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1644 MARITIME OAK DR - NEW HOME ARCH. DWG'SMAP SHOWING PL 0 T PLAN OF LOT 128 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-1.37 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO. TOLL BROTHERS, INC. --r- DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.30) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 439± SQ. FT. BACK 349± SQ. FT. P.C. Ll UJ f O p Q L'i W O O a W ^W00 oar L 0 T 1 2 70 CL 0 Ad N d 0 J '27'38"E 111.08' 1 NOTE: PROVIDE SILT FENCE AROUND PERIMETER OF LOT DIMENSIONS (SHOWN HEREON ARE PER FOUNDATInN PI AN LOT 128 rI MODEL "TERRANO" — — — - — — — — — — 6.8 0 8.0 6,010± SQ. FT. PROPOSED GAS v R/W 3261 SQ. LINE CONNECTION 13.6 ENTRY WALK ElW 49± SQ. Lli jj co ox w � PROPOSED SQ. 04 I ° �� CUSTOMER 55.12 FT. �- z C) COVERAGE RESIDENCE "TERRANO" FT. mI �a MODEL J~> cn x a Ln G_ W=43.67 o cV o v a m D=69.17' o M J a F.F.E.=(12.30) p I a 22.4' PROPOSED F.F.E.=(13.60) Z I �o L� 61.2' NOTE: PROVIDE SILT FENCE AROUND PERIMETER OF LOT DIMENSIONS (SHOWN HEREON ARE PER FOUNDATInN PI AN LOT 128 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 MODEL "TERRANO" LOT SIZE CHEMICAL 6,010± SQ. FT. DRIVEWAY T R/W 3261 SQ. FT. ENTRY WALK ElW 49± SQ. FT. APPROXIMA - SIDEWALK 221± SQ. FT, RIGHT -OF- AY LENGTH 55.12 FT. TOTAL IMPERVIOUS COVERAGE 3,010± SQ. FT. 50% TOTAL EASEMENT AREA 427± SQ. FT. 5' B.R.L. R.1- ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 -JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS N0. 3857 CHEMICAL COV. COVERED F.F.E. r FINISH FLOOR ELEVATION A/C TOILET z- 5 - - AIR CONDITIONER FND• FOUND ESMT - EASEMENT I.D. - IDENTIFICATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW LAY DOWN CONC - CONCRETE JEA - JACKSONVILLE ELECTRIC MON. - MONUMENT AUTHORITY ElW o J I a AREA ALL via 3I AMERICAN A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE RADT3.R.L. - BUILDING RESTRICTION } I SURVEYORS (CALC.) - CALCULATED F•P•&L•- FLORIDA POWER do LIGHT a z l DUMPSTER 8.1 O m w (R) = RADIAL UNE DATUM P - CENTER LINE NAVD - NORTH AMERICAN VERTICAL ;n o R/W - RKO T -OF -WAY' DATUM —x— - FENCE P.I. - POINT OF INTERSECTION _ 9 EOW - EDGE OF WATER (W) - WITNESS TOB = TOP OF BANK •Z DATE 06-05-18 fLOR A GISTERED S VEYOR AWMAPPER V) F. B. X DR. BY BRB DIR. P:\2018\84277-164337-plotplan nRnFR un 164337 86977 12.1 22.4' Y } aLd aW c�a _ :3 c p (>(�J,I p. m o I lb Cff a_m L) N89 -27'38"W 107.47' L 0 T 1 2 9 N3' — co 21.0��—L PAD 10'x10' JEA EQUIPMENT EASEMENT p�4) APPROVED , a A. A '/do' BUILDERS ENDORSEMENT SIGNED: NAME: DATE: �F.- ,W Z m U NOTE: BUILDER TO MAINTAIN 3.0' BETWEEN A/C PAD AND PROPERTY LINE, TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 5,583 ACRES= 5,583/43,560 0.13 ACRESx40=REQUIRED TREE INCHES 5.2 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH NO MORE THAN 50% OF THE SAME SPECIES. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 -JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS N0. 3857 L_ egend COV. COVERED F.F.E. r FINISH FLOOR ELEVATION A/C z- 5 - - AIR CONDITIONER FND• FOUND ESMT - EASEMENT I.D. - IDENTIFICATION SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW —4 CONC - CONCRETE JEA - JACKSONVILLE ELECTRIC MON. - MONUMENT AUTHORITY BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY - I.P. - IRON PIPE P.T..= POINT OF TANGENCY I.R. =IRON ROD P.C.P. - PERMANENT CONTROL POINT ALL 0 - DELTA ANGLE P•C• - POINT OF CURVE CH CHORD P.R.C. - POINT OF REVERSE CURVE AMERICAN A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE RADT3.R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (CALC.) - CALCULATED F•P•&L•- FLORIDA POWER do LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, (D) =DEED (TYPJ - TYPICAL P) = PLAT NGVD - NATIONAL GEODETIC VERTICAL (7 MICHAEL A. GARRETT, No. 6643 INC. (R) = RADIAL UNE DATUM P - CENTER LINE NAVD - NORTH AMERICAN VERTICAL SCALE 1 "-20' ky R/W - RKO T -OF -WAY' DATUM —x— - FENCE P.I. - POINT OF INTERSECTION _ 9 EOW - EDGE OF WATER (W) - WITNESS TOB = TOP OF BANK •Z DATE 06-05-18 fLOR A GISTERED S VEYOR AWMAPPER _-8 F. B. X DR. BY BRB DIR. P:\2018\84277-164337-plotplan nRnFR un 164337 86977 � MAP SHOWING PLOT PLAN OF LOT 128 AS SHOWN ON MAP OF OFFICE COPY ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUt/AL COUNTY, FLA. CERTIFIED TO; TOLL BROTHERS, INC. DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (12.30) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 439± SQ. FT. BACK 349± SQ. FT. P. C COVERED I ¢ I- z wLi ESM' EASEMENT CONC CONCRETE O L 0 T 1 2 7 ui c w LO DELTA ANGLE � � S89'27'38"E N � o W r l '— zIN CALC.) - CALCULATED �I LL N ►—>_ m o O (N Ove ra 0 M J � o(-) ¢ TOILET O I vW WITNESS 0 O Z I '00 J. 0 U �o ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 439± SQ. FT. BACK 349± SQ. FT. P. C NOTE: PROVIDE SILT FENCE AROUND PERIMETER OF LOT DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN — LOT 128 LOT SIZE DRIVEWAY TOI R/W EN -R— Y WALK, APPROXIMATE SIDEWALK RIGHT-OF–WAY LENGTH TOTAL IMPERVIOUS COVERAGE TOTAL EASEMENT AREA Legend �f COV. COVERED FNO. ¢ I- z wLi ESM' EASEMENT CONC CONCRETE �w L 0 T 1 2 7 IRON PIPE I �w IRON ROD A DELTA ANGLE CH S89'27'38"E 111.08' = ARC LENGTH R RADIUS CALC.) - CALCULATED (0) LFi Lri P Vy I R 26'8 �, CHEMICAL - CENTER LINE R/W PROPOSED GAS TOILET FENCE (W) WITNESS LINE CONNECTION 13.6 X � c LAY DOWN AREA I Ua¢ 3 PROPOSED a I CUSTOMER &� I DUMPSTER I Q RESIDENCE 8.1 a D Z m W � z M MODEL "TERRANO" ^ c6 I < W= 43.6 7' 12.7' 22.4' ' NOTE: PROVIDE SILT FENCE AROUND PERIMETER OF LOT DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN — LOT 128 LOT SIZE DRIVEWAY TOI R/W EN -R— Y WALK, APPROXIMATE SIDEWALK RIGHT-OF–WAY LENGTH TOTAL IMPERVIOUS COVERAGE TOTAL EASEMENT AREA Legend �f COV. COVERED FNO. FOUND ESM' EASEMENT CONC CONCRETE MON. MONUMENT I.P. IRON PIPE I.R. IRON ROD A DELTA ANGLE CH = CHORD A = ARC LENGTH R RADIUS CALC.) - CALCULATED (0) DEED P PLAT R = RADIAL LINE INC. - CENTER LINE R/W - RK>fT-OF-WAY —><— FENCE (W) WITNESS B. X MODEL "TERRANO" 6,010± SQ. FT. 326± SQ. FT. 49± SQ. FT. 221± SQ. FT. 55.12 FT. 3,010± SQ. FT. 50% 427± SQ. FT. D=69.17' F.F.E.=(12.30) PROPOSED F.F.E.=(13.60) 5' B.R.L. N89'27'38"W 107.47' L 0 T 1 2 9 Y } U_ wmz cn Q W d n W U ¢ W Ir ctf0 C' �k _ < nl o¢ 3'x3' —;±J 21'0' PAD -4 BUILDERS ENDORSEMENT SIGNED: NAME: DATE: 10'x10' JEA EQUIPMENT EASEMENT I U,e 001Z (L O U W Y Li a� o �uI o :D O z a C) Z) ' U NOTE: BUILDER TO MAINTAIN 3.0' BETWEEN A/C PAD AND PROPERTY LINE. TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 5,583 ACRES= 5,583/43,560 0.13 ACRESx40=REQUIRED TREE INCHES 5.2 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH NO MORE THAN 50% OF THE SAME SPECIES. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 LL AMERICAN SURVEYORS OR FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA 32257 - 904/279-0088 -LICENSED LAND BUSINESS N0. 3857 F.F.E. .. FINISH FLOOR ELEVATION A/C = NR CONDITIONER I.D. IDENTIFICATION =5 JEA = JACKSONVILLE ELECTRIC _ AUTHORITY P.T. POINT OF TANGENCY —4 P.C.P. PERMANENT CONTROL POINT P•C• POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE ALL P.C.C. POINT OF COMPOUND CURVE AA/ALL B.R.L = BUILDING RESTRICTION F.P.&L= FLORIDA POWER & LIGHT SURV£YOBS (TYP,) = TYPICAL OF FLORIDA NGVD = NATIONAL GEODETIC VERTICAL DATUM INC. NAVD = NORTH AMERICAN VERTICAL DATUM P.I. POINT OF INTERSECTION EOW EDGE OF WATER �Z� _ 9 91 ros =TOP of BANK fLO"A GISTERED S VEYOR MAPPER I — OR. BY BRB SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY SCALE 1"=20" DATE 06-05-18 DIR. P:\2018\84277-164337—plotplan SURVEY NOT VALID UNLESS EMBOSSED BY SEAL JAMES D. HARRISON, JR., No. 2647 MICHAEL A. GARRETT, No. 6643 ORDER N0. 164337 FILE 84277 flr C) U 217 ry W CD- C) 0 a m F- O Z LL_ Hy O Z Q �O V V Z)LU O -T- Lu LU � cx�z0° o w J LL o � O CI - 0 o I w Q U_j U-1 ,t�o oo= z = F- ~ z LU LU z C) C) a] o opo z QO LU 0 wa V) LU C) W z Cl - LU =Q� �C,:f� LU O0 J =oa o �w p � J v af m � U z Q � a C) u7 acx�� Vw Z CL] z z Cx,a LU MXf mQ> J � J Q 0 (!) 