Loading...
1678 ATLANTIC BEACH DR - ARCH. DRAWINGSTO THEBEST OF MyKNOWLEDGE THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING. CODE IN EFFECT AS OF DATE OF CEKnFICA' nON.BELOW. February 8, 2018- R 9,673 �E D Ovan G. Drummond, AIA' AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn LSI 000 N �Lij` co 0 M — —j ILL CL 0o � LA no 2 c Q .T Lo O E co `n O N (0 Q co d. N 1 00 E N a0 C _� N LJ r L I i Uj O ~ C,� i Z s { .. LU U L 0 �•" i Z N W I�- F— us C7 OO r aa LU C-3 ° 2! ;. 1 Lu LU M. 4444 j i Z CN 0a-cyi" 0 U- z Li oLU � LU Uj ��L N UMBER 1014.0 cc Oo m O 0. O CD Cf)w 0 LU CLU LU 0 OC a m O W J LjW LU =Lu `t =w <C IZ_-- D § Z LU O W CO O W LU O w V Qr-wZ Q cp<t O �cez a UJ w = Q � 1--wo 0Ou.� H Z Q C7 0 H 0 ra . OLU O�p_m U J=Cn woo oa zZ5w Uj �.im Z 0 CD0< Uj m Q - �... WU- O O O wcr�U o� �woz0 =oma Z Z mLU m<� J_ wQoo Cn W W OZLU UI=— cn Q C c m C7 w Z 90> O Z Z c0-wcn in Z LLJ p O w M LL QLU O Z LU �-'¢ w W ¢ z a65O LUcnWZ C7 Qom o=moo F- w C`.)Cf) wF- z O w 0 Lu wZ Zo=L ZZ' Z W ZO Q - cn�Z4 zaLLJ> M w o Z w ELM 4 zLU OrO macn�w WW Q= .� w�v C/) 0 CD C6 LU F5w m oZ=c~n Q o oZ_mcw.� BOO ZZUF- o �W V re1 ♦♦ ^1 VJ U U U �aC W M U_ J �LO C* O 0 ILO r REVISION BP# gS ! 00196 9 i— DATE. ` 2-1I $ _l ax!� —rSIGNED Ur TO THE BEST OF MY KNOWLEDGE, THE DESIGN: DEPICTED ON THIS DRAWLNG COMPLIES.WTTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEFMFICATIOH BELOW, February 8, 2018 i $ 5 R 96 f R Q R ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj ry O 0) 0 t V) Gp' C0 04 >1 0-)N (D CN OE LL 0Cc - 0 Uj V) v c 00I a) Cc U) E0 < .�: < U CV` ti .j< c It N C1'• /yam C) d .. ; CV 1 i m Q P � L, 'g LU r � > LLJ LLj o. f ;.O Q Q(. c CL o LUx w v Uj Z � 0 01 Uj U-1 C4) II III J < I, :W L I{ W I � V f U) W �Q Z ■ 'o'er .� CL LLjLij Q 0 W c L NUMBER 1014.0 Z O 0 Z O Q N Z cn u, O _ Uj Ce O a ce. z m OW J o LU a 0 �Z J -w ¢ >�o W -1 0 zip oho LL, > cc' JWz 0 0 ?off ,0 0 z ED =o V " W 0 c°Cw.� U) w a cn w cc z �o 3 a �- Z z w oc 0 W O J E-- z ?ooc cc o >- w 0 0 Ca J V cc w 0 v� U a�a 0 0 z W a cc c.i m z , zo r o z Ce W W a O LU ma> J O J F— u. to En O O ce J V o oc v7 a � o cc tt aoz 0 =mV f- -o(n Z (n O 0 ,Qwzz m m u, 0 J LU zLU o ?-1w 0 J w Uwj C9wUj z0>�, 00 LOU En TT w 0 z0 G F- Z w cC �o ca 'I 0Q>o Ujo wcZ.9�Z wa¢ LOU z W0 0 oc�c W Z z ooLU Uj it ��o= u7 w zzz� i_ O Z 0 g •Zo Q w Q maw53¢ z E w O,a W W Z z V O W Ile¢ w % Ij Z WUj oz= ,o,� ULLJ°0w \ _j p w w p ¢ V 1- 0 I ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING CENTER LINE {Uj A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE EXTERIOR ELEVATIONS O S COVERED LANAI : RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE 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 D3__,L ARD' & DETAILS ,wAA NOTES & DETAILS P11ftAST LINTEL/ HEADER a DHSANDD DESIGN - FRAME R & SH ROD & SHELF B. B. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB 07 F.B.C. 5TH EDITION (2 B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BKFST. BRICK BREAKFAST , ` HORIZ. HORIZONTAL SHT. S.H. SHEET`- SHELF FEMA RULES & REGULATIONS N.F P.A. 1012014 INSUL INSULATION -SHWR. SHOWER CALL. CALCULATIONS INT. INTERIOR SL SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS' CL CENTER LINE 31 SCL BOR. S.P.F. SPRUCEPINE FIR CLG CEILING KS KNEE SPACE SPRG PT. SPRING POINT CMU CONCRETE MASONRY UNIT. 40 VIE. Tl. _- STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVATORY STOR. _ STORAGE COMP. COMPRESSOR LDRY LAUNDRY'` 81 CST.' CONC. CONCRETE LIN LINEN __ TOP CONTINUOUS LT TUB. . .J&GCONT. & R00VE MP. TE �� D DB. DOOR BELL M.B.MASTER BATH TH K. THICK" DBL. DOUBLE ' MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF -M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N. 0 UNLESS NOTEDERNL 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 STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG, ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EXT. EQUIPMENT EXTERIOR P.S.F. P.S.I. POUNDS PER SQUAREFOOT POUNDS PER SQUARE INCH W.W.M. W.W.F. WELDED WIRE MESH WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED W Q W �V to U U V Q W CID U Z F— Q i 00 =G) O 'L 0 4N TO THE BEST OF KY KNOWLEDGE, THE DESIGN DE1q= ON THIS - .DRAWING ODNAM WITH THE APPUCABIE MD@NN BUILDING GRAPHICS LEGEND NOTES OF FLO PARTIAL SECTION AREA CALCULATIONS - _-- INTERIOR ELEVATION DETAIL # DRAWING # I a DETAIL # DRAWING # _ - - AR 96399 BUILDING SECTION U ( - / --- DUAIL CALL -OUT DETAIL # DRAWING # DETAIL # DRAWING # Sang-Yub Lee, PE A1.N TOTAL LIVI N = G AREA. IFOUNDATION PLAN NOTES SCHEDULES & DETAILS 3164 CEILING HEIGHT CHANGE FLOOR PLAN 0Ln A2.82 CENTER LINE {Uj A3.82 SPANISH TILE SECOND FLOOR PLAN U"12 0 ELEVATION MARKER < 64 SHAKE SIDING EXTERIOR ELEVATIONS O S COVERED LANAI : SLAB RECESS 317 FRONT & SIDE ELEVATIONS ..j GARAGE(.) FRAME BEARING WALL A5.2.82 TBK 4138 INTERIOR,WALL (NON-BEARING) , A7.82 BUILDING SECTIONS FINISH DIFFUSER LAYOUT ..y , CMU MASONRY WALL CC ,a j - S Q _ = EA 'a H M2.82 Z k LN o GABLE END WALL a d z T-4 ELECTRICAL.:LAYOUT INSULATION E1.82 FRAMED KNEEWALL I - - - DE : RATIVE STONE :.........DR Uj PPED SOFFIT c D3__,L ARD' & DETAILS ,wAA NOTES & DETAILS P11ftAST LINTEL/ HEADER a DHSANDD DESIGN - FRAME CRITERIA SINGLE FAMILY RESIDENCE.- GROUP R3 TWO STORY: FIRST FLOOR SECOND LOOK - FRAME BUILDING TYPE: MAN. of K CATEGORY: II SASEDO ASCE 7-10 DFL E ON BI# 5TH EDITION (2014) WILLIAMSBURG 07 F.B.C. 5TH EDITION (2 14) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 5TH EDITION (2 14) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. H EDITION 2 F.B C 5T O ( 14 PLUMBING ) EXPOSURE. B F.B.C. 5TH EDITION (2 CONSERVATION 14) ENERGY ENCLOSED BUILDIN3—INTERNAL +.18/-.18 vrE PRESSURE COEF.: F.B.C. 5TH EDITION (2)14) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR X ITV. PLAN FOR ACTUAL PRESSURES: . 5TH- EDITION 2 F.B.C. 5 ( 14 ACCESSIBILITY ) NATIONAL ELECTRIC C DE 2011 NFPA 70 FEMA RULES & REGULATIONS N.F P.A. 1012014 ASCE`?-10: MINIMUM DESIGN LOAD THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID W Q W �V to U U V Q W CID U Z F— Q i 00 =G) O 'L 0 4N TO THE BEST OF KY KNOWLEDGE, THE DESIGN DE1q= ON THIS - .DRAWING ODNAM WITH THE APPUCABIE MD@NN BUILDING SQUARE FOOTAGE NOTES OF FLO COASTAL ELEVATION ON AREA CALCULATIONS C1 S.F. COVER SHEET - Index of Drawings I a FIRST FLOOR J,GENERAL 1591 AR 96399 Manuel Gonzalez, AIA SECOND FLOOR Javier Hernandez, AIA 1573 Sang-Yub Lee, PE A1.N TOTAL LIVI N = G AREA. IFOUNDATION PLAN NOTES SCHEDULES & DETAILS 3164 0 rn FLOOR PLAN 0Ln A2.82 FIRST FLOOR PLAN {Uj A3.82 SECOND FLOOR PLAN U"12 0 COVERED ENTRY < 64 IIa u� C O EXTERIOR ELEVATIONS O S COVERED LANAI : A5.82 - 317 FRONT & SIDE ELEVATIONS ..j GARAGE(.) 593 A5.2.82 TOTAL 4138 LLJ` I A7.82 BUILDING SECTIONS DIFFUSER LAYOUT ..y , M1.82 W Q W �V to U U V Q W CID U Z F— Q i 00 =G) O 'L 0 4N TO THE BEST OF KY KNOWLEDGE, THE DESIGN DE1q= ON THIS - .DRAWING ODNAM WITH THE APPUCABIE MD@NN BUILDING LIST OF DRAWINGS December 15, 2017 OF FLO COASTAL ELEVATION ON Po C1 P�! G g COVER SHEET - Index of Drawings I a GNI J,GENERAL NOTES AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA FOUNDATION PLAN A1.82 IFOUNDATION PLAN Sang-Yub Lee, PE A1.N IFOUNDATION PLAN NOTES SCHEDULES & DETAILS 0 rn FLOOR PLAN 0Ln A2.82 FIRST FLOOR PLAN {Uj A3.82 SECOND FLOOR PLAN U"12 0 A3.N < FLOOR PLAN NOTES, SCHEDULES, & DETAILS IIa u� C O EXTERIOR ELEVATIONS O S A5.82 - J FRONT & SIDE ELEVATIONS ..j A5.1.82 REAR & SIDE ELEVATION, F L 0 , & R00 SLOPE PLAN A5.2.82 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS LLJ` I A7.82 BUILDING SECTIONS DIFFUSER LAYOUT ..y , M1.82 CC ,a j - S Q FIRST FLOOR DIFFUSER LAYOUT M2.82 Z k LN o ISECOND FLOOR DIF SSERLAYOOUT a d z T-4 ELECTRICAL.:LAYOUT H 0 a E1.82 FIRST FLOOR ELECTRICAL LAYOUT I E282 ..SECOND FLOOR ELECTRICAL LAYOUT Uj STANDARD NOTES & DETAILS c D3__,L ARD' & DETAILS ,wAA NOTES & DETAILS f 1 f E COPY DHSANDD STANDARD NOTES &DETAILS lay HOUSEtILEVATION ABBREVIATIONS ABBR. ch. FL FULL NAME ELEV. CODE MAN. of MANOR 03 WIL. 1 LJJ WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, �.0 VERSAILLES 10 CLA. MED. R AL I'JUMBER 10I4.0 .. CLASSIC MEDITERRANEAN 18 19 TRA. ' . TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL BOR. SPANISH COLONIAL BORDEAUX 32 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS.: CLS. TUSCAN CALAIS 44 46 ITV. ITALIAN VILLA 58 PBC.;; PALM BEACH 80 CRB. CARIBBEAN 81 CST.' COASTAL 82 W Q W �V to U U V Q W CID U Z F— Q i 00 =G) O 'L 0 4N TO THE BEST OF KY KNOWLEDGE, THE DESIGN DE1q= ON THIS - .DRAWING ODNAM WITH THE APPUCABIE MD@NN BUILDING CODE IN:EFFIC AS OF DATE OF CIMMI]ON BELOW. December 15, 2017 OF FLO Po P�! G g I a 6 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 0 rn 0 0000 0Ln Go N N (D {Uj E Q Mt 1 U"12 0 �C J 42, '� , < . -00 00 IIa u� C O LU. C � w Ln 12 EoV< J N V ..j 0 N CL �,r E - LLJ` I ce L Ce Uj ..Lj ILU LU1 O ..y , t Z Uj 2t F- w CC ,a j - S Q ! LJJ V F— LI Z k LN o a d z T-4 H 0 a I LU Uj c f 1 f E COPY lay Ap M'wl DeP ch. FL ,uildtnf of W 1 LJJ U Uj E ac > tZ LU �.0 f -5;V ; R AL I'JUMBER 10I4.0 .. D z z O Z � W LUO IY 0- ce cc z m O w O w ~ 0- 0 w = ¢ m W 0 � O wce �� O w0 fu O U) p w=z O U UjLU z Q O Lw W Z a 0 zz _ < 2: H W 1-4 O W O J = Z ¢ O O uj O a - V w M LU Q U O cl Z 0 U) ¢cwC U i w m z 0 w '¢ U.1 =a m ¢ W JO J 0 _ cn LA_ LU O p (n V O LUch b 5-09 ce a O z LU Co En LU M En Q=(~nom m pm W LU ¢ U) O Ur .