 11 II i 1 1 11 I L 0 - U LL lid o 0 18-10 31- - 3-11 211-21114 8 M 6-10 1 4-$ z _ A7.82 ,� r—, --- ---- O p 1 O z o o I _ I o —_ _ 1_ - A cn M - 1 - - MT _ _ .. 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I THREE C o vi MT \ / 'S W U) .. _ 11 1 _ _ W .. , d' lfl O 0 1 GARAGE I x ou')a= o ::: I z I 11 MUD ROOM 2 0 _ LU v �-- I cn Q z ,,, 9 O CLG. I/ \ r >-- I101 -011r 4 1 Q Lz m 12 CLG. o I0 - cc 1 ' n _ O _ U O , �c w I 2 4 i2x36 1 i— z o Com z LU I 1 ; o _ C) 0 0 1 ; cn o p I ATTIC LU BEDROOM 4 •c� z U N 1� IN 0 I , ACCESS , cn _ i' „ , O r., 10 0 CLG. cc w - o W z � , 6 _ J , M MU U) B 0 1 w _ I R u. i i II ►-- O 18 Cn p Z o0 W I J I _6 EADE ME H R 1 ,� .FRA 1 ,I LU 0 , 11 I I n I n ON I _ I' L9 MCI- _ _ _ 13 11 20 3 �--. 10 8 5 4 7 2 z t� �- OUT TO MATCH �' LU 6 ca p I i Ila- IDT ... I t m COLUMN WIDTH :::. I 12 p ¢ o :::. O --- TYP. •.:. _ WATER ..:. w cJ _ _ z SOFTENER LOOP M z I ..., 10 N .... , w C7 ::.. - cr W ;:: U) J) ::::: (1) W .. 0 A �u Cn D A 0 ¢\___40'-0"BATH 2 W z' 0 W p I CLG. LU = p 1 U a wUj p LL_ cn W TO THE BE9 Of W MM WE DESIGN DEPICTED ON M DRAWING COMPLIES W[,N THE APPLICABLE MINIMUM BUILDING - CODE IN EFFECT AS OF DAIS OF CERTIFICATION BELOW. z 0 _ 0 LU u' z w I 10 7'_2`1 2'-1011 14' -On 1 i 1 n 1 ,I 12 -8 181-11 I z _z O U) z O z a o U z o g1.OM 1 n 61-2 10 on o1 _ UJI 1_4r-- ¢ cn o Ir , 691-211 11 AR 967 1�w¢ z p >- - _ w _ p Ovan G. Drummond, AIA AR 96399 LU "" ¢ 6i.L, z �-- WI � V LL. w ( ^ u zw O Z b' p cn Cie w � v� I OFFW I Sang-Yub Lee, PE W 72328' ..L.1 i-- I VI—; Z (n L:LI .-" W p Z w FL OR PLAN FIRST O � LU kA 0 Ln '[� o� U � 1 it SCHEDULES, DETAILS COASTAL ADDITIONAL NOTES SCE U ,-., •L r-4 Lu cc _ p w m w z U i . 11 _ I, SCA LE . 1 4 - 1 0 HET. CAN BE FOUND ON THE A3SHEET. J ZJ Lt. IoOLL_ �[ L LJJ_ +° .N V) o -0 C)LU c 00 TO THE BE9 Of W MM WE DESIGN DEPICTED ON M DRAWING COMPLIES W[,N THE APPLICABLE MINIMUM BUILDING - CODE IN EFFECT AS OF DAIS OF CERTIFICATION BELOW. January 19, 2018 on AR 967 r A, ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328' ..L.1 C) M .-" - a 1 -Ln < a� LU kA u) N M , cu 0 ,-., •L r-4 _j L U_ U LU 0 �[ L LJJ_ +° V) o -0 C)LU c 00 L moi. cu i2 E c612 o E, "t < a. < 0 rq U J L^_ _j - < t.0 o ko N ' 0 Ln LU LLIU LnLU 6 H � F o C!) Q 0; W LijU I I N LU w J OO N o (D Z N Y � > Uj CA LU CZ) LU LU, Llj C I 3 l 6 L IZ M Vim./ 0 i� 91..1... LU LU LU �---. Ln FSERIAL NUMBER .1017.0 C. L _ O itV fd ,o. Q. m V 0 Z LL H O Z :Z o... Q. H �: - COMMUNITY DEVELOPMENT • w 64 6 O � _ 11 w�� APPROVED (n wO _ n , ,, , ,, - „ a cc 4 $ 439 71-311 a� 8.10.. �Z J O w q 10n 3 1-1011 51-811 10.2 8 1-101116 1-111 10117-2 0 11 10 v LU � Z I 0 w aC W m ju>H — — _ — — zaW> I I_Ii , F W in 0 42n WALL ROO II ` OG i oM i TEMP.GLASSA , STANDING ------ BOX OUT BEAM BELOW SOAKING TUB ENCLOSUREBOTTOMh o TO COLUMN oc WIDTH ON TUB DECK J w E OE O O ............. ................................................:......................................................:....:....... ............... UJ o _ ::.: SITTING" ,-� :.. ~ = V •iii O 11 a ::: � 3 5 •::�: = :::: I :: o LU Ce Ujo :.:: AREA 14 .�:. Z ::: _ - O 8 1 .. (� M LG. 1 4 BONUS `ROOM _ a iii 9 0 C _� , _ En _ _ o `91-011 a cn � ::: � 0 ...CLG. Ce n " I n , I _' oG Z I _ _ _ _ , H w 17 2 2 4 7 0 4 �., _ 0 0 - y~a (n — — _ — >- A7.82 d- I o - - - - — - - - - - - - Z _ *-+ z w _ - I I T., _IP F_ � ,, I 8CD - _ 7 I n _ I ds _ n o ( 1 Ci ,� N s MASTER 10 M 4 CUR LU LL J ,� ,o MASTER - :: LAT SOFFIT, J I, O �� ' ....; SO F F- Z a 4 H I BEDROOM = 1 10 _ l_ ,I >::i; _ 2 „ �- �. BATH - _ _ 8 11 :.:: t� cc I 9 -0 CLG. -� _� �_ I. SEE ELEVATIONS METAL ,� 9 0 CLG. RAILING W 7\ I COVERE s OR DETAILS / _ a- o w PICKETS 1 BALCONY .::: :::•: , o --� ., �_ �� K.S. o- ao �. a ,; 8 0 LAT v SPACED TO 1 9 0 CLG vat° war LINEN o - ,_, 13 (/) n W 11 ... .. r'iSi?iii?i{i{ii:•: :.......:¢iiiiili•4:4::i: .:ititi;:?:•ia�ii:•ii }} o z REJECT A 4 I i:•:: SOFFIT A F.F.FF cc v SLOPE 1 8 ._ �- — a � o SPHERE .s '_ "- 10'-8"T-3'-4 n_„a I 17 2 TYP. U N.0 12 1 n q PER FT. ) O _ n I n n _ 1 I it , o.................................LU _ a ac a. 10 2 _ A7,82 ...........................................::: 38 ,9 9 28 6 36/ 37 1311 oLL_ Ca 1� 21� As HALL _ TWO STORY ,zz II ,_„ - - - - - c D N. 9 0 CLG. 42 WALL - :::::-F��YEi L, _' 20'-4” CLG. LU M - --- 42" OPEN STAR RAILING �-- :. w: 10 — .... WPI K C ETS SPACED T cc z 0 .... R&SH - AHU 1 co 1 J REJECT A 4 0o d- S HERE TYP` _ 611 _ 10" co M 7'-2" ' COVERED