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HomeMy WebLinkAboutGAZEBO SECTION - WEST ELEVATIONZx Co r__r "! c nwr e> 4 V ces oNL-` VOL ?-ASsrl� A::) dmTr zx 12 Iar. We S.II`�bM �24 cam. W/2xZx IZ 13LOCKP-�1G %0, sce }{oT �IPPES� lss6,L�l, C7YP)�T Wa�v o l I IQ 0 - I — 4"1.4" PT, WGb� 6G'.CCE CTYP, ) ��I tPJ•T. j�dr� CsL.P 2"ys&" t?T 1N I r, t7-41 L � �I YPj1)PT, CJEGI�I NG 1?G4.7�NAJL-We-sw -,ALL zoNB I IOd Nd LhG �i "d•C, Ewa 4 lod NAILh�Io"o, IWTEZ/AMV�AT3 gu PPo=T•s CTYt• •) CT44IzU FxgrH SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 3OIb FELT TN TAGGED TO 5/8" TH. CD-X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES O 24" O.C. e \"- TYPIC.6. L I I mow, hOf - L_ n %Z"cb x 5L•V' 4eTr vI rf'E v L1,,-- exA-T 0-M) w1� TTZI P 0 (-rm )) TcN I-4jrMrWPGA.LV,, GbLUAIJ cc� p� f oN >� L.LA-+ 4 r�rvr�v Q+3�oL r�s CTYP ) ��2xCo SOti�-�C ML Zx S r. r WP CM4T. P.+F=i�ICH 2 51�°S c7r�tl-i _I E9-=KIN(= r_-�A eAm 17 Gt+A.V, I2J-I �cL.T'§ W (Tyr,. E(T Jc�or O +i t} 10 I. I\0 �z"xl0 P.T.WGiao_1p15T CT`lp ) CZ) EA Yl C1a o F �s (-TY P. ) �- .Jd15•T A SEAM 0C15TU e--t7A E::r-- Ll hl E �CZ.+�GIN zest:> P C3) F7HoT HIPPED NAlli� CTYP,) C4) IGd gar L?T7 1� X I L l-r 1502 ENa R GAZEBO SECTION 4'Ix ' L, fppT), Wv. W�H �Ts W [P)t2G� THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.D07, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TD WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. W z Elmo 0 Ow wv H4 mz DRAWN M.R. CHECKED D.R.R. FEB 8 W 11/30/00 SCALE AS NOTED JOB NO. 00053 SHEET ,A112 DUNE WALKWAY AND GAZEBO OF �o SHEETS REVISIONS mfl I I I ' "y f I m C.J. (V-GROOVE JOINTS) (TYP.) VE GLASS WALL (TYP.) — 7 EQUAL SPACES gO14 413'14' WEST ELEVATION SCALE: 1 /8" = 1'-0" +132'-5' _ T.O. ROOF SLAB ELEV. MACH. RM./STAIR TOWER in a IyS6161V N I q THESE PLANS AND INWITH STANDARDS ES BUSHEDIFlNATIONS SECTIONR628-33.007.ANCE FLORDA THE A ADMINISTRATIVE CODE THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7CT -98, MINIMUM DESIGN LOADS FOR WIND PATH AEE MINIMUM BASIC WAND SP D OF HE NID LOADS 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPEC) ICATIDNS IN BUILDINGS AND 0 EIR RUCTIASCEURESS� SECT OIN'MHMS TO WATH TAIGN LOADND� AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. D COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. G W x H DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET FEB __.$. A rI n I _ 0 +132'-5" T.O. ROOF SLAB ELEV. MACH. RM./STAIR TOWER +106'-1" T.O. SLAB TWELFTH FLOC (PENTHOUSE - GARDEN) +95'-11" T.O. SLAB ELEVENTH F (PENTHOUSE - VISTA) T.G. -5" FLOOR THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MATH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE MATH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. FEB REVISIONS C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET 8 2001 A202 EAST ELEVATION SHEETS Q REVISIONS WA u x OVERFLOW SCUPPER 6'45'58" 6'45158" 6'45'58" 6 EQUAL SPACES NORTH ELEVATION SCALE: 1/8" = 1'-0" 40'35'48" T.O. ROOF SLAB (PENTHOUSE - T.O. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MATH THE STANDARDS ESTABLISHED IN SECTION 628-33.007. FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE 1W7H ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00055 SHEET FEB 8 Z001 u OVERFLOW SCUPPER (TYP.) — C.J. W/—L V—GROOVE (TYP.) SOUTH ELEVATION SCALE: 1 /8" = 1'-0" 7m : 32'-5 T.O. ROOF SLAB (PENTHOUSE - kite] - VISTA) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE NTH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE YNNO LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE VATH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 5. TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. �� W