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HomeMy WebLinkAboutBUILDING PLAN PARTIALREVISIONS DOOR MARK SCHEDULE DOOR TYPES MAT°L TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 1& 2 3 WOOD FG ITE - 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 - B-90 9 HC MASONITE 2P - - 10 HC MASONITE 2P-UC - - ■ 11 HCW FL - - 12 STL OH - - (2P-UC BF OH (ERHEAD U3NDERCUT) CA AGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE W.XH.xT. NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"x1 3/4" GALV. STEEL B 3'-0"x7'-0"x1 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"x1 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"x1 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 FOR ENTRY DOORS OF UNITS AND J I PR._3'-0"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR R PR. 1'-6"x7'-0"xi 3/8" S 9'-0"x7'-O" T 16'-0"x7'-0" U 3'-01.x7'-0"x1 3/8" V PR. 2'-6"x7'-0"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 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #s 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 1 WOOD SAUNA SYSTEM DOOR SIZE SEE SCHED.� DOOR MARKS —THERMAL SEE SCHED. 1A T INSULATED JAMB DETAIL -,� —HARDWARE SET SEE SHT. A502 SEE SPEC'S Room a ---,_,ROOM NAME CEILING HEIGHT CEILING HEIGHT 1ST OR 12TH— A101 — 0 11TH FL. FLOOR F1 31 — BASE CEILING Cl W1 — WALLS B BASE 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 0 F.H.V. CAB. F.E. & CAB. STAIR 1 CXW2 UP A PLANTING AREA / I \ / \ I �—----------I-- ----- — / ""7 q / LINE OF / SLAB ABOVE ' 10" 4'-3"L 5' 2'-4" T 6" 2'-4" FOU TAIN BY 0 IRS I I I I j l \ (TyPJ \ C \ A405 \\ I N I 3' 10" IL 4'-6" Lio, ELEV. #1--------------- I I I I I I I I I I O 1'-s" 1.1'-6" \ \ \ 4'-3" )L I I I I I / I � I ' n I L10"L 4'-6" L 3'-10' J �-, ! Ti1TRTT1'tN PARTIAL FIRST FLOOR PLAN SCALE: 1 /4" = 1'-0" ELEV. #2 :SUMP i INTERCOM STATION - STAIR 2 VARIES F8 BX Cx W2 UP O a 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE L:HLK,Khl) STANDARDS ESTABLISHED IN SECTION 628-33.007. FLORIDA D.R.R. ADMINISTRATIVE CODE. DATE THE MAIN NAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 11 /13/00 ACCORDANCE WITH ANSI/ASCE 7-98, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SECTION 6, TO WITHSTAND THE SCALE NAND LOADS ASSOCIATED WITH A MINIMUM BASIC NAND SPEED OF 145 MILES PER HOUR. AS NOTED THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR JOB NO. USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN OOO°JS ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SHEET AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. - A309 PARTIAL FIRST FLOOR PLAN SHEETS REVISIONS PAINTED DRYWALL 9 c m 0 c O 2 1 O lV i 1 TILE BASE 7 or PAINTED DRYWALL 1 C.T. 11 / PLAST. LAM.