� uu LU Z V I=- ce cn �- m z 0 > z ��LU_ �zv LU 0 z 1=—zw m � a� UJ W > O Z wi�_j Ud w¢cn WLUX: w O p Z w g Lu = p LU U_ w z z z U_ O 00w z 0 � O GENERAL NOTES Z zLU O Q rq N a Lu DOORS & WINDOWS APLUMBING LLILU z Lu U_ z 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE V Vw w ¢ W � 0 I c� 0 0 j � � w 00w 0 DE Di EFfEf.TAS OF DATE OF CEICTIFICAMN BELOW. DEC 2017 F° t GENERAL NOTES t9�U�w uvan h. urummona AIA DOORS & WINDOWS APLUMBING LUpm oz-� = 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE �---0E ¢�� I p W m w --,ZJU AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND � 0 U_ USE OF TOOLS AND PROVIDING A CLEAR OPE G OF i�OT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEI " HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM THE 00ENING SHALL NOT BE MORE THAN 44 OFF THE V 1- 0 DURING ERECTION. THIS INCLUDES, BUT I T L IT T U U S NO LIMITED THE ADDITION OF �� FLOOR AND NO PART OF THE OPERATING MEC ISM SMALL BE PLACED HIGHER THAN 54 A.F.F. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH TME APPMUE MM14UN RMIDDNG 0 DE Di EFfEf.TAS OF DATE OF CEICTIFICAMN BELOW. DEC 2017 F° t GENERAL NOTES d8 uvan h. urummona AIA DOORS & WINDOWS APLUMBING NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ROC DURE A ALL BEDROOMS RE REQUIRE AN OUTSIDE WIND OR D Q OR OPERABLE FROM THE INSIDE WITHOUT THE , THESE PLANS ARE DESIGNED IN WITH THE FLORIDA. BUILDING CODE. PLUMBING AND AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS USE OF TOOLS AND PROVIDING A CLEAR OPE G OF i�OT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEI " HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM THE 00ENING SHALL NOT BE MORE THAN 44 OFF THE RESIDENTIAL DURING ERECTION. THIS INCLUDES, BUT I T L IT T U U S NO LIMITED THE ADDITION OF �� FLOOR AND NO PART OF THE OPERATING MEC ISM SMALL BE PLACED HIGHER THAN 54 A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AND BE MOUNTED 261,ABOVE / o0 Z Ujd- . ABOVE FINISHE RAD HALL HAVE THE WINDOW SILL HEIGHT WINDOWS GREATER THAN 72" GRADE: WHATEVER TEMPORARY BRACING GUYS OR TIE -DOWNS MAYBE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED PRENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, m C7 ¢Uj THE OPERATING MECHANISMS FOR SINGLE HUN WINDWS SHALL BE AT OR NEAR THE SILL EQUIPMENT, ETC. 15 S C) w V1C) WINDOWS INDICATED WITH (E) OR (EGRESS) M BE AANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD fu Ln N L_ 0 CODE W/ RESPECT TO MIN. EMERGENCY EGRESS QUIi��MENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" E 0 V1 N.. - ALL GLASS WITHIN 24 INCHES OF ANY DOOR, S INC GLASS DOORS, ALL GLAZING AT TUB AND , HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" kD o d' SHOWER ENCLOSURES AND WINDOWS LESS THA '60" ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES STRUCTURAL DESIGN CRITERIA TEMPERED SAFETY GLASS SEE ADDITIONAL SAF ' F GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND LIVE LOADS:.. ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING G GE TO LIVING AREAS SHALL BEE EQUIPPED WITH -, Q RESTRICTIONS HAVING ] RISDICTION ON THIS PROJECT. RES RICT ONS U CT RESIDENTIAL FLOOR UNLESS OTHERWISE ' INDICATED. 40 PSF 40 PSF SOLID WOOD DOORS NOT LESS THAN s 1 /INCHES., 5 MM IN THICKNESS SOLID OR HONEYCOMB CORE ) F STEEL DO 3 - ORS NOT LESS THAN 1 /INCHES (35 MM ICK, OR 20 MINUTE FIRE RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE BALCONIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRA.. G, TO FR WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. STAIRS ATTIC WITHOUT STORAGE 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MA NRY " " WITH i/4 DIA. x 3 1/2 TAPCON SCREWS, 6 FROM EACH END AND 12" C/C. ADDITIONAL FRA G MEMBERS SHALL BE NAILED TO PRIOR STUD W / DRAWINGS SHALL NOT BE SCALED. ATTIC WITH STORAGE 20 PSF (2) ROWS OF lOd NAILS AT 10" C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. HABITABLE ATTICS SLEEPING ROOMS 30 PSF 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REG NS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR°,, UTTERS WHICH HAVE RECEIVED A MIAMI-DADE I V) STRENGTH E i I OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEP CE (NOA). THE NOA SHALL DEFINE THE @ 28 DAYS z MINIMUM REQUIREMENTS FOR CODE COMPLIANCE., IN AN EVENT OF A CONFLICT BETWEEN THE REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMEI ; , THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BEINOTIFIED. ALL REINFORCING BARS ASTM A615-60 60,000 PSI >, Uj ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, M=1500 PSI MORTAR TYPES,, 1800 PSI GARAGE CEILINGS WHERE HABITABLE ABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/. " GYP. BOARD APPLIED TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL ' SHOWER AND TUBLOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS C ST,IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL H►VE WALLS UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/Z INCH GYPSUM BOARD. WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: OF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION TRUSSES: TOP CHORDLIVE` LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF 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 BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF STUCC WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXT' IOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH QVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOO, PANELS. ..LOAD, BUT NOT EXCEEDING ACTUAL DEAD OAD. CONTRAG'OR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF OUTD00 `KITCHENS LIVE LOAD: 40 PSF ALL CONS; RUCTION 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 TOTAL 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. FOUNDATION/SITE PREPARATION: ANCHORA - METAL MD WIRE LATH: 1. ALL METAL LATH SHALLBE LAPPED 1 INCH MINIMUM. 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARIN J PRESSURE OF 2,500 PSF, 2. AL�-ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL FOOTING EX _ G CAVATIONS AND SLAB SUBGRADE SHALL BE MPA - CO ED DRY DENSITY CT TO R DNS BE PLAC D NOT T MOR r, E THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ::. w� _ ,. NW1� D 1557. TREAT A L,SOIL FOR P . n � OTECTION. _ _. � _t x 3. META AND W IRE LATH SHALL BE ATTACHED ._ CH TO VERTICAL WOOD SUPPORTS EQUIVALENT 0 S WITH THE E U NT 2. THE N OWNER SHALL RETAIN F4 3 0 D A�l G_ ANIZED OR BLUE COMMON NAILS DRIVEN EN TO A PENETRATION OF AT LEAST /INCH AND a .- THE SERVICES OF AN INDERENDEN GEOTECHNICAL ENGINEER BE NT OV , TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE - TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHE , TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTSHALL BE RE OMPACTED S C 11 GAUGE BARBED, GALVANIZED OR BLUED NAILS 1 Y2" INCHES LONG HAVING A HEAD NOT LESS THAN a INCH IIAMETER. AND RETESTED AT THE CONTRACTOR'S LEXPENSE, AND AS DIRECTED BY THE ENGINEER. . 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE MIRRORS `= COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE 3Y THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION SECTION R318 PROTECTION AGAINST TERMITES A IN T T MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED- ALL INTERIOR &EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE PESTICIDES BAITING SYSTEMS AND PESTICIDES APPLIED TO W- R OTHER APPROVED WOOD, 0 0 HE A IRO ED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. OF TERMITE PROTECTION LABELED FOR USE A PREVENTIV TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. SECTION 202, REGISTERED TERMITICIDE ; UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HAT CONTAINS THE FOLLOWING STATEMENT: THE D . A A WGS RE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED T THE ARCHITECTSATT PRI R C 0 ELATION 0 TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL C EL CTRICA DRAWINGS.' DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. 