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1762 ATLANTIC BEACH DR - ARCH DRAWINGD TO THE K9 OF MY KNDWLMM,1HE DESIGN DEPICTIDON THIS DRAWING CONRIES WITH THE ARLICM2 MIN"WLDING CDDE IN UW AS OF DATE OF CIRTIFICATION BEIDW. July 25,2017 C) U OF FL 4� - e Got ca ]rill NN, I RE 9 657 U_ C) xfkc� U) Ovan G. Drummond, AIA En AR 96399 LM Manuel Gonzalez, AIA En LU Q =) 5- Ce AR 96730 0_1 =_ ca Sang-Yub Lee, PE 0 ED =1 ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS 72328 LU M �: M Uj M PARTIAL SECTION INTERIOR ELEVATION COASTAL ELEVATION SLU < Abbrev. Description Abbrev. Description Abbrev. Description 11.1 0� 0 0) LU = Ca DETAIL# DETAIL# AREA CALCULATIONS S.F. C1 ICOVER SHEET - Index of Drawings w C) C71 :> I-- a _j r_1 00 Uj DRAWING # DRAWING # GN1 IGENERAL NOTES 0 Ln n t 3 L_U # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD w n C> :3= FIRST FLOOR 1,956 C) 06 = 3= 11-_ & AND FRT. FRONT PWD. POWDER Z Uj :3 It 4r- t:; = BUILDING SECTIGN DETAIL CALL-OUT SECOND FLOOR 1,120 FOUND N PLAN U < (n N >1 in 3: 0 A( _j w �! r� 'Ca LU C)e (n EQUAL FT. FEET PLW. PLYWOOD DETAIL# r_"N� DETAil A1.82 IFOUNDATION PLAN 0 CL @ AT FTG. FOOTING LIJ 0 VI Go ' E US = DRAWING # DRAWING # A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS Uj rj It 0 CC:,) i U> A/C AIR CONDITIONING F.O.M. FACE OF MASONRY RE RISER TOTAL LIVING AREA 31076 SQ. FT. . _j 0 M u_ U < W LU a t:.4 RA RETURN AIR -Uj r ABV. ABOVE M Z 0 Cc, CEILING HEIGHT CHANGE FLOOR PLAN AD]. ADJUSTABLE GAL GALLON RAD. RADIUS I '0j I A2.82 IFIRST FLOOR PLAN CL < 0 q A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR _j CD '0 0 COVERED ENTRY 153 U LU V) U C cc) C13 CENTER LINE SPANISH TILE A3.82 ISECOND FLOOR PLAN 0 L_ LU A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING iv Ln Ln GROUND FAULT COVERED LANAI 226 A3.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS E c� F- �2 2 cf; AHU AIR HANDLING UNIT GFI REM. ROOM ELEVATION MARKER SHAKi SIDING 0 1- < INTERRUPTER < E N GARAGE(s) 640 0 ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDI% EXTERIOR ELEVATIONS j CL U REQUIRED A5.82 FRONT & SIDE ELEVATIONS ko ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. mi < %D -cc �� 0 ce R &SH ROD &SHELF FRAME BEARING WALL BRICK TOTAL 41095 SQ. FT. A5.1.82 REAR & SIDE ELEVATION, & ROOF 9LOPE PLAN 0 6 C) E; — A5.2.82 EXTERIOR ELEVATION DETAILS N Uj B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL INTERIOR WALL C) BD. BOARD HB HOSE BIBB (NON-BEARING) STUC 0 FINISH P B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. Fr. SQUARE FEET BUILDING SECTIONS Ce 9 1 -7B—UILDING SECTIONS A7.82 A>-- a Uj BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL EART _j U_ ca Ce 6-4 BR. BRICK HORIZ. HORIZONTAL SHT. SHEET C�l CUD I=1n BKFST. BREAKFAST SH. SHELF GABLE END WALL INSATION DIFFUSER LAYOUT �E� 1 r�, 0 1 if719� aP-� C) o- INSUL INSULATION SHWR. SHOWER M1.82 IFIRST FLOOR DIFFUSER LAYOUT (PI 1-4, n 0 (n FRAMED KNEEWALL DEC08ATIVE STONE t_n M LU R )OR DIFUSSER LAYOUT LU �_� i I i� ,:c X CALC. CALCULATIONS INT. INTERIOR SL. SLIDER U,,�- i III;> ce 0:� AA Cx� LI'l L3 W Uj C.I. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT �RE- ST LINTEL/ HEADER (D � 1 ca S.P.P. SPRUCE PINE FIR LU Ln 2E'M CL CENTER LINE 4< LIA LLj C3 = N_ a-, CLG CEILING KS KNEE SPACE SPREG. Fr. SPRING POINT E1.8 FLOOR ELECTRICAL LAYOUT 0 U." ":� - STD STANDARD DESIGN CRITERIA E2.8 Uj CMU CONCRETE MASONRY UNIT 2 ISECOND FLOOR ELECTRICAL LAYOUT CL C.O. CLEAN OUT L LONG STL. STEEL C3d M LU STORE. STORAGE TWO STORY: FIRST [�LOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARDNOTES & DETAILS ca :> COL. COLUMN LAV LAVATORY D3 NDARD NOTES & DETAILS :j COMP. COMPRESSOR LDRY LAUNDRY i z F__q 0 SECON ) FLOOR FRAME BUILDING TYPE: V B D7 STANDARD NOTES & DETAILS I <C I CONC. CONCRETE LIN LINEN T TOP W ;21 .71F LU En RD NOTES & DETAILS C:) 2' D8 STANDA 22! CONT. CONTINUOUS LT LAUNDRY TUB _T&G TONGUE &GROOVE RISK CATEGORY: F Ll� I C; p TEMP. TEMPERED DESIGN BASED ON F-ORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 4 b DB. DOOR BELL M.B. MASTER BATH THK. THICK U 0 4< M HOUSE ELEVATION ABBREVIATIONS 0 5TH EDITION (2014) Q 0:� DBL. DOUBLE MAX MAXIMUM T.O. TOP OF a ABBR. FULL NAME ELEV. U DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B- .% TOP OF BOND BEAM F.B.C- 5TH EDITION 2014) RESIDENTIAL ULTIMATE N SPEED 130 MPH —CODE C>Q- cu:I DECO. DECORATIVE MFR. MANUFACTURER TER. 'w*14W MAN. MANOR 03 U 5TH EDITION '2014) MECHANICAL NOM-INAL DESIGN WIND SPEED 101 MPH DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM WIL. WILLIAMSBURG 07 4< C25) 0-4 = DIA. DIAMETER F.B.C. 5TH EDITION '2014) PLUMBING EXPOSURE: B MIN. MINIMUM TYK TYPICAL PRO. PROVINCIAL 08 Uj >_ co CHA. 09 Cn Lu DIM. DIMENSION MIRR. MIRROR F.B.C. 5TH EDITION '2014) ENERGY ENCLOSED BUILDING INTERNAL——, CHATEAU DN DOWN MLDG. MOLDING UC UNDER COUNTER +.18/-.18 VIE. VER. VERSAILLES 10 LU < 0 n I - CONSERVATION PRESSURE COEF.: I U 3= n LU UNLESS NOTED CLA. CLASSIC 18 En LU V) DR. DOOR M.P.H. MILES PER HOUR U.N.O. 0 (n OTHERWISE __j Uj F.B.C. 5TH EDITION 2014) FUEL GAS FOR WINDOWSIDOORS, SEE FLOOR MED. MEDITERRANEAN 19 C) Uj DS. DOWNSPOUT MT METAL THRESHOLD X rTv. TRA. TRADITIONAL 20 PLAN FOR ACTUAL PRESSURES: C-� Uj ME CD Cx. C)a D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.B.C. 5TH EDITION (2014) ACCESSIBILITY COU. COUNTRY MANOR 21 ce yj = C:>) DW DISHWASHER —k.T.—S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES & REGULATIONS HER. HERITAGE 22 3:: Ln c) V.T.R. VENT THROUGH ROOF DWG. DRAWING CMN. CIMMARON 28 LU N.F.P.A. 1012014 IASCE 7-10: MINIMUM DESIGN LOAD 2f �_e . I— O.A. OVERALL MSN. MISSION 30 U) LU LU C.n uj E EGRESS O.C. ON CENTER W WIDE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE. IS SIGNED CFT. CRAFTSMAN 31 LU C) U E.E. EACH END O.H. OVERHEAD W/ WITH SCL. SPANISH COLONIAL 32 Uj AND SEALED OR WHILE CURRENT CODE IS VALID cx� EACH WAY OPIT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX E.W. 33 EL. ELEVATION OPNG. OPENING WD. WOOD BRO. BROUGHAM 39 8) ORIENTED STRAND BOARD WDW. WINDOW tzn ELEC. ELECTRICAL OSB REN RENAISSANCE 40 s R -_-_jj ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 um) ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TUS. TUSCAN 44 C) 1=t 8 POUNDS PE CLS. CALAIS 46 US R SQUARE cr- En Ln EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH ce L9 M FOOT ITV. ITALIAN VILLA 58 03 P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC EXT. EXTERIOR PBC. PALM BEACH 80 L= PSL PARELLEL STRAND LUMBER FIN.FLR. FINISH FLOOR CRB. CARIBBEAN 81 FLR. FLOOR P.R. IPOWDER ROOM I CST. COASTAL 82 Uj I_ 1CN F D. FOUNDATION P.T. IPRESSURE TREATED C:) Lmn a- (no UJ ., .