—/ TOILET PARTITION & DOOR 2 MEN'S ROOM INTERIOR ELEVATIONS SCALE: 1/4" = 1'-0' PAINTED n DRYWALL 18 \ C. T. \ \ 3 \—PLAST. LAM. TOILET PARTI ION % 11 0 I m & DOOR — E K WOMEN'S ROOM INTERIOR ELEVATIONS SCALE: 1/4" = 1'-0' ■ _.._ _.._WIN 07 IfIN � 7 �: W�=0 BAR INTERIOR ELEVATIONS SCALE: 1/4" = 1'-0' 2 0D 36"x36" SHOWER SAUNA SAUNA O FD 3K ^o 87 y 6'-0. m 10 10 0 ar. N10 i 3 I 1" DIA. ROD CONTROL AREA �CE . J TILE ` SHOWER \y 3 3 WOMEN'S 115 3 F3 B3 C5 W1 G 5 N SIGN BB VEST. 5 18 9,_0. E.W.C. A B5 _ C4 W1 I BB 5 3C SIGN 10'-4" MEWS 3B ,3C CONTROL AREA rf ADD EXT. STUCCO FIN. SYSTEM EXPOSED FACES STOR. C I a PAINTED DRYWALL ❑ o o / / / / / 7 N 4 12"x36" \-TILE BASE MICA LOCKERS 0 0 PAINTED DRYW L N 4 TILE BASE MAIL ROOM SCALE: 1/4" = 1'-0' \ \ I � I � i < i0 O �ti 7 (TYP.) AR 122 F1 B5 v 'O• C1 W1 "x' B < ?/> ,� h A501 < \\-12"x36" —/ MICA LOCKERS PARTIAL FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" PAINTED DRYWALL— Lj PAINTED DRYWALL - O I TOILET ACCESSORY SCHEDULE (MFR. LISTED OR APPROVED EQUAL) N ITEM MFR, MODEL 1 toilet tissue dispenser bobrick B288 2 toilet tissue dispenser bobrick 82740 3 sanitary napkin disposal bobrick B270 4 dual sanitary napkin disposal bobrick 84354 5 paper towel dispenser/waste receptacle bobrick 843944 6 paper towel dispenser/waste receptacle bobrick B4369 7 paper towel dispenser/waste receptacle (S.M.) bobrick B43699 8 countertop mounted soap dispenser bobrick B822 9 soap dispenser (wall mounted) bobrick B4112 10 grab bar bobrick B68137 11 shower grab bar bobrick B6861 12 shower seat bobrick B5171/5181 13 robe hook 86717 14 sanitary napkin/tampon vendor B43500 15 mop rack & shelf 8224X36" 16 shower rod with 204-1 hooks & 204-2 curtains B6047 17 stainless steel angle framed mirror lbobrick B290 1830 18 paper towel dispenser B4262 19 20powdered waste receptacle soap dispenser 8277 B132 THESEPLANS 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 7-98, 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 VAND SPEED OF 145 MILES PER HOUR. FE8 8 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. HECKED D.R.R. DATE -1/13/00 SCALE S NOTED JOB NO. 00053 SHEET �310 PARTIAL, FIRST FLOOR NTERIOIZ ELEVATIONS OP SHEETS SPIRAL STAIR TOWER PA23 118 \ I ,. 1 A C A.H.U. PA13 ' E.W.H. \r \ 12 A40 — v 2'-2" DIA. OPEN'G. FOR TRASH CHUTE LOBBY T1 89 98 /j F5 BX ? C3 W3 3 ADD EXT. STUCCO FIN. EXPOSED FAC IIIIIIIIIIIIIII�IIIIIIIIL' Im9 1" (f =11111 m IIIIIII/I/�''rr,, ELEVATOR #1 PARTIAL T) SCALE: 1 /4" = 1'-0" ATRIUM OPEN TO FIRST FLOOR EE O SECOND FLOOR ONLY CURTAIN WALL SYSTEM O THIRD THRU 12th FLOORS ICAL FLOOR PLAN 4'-8" S-6" N-4" r� l F.E. & CAB. 711, ------- n A408 g 10" 4'-6" 3'-10" 9A ? i ELEVATOR #2 u u n - ROOF EQUIP. CURB SEE TYP. DET.e 11 - - \ A407 I Y 11ir 1 \ I 15'-4 1 2jLOqjljjvER 3'. 3 _4. 