I co ENTRY M 20 -4 .CLG. I ® " 42" HIGH GUARD RAIL W PICKETS P C S S ACED TO REJECT A`4" DIA. SPHERE CD IN 0% A - A7.82 W 00�- 0 - O a O ;;; , N Q1 ::•: , „ v .... ATTIC Flo ... - Q U_ ::: 42 HIGH _ M LU � :�:: CONT.. (n ACCESS 13 O 2 13 ... _ W.I.C. � LOFT WALL - - 91 -011 r -� HANDRAIL cc O H DRAT _ 0 J 1 u _ n _ ® AK O _ p O. L J n ,_ - _ 9 0 CLG. I _ 9 0 CLG. ca _ _ ,� H QC V, n 36 AB M _ I GG r �� o � , cG (n O 10S.DE � - -4 � TAIRS :. n ,,. Q CO US I 1 _ W C> M � 6 o N SING a I 0 .:: _ COLUMN. SEE O — I 31-1111 9;3 zELEVATION F R .... LA N. r � r i _S 0 a ... U I � O i:•i 1` n I I � � w P D,SPAC 10 x10 AIR10 c� 9 0 CLG. r � I � L. _ CO ... I DETAILS I-1- AFF N n :::--------------------- -� - F- o I C- a I- JUMPER U LU z cn = 6 .9�u6 �o I rii o DSL. R&SH (n OLn W c� N Q Z LU Z N :. n _ >- � ROOF .... _ ,, � I� � � � I �� n - :•:. CM w 10 6 - - _ - m _ :;:>: 2- 6 _ 2 4 3 0 10 7 0 1 7 2 5 ... - , GG _ BELOW ... J LO W _ M N O M ... z= M M 10 HALL I V W :.: < — - o PROVIDE DRIP PAN ,I 3 In tri ;:: 9 - CLG. 10- w . 10 UNDER WASHER , z :::. _ _ LU cC '� :::. _' :. a -NEN ' ROOF C7 Uj 00 CC W ... Z z o > :::. LLJs = BELOW 0 o .:.. BEDROOM 3 o N 1- u, C CHAS , .... 9 0 CLG. _ �G (n W Z O W - - - - w o 2-8n -BE 00M 2 _ ce _ 9'-0" CLG. N , n - I � L •--+ ' � LU 1_ n >. Soco I 3 0 N , 4 0 8 11 11 ao 0- L n W 4 .... N 14 - 6 0 � ... 14 I I .... 0 LU O z z _ :: . ED Jfk ..�y, W En_ Q z I O Q BATH 3Oa _ i F- e[ V ------ 9F 0n CLG L ------ cca�z o W Z w LU F- , U LU 1_ n I_ n �_ n � 0 2 10 -17 -0 8 9 Q _ 0I 71_211 O w F- U_ cn n n I n nCY) z o w 1 3 -10 3 -4 40 -5 '- " ,.., _ 0 7 3 8,40" l� cn w H wZ , L1_ Z O Z z o 'f' 641-611 d U) O a Z V cn ^ O � w 4 N a � Z OFFICE a Wiz �- (D 6-4 w z u, o a o �W� _ - 0 REVISION (n w m ,, BP # 91 t t 0 to I Q 3 o z 11' DATE 3 l (nSIGNED o SECOND FLOOR PLAN wopw M U _ - ► SCALE. 1 4 1 0 COASTAL J / J Z J �' J O w o W ¢URO J MM ,_, 13 (/) n W 11 ... .. r'iSi?iii?i{i{ii:•: :.......:¢iiiiili•4:4::i: .:ititi;:?:•ia�ii:•ii }} o z REJECT A 4 I i:•:: SOFFIT A F.F.FF cc v SLOPE 1 8 ._ �- — a � o SPHERE .s '_ "- 10'-8"T-3'-4 n_„a I 17 2 TYP. U N.0 12 1 n q PER FT. ) O _ n I n n _ 1 I it , o.................................LU _ a ac a. 10 2 _ A7,82 ...........................................::: 38 ,9 9 28 6 36/ 37 1311 oLL_ Ca 1� 21� As HALL _ TWO STORY ,zz II ,_„ - - - - - c D N. 9 0 CLG. 42 WALL - :::::-F��YEi L, _' 20'-4” CLG. LU M - --- 42" OPEN STAR RAILING �-- :. w: 10 — .... WPI K C ETS SPACED T cc z 0 .... R&SH - AHU 1 co 1 J REJECT A 4 0o d- S HERE TYP` _ 611 _ 10" co M 7'-2" ' COVERED I co ENTRY M 20 -4 .CLG. I ® " 42" HIGH GUARD RAIL W PICKETS P C S S ACED TO REJECT A`4" DIA. SPHERE CD IN 0% A - A7.82 W 00�- 0 - O a O ;;; , N Q1 ::•: , „ v .... ATTIC Flo ... - Q U_ ::: 42 HIGH _ M LU � :�:: CONT.. (n ACCESS 13 O 2 13 ... _ W.I.C. � LOFT WALL - - 91 -011 r -� HANDRAIL cc O H DRAT _ 0 J 1 u _ n _ ® AK O _ p O. L J n ,_ - _ 9 0 CLG. I _ 9 0 CLG. ca _ _ ,� H QC V, n 36 AB M _ I GG r �� o � , cG (n O 10S.DE � - -4 � TAIRS :. n ,,. Q CO US I 1 _ W C> M � 6 o N SING a I 0 .:: _ COLUMN. SEE O — I 31-1111 9;3 zELEVATION F R .... LA N. r � r i _S 0 a ... U I � O i:•i 1` n I I � � w P D,SPAC 10 x10 AIR10 c� 9 0 CLG. r � I � L. _ CO ... I DETAILS I-1- AFF N n :::--------------------- -� - F- o I C- a I- JUMPER U LU z cn = 6 .9�u6 �o I rii o DSL. R&SH (n OLn W c� N Q Z LU Z N :. n _ >- � ROOF .... _ ,, � I� � � � I �� n - :•:. CM w 10 6 - - _ - m _ :;:>: 2- 6 _ 2 4 3 0 10 7 0 1 7 2 5 ... - , GG _ BELOW ... J LO W _ M N O M ... z= M M 10 HALL I V W :.: < — - o PROVIDE DRIP PAN ,I 3 In tri ;:: 9 - CLG. 10- w . 10 UNDER WASHER , z :::. _ _ LU cC '� :::. _' :. a -NEN ' ROOF C7 Uj 00 CC W ... Z z o > :::. LLJs = BELOW 0 o .:.. BEDROOM 3 o N 1- u, C CHAS , .... 9 0 CLG. _ �G (n W Z O W - - - - w o 2-8n -BE 00M 2 _ ce _ 9'-0" CLG. N , n - I � L •--+ ' � LU 1_ n >. Soco I 3 0 N , 4 0 8 11 11 ao 0- L n W 4 .... N 14 - 6 0 � ... 14 I I .... 0 LU O z z _ :: . ED Jfk ..�y, W En_ Q z I O Q BATH 3Oa _ i F- e[ V ------ 9F 0n CLG L ------ cca�z o W Z w LU F- , U LU 1_ n I_ n �_ n � 0 2 10 -17 -0 8 9 Q _ 0I 71_211 O w F- U_ cn n n I n nCY) z o w 1 3 -10 3 -4 40 -5 '- " ,.., _ 0 7 3 8,40" l� cn w H wZ , L1_ Z O Z z o 'f' 641-611 d U) O a Z V cn ^ O � w 4 N a � Z OFFICE a Wiz �- (D 6-4 w z u, o a o �W� _ - 0 REVISION (n w m ,, BP # 91 t t 0 to I Q 3 o z 11' DATE 3 l (nSIGNED o SECOND FLOOR PLAN wopw M U _ - ► SCALE. 