< CD E3 C=n �g Uj UJ Uj 03 U_ 2w- 0 0 L" U_ ILU Uj OFFICE COPY 02 Uj f 21LU LU cm� REVIEWED FOR CODE COMPLIANCE114< �2 c(en CITY OF ATLANTIC BEACH ' ic NJ C) In SEE PERMITS FOR ADDITIONAL _C.3 LLj LU REQUIREMENTS AND CONDITIONS a) Uj LU Z3 LU LU F_ Uj C)a LU 3Z n = REVIEWED 13Y.-_f P-4 --i �J. _ 11� DATE.._W Y oo U-) U _j .2- __j U_ __j 0 fR U_ !:Tc U C) rSERIAL NUMBER YO T14E BESr OF MY KNOWUDGE,THE DESIGN DEPICrED ON THIS DRAWING COMRIES Kill THE APPLICABLE MINDIUM BUILDING CODE IN Elffa AS OF DATE OF CBMICATION BELM. E� July 25,2017 c� U rB 'A�7.82 01�FLp Q- 1-011 79 e Goo ca 41-011 741-011 --------- ------- 11-01 —'0 '00 8 ..- 31-411 191-311 R 9673 GAS LINE TO TANKLESS WATER HEATER 96 x48"x6" CONC. UNIT PAD CONC. SLAB 3"ABOVE GRADE Zw- U- P-., C> Eli U) C30, Ovan G. Drummond, AIA EnUj L--------------------------- �--------------i Li Li LL-------------ri---- ------ L ------- -7 0 �! :I= 'I r---------------i AR 96399 LU r-------------- Manuel Gonzalez, AIA AR 96730 (n Uj C) ex. Cie ca ce = 1 11 1 1 \—WATER --i c) LU I Sang-Yub Lee, PE LL- IL 1: C=) I -TI 72328 SOFTENER LOOP td a- -1 1 1 Li I LU C) I T-4 411 6-4� 1 61-4y -Z LLJ 191-3y2ll 31-811 -4 ! 1 281-411 ON %-j ; �0 LLJ 0 ON c) LLj 00 I-- Ln LU c� CD = Z Uj 21-6y2ll 81-6y4ll 291-411 V) Ln 1-911 81-6y4ll -1 19 -s" < In p 3: a ko 0 LU > co LU V) ce- Lij 0 1- LU a :> C) ----- ---- 0 U __j F - U < w -�Id .0 U- F-1 1--- GAS LINE T 6" PLUMBING Z LU ------- 6 LUMBING 0 C:) 4 WALL TYP. L- ---------- ---------- DRYER 0- < <5 -.1 cl) C) U.N.O. WA L TYP. 'q- Uj Ln U ce Uj I ca 0 " 00 Zr UAO. a) .T Ln 1-911 1.011 LLJ < -j LU ch- cn HB 1 16 6 1 1 E &- c� LU --------- -1611 0 < LU E C) GAS LINE TO -------- M 00 < 0 CL % ILFVTL F-1 I I I Ll 0 0- U -�R-�-QRILL j -j ---E---------------------------------------------J L L--------------- Cj 0 00-, - ------------------------------------- E- r- I ko LU 1 11 E: ko % - LJ in- LU r _j ca cy, U c=) ZEE c� LU 0 9 E HBj I-oil 1 -1 -011 En -011 111-4" 16 [2 Ln c? C) 0 —------ 0 FINISHED FLOOR L.0 Ce -011 llo-OY411 9 LU LU C) 10 c" LU r-� x� ce NOTE: tj Zo r �Ln FIN. FLOOR TO BE 18" MIN. LU UJ PAVERS ON ce U-1 ABOVE CROW14 OF ROAD L bol Uj ia� STEMWALL C)too LU L r14 Uj M pj "I- A �A -< :> - — - — - — - — - — - — - — - — -- — - — - — - — - — - — - — - -T- ca - — - — - — - Cp 1-011 �A7.82) 0 LU LU LU En bo r C:) -V < ce L co", F— C) U U LU s ej con lb PROVIDE ELECTRICAL a < n 0 0- SLOPE 0 ce CHACE FOR ISLAND Lu . ;M U ce C) PAVERS @ 0- >- Q r- -------------------- UJ ca U SLOPE PAVERS ---- -------------- V" Ln 1/8" PER FT. ; 1< Ln 00 Uj @ 1/8" PER FT. 7§zw Lu = U) (n C) En Uj u.j F- ca 5Y2 201-7Y211 00% LU L —j -1 o- 4 LU 'c:c OF) I I c) _j —j LU LU Ln LU U) Uj U) ce- 0 U) LU LU : LU C> C) 00 > C14 I g �- Cie GAS LINE TO LU F cj- cje ca Lr) Uj COOKTOP Ce Lp F- 0 :> 0 c�,LU --- ----- -------------Lj ------------- 00%% COA LU LU = X: LU U) LLJ n oc CZ� i LLI Uj 201-7Y211 71 -411 8 71-411 LU C:) LU -:> 0 1-011 1-811 1-011 C:) 8 42 8 201-411 55 (D - = I En 0-4 __j - E nbo= p 44-: c)- = LU '-.. < E3 �2 0 ce OFFICE COPY 7<--I r�� M: LU LU U- LD Uj U LU LM i C3 (00 ce LU LU �0 C) STEM WALL FOUNDATION i"� 1 (n UJ (n ce ca >-- LU FOUNDATION PLAN LU 3= -c3 in LU SCALE: 1/4" 1'-0'l COASTAL M Lp =3 ADDITIONAL NOTES, SCHEDULES, & DETAILS LLA o t-u Uj ca LU :x- LU _j CAN BE FOUND ON THE A1.N SHEET. U- UO 2: __j --i U- 0 C) U- L Fr I rsERIAL NUMBER 1014.0 TO THE BEST OF W MWLEDGF THE DESIGN DEPICTED ON THIS DRAWING CONPUES WTIH M APPUCABLE MIN"WILDING CODE IN EffEa AS OF DATE OF CERMCATION BsDw. July 25,2017 OF FL ot SLAB LAYOUT NOTES : COP', ca 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS R 9673 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE .I �A' Ole U- C) 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. ED 0 uo:)� Ovan G. Drummond, AIA LU INDICATES DOOR OPENING AR 96399 LU ce Manuel Gonzalez, AIA LU 0- AR 96730 M ca Sang-Yub Lee, PE C:) LU Li- 72328 ui ce ui 0- 0 C31 LU an 0 M >. 5 T-4 00 LU r-b d) Ln M LU in C) Z LU < U 3: c) -j LU CC CL LLJ In 00 0 i Lu 0 E a ?. Q 0 U M U- U � 0 < LU �e _j W) U- X Z ED < 0 0 w 13 C:) Uj LA U C oo LU Ce LU �5; 00 W" U (n :;c- < --j -c c� C) W.W.M. PLACED IN UPPER E 0 0- Ln J. < ce ice M 1/3 OF SLAB OR FIBERMESH E LU 7% 0 �4 REINF. PER PLAN 0- ' -",41 LU ce- LLJ (D Lj LU SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 ca Ln TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, LU 2F in cj�CD AS CONCRETE ALLOWS WITHOUT RAVELING ce U.1 ce- Uj LU >- ce- LU :> 1< C) J F) SAW CUT DETAIL U�J w it 1-011 C) LL- u) SCALE: 3/8 1 0 C) U) iffie bc n-4 b 0 ce ra- cl- ILI 2. j U Q CD . Uj ca U 1- C:> >0 no C) BRICK PAVERS LU 3: o ui GAR. LU FIN. FLR. Lu —GARAGE ui En Ajr"--r—A LU LU tn ED DOOR LU C) VA rv/A 4: C) (i cn ; U E I— --- SLAB T--1 LU RECESS %0 A CD LU C:) WALL PER 2-w LLJ ->0 0 . . . 10. PLAN 5 :5 C) cn -< C3L do .1 100 ED LU ULj at LLJ U-j LU 0 c, LU LU PLAN VIEW cz (n LU L.- U- (A " 0 Ly 2: 01 LU S LU F- Ce ECTION @ GAR. DOOR U- C> Z-, SCALE: 3/4" 1'-0" Lu E b CL LU 00 r-1 U C) ce a- LU LU M: 029 LU 4 2w LU U- - LU U- LU M LU C) b LU Lq t-L! c:) Lri- - 3 0 0 Uj U) CO LU -C3 rp OFFICE COPY Li"I =3 6 1"I'A 0 Lu LU CO W 'M lij = _j �.j cri i LL- F _j = —A U- -J C) R LL- 00-0 SERIAL NUMBER < U C) 1014.0 TO THE EST OF MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MINIMUM BUILDING CODE IN EFW AS OF DATE OF CEKTIFICATIOM BELOW. July 25,2017 OR A rB r) 79 1-011 —j 7 R 19673 1-011 1-011 ca Do 1-01 4 74 0 U- C) 11 1-011 = 8 31-411 21-411 12 81-7Y411 21-4Y211 21-4Y211 12 5 0 0a I.-, Ln cQ ce GAS TANKLESS Ovan G. Drummond, AIA Z-- Ln LU r_D 0 �! = WATER HEATL. —MASTER BATH WATER @ @ AR 96399 cle �- SOFTENER Manuel Gonzalez, AIA 0 Ln 10'-0" CLG. _A/C COMP# ce (�) l LOOP::� AR 96730 ca I A/C COMP#2- ... . .. ........ -Yub Lee, PE Sang ...... .... C) LU 72328 R &SH CD 00 co Uj LCU, -1011 C) 15 --i LU 51-211 51-211 7 -5V2'. cn LU ON :> En W.I.C. Ln Z) 0 LU 0 co Ln 5Y2 10'-0" CLG. w M 00 ' C6 LU c� C> ce r- ce 5Y2 -011 LLI < 6 21-51, 21-11Y211 10 ...... U- 61-5 c:1 ..... p 3: a V LU (n @) MASTER > 00 C=) Ul :> PROVIDE A 12 x12" i Lu (n 0 E L� M 0 2� a 4G FOR AHU 0 BEDROOM DROPPED CEILI1 11 U5 I u- CJ 0 0 PLUMBING/ VENTING #1-A < Uj ca --- U- 10'-0" CLG. F .1 55 muce - - - - - - - -- - 22 x54" PULL TWO CAR 0 4 Uj a_j DR &SH I r1DOWN STAIRS Q) -cc U LU kn Uj LINEN GARAGE lu- c: 00 Cie Uj LMNIL3 x ry 0 cQ LINE OF 2ND r or'll 101-011 CLG. < Uj C> F�!! SEAT E OL 00 ce. 0- FLR. ABV. HAND RAIL < LU Ce- M E C) 0 X10" U OSING 'V Ln LAUNDRY 10 wLU AIR -------------------------------------- %0 HB 10'-0" CLG. JUMPER co 4- LU U- --j 5 FSTEPS, 3= C) 001 STO c) cx_' LL- 1-911 1-011 1 4 LU GAS STUB c') i c:k Li 5 �T ca ....... U ce OUT FOR U.J C) Ln FUTURE Ln C) 19 ce U C> 61-411 3'-9Y2' 3 *2 51-2Y2 51-2 A C) 1-1011 LLJ LU T-6YY�- 41-211 ---------------------------------- ---- — %I C) LU ce ------ H B LU LU -011 -011 -1 42" HIGH—` 111-411 16 �2 Ln r co En I -- -- DR UJ Ln LOWWALL qz- 4L 11-1 � LU UP x: ce MT OAK 10'-0" CLG. LU Ce CD LU STAIRS T CL C COVERED GREAT ROOM >- LU LU A7.82' FOYER -T- ce .:::c :> ca 10'-0" CLG. -- - - - - - 00s r% v11 OPEN TO ABOVE LANAI j -0111 10'-0" CLG. 10 LU (n 5Y2 MT 47� 4< '-�c —i LL- En W^A F- kj i -::c tp a �2 9y2" 8 -0 CL Ln ?-"� 161-211 81-011 1 6 1-111 8YY� 1 -0 P-4 LU 0 U A 0 LU U c bo 0 Ce — — —— — —— — — LU U CL % 00" LU C) -2x4 WALL 34 1/2" C) LU &3 HIGH ROUGH U 17u FLAT SOFFIT 5Y2 LU (n 00, L �1 !4 Ln C) (D co @ 91-011 A.F.F. LU ----- ------------ FLAT SOFFIT. SEE LU cl- (TYP.) U.N.O. lq* Ln r------ ------------- I CO cc W ELEV. FOR DETAILS Ln 00 U LU C1 Uj 0 D.W. LU DINING IL ro! REF. __j LU COVERED 0 06 SPACE! ill-OY211 00% U i DBL. SINK 10'-0" CLG. f; ce GOURMET W/ DISP. ENTRY C> 0.- 5Y7 5Y2 2 LD ce KITCHEN STUDY 10'-0" CLG. -up M C) :> 00 % 3:: En a 10'-0" CLG. 10'-0" CLG. UJ GAS COOKTOP Ln Uj cp w Uj U) LL� M, LU C) %I or U) Uj n 01 ---------- 11-- Uj 00% ca M -< Uj CD LU -::> C) 211 241-611 7 LU En Ln 811 71-411 51-1Y211 31-4y 1-2Y211 71-411 8 Uj = W ;? w w 0 cn C) 1-011 1-811 1-011 cf�(n 01 8 42 8 201-411 ce '< (9 0. ED 1-011 79 LU cn Uj B U- cn 0 Uj C) C:) = 0 cn z 15 E b c; i�- Uj E3 cn �2 ce = -< Uj M: :> .......... LU M Ld 03 r'w Uj U- LU LU 113- 02 Uj il- Lj OFFICE COPY M = = C) C9 �CD M Ni T 7 �5YY' LLCU �:3 rw PACd -24 Y2 HB- t2- DBL. OVEN FIRST FLOOR PLAN LU Uj b FEADDITIONAL NOTES, SCHEDULES, & DETAILS ce :F, U-1 ca pi SCALE: 1/4" 1'-0" COASTAL C -.J U- CAN BE FOUND ON THE AIN SHEET. F.z�Z --J 0 12 u- < U 0 SERIAL NUMBER ci L - - -A I TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEFqCTED ON THE DRAWING COMKIES WIIH THE ARLICABLE MINIMUM BUILDING CODE IN EITEL7 AS OF DATE OF CERIVICA11011 BELOW. July 25,2017 V rB qF FL A'i� A7.82 02 42 1-811 e Gon I_Q1/II 1-01 10 301-10Y211 �673 A.. 141-1Y211 61-411 61-3Y411 le U_ C:> NED a 1_4 En Ovan G. Drummond, AIA -U) AR 96399 Manuel Gonzalez, AIA LU ce Ln LU Q AR 96730 cx� Sang-Yub Lee, PE o LU 72328 U_ Z5 cl Uj Uj 0% Uj CD M LU CQ I Z _j rq 00 >. o ROOF 0 1-- Ln Uj rn BELOW 0 Uj 06 n o Z Uj < V) cy, u) ri >, U _j w '_j N M p 3: c) cc > 0 0- LU Uj V) 00 E ae U) 0 Uj N Lu r 0 :> 0 In U_ < UJ �N E: u- Z CL :f -En 4 < 0 C) 41 ED I 1 0 4211 HIGH Uj tA U co cz Uj LOW WALL ct 0 0 ce UJ 75p- c� U U) �r_ < E 0 LU C) V_ 412" HIGH—' M HAND RAIL 36 < cx. Uj E c3d ice M N U-i LOW WALL -1 ABV. NOSING M 0 < U Z� �4 BEDROOM 2 j cn ko 0 9 j LU LU 9'-0" CLG. OAK— < ko ce CL STAIRS LOF ci C:) U_ --1 .011 CLG ----------- __j 9 3. 00 o ---------- Ln ---------- U_ 0 r UL, a% Uj R_R1 CID 2f U ce LU C) 5Y2 C? c) -oil 111-3Y2" 31-6Y211 T 4 61-OY211 71 U-1 j Uj -:c ce ce L" ce (D cr_ LLA LU L3 LU ZROOF ca — - — - — - — - — - — - — - — - — - — - — - — - — - — -- I BELOW �0.82 LU c-e UJ U in 9 Uj — - —- —- — - — -— -— - — - — - LOW WALL 9 21-8Y211 L 51-3 C:) R &SH - - - - - - - - - - - ZOPEN TO 42" HIGH I BELOW fa LLJ cy') ca < >0 �A cn k=P I LU < C:> 00 - -- - - - - - - - - - - - - - - __J Ln �.l 2 W cc� W.I.C. 0 MECH c:) LU En U C) (cne '-0" CLG. '-0" CLG. Lij 9 L9 0 S ..........I— En LU ct R & H 51- C3 1_2 31-OY2" BATH 2 H C) LU Uj U Q :3= LU ce C) -0" CLG. CL 9' En Q 22 x34" ATTIC ACCESS 5Y2 LU Co U 5Y2 cd I< ol 15 I-C 11 %0 5 .1Y2 51-3Y211 31-4Y2 121-9Y211 LU Ln L - — I TH 3 10 — - — - — - —I- --- — - — - — - — - — -— - — - — - — - — - LU < cn I I n12 BA LU U C�4 ca Uj k. — ca 9'-01' CLG. cb LU __j LU in &SH R 14y 12 LU 2 LU 5 U) - --- — - — - — - — - — - — - — - — - — - — - C:) U.) _j LLJ 00 = cc = W. C. BEDROOM 4 1�4 Uj F- BEDROOM 3 2 V-4 ce 21-81 11 M a lei OP '--Oil CLG 1= 0- ce ca 9'-0" CLG. Z 9'-0" CLG. ROOF (D ce pi > LU C> :> BELOW ca 3:: cn C) LU LU C) LU Uj En Vk "M cn 03 n UJ L----- :3= L E: U ce- LU C) 131-3Y211 12 6 0 LU Ln ED (D 42 LU tn cn LU 0 CL in Ln Uj 0 -j w En En rn ce Uj LU rB LU LU En LU U_ cn C:) ui C) U; j U_ C) 0 (;,n C) E b Cl- UJ E3 'n �2 Uj LU ED LU lu-i U_ UJ 00 0 0 LU r,4 rv") C) LZ t7. LLJ u-, I 1_4 t U) ce Uj UJ ce- o 0 UJ (n SECOND FLOOR PLAN Uj UJ LU LU Z3 z6 F, lu cl UJ ca Uj COASTAL OFFICE COPY UJI J__ OR SCALE: 1/4" V-0" �cil Ll U 4 0' 114Y2" __j 20- -.3 C) 0 ull lar-00 o rsERIAL. NUMBER. 1014.0 TO TIIE BEST OF W KNOWLEDGE,TKE DESIGN DEPICED ON THIS DRAWING CWLIES WITH THE A"LICALE MINIMUM WILDING CODE IN Ma AS Of DATE OF MMWATION DELM. E� ELEVATION NOTES July 25,2017 0 U PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM /1h ROOF HEIGHT 2_11 1411 cc FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR OF FLOA� DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED cx c� OTHERWISE ca FOAM APPLICATIONS FINISHES SHALL BE ACCORDING ------ el klpon 2. TO EACH ELEVATION r3 "CORAL-LIGHT" OR EQUAL PRE-FINISHED �282 3. FOAM APPLICATIONS SHALL BE INSTALLED AS PER ROOFING PER R 967 MANUFACTURER SPECS. U.N.O. CONTRACT (TYP) PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE m U_ HEEL HT. C:) 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND —--—-- —--—-- _Q'I ------------ V, / ---------------- lkEn c) IINSTALLED AS PER MANUFACTURER SPECS. I - I.-, TRIM WORK FINISHES SHALL WRAP ALL OPENINGS T.O.PLATE ................. ............. ................... ........... ................ Z�tun, 44 ........... ................................................. ........... ............ .................................................. 