1) METHOD OF TREATMENT SHALL BE APPROVED BY TH GOVERNING JURISDICTION "LIQUID BORATE GROUND. FAULT CIRCUIT PROTECTION, ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OR BORA-CARE" PRODUCT METHODS MUST BE DETE MINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT 0 .DRILLED THAT EXPOSES. UNTREATED SMOKE AN CARBON MONOXIDE DETECTORS HAL B HARD WIRED 11 VOLT TYPE) T D SHALL E ( 0 0 E) 0 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON -SWITCHABLE ' KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE OPTIONAL BORATE APPLIED TO ALL FRAME ME DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BERS WITHIN 24" A.F.F. 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" z FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 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. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LINING 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. W V J z Q Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH TME APPMUE MM14UN RMIDDNG 0 DE Di EFfEf.TAS OF DATE OF CEICTIFICAMN BELOW. DEC 2017 F° t d8 uvan h. urummona AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O p w < o0 Z Ujd- U)�N . N ^ 0 cl 4 It m C7 ¢Uj i J ALL-- Z 15 S C) w V1C) N C. L C oo , fu Ln N L_ 0 06 E 0 V1 N.. - O N U r; kD o d' N a. 1 un , 1 I k LLA LLA i ' LU w Q Q C LLJ. �€ N L z LL_ ^ w '. (� J ,--1 vi o I ca Lij I V) E i I F F - 0_j z (D :_U LLJ m �­ aLU ''Ui. LU n Uj V SERIAL NMS H ¢Q 12 z E w O oG ad o w 0 LU a ?� Z OO w ¢ LU h CD jp � 0 w 0 0 z= H LU 0 J W Z 0 iu> 0 W N Q LU F— Uj UL.0 U) Ind LU Z � a Z Z W 1-- � W O J F- Z 0 Ce 0 0 Uj Co U Ce -, Uj 4 0 O CC a z 0 w ¢ cc c.i Cem Z �2U)a w ZLLJW m ¢ > J � J LL- in 0, CO �0 i:ei Uj o 0 Ce aoZ LU zEn0 < U) CQ LU Z m LU W ¢ �S(n W N J LU Uj GCZ U ~ a ) sU Z0>Z �., 0 �LIJ ?zc=n 4v) Uj w 0 oCw p cC OQwO Uj �- > U Z W Z cnV J ��¢ LLIW Ln¢ Z w N0 w U) U) ,a., 0Uj 0 0 LU (� UJ H Z 0 w 00 Z 0 Z I � Z a En O zUj oa ¢ocn z� �� z Z V w 0 �(n�W < Uj Z Z �� LU Co W �Ce oo= wCCOOW 0 'r J Z _3 J 0 OR 0 z �t ADDITIONAL NOTES, SCHEDULES, &DETAILS NOTE: STEMWALL FOUNDATION C7 CAN BE FOUND ON THE A1ce- .N SHEET. TO THE BEST OF MY XNOWIEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIESWDN THE APPLICABLE MINIMUM BUDDING CODE IN BfEUAS OF DATE OF CERI7FICATION BELOW. December 15,2017 ° O FF �s sg s R 967 08° � M ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LU o rn 0 ON ,-4 00 cLn'o < d� U N ' 0+-NUj > CL d' -j OM1 U 'LU L tu U < a , ooh, V)caw nO v TL " O 00 . tt N C N (� i 1-4 LU cd Uj ?jj3 Itz ' LLJ O LU J Inco ce w � U F- Z 0 N L4 N Z ck 0! C Uj U Uj CAI N J l l a I z 00 z o Q 'InQ Iaj U :;p SIAL NUMBER 1014.0 zw b-4 C:) o z z a u, z�w LU T w O a oC Q0 �O W J O a�Z O w Q CO > H 0 p 0LLJ =i- LU OajO W N Q W a z 1Uj Z W V I� LU W - J W= Z LL. in O w zzLU z� LM 00 L N S z o z PLAN VIEW o. - Zo zoQ 2 SECTION GAR. DOOR 1 SAW CUT DETAIL HdUUj ? 1. n _ ,_ n n _ , n w `p o z N SCALE. 3/4 - 1 0 /�11.N SCALE. ,3/8 -- 1'-0" z�"'o W a ¢W' Z=zz Z w`�` m Q �Uj o= tn� W Co W z Jtv � J O L=- QVNO LL � TEE BEST of Mr iGwwLEDG�, THE DESIGN DEPICTED ON THIS DRiW/D!G COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LODE 1N EFFECT AS OF DATE OF ®O1FIGITION BELOW. SLAB LAYOUT NOTES: �, OF 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. ' ^^OZ Cl 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS e w Ce O 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING Ovan G. Drummond, AIA W V I� LU W - J W= Z LL. in O w zzLU z� LM 00 L N S z o z PLAN VIEW o. - Zo zoQ 2 SECTION GAR. DOOR 1 SAW CUT DETAIL HdUUj ? 1. n _ ,_ n n _ , n w `p o z N SCALE. 3/4 - 1 0 /�11.N SCALE. ,3/8 -- 1'-0" z�"'o W a ¢W' Z=zz Z w`�` m Q �Uj o= tn� W Co W z Jtv � J O L=- QVNO LL � TEE BEST of Mr iGwwLEDG�, THE DESIGN DEPICTED ON THIS DRiW/D!G COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LODE 1N EFFECT AS OF DATE OF ®O1FIGITION BELOW. December 15, 2017 �, OF ^^OZ Cl ® e w Ce O 967 88 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA j>—Z Q W Sang-Yub Lee, PE 72328 O � Uj O 00 t-- c6 cc Op E N I LU 9A ` Q Uj > coC . CL p M I ;W v ... W J =za L.. � B.R. a ` V� 00 U c LU12 Ln O 0°0 �r BBBB� N U �o .j < H O O LU -j 8 Ce C) , I ; Uj Uj LU Z th LU O J Q H Q w O Ce i"- LU O i p O to d9 -- .QJ' tt; c W wx: cwC C� w m LU til z p i s .� ,o z W dd LU LU LU i= LU LU Ed aLU > U J h O p LU � w z W (n 0 (1) �00„ r -I O cG CA 0 MRMI , .n ■C■^^ V W I --I ao o UAL NUMBED 1014.0 U aoz z°�°� zw�� Q cn mmW� W m J C W a o („) Uj O -j z FRONT WALL OF GARAGE I— z w � h Z Q- tom Ce PROVIDE 1 1/2" D x 5" W Q w z 1-4 p RECESS AT GARAGE DOOR W.W.M. PLACED IN UPPER I"' w _ z U U) �� I, PROVIDE 4,1/2 D x 8 W RECESS 1/3 OF SLAB OR FIBERMESH / REINF. PER PLAN Q E z SLAB RECESS 1 1% I. z IN SLAB s ,,, o Few � BRICK 1 I, / � 1/8" (MIN.) SAWCUT x 1/4 OF Ln � m PAVERS GAR. w � SLAB THICKNESS SEE 00 a z o Q ,,, o FIN. LR. GARAGE FOUNDATION PLAN FOR LOCATION O � vi ¢ v W z ti1�JQ �' d. ' DOOR SLAB a' w C) U, ,� aLU •, :a - RECESS p�z LU o� oc cn - j WALL PER PLAN 5" Z g oCu�ZZ O p ,--I W • • 4 . — _ w__ W V I� LU W - J W= Z LL. in O w zzLU z� LM 00 L N S z o z PLAN VIEW o. - Zo zoQ 2 SECTION GAR. DOOR 1 SAW CUT DETAIL HdUUj ? 1. n _ ,_ n n _ , n w `p o z N SCALE. 3/4 - 1 0 /�11.N SCALE. ,3/8 -- 1'-0" z�"'o W a ¢W' Z=zz Z w`�` m Q �Uj o= tn� W Co W z Jtv � J O L=- QVNO LL � TEE BEST of Mr iGwwLEDG�, THE DESIGN DEPICTED ON THIS DRiW/D!G COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LODE 1N EFFECT AS OF DATE OF ®O1FIGITION BELOW. December 15, 2017 �, OF ^^OZ Cl ® e 967 88 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O � Uj O 00 t-- c6 Lis E N I LU 9A ` Q Uj > coC . CL p M I ;W v ... L.. � B.R. a ` V� 00 U c LU12 Ln 0°0 �r BBBB� N U �o .j < H I C) , I ; Uj Uj th LU O J Q H oQ Ce i"- LU O i N .QJ' tt; c LU til i s Q 3 W dd LU i= LU U LU 0 �o z • �00„ r -I 0 Uj 0 e ILL. t UAL NUMBED 1014.0 Z U_ .�. O 0Z =0 O ~ uj x eC twniu0 a m Oa uj J LU O a Z W=Q m L w W � 0 Ln oho w O W Q Z 1- x O 0 U� Q Woo ZZ w H � � W O J21 O 0 O LU Ce 8 VO z -O W a oc U C'L m � Zp O Z � Ce W a o co > _jj 10 Q C) wcxn O 0 Ce 0 w in LU P-4 0_0 0 me a O z _°}°� zLU w00 Q Z LU Z m Co w_ j 2: W 10-49 Q 0 0 nWv 0 n J W W a C co Q p > z cn a o LU x 2 W Z cn uj 0 = 0 w 0 t Qz co 24 M LU uj �z=z° w— 3 Q uj`tt Ce 0 W_ to � CeuQi. zz w, 0LU� V =p w En w z0di z ZLU zU_ OOcn z a Ln 0 Q�v�� O z Ce H a wUj Q wZQ z LU w 0 aw W Q W I~L z=z �z to 3::uj 0 _Z W ; 0 FIRST FLOOR PLAN �- C F[CAN IONAL NOTES SCHEDULES & DETAILS = Co w SCALE: 1/4" = 11_011 COASTAL � � Z E FOUND ON THE A3. N SHEET. II aUI_0 oG 31 4 69'-2" 81-0" 61'-211 Nva COMMUNITY DEVELOPMENT to' -2" 22f-81' 6'-1011 1s'-11" APPROVED ir I t ' HB D A I A I O w 0 ----;; ......................... - MT Q I `' n, CD FRAME HEADER rHEA OUT TO MATCH TH = 6'-2" 14'-11" 201.311 COLUMN WIDTH EQ. EQ.f "L o l 1 I TYP. I iz STEPS o >1 0` VENTLESS Wool -, 1 C? I -- FIREPLACE 1 11 = („ a 22x36 I , 1 18 -10 oq BATH 2 TEMP GLASS U_ �I i �, 1 1 ATTIC .� I � 10'-0" CLG 1 I1 11 O o -0 13 11 w of ACCESS 18 WATER THREE CAR I , CD _ 5 -0 SOFTENER LOOP GARAGE I �X� I c 1 °° GREAT °° I 91-0" CLG. !L ROOM 101.011 CLG. - - MT M `" 6'-10° STUDY COVERED 10'-0" CLG. 1 00 LANAI CONTINUOUS 1 11 is HANDRAIL LLJ 101-011 CLG. 11 31-711 0 31-711 131.511 I 18 -10 611 STORAGEESM �, OP 1 ' ::: - L N x> SLOPE CLG. o 36" KNEE WA L \ I Y(D'. M oc \ - _ 1 M TWO-STORY Col.`-° I COVERED _ 101.01120 4 FOYER I M ENTRY up 20'-4" CLG. _ - —00 - _ A M I1 1 11 I 1 11 — 1 11 1 `MT 1 it 1 1 1 11 A7.81 18'-10 1 -7 3 -11 I 21-2 6 -10 -2 4 -8 G7 F_ 11 bo - w A o 6 1 0 1 _ —T - -0 FLAT 71-711 1 M -U >A7.81 12 L SOFFIT A. F. F. ;• ;..:......:: _ m X6 WALL TOP @ oo ;: - U — o a l ;?: 34 1 2" ROUGH 630" w3o" ----=----------- --------- - _ – �• 0 -T- 22'-5'1 _ I U CD —l 11 ;:•: 1'-4' -- 131. II 1 41. ' :- ---- i i = OPENING SEE Q z 1 ------ ---------, ; II PANTR _ I I w o ----- ------ : ,III,1, I - �_�� ELEVATIONS V I 812 B18 l : ,IE REF."0'-0" DINING °o Lu GOURMETIII SPACE I I FOR DETAILS i BREAKFAST ; DW I�; L�° ROOM I =�� U 1 L B KITC EN , I I =N N 1 AREA 10 0 CLG. to o cLG. wl = 0 SINK W/ DISP, O I z .-1 10 0 CLG. 1-4 I I - -t-1 o 11'-21 -011 6'-7If '-1016I4B G4 COOKTOP " BB18 B3618" :: ="1-91-011 , , - - o DBL. B33 0FLAT i _ ::: M _ NN SOFFIT A.F.F. - N OVE" O W36 — — W36" W33 .