81 _43-8_ 4"_ - \I v DN. 18"02" SLAB OPEN'G. (FOR E.F., SEE -- ELEV. MACH. RM. MECH, DWG'S.) (SEE MECH. BXRcX \ \ \ WX 4GRI'L \ — — — -L- - - - - /10\ I STAIR #1xVARIESV w-8 1'-2" / 8'_4•\ I I L--------------------------J ------------ SIGN MIRA Iir-r�0 N I N 6" 3,_9. 761 SPIRAL STAIR TOWER A.H.U. E.W.H. ' 2A Al F- 28 ------ — 28 I 11 11 v 7 I � STAIR #2 11' j I/ SLAB R VARIES T.O. SLAB /I / C W / DN. I / I I ' i SCUPPER I i ELEV. MACH. RM. I 3+-32" LOUVER HOLE IN I R2 ( E MECH.) (TYP. 2) I 8 -8" F2 BX I CX WX T— — — — (SEE2MECH.)GRILL---- L-3 / \ / ______5 \x' / \ / \ I M / \ - I / \ I ----J L- - - - PARTIAL ROOF PLAN SCALE: 1 /4" = 1'-O" DOOR MARK SCHEDULE MAT'L TYPE GLASS RATIN HM FL - HM F - - WOOD FG INSUL. - ALUM/GL FG 1/4' TEMP. - WOOD BF - - SCW F - C-45 SCW F - SCW F - B-90 C MASONITE 2P - - C MASONITE 2P-UC - - HCW FL - - STL OH - - DOOR OPENING SCHEDULE DOOR SIZE (W.xH.xT.) NOTES 3'-0"x6'-8"x1 3/4" 3'-0"x7'-0"x1 3/4" PR. 3'-0"x7'-0"xt 3/4" PR. 2'-6"x8'-0"xt 3/4" PR. 3'-0"x8'-0"x1 3/4" (4)1'-6"x7'-0"xi 3/8" 3'-6"x7'-0"xi 3/4" PR. 2'-6"x7'-0"x1 3/4" PR. 3'-0"x7'-0"x1 3/4" 2'-6"x7'-O"x1 3/4" PR. T 16'-0"x7'-O" U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-0"x1 3/8" W 2'-6"x7'-0"xi 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 DOOR TYPES NOTES 1 1& 2 3 E0000 F FM FG FL 2P I X I EXPOSED STRUCTURE I 0 2P-UC BF OH 3/4" OVERHEAD NDERCUT) ARAGE DOOR) DOOR NOTES 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 VW STAINLESS STL. HARDWARE B SAUNA VENDOR 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE SEE SIZE DOOR MARK--�, '—THERMAL SEE SCHED. 1A T INSULATED 4 JAMB DETAIL '-HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM # BROOM NAME CEILING HEIGHT A701 CEILING HEIGHT 1ST OR 12TH— — O 11TH FL. FLOOR Ft 81 — BASE CEILING C1 W1 — WALLS B BASE 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 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 CONIC. - PAINT 9 MARBLE X NONE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007. FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-06, 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 WAND SPEED OF 145 MILES PER HOUR. REVISIONS 0 COPYRIGHT 2000 UGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. z o r^ I I � O MVO r^ Q kn W) v1 V W 11 W V �c U Ow FW 0a mz •� I I I O W u a z Z 0 zz CHECKED D.R.R. DATE 11/31/00 SCALE AS NOTED JOB NO, 00053 SHEET FEU 0W A311 PARTIAL TYP. FL. FLAN PARTIAL ROOF PLAN w _-joo�. SHEETS TZIADI"Z /SfUGC� I�H 'SfSTC-M OV AL DETA t Lf= L _z rz FOAA& — I=CUi2SE 7O O„ 2111 EXTr=WOrZ S'TuCec;;; 1=I N I�H y'SY�11"�N\L'TfP. ) QI _1 V b1 E f�N"E Fots•A� ID i hld1�E - r�lzl t✓' ('IYP, ) JooYP)w/ xf�t�arz �sTUCcn — NIhH SYgTISIV, Yf" (T) W4,LLI . U , F1142 PIKE- � �� r,�'�P�MY�rYrzeNc TY `,,--0P,1NG DETAL he-,&Lf'v 11 I J!7_11 =I i ,J z � i -1 _I $ �W. Clls 0►1 a LA e�AnlI -c Z411 egc,, I �I NI I LI ALUM. IMAM L.I