1 4 1 0 COASTAL J / J Z J �' J O w o W ¢URO J MM ® " 42" HIGH GUARD RAIL W PICKETS P C S S ACED TO REJECT A`4" DIA. SPHERE CD IN 0% A - A7.82 W 00�- 0 - O a O ;;; , N Q1 ::•: , „ v .... ATTIC Flo ... - Q U_ ::: 42 HIGH _ M LU � :�:: CONT.. (n ACCESS 13 O 2 13 ... _ W.I.C. � LOFT WALL - - 91 -011 r -� HANDRAIL cc O H DRAT _ 0 J 1 u _ n _ ® AK O _ p O. L J n ,_ - _ 9 0 CLG. I _ 9 0 CLG. ca _ _ ,� H QC V, n 36 AB M _ I GG r �� o � , cG (n O 10S.DE � - -4 � TAIRS :. n ,,. Q CO US I 1 _ W C> M � 6 o N SING a I 0 .:: _ COLUMN. SEE O — I 31-1111 9;3 zELEVATION F R .... LA N. r � r i _S 0 a ... U I � O i:•i 1` n I I � � w P D,SPAC 10 x10 AIR10 c� 9 0 CLG. r � I � L. _ CO ... I DETAILS I-1- AFF N n :::--------------------- -� - F- o I C- a I- JUMPER U LU z cn = 6 .9�u6 �o I rii o DSL. R&SH (n OLn W c� N Q Z LU Z N :. n _ >- � ROOF .... _ ,, � I� � � � I �� n - :•:. CM w 10 6 - - _ - m _ :;:>: 2- 6 _ 2 4 3 0 10 7 0 1 7 2 5 ... - , GG _ BELOW ... J LO W _ M N O M ... z= M M 10 HALL I V W :.: < — - o PROVIDE DRIP PAN ,I 3 In tri ;:: 9 - CLG. 10- w . 10 UNDER WASHER , z :::. _ _ LU cC '� :::. _' :. a -NEN ' ROOF C7 Uj 00 CC W ... Z z o > :::. LLJs = BELOW 0 o .:.. BEDROOM 3 o N 1- u, C CHAS , .... 9 0 CLG. _ �G (n W Z O W - - - - w o 2-8n -BE 00M 2 _ ce _ 9'-0" CLG. N , n - I � L •--+ ' � LU 1_ n >. Soco I 3 0 N , 4 0 8 11 11 ao 0- L n W 4 .... N 14 - 6 0 � ... 14 I I .... 0 LU O z z _ :: . ED Jfk ..�y, W En_ Q z I O Q BATH 3Oa _ i F- e[ V ------ 9F 0n CLG L ------ cca�z o W Z w LU F- , U LU 1_ n I_ n �_ n � 0 2 10 -17 -0 8 9 Q _ 0I 71_211 O w F- U_ cn n n I n nCY) z o w 1 3 -10 3 -4 40 -5 '- " ,.., _ 0 7 3 8,40" l� cn w H wZ , L1_ Z O Z z o 'f' 641-611 d U) O a Z V cn ^ O � w 4 N a � Z OFFICE a Wiz �- (D 6-4 w z u, o a o �W� _ - 0 REVISION (n w m ,, BP # 91 t t 0 to I Q 3 o z 11' DATE 3 l (nSIGNED o SECOND FLOOR PLAN wopw M U _ - ► SCALE. 1 4 1 0 COASTAL J / J Z J �' J O w o W ¢URO J ORAWlNG COl.!Iffi XS.i7NE ApPlTCA3lE MRUMUM BODODW CODE DI 11ITWASOF DAE OF CH *rATI MUM. March 26 2018 d 8 � 9673 �$ r D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang Yub Lee, PE t 72328 W/ 0L O 0 J 0 all 00 Q� T t.-� ¢, qt 00 V Z W cn r4> J r'°1 ^ M O G. OIn •LNC • J Q M O U. � W xZ 0- 4 Q 0015 U W� C00m O a� '0 n LL J L , O J E0 < to N 2 ¢ O, � J a J u kp O .j ON F- 0 0 z Z 00N o z M O Lno W ¢ > -I c� cc � w� bi— cc cn Uj u� LU Q 0 w z z ,� J 1-- b Z z Q b Lu o O a a EC O 0- [�C 3 0 ac w W G. 0 JIm 00 CJ cG N w Q c N W Z , p m CO o � � Z N a oc C) 00 rZ J Cn LL_ th cn o o W V ,' co Uj LU tn z SERIAL NUMBER 1017.0. mniee�roFNr m. DSI arowtr�, c�aNnDs MM mniee�roFNr m. DSI arowtr�, c�aNnDs zo 0 z tun) z w o -w ~O �aa� W=m, 4w'� J O 0 OG a o 0 w Q Wim � O of U, oo= a� 0 0 Lu 3 J W z O > O w o � o U3 ¢ z LLJ 3 0 V � z o¢ wiz � a N a w 000 W V- J H Z = 0 ¢ C7�GC W O a __jU 2 m Luz ¢ cca z O w cc oc �m �Zo ..o Z ww a 42" OPEN STAIR RAILING * 18 RISERS @ 7 5/8" O z w W/PICKETS SPACED TO . - 15 TREADS ma> REJECT CT A 4 SPHERE, TYP 2 LANDINGS J O J J (�EWINDOW TAG WINDOWS WINDOW CALL -OUT CH E.DU LE CST. W (% TYPE SIZE A SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW -E / EGRESS B SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" VINYL / LOW -E / EGRESS C SINGLE HUNG 2060 (2) 24 1/2" X 72 1/2" VINYL /LOW -E D FIXED GLASS 2814 32 1/2° X 16 1/2" VINYL / LOW -E 5 o N-cn " - F �� 24 1/2" X 48 1/2" VINYL / LOW -E / TEMPERED G S (2) 2'-8"X 6'-8" DIRECTION. INTERMEDIATE RAILS AND POSTS H SINGLE HUNG 2030O 24 1 2 2" X 36 1 2" / / VINYL/ LOW -E I FIXED 3050 �� 36 X 60 O ACTUAL STAIR K SINGLE HUNG 3060 0 o VINYL / LOW -E M FIXED 1630 18" X 36" VINYL LOW -E 12 HOLLOW CORE DOOR 2'-8" X 8'-0" 13 HOLLOW CORE DOOR 2'-8" X 6'-8" 14 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" 15 RISERS TO BE oc cn SLIDING GLASS DOOR ii TEMPERED 17 NOT USED 18 HOLLOW CORE BI=PASS DOOR 5'-0" X 8'-0" 19 HOLLOW CORE DOOR (2) 2'-4" X 6'-8" VERIFIED BY op CONTRACTOR O z IN THE FIELD. SECOND FINISHED FLOOR Z cw 0 ¢=cnz - m m w o o - 36" HIGH CONTINUOUS z = 0w - WOOD AND RAILING ��,Lcn O(na= 1" cz vvi ¢ g >- cc °° . ; - N ING - - FINISHED LANDI - - NG" FLOOR 0ocWz , p :3:U)Oo 1c]� w - w Z tLJ � I TREAD cU)ww i H RISER `^ t=—ZV = 1 I u (�EWINDOW TAG WINDOWS WINDOW CALL -OUT CH E.DU LE CST. LOCATION TYPE SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW -E / EGRESS B SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" VINYL / LOW -E / EGRESS C SINGLE HUNG 2060 (2) 24 1/2" X 72 1/2" VINYL /LOW -E D FIXED GLASS 2814 32 1/2° X 16 