x H DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET ;% A204 SOUTH ELEVATION SHEETS (PENTHOUSE - GARDEN) (PENTHOUSE - VISTA) +11 BUILDING SECTION SCALE: 1 /8" = 1'-0" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC PAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE W17H ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND 07HER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED PATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. I REVISIONS C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11 /13/00 SCALE AS NOTED JOB NO, FEB 8 2M] 00053 SHEET A205 BUILDING SECTION REVISIONS _ . T_O.BEAM BUILDING SECTION SCALE: 1 /8" = 1'-0" +132ROOF'-5" T.O. SLAB STAIR TOWER & ELEVATOR MACH. RM. (PENTHOUSE - GARDEN) (PENTHOUSE - VISTA) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, T4 WITHSTAND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11 /13/00 SCALE AS NOTED JOB NO. 00055 FEB 8 W SHEET ♦ 0% Ar%i 23' TEMP. I SLIDING SHWR. TEI SLI SH k KITCHEN SCALE: 1 /4" = 1'-0" 1 BATH SCALE: 1 /4" = 1'-0" lint o 1a c;•WBrr a 'a MIRROR CULT. a z AP. GL. DING MARBLE < ro NR. DR. ENCL. r I 0 TUB in M, BATH SCALE: 1 /4" = 1'-0" M, BATH SCALE: 1 /4" = 1'-0" UTILITY SCALE: 1 /4" = 1'-0" H O I N CLO. VY O VAI M. BATH A20 89 96 F3 B4 7 C W1 s' O 6" WIDE KNEE WALL BELOW LIVING A9 36" HIGH 8 9 96 GRANITE TOP F6 B4 42" HIGH C2 W1 GRANITE TOP POLYSTYRENE INSUL.` W/ PLASTER FINISH I `u � 6" IPANTRY I 5' I 5 F3 B4 P — — ��r/ DINING \111 III 17 FBA1 B4 BRKFST \\ MC2 B \ 96 2A \ WI \ \ \ F \ 1 I I ' I I RANG '1 D.W. MICR.EABV. OI 1 KITCHEN q7 1 89 96 6 O C.D. F3 B4 7 C W1 I ' 1 DROP SOFFIT I I , REF. I I F I I I I 3 30 I A501 1 6 3C 5 SH. 5M (4)SIDES I E \ \� 7 C W1 /J I \—-------/ �-------� A501 3C ENTRY 3C A2 78 85 F3 84 C2 W1 M.BEDROOM 8 CZW1 C.M. END PANEL 8 ACCESS 3A ii PANEL BEDROOM 2 90 A21 I B9 96 p�II 81 F6 B4 v l C2 WI rn II li 8 D 2,-0' CD 3 - - - -5' 10" . _ 1 3'-7 1 I 10, I .I. C. A`H_U. Al2 78 85 F3 84 3 _ 3 C2 M _- 5M 3'-0" 8 R&S (TYP.)I I CLO. 9U --- - -j vily Ai3 — 89 96 — -------- 1 f3 84 0 Cx W1 31 3 11 SOFFIT 5' 1I 10" 1 4'-4" HALL S SH. __ -A14 10 3 I 0F 7 3 78 85 B4 o C W1 7 LINEN n 1 5 SH. CLO. 12"x12" GLASS BLOCKS v� -21/2" -id ------------ 9V i BEDROOM 3 A17 89 98 F61 B4 C2 Wi O WASHE DRYER TRASH RM. (SEE SHT. A311) R&S (TYP.) UNIT "B" (SEE SHT. A302) \---V U TI L. COAT CLOSET SIGN , I 1 I I l F.E. CAB. CLO. STAIR #1 1 e,— (SEE SHT. A311) �-------- ELEVATOR #1 (SEE SHT. A311) DOOR MARK SCHEDULE DOOR TYPES ]REVISIONS MAT'L TYPE GLASS RATING NOTES HM FL - - 1 - HM F - - 1& 2 =_ WOOD FG INSUL. - 3 GL - ALUY/GI. FG 1/4" TEMP. - _ ■ WOOD BF - - SCW F - C-45 F FM FG FL 2P SCW F - - - SCW F - 8-90 bull - — C MASONITE 2P C MASONITE 2P-UC - - ❑ - HCW FL - - STL OH - - 2P-UC BF OH To tl"be"oP h"A hix�bwwb pe pl"m wd rymlBaWom o>mPIY wiW the yp0ubb (3/4" (OVERHEAD mivlmam bWlNogoodaemd Me glpuable de W'ay lU1NDERCUT) GARAGE DOOR) tlmEotleud"mmioaaM u"lod wwmib. O COPYRIGHT 20M DOUGLAS ROOT ARCHITECTS. DOOR OPENING SCHEDULE DOOR NOTES ALL RIGHTS RESERVED. PR. 2'-6 PR. S-0 n rm. L -O xf -U XI 3/4 J PR. 3'-0"x7'-0"x1 3/4" K 2'-6"x7'-0"x1 3/4" L PR. 1'-0"x7'-0"x1 3/8" M (4)1'-0"x7'-0"x1 3/8" N 2'-O"x7'-0"x1 3/8" P 2'-8"x7'-0"x1 3/8" 0 PR. 2'-0"x7'-0"x1 3/8" R PR. 1'-6"x7'-0"x1 3/8" S 9'-0"x7'-o" T 16'-O"x7'-O" U 3'-0"x7'-0"xi 3/8" V PR. 2'-6"x7'-0"x1 3/8" W 2'-6"x7'-O"x1 3/8" X PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3-EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONIC. TEXTURED FINISH X EXPOSED STRUCTURE - P W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE BY SAUNA VENDOR p 4. FM DENOTES • FLUSH WITH Z APPLIED MOLDING ri o FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR M DOOR SIZE O Ir�'11 SEE SCHED.