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE AR 96399 LU FLASHING En LU Q OPENING Manuel Gonzalez, AIA ...................................... ................. METAL WORK IN INTERIOR AND EXTERIOR RAILINGS .............. . ...... AR 96730 ............. ............... ............ ....... .......... Sang-Yub Lee, PE m ca 6" CORNER- r6 a pi - 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON j &A- TRIM TYP. 72328 ALUMINUM ............... ....... ..................... ........... 5.2.8 ........... .......... ........................... - ---------- Uj THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, FLASHING Lij q LU -c 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE Zo ui 3= ca cq --------- -------------- ...................................................... .................. .................. .......................... 0 0% a ARCHITECT/DESIGNER Uj ................. ............. 20 _j ri co 0 Ln THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING Uj w 4-J C� 2ND FIN. FL. /Ilk < WITH THE SUB-CONTRACTOR MANUFACTURER AND ---------------------------- --- LLJ HEEL HT. HEEL HT. 8. THE ARCHITECT/DESIGNER IN WHICH ALL 7 CA c: p �R: 0 i t- 7, r-i Mo- Uj ce U) ARCHITECTURAL APPLICATIONS WILL BE COORDINATED CDO > C) E 0 I Lu = T.O.P TE T. RATE (D aj 0 IAND APPROVED PRIOR TO INSTALLATION 0 U U al C) ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING Uj 41 -U--j -tn in 9. 1HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. M Z Uj e-% 0 C) 0 acc V-C U C Uj LU V) 00 M F 1 0 Ln ce LU TYP C? E c� F- L C:) -q- < U,) E IL Ln r U F _j tD c) -------------- C:) 0 Uj U_ __j E .................................................... 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Aft 1-6 Ah /_1k rn UJ till LU Uj LU UJI U_ LU L--------------------------------- as Q:� a 0 LU LU 00 7 Ce Lu 5.2.82 OFFICE COPY LO rn C'Q L,UQ Uj RIGHT ELEVATION ce tn U) W a) 0 "j ca F, Uj CO Uj SCALE: 1/4" 1'-0" COASTAL Uj ASPHALT SHINGLE ROOFING ui LL_ U1 Z�_ U_ U_ C> L SERIAL NUMBER C1 I I TO THE BEST OF Iff IWOWILEDGE,7NE DESIGN DEPICTED ON THIS DRAWING COMPLIES Wnh THE APPLICII&E MMUN MIMING CODE IN EFFECT AS OF DME OF CIRMCAnON BEWW. PROVIDE RIDGE VENTS, TOLL BROTHERS July 25,2017 C) P.M. TO VERIFY LOCATIONS. OF F�O'It 411 - Gor, ROOFING PER CONTRACT (TYP) L-----------------i R 967 U_ C:) —————— ————————————————————————————————————————————————————————————————————————————————————————— := ED C) "Ilk HEEL HT. — - - — - - — - - — - - 6-4 (n 1411 En C)'� - - — - - — - - — - - — - - — - - Ovan G. Drummond, AIA 4 uj 0 M: = T.O.PLATE - --------------------------- ------------------- LUce 1�- 44" ..........- .................................................................... ............. ............... tn LU C) e ;DTI =:) a. ce ......................................................................... .......... ............... ... ............................. 6-12 AR 96730 Ea 12 C> LU ang Yu Lee, PE ................................ ................................. ...........- ................................................................................. ........................... 72328 ..................... ...................................... ............................................................................................. ........................... ---------------------------------------- FLASHING ................................................... .................. 6i2, LU co 0 (71 .......................................................................... .... .................................................................................................. ..................... 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NET FREE VENTILATING LU Uj U 0 Uj U 9.916 _'r- n ROOFING PER c) 2M, U) AREA REQUIRED U LU Ln CONTRACT (TYP) LU 3 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO U=, 001 ca BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE __j X: HEEL HT. 5.2.8 M __j P-4 LU - ---------- REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LU -cc LJLJ ------ LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS ................... ............................ ............................ .......................................................................................... ------------- ..................................................................................................... ............................................................................................................................... .............................. ..........................................................-----............................................................. 3-. En En T.O.PLATE LU C) U.) _j Uj CONFLICTS EXISTS) MEASURED VERTICALLY,AND THE BALANCE OF :3= ....................... ........... ... ....................................................................................................................................I....................... If ................... ............. ..............L.................L............................................. C) 00 LU % cz: 1-41 —----- THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. cn �s ::E� i cn FTT1 i Uj ................. ................................................. ................... .......................................................................... .................. ................................... .....................................- ......................................................... ................................. ......................................................................................... W LU Typ 'E] ..................... ........... .............................. -------------------- ........... .............................................................. ..... ....................................................................................................................... ................................ ........... ...................................................... ...................... C:> :> Y/ U-1 0 C) - ——————— Uj 4" CORNER ------ .............................................. .......................... .................................................... ................. .................................. T.7-7 ............................................................................................ ........................... ZE, CL. TRIM TYP. ................................................................. .............................................. ........................... ........................................ ............................................ 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FL. LU HEEL HT. HEEL HT. *4z u.j LU14 --'T.O.P0�T_'E_ T.C.PLATE (D LU ce cli,En ce Uj z-, r-4 0 Uj 3= < 0 LU U) Uj CD U_ CO U_ (n LU CD ZD C) 00 c� 00 LU ce 0 U_ Go Or- 00 ..................... .... ........................ ...................... ............................................. lJL__I BID b c=, ............ or rn FIN. "k— FIN. FL. 14[,/ w/ La IRV OFFICE COPY 0 Uj U_ 00 s- L!� M 2-- . I I I L L I I I L (D 0-4 Uj U �uj < Uj ce .< qj 5.2.8 ADDITIONAL ELEVATION NOTES: Ln (n Uj 1 PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL cc (-j U) 6.1\2 1 6 T-c FIA NOTE. F BE CALC QU [FREIR [FP�D D 1 _ PRE- 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS cle LEFT ELEVATION af LU cw:) LU Ca Lu Uj in U-j SCALE: 1/4" = V-101" COASTAL 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN LU U3 M _j U Dr- W = P-4 =_ __j w ASPHALT SHINGLE ROOFING ADDITIONAL 1/2" DROP Lf) ato- Ln :�e_ _'_j 0 a U SERIAL NUMBER 1014J.0 M THE BESr OF MY KNOWLEDGE,THE DESIGN DEPICrED ON TIHS DRAWING COMPLIES KIM THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF COMCATION BELOW. July 25,2017 C) �OF- ca AR 96 OP, 2 U_ % C:> ED Alk 5 1_4 Uj 30" X 30" 4" WOOD BRACKET SHEATHING En r." INSULATION AS Ovan G. Drummond, AIA Ln C> �! REQUIRED WATER-RESISTIVE AR 96399 LU ce Manuel Gonzalez, AIA En LU Q BARRIER AR 96730 ce M C� LU STUD Sang-Yub Lee, PE cn 72328 LUU- 21-611 JOINT FLASHING 6 0" e Lij 79M AS REQUIRED _j LU <c LU Ca cr_ 01 :> LU C) 01 LU NAIL PER _j T-1 00 M LU 0 Ln fn C) MANUFACTURER 06 % Z =3 It Uj V) it (f) 0 10 U _j * cl) LU ce LAP SIDING ui = 00 c) 05 0 C) :> C) 2112111 Uj 2LU 1#1 2 L.. cn _j � a E 40�� -I" < w u_ _U) FINISH FLdOR, CONCRETE U_ FOUNDATION M Z LLI -:C o oll cj_ 0 C) 4 C:) LU Uj kA UL 00 M 01-1 Ui ELEVATION VIEW lo SIDING 00 12 M = U U) _j I- 1 0 U.j p 9 < E 00 0 ce I- < lo < E CL U %D LU STARTER = < X: < 5111 2 STRIP 0*1 a- C) 0 r4 __j C:c �H1�2 C:> 9 ce 21-611 o C) U_ PLAN VIEW 0- 5 LU C:k U_ N C) cn 2u = __�'�TRELLIS DETAIL (��P SIDING DETAIL 2-1, 1 c? Q� 1-4 (::j::�FRONT COLUMN DE IL_ (�j:�NOT USED K3 0 n C) U) SCALE 1/2n=1'-0n SCALE 1"=1'-0" SCALE 1"=I'-O" SCALE NTS"=I'-O" t7)' -am LU �5.2.8� 5.2.82 1��I.J2.8 cc M: ce U-1 t�T" I r!� U"j LU Ln LU ce 10 LU Ce Sc LU LU LU ca < :::- 0 ::! L. L* LU CD Uj cn U_ tn (3 0 f Ef! tjj 9 0 LU ce 4< 1"x4"TRIM Q I:e (D __A -,--ffl '.111 0 0:� C:) Uj d_00- U 0- 9 >_ Q U_A LU Ca �21 I X: 4"x4"WOOD 1< n U) 321 POST LU = tn E (n (D t( LU L U cc ca ca LU INT. EXT. SHINGLE ED " I U LU SIDING tu- U) LU LU 9 All lk = En 2'fx4"_____ C) Q 00 LU F3-= :711 0:� (D r*4 1/2"SHEATHING cn ca (-A 7 Uj L9 ce LU C) 4"x4"POST c:> C'.) (a�SERVICE CENTER DETAIL CAP ABOVE. Uj M f__ up U) SCALE 1/2"=l'-O" -------— U-1 I ................. (n LU M 511 1��.J2.1 f.-< _-17 Uj C) 41- ..................... 2"x4 51.0n F- LU 1X BANDING 0:: ................................ 1X4 TRIM _��lX6 HEAD 1c:> Lu -:> U 2w ................................ mmn PLAN VIEW LOUVER U-i Lr) Ui U) U) ........... . ........... ce Uj ............................ ...................... ................. ......... (a�SERVICE CENTER DETAIL ........................ ........................ .... ............ 7.1 5.2.8 ce SCALE 1/2"=V-0" 0 L U ............................. ............................. A5.2.8 �5,2.8� ';4 "TRIM ------- 4"TRIM 4 -4 cl .......................................................... .............. Uj ----------- -------- PO ............. ..................................... ...................... . ...... ........... ............... ........................ U_ (n ....................................................... ........... ...................\ ............ .................. ........... U) LLJ F- Ly .... .................. ............... 3: Q U) LU lP- .......................... .................... ............... ............................... ........... .............. . ....... U_ 9 C:) C:) ,Ln 5/4 SILL .............----------- --------------- cn E b 4"x4"-/ 9 '�\-4"TRIM Co ....................................... :1X6 APRON ;_1 I I It POST i(D Uj 'o ce I M 7� Ce LU ........................... co 4'TRIM L rA LU Uj LU 6-4 0 U_ Uj U CDr-4 CE CENTER DETAIL �_H Uj gaiwn (j:�WINDOW DETAIL LK)LOUVER DETAIL r7 ce ui LU LIJ SCALE 1/2"=l'-On SCALE 1/2"=V-0" SCALE 1/2"=V-0" �5.2.8� i-E Lj r— lq��I.J2.1 M C:) ��21 ce 113r_ E-T— y 0 LU uj LU _3 3= U) LU UJ C) U 'e LLI j_U L OFFICE COPY LU Ca LLJ LU LLI :7 LLJ __j LL_ 0 C) U- -CCU ISERTAI N UiNtB F R _j TO THE BEST OF MY KNOWUEDGF,THE DESIGN DEKCrED ON THIS DRAWING COME WIM THE AMMME MINIMUM BUILDING CODE IN EFFEKI AS OF DATE OF CEKMCATION BELOW. July 25,2017 U SEE SHEET A3.N FOR RADIANT BARRIER ca INSULATION SCHEDULE OF FLO PRE-ENGI EERED C1 Co TRUSSES DESIGNED BY 0 ca TRUSS MA4UFACTURER y y _91 AR 967 I All� dj ,plp,� ............ ---------- ........... U_ ........................... BATH 3 STAIR RAILING AND C) LO FT Ovan G. Drummond, AIA En ru R 96399 A *18 RISERS 7 5/8 LU Manuel Gonzalez, AIA -j Q GUARD RAILING NOTE Ln EL PRE-ENGENERED FLOOR AR 96730 16 TREADS 10" W/ 1" NOSING ca Wloci . I v STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING Sang-Yub Lee, PE TRUSSES DESIGNED BY 0 LU I LANDING U_ AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO 72328 TRUSS MANUFACTURER 42" HIGH *ACTUAL STAIR RISERS TO BE VERIFIED WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS LU O� LOW WALL Ljj BY CONTRACTOR IN THE FIELD APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. 0 Lu 3= F R IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT Uj C) C:) rq 00 CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 0 1-- Ln Uj GOURMET KITCHEN 11 43/4 C) 4-1 in C) POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY < .5 ............. .............. ............... .................... DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS tz j ------------------------------ Z M M ....................... CABINETRY & -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 (IN CC > C) A r doe X, �!I Lij kn 00 ............ 