1/2" VINYL / LOW -E 5 G 0 " - F SINGLE HUNG 2040 24 1/2" X 48 1/2" VINYL / LOW -E / TEMPERED G S (2) 2'-8"X 6'-8" DIRECTION. INTERMEDIATE RAILS AND POSTS H SINGLE HUNG 2030O 24 1 2 2" X 36 1 2" / / VINYL/ LOW -E I FIXED 3050 �� 36 X 60 - VINYL LOW -E K SINGLE HUNG 3060 36 1/2n X 72 1/2n VINYL / LOW -E M FIXED 1630 18" X 36" VINYL LOW -E (;=DOOR TAG DOOR DOOR CALL -OUT SCHEDULE LOCATION STAIR RAILING A N D SIZE REMARKS GUARD RAILING NOTE THERMA TRU INSULATED ENTRY�� DOOR �� 31-011 X 81-011 STAIR RAILING AND STAIR GUARD RAILING 2 DOOR SHALL BE CONSTRUCTED TO WITHSTAND A SOLID WOOD NOT LESS THAN 1 -3/811 - -3/8"OR20 MINUTE FIRE -RATED OR SELF-CLOSING HARDWARE 3 CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY O.H. METAL GARAGE G DOOR 16'-0" X 7'-0" DIRECTION. IT MUST ALSO WITHSTAND A 5 HOLLOW CORE DOOR1_ UNIFORM LOAD, NOT CONCURRENTLY WITH THE 6 CONCENTRATED LOAD, OF 50 POUNDS PER 1_ 11 11 _ 20X68 LINEAR FOOT APPLIED ALONG THE RAIL IN ANY HOLLOW CORE FRENCH DOOR (2) 2'-8"X 6'-8" DIRECTION. INTERMEDIATE RAILS AND POSTS 8 HOLLOW CORE DOOR (IN -FILL) SHALL WITHSTAND A HORIZONTAL 9 LOAD OF 200 POUNDS APPLIED AGAINST ANY ` (2) 21-611X 81-011 ONE SQUARE FOOT AREA, NOT CONCURRENTLY HOLLOW CORE DOOR 2'-611 X.61-811 WITH OTHER LOADS. 11 HOLLOW CORE DOOR (;=DOOR TAG DOOR DOOR CALL -OUT SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA TRU INSULATED ENTRY�� DOOR �� 31-011 X 81-011 W/ 2-12" SIDELITES / TEMPERED DESIGNER DOOR 2 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1 -3/811 - -3/8"OR20 MINUTE FIRE -RATED OR SELF-CLOSING HARDWARE 3 NOT USED O.H. METAL GARAGE G DOOR 16'-0" X 7'-0" NON INSULATED, RAISED: PANEL 5 HOLLOW CORE DOOR1_ 11 1_ 1 6X611 8 6 HOLLOW 0 LOW CORE DOOR 1_ 11 11 _ 20X68 7 HOLLOW CORE FRENCH DOOR (2) 2'-8"X 6'-8" TEMPERED 8 HOLLOW CORE DOOR 2'-4" X 6'-8" 9 HOLLOW CORE DOOR ` (2) 21-611X 81-011 10 HOLLOW CORE DOOR 2'-611 X.61-811 11 HOLLOW CORE DOOR 2'-6" X 81-0" 12 HOLLOW CORE DOOR 2'-8" X 8'-0" 13 HOLLOW CORE DOOR 2'-8" X 6'-8" 14 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" 15 NOT USED 16 SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED 17 NOT USED 18 HOLLOW CORE BI=PASS DOOR 5'-0" X 8'-0" 19 HOLLOW CORE DOOR (2) 2'-4" X 6'-8" INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING@ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 �- - mW cL o ---- INISH FLOOR oc z • . . 0 ¢ W 0 w.... ,.+. w . > v T - CARRIAGE- LP) F" "' = v ,HRUST BI OCK iz AILS Q cnw�-• J ¢ R 0 w ceu)u) wW z Q O p E W 1 STAIR -� o � SECTION SCALE: 1 4" 1�_0 �� COASTAL � V)_ �.N / �� w = O NZF—cc M zpz"- zo .�z 0 o oz , --i auiv,'� <oz� t-aw¢ z > O � wo�> X w o -z < W �i z 0 W LL z UJ � OFFICE OC Nd W W U- m T V I 3 Z D z W N Noo= REVISION w,., BP# aeSIt otU o COm1 DATE ...,..1 JOOLL. SIGNED ¢VHO - J I i _ s ELEVATION N NOTES O PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR >3 DECORATIVEELEMENTS. TYPICAL UNLESS NOTED C> OTHERWISE c° 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING ROOF PER TO EACH ELEVATION CONTRACT O CORAL LIGHT OR EQUAL PRE -FINISHED Q METAL ROOF 2 FOAM APPLICATIONS SHALL BE INSTALLED AS PER 6 A5.2.82 MANUFACTURER SPECS. U.N.O. 4 ,- PRE CAST STONE APPLICATI0NS, SHALL BE STONE 5.2.8 A5.2.82 l z v_ , RY INC, OR EQUAL, AND 0 4. CAST FROM FOAM FACTO Q � , o SECOND FLOOR M CON L00 PLATE HT. z INSTALLED AS PER MANUFACTURER SPECS o .� SHALL WRAP ALL OPENINGS + ., cn TRIM: WORK FINISHES S L I , oc z cn ,,, 5. EXTENDING S AT LEA T INTO THE UNDERSIDE OF THE _ o _ wOPENING c.n o � 4 w cc � a RAILINGS METAL WORK IN INTERIOR AND EXTERIOR m m m TY � Z J I , W 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON o J � FLASHING 44 .� ALUMINUM In I— o - A w FLASHING v THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS _ ► � w ¢ 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE LU , ( l ARCHITECT DESIGNER M - --- �-- - — I HEEL AT DINING � THE .BUILDER SHALL BE RESPONSIBLE. TO SET A MEETING _ _ _ _ _ _ _ _ _ _ 0 0 = --- - I 2ND FIN. FLR. IN M _ ,_ WITH THE SUB CONTRACTOR /MANUFACTURER AND .. _ _ CKET z N I WHICH ALL M - - - 8. THE ARCHITECT/DESIGNER ER N oho � _ I__............ _... Mme- u., PLATE HT. d- RDINATED - - -- -- - -- - -- -- > � cn ARCHITECTURAL APPLICATIONS WILL BE C00 c * w z �, - --- :- AT DINING o > o PRIOR TO INSTALLATION c" o AND APPROVED PR S .--- .. w � 5 - _. w 0 �- ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ,.� ............ cn o 9. 