6oCU) �Uo LUoa o� a o z LU co U) LU QLUc'-nz CID Co ,z J Z LU C) z = o w w� J w LU ;= Q��m c�afwz zo>� C) U-) C) g LU w cn (.r) Lu z L i= CO oQLLJo LU V LU z z = o U) J Q LU Q w U-) cl�LU C): ) n C) o � E -y LU agoLU z o w IzzzC) C:)V)z CX_ V) z0 o z z w � Q Q o cn ry, V a w a LULo:7- LU LL_ wLL_ zU�O QQ w oC�� D3 w QLLJ z o LDz LjLUL CD �C) Q�C� C) w Co L -i JZ _I LL I O O LL- Q V F- O ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER TOTAL EQUAL FT. FEET PLW. PLYWOOD_ @ AT FTG. FOOTING —� _ SHAKE SIDING A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE 72328 BRICK RA— _ RETURN AIR ADJ. ADJUSTABLE GAL _ GALLON CMU MASONRY WALL RADIUS A.F. ABOVE FLOOR G.A. GAUGE _RAD. REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD _ RQD. REQUIRED M2.82 SECOND FLOOR DIFUSSER LAYOUT F.B.C. 6TH EDITION 20 R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB B B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET _ BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST MANOR SH. SHELF WIL, Z_ ; INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. I_N LI_EU OF SPECS_ SPECIFICATIONS —� CL CENTER LINE CLA, S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT TRADITIONAL z STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN_ LAV LAVATORYSTOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY _ CONC. CONCRETE LIN LINEN — T TOP _ CONT. CONTINUOUS LT LAUNDRY TUB T&G _ TONGUE & GROOVE DB. DOOR BELL M.B. MASTER BATH TEMP. THK. TEMPERED THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABIN ET T.0-43. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM IYP. TYPICAL DIM. DIMENSION MIRR. MIRROR CARIBBEAN DN DR. DOWN DOORM.P.H. MLDG. MOLDING MILES PER HOU UC U.N.O. UNDER COUNTER UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL _ DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. _ EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL, ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRA D 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 SQ JARE FOOT_ W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQ ARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR, FLOOR P.R. POWDER ROOM_ FND. IFOUNDATION P.T. PRESSURE TREA ED SQUARE FOOTAGE NOTES GRAPHICS LEGEND S. F. - PARTIAL SECTION TOTAL LIVING AREA � INTERIOR ELEVATION DETAIL # DRAWING # DETAIL # DRAWING # 64 COVERED LANAI 349 �� _ / DETAIL # DRAWING # DETAIL # DRAWING # 68 CEILING HEIGHT CHANGE TOTAL 47124 SQ. FT. C� CENTER LINE QED SPANISH TILE OIL- ELEVATION MARKER A2,82 _ SHAKE SIDING AR 96730 SLAB RECESS Javier Hernandez, AIA SECOND FLOOR PLAN SIDING 0 FRAME BEARING WALL FLOOR PLAN NOTES, SCHEDULES, & DETAILS 72328 BRICK O INTERIOR WALL (NON-BEARING) EXTER R ELEVATION � STUCCO FINISH Lly\ CMU MASONRY WALL U Z LLJ Q � A5.1.82 EARTH � GABLE END WALL FRAMED KNEEWALL DROPPED SOFFIT DESIGN CRITERIA INSULATION DECORATIVE STONE IPRE-CAST LINTEL/ HEADER � 0 u TWO STORY: FIRST FLOOR -FRAME SINGLE FAMILY RESIDENCE: a 6o a GROUP R3 SECOND FLOOR -FRAME BUILDING TYPE: E IO_N V - B A7.82 a ,j J Q RISK CATEGORY: _j J < II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) M2.82 SECOND FLOOR DIFUSSER LAYOUT F.B.C. 6TH EDITION 20 7 ESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (20 7) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (20 -EDITION 7) PLUMBING EXPOSURE: B (2017) F CONSERVATION F.B.C. 6TH EDITION (20 �iY 7) FUEL GAS ENCLOSED BUILDING PRESSURE COEF.: FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: +,i8/ -.i8 VIE. X m F.B.C. 6TH EDITION (20 7) ACCESSIBILITY NATIONAL ELECTRIC CODE (2014) (NEPA 70) FEMA RULES &REGULATIONS NOTES & DETAILS N.F.P.A. 1012014 THIS DRAWING JASCE 7-10, MINIMUM DESIGN LOADS AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE ITIS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR SECOND FLOOR 1771 1447 TOTAL LIVING AREA 37218 SQ. FT. FLO ICOVER SHEET - Index of Drawings IGENERAL NOTES COVERED ENTRY 64 COVERED LANAI 349 GARAGE(s) 425 BALCONY 68 FOUNDATION PLAN TOTAL 47124 SQ. FT. W C.� Q W V / U U z U a W m U z i �00 O i X00 all 'Cr LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. COASTAL ELEVATION June 22, 2018 C1 GN1 FLO ICOVER SHEET - Index of Drawings IGENERAL NOTES F U N DATI�IV PLAN A1.82 FOUNDATION PLAN A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS QED FLOOR LAN AR 96399 A2,82 _ FIRST FLOOR PLAN AR 96730 A3.82 Javier Hernandez, AIA SECOND FLOOR PLAN AR 98560 A3.N Sang-Yub Lee, PE FLOOR PLAN NOTES, SCHEDULES, & DETAILS 72328 W EXTER R ELEVATION LU A5.82 <c FRONT & SIDE ELEVATIONS U Z LLJ Q � A5.1.82 Lu CC REAR & SIDE ELEVATION, & ROOF SLOPE PLAN °� A5.2.82 EXTERIOR ELEVATION DETAILS u A5.3.82 L it i EXTERIOR ELEVATION DETAILS a 6o a W V) L 00 M Ln o© BUILD_I_ E IO_N -I A7.82 a ,j J Q BUILDING SECTIONS _j J < I'D o o ®°� N CL DIFFU _R LAYOUT __ _ M1.82 FIRST FLOOR DIFFUSER LAYOUT M2.82 SECOND FLOOR DIFUSSER LAYOUT z ELECTRICAL LAYOUT E1.82 z FIRST FLOOR ELECTRICAL LAYOUT E2.82 SECOND FLOOR ELECTRICAL LAYOUT LU cx w AN R� DETAIL1 D3 STANDARD NOTES & DETAILS D7 'STANDARD NOTES & DETAILS D8 ;STANDARD NOTES & DETAILS LU' HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL, Z_ ; WILLIAMSBURG H 07 PRO. oC PROVINCIAL 08 CHA. Q o CHATEAU � 09 VER, VERSAILLES _,s w 10 CLA, CLASSIC 18 MED, MEDITERRANEAN � 1 w 19 TRA. TRADITIONAL z 20 COU. COUNTRY MANOR N 21 HER. HERITAGE 22 CMN. CIMMARON ' 28 ^ MSN. MISSION 30 CFT. � : CRAFTSMAN L 31 SCL. SPANISH COLONIAL 32 BOR. - BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. LU Ucc VIENNA 41 TUS. � TUSCAN riER-IALNUMBER 1017.0 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 _._. CRB. CARIBBEAN 81 CST. COASTAL 82 W C.� Q W V / U U z U a W m U z i �00 O i X00 all 'Cr TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 FLO E i4 9673, QED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M LU o M 00 <c 00 ao U Z LLJ Q � N Lu CC N >�oa °� p�'RT a u r L it i Z U a ¢ a 6o a W V) L 00 M Ln o© O -I E � <c a ,j J Q N U _j J < I'D o o ®°� N CL z (D z � z LU cx w LU LU LU' �0�[ w Z_ ; Q H �' oC O a CIL-� w Q o ® 0 _,s w W J � 1 w N °o z ,-� O N vi o ' L LU � : UJ L W W LU >O LU Ucc LL_4 L. � riER-IALNUMBER 1017.0 m z LL- ~ O p z z Q�Ln z (n w O ~ _ LU r � a cc z m � LU J p OO alf a p z I w Q ca >> 3 LU F--10 =) w C) oz LU p � O J W Z O w C�--)� LU O �:::; (n p U -i Q Z � = O LU (_jcwnQ LU a Lu a O LU z z = Q w p Lu O J = z Q O O U_ C) a J V p[ m �(iz Q a 0 O Ln Q � LU V u w Z Co ~ z p � � Q LU w = a O>- w Cy Q > O J J � J Q OO p U) O cn (n O J O U) a O a O z = Co O H p (n p(wO(U-)7 Q n z mmw� J LU p Q p �UU) O (n LU LU U2 CO (7ar-wZ z O > 3: O 2 Z LU z O U)CwDUjO I=-zw� p Q > O LU z z = p z W nQ¢ LU wp(n00 O w z w p LU _ Q p w (n w l— z O w 7;- U_ O Z O Ln �- Ln O Z w O Q Q O z Ln a w Lu p z w w Z Q w w z w O Ln aLU w�U_ z = Z O F_ ~ z LU Lf) m pzLU Ln O =)Qtj0� LU w CO w C1 Z J � JZJL_ J O O w 0 GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDD G AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMIT D TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE STRENGTH @ 28 DAYS REINFORCING CONCRETE MASONRY UNITS: CONCRETE UNLESS OTHERWISE INDICTED 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS 0 GRADE MINIMUM 1.5 LBS. OF 60 PSF FIBERS PER CUBIC YARD ASTM C90-01, STANDARD WEIGHT UN S, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUC US MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION t , STRUCTURAL ALL STRUCTURAL AND MISCELLANEOU STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOL S CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N. . NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTE IOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.0 ) WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVE�JTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1) METHOD OF TREATMENT SHALL BE APPROVED OR BORA-CARE" PRODUCT METHODS MUST BE APPROVAL DATA MUST BE ON FILE WITH THE I 2) PRESSURE TREATED LUMBER THAT HAS BEEN PORTIONS OF WOOD ARE REQUIRED TO BE FIE OPTIONAL BORATE APPLIED TO ALL FRAM THE GOVERNING JURISDICTION "LIQUID BORATE TERMINED AT PERMIT STAGE AND PRODUCT LDING DEPARTMENT. OR DRILLED THAT EXPOSES UNTREATED TREATED TO PREVENT INSECT INFESTATION. MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT., IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312,2,1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 18 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE, CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/ INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. U XI A r NInTCC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A,C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V,A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4,6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. CUn%AICD UCAn HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY Q DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE \ COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. z ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL, CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE Q KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND \ FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE Z "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 W CONTRACTOR 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/ EQUIPMENT MANUFACTURER SPECIFICATIONS. Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Q IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. Q Z TRUSSES: DEAD LOAD: 20 PSF CODE IN EFFECT AS Of DATE OF CERTIFICATION BROW. LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: OrI F + t , 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL B RING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE 'OMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ED AP- ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR ERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER Manuel Gonzalez, AIA TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AR 98560 AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN B RING CAPACITY, AND THAT THE W COMPACTION REQUIREMENTS HAVE BEEN MET SHALL I ADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVE�JTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1) METHOD OF TREATMENT SHALL BE APPROVED OR BORA-CARE" PRODUCT METHODS MUST BE APPROVAL DATA MUST BE ON FILE WITH THE I 2) PRESSURE TREATED LUMBER THAT HAS BEEN PORTIONS OF WOOD ARE REQUIRED TO BE FIE OPTIONAL BORATE APPLIED TO ALL FRAM THE GOVERNING JURISDICTION "LIQUID BORATE TERMINED AT PERMIT STAGE AND PRODUCT LDING DEPARTMENT. OR DRILLED THAT EXPOSES UNTREATED TREATED TO PREVENT INSECT INFESTATION. MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT., IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312,2,1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 18 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE, CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/ INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. U XI A r NInTCC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A,C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V,A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4,6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. CUn%AICD UCAn HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY Q DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE \ COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. z ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL, CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE Q KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND \ FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE Z "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 W CONTRACTOR 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/ EQUIPMENT MANUFACTURER SPECIFICATIONS. Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Q IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. Q Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS Of DATE OF CERTIFICATION BROW. OrI F + t , R 9673 �v ED AP- Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LI., J o rn rl 00 C) ¢ u T c Oo < Uj ¢ ", U) >. N V W cc a) > m 00 C) O LU 0 L o ¢ -Ne t� = z a �_c Uj ¢ a) -0o0 0 LU to 0 ® L GY] W Ln Q -I �O�¢ tin J ¢ J N U J __j ¢ 110o �o44- o®N Q z ' O Li LU LU LU �Jjt LU 77 j d LU Q CD \ O Q \ z.�Z � Ox - z a__ ,-U E (!.J � p w E Z L C7 LU J ` vi o 4 f co , w Q p LU E E i E C W z z E uta Z LU L.0 M F— O z LL. O �z z Q -I cn z((nw C) LU Ln LU � z `C) (DW J LL_ Q re cl- z iw Q j co L -n W Z O= f— Q�z oho LU J W Z O w� W O Q H = O � U Q pf w z Uoa LU a 3, a o Ln W Z �a� C)"� LU O0 J F- = O o Or LL. O a m U � ,o LU u Qo oov aor-1af U w L_ z Co '-' z LU ( o z C), }¢ � LL O i W ma> J O J J F_ J CD Q C) `n oC)c� J O U) Q Q Z = coO � LU Q LU m CO J 2E LU r-1 z = w �U,LLuV) J LU 21- co (�a�wz Zooms LU Qzzo 5- LU =(7LUO LU co c - Z oQLUo LU U z z = o LU z U) cn ¢ Q w w � Lr) O C)j(f Lr) � oLy z w o LU = o aw U U) w z C:) w V) LU z z � O Zoe o 0 z w Q c) --I Fes- Lz a 1� LU o o z wLL. zQ U w LL. Z w f: O LU Q w z = z o I� z LDU) LU �� co _� LLJ 0 w CO w U J Z J U_ �OOLL- Q U H O A( A A7.82 M 0" 71-2'1 15'-1" 26-10" 69'-2" PROVIDE GAS LINE TO COOKTOP PROVI TO TA 1 6'-11" GAS LINE .ESS WATER HEATER 13'-7" 71.311 4'-8" 11.811 5,_611 i L_OII -0 FOUNDATION PLAN SCALE: 1/4" = J.'-0" 48" x 48" CONC. PAD R II II II II II II II II II ---------------------� 61'-2" u COASTAL rt HB NOTE: STEMWALL FOUNDATION I1y DE�EI.OPMENT COMMON Ep APER®v ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. W Q cl- LU U) CD U U z U Q w m V H Z H a RK TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES KIM THE APPLICABLE MINIMUM BUILDING C) .--1 IN EFFER AS OF DATE OF CERTIFICATION BELOW. ❑ = N r - - -J L--- -- ------ �------------------- ------ ' d 1 t E , t t Y 9,6 'j^ r R ��jj 9,67"', ED rte. Ovan G. Drummond, AIA AR 96399 _ I AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O 0) LU O M .--i 00 00 U LUN < J 01 c W >0'o r J Q 0 U '•• Q L i T U _ Z -0o CL a., a) a O U..i S!1 © a L 0 tb a) Ln Q-I E0o6<r I I Z <L p N I I' d �p O ko rn C- N H o I.� LL_ z z o z PROVIDE GAS I U) c PROVIDE ELECTRICAL I ---� ---- W ' #u U-1 w r i __ n ---------------� u UJ LINE TO REAR z ! CHASE TO ISLAND C) Cw,l 0( cL "` ,oC Q o LLj W U-1CD U ;i„,U i N II I u I W J a( z( o0 -611 O N (7 N — — — — — — - - rf -11r--li � L i, oVi I d I r LU z LU IL-1 L=J, I C_l L_3 iS {I i I l I ;Z J CD �Z 1-- O CL ------L====------,I J 'a � Q �o ,z - I + - 1 iSERIAL NUMBER 1017.0 _ 15'-7' o1_On PAVERS _ T,O, PAD, (TYP.) ON STEM WALL I = I ----------------------- - .-i J I _ °O LJ ao 1 10" PAVERS - ❑ - - - - - - - -- - - - - -� - 51_611 11.21 o I O,01 _ O - - - - 00 1 - - - -611 _ - - - °O - _ 00 w - - - - - - - 00 � - 7 6'-1011 in 11.21 U 00 1 -611 C) M I T, L ' CO Op - - Lr) ::. C- -------- ---------- { '_' M 00 1 NOTE: FIN. FLOOR TO BE 18" I w M TYP MIN, ABOVE CROWN OF ROAD 71-311 01_011 IlkI I Li I FINISHED FLOOR ; i II II II I 00 I c O I II I II I II I I I .� ❑ I -- II 1 I L--- LJ -------- --------------- --------------------------------- --------- 131-911 131_911 12'-11" - - o o 1 1 o1 -On 9'-1" N 9Typ. 0 I'D- - No a 41-711 c� T.0 PAD (TYP, OF 4) �-----� �-----� PROVICE j -- GAS LINE TO Ir--- I�"'� ' ' -- -a 2 SLOPE SLAB @ FIRE PLACE _ I� ; ; 1. 11 I _ _ 1/8" PER FOOT 6" PLUMBING ao i' i i M . WALL, TyPUNO I�--�I � 8 I� IL� '}' I I I I 11 13'-7 1 11 20 -9 ❑ I I o-�.�=--_-----� - - +-_ WATER �__� ,T, M -'>, _ =JJ O SOFTENER LOOP M - p .-� I L-� r--------- --- 00 I I I I i� � _�-----J-1`,��--------------, [V ❑ ------------------ ,�I -0 FOUNDATION PLAN SCALE: 1/4" = J.'-0" 48" x 48" CONC. PAD R II II II II II II II II II ---------------------� 61'-2" u COASTAL rt HB NOTE: STEMWALL FOUNDATION I1y DE�EI.OPMENT COMMON Ep APER®v ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. W Q cl- LU U) CD U U z U Q w m V H Z H a RK TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES KIM THE APPLICABLE MINIMUM BUILDING CODE IN EFFER AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 OF F�qr d 1 t E , t t Y 9,6 'j^ r R ��jj 9,67"', ED rte. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O 0) LU O M .--i 00 00 U LUN < J 01 c W >0'o r J Q 0 U '•• Q L i T U _ Z -0o CL a., a) a U..i S!1 © a L 0 tb a) Ln Q-I E0o6<r Z <L p N d �p O ko rn C- N H o I.� LL_ z z o z U) 7 LU W ' #u U-1 w r i L� LU UJ z C) Cw,l 0( cL "` ,oC Q o LLj W U-1CD U ;i„,U i N N ? LU 1 W J a( z( o0 Z:) i O N (7 N oVi d I r LU z LU C_l L_3 iS {I i I l I ;Z J 00 �Z 1-- O CL T� 'a � Q �o ,z 0 iSERIAL NUMBER 1017.0 m F- U- (D - wO �z z Q O Ln U-)LUO _ a � � 2! O w LL o LU � O a o z i w Q ~ O_ =) w C) -r z = � adz 03�:0 LU J W Z O W O Woo Z QO LU rl U Lf)O Q LU LU of ZD O L JLU = z w � Q � 0 LU O J � Z J = Q O LL. p , J UC):�cc) w O (n oC V Z Q a O Ul) Q � � U LL. W Z m � C:) Q LU a C z w OD Q J O J J � J Q O O o� J O Ln LU ca.