0 E I Lu APPLIANCES ARE POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA Uj r*4 ............... Z11 0 LANDING CD :> 0 CD U MASTER OL 1/2" PLYWD. NOT CONCURRENTLY WITH OTHER LOADS. FOR REFERENCE r_4 % < Uj U_ ONLY BATH H. Z LU 1" NOSING TYP. 0- < 0 C) ................................... .......... THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS 2x12 P.T. LU U 00 co Ln 10 SHALL BE 40 PSF MINIMUN. .5 0 LU T_ Ln F� HEADER C� E 0 LU C) hl C) Od < WD. NAILER E V) ................. < Uj N T----------------------- 3: 0 =D 0 lu ..........- T-4 HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE < 2x12 WD. CARRIAGE mi CL U j, ........ AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT ........... < Uj LU FIRST FLOOR GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR IT ON F-6- 41 �1 N SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND CD 0'-0" FIN. FLR. 0 E:y U.J U_ __j NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS !j JL j J.j: .... .... .. SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A 2x WD. TREADS C) . ............ LL. MINIMUN RADIUS OR 0.01 INCH. (NOMINAL) TYPICAL r_4 Uj CD C:6 __j LL_ C�j C13 Lij p in ce (n U-) Cie :> _-�STAIR (n Uj cc rB UILDING SECTION rc SECTION Cie Ce 0 1--o W U_ Co ��.12 SCALE: 1/4" 1'-0" COASTAL CALE: 1/4" l'-O" COASTAL Ln Z�n ��,�S 111i U_j U�C) = kn O� En <C LU Ce LU 0- e Uj >- Ce 2-- LU cc <c :> RADIANT BARRIER 1;J Zjj a P-4 LO Ice C:k SEE SHEET A3.N FOR Z LU LL_ t,-3 C) INSULATION SCHEDULE PRE-ENGENERED TRUSSES F 62 (A DESIGNED BY TRUSS LU C-5 0 MANUFACTURER C) Ce U 7 C1, 71�1 �t11*?7 Y X y 7 �,,T 1 7�`, �'7 0 LU an U tn . ...................... LU En En LLJ tp ,., E! .............. LU C Uj D __j LU __j <C ---------------------- -------—------------------------------ Foo-oll UJI 3:: U) ru U) BATH 2 C) U, __j LU 00 ........... 01 Uj LOFT 32 Uj Co LU C> >0 3:: En a C.1 U Uj Uj LU En U) Uj LU ........... C3 �_j U) ...... . ............. ---------- --------- Uj .........4 PRE-ENGENERED FLOOR TRUSSES ----------------------- Uj CD d ............ LU DESIGNED BY TRUSS MANUFACTURER ED (D __j ................ 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LiJ U 10 LU a 00 LU U_ Ld Uj `�B (n in rA UILDING SECTION Uj Uj COASTAL (n CALE: 1/4" V-131" LU tj S OFFICE COPY i-T— LU rn, LU F, LU cc Uj X_ X_ =_3 (A 'Z __j __j zw- __j 0 C) U- U �_ C) ERIAL NUMBER C21 I I rs 1014.0 M THE SM OF W KNOWLEDGE THE DESIGN DEPICrED ON THIS DRAWING ODMPLIES WnH THE APPLICABLE MIN24UM BUILDING CODE IN ERW AS OF DATE OF CERIMCATION BEN. July 25,2017 01 U 2-- ca F PL Ze Pq ca R 9673 M U- .......... ........... ............. ............... ....... ........... ............ ............... .......... ................................ .............. ........... ................................. ......................... ......... ........... ..................... ..................... ....................... .......... ------------------------------------------------- ---------- ----------- c 5 ------------------- ---------------- Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA LU LU 0 AR 96730 5- ce -Yub Lee, PE Sang MASTER 0 LU --j 72328 BATH ULU- w W.I.C. 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C:> 44 C:) U-) io E b CL U.J LU U) — C) c3e L—U LL- LU Lij LL- LLI Zw LL- LLI U 00 UJ 0 C> Cje p tn LU OFFICE COPY - 0 C2 LU 0 r-4 En U = Zw- C) u- Uj LLI En 3:: ce ca LLJ LU SECOND FLOOR DIFFUSI=-R LAYOUT t; DIFFUSER LEGEND C:) F- 0 tn Ln COASTAL U LU SCALE: 1/4" V-0-1 LU Lu =3 6 cm s Z1Z LU CJO LU UPPLY RETURN EXHAUST FAN Ln Lf 1 2! --i U- U- FOR REFERENCE ONLY SERIAL NUMBER, 1014.0 n L TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICQU MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF MTIFICATION RLOW. July 25,2017 E� ELECTRICAL LEGEND C) U i111 (b SINGLE RECEPTACLE DUPLEX RECEPTACLE OF Fko 240V RECEPTACLE Goo ca 6 SWITCHED RECEPTACLE A/C COMP#1 C COMP#2 ............ DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE R 967 WATER DUPLEX FLOOR RECEPTACLE Im SOFTENER GFI E.M U_ LOOP ...................... ED C) ............. SWITCHED FLOOR RECEPTACLE ............ dbWP 777 ---------------- .................. .............-- Ovan G. 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U) e--% LJLJ 0 �J- :3= Q (n ce LA_ C) En En E b c=, U (n Uj Uj b Uj L" U_ Uj U_ Lu Uj 00 ce cn LU ce -cc LU 3: 0 C 0 3:: C=) UL ce Uj >7-- UJ uJ P SECOND FLOOR ELI=-CTRICAL LAYOUT En 0 ce_ LIJ Uj LLJ U, -:2 W::) x: SCALE: 1/4" 1'-0" COASTAL U LU LU LU F_ n LU ca LAj OFFICE COPY __j U) Lij __j d- __j U_ __j 40 U_ E R1 ce AL NUMBER 101 I Is TO THE BEST OF W KNOMIDGE,THE DESIGN DEPICrED ON THIS DRAWING CDMPUES WM THE APPUCABLE MINIMLR4 BUILDING ODDE IN EFFECT AS OF DATE OF CERTIFIrATION RM. Q TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE on 12 BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEkD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER ca RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE HEADER TO ALLOW FOR FLASHING INSTALLATION 1. :UT, FOLD UP &TEMPORARILY AR 9637 �ECURE WEATHER RESISTIVE WEATHER -A 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE ARRIER ABOVE HEADER TO EXTERIOR RESISTIVE BARRIER 1LOW FOR FLASHING SHEATHING U_ NSTALLATION BARRIER 611 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD N__ILPE==��j ,— SILL PAN WEATHER 5 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER 6-1 (n .::� 2 Ovan G. Drummond, AIA U) ^�' ::.:::::... BARRIER WEATHER RESISTIVE BARRIER ru- AR 96399 (ASSEMBLED Manuel Gonzalez, AIA LU ce 3. FOLD WEATHER RESISTIVE -9 WINDOW ) -n AR 96730 ........... 5 SILL PAN BARRIER BACK OVER HEAD UJ 2 5- ce Sang-Yub Lee, PE ca ............. FLASHING AND SEAL WITH TAPE LU 72328 LL_ ...... FLASHING Lij LU DO NOT FLASH .. ......... 0) Uj OVER BOTTOM U.J 0) LU Cc CORNER I FLASHING ....... 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(EXT-5) 3: U) LU LU Uj tn tn uj LU C) UJ >_ ce ca Q_ LU LU ->. U U) Uj U) UJ tn UJ tn cn U3 in — �3: LU -44 Uj < cuni = C) tn �2 �- 8� C) = 0 (7n. 4U, tn C) E C) F- cx <c r-% U) 0 , ce c CL LU U.J 06 LU LU L" Z-- MCC LU LL_ LU U.J tZ a GiE a C) 0 ce Ly Lj cn cl rz C.