t.lC� -I IA j _j V L EXT, hTIJCCa Fl , ' � i TIN, I�Y2lP GYP 1 � G Z CT`tP ) = n n q P I x12X4 (T%f,) I �I d 2 l dj �TYf°) I V II A A hYP� _fto- j A , I (TYP) a _ I j j r A V 1 It -eLw�f A�IG TII - i - SZ-t of F1P -Low ew.,T �XTGIZId2 sT U -- i f ILL a TION (Typ' ) rrYF) _— yob �11� 2AT'Fx7 h71ZLJG'ilJ MAIL h5:Tu >S _ rkuK E.XTEr-ate -- - I Go" o.0 CTYP•) - j CIL Q7F.ITI r.l. ) C ( _J w�Gwl4 14 - 9. ri+ �--vai�Iz gAeJZIaIETZ 8" C•M U , GI�JC- f�11 N!n -�E �1i'IZLJGT PNla3, . z L S 4ftll r A dl • �itT�.tG�Sr�M •SSE L�M140 mUGwf\A---Lrr,TLITyP) F c�F 5TL>� F IW,-tsY_VTWM / AA,6-r S.L LI�'rVv»I�.1-tr It�uusTl�v �G'YoN1C, 121G1b IN"A�LdTIiY. C516M`fa�EtZXa.. 2-I�i P) - .s,T7zLJ GT, t7N/Gh, i 1 I" V-GFDOVFn JOIRT 16ST oTTUD .•SI" TRAC�K N (Z) CrrNT1TJ. -5 A.LAI,,M .. M11, P) �ao�YSTYrg•E 1J 6: �!T h7Tj 7rlr&Cf< IU N p u N +CONTROL 101 T DETAIL MAhoM.arzY P.412,�.F'ET w�L.L drZ s> T rzl c+Mz wA L..,_ ---�Y _v k'.C(;=, I91,11hi-I — — C-XT1rNt7 VENTING �e56" �.� SHE EST UP WALL r• -, Pl�0S71\6 VENTING►CCDNTIN.) 3 NI INS SY-srr� ' +---/-.)•" FIP�iZ Ca.lJT-4oNTI1J. LI Calf Twf I IJ71a.T l t k'i CdNG, MIG.II� IyJ•5UL4'7'ION j F FLASHNCI NAIL �tJ�SLJ TIo'10 N � � JOI1�' — V-GRWVS) LGY.X' 'nc, - vMMCN CsXTL�rA rGQQ �.sTM1r 2, r-5 w TYPR VERT. & THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MTH THE STANDARDS ESTABLISHED IN SECTION 62B-,UO07, FLORIDA ADMINISTRATIVE CODE. THE MAIN M V-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND O1HER STRUCTURES, SECTION S. TO WITHSTAND THI WIND LOADS ASSOCIATED WITTi A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLMD= HAVE BEEN SELECTED ANO THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE MTH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED MTH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. HORS IL I 61 talz ST 2k 1Y5L► ^ncrJ �T P.) -I -----Sib' EXToZIotz PIRfr RA-Tsf7 .- Y P f Lj AA� Q CTYlw) } - _- - - TP,P Ir� Ccr �StUThSL I!r'oC, It-7 Ow I \— 4Lwwi! A40u TI LE � !v''G�J_V. iBT'L, �CT¢L.L:ST, 5T•LJL'S - A meC H F==&, l we,- 5 a BIKE=s�o��IE - ALUM. rm". is awn `4::,w , FL- -S6� b awl GfE w Gx4. w1,4xw14 �4 W,w,M, c r\q • ) •VAf�orz G'""•T�•rZQI t31'Z 1l�i�LL SECT fCJI FEB REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. t o M �D O � � In Eno Ov �w O w O � ZOw A U ma z I 1 '.....j DRAWN WWG CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET A401 WALL SECTIONS to 3�k,1 n q .STU 47— -• �SHIM.SPJI�GE CLCs, T'E>'Cru ME FIN . ff��,,//l!..,,LJ�tJT # I ,p L'�LCKErz 1�[:� WINt�D ALUM. hLl t71Nlo Gt.<S<s5 wI N r7eaw SYY�bTG-/dl A,LU M, -51 LL FLA SNI lJli ALUM, C UrzTAJ w WALL Ftz.�MINls �fh�M Fv :l -r I twrrer;, - Ir 1��+-�Y1s71FM � •�-------- Go1JC, �illat5 .o D hGA4-6 ; '15 Qlg� n = rz&xel? ftR -04 A.TNINd- 2j1 POLY�Tvt�N E t NSLJ LbT et*4 EXr' �lttJCGe: - F1$4 , A,6y_ TL:M m nis c rarzZoom' Arx;o Tt7bGK.