--I — ::1:% o Ln LINE OF SECOND `J o Tis O GAS TANKLES O4 10 SQ. COL. TOP @ FLOOR ABOVE C ) 81.8" A.F.F. TYP. 3 7 -WATER HEATER C7 PLACES o1 71-211 4�_51T " I 011 51.611_gM 8'-0" 481-611 81.011 41.811 1-211 69 Lnj 00 Ln N I lW 0 TO TTS WT Of MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWM COMMIES WITH THE APPLICABLE. MINMLNi BUILDING CODE IN EMM AS OF DATE OF.CEROACATTON BELOW. December 155, 2017 OF FL r �� C-jR 967 r Ka" ' Ovan G. Drummond, AIA AR 96399..: Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o` rn LII 0 rn }J M Wid. Z Uj V �+� 0 >o CL N V U � W" U_ o45c C V) ()0 im co (5 12 Ln Eoo CL N o j N a 1 1 1 ' V) L 1 ' til ..,. { Uj O LLJ F_Uj ( J z w E--1 2t 0 I I �a Ce W U Z { N LH N i � i z0 0 1 � U I Baa to LU LLJ S S i I i 1 0 go N CL o � ri. J LLA Ce tLU Fj cc al ILL. 55 SERIAL NUMBER IN I �o oz Q z U) °� Ot w W a I- to W O f]G �a oz°J° W_J LL W GC O ago wi z¢ F-- 0° o Lu z=� Qt7.z Ju0 .Oao `>cOn w¢uiz GC ui Z u U) WIZ � a � �zZ UJ n W O J N zz¢ O oc � O w a O a J V m U O Z � V a o cc Z W ce ui c� ca zOZ vi � cc ce- a ` 0- W ca Q > 0 J a ui (n o � oce V O w0 Z Oz =m0 o ui (n cn 0 Q ui m m ,z J 0 J W � Nw Lm O ( J W W Z U h oC I ¢3cnm Z 00 > Z o� �zu LLJ U) ui M V w 0 t- z v W cea m� ac z u ¢>uj ou zZ=o N '�-� J Lu ce uj W O 0 D P-4ui H W 0 ¢I n W W zoW� �.w�w Z O Z �... 4 Z 0 z. O z WO aOZ� H a LU x W QWLLZ LL U_ UJ can - W U Z=zz W12m _0= ui uw cm W V_ J Z J u- 8 LL O V t� To D 3'-4" 40'-5"u 16'-1" 2'-10" 17'-10 8'-9 7'-3" 10" 71-2" 10' 1 COMMUNITY DEVELOPMENT APPROVED { 0 BATH 9'-0" CLG. 0c .. ......................................................................... ..................... ............................... I 13.011 12.4�� 31_01' 51_611 4._0.1 if BEDROOM 3 14o� BEDROOM 2 9'-0" CLG. ; � L20., "' _ o 9'-0" CLG. I S %C CHASE in A/ , lid- - I- w co s �.' cv :;: ROOF I -. = z -- _ -' 0 _`� PROVIDE GAS v- NEN a, BELOW N FOR DRYER vso^ 10 I HALL = - - :.: PROVIDE DRIP PAN _ o _ 10 M I rn BO 10 9'-0" CLG. T; _ I UNDER WASHER _ OLn I ' 101-611 2'-611 3.-0'1- o 7°_0�� , �,,, 1'-7" 2'-5 -- --- . 10" SQ. DECO. :•:: N I DBL. R&SH - COLUMN. SEE .,-------------------- -� ' _ 10"x10" AIR _ ELEVATIONS FOR GAS L.. JUMPER `c 3 -11 9 -3 • M �� DETAILS , _ I = i ,_5 5'-4 _ CONT. 6 _ - 1— - - E o i HANDRAIL LOFT 42" HIGH UN. " = 9'-0" CLG. co KNEE 00 - - , @ 36 ABV. N O W.I.C. �` ` 9 0" "' NOSING 9°-0�� CLG, l x \ I ce 13 C . 13 42" HIGH ' --- co co I i �. °O CONT. 42" HI H RAILING WITH ® c c, J � E �-- -- -� WALL W BALUSTRADES — M c,r, I -- AH 1 I ' N KNEE — o R&SH SPACED TO COVERED 10 / CAP. 0 REJECT'A 4.. «� DECK I I ATTIC = OOF BELOW .:: o _ - ------ SPHERE TWO STORY :::. �,,, g'_4" CLG. I . 5 1._2.. °° o S I RD RAIL rA WACCES , 9 - ( DN. _ - _ FOYER _ - I_ 42 HIGH GUA _ _��» 20'-4" CLG. — - 7'-2"_ W/ PICKETS SPACED A7.81 (,7Le 1 10�_2�� 3._�-$" 3_7" 3'-7" 9'-0" CLG. 13'-11" r, o _ TO REJECT A 4 DIA. 'Q ::.:::::.::::::::::::. 1,1. 7 1 n a " � 11 01 rA :::: - - - - - 10 -8 3 -4 - 12 -1 ;. 6 d. 10 SPHERE 1Z2' °� A7.81 r 8'-0" FLAT • I a W 1 . - Zo SOFFIT A. F.F. ....................................::::;# �; (TYP.) U.N.O �4z• BINET �4z• Z MASTER I OK _ N LAT SOFFIT, SEEoI_-BEDROOM d' 0 MASTER � ELEVATIONS FOR DETAILS Q - 9 -o CLG. �' BATH 10 BONU ROOM 10 " 9 -O CLG. i i OCL. 4CU :::. L( 7 9 G R.. 42 HIGH GUARD RAI s _ oo ( � W/ PICKETS SPACED _ ;; n N V € 1- �, o 11'-3•' ::::: ROOF TO REJECT A 4 DIA. 171-2112°_4" 7'_0.. .:: ELOW SPHERE '-' _$ U ENCLOSURE 7 % Q ::: 3 5 4 `0 BOTTOM ONLu a ; 14 4" CURBI c m v, = O .............................. _ C„) M I o ................. ............. . . ;;. ................ 1% 1% .......... ............... NICHE G F— �O ICE 0 I TEMP. GLASS IO z �, i F ZEE -STANDING —/ ENCLOSURE BOTTOM ' cn SOAKING TUB ON TUB DECK I '- " 10'-2" 8'-10" 161.01 0 7.2 0 ll 2 4_ - 31.411 401-5" 7'-3" 8'-10" LO 59'-10" O I C'� u 1 Ln 1 00 L tV W W v z (Q SECOND FLOOR PLAN UI SCALE: 1/4" = 1'-O" COASTAL H ce3 zu_ ,..� O oZ z 0 a z cn w OLu ce a O w J 0 LCUL0 O � Z w=Q w ~ O F- 0 0 = z=F- Q t=; z D � 0 j zo O w w � O O W Q Z V Lu tnZ a Lu,z DOORTAG DOOR SCHEDULE (3--DOORCALL -OUT Luso TYPE SIZE REMARKS 1 1 THERMA TRU INSULATED ENTRY x R' -o" W/ 12" SIDELITES / TEMPERED M Ji z=ZZ o z ` O O � I UJ m w I k i Luso { J w =QW j Yn mw® V ' � Z, o F- k o t; f t W J W 3 z=ZZ o z ` O O � I UJ m w I k i V f` { w ujko(( j Yn mw® V Wj!k � Z, o F- k t; f t f W V f` { w ujko(( Yn mw® V V � Z, o F- V Q w 00 U Z, o F- t; f f 3 co S sO OLn100 (! F I w E Ln W V) 10 zz Z ;_ Lu 1-4 z� 07" z O N ., v� Ce oma= a Cie WO w O Uj W z OJ w Q LU 0 oo_ z=�-- o '0 Uj U o `uo fop 03=o � � o U U) a W UT y1 j Z UjZ 0 W O J _Za LJLJ O d J U � m < w 0 0005 Q�owC CV u Leg p z c CAI Q w _ a O �- w o°CoQ J 0 J O Q U_ N to 0012 J O tbZ O Ce a0 LU Co U ZLU (n00 m0°w J w Q p 0 �cnwcwn O to —i= LU z cCCg'nm C9 Ce w Z O > 3 Ln w O En p � w LU 0z = U W 0 Z U LU m a p¢ w 0 U A�LU W J Z w-tn¢¢ Ce 0 = 0 LU cG Uj LU 1�1 H H U 0 w WUj Z p w i Z z Z U 0 O z z b 00O 0Uj&-4Q a O z' Ce Uj Uj Ld �u.ZQ H w U_ Uj W Qw'S (A 1— P z = Z Z W� CO p C) O w Co w T�zJ'� 3 0 U_ ¢cit -0 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' ROOF PER DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED CONTRACT OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2 2. TO EACH ELEVATION _ A5.2.82 "CORAL -LIGHT" OR EQUAL PRE -FINISHED 11 FOAM APPLICATIONS SHALL BE INSTALLED AS PER 5.2.8 3. MANUFACTURER SPECS. U.N.O. SECOND FLOORPLATEHT. �' 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 ._4T. -- ;5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE TY m m m m � 5 1/2" CORNER TRIM- BAND E:1 L FLASHING (lYP') OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS –j 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON c a ALUMINUM FLASHING ---- .:........._ THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS -r ----__ c 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE'. F HEEL AT DINING C" ARCHITECT DESIGNER CRICK _ ......_.-.:------.- _ _-......... � ,, - 2ND FIN. FLR. — - - - - - - - - - - - - — THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING. ... _....................................................... .....:. .....:_ M WITH THE SUB -CONTRACTOR MANUFACTURER AND PLATE HT. / N AT DINING - - - - - - - - - - - - - - - - f - N 8. THE ARCHITECT/DESIGNER IN WHICH ALL -- ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION � 79. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING d- I I k,&55.2. HEIGHT TO THE BET OF MY I)AMB)GE, THE DESIGN DEPICTED ON THIS DRAWING COMPIIE.S WITH THE APPLtM E MINIMUM RUDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 w py q , R 967 s D Ovan G. Drummond, ATA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o all 00 Ln Z LU > r+0, _ OD E C rn 0 tD LU_ In W.. 0. a� =OD off, 0 a) MMS . o co < 0 N Q O d WCA p r„ i Uj ce i a LUj i I LUj� i O t �3 �1 J z< Q LUg Ln Oa O E LUWw V I ZN O ; L4 J E ILI �!Uj Uj X, z a I f I Ln O �Q J 1 V 00 0 cn i L ri o C, F- z Ui0_ Uj U. SERIAL NES 1014.0 ROOF PER CONTRACT z U- P -4 C) no aC5 OLU~ W g oC � LU m Ce 0 Z W J 0 a O to Q > F=Uj-00 0 0 Uj v�o J w Z 0 > O Q � LU = 0 V U � Q W .Z a Z Z = Q W oC W O —J _ ZQ 0 "' L 4 O4J. U Q 0 O Z cO W CeQ V i W m ZZ Z �QUSa _ Uja ooW ma> J 0 1 _a oUj( 0 0 ine UJ in b oc� aCe Oz Uj 8 Ln v :O Q W U) H m 00 LU en J W Q W W 0 > Z O S QwUj ce Ztn LU o Z V c a O GG Z '� W vi > zz=z w_j Q Waz Ce U) Ce Q 0 0 Z W �.. w p W- W Z 0 W M U 0 0 Z Z z 0 z�oQ E3 (n �QWa X:> 2: U W� z a 0 z Uj U . W O � 0 Q W u'-- z=00 LU Cern O Zuj Vj 4 F— bO 0 W °O W U � Z J � 0 0 U �t U 1- 0 o Op o OD ao t— COMMUNITY DEVELOPMENT 0'-0 FINISHED FLOOR -- ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. APPROVED ,, :.. SCALE: 1/8" 1, 0 COASTAL 1 A5.2.82 ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 2134 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 7.1 W H W D l� U V Z U Q w 10IHE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WIIHTHE APPLICW-E MDOMUM BUDDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 O gR 967� 8 d Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O 0 Uj o M F ja N N C1 I >co0 CL 0Md' LL C1 M "` N16C LU Eni 0 L C 00 w � m EON< .j Tis CL U n J ,„j ko O O ON0 CL N 01 LL j 1 $ t Eli,f ' T , > , all Uj Lu f LU LU Lu 9 LLJO 0 r � Q 0 CL � LLJ UjV 0 1 Z i LU N Z a6 0 C7 0 i Z i L le E . L M. t i( IZ CL ([(f LU I0 J Cn U- 0 j 10 3ce z 0 0 iQ > ,w W f--� � ce LU W L Ln SERIAL NUMBER 1014,0 0 ROOFING PER CONTRACT, ON (2) ROOF PER CONTRACT / 7/16 SHEATHING a� / CL / 2 1 a / / 2X6 W/ 2" ROUND m / , VENT @ 241, O.C. h / 3/8" CEMENTITIOUS SOFFIT _ MU_ O 07". 