-e c) ,UQ LU ui = LU 0 LU --:�r_ F, OFFICE COPY LU LL,1 :2: LU U_ Lii ca LU M _j U 1�j = _1 - U_ U_ SERIAL NUMBER 1014.1 U L TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMES WrrH THE APPLICABLE MINIMM BUILDING E� ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO ODDE IN EFW AS OF DATE OF CEIMFICATION BELOW. CI 7/16" SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING U (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) i!� i to APPROVAL FOR ROOFING SYSTEM) SEE PLAN A -/Zv� .16-4 ALL ROOFING UNDERLAYMENT TO BE .92 OF r-ko L_ ALL ROOFING UNDERLAYMENT TO BE SEE PLAN CL. SELF-ADHERING POLYMER MODIFIED BITUMEN 2 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 SHEET TO COMPLY WITH ASTM D 1970 ca LU Of PRE-ENGINEERED WD TRUSS, 24" O.C. 2 X 6 W/ 2" DIA. LU A ROUND VENT @ INSULATION BLOCK 241, O.C. '73 2X4 SUBFASCIA R 9673 METAL DRIP ncy-yn METAL DRIP 6IN Zw_ LL. CARIBBEAN CLASSIC COASTAL EDGE EDGE Ylsl C:> jED 1X4 FASCIA CEILING INSULATION *__1 IX6 FASCIA CFTLI�G INSULATION < (SEE ENERGY CALCS.) (SEE ENERGY CALCS.) cn 2X6 RAFTER TAIL Ovan G. Drummond, AIA @ 241, O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. AR 96399 U.i PAFTER TAIL LEGEND DIAM. VENTS @ 48" tn LU 0 1 DBL. 2x SYP. WD. 0. C., Typ. DBL. 2x SYP. WD. Manuel Gonzalez, AIA =:) 5- ce 3/8 AR 96730 ce = ca CEMENTITIOUS OVERHANG TOP PLATE TOP PLATE Sang-Yub Lee, PE C:) LLJ SOFFIT- 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS 72328 :� r:; @ 16.. O.C., TYP. FINISH MATERIA @ 16.. O.C., TYP. .0 ce LW 3: ui C) LU FINISH WALL INSULATION PER ELEVATION REFE WALL INSULATION __j R TO LU 3= MATERIAL PER 0� 0 0) (SEE ENERGY CALCS.) ELEV FOR (SEE ENERGY CALCS.) Uj 0 CA j>U 1�- C:) ELEVATION _j rq 00 2x SYP. #2 WD. HEADER OVEkHANG, 2x SYP. #2 WD. HEADER 0 �_ w a 4-J In a -SEE SCHEDULE -SEE SCHEDULE < Z :3 v LU V) N >' < 0., SCHEDULED WINDOW U UJI! SCHEDULED WINDOW :> ce Ln (SEE FLOOR PLAN (SEE FLOOR PLAN) w cr_ > i LU = o -L-- 00 C:) E WINDOW ATTACH Uj It 0 a :> 0 6T ;Z-WINDOW ATTACHMENT _j cl iN E COMPLIANT W/ FBC-R COMPLIANT W/ FBC-R < UJ -lie u_ (n j=�P- tLZ U_ LU acc 5 2x SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS Z 0- , I_ = 0 C) 4 O.C., TYP. < (5 U 16 16" O.C., TYP. U -i Qj 73 C:) Uj tn U c 00 on ice UJ --vp 0 (a Ln U U) ;;Fc C) WALL INSULATION WALL INSULATION < _j c� En _j * E 0 �2 2! , (SEE ENERGY CALCS) (SEE ENERGY CALCS) E < LU EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL < = III 3:: < 0 rq SHEATHING AS REQUIRED CONNECT WALL PER SHEATHING AS REQUIRED -i U r� >- — CONNECT WALL PER UJ Uj BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS _j 1.0 0 :3= FRAMING DETAILS < t.0 It 0 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE CL FINISHED BASE MOULDING 0 F- = C:) 3/4" GYPCRETE (OPTIONAL) 3/4" GYPCRETE (OPTIONAL) L9 " In,: 0 U_ WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR TOP OF WATER RESISTANT BARRIER TOP OF FLOOR 3/4" THK. T&G SUBFLOOR C) (D a (2 LAYERS REQUIRED) (2 LAYERS REQUIRED) FLOOR U_ a- Cd F TRUSS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP L TRUSS gk ui 0 OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM 2-1 ce ROOFING PER CONTRACT. (CONTRACTOR TO ROOFING PER CONTRACT: ON (2) 0 n C) In U0 LU 7/16' SHEATHING 2x RIBBON FASTENED Uj PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED -cc c1c, ce TO FLOOR TRUSSES SYSTEM) TO FLOOR TRUSSES I.Lj LU (CONTRACTOR TO PROVIDE PRODUCT cc ui < ce LU APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER > ALL ROOFING UNDERLAYMENT TO BE 2E,M SEE PLAN LU CD M ALL ROOFING UNDERLAYMENT TO BE WAINSCOT[TRANSITION SELF-ADHERING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 JU SELF L I L BATT LU SHEET TO COMPLY WITH ASTM D 1970 2x RIBBON FASTENED BATT 2x RIBBON FASTENED TO FLOOR TRUSSES INSULATION REQUIRED TO FLOOR TRUSSES INSULATION REQUIRED PRE-ENGINEERED WD TRUSS, 24" O.C. M LU 2 X 6 W/ 2" DIA. LU PER TRUSS ENGINEER AT GARAGE (SEE PER TRUSS ENGINEER AT GARAGE (SEE CIO LU I ROUND VENT @ ENERGY CALCS) INSULATION BLOCK __j ENERGY CALCS) 241, O.C. PRE-ENGINEERED WOOD FLOOR >-C 2X4 SUBFASCIA PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD LU (n LL_ in METAL DRIP 2'z ENGINEER FOR TRUSS LAYOUT) METAL DRIP ENGINEER FOR TRUSS LAYOUT) c:> cue) EDGE EDGE ;2! j= 1/2" GYPSUM 1/2" GYPSUM =- c') U) CEILING INSULATION IX6 FASCIA rFTl ING INSULATION 2pp 1X4 FASCIA >-C WALLBOARD ON STUDS WALLBOARD ON STUDS 7-D < 25 g (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE >-C W/ WALL INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE I,::) - IZE ce 2X6 RAFTER TAIL W/ WALL INSULATION 0 �> 0 5 (SEE ENERGY CALCS) VENTED SOFFIT W/3" (SEE ENERGY CALCS) LU LU U >- Q @ 241, O.C. 1/2" RIGID GYP. BD, SCHEDULED WINDOW 1/2" RIGID GYP. BD. SCHEDULED WINDOW __j U.J ca U DIAM. VENTS @ 4811 (SEE FLOOR PLAN) (SEE FLOOR PLAN) U) 11 DBL. 2x SYP. WD. 0. C., Typ. DBL. 2x SYP. WD. U.J Z-_ U) 3/8 TOP PLATE WINDOW ATTACHMENT WINDOW ATTACHMENT HEADER , SEE FRAMING TOP PLATE (n C) (D COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R ---HEADER , SEE FRAMING CEMENTITIOUS I I I OVERHANG PLAN FOR SIZE AND DEPTH PLAN FOR SIZE AND DEPTH LU SOF 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS O.C., TYP. Uj @ 16 FINISH MATERIAL @ 16.. O.C., TYP. __j M 9 PER ELEVATION in __j 1-4 ED 0 FINISH WALL INSULATION REFER TO WALL INSULATION LU U_ U) MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.) U_ C) En ON p__I __j LU ELEVATION w LU L = ;5 = PVERHAN Uj U I— 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER :5 U.) >_ -SEE SCHEDULE -SEE SCHEDULE a- W co �i Ui W LU C) :> SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW co I— LU -T- ca M = U (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) LU LU = 'I_1Z LU C-1) ,:I- Uj w U) LU n 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON re- :,-r_ a-, LU C) STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO---\ STUDS W/ WALL INSULATION CD �_j EXTERIOR SHEATHING TO—\ (SEE ENERGY CALCS) >_ gwn (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) ca 0- = BE FLUSH WITH THE EDGE 11 11 if U.J C) OF THE FOUNDATION, 1/411 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 OF THE FOUNDATION, 1/4 U GAP BETWEEN FOUNDATION @ 16.. O.C., TYP. GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION @ 16" O.C., TYP. AND SHEATHING AND SHEATHING @ 16., O.C., TYP. AND SHEATHING @ 16" O.C., TYP. AND SHEATHING 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE /,,---2X P.T. SILL PLATE LU En CC cn WATER RESISTANT BARRIER WATER RESISTANT BARRIER WATER RESISTANT BARRIER ce = M WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION ffi �N (n C:) 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) 2 LAYERS REQUIRED w U)-Cn � PER FRAMING DETAILS kLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP kLYETHYLENE HOU4 WRAP PER FRAMING DETAILS In kLYETHYLENE HOUSE WRAP a 5 OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM MITE C) PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TER SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE FLASHING FLASHING SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE LU FLASHING FLASHING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING En ui M U_ cn . MAIN FIN. FLOOR MAIN FIN. FLOOR �-Jh MAIN FIN. FLOOR /jh MAIN FIN. FLOOR 'vL -011 1-011 -0 H C) 0 ELEV @ 0 _ !TcLEV @ 0 _1FE7LE_V@ -0-0 Uj LU X _'?