5.2.8 HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. LU z LU o (5.1 _ ck�WZ 0 5.2.8 ' o r-+ Uj o n � (J) 51 2 CORNER MM z U!V LU iT y LU E V E l ¢ TRIM BAND TYP. 1 OPMENT P %f o Ip o �i o W �Y - w V .J. .. ......................_ .._:._.... ..... i_0 M FINISHED FLOOR z , _.... .. � __._:_.W �:_.:. _._.�:: _. :�.._.......:.. � � 0 0 FINISHED cc FLOOR U_ L 77.. 00 --� m 11 3 W_p to 7 �vz_ A5.3.82 A5.2.82 ¢ Ie 05.2.8 0 o v, zL,, ¢ oc caLU - °° -`.O 0 U IV w I.0 caw n ' _ T _ n o SCALE: 1/4 1 0 COASTAL z JZ J I-L- �oo TO THE BE K DEP TED ON M DRAWING COMMIES WITH THE APMICABIE MINIMUM IWING CODE IN EFFECT AS OF DATE OF CERVICATION BELOW. PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS ASPHALT SHINGLE. ROOFING TO THE BE K DEP TED ON M DRAWING COMMIES WITH THE APMICABIE MINIMUM IWING CODE IN EFFECT AS OF DATE OF CERVICATION BELOW. January 19, 2018 0� s AR 967 .° 10 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C1 rn p F_ ca F- Z' T 00 i ° V7 N cu 1 w�s iLU > 0 0 o0 o d aNd- M U L ¢ a v o a LU to 00 L c 00 • -- EOE E d- J , r4 .J. C) v Q C) C14 CL H LL_ CD cm, LLJ UJI LLj LU 0 LU L cy o LU W U LULUN r-�J 00 N V' LU Z Q Ln Z � , �L p LLJ I 3 3 3� i � U) O 3� LU 0 n F-' • -L. CL Uj L zLU LU LU 1 LL_ € II SERIAL NUMBER 1017.0. CONTRACT zU- 0 z zo Q t,•l Cnc3rT---------------------------------_.---- ---- p (n LU , LU oc �-- 2ND FLOOR to O -- -- - -- -- -- -- -- -- -- - - I „ i °C PLATE HEIGHT ---------- oG W m ; LL- C) ,N_, ' o I- I I . _ , W or- .......... .... ... _.._ , M CLCIL 0 Z j�.,Q = , I 3.12.. I LUx ............................................. .................. 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NET FREE VENTILATING AREA REQUIRED 9.01 FBECALCULATED BCR 806.2 EXC. 2; PERMITS ROOF VENTILATING' AREA TO o' AT 1' 300 PROVIDED THAT 40 50% OF T/ HE ED VENTILATION IS PROVIDE D BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION.BY EAVE OR CORNICE VENTS. LV i wl W m U z 0 C) - - cn TY �- _ m z V Q c.n _ s 0' w z `" n 2:w _ -- v)w� z c LU x z c,, C) FLASHING—, -L -- LU t— L Gp a7 I , oG Z 1 0 Q Ln, LU 0 I W ., :>U A5.2.82 I G i 2ND FIN. FLOOR � . LU \ - Q i c+H� x _ P 1 a o � zo - - - - - - - LATE. HT. .., o Be Ui (A _ (V < V' -- oC z .- W Z OW 0 5 W I x A5.2.82 c 0 - w I c i vv)w_ I LM�1 pu_cn}' ' LU I o - z o _ I: r ,-, M- �-, i 0 a I _' w o� 1- cc a. I o �' z u. _ c , t ,,_, 110 2 p z °o -1 I I A5.2.82 z cn co � _____� � rl Z w Q Ln Q cn o zU.j CIL W-01" FINISHEDFLOOR' LU 0 z Q LU - U- 1-4 z w F O LU U) C W oc 7 Q w s w x .� A5.2 .82 A5.2.82 . . ,- 5 3 8 As.2.82 I-- v C ENCLOSUREOFFICE zzzo c� F-- , z p --q .--� U') u,, cn `�m Q w ce ..o = to F-- LE �I` E LEV T .ION. w ow m w SCALE.. 1 4_ 1-0 COASTAL PROVIDE E RI DG E VENTS, T LL BROTHERS HERS P. M . z�wASPHALT _3 0 oU. TO VERIFY LOCATIONS E KN ,' IED V IC iNT DRAWING COMPILES WITH THE APPLICABLE MINIMUM BUILDING CODEIN EFFECT ASOF DATE OF CERTIFICATION BELOW,. January 19, 2018 � / Y S # 967 �£ � s Ovan G. Drummond, AIA AR 96399, Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj `j o 00 w 0al U=3 Ln 4-1 IT� ' � cn a� w= > 0 00 o 1 L,L.i _I vl ry Lu Ln 00 i c m (b t2 Ln O 00 I= < - ¢ E d' Q O N V J -jkD 0 %D �- O � N 6 I LU LU LU �o LU 1z Uj J Q KK z t --+t I Z s 0 o- p - qj W LU �-Uj - U 0 - iV LU J GO LU � Q ,--I N CD z N wO , Ln z � � -� LU LU.M LU a i W 0 cn LL - 0 O DC z c cn z O 00 �-- • Q j W w W Ln O LIJ L LLJQ w co �� S�RIAL NUMBER TO THE BESTOFW nTHE omotDEmcrEDoNTmis DRAWING COMMIES WITH THE AMICABLE MINIMUM BUILDING .. : CODE IN EFFECT AS OF DATE OF CERTUXAAON BELOW. Q January 19, 2018 C> U SHEATHING 2X6 W/ 2IF. - ROUND - INSULATION AS 11 M REQUIRED VENT @ 24 O.C. ROOF PE p Q _ CONTRA HEEL AT DINING .� WATER RESISTIVE. �" o ;;t BARRIER - FZ ' m (2 LAYERS REQUIRED) 3/8" CEMENTITIOUS STUD p / E– SOFFIT .; u ..: G O JOINT FLASHING _ _ _..: 1. 11 -3 0 y AS REQUIRED / 1 i q R 11 _ 1 6/ _ .:�: � , a �� ---1.11 _ , . :` METAL DRIP M NAIL PER D z TOP OF TRELLIS 11 MANUFACTURER p SPECIFICATIONS ; _ O r .. . 1X4 FASCIA z cn M Ovan G. Drummond AIA � ,�, e. ,� .; LAP SIDING O _ , WALL PER i 1 -4 AR 96399 LU I- II 2 cn. O � 2X6 RAFTER TAIL - ,: t Manuel Gonzalez, AIA CONCRETE F1 @ 1 4 >.: PLAN CL C13 AR 96730 IY z. _ _ FOUNDATIO 24 O.C. 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Drummond, AIA ' CD 00 Manuel Z_W AR 96730 N 00 Javier Hernandez, AIA po o AR 98560 Sang-Yub Lee, PE 72328 w U- --J _ a W ii tgO� LL - N 5/ LU J N ice d^ 5W " O -a LA 003 rr,, VN Z �4 J N C 0) ^ ft7 W =tA 0 r-1 ODC L N d- 0 -- W� -j q M U- v W O z Q O CC ZT /X/ SIDING U CL J p 0 a Z w L1. 