-o� O�� a O z = coO ��o(D Qw nz m CD ,z J 0 Q Q 0 z = w U)0 Lr) Lf) LU � V CE CL CO c� oc w z zooms 3:zLU zo g w cn c_nLuoz S U V O Z W Co oc cl- z oaLLJo LU(1')QV z z = o LU z (n�+JQ WLn Q W LU Lf) O w w LU F—V�� ago= z o w CD zzz� O zOcn o o z O Q Qo�� Q- LLJLU LU LL - (D z Q W LL z w r O ��C) LU aw�� z=zo LU LU C10LU =� Q w� LU w to w z J�jl JZJLL- J C) O V- Q V F— O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS GAR. FIN. FLR. .II//II %// I I//. I SECTION @ GAR. DOOR. SCALE: 3/4" 1'-0" PLAN VIEW W.W.M. PLACED IN UPPER RECESS 1/3 OF SLAB OR FIBERMESH IN SLAB REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE GARAGE FOUNDATION PLAN FOR LOCATION DOOR SLAB -ZA RECESS a LU ;� SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1. SCALE: 3/8" = 1'-0" r. U V Q H LU Z (1) ZZ) U U x U a w m U H Z Q L W _I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING SLAB LAYOUT NOTE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFO CING REQUIREMENTS. OF FLO CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECE SING DOOR SILLS EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUS ! Got) ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. >e INDICATES DOOR OPENING .� AR 967 FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS GAR. FIN. FLR. .II//II %// I I//. I SECTION @ GAR. DOOR. SCALE: 3/4" 1'-0" PLAN VIEW W.W.M. PLACED IN UPPER RECESS 1/3 OF SLAB OR FIBERMESH IN SLAB REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE GARAGE FOUNDATION PLAN FOR LOCATION DOOR SLAB -ZA RECESS a LU ;� SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1. SCALE: 3/8" = 1'-0" r. U V Q H LU Z (1) ZZ) U U x U a w m U H Z Q L W _I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 OF FLO ' ! Got) >e , .� AR 967 'ED� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o M W J o rn .--i 00 oa)T 00 U ¢ N W -j fzkn N C •>00 ^o a J Q O U-V T i 0 T Z L LL -c U °� ¢-0o i + 0 W V) © L c: 00 M W � d O 06 — ¢ E J = ¢ a -j 0 N U J -' ¢ to o �- O N 0 LL Z 0 LL- L- (D ( Z 4U £ W LU LU LU ul LU LU O � z q J zUjg F— O a � w Q LU W o CD �-- LU l N W NJ J c Lu i a N Cd OLO cv � C7 cv O cLU ' L 3Z w LU w -T- LU U) J I� 106 LUJ 0 W U (n W C) z z O Q C) zLU U- co o LL Ln z 1017.0 Q L 0 U ro a� L Q C) CL - co co F- (9 Z LL. .0 z Qom z cin ,LU oLU �= LU � z m �LU D OH a CD z I w Q LU > ~ co � F- w M C) t=— i O J W Z Owo wok o Ln o Z LU C) LU pr- LU0 U LU O Q LU�o LU Z = Z W LU O J � Z J =0¢ f~ o �w LU Q d J m owcUOZ <t ar C) M CD a�� U � W z O° 1--i Z Z �OLU cg�Q W a �af Z w J O J J � J Q C) oLU h o�� O J af O � � b O� � o z LU >- F-Uo(D awc'—nz m m w J LU C) Z 2 Q w �Lf)w� OcnLU LU Q= a � Lf) c�wm �z zooms LfLU ) LU 2: W (n =(DLUo LLj co cx - W Z Z 2 C-) ED z LU n Q ¢ W = = W CD L'r) O oc cri � cn C) LU o LU _ 0 Q � p w V U% W I-- CD zzLU z� O O cn z a �o o z a10Ln ED�oz w LL. z Q LU LL. zwra of 0 Qw�LL. z=zo LD �z LU �m oo= Q�� LU wcO W Z J 1U� J Z J LL. w O O w QUF-O FRAME HEADER 0 T TO MATCH COLUMN WIDTH o TYP. 00 M 00 09 IO 10" SQ. COL. TOP @ 8'-8" A. F. , TYP. 4 PLACES PRIVACY IWALL 69'-2" 81.01' 26-10" 131.71' 161.111 41.811 —T 10" 7'-211 31-011 1.211811 51.511 11.811 51.611 11.811 MT00 AREA DW E o _ Q i 10'-0" CLG. E ' B18' B12° 17 t0 ----------- ---�— I 111.111 81.011 0 2X6 WALL, TOP @ 34 1/2" ROUGH �j LINE OF SECOND _ 42" OPEN STAIR RAILING - FLOOR ABV W/PICKETS SPACED TO REJECT A 4" SPH�RE, TYP 1 GREAT 1 ROOM 10'-0" CLG. 181-101' I I611 I 31-511 611 51-811 611 3'-511 COVERED LANAI ,6 MT 10'_0" CLG. O GAS FIREPLACE M 4 GAS LINE FOR 10'-8" FIREPLACE 211_611 12 51_811 0 12 Ff BEDROOM 4N 10'-0" CLG. V27 - I N 21_411 611 I 10'-811 51.4" I 18 t ,. ,•:zz,•:::�6�. I TEMP. GLASS — ENCLOSURE TO FINISHED FLOOR 14'-0" F. I I ISI PACE I I I ==y= IJL ---- 1110'-0" DINING ROOM 1 I, 91_411 9-4" TO 101.011 I (D TEMP. 6 -10 CONTINUOUS STUDY HANDRAIL o 10'-0" CLG. OAK °' rl M STAIRS ,z MUD00 ROOM;:"' 41-7" 10'-0" CLG. o — 7'-2" MT 2 M BATH 2 10'-0" CLG. 4" CURB 71k L. 111 _ WATER D OP ZONE SOFTENER L 01 LRECESSED SHOWER NICHE. FIELD VERIFY LOCATION 13'-3" 69'-2" 91.111 13'-11" CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 I �:A�' ,� - COFFERED CLG. 1 I I -- ; ; II 60 �A% C"1 I I 1 QED Ovan G. Drummond, AIA a� Manuel Gonzalez, AIA I TWO CAR 1 Sang-Yub Lee, PE I GARAGE , 1 x 1 CD rn 9'-0" CLG. I / 1 0 o I 41_511 _ 22x36 P 2'-1011 '11_11 1 o 91_111 I 21_011 0 01 _ z STAIRS - ¢ U U -6 4-1 o 0 W t!1 00 L coo m ul z o 1 Q 20'-311 I J -j4.p J ¢ O U o® I I I I r I � w z w z ZZ LINE OF SECOND 1 0 z I 1 Q °i U -_ __ LU1 LU w LU LU - FLOOR ABV. - --- -------� �-+ L C) O ' (n (�-- 3 LU LLJ o U LLL E w ao oc W N 00 ,-1 1 L---- - - LINE OF SECOND- :: II O _1 o ....::::::.... ....................................;:.: >- LU FLOOR ABV. Uml a i -T- A7 I N 1 i I I I i 1 6" - 00 7 I1 0 3'-7" 31-1111 00 13'-111 I 81.111 LU '.'�ERIAL NUMBER 1017.0 M �- I CD MT - �� - - -- - - - - - - TWO STORY I - - - _ 1120'-4" loo IL FOYER _ I - 11 - - 2 '-4" CLG. F'1 STO GE 0 Ln SLOPE CLG. 611 I II 3,_711 131_511 — I (D TEMP. 6 -10 CONTINUOUS STUDY HANDRAIL o 10'-0" CLG. OAK °' rl M STAIRS ,z MUD00 ROOM;:"' 41-7" 10'-0" CLG. o — 7'-2" MT 2 M BATH 2 10'-0" CLG. 4" CURB 71k L. 111 _ WATER D OP ZONE SOFTENER L 01 LRECESSED SHOWER NICHE. FIELD VERIFY LOCATION 13'-3" 69'-2" 91.111 13'-11" 12'-4" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" COASTAL OPENING SEE ELEVATIONS FOR DETAILS MTI lO s i HB 4,-8„ G) M N A A7,82 COMMUNITY DEVELOPMENT APPROVE® ►DDITIONAL NOTES, SCHEDULES, & DETAIL, :AN BE FOUND ON THE A3.N SHEET. W oC W V O l� U U U LUm z F— Q 00 lO TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 I �:A�' ,� b �u Or) I 4 ' i i r .t R 9,67i ` �A% C"1 I I 1 QED Ovan G. Drummond, AIA a� Manuel Gonzalez, AIA I TWO CAR AR 98560 Sang-Yub Lee, PE I GARAGE , 1 x 1 CD rn 9'-0" CLG. I / 1 0 o I ¢ U Z _ 22x36 P I LL DOWN LU U) CO I o ATTIC A CESS VII/ 0 01 _ z STAIRS - ¢ U U -6 4-1 o 0 W t!1 00 L coo m ul z o 1 Q 20'-311 I J -j4.p J ¢ O U o® I I I I r I � w z w z ZZ 0 z 12'-4" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" COASTAL OPENING SEE ELEVATIONS FOR DETAILS MTI lO s i HB 4,-8„ G) M N A A7,82 COMMUNITY DEVELOPMENT APPROVE® ►DDITIONAL NOTES, SCHEDULES, & DETAIL, :AN BE FOUND ON THE A3.N SHEET. W oC W V O l� U U U LUm z F— Q 00 lO TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 QI" F�9�� :A�' ,� C 0 �u Or) F y 4 ' i i r .t R 9,67i ` �A% C"1 fy . QED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W CD rn W o M 1 00 �p 4-J uo ¢ U Z � � 0., C >�o LW I�. p�� ¢ � V L _ z ate_.. `° - Q) a - ¢ U U -6 4-1 o 0 W t!1 00 L coo m ul Q E04t¢ S ¢ ci 0 N U -j4.p J ¢ O U o® �- Nfill— r w z w z ZZ 0 z 1 Q °i U 1 LU1 LU w LU LU cn t w �-+ L C) O ' (n (�-- 3 LU LLJ o U LLL E w oc W N 00 O cv cri o >- LU Uml a i -T- 1J N 1 i I I I i z J 00 7 I1 0 0 N o LL. LU '.'�ERIAL NUMBER 1017.0 Z LL_ Q z Z QOU) zCnw O '-' _ LU �LU � cK z m 0w J LL_ Q O LU cy a 3: Q z j w Q LU C) w�--,n Z:) w ZC)~ LU U) J w Z O w O w O Q H = O LU Q � V Q oc w z VL)Q LU p LU W Z = z w � Q � Q 0 O J E- z J = Q ��o �Lj_ V C)cf m U-iC)Lr) ¢tea QOcn a�af Vw z ~zz C:) U) LU a u' LU ED J � J J � J a C) QLL_ LLJ Lr) o�� oC) afU0 � o�F- a o z =mo �LUoU) Q U Z w'-' mmw� J � LU Z = Q w LU J w 2 Q ca ��m L7ocwz zooms LU 2 Wzo C) � w cn U)LU = z V w CO Q Q w O LU U LU C� z J Q LU U.) cl:fz w O C)j�LriU OwzLz Q � LU _ Q Q U Q w V w Z O w z z zof �oo� z (D c) Q Q c) a- LUQ z � LU LU w LL_ Z Q L7rj4ww z O QL.u�� z=zo L�� n LU F < CRcif w w m w Q Z J J Z J LL O O w Q V H O 41.811 011 31-10" 42" H. METAL RAILING VACED PICKETS TO REJECT A " SPHERE M• N Zri 00 N 1 O .--1 M 1 - 15 i COVERE MT BALCONY 9'-0" CLG +SLOPE 1 8" PcR FT 3'-411 E. =: ROOF BELOW I I I I I / I 0' 3'-10" 41.811 ( DM 32'-0" 10'_2" 1 I - — — — — — — — — — — —-- PRE-PLUMB FOR I I ROOF BELOW FUTURE TUB TEMP. O O i O �! = L 11� - _F oo '� O _ 311 11 811 M 17'-211 11-41121-4110, 6'-10" 1[31-4A" c MASTER BEDROOM _ 9'-0" CLG. 13'-10" - - i 01_211 - 8'-0" F T SOFFIT A.F.F. (TYP.) U. .0 19'-0" RECESSED SHOWER NICHF, FIELD VERIFY LOCATION --- —— ----� I, TEMP. GLASS ENCLOSURE TO FINISHED 8 N —FLOOR 10 1'-1011 = MASTER 4" CURB BATH 1 io ROOF 9'-0" CLG. �� BELOW I K.S. I 0 V42" V42, LINEN ...................... . ................... .......................... 0 101.811 31.211 121.311 911 21.811 - 1.711 3'-7"13'_111' n 6 HALL o 9 -0 CLG. 42" WALL 7.82 June 22, 2018 - � CD GATTIC ACCESS o 1 -J Q.SP bo TH N ME'T L' e r WI RAILING W/ 42" HIGH WITH BALUSTRADES ES� PICK TS ED- \ SPACED TO AR 96399 Manuel Gonzalez, AIA REJE T A 4" SPACED TO RE] CT A Javier Hernandez, AIA SPH RE A ✓. A7.82 00' N Zri 00 N 1 O .