�-ELE—V@ �A LU LU Inc: LU = LL_ LU LU C:) ZW >. :> 0 0 U 4" CONC SLAB W/ 2_; 4 I JEE:1 4" CONC SLAB W/ co CONC SLAB W/ co 4" CONIC SLAB W/ 2: bo 4-4 -11 I�Ej 11: U-1 2 --1 B0 VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER .0, VAPOR BARRIER E3 En �2 0 F- 00 ul ja:� rLi < '.�: ;_� III CD :> LU REFER TO STRUCTURAL Uj REFER TO STRUCTURAL III I ILL- I H REFER TO STRUCTURAL REFER TO STRUCTURAL C> LU < 06 DRAWINGS FOR -1 1— LU U_ DRAWINGS FOR DRAWINGS FOR DRAWINGS FOR w U_ U U COARSE COUNT & U COARSE COUNT & -4 COARSE COUNT & COARSE COUNT & LU U'j L7. 4 FOOTING SIZE 41'3 FOOTING El 1 11 4 FOOTING SIZE (PROVID (PROVID (PROVID FOOTING SIZE 4 cl- SIZE LU ED BY ED BY PROVID ED BY L-I 0 ED BY 0 Ir— TT- , OTHERS) % OTHERS) OTHERS) OTHERS) 3= OFFICE COPY r t—. Uj =3 ca N UJ EXTERIOR WALL EXTERIOR WALL Uj n CIL, T3 LU SECTION WITH WINDOW TWO—STORY WALL SECTION (`3� SECTION WITH WINDOW U_ 6 ace x: K-3 TWO—STORY WALL SECTION UJ ca LU LU M __j U if '-Z -11 dj "'� M I - �P�7 SCALE: 3/4" = 1'-0" SCALE: 3/4 = 1 -011 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1 U) (1) -18 0 U'_ t�E :;Fc U �- a 22-p rSERIAL NUMBER 1014.1 M THE BEST OF W KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMM WITH THE APPLICABLE MINIMUM BUILDING CODE IN EITEC AS OF DATE OF CERTIRCKTION BELOW. if U SET MIRROR 3" FROM SET MIRROR 3 END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) -to _�r - f�F GAS PIPE (TYPICAL) 2 FOR GAS DRYER ONLY ca 11-211 3= DRYER VENT (TYPICAL) @ COUNTERTOPS C:) c3c U 3= a:: 0� AR 967 __j ac CIO GAS PIPE (TYPICAL) 36" HIGH X = &__4 -A kD Uj (VANITY-5") MIRROR > FOR GAS DRYER ONLY -----OUTLET BOX Cc 1619 - -------- -------------- 1/4' MIRROR DRYER VENT BOX- ED , in = CENTER SIDEWAYS ATTACH PER MFR. = a INSTRUCTIONS < Ln IN BACKSPLASH Ovan G. Drummond, AIA ",1/2" RECESS 0 AR 96399 w ------- DRYER VENT BOX r w FOR MIRROR ATTACH PER MFR. 'hT Manuel Gonzalez, AIA LU ce U) U., Q INSTRUCTIONS AR 96730 0 LU _j P.T 72328 __j (IF SLAB ON GRADE) (IF SLAB ON GRADE) 2X4 HALF WALL pi =:) 5- 0:� 0 w ca cn C) El 2" MIRROR TRIM P.T. SILL PLATE SILL PLATE Sang-Yub Lee, PE in ui w CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: 0 CA LU < LU CIO Uj C) > a WITH PEDESTAL _j r_1 00 LU rn 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. Ln LU 06 n C) < 2. AT Bj kTHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: Z LU < CORNEI . (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, U _j q 0 BOTTOM, OR REAR VENT LOCATIONS. cc_ 12L LU NOTE: BRACKETS REQUIRED IF 111 00 q E �> 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 0 Uj r.4 V I US COUNTERTOP CANTILEVERS MORE THAN 10 M 0 0 > C) BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM U_ U all, �N E LENGTHS PER MANUFACTURER'S SPECIFICATIONS. < LU wi 1 FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 0 U_ 2 Z 53 < 0 C:) F WD 0 MA!_3'TER BATH MIRROR WOOD TRIM DETAIL DRYER VENT BOX FOR DRYER ONLY U UJI rINT-'1� KITCHEN HALF WALL DETAIL (i—NT-2 NT 3 Uj 00 CO W LU Cy 0 0 Ln = �:PD:8 -0-1 < _j E L. 1 P2 (INT-1) 8 SCALE: 1/2" 1'-0" (INT-1) (INT-3) C) D8 SCALE: 1/2 1 -0 SCALE: 1/2" = 1' _j 000 < < E 't 0 r4 j U TILE OR STONE ON 1/2 COMPARE _j >_ _j to = HARDI BACKER BOARD MANUFACTURERS wi < %D -cc OVER Y4" EXT. PLYWOOD DIM OF TUB & ON ce N cion TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION 0 LU U_ ::! = TO CONTRACT SPECIFICATIONS) C) U) 0 WALL TILE U_ REFER TO FLOOR PLAN, VARIES - SEE PLANS 5 LU 0 w C) CAI 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE ce- U M STUDS (3 WALLS) ce. 0 el- - 2X4 161, O.C. m C) En 2-P LU __j I LU ice LU CORNER SHELF ce UJ VINYL LINER (3 WALLS) EXTENDED 5 LU U_ CO ce 0 UP WALLS (1) CERAMIC CORNER 0 x u'! UJ SHELF AT 48" A.F.F. X—2X4 LEDGER 0 >- "T" I _j ca LOOR TILE Icne U_ LU ice 100% SILICONE SEALANT BETWEEN LL1 LLJ TILE BACKER AND WET BED 0 I;r V- F— X X DROP IN TUB X r4 C:) >- 2" SHOWER DRAIN ce = LU Lc 2X4 CRIPPLES FLOOR TILE U_ ED :> 2-2X4 THRESHOLD U-1 .. .. ........ __j FLOODSTOP 00 1,LU ui U) LJ_ in 2X4 TO BE P.T. SUPPORT UNDER TILE AT DOOR t3 D U-i C) THRESHOLD WHEN IN CONTACT TUB AS REQ. BY L: b 0 GAUGE COAT WETBED 0 ADJUSTABLE r4 Q ce PLAN I It i Uj LU CL. SE 0 SHOWER DRAIN LINER SET IN SEALANT @ LU 0 LU Ca D Q 2" SHOWER DRAIN FLAt4GE OVER ROOFING FELT (FR-33 ROP IN TUB DETAIL- n En -011 U.1 = U) NOTE: D8 SCALE: 3/4 1 (FR-33) U) 0 ILD =D I..4 2= NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE: AND SHAPE VAIRES BY MODEL AS BE USED IN LIEU OF CERAMIC WHEN MARBLE/] WELL AS PEUMBING ACCESORIES. REFER TO SHOWER ELEVATION >_ Ca LU ca MARBLE TILE OPTIONS ARE SELECTED. ARCHITE URAL PLANS BY MODEL. J1 \N ED U_ LU U_ tn LU I(n �-4 END POST TIED INTO FLOOR C) U) uj (INT SHOWER & CURB ON FRAMED FLOOR (i—NT__5-� STANDARD SHOWER SHELF LOCATION LU �2 D8 SCALE: 3/4 if 1 1-0 if (INT-4) SCALE: 1/2" 1'-0" (INT-5) JOIST BELOW EXTEND TO L'i C-5) < W ca w w uj zw BOTTOM OF FLOOR JOISTS. t1i :> > C) 3: En c:> END POST TO PENETRATE SUBFLOOR. LLI U) tn LU n L9 LU M U FACE NAIL END POST TO Uj W BLOCKING. tie a- -< LU C> 2x BLOCKING BETWEEN Ni _:> 0 En FLOOR TRUSS AGAINST END POST. LU (n LU (n SUB FLOOR. LU ce cf�cn ce a U-i ui U U) Uj 10 LL_ C:) Uj C> r C:) C:> ,Ln Ul) Ul C) C=:> E LQ -41 C) \< a ce V--4 (n Ce Lu NAILS(TYP) ED uj I= FLOOR TRUSS. d6 r-�4 UJ U- M Uj Lj_ LU Ln LU C) LU 05 ce 0 ce w C:� Lj 00 ro 0 Qj (D u-, C)cf t 7; 3: 1 X2 _T_ 1A = Uj 4,�' M C:> En Lj i Z;- 0�_, =) i_ �_ LU LU U, c OFFICE COPY < ce:) (FR_�34 HALF WALL TIE–IN DETAIL L U Z-- LU U_ Lj; _j D8 N.T.S. (FR-34) V) _j --i LE C) p U- "iERIAL NUMBER 1014.1 L