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390 Plaza RES18-0143 Revision23'-0" 15-0" CD I 0 0 M II w I I 1 SINK I OPERAE 14" PALM o I rn 1 I SITE PLAN 3/16" = V-0" @ 6'-8- 84'-0" 44'-0" 4'4" 20'-0" 4'-0" 6-0" 130' LOT LINE — L t`4„ ? FIRE CRIMP CV @ 10'-0" 12'-0" 4' 0" 8'-0" 23'-0" 4'-0" 16' 0.. T-0.. L L 15" PALM 15" PALM LOT LINE -- -- ----, W00 I IMPERVIOUS CALCULATIONS LOT AREA 85'X 130' 11,050 SF BUILDING FOOTPRINT 2,552.2 SF COVERED DECKS 1,019.3 SF COVERED WALKS/PATIOS 537.3 SF SIDE WALKS/STEPS 89.7 SF AC/EQUIPMENT PADS 36.75 SF POOL EQUIPMENT 8 SF REAR COV. PATIO 490.6 SF REAR PATIOS/POOL 888.6 SF POOL/SPA/SHELLS - 370.6 SF DRIVE/WALK 524 @ 50% 262 SF TOTAL IMPERVIOUS 5,514 SF > 50% D POWER POLE I C? 0 0 v 0 U Z n F- cCi U) 0 z � C? 0 0 v ------------- it o al O 0 U Z n F- cCi U) o z z � ^ V ) n m ww/ M -1 O Lu z 0 J QLuJ L z � Q Z M Q 6 T Q W tB "c J 0 0 G) I` N a Q ~ w 'V a ------------- it o al O U Z F- cCi U) N N z � ^ V ) E ww/ M -1 O Lu LL 0 J QLuJ L z � Q Z M Q 6 T Q W tB "c J Q Q } m N Q ~ w Z N W U Z W cCi Q N N M ^ V ) � ww/ Q Lu m WW Nv W w W 1 2;- 0- Q J M Q co w; cj' cn: z: Z �i Di w; >; 00 o; °°; N r ; p N ; N ¢! <' zi CL: Lu0 C? Eo c "J O N M Y C> Q m O H Lu Fo U) w 0 0 d N 0 v 0 Y U m O ~ W W 0 m 84'-0" 23'-0" 44'-0" 4'4' 24'-0" 8,-0" 4'-0" 23'-0" REAR SETBACK FRONT SETBACK r-------------------------------- I W/4' CAP H CMU WALLS 2-0" T. EDGE OF SLAB , ' r---- ------------- ----- -------------- ' 1 ! T14, - ------------- --------._------------------------------L---JSERSEDGE OF SLA- WOODLAND/NG ' ICONC. STEPS o t @44' 4 CONC. SLAB ' I VERIFY WITHCONC. BEA 1 Y I o _ -THRESHOLD @+0-6'--- co I ! ---- ------ _ _ m ' IL -^--1-- r------------------- VERIFY FENCES, ------------------- ------ --o' - --� WATERPROOFIIN 5'-0" ELEVATION 13.66' 6' CAPILLARY CONCRETE DRIVE &WALK CONCRETE SLAB @ I o 0 - - ---- -t-- 1 C� I - _ ...__ _........... _ __._... ...___ ........._.._... .........._..__ ..._..._.. , I o I� w , •.•.1:'•}:{•.:8 -0 '.•.•. 90-0 B -p I I -- w r 1 Z , ...... , ��_ W w n , L ............. , t 1 6" 99, 6„ r Z-9 EXPANSION JOINTS/CUTS q �' i o i ' EXPANSION JOINTS/CUTS a Lu j ''f':':•r.':':•: •:•: •:• •: ' I I ' D I I E i :,I:TUB & SHOWER:"""""""'Im 1 ;:;:RECESS THICKENED SLAB-r—T I ...... o 0 W i 1 , , GARAGE SLAB 0 4 > , --i r - .