12 aO O � T oC T a m O adoL O LU Z LU = c[ caO C W z= w 3::0 _Ce En oho 10 W—_O 13CujZ U LU 0¢ w _ O [J.I Z Z W H � � W O J =z¢ � o Ce O LL oar m QU O 0 w CU L W m ~Zz LU C)ea Uit T•-1 ma> J O J � Q LU 0 U 0 oGLU � Q� LU m U ZLU 0 En ( 0 t9 ¢ w 0 m m W J � Uj -Uj cn J W � QV Z O > O o�ZUc�n Ewoz S O V O UjZ m�az wa> 030 (n J ¢ w w aC vi Z Uj 0 W w LU In LU z O W z U_ Z O ZO N Z a •cn0 z � o ¢ O Z H d W ¢ LU 0 .--T > W Z Z U w QUj w s U U, 0 o- z LU F - METAL DRIP 1X4 FASCIA • 1X4 FASCIA 11-411 2X6 RAFTER I I WALL PER 2X6 RAFTER TAIL @ 11_411 PLAN 24" O.C. 2X6 W 3" ROUND VENT I I OVERHANG 2X RAFTER TAILS @ 24" O.C. @ 24 O.C. 2x2 1 1/2" COVE t SIDING PER 4" TRIM @CORNERS ix ELEVATION (TYP.) STRUCTURAL POST II - 1X6 BASE W/ QUARTER ROUND EDGE 2" I I `2 EAVE DETAIL 5,J2.1SCALE 1"=1'-0" 0'-0" .FINISH S B 1 00 I ... INSULATION AS SHEATHING REQUIRED WATER -RESISTIVE BARRIER STUD (2 LAYERS REQUIRED) _---JOINTFLASHING W RDRAIL PACED TO PHERE. W t' V 5/4 SILL �rs RAILING SCALE 3/4"=" _ / V -1 0 5.2 . ` : 5..2.8 SCALE 1 / 2"=1T_OM 5.2.8 U 1X6 APRON V 5%° \' LLJ _ m ('5_"'WINDOW BANDING DETAIL v A5.2.8 SCALE 3/411=1'-0" �--i �- 1"x4" TRIM z 1 4"x4" WOOD LI, T(, POST Q rn \ SIDING PER ELEVATION 8.2 INT. EXT. Ln A5.2.82 ' OO O FLASHING FLASHING 2nd FIN. FLR. A 1X2CAP O FI N FLR. 8.1 8.1 5.2.82 8. SERVICE CENTER DETAIL FLOOR 1 X 2 CAP A5.2.82 / " " " TT _ ,_ it v SYSTEM -4" ..TRIMZ4x4 4 TRIM o SCALEI-1/2 -1 0 = Ln - 00 1 X 6 TRIM 1 X 6 TRIM POST 6 ,� M Ln 1 X BLOCKING 1 X BLOCKING = N N SHINGLE <, CAULK AS o o SIDING = M = ch = = 2„x4, °« NEEDED o O _ 5 SHAKE SIDING d- '� 0 1/2” SHEATHING E, Fn Cn -1 4"x4" POST F - 4.1x4" _ o O411 TRIM. POST � CAP ABOVE. ILEO 4" TRIM 2"x4" Q O O A jZ �TRAN ,tetTI N DETAIL�Y2z SCALEI-1/21T=11-0" Y" 41_511 11 5.2.8 8 SERVICE CENTER DETAIL F_ ¢ SCALE1/2"=V-0"51.011 8.2 E RVL E C ELATE R D ETAI L _ LU Co v 5.2.8 SCALEI-1/2"=1'-0 �Z�,� 5.2.8 �.- c 0 oC 70 INE BEST OF W KNOWLEDGE, 7HE DESIGN DEPICTED ON 7HIS DRAWING CDMPIIES W7H 7HE APFIICABIE MINIMUM B UIK CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 411 Ll 42" HIGH GUA W/ PICKETS S REJECT A 4" S G g } i R '* I8 f y W RDRAIL PACED TO PHERE. W t' V 5/4 SILL �rs RAILING SCALE 3/4"=" _ / V -1 0 5.2 . ` : 5..2.8 SCALE 1 / 2"=1T_OM 5.2.8 U 1X6 APRON V 5%° \' LLJ _ m ('5_"'WINDOW BANDING DETAIL v A5.2.8 SCALE 3/411=1'-0" �--i �- 1"x4" TRIM z 1 4"x4" WOOD LI, T(, POST Q rn \ SIDING PER ELEVATION 8.2 INT. EXT. Ln A5.2.82 ' OO O FLASHING FLASHING 2nd FIN. FLR. A 1X2CAP O FI N FLR. 8.1 8.1 5.2.82 8. SERVICE CENTER DETAIL FLOOR 1 X 2 CAP A5.2.82 / " " " TT _ ,_ it v SYSTEM -4" ..TRIMZ4x4 4 TRIM o SCALEI-1/2 -1 0 = Ln - 00 1 X 6 TRIM 1 X 6 TRIM POST 6 ,� M Ln 1 X BLOCKING 1 X BLOCKING = N N SHINGLE <, CAULK AS o o SIDING = M = ch = = 2„x4, °« NEEDED o O _ 5 SHAKE SIDING d- '� 0 1/2” SHEATHING E, Fn Cn -1 4"x4" POST F - 4.1x4" _ o O411 TRIM. POST � CAP ABOVE. ILEO 4" TRIM 2"x4" Q O O A jZ �TRAN ,tetTI N DETAIL�Y2z SCALEI-1/21T=11-0" Y" 41_511 11 5.2.8 8 SERVICE CENTER DETAIL F_ ¢ SCALE1/2"=V-0"51.011 8.2 E RVL E C ELATE R D ETAI L _ LU Co v 5.2.8 SCALEI-1/2"=1'-0 �Z�,� 5.2.8 �.- c 0 oC 70 INE BEST OF W KNOWLEDGE, 7HE DESIGN DEPICTED ON 7HIS DRAWING CDMPIIES W7H 7HE APFIICABIE MINIMUM B UIK CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 G g } i R '* I8 f y � 9 All ED) pi'Ap Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 1-1 0 0 `1' Go Z LuN 1 >co6 DMd' ... � LU i d a 00 V C 4A � w - to . �0�< �- CL < U N ITTTTITT < 11 O tC ct 0 N 0- I 0 [ , 2t , LU L;til �! f } £ ij ( yy { j 3 i O p4 �. yy 4,4e.&E E _J Ujw� �� a o LLQ ,� V E O1 LU O t; € � I ; 37 i I t a W N O Z 0 O € 1 z , 1.0 W Ln j roC SEW�L ce �E w W rs.'ERIAL NUMBER1014.0 STAIR RAILING AND 0 GUARD RAILING NOTE to 4.0 a STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, CL. AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. O PRE-ENGINEERED TRUSSES IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT DESIGNED BY TRUSS MANUFACTURER CONCURRENTLY WITH THE CONCENTRATED LOAD, M: 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY z o : DIRECTION. oZ -z o INTERMEDIATE STAIR RAILS AND POSTS (IN -FELL) SHALL Z ,.U) w X,h WITHSTAND A HORIZONTAL LOAD OF 2OO POUNDS APPLIED Zv . Xvx,.. .,, „.rxX XxY<�r y y XxY�,: w F- AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY pq Lj a Ix WITH OTHER LOADS. m 'z J INTERMEDIATE BALCONY RAILS AND POSTS IN -FILL SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED , ❑ ado o❑ n o w ¢ AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY '°D WITH OTHER LOADS. ❑ ❑ ❑ o z o THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS o o SHALL BE 40 PSF MINIMUN. W - - - - - - - - - - - - - LOFT HALL MASTER BEDROOM J W Z w PRE-ENGINEERED TRUSSES S DESIGNED BY TRUSS. MANUFACTURER � o � HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE o z AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT ui o GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT u3 .� SN41 1 HA\/F A PPPTMFTFR rUMFNCTMI nG AT I CACI All nnm SEE SHEEP A3.N FOR INSULATION SCHEDULE —I r LLI 0 oLUZ �Woz Lr) w 0 =ZUL., �a oaLy Ly0 w V WC7JZ U) VQ ¢ a_0V0LLJ w Q U z 0, o Z L,, Luc=��� cQ3=5= .yU)w�. Z 0 w zzzU. 00tH z .zOz v a -cn0z o� �vvcKcu - :. ENTRY ` vvv a i UK FOYER..................- AND KITCHEN BEYOND COVERED SAIR RAILING AND STAIR GUARD RAI ::: SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED C) W . r ,�-::-~�t:;a _ is DIRECTION. IT MUST ALSO WITHSTAND LANAI / m .... _.. .. ... ...... ..... '. JN I E ..:.: ..... ) ..r_ �.... :r_ :...:—'. is ,..7777 — ER 3 F,. �/) LLJ U w . DIRECTION. INTERMEDIATE RAILS AND POSTS CABINETRY AND APP i ' (IN -FILL) SHALL WITHSTAND A HORIZONTAL (� LOADOF 200 POUNDS APPLIED AGAINST ANY vi~zo ARE FOR REFERENCE ONLY IENTLY 0 LU < .._ ',r•`> . � ..... {.t Z ,yA'2 .-, j / VW m 3 I 3i vl ,W�^ W �rc STAIR SECTIONozmuF— _ uJ z � A7 SCALE: 1/4" = 1._0.. COASTAL a000 0 Z �- aro m ¢> W J o Q s. rA BUILDING SECTION _ o n _ ` A7.82 SCALE: 1/ I" = 1'-0" COASTAL 0 ac vi Qa_ CC O V aoo V =mom Z nom U ¢Wz~ Q m m W,� W W ¢ o n CO �V)WN V uJ 0zUJ _j �� ~ S cn * 18 RISERS @ 7 5/8"' oc m c.� z cc w 15 TREADS �� 42 HIGH OPEN RAILING 0 0 2 LANDINGS r - LLI 0 oLUZ �Woz Lr) w 0 =ZUL., �a oaLy Ly0 w V WC7JZ U) VQ ¢ a_0V0LLJ w Q U z 0, o Z L,, Luc=��� cQ3=5= .yU)w�. Z 0 w zzzU. 00tH z .zOz v a -cn0z Z�w� AIR RAILING AND ARD RAILING pGU NOTE SAIR RAILING AND STAIR GUARD RAI ING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED FINISH FLOOR AT ANY POINT ALONG THE RAIL IN ANY ,�-::-~�t:;a _ is DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS ER 3 F,. LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS °d w (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOADOF 200 POUNDS APPLIED AGAINST ANY vi~zo ONE SQUARE FOOT AREA, NOT CONCUR IENTLY WITH OTHER LOADS. Z�w� I woz.:. FINISH FLOOR ,�-::-~�t:;a _ is uu-0 M Lu U— u ... .... > ... .. .• - - CARRIAGE P­ THRUST BLOCK 3 F,. ui NAILER W °d w vi~zo Z ,yA'2 .-, j / 3 I ,W�^ W �rc STAIR SECTIONozmuF— _ z � A7 SCALE: 1/4" = 1._0.. COASTAL a000 Z U- _ NI o o Q �-. W yj LU ce to O LU --i w � o 0- O0 z LU w Q W H Co �- n D 0uj Z = H Q � Z w�0 Zi w z o W o W 0 o W Q Z QQ L� U � ZQ W a- ce z SRR } � to i-jZz W ce E W L J H J z ¢ O o a W ui o %-A J m UCCA auo z©W Q oc ce V IL. m ZoZ 12 ZAQ LU ceUoJ W Q J O,J J J O u . (n 0012 / V o w in b o� Cie o'z UJ U Z(00 QWcn� m0a J �L wQ,p� z = 0 W UJ D NJ�[ LU Z U N Q �m ui Q'0 to o Lujj LU uzatn =two LU Z U m ce �i wQ j00 Lu a ww Q a0 I awGQ� j O p Z w ~ ui U ex p w En LU 0w-Wg cn z F' a z o z . (n Z0 obz o zw,�¢ Maui ui �., wM za �0-4wW LU 0a w 1 �uj� z=�z c?�uiW ui oo= _5 ~O f � w m w �-•� z .J U O O U- Q 8 o FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" COASTAL SZIAuu is .......................... 1 Ln TWO i STORY ,, COVERED w ! FOYER ENTRY ;. D COVERED LANAI. _�------------------------------------- w f LU "t`T e . KITCHEN ,. , ' DINING V ROOM U BREAKFAST .. AREA f U i Q I f uj .. ........ _ ...... - ... ..... ..... ... ..... r........ ...... .... ..... .._ ..:.... ....�_:... _....:. _.. ........ ......:..... ................................. ......... ............. .. ........ ............ .......................................................... ....... .. .. ...... ........... _.__.. .__. _..._...... .. .... ......_ ........... .. ......... ...._ ..... ....... U o Q E j Ic Ln coQ Ln Ln ,N 1 =W Q FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" COASTAL SZIAuu Ln Ln E 1 MMMT m B .