2"X4" `r Q' cC � � 0 E Q i"x4" TRIM " 1/2 SHEATHING N U n V W m Zbo J va d' o rn N a O z (A Q IININN " " 1 4x4 WOOD 4"x4" POST _ 00O w� = w POST L11-, CAP ABOVE. rn _ 0 ch a t- } , Q Ce M w ao <C > O� INT. EXT. , " " 2 x4 Safi A cc W W Q LU (/) (n W g J 0 CeJ 0 cC V� EL M rn oz E-- � ib d Ce a9V "0 _ o ac� o. fV Ce W W CG H O zK'10]1**'�SERVICEERVI DETALLO_ i 0.2 CE NTERDETAI _ - LU my 5 _ _ ,, CALEI 1/2 1 0 5.3.82 ,,_ ,_„ SCALEI 1 2 -i 0 `A5. 3.82.- _ _ 0 0 FIN. FLR. .. ... — - - N W' p W Z (n to 0 0 Z V W O 0 Ln Y 7- Co W ?j m J p'Jw� p W Qp w co p!y Y o Z = p W' W V (n V ocn-jw z, �c LU H w En Q d m DC 0 Z C� ce W Z �>O co 0 �FR ENTRY DE F- _ W1/2"=V-0" �ZU� � Cn SCALE A5.3.82 �— LU 2: 2:Lu �. 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Drummond, AIA W W W ~ Q W AR 96399 Manuel Gonzalez, AIA Z U U - AR 96730 LU Hernandez, AIA CC a �-y � AR 98560 Sang-Yub Lee, PE' DC(n OG W w� Q= 72328 o , U Z,=ZO W (A 'q 00 D 1--' Q Wim 4zw, FIRST FLOOR DIFFUSER LAYOUT o - `rw SCALE. 1/4 - V-011 COASTAL 0 W m W U J Z J -j < Uf?ooLL. o z tZ w J M THE 657 OF'MYMMM, 7HE OESM DEPIaM ON nus DRAWWG CONK1E5 W1H THE MWAKE lMW4 WD= MW1N A=AS0fD=GFATiRn=TNHMM. March 26, 2018 OF g 96730$ D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE' 72328 W w0 -j (A 'q 00 D 1--' a 00{ �../ Z W Q to A 41 _ O W 00 O G. 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Lu 0 LU �rv^� { 3 I i 9 3 F 00 O Ce LLj y iS R ;III LL- Uj ME SERIAL NUMBER 1017.0 w o� z SECOND FLOOR DIFFUSER LAYOUT OU WU ,,a SCALE: 1/4" V-01' COASTAL 0 u,1 OL1 1 z � JZ_J _1 0 0 U- 0 z LU J 0 THE BFSr OF MY KWWLEDGE, THE DESIGN DEPICED, ON 7W DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF C13MFICATION.BELOW. January 19, 2018 4 � t �& appy 6` , QED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA' AR 98560 Sang-Yub Lee, PE 72328 Uj o LU ch _, ?--1o0 ® a' Ln0 It /'—� V Z=3 <cn N C LU >03 0 M 6 U- U®® < d a+ N 6 ' O ry Uj tJ'T 0 i coo w 1 Ln a SUN .J U r. mi II < go o %D N LL LL -71 fn En LLj ce LU LU LU } U-1 i LU O LU LU F- C> �c CL. LLJ W LU o O� N J 00 W � N O Z � LU Ln Y � O co LLJ ca C1 LLJ LU LU cx� r-21 3Z U1 O jj 1� Lij LLLL- N 000 o LLcifL o w 3 O Lu LU Uj L Lu , c R NUMBER MBE1017. 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Drummond AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 Sa.ng-Yub Lee, PE 72328 W O C11 LU 00 f-- o 0 a T =00 U Z Lu V N N C w CCvt O^ Q ?*�eq �.00 _j v M LL LV x LD Z' _j L u' U J a 00 V 0 N o a Co m� o JN E 0 N 4 1 TE J a 0 %D /J� V O z 00 z O c~n N ; c Z `_ ' LU > tu— LU W ¢0 w LU F_ z Z z 0 Z 0 to p o a � '°� a O w p I J 1-- "' V O CL N LU_ o w 0 Ln �L Co >m- co v o Z o U) O 00 Z � � Q rZ _ o� UUjH Q U o iw W m � 5E Vi __j W cn z SERIAL NUMBER 1017.0 THE MST OFNY101 OGE,..THE DESIGN DEPICTEDON THE - DRAWING CONN IS WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 19, 2018 t OF F0 �p 1 � � 1 %g ff { k 96A. b rq�z$ gED Ovan G. 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SINGLE RECEPTACLE d� DUPLEX RECEPTACLE U OF Fy 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE 220 VOLT SINGLE FLOOR RECEPTACLE DUPLEX FLOOR RECEPTACLE IILL^^� J Q LU (n Q wT V LU / ,��, O L� w V o LU Z w U p w U W H zO wT Uj F o Z O U- C) o ¢oto¢ tn�w¢, 1 -0 - LU o >- LU z ED W Z Q c� Ww z w o ; W Q w. v7�zo z i ,__, cn w w�ccm w o z i- SECOND FLOOR ELECTRICAL LAYOUT p_�„ U cri �* � � o 'OYFICE 0`0 c U 2 SCALE: 1 4" = i i-01 Uj C / COASTAL LOwmw J o O V - UJ Q U H O TOTHE BESTOFMY KNOWLEDGE, THE DESIGN DEC. THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUBDING. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 19, 2018 OF Fy 966`3 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA~ AR 96730 Javier Hernandez, AIA' AR 98560 Sang-Yub Lee, PE 72328 LU o M Ij ,-a 00 ¢ Ln 06 Z LU N cu Q Uj o >pp S2 o 0 ' fn V :fs U. 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SYSTEM OR APPROVED EQUAL SYSTEM oc z SYSTEM OR ROVED EQUAL S S R APPROVED EQUAL 5 S 0 Q ERMITE Q PROVIDE. OMT. LU z Q PROVIDE CONT. METAL T PROVIDE CONT. METAL TERMITE C METAL TERMITE O w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE o, i a . SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE UNDER SILLPLATE FLASHING FLASHING FLASHING w_0 FLASHING FINISHED BASE MOULDING FINISHED BASE MOLDING FINISHED BASE MOULDING FINISHED BASE MOULDING cn w i- MAIN FIN. FLOOR FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR o �. MAIN : - .. - , T LT T 1-011 w" Q <.. z o 6 ELEV 0ELEV 0 0 . ELEV 0 0 @a a = o ELEV. @ 0 -0 � . �� :. 