--------------------------------- -- 1 ,O @ X...._ SLOPE TO SIDEWALK o I ...... I --------------------' I I ELEVATION 9.00 '� N i ' RECESSSGDS ILL _- M -J i RECESS SGDS ----- -_-- 36'-0" ]' 0 - - - - L - - - - - -- ' I 16-0' WOOD DECK@ 4' 8 -CMU , ' - - 1 - I i_ _ - - FROM AINT. GARAGE FLR. --------- , _.,_._ .._ , _._... ..I _ _ L________________ --- __ 8 0 1----- J _ I 1 co WOOD DECK@ 4-8" - I 0' 0 co ' I I 1 ; ; m EDGE OF SLAB I - - 16 0 10 0 �r ' 1 , �, r '- r r- -I r---� - i I -- - - - -� -- - - - --- WATERPROOFING 0 1 1 I ' '-------------------- --- -i---------------------------r- ------------------------- ' r------- --------------------' ' - - ---- ' I I .............. .... _ __ ,-.-. _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v - - o - - - - - - - - - - - - - - - - - - - - - I ®----------------� -. , ® I I 1 ' ® I I ��- I --------- ------ ' R ' ' I I L _ _ 1 ' ©CMU ALL @ 3'-4" HT. W/ 4" CAP I ',- -- - I- ® , ' L----' L ---J-------------------------------------- --------------1-- -'-- ----------------------------------------- 5-0" 3-0" I 1 I 1 VERIFY WITH CONC BEA ; 8' o" 17 8° 164" 6-0" 8,4, 24'-0" 4'-0" I IVERIFY W/ PRIVACY FENCES El r - -j -n 5-0 154" ' I I i REAR SETBACK I 12 X 12 CMU PIER TO 10'-8" HT. i --- r--- r�---I ' -1----------- RECESS SGDS--- - -- --------------- - - - - --------- - - - -- - I EDGE OF SLAB , , ' 1 I I r - - 1 1............ --' ------------------------------ 1 - -- -- I -_ J---------------__ _'___' '_ _ __ ____ _____ -----' ---- --- --" I I 10' X 26' POOL i 1Fpl --- W/8"WIDE SURROUND L' J ' _'___-------_ I 1 L--�J __ 12 X 12 CMU PIER I ---r- --------------------- I I ---------------------I- 1 I TO+12'-8" HT. @ 3-8" FINISHED � i I I THICKENED SLAB 1 I , 1 I I I 5 cfl O m 1 1 I I OO m , ................ .............. ............. ............ ___...- p r.c7 W I � 1 n'I CAI •: I I I r ^ 1 N + I o ^ Elco I 1 I I , I 'IJ CAI I 1 1 \�^J L --LJ 411 CONCRETE SLAB @ 5'-0" ELEVATION 1366' i i Qt I I , , 12X12CMUPIER , , 7'-4" V-4" TO +12'-8" HT. 79' 1B, 3„ I B, 3„ 79„ _ - � E OF -LAB EDGE OF SLAB ____ ............_ _......... _._..... _.I _. r 1 1 I® , T ....._.. _..._.. I __....... ........... ...._.. _........ ...... O I 12X12CMUPIER L� ' z 1 ' TO 10'-8" HT I I O I O ZLu I I 1 I N m ' ' Z I Q ; CONC. SLAB @ 31-8" CONC. SLAB @ 3r-8" 6'X6'HOT TUB ¢ W/ 8" WIDE SURROUND - m i i x EXPANSION JOINTS/CUTS @ 5'-0" FINISHED b m W CMU WALL ............ c 1 1 I 1 0 Cnn I I 1 I 7' 0" ' CO Ii i 4'T- I G-)W!4"CAP CD . I , , CMU 6 -4" W/ 4" CAP I I I 1 I I I p LL 8" OVER 1 , EDGE 01= SLAB I 1 1 1 I 1 O r 1 L,__J CMU WALL@T-0° 1 I I 1 U) ' 1 0 , I I r---------------� d o 1 _ W/ 4" CAP I I 1 I W I I I , , 12 X 12 CMU PIER 12 X 12 CMU PIER WATERPROOFIING i , , , a; , , W 1 I @ 10'-8" HT @ 12'-8" HT. I I I 1= 1 I 1 , , W I I I I� 1 - I 1 , 1 = ' 1 --------- --- I I I N I 1 1 , , U I I + L - - -_ -- -_ ----r r--- __ 1 1 ----------------- -- -------- ------------------ 1 1 CMU @ T_8" W/4" CAP i @--------- ®-----CMU @T 1 --J D - - - - - - --- - - -- __T___-_ 1 1 1 I CMU T ' ' _____ ___________ _____ __J L______ -� N I W/4"CAP I N k I---------------------WATERPROOFIING - -- ------ ------ --- - - - - - ------------- - - - - -- --J -------- ---------------------------------------------------------------- `' ' L 1 WATERPROOFIING I , 1 � � ' ' NO.6 ' Y , Q p _ co 8 -0 - , 101-01, 5'-4" 5411 5'-4" 32' 0 8' 0" 8" c Lu 24'4" CMU WALL @ 8'-8" p I VERIFY C R 3RICK VERIFY CMU/FIRE BRICK FROM CONC. SLAB , , @ FIRE C^ l' s 3RILL AREAS co @ FIRE CHIMNEY & GRILL AREAS I , 5'-0" REAR SETBACK FOUNDATION PLAN 3/16" = V-0" 15'-4" 52'-0" 36'-8" 48'-0" NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF OF THE SURVEY SHALL BE ON THE SITE FOR BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Y U Q m I! U 0 Z co m E LL o Lu 0 -J E Q J Q z^^ u Q Q Q C Q 3� = co co N M v U) 'n Q rn Z N W U Z W cr'i Q N N 130.00' c`7 U) U n J J u_ W = - --- --- --- --- -- -- --- --- --- --- --- -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- - Q r - -- - - - - - - - - - - - - - - - - - N CMU WALLS @ 4'-8" HT. Q I— Y CL a , M Q r - -W/ 4" CAP- - - 8' 0" 6' 0" 10 0" 4'-0" i Im C? co Lu 4" CONC, SLAB ON ' ui 6X 6 P.T. POST GRADE @ 2'-4" i ' I I o � @ WOOD DECK VERIFY GRADE AT CMU WATERPROOFIING 1 1 r-- ------------ - - - - - - - -' r-------------------------------- I W/4' CAP H CMU WALLS 2-0" T. EDGE OF SLAB , ' r---- ------------- ----- -------------- ' 1 ! T14, - ------------- --------._------------------------------L---JSERSEDGE OF SLA- WOODLAND/NG ' ICONC. STEPS o t @44' 4 CONC. SLAB ' I VERIFY WITHCONC. BEA 1 Y I o _ -THRESHOLD @+0-6'--- co I ! ---- ------ _ _ m ' IL -^--1-- r------------------- VERIFY FENCES, ------------------- ------ --o' - --� WATERPROOFIIN 5'-0" ELEVATION 13.66' 6' CAPILLARY CONCRETE DRIVE &WALK CONCRETE SLAB @ I o 0 - - ---- -t-- 1 C� I - _ ...__ _........... _ __._... ...___ ........._.._... .........._..__ ..._..._.. , I o I� w , •.•.1:'•}:{•.:8 -0 '.•.•. 90-0 B -p I I -- w r 1 Z , ...... , ��_ W w n , L ............. , t 1 6" 99, 6„ r Z-9 EXPANSION JOINTS/CUTS q �' i o i ' EXPANSION JOINTS/CUTS a Lu j ''f':':•r.':':•: •:•: •:• •: ' I I ' D I I E i :,I:TUB & SHOWER:"""""""'Im 1 ;:;:RECESS THICKENED SLAB-r—T I ...... o 0 W i 1 , , GARAGE SLAB 0 4 > , --i r - .