--1 M 1 - 15 i COVERE MT BALCONY 9'-0" CLG +SLOPE 1 8" PcR FT 3'-411 E. =: ROOF BELOW I I I I I / I 0' 3'-10" 41.811 ( DM 32'-0" 10'_2" 1 I - — — — — — — — — — — —-- PRE-PLUMB FOR I I ROOF BELOW FUTURE TUB TEMP. O O i O �! = L 11� - _F oo '� O _ 311 11 811 M 17'-211 11-41121-4110, 6'-10" 1[31-4A" c MASTER BEDROOM _ 9'-0" CLG. 13'-10" - - i 01_211 - 8'-0" F T SOFFIT A.F.F. (TYP.) U. .0 19'-0" RECESSED SHOWER NICHF, FIELD VERIFY LOCATION --- —— ----� I, TEMP. GLASS ENCLOSURE TO FINISHED 8 N —FLOOR 10 1'-1011 = MASTER 4" CURB BATH 1 io ROOF 9'-0" CLG. �� BELOW I K.S. I 0 V42" V42, LINEN ...................... . ................... .......................... 0 101.811 31.211 121.311 911 21.811 - 1.711 3'-7"13'_111' n 6 HALL o 9 -0 CLG. 42" WALL ¢ 1 W .5, : ' June 22, 2018 - � BOX OUT GATTIC ACCESS o BEA I TO -J Q.SP bo TH N 00 I e r WI N Zri 00 N 1 O .--1 M 1 - 15 i COVERE MT BALCONY 9'-0" CLG +SLOPE 1 8" PcR FT 3'-411 E. =: ROOF BELOW I I I I I / I 0' 3'-10" 41.811 ( DM 32'-0" 10'_2" 1 I - — — — — — — — — — — —-- PRE-PLUMB FOR I I ROOF BELOW FUTURE TUB TEMP. O O i O �! = L 11� - _F oo '� O _ 311 11 811 M 17'-211 11-41121-4110, 6'-10" 1[31-4A" c MASTER BEDROOM _ 9'-0" CLG. 13'-10" - - i 01_211 - 8'-0" F T SOFFIT A.F.F. (TYP.) U. .0 19'-0" RECESSED SHOWER NICHF, FIELD VERIFY LOCATION --- —— ----� I, TEMP. GLASS ENCLOSURE TO FINISHED 8 N —FLOOR 10 1'-1011 = MASTER 4" CURB BATH 1 io ROOF 9'-0" CLG. �� BELOW I K.S. I 0 V42" V42, LINEN ...................... . ................... .......................... 0 101.811 31.211 121.311 911 21.811 - 1.711 3'-7"13'_111' n 6 HALL o 9 -0 CLG. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ¢ 1 W .5, : ' June 22, 2018 - � 42HIGH RAILI GATTIC ACCESS -J Q.SP CE ' ---- - JUMPER e r ------ ------DBL. 6 " 42" HIGH WITH BALUSTRADES ES� 10R&SH ED- \ AR 96399 Manuel Gonzalez, AIA I II WALL WITH WOOD SPACED TO RE] CT A Javier Hernandez, AIA -------------- -------------- -- J� 101.6" 00' _ -11 2'-4" CAP (TYP.) = 4" SPHERE 0E- 7'_011 _ U Z LLJ 11.711 21.511 J W CC PROVIDE GAS LINE I Q O QUj U HALL o M 5 II N _ co TO DRYER 10 EO�`� - N J J Q to o O N �- I O ' T' W.I.C. 1 X' I I = V.T.R. 3 r 13 — 10 - V3V 42" OPEN STAIR RAILING PROVIDE DRIP PAN—'7" 9'-0" CLG. I,- =CD"j 06 w L JTENUNDER LU OAK WASHER W/PICKETS SPACED TO LOFT W A/C CHASE- '-lp' o -1. LU � w 0 STAIRS REJECT A 4" SPHE E, TYP 9'-0" CLG . 611 I If o w Q o 9]_011 CLG. ® __jU ' 3'-11" 91-311 SECOND FLOOR PL.�AN SCALE: 1/4" = 1'-0" ME Lfl r M 1 N BEDROOM 2 9'-0" CLG. N wM 8'-11" COASTAL 101_011 1011 1 71.211 0 10" FLAT SOFFIT, SEE ELEVATIONS FOR DETAILS ........................11.... 6 — ----� 10 1 0 bo F' 7'-211 _ 42" HIGH GUARD RAIL o TWO STORY i W/ PICKETS SPACED A - 20'-4" K - _ COVERED �- - - - MECT-W _D IV- A7.82 CIP ENT Y SPHERE M ?n'-411 RI (; i L------ 71.311 71.211 0] 8'-10'1 pMM�N;TY DEVELOPMENT )kppR0VM" W oC W c.l') O to U U U Q co U 9 -0 CLG. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ¢ 1 W .5, : ' June 22, 2018 10"x10" AIR T -J Q.SP CE ' ---- - JUMPER e r ------ ------DBL. 6 " R&SH � ED- Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA -------------- -------------- -- J� 101.6" 00' -11 2'-4" 3'-0' 101 0E- 7'_011 _ U Z LLJ 11.711 21.511 J W CC PROVIDE GAS LINE M Q O QUj U HALL o M 5 LU V) L C co m ai �L� TO DRYER 10 EO�`� - p N U J J Q to o O N �- '-0" CLG. T' 10 tt-. V.T.R. — 10 - V3V PROVIDE DRIP PAN—'7" w L JTENUNDER LU LU WASHER W A/C CHASE- -1. LU � w 0 ' BEDROOM 3 ZLUF— o w Q o 9]_011 CLG. ® __jU 14 I 131.011 J 2' H 11 31.011 $� ; 51.611 c, 00 14 41.01] ol ok > CC w an Q U-1 n usLU LU .......................... RECESSED_ NICHE- FIR D ........... .......................... _.... O OO 00 9'-0" CLG, o I VERIFY L CATION I TEMP. I 2'-10" I 171.1 if ".Z I 81.1011 L � 31-411 ju 401-511 SECOND FLOOR PL.�AN SCALE: 1/4" = 1'-0" ME Lfl r M 1 N BEDROOM 2 9'-0" CLG. N wM 8'-11" COASTAL 101_011 1011 1 71.211 0 10" FLAT SOFFIT, SEE ELEVATIONS FOR DETAILS ........................11.... 6 — ----� 10 1 0 bo F' 7'-211 _ 42" HIGH GUARD RAIL o TWO STORY i W/ PICKETS SPACED A - 20'-4" K - _ COVERED �- - - - MECT-W _D IV- A7.82 CIP ENT Y SPHERE M ?n'-411 RI (; i L------ 71.311 71.211 0] 8'-10'1 pMM�N;TY DEVELOPMENT )kppR0VM" W oC W c.l') O to U U U Q co U TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 e r as R 9673 =' ED- Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M Ij o M V-1 00 0E- 00 U Z LLJ Z3 cV J W CC >00^O ..� J Q O QUj U U L i �° — ) _ U _j d F 0 - �o LU V) L C co m ai �L� �0 Q -I EO�`� V7 S Q a J p N U J J Q to o O N �- of tt-. LU LU W r LU � w 0 ZLUF— o w Q o ® __jU I W J 00 ok > CC w an Q U-1 123 usLU LU N 1 i z 00 o o Q ".Z ju W `, w IAL NUMBER 1017.0 L C) U ra Q 0 E z w 0 �z z Q0 z cin ,�� w cn w 0I -- CK ry ary af z co O w J Q LU � o c-�,:Q O z J wLU Q LU C) LU Qo= z = � O LU u7 J w Z C) C) LULU oo z O LUcx� LU Q U LU O Q Ckf LU =) O LU �- z = z w LU � Q � Q oo� � Z � =Q 0 cx� o QLU C J U p[ m w O U) of U Z Q a a�� V i w Z m '-' Z Q z ��a w LU � z w CD Q O Jil F_ —, Q LUV) C) C) one, Uo �� cod oC),f a o z LU co zLnC:)z mInE J LLJQ Q Q Cl z = Q w 3: Ln uw Lr) J LLl _ Q �V � cn EL_m C� W w z z O 0 �zLU zLno 2:wcn Lr) wQz = CD U O z r - F --a w mWgz Q Q w O LU Z Z /_ � z Lf) a o = z LU O w z w Q � LU Q�Q= u7LU C) O w zzLu z� foo"' z �- o Q z Qocnry [)(fLU LU a—a LU oz w w z Q zL�oLU QLU z=zo �z LU rn LU �o�Lr) <3c o� LU w CO w JU J Z J LL. I O O LL_ Q U H O STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDPER RA LINEAR FOOT APPLIED ALONG THE L IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. STAIR SECTION SCALE: 1/4" = 1'-0" WINDOW TAG C� WINDOW CALL OUT WINDOW SCHEDULE 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 E SINGLE HUNG 2050 24 1/2" X 60 1/2" VINYL/ LOW -E F SINGLE HUNG 2040 24 1/2" X 48 1/2" VINYL / LOW -E G SINGLE HUNG 3040 (2) 36 1/2" X 48 1/2" VINYL / LOW -E / TEMP H SINGLE HUNG 2030 24 1/2" X 36 1/2" VINYL/ LOW -E I FIXED 3050 36" X 60" VINYL/ LOW -E J SINGLE HUNG 3060 36 1/2" X 72 1/2" VINYL / LOW -E / EGRESS K SINGLE HUNG 3050 (2) 36 1/2" X 60 1/2" VINYL / LOW -E / EGRESS M FIXED 1630 18" X 36" VINYL/ LOW -E 42" HIGH HALF WALL 42" OPEN STAIR RAILING W PICKETS SPACED TO R JECT A 4" SPHERE, TYP l l I I Ilio gmm� '• Ie""""""'7" ii I h L i" L l : NOSING ,; 101, THRUST BLOCK ' 44 - COASTAL CARRIAGE AILER TREAD -RISER * 18 RISERS @ 7 5/8" 15 TREADS 2LANDINGS (*)ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. SECOND FINISHED FLOOR{ 36" HIGH CONTINUOUS WOOD HAND RAILING LANDS`H�Ed FL INR T IM 00 FINISH FLOOR DOOR TAG DOOR CALL -OUT DOOR SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA TRU INSULATED ENTRY DOOR 11 11 3 -0 X 8 -0 W/ 2-12" SIDELITES / TEMPERED 2 DOOR 2'-811 X 8'-011 SOLID WOOD NOT LESS THAN 1-3/8" OR 20 MINUTE FIRE -RATED SELF-CLOSING HARDWARE 3 HOLLOW CORE DOOR 2'-8" X 8'-0" EXTERIOR O.H. METAL GARAGE DOOR 16-0" X 7'-0" DESIGNER, NON INSULATED, RAISED PANEL 5 HOLLOW CORE DOOR 1'-611 X 6'-81' `. 