4 � `� LL, : a... a � W LU F– ac u, oc � o o Z LU LL, z z W � .. O > o T_ o _ CAI I o c� O o I z � v � � _ _ I III III 1—I_I1—III , z V - _ - - O - .III Iil o o _ 0 o z t- — — i- I — n q — 'r L m n .. .. 4 CONIC SLAB W _ 4 CON ,SLAB W _ — 4 CONIC SLAB W o� �.. .. � _ III. 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II—II e I1 -1I a ° II -1 - 4 - III _ — —I_ III I —I — z � — III — � — 4 — — — — n >- — a — — REFER TO STRUCTURAL REFER TO STRUCTURAL - REFER TO STRUCTURAL LU - RAL a — � REFER TO STRUCTU Q LU � — Z w W , i I DRAWINGS FOR I i DRAWINGS FOR ( DRAWINGS FOR I— ¢ w J _ - w w z I I DRAWINGS FOR 0 W — _ _ - OARSE COUNT & _ _ _ L1J _ C COARSE COUNT & _ — - COARSE COUNT & — - _ M — M —I z _ �, �, III ICI III III _ ICI— o — I I (- w M III_ COARSE COUNT & � — — .�: — FOOTING SIZE — �: —�- FOOTING SIZE 4. — FOOTING SIZE � ,� — �, FOOTING SIZE — � — � � > . — _ � a — — cc . • • • • I I PROVIDED BY _ �, .: I I I PROVIDED BY _ �, � .PROVIDED BY C • I—I ( PROVIDED BY - .: ( ( ( OTHERS — OTHERS OTHERS 41a_ aTHERs --- —III— _ I i l I I I �--c�r — O I —r I I I I � cn 2 z z I� �I1— — — ► I IL ► I( ILII- Q LU ��m EXTERIOR ALL w EXTERIOR WALL oz w 0 0 3 SECTION WITH WINDOW 4 ¢ TWO-STORY 4 3 LTH WINDOW TWO WO -STORY Y WALL SECTIONWALL SECTION w��w SECTION W oWm _<c z ,F � IF 7 P J F „ D7 2'- �% _ _ �7 - SCALE. 3 4 - 1 -0 SCALE. 4 - .:� �-� �- SCALE. 3 4 _ 1 0 SCALE. 3/4 1 0 / 3/ 11-011 t7c _,o© �, _ i Z TO VE BEST OF I(NOWLEDGE, THE DESIGNC ON MS DRAWING COMPLIES WITH THE APPLICABLE MINMN BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. L AY11 9673, w Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o 0) Uj C) M 0 w Ln" 06 < uta U) N cn 00 oCL Caw 'LCj E Y Z s- U_ cl,N _ 0) C) LU 00 c ()o w M�. E L_ I E W ¢ �.: x Q O N V n mi ,.a _j < t o to d' ON N I LU cx_1 LU I Le LU Z- E i Ire V) U I LLJ- LU c LU J QUj U 2_1 Q F - I z Q O LU Uj U 0 LU E ,-� oc c� l W LU u o Y LU LU F. E E .< (j iuu Ic; cn LU I- 0 O �f n I LU o z L Qco UZ: I SERIAL NUMBER 1014.1 } OM SET MIRROR 3 U SET MIRROR 3 FR , - DRYER VENT TYPICAL ..:MIRROR VANITY 5 (TYPICAL) EN OFF BACK SPLASH FROM INSIDE CORNER GAS PIPE TYPICAL L - �,�,. FOR GAS DRYER ONLY - o _ --- -- -- - I ` m _ n � M 1t2 Ce = v i i oc o � DRYER VENT TYPICAL O U (TYPICAL) 1 COUNTERTOPS � o � a ,� m GAS PIPE TYPICAL _ cc (TYPICAL) 36 HIGH X � - � � �, �o FOR GAS DRYER ONLY _ (VANITY -5") MIRROR cnw o1 111 'cfl cn m 1� '!, z OUTLET BOX 1 4 MIRROR644/ DRYER VENT BOX_ ca_ NTER ATTACH PER MFR. CE SIDEWAYS z INSTRUCTIONS O cn IN BACKSPLASH ,r 0 0 D D 1 2 RECESS ;; _ cn oc � R VENT BOX - C> X - z cn DRYER O .--� w FOR MIRROR o = El ATTACH PER MFR: W�F-- �•, INSTRUCTIONS II cn �u O r a �, - = HAL O = 2X4 F WALL 1 M o P.T. SILL PLATE N P.T. SILL PLATE m 2 MIRROR TRIM oc ❑ ❑ _ w - IF SLAB ON GRADE ,-1 IF SLAB ON GRADE. O M ( ) ( ) v�F- w oI CABINET a z VANITY MIRROR INSTALLATION INSTRUCTIONS, i LU W m1 MR0 WITH PEDESTAL �- R RTO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS O HOLD SECURELY IN PLACE o z w 0 F- XRD DRYER ONLY INT 2 DETAIL .:. O L DETAIL MASTER BATH MIRROR TAI WOOD TRIM E(,NT�_3DRYERVENT BO w (,NT -1 KITCHEN EN HALF WALL n 1 n z _ - INT -1 II 1_ 11 (INT -3) U � �� 1 '�� (INT -1) D$ SCA�E. 1/2:...1 0 i ) D8 SCALE. 1 2 - 1 0 W O `� D8 SCALE: 1/2 = 1 -0 ( ) / ce M z W 11 a. o TILE OR STONE ON 1/2 COMPARE cn MANUFACTURER'S � w '- z HARDI BACKER BOARD MA CT z w 3 DIM OF TUB ¢- OVER /a EXT. PLYWOOD '- cc PUMP LOCATION - o ON 2X4 FRAMING. C) TOLL APPROVED TILE BACKER (REFER W, LL J TO CONTRACT SPECIFICATIONS) = z ac c� oc �F-co WALL TILE VARIES - SEE PLANS W REFER TO FLOOR PLAN, d O J U cn 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE wuz STUDS 3 WALLS) o 2X4 @ 161, O.C. Z W J it `S w CORNER SHELF °C VINYL LINER 3 WALLS EXTENDED 5 a VI ( ) o ,� w - .. CORNER c� U_ c 0 1 CERAMIC Ca UP WALLS ( ) z o 2X4 LEDGER z o SHELF AT 48 A.F.F. o >- �� FLOOR TILE cn ¢ 100% SILICONE SEALANT BETWEEN u. W BACKER AND WET BED O w ,-1 x 1gr V_ W- TILE x x DROP IN TUB ; _ �-- �• 4 0 >-. oc ¢ 2 SHOWER DRA11 2X4 RIPPLES LU FLOOR TILE m ¢ 2-2X4 THRESHOLD w O - �. J FLOODSTOP o . _ooh . ,� W ¢ 2X4 TO BE P.T. SUPPORT UNDER L cn .:.......•-.....n ......-. .. �.•.• .•-. TILE AT DOOR. ._.