--------------------------------- -- 1 ,O @ X...._ SLOPE TO SIDEWALK o I ...... I --------------------' I I ELEVATION 9.00 '� N i ' RECESSSGDS ILL _- M -J i RECESS SGDS ----- -_-- 36'-0" ]' 0 - - - - L - - - - - -- ' I 16-0' WOOD DECK@ 4' 8 -CMU , ' - - 1 - I i_ _ - - FROM AINT. GARAGE FLR. --------- , _.,_._ .._ , _._... ..I _ _ L________________ --- __ 8 0 1----- J _ I 1 co WOOD DECK@ 4-8" - I 0' 0 co ' I I 1 ; ; m EDGE OF SLAB I - - 16 0 10 0 �r ' 1 , �, r '- r r- -I r---� - i I -- - - - -� -- - - - --- WATERPROOFING 0 1 1 I ' '-------------------- --- -i---------------------------r- ------------------------- ' r------- --------------------' ' - - ---- ' I I .............. .... _ __ ,-.-. _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v - - o - - - - - - - - - - - - - - - - - - - - - I ®----------------� -. , ® I I 1 ' ® I I ��- I --------- ------ ' R ' ' I I L _ _ 1 ' ©CMU ALL @ 3'-4" HT. W/ 4" CAP I ',- -- - I- ® , ' L----' L ---J-------------------------------------- --------------1-- -'-- ----------------------------------------- 5-0" 3-0" I 1 I 1 VERIFY WITH CONC BEA ; 8' o" 17 8° 164" 6-0" 8,4, 24'-0" 4'-0" I IVERIFY W/ PRIVACY FENCES El r - -j -n 5-0 154" ' I I i REAR SETBACK I 12 X 12 CMU PIER TO 10'-8" HT. i --- r--- r�---I ' -1----------- RECESS SGDS--- - -- --------------- - - - - --------- - - - -- - I EDGE OF SLAB , , ' 1 I I r - - 1 1............ --' ------------------------------ 1 - -- -- I -_ J---------------__ _'___' '_ _ __ ____ _____ -----' ---- --- --" I I 10' X 26' POOL i 1Fpl --- W/8"WIDE SURROUND L' J ' _'___-------_ I 1 L--�J __ 12 X 12 CMU PIER I ---r- --------------------- I I ---------------------I- 1 I TO+12'-8" HT. @ 3-8" FINISHED � i I I THICKENED SLAB 1 I , 1 I I I 5 cfl O m 1 1 I I OO m , ................ .............. ............. ............ ___...- p r.c7 W I � 1 n'I CAI •: I I I r ^ 1 N + I o ^ Elco I 1 I I , I 'IJ CAI I 1 1 \�^J L --LJ 411 CONCRETE SLAB @ 5'-0" ELEVATION 1366' i i Qt I I , , 12X12CMUPIER , , 7'-4" V-4" TO +12'-8" HT. 79' 1B, 3„ I B, 3„ 79„ _ - � E OF -LAB EDGE OF SLAB ____ ............_ _......... _._..... _.I _. r 1 1 I® , T ....._.. _..._.. I __....... ........... ...._.. _........ ...... O I 12X12CMUPIER L� ' z 1 ' TO 10'-8" HT I I O I O ZLu I I 1 I N m ' ' Z I Q ; CONC. SLAB @ 31-8" CONC. SLAB @ 3r-8" 6'X6'HOT TUB ¢ W/ 8" WIDE SURROUND - m i i x EXPANSION JOINTS/CUTS @ 5'-0" FINISHED b m W CMU WALL ............ c 1 1 I 1 0 Cnn I I 1 I 7' 0" ' CO Ii i 4'T- I G-)W!4"CAP CD . I , , CMU 6 -4" W/ 4" CAP I I I 1 I I I p LL 8" OVER 1 , EDGE 01= SLAB I 1 1 1 I 1 O r 1 L,__J CMU WALL@T-0° 1 I I 1 U) ' 1 0 , I I r---------------� d o 1 _ W/ 4" CAP I I 1 I W I I I , , 12 X 12 CMU PIER 12 X 12 CMU PIER WATERPROOFIING i , , , a; , , W 1 I @ 10'-8" HT @ 12'-8" HT. I I I 1= 1 I 1 , , W I I I I� 1 - I 1 , 1 = ' 1 --------- --- I I I N I 1 1 , , U I I + L - - -_ -- -_ ----r r--- __ 1 1 ----------------- -- -------- ------------------ 1 1 CMU @ T_8" W/4" CAP i @--------- ®-----CMU @T 1 --J D - - - - - - --- - - -- __T___-_ 1 1 1 I CMU T ' ' _____ ___________ _____ __J L______ -� N I W/4"CAP I N k I---------------------WATERPROOFIING - -- ------ ------ --- - - - - - ------------- - - - - -- --J -------- ---------------------------------------------------------------- `' ' L 1 WATERPROOFIING I , 1 � � ' ' NO.6 ' Y , Q p _ co 8 -0 - , 101-01, 5'-4" 5411 5'-4" 32' 0 8' 0" 8" c Lu 24'4" CMU WALL @ 8'-8" p I VERIFY C R 3RICK VERIFY CMU/FIRE BRICK FROM CONC. SLAB , , @ FIRE C^ l' s 3RILL AREAS co @ FIRE CHIMNEY & GRILL AREAS I , 5'-0" REAR SETBACK FOUNDATION PLAN 3/16" = V-0" 15'-4" 52'-0" 36'-8" 48'-0" NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF OF THE SURVEY SHALL BE ON THE SITE FOR BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Y U Q m I! U 0 Z co m E LL o Lu 0 -J E Q J Q z^^ u Q Q Q C Q 3� = co co N M v U) 'n Q rn Z N W U Z W cr'i Q N N c`7 U) U n J J u_ W = � I SL U Q LL O W m UJ N Q I— W CL a CD J M Q �a W; o W; >I 0- W ; 00 of °°i N ; p CN J : N Q'; }I QI 2iI Q I STORAGE/LOFT LEVEL PLAN 3/16" = 1'-0" EDGE OF DOOR FRAME, CASING OR WALL I I I I THERMOSTATS — — —48" AFF LOCATE THERMOSTAT ABOVE SWITCH NEAREST DOOR FRAME/WALL I I i SWITCHES I I ------------36"AFF - 40" AFF AT COUNTERTOPS - TYPICAL UNLESS OTHERWISE NOTED I I OUTLETS I 18" AFF 40" AFF AT COUNTERTOPS - TYPICAL, UNLESS OTHERWISE NOTED -VERIFY ORIENTATION I I TYPICAL MOUNTING HEIGHTS a _�>WOOD POWER POLE GROUND LEVEL PLAN 3/16" = 1'-0" N0.8 METER KEY DUPLEX RECEPTACLE O RECESSED FIXTURE ❑TV COAXIAL/CAT CIUADRULEX RECEPTACLE O JUNCTION BOX SD SMOKE DETECTOR GFI GROUND FAULT OUTLET I--0 WALL FIXTURE TH D-- THERMOSTAT SPECIAL OUTLET UND CAB UNDERCABINET FIXTURE SUPPLY GRILL WP WATERPROOF FLOURESCENT FIXTURE RETURN GRILL a SWITCH FAN EXHAUSTFAN j 3 SWITCH -3 WAY DISP DISPOSAL CEILING FAN $1$ I D SWITCH -DIMMER PH D— PHONE NOTES: ALL ELECTRICAL WIRING TO BE ACCORDANCE WITH '08 NEC. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 1 _ I - PORCH - � ❑ WP / I / I / '-TO LANDSCAPE FLOOR ,r OUTLET / O-.' --- `O ------------ -___` r OI I `\ WP CEILING BEAM COVE. LITE\\ (� O O I - - - - GFIQ - Q O 0 ' GFI Q I - - - - - ------ - -- - - -_ `a; i III II ^ ``` GFI -- ----�---------L ---- --- ---- -------------------- Y_ GI Y -H \ `1 36" GAS RANGE , - 1 _ - - - - -1, N / 42" ISLAND HOOD - - / FI; Lu < ; GFI �.` ---- \� GFI ' OR AIR SWITCH \ I 1 OR AIR SWITCH I , CR DISP _ -------------------- _ - TTT \69 3 ff TvEO-- =3 __- \ TH _69 / I 1 —� Q ----------- it I 1 1 I I I 1 I ____1 1 - ------------ 0---0_� 1 __ I l�J • 3 I I \ / 1 SINKIT W/D ❑ \ z— i \ Y. W I ^ WP - 0- 0 F ---- ---. \ - -------- - - - - -- ---- - -- TH I 1 ' 69 69 1 \ WP / 1 0 W q ---r-- 1 m I z, I I " I I CLG. �' ' CLG. 1 o I I / I / I ' I , I / I / / POOL C)I D O , b T m ni -TO LANDSCAPE -------- � r m El 1j\ � II ,\ U A/C POOL A/C 1 A/C FIRST LEVEL PLANS 3/16" = 1'-0" FI O m J l I / D cn` CLG. Q Lu c co GFI ET GFI_-----`- EXTERIOR REAR PATIO PLAN SEE SHEET S1 X 0 ZD W U Z W 0 U) ) 'W Of I..L oo Lu co Lu W W O : C/)' z 0: C/): W' 5;; 0 w; 0c); o'. w; CV p CV I J; N' Q 2E; N CV M J ti Q 1" GULF LOK 16" PANEL 24 GA. STANDING SEAM METAL ROOF UNDERLAYMENT: TITANIUM PSU-30 OR APPROVED EQUAL STRUCTURAL PLYWOOD SHEATHING - 15132" CDX (MIN.) EXTENDED EAVE DRIP (ED -7) OVER P.T. 1 X - PAINTED - P.T. 1 X FASCIA- PAINTED - P.T. 2 X SUB -FASCIA- PAINTED - VENTED RIDGE SYSTEM & ROUND METAL SCREENED VENTS - (ELIMINATE IF "PRO -FOAM" IS USED) PLYWOOD SOFFIT WI P.T. 1 X TRIMS - PAINTED - METAL ANCHORS - PAINTED - VERIFY DIRECTION OF EXPOSED FASTENERS - @ POSTS WITH BEAMS, CMU PIERS & WALLS EXISTING GRADE VARIES - CMU RETAINING/STEM WALL - SEE ENGINEER'S REPORT EXISTING GRADE - VARIES - W6 - WALL DETAII 3/8" = 1'-0" 12 3 PLYWD. PATIO SOFFITS- PAINTED - VERIFY LAYOUT/ EDGE TRIMS P. T. 6 X 6 POST W/ BEAMS - VERIFY TRIMS & FINISHES FIBER -CEMENT PANELS W/ 1 X BATTENS- PAINTED ON VAPOR BARRIER OVER 1/2" EXT. GRADE SHEATHING ON 2" X 6" WOOD STUDS @ 16" O.C. 4" SOLID CMU CAP - TYR ---- P.T. 2 X DECKING - VERIFY SEALERIFINISH - P. T. 2 X JOISTS E LOW RIB GABLE RAKE (EF -7) - FIBER -CEMENT PANELS W/ 1 X BATTENS- PAINTED ON VAPOR BARRIER OVER 1/2" EXT. GRADE SHEATHING ON 2- X 6" WOOD STUDS @ 16 O.C. CONC, STRIP FOOTER W/ # 5 REBAR CONT. SEE ENGINEER'S REPORT W5 - WALL DETAIL 3/8" =1'-0" 1" GULF LOK 16" PANEL 24 GA. 6 12 STANDING SEAM METAL ROOF - - - UNDERLAYMENT: TITANIUM PSU-30 OR APPROVED EQUAL STRUCTURAL PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES 15/32" CDX (MIN.) - 2 X CONT. -VERIFY HT. W/ ROOF INSULATION EXTENDED EAVE DRIP (ED -7) (2) 2" X 6" #2 SOUTHERN PINE TOP PLATE OVER P.T. 1 X- PAINTED SEE ENGINEER"S REPORT P.T. 1 X FASCIA- PAINTED R-30 INSULATION W/2" POSITIVE AIRSPACE UNDER SHEATHING OPTION: "PRO FOAM" SPRAYED -IN INSULATION BETWEEN ROOF FRAMING P.T.2X SUB -FASCIA - PAINTED SIDEWALL FLASHING (SW -7) VENTED RIDGE SYSTEM & ROUND METAL SCREENED VENTS 5/8" GYPSUM BOARD- SMOOTH FINISH (ELIMINATE IF "PRO -FOAM" IS USED) 1/2" GYPSUM BOARD- SMOOTH FINISH PLYWD. SOFFIT W/ P.T. 1 X TRIMS- PAINTED 1X WOOD BASE - PAINTED 1 X WOOD BASE N0.2 CONT: GUTTER W/ DOWNSPOUT - VERIFY SIZE W/ SLOPE & ROOFING V-8" OVERHANG PLYWD. SOFFIT W/ P.T. 1 X TRIMS - PAINTED ENGINEERED ENGINEERED ENGINEERED WOOD TRUSSES WOOD TRUSSES ENGINEERED WOOD/TILE FIN. FLOORING WOOD TRUSSES SEE ENGINEER"S REPORT ROOF TRUSSES z ! 0 7#2SOU�ERN PINE TOP PLA'iE ENGINEERED ENGINEERED CARBONIZED -WOOD SIDING @'BUMP -OUT' LJL U -� TOSITIVE FLOOR TRUSSES FLOOR TRUSSES - VERIFY WIDTHS AND DETAILING Q J_ AIRSPACE UNDER SHEATHING # 5 REBAR CONT OPTION: 'PRO FOAM' SPRAYED -IN INSULATION BETWEEN ROOF FRAMING ON 2" X 6" WOOD STUDS @ 16" O.C. WOOD INT. WINDOWS & DOORS BORAL TRU-EXTERIOR CHANNEL SIDING - PAINTED Q - VERIFY SIZE, FINISH & DETAILING CONCRETE MASONRY WALL - PAINTED SEE ENGINEER'S REPORT _ HORIZONTAL WOOD WALLS & CEILING 8 X 8 X 16 RUNNING BOND VERIFY SIZE, FINISH& DETAILING - VERIFY W/ V -GROOVE JOINTS HORIZONTAL WOOD WALLS AND CEILING NOTE: OPTION - 8'-8" HT. CMU - VERIFY SIZE, FINISH & DETAILING CMU @ 2'-8" FROM CONC. SLAB ENGINEERED ENGINEERED -VERIFY EXISTING GRADE N N CONCRETE FIN. FLOORING EXISTING GRADE -VARIES — PAINTED TRIMS BETWEEN DOOR AND SGDS -VERIFY POLISH. FINISH/SEALER _ _.._-_.-......._........_...... STAIRWELL .` U OR FOAM BACKER BOARD R-30 INSULATION W/ 2" POSITIVE AIRSPACE UNDER SHEATHING CONCRETE SLAB W/ 6X6 WWR 2 X 8 P.T. TOP PLATE W/ ANCHOR BOLT LLJ OVER 6 MIL VAPOR BARRIER DAMPPROOFING FACE - CONTINUOUS 9'-0°@ TOP OF CONCRETE BLOCK WALL SEE ENGINEER'S REPORT 1 X WOOD BASE 2 X P.T. TOP PLATE W/ ANCHOR BOLT `: ' VERIFY CMU HT. W/ WD. FRAME WALLS CMU RETAINING/STEM WALL R-21 FIBERGLASS BATT INSULATION BETWEEN STUDS SEE ENGINEER'S REPORT FIBER -CEMENT PANELS WI 1 X BATTENS- PAINTED EXISTING GRADE - VARIES CONC, STRIP FOOTER W/ # 5 REBAR CONT. SEE ENGINEER'S REPORT W5 - WALL DETAIL 3/8" =1'-0" 1" GULF LOK 16" PANEL 24 GA. 6 12 STANDING SEAM METAL ROOF - - - UNDERLAYMENT: TITANIUM PSU-30 OR