6 HOLLOW CORE DOOR 2'-0" X 6'-8" 7 HOLLOW CORE BI -PASS DOOR 4'-0" X 8'-0" 8 HOLLOW CORE DOOR 2'-4" X 6'-8" 9 HOLLOW CORE DOOR (2) 2'-611 X 81-011 Manuel 10 HOLLOW CORE DOOR 2'-611 X 6'-8" AR 96730 11 HOLLOW CORE DOOR 2'-6" X 8'-0" 12 HOLLOW CORE DOOR 21-811 X 8'-0" 13 HOLLOW CORE DOOR 2'-8" X 6-8" 14 HOLLOW CORE BI -PASS DOOR 5'-0" X 6-8" C) M 15 HOLLOW CORE FRENCH DOOR 5'-4" X 6'-8" TEMPERED 16 SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED 17 FRENCH DOOR (2) 31-011 X 8'-011 TEMPERED 18 HOLLOW CORE BI -PASS DOOR 5'-0" X 81-0" 77 19 HOLLOW CORE DOOR (2) 2'-411 X 61-811 z a ¢ 20 SHOWER GLASS DOOR (2) 2'-6" X 61-411 TEMPERED 21 HOLLOW CORE POCKET DOOR 2'-4" X 8'-0" 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 rWn V Q W V J 0 U U U Q m U z Q C) I` � TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 18, 2018 C: � 1 E a _ `. R 9673 ` QED A� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M LU J o M ri 00 C) �c 41T Co U Z w d V)_j cm c ��fV > r' ^o a LL1J (� OLU Q r O U 77 Q Uj U = L LL_ i U z a ¢ w 0 0 2 Ln dQ � Q E0�< J z d � J o ry U n JJ 1,o 0 O N H j_ Lj_ 0 Z LL_ Q, V, ' LU w OG L LU Ljj LU 4 0LUu� Z LL; !z Q H ;o cx� Q C:) 0_ ; LU U .., LN ' J Q LU z00 ZD V, O L7 N N cri � o a' > w LLJ LLJ LU J ?w cn ;J 0 LU U LUz !o Z . z� z M a. Q O O , 77 LL F_ 1017.0 Q U L fa 0 E_ m O 2_1 LL. O oz z Q O � z cin ,LU O W � a af ct 0 � w J M OO LU ct� Cho z i wLU Q cLU o C w M C) � Q~ Z 0�0 LLI J W Z owo w0� opo z Q U LU cy- W Z V LU O Q LLI d O LU Z = z w � Q � LU O0 J � z J Z Q � � LL Q d J U p m w O (!) C)tf U Z Q cx� a C) O Q m V u W Z m LU cxfQ W cl- LU 00 J O J J � J Q C) C3 (1) o� J O af� o� ock:f� a o z =mo �oU) W Z (/) �Lr) o(D Q�cz W mmw� 0 QJ LU Q Z 2 M W �iU)wU) J W 2 af Q :5 U-) d c),f CO C� af w z Z O �> O �zzo LLJ Z w cn =LULUo �zwi COoc00 z W HCD z z = o (.l) — <3: W Lf) Q W W CD cx�(1)�(17 O w Z w LU 0 = Q QW U W Z O w CD LU cr� Z = LL_ (D O (17 z U)0 0 zwC) � cl- LU LUoz LU w Z Q (D w w Z¢ w r O oCcl-1--j o cn °C w QLU Z = z O UH►--kZ LU �m �CD Q a� n" -' CO mW V __j LL_ J C)C) QUF—O ELEVATION NOTES ,PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM ,FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE _ FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4, ;CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENIN_G- IMETAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM ,THE" BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER ITHE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING (WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. fTHE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9' °HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. SECOND FLOOR PLATE HT. FRONT ELEVATION SCALE: 1/4" = 1'-0" COASTAL 82 _SECOND FLOOR PLATE HT. HEEL AT DINING PLATE HT. J DINING o FINISHED FLOOR Im SECOND FLOOR PLATE HT. 4 W W A5.2.82 - HEEL @ DINING I ------------------------------------ ----- 2ND FIN. FLR. N - - - - --,, -- -- -- -- -- -- ------------ ------------------ -- -- -- -- - PLATE HEIGHT _ _ r PLATE HEIGHT w N ................................................ ...... M -� = p _ p O 00 = BOOO .--1 0'-0" FINISHED FLOOR RIGHT ELEVATION SCALE: 1/4" = 1'-0" COASTAL 1 A5.2.82 PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS COMMUNITY DEVELOPMENT APPROVED ASPHALT SHINGLE ROOFING or -0 w z cn 0 V U 2 U Q LU m U H Z fs H Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 �0FFji7 .'9 Gor?z 4 , `t R 367 ` �� Ca RED ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (Y o rn LJJ J o M ri 00 Q Z Lr) 00 Z3 Wi- U ZLU Ln N . J Q O v ZS U � ¢ d � 70 C:) o LU to r) O L 00 CY) Lr, 06 H -IE d J = d a -I 0 N U n J -' kD O O N Oi LL_ Z C) Lt - Z k--, Z LU LU LU W f Uj 0LUL� Z Z zz Uj Hf U) a 0 > LLj W ; o U _. F-- -' i N N W J per[ Q w N °o O N Lf) O k k W LU MLLJ LU LU i i I 0 a W `W N 00 Lri Q 'z Q z LIJ W W LU 57 U_ ZD (ten 27 ,,)"RIAL NUMBER. 1017.0 flr L O U A L 03 W .Q 0 a z LL - (D p z z Qom z U)LLLJ O _ LU �Lu cl-� oC Z m O w J LL J C) LU - O a 3: p z I w Q � H 3 0 � C) O = z=F- F- 3: - F3: O LU cr) J w Z O w O w O cn p Z aMo p U LU OLU rt, Q ZD O w z = z w LU Op J � z J = Q O O af LL Q d J U c):f co LLJCz ago p O cn Q�� ViLm Z �C:)Q "'w _cl- Ck:� LU Q J ( J J J Q �LUU') Ou')� oCK J O af U) CoQ 0 cl:fF- a o z LU F- p U) C) n O = =)D!� m m W J L Q Q p Z = p w �i W U) J w LU_ Q U ' r a- OC co L7ofwz z O O p Z LU Z O U-) (D � O Ed r- 00 LU z z = p LU (D LU U) �z CKO O w z w p � LU LU = Q Lr - Q � p w � M W Z O w zzz� z 0O z O Zf p _oQ Q O F— CL 21-1 g o p z LU w z Q CD w LL. z W r 0 �cUn�o QLu3�:� z = z O LU U) c"co oo= -::c F) LU w CO w z J U I Z J LLL JOoU- QUO ROOF PER CONTRACT 3:12 2ND FLOOR PLATE HEIGHT 1Z ■ T! 1 U uz' U I FLASHING I I I I I I 7 I I I A5.2.82 #4 I i -y 1 7 A5.2.82 LEFT ELEVATION SCALE: 1/4" = 1'-0" RE�4R ELEVATION SCALA: 1/4" = 1'-0" 9 A .2.82 COASTAL ROOF PER CONTRACT 6 A5.2.82 R.- Ego COASTAL 12.17 ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. SCALE: 1/8" = 1'-0" SECOND FLOOR PLATE HT. 8 ------- A5.2.82 I r- I FLASHING I I 2ND FIN. FLOOR \�---/ /�------.� PLATE HT. -- -- -- -- -- -- -- L U - - I I F71 I I I I I I I I 5 1 A5.2.82 0'-0" FINISHED FLOOR COASTAL ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 1 4124 _._. _ __ .......W.... _ DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 13.746667 AREA REQUIRED PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED 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. COMMUNITY DEVELOPMENT APPROVED ASPHALT SHINGLE ROOFING ill TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 F Ft `4 R 9673 ' 4 REIN P•� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (Y o rn L4J o (7)-j T--100 0o o0 U Q N C w� Ln .> o a i p�� o v Tr L it i a Q �-0oo 0 LL1V) Q E C 06 m w2 ul a EOE`[ — N d U J -' 1.0 o Nt 0 N �- U- cn LU cc_ u LU i LU pw n,JLLJ O — Q �- o w 0 LU L U N IV LU LU LU a N ao N � ° 3 a ? , w Uj LU w EDa i W O U— C) z i Q z C\1 3C) 00 W w: W W L LU �Q iL�- X11 W oc 1017.0 fl_ C> U A 0 a mm 00, z w ~ O � z z Q O Ln z U)U O ~ _ a of z `° Ow J LL_ oLU po z I w Q LU co >— O o�-^ LU 0 O -r- 3: c> 3:0 LU J W Z CD C) LUoo z Q O � LU z U Ln Q LU pOf OZ u�~ w>_z z w = =< 0 C:) J �- z J = Q O LL_ p d J U c):f m LU O Cn Cl:f (_j Z Q cx� C) 0 o cn ary� U i w Z CO ~ Z � Z � LU ( Q w a�/ O >- re LU mQ> J O J J F__ J Q Q ( CD 0 'U O 11Of U '.I ao� O� a o z =mo �LUoLn Q= p--1 z >LU LUaoo z = LU U0 Ln O Ln w LU a�"~ m C7 of w Z Z p > O F- (f) Ln LU z O Ln w MLU z = U U O LU moC�Z LU C) Uj OfF.- in z LLUU) � Q LUaw ,wC)�o w�"'c~n OLU z w o 2: ~ LU LU Ln LU zoW� z = U_ C:)Ocn z a O � z z � � Q Qoz0_1 Ln a w Q > LU LUoz wL�zQ z U O w QLU z = z O ~z W Wm � c) cn~�= aL3 w LUwoow ~ z J J Z J LL I O O LL- Q U F_ O INSULATION AS REQUIRED STUD FRONT VIEW 5 A512.82 =1 ST�RT ST IP FLASHING DETAIL IDE VIEW 1X6 HEAD X4 CASING 5/4 SILL 1X6 APRON SHEATHING WATER -RESISTIVE BARRIER (2 LAYERS REQUIRED) JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING 3'-0" M 21-8111 4 SIDE VIEW 2X6 W/ 2" BOUND VENT @ 24" O.C. 3/8" CEMENTiTIOUS SOFFIT METAL DRIP 1X4 -ASCIA 2X6 RAFTER TAIL @ 24" 0. C. SIDI IG PER ELI ATION ('2_'*' EAVE DETAIL J12SCALE 1/2"=1'-0" 23" of j F1M F ONT VIEW 34" 4 TRIM @ SIDE AN 6" TRIM C 21-411 3W' 1 \ 5.1 BRACKET DETAIL �A5.J82 SCALE 1/2"=V-0" 2x MOUNTING TRIM USED AT SHAKE & LAP SIDING :9::)WINDOW _;_ 2X4 SUBFASCIA s 2X4 OUTLOOKER METAL DRIP 2X4 LEDGER 1"x6" FASCIA A512,82 SCALE 1/2"=1'-0" TRUSS LAYOUT 1 X 6 TRIM FLOOR BY ENGINEER 1X6 TRIM BOARD 1 X 6 TRIM SIDING PER = 1'-0" ELEVATION O.H. WALL, :9::)WINDOW DETA L s GABLE END DETAIL �A5.2 82 SCALE 1/2"=1'-0" A512,82 SCALE 1/2"=1'-0" 4 6 RAILING ".2.SCALE 1/2"=1'-0" MAIL 'ACED TO 'HERE. TO SIDING PER ELEVATION FLASHING 42" HIGH -UA 1 X 2 CAP j 2nd FIN. FLR. FIN. FLR. 4 1 X 6 TRIM FLOOR W/ PICKETS SI 1 X SYSTEM 1 X 6 TRIM BLOCKING AX. CAULK AS REJECT A 4" SI 6 RAILING ".2.SCALE 1/2"=1'-0" MAIL 'ACED TO 'HERE. TO ('7_'�TRANSITION DETAIL A5,2,82 SCALE 1/2"=1'-0" ROOF PER I -^R ITM A l�T COMMUNITY DEVELOPMENT APPROVED W (D Q LL W U) 0 U U U Q LUm U 00 O w J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING SIDING PER ELEVATION FLASHING FLASHING 1 X 2 CAP j 2nd FIN. FLR. FIN. FLR. 1 X 6 TRIM FLOOR 1 X 2 CAP 1 X SYSTEM 1 X 6 TRIM BLOCKING 1 X BLOCKING CAULK AS SIDING PER NEEDED ELEVATION ('7_'�TRANSITION DETAIL A5,2,82 SCALE 1/2"=1'-0" ROOF PER I -^R ITM A l�T COMMUNITY DEVELOPMENT APPROVED W (D Q LL W U) 0 U U U Q LUm U 00 O w J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 t -►-E FL O t , `= R 9673 ` A'ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ryo 0) LU O 00 0 ., Ln < Uj Q� n N J LU Qn > �' oDL J p � o Q � -1 U Z z a s _j¢ U U (u-0 0 wzn ® 0L L c:00M N ' 0 ;� FO EO = Q ci J 0 N U n j J Cl0 �p O �} O O Q4 C1.. N O LL Z z © . Ln ; LU C� W LU � E O LU zU) a- ^^Y o LU W U C21Lu N LU N LUw LU �� N 00 z I = (7 O C7 N N O f co � w co LU F-- w J 1 Q w N 0 1 00 O Q N w � z W Ln oc y ? O �t LLJ w ` X LU r _. W L�<i- UiSF 1017.0 O U L Q 0 a z LL - (D C21z z Q�� zc(nw C) ��af �z°J° O W J O cl- o z I W a co > 0 LU �- ^ W Q o = z = � Q � z 0�0 (r) J W Z C) W o w 0 QLf) Q Z QC) LU � W z U (nLU p Q w w Z LU a 0 �- LU z = Z w �Q37 LU OQ J � Z J = a 0 0 LL - 0 d J U C):� m W o U) � V Z Q a o (r) LU Q oC UW Co �zz Q W W d W Z W 10 J J � J LU Lf) Q o�� ocl:� J 0 af L) � o� oC)cf� a o z =mo F-Q� in Lf) LU CO nz m w J � Lu Q C� Z Z Q W W (r) b Cr)J W Q�� Of m C' p[ W Z Z U o Q Z O Z 2:WU) = LU Luo w i o co cl- z QQLUo z z = Q z Lr) WwQU) w 0 Lr) O cl:fVu� C) w w LU = o Q Q W cn W zow� zzzLLLJ L`- 0 z O cr) U) o Q z W Q Q^cn— �qwQ 2: L W LL- (D LU W u... z ,� r o ��Uj QW�� z=zo LL c) LU L LU W m W V J Z LL - (D J O O L- (-) !