� DOOR MARKS i-THERMAL O SEE SCHED. 1A T INSULATED 6 JAMB DETAIL-" —HARDWARE SET SEE SHT, A502 SEE SPEC'S ROOM ROOM NAME `u CEILING HEIGHT A101 1� CEILING HEIGHT 1ST OR 12TH— — O FL r'1 FLOOR F1 WI — BASE �'y d CEILING W1 CI —WALLS (5Y U �o B BASE w x 1 VINYL - 4" COVE U 2 CER. TILE -GLAZED OF 3 CER. TILE - UNGLAZED V 4 WOOD N 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT °z F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE NOTES EXTERIOR DIMENTIONS ARE TO THE FACE OF CONC. COLS. & STUDS FLOOR PLAN UNIT "A' SCALE: 1 /4" = 1'-0" r W EnC) z FEE4 o wHUB� H+ �i a W H z� Z O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE FEB 8 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET TEMP. SLIDING GL SHWR. DR. KITCHEN SCALE: 1/4" = l'—O" KITCHEN SCALE: 1/4" = l'—O" LG.W.B. MIRROR 1 MIRROR CALT. n MARBLE I 0 I h TUB M. BATH SCALE: 1/4" = 1'—O" r I a _ 0 1172' MIRROR 4" BACK - SPLASH y :14— M. BATH SCALE: 1/4" = l'—O" BATH MIRROR (—MIRROR < CALT. 4" BACK - MARBLE SPLASH I 0 rn TUB M. BATH SCALE: 1/4" - l'—O" UTILITY SCALE: 1/4" = l'—O" T MIRROR TMIRR OR] mm mm ow on 4* BACK- PLAS 1 BATH SCALE: 1/4" = l'—O" DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL - - 1 ED 2 HM F - - 1& 2 3 WOOD FG INSUL. - 3 04 ALUM/GL FG 1/4" TEMP. - _- ❑ 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - - 8 SCW F - 8-90 1771771 9 HC MASONITE 2P - - 1Q HC MASONITE 2P-UC - - ❑ 11 HCW FL - - 12 STL OH - - (2(P-UC BF ( OH U3N ERCUT) GARAGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xl 3/4" GALV. STEEL B 3'-0"x7'-0"xl 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"xl 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xl 3/4" 3. WOOD SAUNA DOOR W/ TEMP. 4" DBL. INSULATED CLEAR GLASS E PR. 3'-0"x8'-0"x1 3/4" W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"xl 3/8" BY SAUNA VENDOR G 3'-6"x7'-O"xl 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"xi 3/4" APPLIED MOLDING 4" FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"xi 3/4" ROOM ENTRY DOORS OF FIRST FLOOR K 2'-6"x7'-0"xl 3/4" L PR. 1'-0"x7'-0"xl 3/8" M 4 1'-0"x7'-0"xl 3 8" DOOR SIZE ( ) / SEE SCHED.� N 2'-O"x7'-0"xl 3/8" DOOR MARKS THERMAL P 2'-8"X7'-O" X1 3/8" SEE SCHEO. IA T INSULATED Q PR. 2'-0"x7'-0"xl 3/8" 6 4 8" JAMS DETAIL `-HARDWARE SET R PR. 1'-6"X7'-O"Xl 3/8" SEE SHT. A502 SEE SPEC'S S 9'-0"X7'-Q" T 16'-o"x7'-O" ROOM NAME U 3'-0"x7'-0"xl 3/8" ROOM M —� V PR. 2'-6"x7'-O"xl 3/8" CEILING HEIGHT AID' CEILING HEIGHT / 1ST OR 12TH— — 80ASE 11TH FL. W 2'-6"x7'-O"xl 3/8" FLOOR F1 B1 —B X PR. l'-3"x7'-0"xl 3/8" CEILING c1 f W1 — WALLS ,�l[�i�il mf'lVTc�� 1 GWB - PAINTED 1 VINYL - 4" COVE 2 GWB - TEXTURED FINISH 2 CER. TILE - GLAZED 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - UNGLAZED 4 ACOUSTIC TILE SYSTEM #1 4 WOOD 5 ACOUSTIC TILE SYSTEM #2 5 PAVER 11LE - 4"H. FLAT 6 WOOD - SAUNA SYSTEM 6 MARBLE - 4"H. FLAT 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED X NONE W WALLS F FLOOR 1 GWB - PAINTED 1 PAVER TILE 2 CMU / CONC. - PAINTED 2 CONCRETE / SEALER 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - GLAZED 4 CER. TILE - GLAZES 4 CER. TILE - UNGLAZED 5 WOOD SAUNA SYSTEM 5 1 CARPET 01 EXPOSED 7 WOOD SAUNA SYSTEM 8 GONG. - PAINT 9 MARBLE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007. FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS. AND OTHER STRUCTURES, SECTION 8, TO WITHSTAND THE NAND LOADS ASSOCIATED NTH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. _ THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO NATHSTAND AND THE NAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. FLOOR PLAN UNIT "B" SCALE: 1/4" = 1'-0" REVISIONS 0 COPYRIGHT 2000 DOUOLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00055 FEB 8 2001 SHEET A3 02 UNIT "B" W O 0 a F+ 0 0 z SCALE: 1/4" = l'—O" KITCHEN SCALE: 1 /4" = 1'-0' KITCHEN SCALE: 1 /4" = 1'-0' ~ < 'a MIRROR 4" BACK- SPLASH �G.W.B. MIRROR CALT. MARBLE b I n TUB M. BATH SCALE: 1 /4" = 1'-0' b _ _ iV < D. ii W. _-JL-- UTILITY SCALE: 1 /4" = 1'-0' BATH SCALE: 1 /4" = 1'-0' MIRROR G'W'13. MIRROR CALT. MARBLE —� TUB M. BATH SCALE: 1 /4" = 1'-0' M. BATH SCALE: 1 /4" = 1'-0' TEMP. SLIDING GL. SHWER DOOR am DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS I RATING NOTES 1 HM FL 2 HIM F - - 1& 2 3 WOOD FIG INSUL. - 3 oor 4 AUUI1/GL FIG,/4" TEMP. - _ ❑ 5 WOOD BF - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - I - 8 SCW F - 9-90 bull __ _ 9 HC MASONITE 2P - - 10 C MASONITE 2P-UC - - ❑ ___ 11 HCW FL - - 12 STL OH - - 2P-UC BF OH V4" OVERHEAD UNDERCUT) GARAGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE W.XH.XT. NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xt 3/4" GALV. STEEL B 3'-0"x7'-0"xt 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"xt-0"xl 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xt 3/4" 3. WOOD SAUNA DOOR W TEMP. E 4" DBL. INSULATED CLEAR GLASS PR. 3'-0"xe'-0"x1 3 / W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"x1 3/8" BYY SAUNA VENDOR G 3'-6"x7'-0"xt 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"x1 3/4" APPLIED FOR ENTRY DOORS OF UNITS AND J PR. 3'-O"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR "x7'-0"x1 1'-0"x7'- 2'-8"x7'-0"xt 3/I PR. 2'-O"x7'-0"xt PR. 1'-6"x7'-0"xt Be C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #% 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - P W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM DOOR SIZE SEE SCHED.� DOOR MARKS THERMAL SEE SCHED. 1A T INSULATED B JAMB DETAIL '—HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM e ROOM NAME CEILING HEIGHT A101 CEILING HEIGHT 1ST OR 12TH— O 11TH FL. FLOOR F7 Bi — BASE CEILING C1 W1 — WALLS -31:L�9a 1 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED 4 WOOD 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT F I FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X NONE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007. FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. SECTION 6. TO WITHSTAND THE NAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. SECTION 6. TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. FLOOR PLAN UNIT "C" REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. ~� O DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO, 00053 SHEET FEB t A3 03 SCALE: 1 /4" = 1'-0' SCALE: 1/4" = 1'-0" OF UNIT IICI' SHEETS I :U. KITCHEN SCALE: 1 /4" = 1'—O" �MIRROR� .14'SPLASH CG.W.B.-' CC..J 0 BATH SCALE: 1 /4" = 1'—O" M. BATH SCALE: 1 /4" = 1'—O" L b 1 G1 iN L I � � 0 I I D II W I L--JL--J UTILITY SCALE: 1 /4" = 1'—O' a W�B o a MIRROR a CULT. MARBLE ,a0hl a L I 0 TUB M, BATH SCALE: 1 /4" = 1'—O" TEMP. GL. SLIDING SHWR. DR. 4 TEMP. GL. SUDING & ENSHWRCL. R. 23'-7 49 8 6'-10 17 32" 12'-0 / 1 1 UNIT "C" (SEE SHT. A303) 0a 11'-4" 1'-0" 5'-5" 15,-1" 1 10" 12'-0" i i c� Fp O BRKFS ' CD O 2A 89 96 i F6 84 0 i yob , i F A501 1 , ; LIVING I I ( D 8996 4 _ _ _ I 32'-10" 0 : RANGE D.W. l Oo _' ABV. KITCHEN 7 D7 F3 84 G.D. E I 7 C Wi I ' I I ' DROP SOFFIT ,�--T� REF. 7 3C __ ____ 3 1 1 POLYSTYRE E INSUL. W/ PLASTER FINISH F I PANTRY ( 3' .� / _ I _ �a _— ..-� 7 3C 0 8 A501 I CISI 5.. 