-4rUS SlMils� l I 12-I�7PlI+.TT INSuL. fl/ ' GI wra 171.TEt� er"Wen;` -zVem L-v, ST'riIJGT, -en- 46ru ,y�fratil6%2 t�-�.c� +564LAI�IT %544m �51'ISCEa �T.�AMI NGU� IB DETAIL TEKT1.1IaCt� CL.G, FI NISI•} -* L 1 • ALUM cutZmiw WALL I11 1/� hY-srn w/ F'i XEr� Gi..Js.f�a �TYR ) 1� Ta �LTIoN CPva Frrz Nv� 'Fv5m4u=u7 -Idl t,r'T a- I N _ ` w_.L_ ...__ 00 I -�• �; 6TUCCc PIN, .a � AMSrA L F LA* -I R Nt� d MtXPIpq r=n C+rTUMl w4k>6 -�+ GI r t r1mewip°ItlC ov`(d3TlzJhC .St1,+T MIN, I/4N/FT, b± i. 'I LIG.F4TWE4�1T Ili�•na'rltilt. _ GlJNG, 4Gz16t y I N4u LATIMa.1 M. BATHROOM y P2ER-=¢ TO - -- _I r = F --Pm crag I I /i�IANT � I I I I I t A� I<M-7- rXori I i I I 4EAL_A.NT CTYP ) � � E.XPANStoN 1 -sTtz t P I III i DE�T. s sx = '1 DO 110 L�1717 T1ZJ C K �STU t? ov�7Z I J I JA.ME> .!rju fl- •5r:r^.tJ MZm s N ALL --5'r v-.s Toe-w-aTHarz REF�2 To (I �T441rzvYfll�ITh NUN,CTYP) Fiprz N��-•s2 Q i�•GK.�I'Z a + --+--- <FJS.L,,4tJT (TYP,) �" E'xP.�..N.SION 1 III I hT21 F' I I I I I 12'L �' T 11 1 1 1 7 W/ METJs,LgA�NGH IL i I I l I NLET/cL A•Nc� yY�•�p,t tiYS'fE M - _ E TTA,I . N t?�I-•ca;Hc sY5 EM 1 Q 13JbL"KE� 1�� s,�A,LANT '� 4L.OM BSI LL •: "yl 'MAIL �51 L l_ 0 P-rT IN -5EA .A_I,T . J GP7< II®�,�.. f JL� TC1G hl r641 t A, --5PQ`G as rZ6TLtp 4v Cc I9-51JL-ATIbN &,Y FIRE &7441W - 1 I -PUTT GYP..5i`4F�T4-I I NG+ �- `.- Hsu L • sE rw>�� � I It L J�1 hPr�h - v- g gAgovvF- (7YP ) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE TANDAROS ESTABLISHED IN SECTION 528-33.007, FLORIDA 1DMINISTRATIVE CODE. 1HE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 1CCORDANCE WITH ANSI/ASCE 7-99, MINIMUM DESIGN LOADS FOR AUILDINGS AND OTHER STRUCTURES, SECTION S. TO WATHSTAND THE WAND LOADS ASSOCIATED VATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. LIE 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 9, TO WITHSTAND AND THE WIND LOADS ASSOCIATED NTH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED, w: J i � 0 �u a;• , -- J ,• •q a _I A � TUB •slclzr •TYP 7-17 cLri, oN 19b — 'yl- stun �Z.4• o.G. �TVP) J d V e =00 v CULTUtZET7 M.4QELS _I LNr� (TVP) LTU IZ® IAAS rWOL_E rrCU TU 5 Lz�F IG (^TYF ) ' -�A ., •e -?`�, a. .. Q, ,. �, � ',moo all ii Y�� )1✓i. ' T2( A'TfAEIZ Ieeuwl Li -I N1�• $I eaCK LI N1 F_L 44,M Frze,vLE � 4-2SKY16E ENTRY N _A I I } ALUM. TH1zB-5F1-n I IyN sEa J. NT GbWc. FL• -�LAE aN I \ GFaa C:=. W G,cG W 14 x w1,4 ww,m. .`_—. L , G va'�YXZ E%6=IZ rztz : b" C.M,u. +- cbNC• Fil2vyTI NG- sEE h7�I,.LT. LWlii. L P J >r- r wkA lu Q Q DRAWN WWG y) CHECKED it D.R.R. 