— O F PER CONTRACT / / 1X4 FASCIA 2X6 RAFTER 2X6 W/ 3" ROUND VENT @ 24" O.C. STRUCTURAL POST �I 10.1 A53.82 NT & REAR 774777, -4" TRIM 0 O M 0 4"x4" T, POST 4" TRIM O - N 51' 11 MN DETAIL O r1 1 M CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 '4 'F -FLOE, _o M O 0 INT. 10.1 SERVIC 5.3.8 2) SCALEI-1/2"= T 1"x4" TRIM 4"x4" WOOD POST EXT. L 2x2 11/2" COVE 4"x4"- POST 4" TRIM E6 SIDING 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. 2"x4" rk� -- 4" TRIM N T O rl M 10.2 SERVICE CENTER DETAIL A513182 SCALEI-1/2"=1'-0N 10 SERVICE CENTER DETAIL �3.SCALE 1/2"=V-0" FRONT K'3-'� FRONT COLUMN DETAIL A5J82SCALE 1/2°=1'-0" �12 4,-5„ �II 5'-0" PLAN VIEW 4l 9-1. 11 FRONT ENTRY DET. �A5.3182 SCALE 1/2"=1'-0" (W V Q W V U U U Q m U 1---1 z J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 '4 'F -FLOE, r 1 , 1 , li AR 9,67 0 QED ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O M LIJ O M 00 �-- a Q v 00 Z LIJ cPaCY) Z3 It c V W J © I 03 > T -1o °- 00 J Q O Q � U L i = z M a U0U -j ¢ W cn (V-00 E co m Q® 0) fa L EO�d -I- J z Q a o cv U J J J Q kDO kD 1q- 0 0 N °- t L— Z Q ti Z i W LLj LU LLJ W 0 LLj Q CL o LLj W w U I LU w LU Q N 00 W Z O .� 1 N N cn ME O [ e� � 1 Q LLj LU � v (n J F¢— w N M z 00 CD - M W - Ln oc Q 0LLJ �--� LU LIJ co 'xUj LU t-1) � LJL _ ERIAL NUMBER 1017.0 fl - L C> V L _(13 �L CL C) a m O zLL. �o � z z Q(D Lf) zc�n° o _ �LU af ck:� Z 0° o wJ LL.J Q � 6 LU o` o z I w Q Leo LUZDw oo= z x F- Q�z LU V) J w Z O w O woo z Q � o LU U O Q w of Z OL LU Z = Z w � Q � D LU O J � Z J = Q LL � C J w O j:tf U Z ago D 0 V) LLJ Q or_ Of Vw Z Co '—'Z� ry C:) Q w w o` LU pip Q > J � J a C)LL. LU oh o"'u, ory J o af M 21- 0 0� a o z =mo zU)cz m m w LU z = w L0 U-) J w LU of } a3-c1fm C� a� w 7,- C:) 0 QzLU zo �::wcn U) LU C) COLU of �- z oQLU(D LU C) LU z z = o z LU U)LU = z LLJ O w w o � LU ago= LU z o w CD LU M z z � �(DoU) z Z oL (f) o 0 Q�oQ o z of F-cwa 2 o o z LU w z Q z v � o w M CL � LU Qw�L z=zo �z WLU� CO oZ=� oma= a cr�� C)w m w JZJtl J O O w Q U I_ o SEE SHEET A3.N FOR INSULATION SCHEDULE 4 11 H. METAL RAILING W/ - PI KETS SPACED TO REJECT A 4" SPHERE RADIANT BARRIER, TYP. PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER BUILDING SECTION LE: 1/4" = 1'-0" DOOR PER PLAN METAL THRESHOLD FULLY CAULKED TO FLASHING PAN PER MANUF RECOMMENDATIONS. CONTINUOUS METAL PAN OVER THRESHOLD. APPLY DURADECK WATERPROOFING MEMBRANE SYSTEM OVER DECK 42" HIGH GUARD RAIL COLLAR FLASHING AT POST CAULK AT TOP OF FLASHING DRIP IDGE PER — DURADECK SPECIFICATIONS TIE DOWN STRAP PER FRAMING PLAN SUPPORTING BEAM PER PLAN SOLID BLOCKING BETWEEN TRUSSES AT PANEL EDGES FLASH UP WALL, 8" MIN., CONTINUOUS %" EXT. STRUCTURAL DACK SHEATHING DURADECK, WATERPROOF DECK MEMBRANE SLOPE 1T8" P.L.F. (MIN.) 1/4" P.L.F. (MAX,) A FINISH PER SPEC., U.N.O. IE CONTINUOUS METAL FLASHING PAN ALONG OPENING W/ NO SEAMS OR SPLICES - 3" LAP MIN. 4" MIN, DOOR FLASHING DETAIL SSES - FU 3 P SEE BALCONY DETAIL CALE : 1/4" = 1'-0" EXTERIOR WALL PER PLAN RUSSES ING PLA EXTERIOR WALL PER PLAN COASTAL COASTAL (W V LL LU Z c.n U U U Q LU m U z Q 0 z Q TO THE BEST OF MY KNOWLEDGE, THE D IGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 Y t}F- t Gorn) , R 967 r ED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M LU o rn T-4 00 o�w Q T 0c) Q U N W Qc o� m .> cc) p� o Q LIJ U L TT ,L Z U_ i i- d iaj CL '� { \.n' LU V) O N�� co L Q 00 U-) d f" E o6 O - Q C i/) U N J -f Q to O k N- L3,_ Z {) � Z C) Z C) , LU LU Fce- - W LU i~ Ln r LJLj i O w' LU ( OCILeQ CL_oC O I W U w j oc LU J oc LU ( < N Z � j N i viLUo CID LU F_ r- LU LU v cn N O 00 I— U LU LU r JLU w co w .� Uo i m tt' [SERIAL NUMBER 1017.0 Q L d V L ru c CL 0 a W O z LL O � z z Q o cn zc�r�w OLL, CIE _ � a af cj:�zC° O w J Q LU ct:f c�z I wLU Q L~ co M O = Z=F- Q � Z w O O > O Ly w O cn p Z Q � O L.Lj C21 0:f LLJ V OLU 0(f Q � O LU z = z w 0 � O J � Z J =Q O 0 LL 0 JC) V C)r, m w O Ln c):f V Z Q cx� O M O Coml) Q af Vw Z � C),f LU L Q LU a LU Cy, Q > J O J J J Q C)LL. LLJ oh (D o� �U� CE Ocx�� Bz o LU co C) U) �v OLD ct U)LLJ z mmw� J E - U-j� Q Q Q C)LU O cn w U)J w LU Q Ln ~ m L7 OC w Z z O > O Z LJJ z O (j)Cw7LU0 HZLUH CO C):� a Z HLU ¢ O F- = z = M LU Z W J Q a p = Z Ln LU O oC (f cn c'—n O w z w D � 'H U � 0 Q_ cn LU z0Lu CD LU zZZL�L. �(D0 z z a cn O 0 O z w,_, Q Q O u) z a > LU O z wLL. M U LU LL Z w r O �U)afa Qw�LL. LU z O z Lr) CO oo= CD V) O� LU w CO w i Z _1 L,L- J O O LL - <C LQ V F- O FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" COASTAL DIFFUSER LEGEND ® SUPPLY RETURN ® EXHAUST FAN FOR REFERENCE ONLY Cn O ko U U U H Z F— Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 e {) F FL Q � .j 4 CD 1 ofn) z � � R E , ` a � R967 ` Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O M Uj O M <L 4-5 ao Z d U) W � Ln 0 >�o .7 LU �`t o Q LU U �� T J� Z i � U -j <-a i1,j V) o ° L Coo M Q Q) Ln O 00 Q I- Q TZ¢ N U J - ' ko O O C Q Z Z Z �* C Z CI} C) LU F - LU GSC L LU LU LfI cry 1 w O ° Lit z c F- C) o- (f) Q a'LU cl- � Q W O r-- w O N1N w w w 1 N 00 O N ' LU co Lijp LU w N 00 i � TSI 32 LU �I = �j � ;"-RW NUMBFIR 1017.0 m O =LL. P-1 (Z) �z z Qom zc�nL OLu _ LU � z `o O LU J LL J Q LU � OO a Q z I w Q >F - co ZD LLU J QO= Z = � Q ~ z Q 3: O LU :f) J w Z O w O w O Q Z QO LU Q V O Q 7 LU of M d O LU z = z w LU OQ J F- Z <I = Q COcirf cl� r U- LL 0 a J V p[. Lu O C):� V Z Q cx� a (D Q � U u w Z Co � C:) Q LU w _ 0- EDLU O J J F- C) OLL- LU �ocl, J O Qf V III l- Ooc� C)tf(D =mo �LU LC:)U QW nz m CO w J LU JQ Q Q z =w wU) J w Q(j) >- a 0:� CO U' a' w Z z O O Q Z z O LU 0 O = z U r— w m�Lr-z QaLUO LU U QV z z = Q Uj z U-) LU Uri Q LU LU C) C)t�criU-)� O w z w Q � LULr- = Q Q Q = v�LU Z O w LU af z = LL. �(D�� z z a O Q U O Q z w Q c)= a w LU LU z :7- <: z U w o LU �U)�� Q w LL. z=z0 LU n �o =(% F- 0 Q � LUwopw �ZJU- JOOLL- Q V H O ROOF BELOW 10x10 AIR JUMPER ....�........_.--- ............. A � XI --_- CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U 1\ lij P \ .I June 22, 2018 UNDRY Go i LOFT �i TWO STORY FOYER COVERED ENTRY SECOND FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" COASTAL DIFFUSER LEGEND ® SUPPLY RETURN ® EXHAUST FAN FOR REFERENCE ONLY U -j V f— oC w V / 0 U U U Q W m F— F— <r — F— Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 Go i f I , R 9,673 ` c� NO , QED A?'C' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O rn D LU J O C311 -I CO a Q00 ) In U Z Uj Q D N C W > O Q J Q O v T Q 0 M = Z L- LJL i -� unL a U `,./ W Vi �-+ �0o O L C m r) Q 06 N Ln EOE¢ J r= Q 0 NCILU J Q to O ON O LL - L0 0 Z O i LU 04� w F-. cl� w LU ==r) cr' I LLJ ' O LU 53�z Q z w ' O ca CZ V / Q Oj w,LU Uj o U C� w N ' N W i oC Q w l N Oo O N � � O c + cs� ' LIJ � � �-� Lid Gl c LLj LU LU0 oC LU LL - N 00 010 N LL - tZi 10 �tT U IL U = (.n (n z Z-)ERIAL NUMBER 1017.0 z LL. �--' o � z z O zc�nw LU �� cx� z � W J o O Ld coo z I wLU Q >�o W � LU z C) F= - Q � z 0�0 J W Z O Ln w O LU O o z LU C) � W z Vu')Q LU p wafo � cj- Ln l 1}" Z = z w � Q C)'f� 0 oLU oI � z � =OLL¢ 0 d J V 6E m aLQ oo M C) U) a�LU vw z °° C):�LU Lna LU ma> -r o J J Q C)LL- LU Q U') o(� oa J O af L a � o� a O z LU >- �LoLn Q w (n z maolz� J LU � Q 0 (D Ln J W LUQ "' aim L7 oc w z z O > 0 Q LU zzo =w(n cnwpz _ (D U O F-- �LLJ of m�0-z oaLUo LLJ F- = Z = r Z LU J Q w Q U) w 1n Oz of U) O W Z W o=�o a:LU c U U) w � Z O w Z LU Z Z � LL - (D z Z a O 0 Q o cn �r�'- 23- z � 2 o o z W LL- Z Q C� `--` w U— z w O QLU z = z O Ln LU w�ryco o z = N CSF= Q a� LU W CO W V J Z J LL- C) LLO O LL_ Q V I— O ELECTRICAL LEGEND SD SINGLE RECEPTACLE - ® DUPLEX RECEPTACLE ® 240V RECEPTACLE [j SWITCHED RECEPTACLE _ ___...__ .__�....______ . _.. DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE D DUPLEX FLOOR RECEPTACLE D SWITCHED FLOOR RECEPTACLE gg QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND EP ELECTRIC PANEL V P VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE Q SINGLE FLOOD - WALL MOUNTED _ 0 DOUBLE FLOOD - WALL MOUNTED g SINGLE FLOOD - SOFFIT MOUNTED _ _._...... _..-.. �..� � ___.____.__._...._...__............................_..___. DOUBLE FLOOD - SOFFIT MOUNTED 4 HANGING / PENDANT - CEILING HUNG ® INCANDESCENT FIXTURE -CEILING Ml11 IKITCr% SD INCANDESCENT FIXTURE - WALL MOUNTED - ® RECESSED HIGH HAT 24 _____F----�.__ _..... 