6" / - 78 B5 5" 4 1 (4)SIDES 5M SH 11 °i F3 84 / \ / I a a vn U TIL. DRYER WASHE 3C D4 3 DINING 78 85 3CD F3 B4 C1 W1 3 3C I II 89'98 11 I l \ FB B4 �J f POWDER 0 ® 0 \�\�� 7 G W / D4 78 85 A501--------� F3 I B4 C1 Wi 4 3 3c ENTRYZ137C COAT C 3 A2 3C 78 85 A3 30 R.W.L. FJ B4 78 a5 _ _ C2 W1 F3 B4 3A 1 C2 W1 D 3C I 3C t a•-o. ELEVATOR #1 (SEE SHT. A311) 0 O W wt4. 4 9tt m M.BEDROOM 2 3'-0 L ftC2Wl • • m Piz ---- • �I m ' �• , STORAGE_ HALL .. • © Jlllllllllllllllllllllllllllr •MCI 1101113111 ' in D8 5 3® ' �11111111 IIIII—� © m�1 H3A ACCESS =_ PANEL BEDROOM 2 BEDROOM mm 7 I2 WI ClWI cl WI Amid m m II Iro 0 I I L xBLKs I I CD _ 1 A205 0 2'-0' 12"x12" GL. BLKS. REVISIONS DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL - - 1 _ 2 HM F - - 1& 2 -- 3 WOOD FG INSUL. - 3 GL 4 ALUM/GL FG 1/4" TEMP. - ❑ 5 WOOD BF - - 6 1 SCW F - C-45 F FM FG FL 2P 7 SCW F - 8 SCW F - B-90 - 9 HC MASONITE 2P - 1O HC MASONITE 2P-UC - - ❑ 11 HCW FL - - - STL OH — — 2P—UC BF OH "w —bWWW e.mde w&km fl.^.MY ((3/4" (OVERHEAD LNDERCUT) GARAGE DOOR) 000PYRIOHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DOOR OPENING SCHEDULE DOOR NOTES PR. PR. 2'-6' PR. 1 M R I PR. 1'-6"x7'-0"x1 3/8" S 9'-O"x7'-O" T 16'-0"x7'-O" U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-O"xi 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 1 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W WALLS m 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES EXPOSED To tl" b"t Mthe Archi"p's kv"wled4e, the piw �o! ,paifiutlov. �o"gly wish Me MP6uble 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE BY SAUNA VENDOR z 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE O SEE SCHED.� Okilo DOOR MARK—� THERMAL ' SEE SCHED. MT INSULATED V JAMB DETAIL HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM x GROOM NAME CEILING HEIGHT CEILING HEIGHT 1ST OR 12TH— A101 — O FL. � ^� FLOOR Fi 81 —BASESE CEILING C1 Wi — WALLS U B BASE O 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED U 4 WOOD L¢Gy 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT X NONE F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE �� CLO. FLOOR PLAN UNIT "D" T� -- SCALE: 1 /4" = 1'—O" NOTES : EXTERIOR DIMENSIONS ARE TO THE FACE OF CONC. & STUDS. 04 uZ I� O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WTH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE SIC LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB 8 2001 11/1d/"" SCALE AS NOTED JOB NO. 0005'5 SHEET A ^ ^ A REVISIONS KITCHEN SCALE: 1 /4" = 1'-0" TEMP. SLIDING GL SHWR. DR. BATH SCALE: 1/4"--- D- ad +'b Y v I M. BATH SCALE: 1 /4" = 1'-0" — — — — F- 1` 0 n M. BATH SCALE: 1 /4" = 1'-0" UTILITY SCALE: 1 /4" = 1'-0" A205 O 'rA 36" HIGH GRANITE COUNTER TOP — LIVING 42' HIGH GRANITE COUNTER TOP - RC2Nw, is 3C I N _ 7A POLYSTYRENE INSUL W/ PLASTER FINISH 3 6" PANTRY 5„ PANTRY AS 5" -1 --�—� F3 84 3" Cl W1 O Ir i DINING I I I ACW1 40 m F -_------ A501 Aso' ENTRY 3C 3C A2 3 DROP SOFFIT 8'-11" F3 84 R.W.L. C2 W1 M.BEDROOM A11 10'-0" F6 84 C2 WI _ 'r 12'-11' DROP SOFFIT 5• M. BATH F TOILET —4 ' 1 ; A20 A501 A19 iv m r 10'-0" 8--11" 3 F3 B4 F3 B4 I 7 C WI C2 W1 r A 12"x12" GL. ELKS, A501 o B'-10" I ,1 ,N Y C.M. END PANEL 8 _____ -71 9P ACCESS 3A 3 1 CLO. 11 PANEL BEDROOM 2 A22 i1 90 VC2 21 10'-O" �I _O" F6 84 1 B4 N C2 W1 I W1 o till 1 �I 5° 11 7•. 0 i� I 7� BRKFST `♦ AB ` 2A \ F6 84 � C2 W1 ` �0 F A501 ,' i 6" WIDE �n ` ' KNEE WALL i BELOW I I I I , , I I 4 _ '1 1). W. RANGE pou MICR. ABV. J KITCHEN 0 0:3� 6 O G.D. F7 I ; ' DROP SOFFIT I i REF. I r I ' 3 3C C F I A501 0 3C 5 SH. ^ SM (4)S DES 15HERl 11 -DRYER 7 F J• A501 - - T 7 / FOYER \ 3 10 RW1 F3 R7 C 2. I.C.I. UP F'_0" DIA.