APPROVED EQUAL STRUCTURAL PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES 15/32" CDX (MIN.) - 2 X CONT. -VERIFY HT. W/ ROOF INSULATION EXTENDED EAVE DRIP (ED -7) (2) 2" X 6" #2 SOUTHERN PINE TOP PLATE OVER P.T. 1 X- PAINTED SEE ENGINEER"S REPORT P.T. 1 X FASCIA- PAINTED R-30 INSULATION W/2" POSITIVE AIRSPACE UNDER SHEATHING OPTION: "PRO FOAM" SPRAYED -IN INSULATION BETWEEN ROOF FRAMING P.T.2X SUB -FASCIA - PAINTED SIDEWALL FLASHING (SW -7) VENTED RIDGE SYSTEM & ROUND METAL SCREENED VENTS 5/8" GYPSUM BOARD- SMOOTH FINISH (ELIMINATE IF "PRO -FOAM" IS USED) 1/2" GYPSUM BOARD- SMOOTH FINISH PLYWD. SOFFIT W/ P.T. 1 X TRIMS- PAINTED 1X WOOD BASE - PAINTED 1 X WOOD BASE N0.2 CONT: GUTTER W/ DOWNSPOUT - VERIFY SIZE W/ SLOPE & ROOFING R-5 INSULATION BOARD 1X P.T. FURRING @ 16" O.C. CONCRETE FIN. 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FLOORING CONCRETE FIN, FLOORING VERIFY POLISH, FINISH/SEALER VERIFY POLISH, FINISH/SEALER CONCRETE SLAB W/ 6X6 WWR CONCRETE SLAB W/ 6X6 WWR OVER 6 MIL VAPOR BARRIER I OVER 6 MIL VAPOR BARRIER SEE ENGINEER'S REPORT SEE ENGINEER'S REPORT CMU RETAINING/STEM WALL THICKENED CONC, SLAB W/#5 REBAR SEE ENGINEER'S REPORT SEE ENGINEER'S REPORT EXISTING GRADE VARIES - I �- CONC, STRIP FOOTER W/ # 5 REBAR CONT. SEE ENGINEER"S REPORT 4" DIA. FOOTING DRAIN 'I 0 11 1/2" GYPSUM BOARD - SMOOTH FINISH 6 MIL VAPOR BARRIER WOOD/TILE FIN. FLOORING DAMPPROOFING INSIDE FACES 1 #5 HORIZ TOP z ! 0 M " E OVER 3/4' SUBFLOOR LJL U -� COMPACTED/TREATED FILL TRANSVERSE BARS Q J_ z Q # 5 REBAR CONT LONGITUDINAL BARS R-21 FIBERGLASS BATT INSULATION BETWEEN STUDS CONCRETE FIN. FLOORING -Lzf Q CONCRETE STRIP FOOTER W/4 # 5 REBAR CONT. Q SEE ENGINEER'S REPORT OPTION: "PRO FOAM" SPRAYED -IN INSULATION z H M Lo Z N ui BETWEEN WALL FRAMING Z GROUT ALL CELLS SOLID ENGINEERED `y' Q N N CONCRETE SLAB W/ 6X6 WWR Cy') FLOOR TRUSSES CCIJC STEPS L.lJ STAIRWELL .` U Q SEE ENGINEER'S REPORT LLJ LMLJ N U -- W/ PERFORATED PIPE & 1 X WOOD BASE 2 X P.T. TOP PLATE W/ ANCHOR BOLT `: ' J co Q WOOD FIN. FLOORING @ TOP OF CONCRETE BLOCK WALLS FILTER FABRIC SLEEVE N: SEE ENGINEER"S REPORT H; Zl - ----- --- --- CONCRETE MASONRY WALL- PAINTED wj of _____--___ -- -- , 8 X 12 X 16 RUNNING BOND ,CONC SLAB INSIDE OF 12 CMU .•:•:•:• J_ N - VERIFY W/ V -GROOVE JOINTS - -- -- -- -- CL Q! J I ....... (1) #5 HORIZ. TOP WI J J ; (1) #5 HORIZ. @ 24" O.C. 00 EXISTING GRADE - VARIES CONI SLAB @cRaoe - VERIFY VERTICAL STEM BARS 4" DIA. 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