36 2 FT UNDER CABINET FLUOR FIX ............... ..... 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT D 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE Q 24X48 FLUOR. FIXTURE SS EXHAUST FAN �o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER �.M. ®$DECO GAS CO. METER SMOKE DETECTOR/CARBON MONOXIDE nr-rGrTnQ SD SMOKE DETECTOR SINGLE POLE SWITCH —� $, 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON �o DISCONNECT SWITCH Q JUNCTION BOX © TV JACK - PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT _ 0 ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD ® CHIMES E= -=J STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) ANT. INTERCOM FOR REFERENCE ONLY FOR HOOD VENT WP FOR HOOD VENT GFI I UNDER CABINET LIGHTING r� ......................................................... _...................................... I I W/DISP. GOURMET _�� L BREAKFAST � �._pw ___ KITCHEN '�� i G� _ ............_..... _ 1 I i' AREA \ IGF DINING .-4-4 \ \ GFI _..._.. __ ......... GFI 3 ROOM UNDER COUNTER FOR DW. SWITCH FOR DISP. 2 1 UNDER COUNTER FOR DISP. -�// 1`-_-- " JZ ---4-4=] , I I //' VERIFY LOC. WITH //' \ M0 — - TOLL BROTHERS -ice' PRIOR TO POURING ,ii- STORY TO LIGHT All SLAB -� FOYER - / OPT ..... ............. GREAT \, lei" __.._... ROOM ! \CTAD r_r_ \\ \ ., --- _- J TO LIGHT � GFI P , ABV. - OPT. -- -- - \ ---- / 22" X54" ATTIC ,�►. _�,K, ! STUDY ► ACCESS W/ LIGHT WP GFI �. A% FIRST FLOOR E1IECTRICAL LAYOUT SCALE: 1/4" = 1'-0" MUD ROOM SFI GFI WP COASTAL WP E.M. HB FINAL METER LOCATION TO BE VERIFIED IN FILED PRIOR TO P_ I N STALLATI O N W i0C W V 1 0 U U U LUQ m U T--11 t -- TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 22, 2018 OF co .9 t s R 967 'A.. ls�xt'EE3 Ovan G. 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J O O LL. o TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING EXT -1 D3 TYPICAL SLIDING GL N.T.S. SEE NOTI WALL SH WITH WEM I I ILEI, RESISTIVE BARRIER—/ nDTInKi _ A THER RRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY SS DOOR FLASHING DETAIL (EXT -1) FLASHING CA T STRIP SI L PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROO EXT-5EXTERIOR O D3 N.T.S. FING AT� PENING R BEAM CONT. DRIP EDGE ACROSS DOOR Hf 10 DIVERT RAIN HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 of DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 E�_2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR .\ NOTE: THIS DETAIL ONLY APPLIES AT EXTERI R DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' HEAD DRIP DE L (EXT -5) �. D3) N.T.S. (EXf-6) - WALL PER PLAN -RAIN DRIP REGLET '.. -EXTERIOR WINDOW EXTERIOR WINDOW rExT-7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) Ak FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PAN FLASHING Q z LU r) z Q Z a z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (ASSEMBLED -,n WINDOW) -n cn cn z c� f nz z c� El ASWHI�Eqj NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 of DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 E�_2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR .\ NOTE: THIS DETAIL ONLY APPLIES AT EXTERI R DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' HEAD DRIP DE L (EXT -5) �. D3) N.T.S. (EXf-6) - WALL PER PLAN -RAIN DRIP REGLET '.. -EXTERIOR WINDOW EXTERIOR WINDOW rExT-7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) Ak FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PAN FLASHING Q z LU r) z Q Z a z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. OF FLO f nz R 967 ' .,, x01 . REQ k G Ovan G. nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 01 o U-1 ., m co ® � u? 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(CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2x SYP #2 2x RAFTERS 16 O.C. 12 SEE ALUM. WRAPPED 2x PLAN WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. --\, METAL DRIP -� EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE WALL PER PLAN - ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK( SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP," EDGE CONTINUOUS VENTED V� SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 - COATS) ON GALV. SELF FURRING FELT REFER T0; BACKED METAL LATH ELEV. FOR 11 VERHAN i STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM CONNECTORS WEEP SCREED PER STRUCTURAL PLANS rik MAIN FLOOR ELEV 0'-0" `oA fN dQ —i SEE PLAN OPTIONAL ROOF OVER EXTERIOR DOOR SCALE: 1/4" = 1'-0" n W 4 EXTERIOR WALL CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP " EDGE _..... CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOF BACKED METAL LATH VERHAN STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT)- DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS AND SHEATHING @ 16" O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM SHIELD UNDER SILL PLATE FINISHED BASE MOULDING WEEP SCREED r, MAIN FLOOR „ SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER , SEE FRAMING PLAN FOR SIZE AND DEPTH TOP OF FLOOR TRUSS SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING Y ELEV 0'-0" 00z d d '� t7 4" CONC SLAB W/ Z 4" CONC SLAB W/ VAPOR BARRIER w — U • • VAPOR BARRIER C , I ( I SEE FOUNDATION SEE FOUNDATION PLAN FOR SIZE AND PLAN FOR SIZE AND TYPE OF FOOTING TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" 2 TWO-STORY WALL SECTION D% SCALE: 3/4" = 1'-0" alz W z Q 06 r) f , `i 9,6730 30 ff D Ovan G. 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INT -4 SHOWER & CUR ON FRAMED FLOOR D$ SCALE: 3/4" = 1'-0" (INT -4) SETT MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: ILE SET MIRROR 3" FROM INSIDE CORNER 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPN INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12" + - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 M STE R BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, I VARIES BY MODEL Eam CORNER SHELF FLOOR TILE a 2" SHOWER DRAIN LL: U_ d 00 TILE AT DOOR Q w THRESHOLD PLAN s NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION WELL AS PLUMBING ACCESORIES. REFER TO — ARCHITECTURAL PLANS BY MODEL. �I� STANDARD SHOWER SHELF L INT_ D$ SCALE: 1/2" = 1'-0" (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE O CATI O N (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) ,.. ,...r..� '-'--CAL) t ONLY WITH PEDESTAL NOTE: 1, DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY D$ SCALE: 1/2" = 1'-0" TTI C nn [`TflklC nhl 1 /nil WHEN IN CONTACT W/ CONC. vvk k vk�k vk.v�� TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE - SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES (FR -34 HALF WALL TI_E-IN DETAIL D�J8N.T.S. (FR -34) Q z Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING _ (n a F- FL 0,�''4p� M C) I..L � Uo =� - � �Q m I'D M LU O �m Ovan G. d, AIA AR 96399 Manuel Gonzalez, AIA 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPN INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12" + - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 M STE R BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, I VARIES BY MODEL Eam CORNER SHELF FLOOR TILE a 2" SHOWER DRAIN LL: U_ d 00 TILE AT DOOR Q w THRESHOLD PLAN s NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION WELL AS PLUMBING ACCESORIES. REFER TO — ARCHITECTURAL PLANS BY MODEL. �I� STANDARD SHOWER SHELF L INT_ D$ SCALE: 1/2" = 1'-0" (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE O CATI O N (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) ,.. ,...r..� '-'--CAL) t ONLY WITH PEDESTAL NOTE: 1, DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY D$ SCALE: 1/2" = 1'-0" TTI C nn [`TflklC nhl 1 /nil WHEN IN CONTACT W/ CONC. vvk k vk�k vk.v�� TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE - SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES (FR -34 HALF WALL TI_E-IN DETAIL D�J8N.T.S. (FR -34) Q z Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. a F- FL 0,�''4p� 0 F ° R `. R 9673 A. "Ca AR Ovan G. d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn w o rn r_100 ©0 � ¢00 w u6 U ¢ N W c >,-,o Q Go v, wL f\1 O M __j ¢ w v i J L S �Z' li LUin i c m 0 0 (U c 2 T H - E0�¢ _ ¢ a O N U _, __j J ko O �r ¢ ko o©N� z z cn Lu f LU LU LU LU I LU LU Q aQ Z r \ Q 77) z W Uj __j W E I z .� Lu W •--1 Ui o k k F [ ',.0 coL 'uLU Uj I All c?S cn W O 00 i fz co .E� 77 7-_.. Cn cn , �UMBER 1014.1