\ Al2 ' MTL. SPIRAL \1 STAIR 3 1B4 SYSTEM r, ' '6H I 'i I I lg I 5' 10' IiL 4'-4- HALL A14 3 8'-11" F Te4 LINE C W1 CLO. �_� (� .1 3 SIDES 9V 1 10 '� 3 BEDROOM 3 O BAH RC2 n A18 -0 8'-11" 84 F3 B4 W1 TRASH RM. (SEE SHT. A311) R&S L UNIT "B" U TI L. POWDER COAT CLOSET STAIR #1 (SEE SHT. A ) r l DOOR MARK SCHEDULE DOOR TYPES MAIL TYPE GLASS RATING NOTES 1 HM FL - 1 n 2 HM F - - 1& 2 I I -_ 3 WOOD FG INSUL. - 3 GL = ❑ 4 ALUM/GL FG 1/4" TEMP - 5 WOOD BF - 6 SCW F I C-45 F FM FG FL 2P 7 SCW F - I - - 8 SCW F - 8-90 9 HC MASONITE 2P - - -_— 1O HC MASONITE 2P-UC - - ❑ ++ HCW FL - - STL OH - - 2P-UC BF OH�°ert°rm.A P Pai9utlom wmpb adth d"WP11uWe (3/4' (OVERHEAD midmwt°iWiN°oee'mith°°OPh"bt°9'°'oPoty UNDERCUT) GARAGE DOOR) © COPYRIGHT 20DO DOUGLAS ROOT ARCHITECTS. DOOR OPENING SCHEDULE DOOR NOTES : ALL RIGHTS RESERVED. DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE 3'-O"x6'-8"x1 3/4" GAILY. STEEL 3'-0"x7'-0"x1 3/4" 2. EXTERIOR H.M. DOORS TO A/C PR. 3'-0"x7'-O"x1 3/4" SPACES SHALL BE INSULATED PR. 2'-6"x8'-O"xi 3/4" 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS PR. 3'-0"x8'-0"x1 3/4" W/ STAINLESS STL. HARDWARE (4)1'-6"x7'-O"x1 3/8" BY SAUNA VENDOR O 3'-6"x7'-0"xl 3/4" 4. FM DENOTES : FLUSH WITH i » » APPLIED MOLDING PR. 2'-6 x7'-0 x1 3/4 M m FOR ENTRY DOORS OF UNITS AND ..r PR. 3'-0"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR . ,^ 2'-6"x7'-0"x1 3/4" PR, i'-0"x7'-0"x1 3/8" O r^ Q v= DOOR SIZE VJ (4)1'-0"X7'-O"xt 3/8" SEE SCHED. 2'-O"x7'-O"xi 3/6" DOOR MARK-,, THERMAL O 2'-8"X7'-O"x1 3/8" SEE SCHED. 1A T INSULATED PR. 2'-0"x7'-0"x1 3/8" ARE SET U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-0"xt 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM JAMB DETAIL ` SEE SHT. A502 SEE SEE SPEC'S W ROOM # —BROOM NAME CEILING HEIGHT A101 CEILING HEIGHT 1ST OR 12h1— ®11TH FL. FLOOR F1 Ell— BASE Q'py CEILING C1 W1 —WALLS O U ow B BASE W w v 1 VINYL - 4" COVE o �'+ O W 2 CER. TILE - GLAZED ^ F 3 CER. TILE - UNGLAZED �IIy U 4 WOOD 5 PAVER TILE - 4"H. FLAT U 6 MARBLE - 4"H. FLAT z F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X NONE NOTES EXTERIOR DIMENSIONS ARE TO THE FACE OF CONC. & STUDS. d W EnC) 0 a z E-� O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. E DATE s'-D" 1'-3" ELEVATOR #1 FEB $ 11/13/00 SCALE (SEE SHT. A ) AS NOTED A JOB NO. A501 0005,3 12"x1 z" 12th FLOOR PENTHOUSE SHEET GL. BILKS.o A3 05 4'-0" 1'-8" 8'_°" <'-," FLOOR PLAN UNIT " A" 20'-4' UNIT "A" SCALE: 1 /4" = 1'-0" ///pJENT/H,/rOUSE OFY A0 SLEETS /L SUIIN( SHWR. KITCHEN SCALE: 1 /4" = 1'-0" KITCHEN SCALE: 1 /4" = l'-0" MIRROR � TG. WB- MIRROR CALT. —MARBLE TUB M. BATH SCALE: 1 /4" = l'—O" —F------ -- M. BATH SCALE: 1 /4" = l'—O" TG.Wr B, (—MIRROR MIRROR CALT. 4' BACK— r __.. _.. TUB M. BATH SCALE: 1 /4" = l'-0" TEMP. SLIDING GL. SHWR. DR. UTILITY SCALE: 1 /4" = l'—O" C DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FIL - - 1 —_ 2 HM F - - 1& 2 3 WOOD FG INSUL. - 3 GL 4 ALUM/GL FG 1/4" TEMP. - = ❑ 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - - 8 SCW F - 8-90 9 HC MASONITE 2P — 10 HC MASONITE 2P—UC — ❑ 11 HCW FL - - _ EH 12 STL OH - - (2P-UC BF OH (RH U�t✓DERCUT) GAR CE DOOR) DOOR OPENING SCHEDULE DOOR NOTES : DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xi 3/4" GALV. STEEL 8 3'-0"x7'-0"xl 3/4" 2. EXTERIOR H.M. DOORS TO A C C PR. 3'-O"x7'-0"xl 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xl 3/4" 3. WOOD SAUNA DOOR W/ TEMP. E 4" DBL. INSULATED CLEAR GLASS PR. 3'-0"x8'-0"x1 3 / W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"xl 3/8" BY SAUNA VENDOR G 3'-6"x7'-0"xl 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"xl 3/4" APPLIED MOLDING 3 4" FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"xi _ / ROOM ENTRY DOORS OF FIRST FLOOR PR. l'- 0"x7'-0"xl 3/8" DOOR SIZE SEE SCHED.