� «, oO`r' - TUB BY cc WHEN IN CONTACT U Q , � -_ THRESHOLD . _ -� , .. , o F. a WALL TILE c, MANUFACTURERS. cc cn � F- W/ CONC. W Q ti a ADJUSTABLE � GAUGE COAT WETBED PLA 6 E-- c- SHOWER DRAIN a o S 0 LINER ET IN SEALANT �; S d _ B _ o@ DROP IN TUDETAIL, I >-__ • , FR 33 m FLANGE OVER ROOFING FELT _ 2 .SHOWER DRAIN H (!) „ 1-011 - w z cn NOTE. 08 SCALE. 3/4 - 1(FR 33) O c_7 n n ELVES WILL IZE AND. SHAPE VA IBES BY MODEL NOTE: 3 4 X 9 RADIUS MARBLES EXACT z � OTE / � SHOWER ELEVATION' cn � WHEN MARBLE WELL A PLUMBING ACCESORIES. REFER TO LU BE USED IN LIEU OF CERAMIC W / � �- z F °I m �. w N BY MODEL. P m MARBLE TILE OPTIONS -ARE. SELECI�ED. ARCHi ECT PLANS �� 0 1 D J 5 W oo G z z I o cn 0 w cnw SHOWER X CURBW z¢_ (I—NT-4Vy�MED FLOOR rw_'5�STAN STANDARD SHOWER O WE R SHELF LOCATION -CATION END POST TIED INTO FLOOR �G O1 C � 1— -I JOIST BELOW EXTEND TO �- cn '�, , _ 11 _ 1_ 11 (INT 5) 'L S C6 11 _ _ INT 4) D _ 0 \ �c 0- D8 SCALE. 3 4 - 1 0 ( SCALE. 1/2 1 C6 / BOTTOM OF FLOOR JOISTS. W W Z O. I O cn o END POST TO PENETRATE F- w zUs SUBFLOOR. LU 21-1 S1* w to wn z r -w i w c� o FACE NAIL END POST TO s v �z LU � BLOCKING. LU 2x BLOCKING BETWEEN LU _ - cn ¢ FLOOR TRUSS AGAINST ND POST. LU z SUB FLOOR. / w Ln ¢ C1! LU Z-1 i G i i i W U = / r . . i / ♦\ ♦ / . i cn / y z e r. O \\ Z ►-y -. / / is i i � �J,i / i � O i / Z i i i i i F W ii i CL i / y / z NAILS. TYP / ( ) LU W n. zFLOOR TRUSS.. y LU ¢ U_ z W ,_.., w w Z V O Lu u1 0 $ ¢ WCD W F- C) Z cn z z; z tJ) w w��oo I U-1 Z ppyyyqq. ¢O7=5 � HALF WALL TIE(FR-34INDETAI L OFFICE tiOcCC W w m w D8z-,� FR -, N.T.S. 34 ) LU O O ( - i T7111106PWRIM)GET9611MMUSTRIs DRAINING COMPLIES YNIT11 THE APPLICABLE HININUM &AIDING CODE IN EFFECT AS OF DATE OF CERTIFICATION$ELOW. O 4t 4t . o©LULU 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE z = ¢ z CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) $ U-1 NOTE; BRACKETS REQUIRED IF A. -� W z ►1 3. UPON COUNTERTOP CANTILEVERS MORE THAN 10 ABLE CLIPS VERIFY MIRROR IS GLUED INSTALLATION OF WOOD TRIM,. REMOVE REMOVABLE O > o BEF RE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE AR 96730 W t 12" /- FROM TOP OF BACK SPLASHAND INSIDE WALL CORNERS. o z w 0 F- XRD DRYER ONLY INT 2 DETAIL .:. O L DETAIL MASTER BATH MIRROR TAI WOOD TRIM E(,NT�_3DRYERVENT BO w (,NT -1 KITCHEN EN HALF WALL n 1 n z _ - INT -1 II 1_ 11 (INT -3) U � �� 1 '�� (INT -1) D$ SCA�E. 1/2:...1 0 i ) D8 SCALE. 1 2 - 1 0 W O `� D8 SCALE: 1/2 = 1 -0 ( ) / ce M z W 11 a. o TILE OR STONE ON 1/2 COMPARE cn MANUFACTURER'S � w '- z HARDI BACKER BOARD MA CT z w 3 DIM OF TUB ¢- OVER /a EXT. PLYWOOD '- cc PUMP LOCATION - o ON 2X4 FRAMING. C) TOLL APPROVED TILE BACKER (REFER W, LL J TO CONTRACT SPECIFICATIONS) = z ac c� oc �F-co WALL TILE VARIES - SEE PLANS W REFER TO FLOOR PLAN, d O J U cn 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE wuz STUDS 3 WALLS) o 2X4 @ 161, O.C. Z W J it `S w CORNER SHELF °C VINYL LINER 3 WALLS EXTENDED 5 a VI ( ) o ,� w - .. CORNER c� U_ c 0 1 CERAMIC Ca UP WALLS ( ) z o 2X4 LEDGER z o SHELF AT 48 A.F.F. o >- �� FLOOR TILE cn ¢ 100% SILICONE SEALANT BETWEEN u. W BACKER AND WET BED O w ,-1 x 1gr V_ W- TILE x x DROP IN TUB ; _ �-- �• 4 0 >-. oc ¢ 2 SHOWER DRA11 2X4 RIPPLES LU FLOOR TILE m ¢ 2-2X4 THRESHOLD w O - �. J FLOODSTOP o . _ooh . ,� W ¢ 2X4 TO BE P.T. SUPPORT UNDER L cn .:.......•-.....n ......-. .. �.•.• .•-. TILE AT DOOR. ._.� «, oO`r' - TUB BY cc WHEN IN CONTACT U Q , � -_ THRESHOLD . _ -� , .. , o F. a WALL TILE c, MANUFACTURERS. cc cn � F- W/ CONC. W Q ti a ADJUSTABLE � GAUGE COAT WETBED PLA 6 E-- c- SHOWER DRAIN a o S 0 LINER ET IN SEALANT �; S d _ B _ o@ DROP IN TUDETAIL, I >-__ • , FR 33 m FLANGE OVER ROOFING FELT _ 2 .SHOWER DRAIN H (!) „ 1-011 - w z cn NOTE. 08 SCALE. 3/4 - 1(FR 33) O c_7 n n ELVES WILL IZE AND. 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TYP / ( ) LU W n. zFLOOR TRUSS.. y LU ¢ U_ z W ,_.., w w Z V O Lu u1 0 $ ¢ WCD W F- C) Z cn z z; z tJ) w w��oo I U-1 Z ppyyyqq. ¢O7=5 � HALF WALL TIE(FR-34INDETAI L OFFICE tiOcCC W w m w D8z-,� FR -, N.T.S. 34 ) LU O O ( - i T7111106PWRIM)GET9611MMUSTRIs DRAINING COMPLIES YNIT11 THE APPLICABLE HININUM &AIDING CODE IN EFFECT AS OF DATE OF CERTIFICATION$ELOW. OF �L $ R 9673 A. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 0 ON LU o 00 L d uz U N m *-1 o CL to w E • 1= 4 0 M- � U Z � c°°t 0- - o 0 - Lil toL ��o� C 00 0 (0 Ln E0't< <V cV h mi ._., ¢ to 0 ko d' 0 a N Q. I LL. LU cy-1 LU LU LLJ LU LU LU - QLLJQ �C 0 z Z CL n LU z w ' W Ui o g � LU Zr LLj (n H ` aC W ' 06 (n LLJ 0 z 00Uj p Q EE0 LU QLIJ LU SERIAL NUMBER 1014.1