-m O Z IL '-' O � Z Q U) Uj O ~ w oC aw. ce 0 Z LL-�W J �--+ O Uj M O w Q > h=- 0 0 W 0 0 = Z 2 F- w O 0> W O1-4 W N Q U3 o cLZ LU 0Q W = 0 n. F-+ 'Z Z = W Hce W J =ZQ c� O oc �O OLU V onem LU O N oC V Z Q0 GC 0- 0 (n Q X c L)LL Z ► Z ► Z O oGN Q w Ce ► LOU ce z w ED > C) W� �o� O. ice LU w b a O aoz Uj Co C 0 U) ~ W Z U) �U)0 Q = V) Z W m C W J WQ ZT'-,LLJ O L w S Uj Q g (n COH O. > O 0 Q W Z H �. V O LUZ >ce Q m � W W '> 0 U) Q WEn Q Q W =Uj (n ce Z ce Q ce W Z W LLJ W (_ W Z O w I Z Z Z L Z 0 cn Soso Z Q ^ (~!) Q O Z � H Ce LU Lu 0 X: LU Z LU P-4 LL- Q Z W LUU- 0 CC( W Q LU ~z0 LLJ LU co O Z = �0�� cn Q O g w D0Co�wj' �ZOOuw- QVF -O TO THE BEST OF MY KNOWLEDGF, THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH THE APMICABIE MINIMUM BUDDING CODE IN E FEaAS OF DATE OF CERTIPICATIOM RM. a G n, n gg � W Y4 3 $� R 9,673 a Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O M O � ,ateUl _+ 06 - Z LU d (A N LU 0 Ln > CO CL 0 �Md' U LU L%`" a ► a� (QL) C) u»€ Ln cO i ap Ln EQ co d d' N O I J <� t0 tO" N I i I LU to el i UJI LU i OLU J ZLU 0 �t 0Q ! a. : Iii p L W U i U f O Uj rn oG f 0 o f 9 9 LLQ I U) f E 1 F t� I LU (n €� L.L— 0 00 ISLM a i ,0 0 LU V U + Lu L L Ln ISERIAL NUMBER 1014,0 -ELECTRICAL LEGEND V it d)SINGLE RECEPTACLE a DUPLEX RECEPTACLE ` c 240V RECEPTACLE a SWITCHED` RECEPTACLE m A'C.CO'MP #1; FINAL METER LOCATION TO BE DUPLEX RECEPTACLE (220 VOLT) u � VERIFIED IN FILED PRIOR TO O PRE -WIRE FOR FUTURE PR W INSTALLATION SINGLE FLOOR RECEPTACLE LE II POOL EQUIPMENT DUPLEX FLOOR RECEPTACLE KEYBOARD FOR ...........:..:... ........ WP E.M. �� z w WP/GFI @ 7 SECURITY GFI . RECEPTACLE - o [ SWITCHED FLOOR R RECEPTACLE ¢ ADRAPLEX FLOG 3 J P cn QU 4P 4P , ; 4P ..... / EMPTY CONDUIT TO 2 GANG WP GFI . cn WP GFI @ 7 �, T N SURFACE MOUNTED' z cn / I I J BOX W/ BLANK PLA E T �, w I J ?._. __.:._' . FOR IRRLGATIO.N... -� z GFI GROUND FAULT INTERRUPTER GARAGE ELECTRICAL PANELS II, a cel W P WEATHERPROOF GROUND FIRE �...� \ K > 1 o w EP ELECTRIC PANEL — ---__ o E -- V P VAPOR PROOFL.0 G '" G / /--/ ' o z INCAND. EYEBALL FIXTURE i Lu a RECESS (EYEBALL) / ` E > TED / - \ O SINGLE FLOOD WALL MOUNTED - GFI 1 w 2 - TH i B , , T 0 A \ _ AR � W / � I ,� � ,z� i; �. \ THREE C ©o _ DOUBLE FLOOD - WALL MOUNTED i / i ¢. I:...! , � -�wP \ GARAGE � GDOI '\ z -; MOUNTED - / ........GFI SINGLE FLOOD SOFFIT I - ce (n i to � w z BLE FLOOD SOFFIT MOUNTED -� I l J GR AT 3 � N / �- HANGING PENDANT -CEILING HUNG R OMOPT. -f X54" ATTIC HANG ' �/ --- o � z INCANDESCENT FIXTURE -CEILING '� � , , , w ¢ E O , , \� � � I .ACCESS W/ LIGHT 4._1.. 5�_p�� / a = v MOUNTED \ COPT. &SWITCH 3 I w o TO LIGHT / w z _h INCANDESCENT FIXTURE WALL MOUNTED \ \ I ; ; STUDY a \ ABV. sLi O J / a v� ® RECESSED HIGH HAT [�] � i cad z '. "' 0 24 UNDER CABINET FLUOR. FIXTURE 3 a I ----I 2 FT U FLOOR OUTLET - cn \ I K� >- 3s R. FIXTURE z 3 FT UNDER CABINET FLUOR. ;i z ,.,, I -----I \ / VERIFY IN FIELD WITH _ i.� / �— 48 \ \ ST G ' 4 FT UNDER CABINET FLUOR. FIXTURE �._ �l I TOLL BROTHERS P.M. • ac o---•--� 4 E 3 $ -0 \ 1' ! O D i_ \ __j � '�- STRIP LIGHT / � � \\ � �- ___ AWP c� o p 12X24 FLUOR. FIXTURE I ' -- \ - GFI o DB LL. 12X36 FLUOR. FIXTURE !' c� l \?� °- o �7 12X48 FLUOR. FIXTURE a / O m / \ \, v 0 � 24X48 FLUOR. FIXTURE / \' � ® --- '� \ TWO TO LIGHT ABV. Lu o - LOOR OUT ---- t . -/ a v zo_ �- \ / YIN FIELD WITH \ '_wc0'�__/ STORY ---{ - — W cc a, EXHAUST FAN VERIFY \ COVERED TOLL BROTHERS P.M. \' FOYER C.7 a �o EXHAUST FAN W/ LIGHT !�\ _w 1 i UNDERCOUNTER FOR DW \`y ENTRY I Q .M. r_ oo ELECTRIC CO. METER TO LIGHT ABV. z UNDER COUNTER FOR DISP. ._.:.: \ p ---------------------- .. z o COVERED ------------- �--� Z p,TE v '— .._---------------------------------....'.:....._ E r� C cn ¢ G.M. GAS CO. METER \ LANAI SWITCH FOR DISP. / CHIMPS _, _.._._. _ - u__.._ DC W W Lu SMOKE DETECTOR/CARBON MONOXIDE \ PROVIDE }} ®sono �, WP \ _ F R G I PANTRY o DETECTOR PRE WIRE \ w ti z GFI \ PENDANT GFI --- ---------- --- m a > s� SMOKE DETECTOR E O , \. _o I GFI -- �� L Joy' LIGHTS 49 E- ¢ SINGLE POLE SWITCH ' o _ GFI FI I \ , Lu cn 3 WAY SWITCH _ $ - - W N R L --�� 9 �; DINING 0 0 I ROOM J cc $4 4 WAY SWITCH DBL. SINK GOURMET 7-1 �„� cc cn I— DIMMER SWITCH - \ W/DIS.P. Kr" I i i P� i i t1 u O 4 PusHBurroN BREAKFASTu J_ a O z DISCONNECT SWITCH U } o AREA '�' m c.� ,1 JUNCTION BOX WP GFI 7 Lu z vica TV JACK — _,% - AFI _ --W +;F 1cn o cD Q GFI 'o ! 16�1 GFI r....VNE JACK PREWIRE ONLY :�_� _ --- ------ -- z _._-. __ _� ¢ cn , ;_ - .._._ F >- m w Q THERMOSTAT 1. tJ -j � d ■ - NT Q'.. UNDER -CABINET 1--1 w ¢ o o O PHOTOCELL SOFFIT MOU z o w Q PHOTOCELL - WALL MOUNT LIGHTING wi w FOR HOOD VENT Z O z ¢ = G� ELECTRICAL PANEL w U H sa TOP OF WALL— C3- L RE`FRO M 0 WI J ¢ � cn � � SPEAKER c� w w z K KEYPAD zO 4 Q � w o � CHIMES ¢d w Z cn STRUCTURED PANEL (A. K.A. SMART BOX,. a �, w C:) F ----a COMMUNICATIONS BOX, MEDIA BOX, HOME Ln Z WDIRECTORY) DO m aINTERCOM a > R REFERENCE ONLY ,� ul FOR WC7iZ W W ¢ CC = z - Jo w (A Lu Zw o � � Ln � � 0 Im =ou' ILn _ o v E. - 0 N tn W=O E- cc z0_ 0 t; OZ I Q^_(.n� 0 m wLu .� E -- z 0 w 2: UJ ;W �0Ww V) za�o „, I a=�Z '� z= Q W W Ln FIRST FLOOR ELE TRICAL LAYOUT a�� ¢ o SCALE: 1/4.. COASTAL W w co w �---� P 0 z J 0_J JU- __j z 0 W a 6% CD , w�n a,l { I E 0 M >” w 1J LU tTi co� � M iW );Z F IAL NUMBER 1014.0 ELECTRICAL LEGEND !;2it d SINGLE RECEPTACLE (b DUPLEX RECEPTACLE ® 240V RECEPTACLE G,M. SWITCHED RECEPTACLE GAS CO. METER DUPLEX RECEPTACLE (220 VOLT) [� SINGLE FLOOR RECEPTACLE SMOKE DETECTOR $ $3 [a DUPLEX FLOOR RECEPTACLE «ti •ue nccr no w runup anra ruc ncctcw nmmm� ox i Z � W oc m �Oz a =a O } W ma> J 0 Q o0 �,. o � O J O Lu H o� a _ m c� z=oz >- m coaQ w 0 WQ ZNW ,0L O CA _j W Z ce co ce z0>� 300. E F w w- _ cn z UJ 0 � o mpC91-Z WQ>o a W z O Lu w w Z W o �a En w Rz to H V H Z = z Z i w 3:12 Lcuo �o_Ln 0 o uj m Lu `"zJu J ¢ C) u - I Z � OE !;2it EXHAUST FAN W/ LIGHT �! YM ELECTRIC CO. METER 0 G,M. GAS CO. METER � SD�CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR $ $3 SINGLE POLE SWITCH 3 WAY SWITCH $4 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON L= DISCONNECT SWITCH E I j l i JUNCTION BOX Q TV JACK v PHONE JACK - PREWIRE ONLY THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT G� ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD CHIMES STRUCTURED PANEL,(A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INT. INTERCOM FOR REFERENCE ONLY W z O Lu w w Z W o �a En w Rz to H V H Z = z Z i w 3:12 Lcuo �o_Ln 0 o uj m Lu `"zJu J ¢ C) u - I Z � OE !;2it �! 03 J Q W C 0 a0(=0 I CC to cn .-; c/1 Q 10 Lu f i31 ltD Lo n 100w i L r U w SECOND FLOOR ELECTRICAL L LAYO UT Ln E I j l i z o= o SCALE. 1/4 - 1 0 COASTAL � Z E- oc w Z O Z a Z ZLLJa IU < ;.._ n'aWQ Z w W z O Lu w w Z W o �a En w Rz to H V H Z = z Z i w 3:12 Lcuo �o_Ln 0 o uj m Lu `"zJu J ¢ C) u - I Z � OE N w � �! O C I Lu f i31 ltD 3 U Lo E I j l i o IU :b f W J W 00 O Z t ��EO J {z (OLlj f co UJ U =( W = SERIAL NUMBER 1014.0 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 4 ':.L........ WINDOW) 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE .,;...:.. r PATCH NAILING FLANGE G) I U ce BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER RESISTIVE BARRIER & HAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER ---- FOLD UP WEATHER 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE r TEMPORARILY SECURE IN TRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & HEADER TO ALLOW FOR FLASHING INSTALLATION U_ m o THROUGH FLASHING BARRIER 0-400 cn a TEMPORARILY SECURE LL PER PLA WALL PER PLAN ;.:.....:: w cc LLJ tiTES: 1. CUT, FOLD UP & TEMPORARILY Manuel Gonzalez, AIA 4 INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE :;t:>:->;;,> t:•:'.�;`::•:•: .�. O . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE -I w O O ECURE WEATHER RESISTIVE I„ EXTERIOR REGLET 0. Sang-Yub Lee, PE oo_ � - BARRIER ARRIER ABOVE HEADER TO WEATHER EXTERIOR z w ALLOW FOR FLASHING RESISTIVE SHEATHING p.., T BARRIER p O 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD NSTALLATION 611 Z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN Q © RE 2 INSTALL HEAD FLASHING UNDER cin 010IVE Z L,., 4 BARRIER WEATHER RESISTIVE BARRIER Uj FO vi W o' , 5 3. FOLD WEATHER RESISTIVE CL , , ..,,..,.. Q SILL PAN ac Z m , v4 BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE o w p ..1.. f O ........... Uj p ;� 0 1 LLi LU � ,m Y CORNER 2 1 2 FLASHING DO NOT FLASH SH OVER BOTTOM po (ASSEMBLED 4 ':.L........ WINDOW) .,;...:.. r PATCH NAILING FLANGE G) I U ce Y♦ 'FLASHING -1 2 1 2 FLASHING DO NOT FLASH SH OVER BOTTOM po wL Q O if 4 ':.L........ D3 N.T.S. (EXT -1) .,;...:.. r PATCH NAILING FLANGE oo= U ce QUs UcwnZ r Uj O Uj 0 Z r 6,I FLASHING W= o a w U CONT. DRIP EDGE CANT STRIP R 967,g U_ m o r: 0-400 cn a adg- LL PER PLA WALL PER PLAN ;.:.....:: w cc LLJ tiTES: LU Z Manuel Gonzalez, AIA :;t:>:->;;,> t:•:'.�;`::•:•: .�. O . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE -I w O O FLASHING: I„ EXTERIOR REGLET 0. Sang-Yub Lee, PE oo_ � - ,,, it MIN. 6 WIDE). CONFORMING TO AAMA 771-07 ( ) w it O WITH WEATHER EXTERIOR WINDOW ° �,d o RESISTIVE BARRIER 4 .: :. FLASHING oc cn b cn p oo, ,_, ao x . Uj F-+ �. U REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF p F-Z �, ppm \M.I.. /y ;:::::.:::•;:.:: WINDOW SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS.: 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 wL Q O if SLIDING GLASS DOOR FLASHING DETAIL ':.L........ D3 N.T.S. (EXT -1) 0 � OPTION - A "�FLO w.. U ce QUs UcwnZ r Uj O Uj 0 Z r 6,I FLASHING W= o a w U CONT. DRIP EDGE CANT STRIP R 967,g U_ m ACROSS DOOR HEAD 0-400 cn a adg- LL PER PLA WALL PER PLAN Ovan G. Drummond, AIA w cc LLJ F- eC Manuel Gonzalez, AIA 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS.: 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 O ce 0-00 LU Co U Zv O ac c U) m m w p J � NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. w Q p p 3LU .1w e% J w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW Uj gc ce W Z EXT -s EXTERIOR OPENING OR BEAM EXT -6 HEAD DRIP DETAIL ExT_7 HEAD DRIP DETAIL LOu p D3 N.T.S. (EXT -5) D3 N.T.S. (EXT -6) D3 N.T.S. (EXT -7) �2:LU W Z V LU C>- �ce .a Z W p Q O Uj > U Ln Ujm V) _j Q Q U) a 0 0 GGW�Z O p w Fw---UoGp C3=�= U) Uj z O w Z ZoZ o� Z . .Za QOa uZ,¢ Z�> � WoZ wzQ 0 w W tL LU O 00 cn cc w ¢wcn u cri�v� M�hW WUi °D oZ_ Q 1 a W m W UA �00� < RO a z QT W emx W O � Z J _ Q(E;iTYPICAL 0 SLIDING GLASS DOOR FLASHING DETAIL EXT-zTYPICAL WINDOW FLASHIN DEG TAIL D3 N.T.S. (EXT -2 D3 N.T.S. (EXT -1) 0 � OPTION - A "�FLO w.. U ce Uj O ® . of) ,> Q O z oco W 6,I FLASHING a w U CONT. DRIP EDGE CANT STRIP R 967,g U_ m ACROSS DOOR HEAD 0-400 cn a :':.::'::>.:::::::::..::. TO DIVERT RAIN W :::::::.. SILL PLATE LL PER PLA WALL PER PLAN Ovan G. Drummond, AIA w cc LLJ AR 96399 Manuel Gonzalez, AIA LU m > SEE NOTE #2 :::.:::::.,. RAIN DRIP =.j o --1 I„ EXTERIOR REGLET 0. Sang-Yub Lee, PE oo_ � DOR WALL SHEATHING 72328 U_ ch 0 o WITH WEATHER EXTERIOR WINDOW ° �,d o RESISTIVE BARRIER rn oc cn b -4- oo, ,_, ao Uj F-+ O ce 0-00 LU Co U Zv O ac c U) m m w p J � NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. w Q p p 3LU .1w e% J w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW Uj gc ce W Z EXT -s EXTERIOR OPENING OR BEAM EXT -6 HEAD DRIP DETAIL ExT_7 HEAD DRIP DETAIL LOu p D3 N.T.S. (EXT -5) D3 N.T.S. (EXT -6) D3 N.T.S. (EXT -7) �2:LU W Z V LU C>- �ce .a Z W p Q O Uj > U Ln Ujm V) _j Q Q U) a 0 0 GGW�Z O p w Fw---UoGp C3=�= U) Uj z O w Z ZoZ o� Z . .Za QOa uZ,¢ Z�> � WoZ wzQ 0 w W tL LU O 00 cn cc w ¢wcn u cri�v� M�hW WUi °D oZ_ Q 1 a W m W UA �00� < RO a z QT W emx To THE MT OF MT KNOWLEDGE, THE DESIGN t>EPurED ON nus DRAWING CONKM WLTH THE APKICAIRE MINIMUM BUILDING CODE IN EFFELTAS OF DATE OF CERTYnTION BELOW. "�FLO w.. ® . of) ,> 4� R 967,g r Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 rn Uj oo, ,_, ao U LLJ Ln U) N ppm \M.I.. /y Q M It E Uj ILA L/� � •a a. a�v�o LU Ln 0. L 00 m E0 Ln E N J U kD AIRL N 1 t L ! »»�I Z I F U � L, LU Uj I LU LU LU } 0 ce CL LU Z� L~L cc C? ' W w Ui I o ca ggLIJ }I I i C =w 0 C6 LU 0 �o M to QUjco Lu Uj SERIAL NUMBER1014.1 P-Izo Qz z z w 0LLI _ (n W 0 �acG ROOFING PER CONTRACT: ON (2) (SEE FLOOR PLAN) ROOFING PER CONTRACT. (CONTRACTOR TO - 7/16" SHEATHING TUDS W/ WALL INSULATION PROVIDE PRODUCT APPROVAL FOR ROOFING (CONTRACTOR TO PROVIDE PRODUCT , 2x SYP. #2 WD. STUDS SYSTEM) APPROVAL FOR ROOFING SYSTEM) D SEE PLAN u. urummona, AlA ALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE PER FRAMING DETAILS AR 96730 Z SELF -ADHERING POLYMER MODIFIED BITUMEN SELF -ADHERING POLYMER MODIFIED BITUMEN SHIELD UNDER SILL PLATE ,FINISHED BASE MOULDING SHEET TO COMPLY WITH ASTM D 1970 SHEET TO COMPLY WITH ASTM D 1970' Q rn o ,-4 00 PRE-ENGINEERED WD TRUSS, 24" O.C. 2 X 6 W/ 2" DIA. Z ,, tV Q)w,-� ^ ROUND VENT @ CL ?0o E r-'" �� INSULATION BLOCK 24" O.C. -' L tA 2X4 SUBFASCIA METAL DRIP a , a�'o r Uj 0 t` C Op Ln METAL DRIP EDGE 000 �- , E: d' O N EDGE Cl- 1X4 FASCIA %10 o CEILING INSULATION 1X6 FASCIA N - (SEE ENERGY CALCS.) 2X6 RAFTER TAIL @ 24" O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT W/3" l i DIAM. VENTS @ 48" LU I 3/8„ 1._4.. Q b Q Q z DBL. 2x SYP. WD. TOP PLATE 0. C., TYP. 0 c4 Uj V l z CEMENTITIOUS O w OVERHANG U_ --� SOFFIT 2x SYP. #2 WD. STUDS o II 0 16 O.C. TYP. LU b FINISH MATERIAL _ a Q PER ELEVATION z FINISH w MATERIAL PER WALL INSULATION REFER TO ¢ LU = ao (SEE ENERGY CALCS.) ELEV. FOR `~ o ELEVATION PVERHANG o � w 2x SYP. #2 WD. HEADER o o _ -SEE SCHEDULE � a= F- �, 'Z Q 3:: oSCHEDULED WINDOW W J w z (SEE FLOOR PLAN) 0 o WINDOW ATTACHMENT >' W COMPLIANT/ FBC-R w O o2x SYP. #2 WD. STUDS w¢O Ir @ = v 16 O.C., TYP. WCe LU Q z En—WALL INSULATION O w a w = O (SEE ENERGY CALCS) cc EXTERIOR STRUCTURAL STRUCTURAL SHEATHING AS REQUIRED — SHEATHING AS REQUIRED cn Q CONNECT WALL PER >' z BY FRAMING DETAILS BY FRAMING DETAILS = z¢ w FRAMING DETAILS FINISHED BASE MOULDING 0 2x SILL PLATE LDING 2x SILL PLATE de - 1 -4 C3 o w S P z aT (OPTIONAL) c= ce o 3/4 GYPCRE E (0 0 ) o „ TOP OF WA RESISTANT BARRIER WATER RESISTANT BARRIER. 4 T K. T G SUBFLOOR TER RES a o J 3/ H & FLOOR 2 LAYERS REQUIRED) O a (2 LAYERS REQUIRED) °�° POLYETHYLENE HOUSE WRAP TRUSS POLYETHYLENQE HOUSE WRAP � U z OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM U Q o T T o o a ROOFING PER CONTRACT. ON (2) ROOFING PER CONTRACT. (CONTRACTOR 0 7 16 SHEATHING 2x RIBBON FASTENED W PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED ¢ � a / p TO FLOOR TRUSSES Q SYSTEM) TO FLOOR TRUSSES _ ce w (CONTRACTOR TO PROVIDE PRO UCT Leg APPROVAL FOR ROOFING SYSTEM SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER z ALL ROOFING UNDERLAYMENT TO BE zIn SELF -ADHERING POLYMER MODIFIED BITUMEN SEE PLAN WAINSCOT/TRANSITION WAINSCOT/TRANSITION O z ALL ROOFING UNDERLAYMENT TO E- a cc B M ., SHEET TO COMPLY WITH ASTM D 1970 _ ED BITUMEN HE ING POLYMER MODIFI U w � SELF AD R �, ��. w PLY WITH ASTM D 1970 2x RIBBON FASTENED BATT 2x RIBBON FASTENED ; _ a SHEET TO COM �� INSULATION REQUIRED _ TO FLOOR TRUSSES i- r,� TO FLOOR TRUSSES Q PRE-ENGINEERED WD' TRUSS, 24 O.C. O >- ° I. -' AT GARAGE SEE PER TRUSS ENGINEER oc z w 2 X 6 W/ 2 DIA. PER TRUSS ENGINEER co ¢ 'r ENERGY CALCS) INSULATION BLOCK _j ROUND VENT @ .� -� �' PRE-ENGINEERED WOOD FLOOR `h PRE-ENGINEERED WOOD FLOOR C) i- ¢ 24 O.C. TRUSSES VERIFY W TRUSS 2X4 SUBFASCIA TRUSSES (VERIFY'WJ TRUSS � Q SSS ( / 1/2 RIGID GYP. BOARD w cn ,� _ : _ au . _ ENGINEER FOR TRUSS LAYOUT METAL DRIP. ENGINEER FOR TRUSS LAYOUT METAL DRIP .:, ) 0 oc EDGEH EDGE 0 1/2 GYPSUM NSULATION FASCIA CEILING INSULATION � � 4 FASCIA CEILING I 'WALLBOARD ON STUDS 1X6 A ,� � ' 1X P LATE 0_ Q YCALCS.)'DBL, 2x SYP. WD. TOP PLATE SEE ENERGY CALCS.) DBL. 2x SYP. WD. TO P a (SEE ENERGY _ W/ WALL INSULATION ( o &_ F- 2X6 RAFTER TAIL ) VENTED SOFFIT W/3" a O z Ii BD (SEE ENERGY CALCS 1/2 RIGID GYP. BD. SCHEDULED WINDOW w > O @ 24 O.C. 1/2 RIGID GYP. SCHEDULED WINDOW m � DIAM. VENTS @ 48" SEE FLOOR PLAN IT i1-4° DBL. 2x SYP. WD. (SEE FLOOR PLAN) 0. C. TYP. DBL. 2x SYP. WD. - ( ) ATTACHMENT w z cn 3/8 WINDOW ATTACHMENT TOP PLATE WINDOW ATT Q E O c� TOP PLATE HEADER, SEE FRAMING COMPLIANT WITH FBC-R !; z IH z CEMENTITIOUS OVERHANG COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS m z SOFFIT 2x SYP. #2 WD. STUDS FINISH MATERIAL @ 16" O.C. 'TYP. 0o w @ 16 O.C. TYP. Q PER ELEVATION w ¢ o Q FINISH WALL INSULATION REFER TO WALL INSULATION z = W _cn w � Q � MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.) O w ELEVATION w 2x SYP. #2 WD. HEADER VERHANG _ 2x SYP. #2 WD. HEADER cc g -SEE SCHEDULE -SEE SCHEDULE a. ca ZcC>z F-1 33 (n >o o WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED 0 Uj _ (SEE FLOOR PLAN) (SEE FLOOR PLAN) l w z cn (SEE FLOOR PLAN) Q tl 11 cn w o z 1/2" GYPSUM WALLBOARD ON 1/2 GYPSUM WALLBOARD ON 1/2 GYPSUM WALLBOARD ON W O / STUDS W WALL INSULATION STUDS W/ WALL INSULATION _ v STUDS W/ WALL INSULATION / EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO h z w THIN T EXTERIOR SHEATHING TO EXTERIOR SHEATHING 0 _ (SEE ENERGY CALCS) �. Q (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE` BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE Co 9 c- BE FLUSH WITH THE EDGE 4 OF THE FOUNDATION 1 4" OF THE FOUNDATION, 1/4" OF THE FOUNDATION 1/ / 2x SYP. #2 WD. STUDS o a w o OF THE FOUNDATION, 1/4" - � 2x SYP. #2 WD. STUDS � , W > v 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION II GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION cn ¢ GAP BETWEEN FOUNDATION 16" O.C. TYP. @ 16 , O.C., TYP. @ 16 O.C., TYP. z z = z AND SHEATHING @ AND SHEATHING AND SHEATHING AND SHEATHING w 2 � 2x P.T. SILL PLATE 2x P.T. SILL PLATE ..