� DOOR MARK— -THERMAL SEE SCHED. 1A T INSULATED 6 a JAMB DETAIL �—HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM ROOM NAME CEILING HE A101 CEILING HEIGHT 1st OR 12TH— — ® 11TH FL. FLOOR F1 L 81 I — BASE CEILING c1 W1 — WALLS (4 ) 1'-0"x7'-0"xl 3 8" 2'-0"x7'-0"x1 3/8"" 2'-8"x7'-0"x1 3/8" PR. 2'-0"x7'-0"xi 3/8" PR. l'-6"x7'-0"Xl 3/8" 9'-0"x7'-0" 16'-O"x7'-O" 3'-0"x7'-0"xl 3/8" n , PR. 2 -6 x7 -0"xl 3/8" 2'-6"x7'-0"xl 3/8" PR. l'-3"x7'-0"xi 3/8" C CEILING B BASE 1 GWB - PAINTED 1 VINYL - 4" COVE 2 GWB - TEXTURED FINISH 2 CER. TILE - GLAZED 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - UNGLAZED 4 ACOUSTIC TILE SYSTEM #1 4 WOOD 5 ACOUSTIC TILE SYSTEM #2 5 PAVER TILE - 4"H. FLAT 6 WOOD - SAUNA SYSTEM 6 MARBLE - 4"H. FLAT 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED X NONE W WALLS F FLOOR 1 GWB - PAINTED 1 PAVER TILE 2 CMU / CONC. - PAINTED 2 CONCRETE / SEALER 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - GLAZED 4 CER. TILE - GLAZES 4 CER. TILE - UNGLAZED 5 WOOD SAUNA SYSTEM 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X EXPOSED STRUCTURE X NONE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. 12th FLOOR PENTHOUSE FLOOR PLAN UNIT 19 B99 REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. F z �-1 Q O V _I �V U O F A u DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00055 O 1 M �O tn SHEET 9 8 2M, .1�M 06 BATH SCALE: 1/4" = 1'-0" BATH SCALE: 1 /4" = l'—O" SCALE: 1 /4" = 1'-0" SHEETS M. BATH SCALE: 1/4" = 1'-0" 4J N L I D II W --J1_ UTILITY SCALE: 1/4" = 1'-0" KITCHEN SCALE: 1/4" = 1'-0" KITCHEN SCALE: 1/4" = 1'-0" MIRROR .14" BACx- SPLASH G.W.B. C\C T y. j— MIRROR G'MIRROR CALT. MARBLE 1 TUB M. BATH SCALE: 1/4" = 1'-0" M. BATH SCALE: 1/4" = 1'-O" TEMP. SLIDING GL. ENCL. DOOR MARK SCHEDULE I DOOR TYPES MAT"L TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 1& 2 3 WOOD FG INSUL. 3 GL = 4 ALUM/GL FG 1/4" TEMP. - _ _ ❑ 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - 8 SCW F - 8-90 9 HC MASONITE 2P - - - _- 10 HC MASONITE 2P-UC - - ❑ -=_ 11 HCW FL - - 12 STL OH - - (2P/-UOH C BF E HEAD UNDERCUT) GARAGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xl 3/4" GALV. STEEL B 3'-0"x7'-0"xl 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"xi 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xl 3/4" 3. WOOD SAUNA DOOR W/ TEMP. E 4DBL. INSULATED CLEAR GLASS PR. 3'-0"x8'-0"x1 3" / W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"x1 3/8" BYY SAUNA VENDOR G 3'-6"x7'-0"x1 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"x1 3/4" APPLIED MOLDING 4" FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"xi 3/4" ROOM ENTRY DOORS OF FIRST FLOOR K 2'-6'x7'-0"xl 3/4" L PR. 1'-0"x7'-0"x1 3/8" M 41'-0"x7'-0"xl 3 8" DOOR SIZE ( ) SEE SCHED.� N 2'-0"x7'-0"x1 3/8"" " , " " DOOR MARK-� THERMAL P 2 -6 x7 -O X1 3/8 SEE SCHED. 1A T INSULATED 0 PR. 2'-0"x7'-0"xl 3/8" s a R PR. 1'-6"X7'-O"Xl 3 B" JAMB DETAIL �-HARDWARE SET / SEE SHT. A502 SEE SPECS IV -* "' -" ROOM # EIG —ROOM NAME 1T CEILING 2TH 1 A101 0 10EI1 TH FLIGHT FLOOR F1 81 - BASE CEILING C7 W1 - WALLS 3'-0"x7'-0"xi 3/8" ' PR. 2'-6"x7'-O"xl 3/8" 2'-6"x7'-0"X1 3/8" PR. 1'-3"x7'-O"Xl 3/8" C CEILING B I BASE 1 GWB - PAINTED 1 VINYL - 4" COVE 2 GWB - TEXTURED FINISH 2 CER. TILE - GLAZED 3 EXT. STUCCO FIN. SYSTEM 3 C -ER. TILE - UNGLAZE 4 ACOUSTIC TILE SYSTEM #1 4 WOOD 5 ACOUSTIC TILE SYSTEM #2 5 PAVER TILE - 4"H. F 6 WOOD - SAUNA SYSTEM 6 MARBLE - 4"H. FLAT 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED X NONE W WALLS F FLOOR 1 GWB - PAINTED 1 PAVER TILE 2 CMU / CONC. - PAINTED 2 CONCRETE SEALER 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - GLAZED 4 CER. TILE - GLAZES 4 CER. TILE - UNGLA2 5 WOOD SAUNA SYSTEM 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEI 8 CONIC. - PAINT 9 MARBLE X EXPOSED STRUCTURE X NONE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. 12th FLOOR PENTHOUSE FLOOR PLAN UNIT $PC" REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. w x N DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. FLB 8 2WI 00053 SHEET A307 UNIT licit BATH SCALE: 1/4" = 17 BATH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHEETS REVISIONS KITCHEN SCALE: 1/4" = 1'-0" r MIRROR 4' BACK — SPLASH (—O+•WB. rC.T, BATH SCALE: 1/4" = 1'-0" ----- M, BATH SCALE: 1/4" = 1'-0" _ UTILITY SCALE: 1/4" = 1'-0" M. BATH SCAL-E: 1/4" = 1'-0" TEMP. GL. SHINER. DR. ATRIUM r' 2. DR. i ELEVATOR #2 (SEE SHT. A ) UTIL. POWDER COAT CLOSET VIf , BRKF`, 2A 08 10'-0" F6 84 C2 WE , F I I RANGE W/ ' D.W. I� C10 MICRO. A V. KITCHEN 8 D7 1o'-0' I F3 84 G.D. Ei C I DROP SOFFIT REF. ' I I I 3 I ® 1 F 770�(4) A501 SIDES SM 5 SH. 4 n I DRYER WASH 3 1 F A501 ENTRY C 3 PC2&wl 1' R.W.L. 84 F \ As01 0 FOYER \\\ YD1 Y RF W, V 14'-2� \L — 4'-0" DIA.= 6H MTL SPIRAL I� STAIR J� SYSTEM STORAGE Illlllllllllllllllllllr O 6" WIDE KNEE WALL LIVING 36" HIGH D9 GRANITE TOP 10'-O' 42" HIGH F6 84 GRANITE TOP C2 W1 / POLYSTYRENE INSUL W/ PLASTER FINISH PANTRY I I D6 13 5" 6 I 61-11• 5„ F3 B4 / C1 WE — — — 8'-1 ---- rl ( DINING 0CW1 IIII� l l /J I \\\\ !W.I. C. ---- 3 30 M.BEDROOM D11 10'-0" 7A fiR4 4`-- F6 84 I m 3'-0" C2 WI F 4x1 I R&S (TYP•)T. 9U 1 3A 3C I DESK O N3C II 5•_ 0+ " 5•_9. DROP SOFFIT f ' _ _ _ _ 12'-6" I' INEN TOILET F M. BATH ; _ 3 7 3 J D19 A501 RCW1 F3 B4 FLINEN'. C2 W1 7 ® III♦=I1.-�'1 mum =_ m© mm �= m® �mm 0 12"xl2' GL. BILKS. 12"z12' GL. BILKS. ttC.M. END PANEL 9P NL 1 3A ACCESS I BEDROOM 2 PANEL II CLO, D21 D22 16 F6 84 C2 W1 liv C2 N I 11 1 8 0 �I 1 I. 0 �J a a 0 N DOOR MARK SCHEDULE DOOR TYPES MAIL TYPE GLASS RATING NOTES 1 HM FIL - - 1 2 HM F - - 1& 2 3 WOOD FG INSUL. - 3 GL _ _ ❑ 4 ALUM/GL FG 1/4" TEMP - 5 WOOD BF - - 6 SCW I F - C-45 F FM FG FL 2P SCW F 8 - - — SCW F - 8-90 — -- 9 HC MASONI 2P — — — 1O OHC MASONITE 2P—UC — — ❑ -- 11 HCW FL - - - Todma"IMme Amhifte.e o Woo, STL OH - - 2P-UC BF OH maimum aroma tea. ae me aw,l�.na � -rar (J/4' (OVERHEAD UNDERCUT) GARAGE DOOR) 000PYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DOOR OPENING SCHEDULE DOOR NOTES PR. 3'- PR. 2'- PR. 3'- �4)1'-6" 3'-6"x7 PR. 2'- PR. 3'- 2'-6"x7 PR. 1'- PR. PR. PR. C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 1 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED F3:1 EXT. STUCCO FIN. SYSTEM 4 1 CER. TILE - GLAZES 5 1 WOOD SAUNA SYSTEM EXPOSED 12th FLOOR 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W TEMP. DBL, INSULATED CLEAR GLASS W/ STAINLESS STL. HARDWARE BY SAUNA VENDOR 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND / Q ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE O SEE SCHED.� O DOOR MARK— , "THERMAL V SEE SCHED. B A T INSULATED ` JAMB DETAIL '�—HARDWARE SET �T J SEE SHT. A502 SEE SPEC'S ,w ROOM x —BROOM NAME r CEILING HEIGh1—HT A101 CEILING HEIGHT I�1 1ST OR 12— WITH FL V FLOOR f1 B 81 — BASE CEILING C, Wt — WALLS B BASE U W 1 VINYL - 4" COVE 2 CER. TILE - GLAZED A U 3 CER. TILE - UNGLAZED u 4 WOOD 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT X NONE F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE -UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE PENTHOUSE FLOOR PLAN UNIT "D" SCALE: 1/4" = 1'-0" z d WEnC) w u �j a W zon z EME� O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB DAB 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET 308 UNIT "D" ENTHOUSE