� � ¢ 2x P.T. SILL PLATE w ¢ WATER RESISTANT BARRIER WATER RESISTANT BARRIER WATER RESISTANT BARRIER w = WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION a Q z CONNECT WALL TO FOUNDATION 2 LAYERS RE UIRED 2 LAYERS REQUIRED) (2 LAYERS REQUIRED) cn I ( REQUIRED) LAYERS REQUIRED) ER FRAMING DETAILS PER FRAMING DETAILS N (2 Q ) PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP P POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP cn H E WRAP METHYLENE OUS O POLYETHYLENE TEM APPROVED EQUAL SYS 0 w z Z PPROVED E UAL SYSTEM OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APP 0 Q O o ,..., w ORA Q PROVIDE CONT: METAL TERMITE o '-' SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING w = p FLASHING LASHI G FINISHED BASE MOULDING FINISHED BASE MOULDING Q FINISHED BASE MOULDING /- wMAIN FIN FLOOR r6 MAIN FIN, FLOOR Ah MAIN FIN. FLOOR r6 MAIN FIN. FLOOR.... SEE PLAN 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 WD. STUDS @ 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 TOP OF FLOOR TRUSS U) LU L 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 SCHEDULED WINDOW (SEE FLOOR PLAN) `yµ S1 2" GYPSUM WALLBOARD ON TUDS W/ WALL INSULATION (SEE ENERGY CALCS) , 2x SYP. #2 WD. STUDS �E @ 16" O.C., TYP. D 2x P.T. SILL PLATE u. urummona, AlA -_CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS AR 96730 Z PROVIDE CONT. METAL TERMITE AR 98560 SHIELD UNDER SILL PLATE ,FINISHED BASE MOULDING Uj Q L- - - - - Q - - - I II — ,l H :. — Ow� d _''.., ELEV 00 z � M :.� ..ELEV 0 0 . � ELEV @ 0-0 , � �k Q,: @ = o ELEV @ 0 -0 � e . �, � .. - ...� -4.� w @ ° ;' <�. � � W � a � � W Z I-- arc o :. W o W z M z —I o o z �m 4" CONC SLAB W z O z II Z �< 41I CONIC SLAB W z _~ ,4< _ 4" CONIC SLAB W _ / Q� _ (— / - fOP i. z w O _ I( 4 CONIC SLAB W/ = °° VAPOR BARRIER -' VAPOR BARRIER — VAPOR BARRIER VAPOR BARRIER Q d ( <.. ((-L �... � u�ocz¢ ,..4 I I @,..k 1— n. US _ — REFER T STRUCTURAL z REFER TO STRUCTURAL _ — REFER TO STRUCTURAL 0 U LU Q Q >- - — REFER TO STRUCTURAL .� — Q W z LL w - -_ DRAWINGS FOR ,.., _ I I _ DRAWINGS FOR � — I _ ,...DRAWINGS FOR w w z- ¢ I I— DRAWINGS FOR �, 0 w cL _ COARSE COUNT & _ _ COARSE COUNT& v _ COARSE COUNT & M �- M —� �- M �_ z w O I I — a — � �: FOOTING SIZE , 4. .: — FOOTING SIZE � � COARSE COUNT& W a o — FOOTING SIZE — - - — — • •=I = , . �- ( FPROV DEDOOTING IBY oc cn • •.—I PROVIDED BY - I— (PROVIDED BY - 1 (PROVIDED BY - — "� ,� ( _ OTHERS) _ I I �_ OTHERS) = OTHERS) „ `t —OTHERS) V — Wm EXTERIOR WALL no w EXTERIOR WALL I 3 O WINDOW 4 3 SECTION WITH WIN DOW 4 TWO. STORY ALL SECTION SECTION N WITHTWO-STORY WALL SECTION w .I = V—O•' D7 SCALE: 4" = 1'_0" z - r ��7 E. 4 1 -0 D7 SCALE: 3/4 1'-O" D7 SCALE: 3/4 SC 3/ J o o w SCALE: 3/ ¢U� 0 WTHE BEST OF MriQiOWIEDGE, THE DESIGN DEMCIED ON THTs DRAWING COMPLIES WITH THE AMq.ICABIE MWMUM MMIMG CODE IN Ef}1S DATE, "jT W. `yµ , �E D uvan u. urummona, AlA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj rn o ,-4 00 C)Ln ¢0 '� It Z ,, tV Q)w,-� ^ CL ?0o E o ¢ � L tA 1 a , a�'o r Uj 0 t` C Op Ln m 000 �- , E: d' O N J Cl- v %10 o C) N - ce LU l i LU I Q b Q Q z z a 0 c4 Uj V Lu twi w ' N W 3 s w o I , Z Uj V) i V J a U dS LU F_ Z O 01 pe a U-1 zUj LU a Uj cn V) SERIAL NUMBER 1014:1 n L a° .L CL 7 0 a m O F - Mo oz z z � w O 5! _ (n LU O = a ,ac ao 0 z --� W J w o 13, n � W Q > m LLI rno D O W Z = 1=- ¢�z w3:: 0 I W Z O iu O 0 o w ¢ z ce�z W 0 Wa oG Z � O L }LJ u >- WZ Z z Q U_ 0 UJ =z¢ O LU O Oa -j U m oc 1--1 LU aC:)o 00%) Z ¢ ce c� u LL' m zzo OLUz LU 1�1 W m ¢ > 0 q �- ¢ O WN^^ w V/ O 0 0 be w b 0 ce W 0 LU 8 0Wzvi 0 U) 0 0 Qt=LI'ZZ m°°W� J � U3 ¢ 0 0 ?�. U)LU U) O V) - LU LU ¢ � (n m W LU �0>z En zw= waz I �� W 0 z m 2 o z LU C) -,> W U wCz9�Z w(Q Q W (n oC z Z a 0 W N O r--1 oGcnU)N O W Z w 0'''�: 2: W = Q W'cn ZLU WI—GC Z O Z E :5zoo o z � C=:, Q cnMw zW 1— z 1LU w O Z Ly LL_ z W r0 00 � can - ¢u., cn viFL;� 1--1 W Ws�m 0Z oLu mLU m f.,zJ o o O ;Ft UF0 SET MIRROR 311 FROM 11 SET MIRROR 311 END OFF ACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY 11-211 r- ---------- ---- ---.--, M COUNTERTOPS 0 °C O 'eVENT TYPICAL oc U DRYER (TYPICAL) 3611 HIGH X _ °° GAS PIPE (TYPICALLU) > (VANITY -5") ih MIRROR , (n O FOR GAS DRYER ONLY OUTLET BOX cn m -- ----------- ---- ¢ 1/4 MIRROR DRYER VENT BOX - CENTER SIDEWAYS - ATTACH PER MFR. IN BACKSPLASH INSTRUCTIONS 1/2 RECESS DRYER VENT BOX- U - FOR MIRROR ATTACH PER MFR.19;L M �o = 2X4 HALF WALLO INSTRUCTIONS M O , 2" MIRROR MIRROR TRIMP.T. SILL PLATE N P.T. SILL PLATE //]]M rl (IF SLAB ON GRADE) (IF SLAB ON GRADE) CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY 'IN-PLACE. WITH PEDESTAL 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: BRACKETS REQUIRED IF CORNER. (N IRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) COUNTERTOP CANTILEVERS MORE THAN 10113. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE RE _ OVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH TR OD T INTI KITCHEN HALF WALL DETAIL rNT-2 M S E BA M ROR WO RIM ``DETAIL INT DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/2" 11.0" (INT -1) D8 SCALE. 1/211= 11-011 (INT -1) D8 SCALE: 1/211 = 11.011 (INT -3) TILE OR STONE ON 1/2" COMPARE HARDI BACKER BOARD MANUFACTURER'S OVER 3/" EXT. PLYWOOD DIM OF TUB & TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING, PUMP LOCATION TO CONTRACT SPECIFICATIONS) VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 16" O.C. 2X4 LEDGER �-+ x x DROP IN TUB X + 2X4,CRIPPLES 2X4 TO BE P.T. "SUPPORT UNDER WHEN IN CONTACTWNUFACTURER'S. AS REQ. BY W/ CONC. FR -33 DROP IN TUB DETAIL NOTE: D8 II � '-0" _ NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AN SHAPE VAIRES BY MODEL AS SCALE. 3/4 1 0 (FR 33) / SHOWER ELEVATION BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO ��- NS ARE SELECTED. MARBLE TILE OPTIONS ARCHITECTURAL PLANS BY MODEL. INT -4 SHOWER & CURB ON FRAMED FLOOR (,`NTS STANDARD SHOWER SHELF LOCATION END POST DI OST TIE INTO FLOOR. QPM D8 SCALE: 3 4" = 1'-0" (INT -4) D8 SCALE: 1/211 = 1'-0" (INT -5) 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. ✓ �� i' / {� moi' �� ��� / /moi /� ✓ \� /yam /moi - i''A' n\ \�\\ir� \` FLOOR TRUSS. / \�y'� i / (FR_�34HALF WALL TIE - IN DETAIL D8 N .T. S. (FR -34) 1 z F— W V� Z alz WALL TILE CODE IN.EFFIC AS OF DATE OF CERTIFICATION BELOW. DE 2011 Off° REFER TO FLOOR PLAN, 2X BLOCKING BETWEEN VARIES BY MODEL g jp w STUDS (3 WALLS) VVan la. urummona, H1H AR 96399 VINYL LINER (3 WALLS) EXTENDED 5" z o AR 96730 CORNER SHELF AR 98560 UP WALLS Sang-Yub Lee, PE 72328 Uj 0 0rn LU � 00 0 100 /o SILICONE SEALANT., E�TWEEN 0 FLOOR U_m TILE a Uj trs TILE BACKER AND WET BED ' o LNIt am . U L °L 1� LL a 2" SHOWER DRAIN N7C p E c0 FLOOR TILE 2-2X4 THRESHOLD W E 0 't FLOODST'OP �N ..J O U n 00 ko o to d- N � TILE AT DOOR ¢ Lu THRESHOLDLU ADJUSTABLE GAUGE COAT.WETBED KLAN %',, E -:. ZZ -A SHOWER DRAIN z Q z z Uj CL LINER SET IN SEALANT @ Z l 2" SHOWER DRAIN FLANGE OVER ROOFING FELT 1 LU N J+�I Gi o � VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 16" O.C. 2X4 LEDGER �-+ x x DROP IN TUB X + 2X4,CRIPPLES 2X4 TO BE P.T. "SUPPORT UNDER WHEN IN CONTACTWNUFACTURER'S. AS REQ. BY W/ CONC. FR -33 DROP IN TUB DETAIL NOTE: D8 II � '-0" _ NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AN SHAPE VAIRES BY MODEL AS SCALE. 3/4 1 0 (FR 33) / SHOWER ELEVATION BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO ��- NS ARE SELECTED. MARBLE TILE OPTIONS ARCHITECTURAL PLANS BY MODEL. INT -4 SHOWER & CURB ON FRAMED FLOOR (,`NTS STANDARD SHOWER SHELF LOCATION END POST DI OST TIE INTO FLOOR. QPM D8 SCALE: 3 4" = 1'-0" (INT -4) D8 SCALE: 1/211 = 1'-0" (INT -5) 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. ✓ �� i' / {� moi' �� ��� / /moi /� ✓ \� /yam /moi - i''A' n\ \�\\ir� \` FLOOR TRUSS. / \�y'� i / (FR_�34HALF WALL TIE - IN DETAIL D8 N .T. S. (FR -34) 1 z F— W V� Z alz TOTHE BEST OF MY IWD AMGE. THE DESIGN :DEPICTED ON THIS DRNWING COMMM WITH THE APWIC4KE MINIMUM BUDDING. CODE IN.EFFIC AS OF DATE OF CERTIFICATION BELOW. DE 2011 Off° 1 � Y$ P Re. wit✓'h g jp w VVan la. urummona, H1H AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 0rn LU � 00 4.1 � I O Uj trs W > ,-' LNIt am ¢ � U L 1� LL a a CA N7C p E c0 00 w M E 0 't N ..J O U n J ko o to d- N 2 Lu La E -:. ZZ -A QLLjQ z Q z z Uj CL Z l 1 LU N J+�I Gi o � 1 1 � M H LU F— �z 00 Q zLij U Q Uj ENUMBED 1014.1