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THE COMPO EM73 AND CLADWNC HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WI7H iW8 ASOE 7-95, MINIMUM OEIM LOADS FOR BUILDINGS AND OTHER B�RL AMICS, SECTION S. 70 11117HSTA D AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR, i ALUM, hL 101 Nls e0L 4-ms-$ I _ cryr) 1 i 1 , ALUM. MAJ I -I ) 1T1 = I dN PA'Lc�NY 5U zFxdnH '-`� 4o3 1=XT, 1TUCCc� � �SEA.LrS,iJT �TYP. ) W1jcm t IT rrelwp'de lri"GG, v arwrl tZE11-NF, 5LeN--IG LIw-ML- -N r G�t.N, NJv�, LTIGGY�NZ ,p 1=IZ�JVl6 ALUM,.TI-It NoLr> wN;rtNG wW/GxGiA/1,4>, �'—V,4POrZ Gi�.FZO.7ESZ — ZuCT vwe--0$-- �sLt REVISIONS OCOPVR161NT2 DOt10LA5 ROOT ARC ALL RIGHTS RESERVED. CT3. o�c z te)� C7 M �D tn kn CVJ rQr�� O ` V �V U� W c� V 0 U ow wx O F" o w 6 �z i II I o i 0 �T� u 1� a O � W� z 0 O °z DRAWN WWG CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET A403 WALL SECTIONS SHEETS E A - G�1G, i5L.4Fta qq1.t,J1U1. tGTJ, A N L*aa.CK tZ /✓A. , I % HC1Ri�. 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THE COMPONENTS AND WMING HAVE KEN SELECTED AND THEIR REVISIONS C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. z tn c s W� \4O It, O` w O Wx ow H O Wu U a O � O W � � O O z DRAWN WWG CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET USE GNomIcRATEO INTO TIE DESIGN AND SPECIFlCATIONS IN ) t-t A A ACCORDANCE NTH ANSI/ASCE 7-95. MINNUM DESIGN LOADS FqR � / \ 4 n1N NU Mt AND MWA STRUCTMES, SECTION A. TO "STAND a` ///���11\ VA. FZ I MAS TYP11 / A • fSb44 CTYP -film, CONLvrT 5-ra. 12E.16rrl" tr AA 2ofl STY ) 4 r•°cnF Aa5 RB�OI�/V4l�ND�C7 hl BY �11z�-�Tcr'P'IN� T 1V1�G2, CrtR ) s I I_ fjtl GI�IJG, a1� N�L+�vNR`( 4GE PLANS) I1.I'T'EL M ih1 C7E?� C'TVP, ) IIW, t�xTr�unl=a 0ST4050A hcf1C-�aJ IV/ Fr1 AG J � rz =0 m 'ENE INSuL, 11 . u ...�....� SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8" TH. CD-X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES ® 24" O.C. ST 1 a I I'I = 7- 4 4 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MATH THE STANDARDS ESTABLISHED IN SECTION 628-33.007. 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 THEM USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE KITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO MATHSTAND AND THE MIND LOADS ASSOCIATED MATH A MINIMUM BASIC HAND SPEED OF 145 MILES PER HOUR. �.4 O ff d REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. r.r Q G� W mom Q- �V� F U F DRAWN WWG CHECKED D.R.R. 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THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR U USE INCORPORATED INTO THE DESIGN AND SPECIFICAMONS IN F? ACCORDANCE MTN ANSI/ASCE 7-flS. MNIMUM DESIGN LADS FOR AND THEE WIND LOADS ASSOCIATED THCA TION MINIMUM BASICTAND IMIND SPEED OF 145 MRI.ES- PER HOUR. 400) /�7 Z �Z 1L'^ 1,4 META.L. JAMB/HEM 5/� I f-I rza 1294-mt7 ls.1RG M. bLT. �dR1CCo FINISH 39a"-mp—TA.L--6Tur-as GAr,ihJC� DRAWN WWG CHECKED -6MA L-A.NT (I!Wr-1511*f) D.R.R. p.Lu . fTea�� INN T FEB 8 2n DATE Il 13/aa FTZAN+ItitLsA!;r M SCALE if AS NOTED JOB NO. 00053 SHEET A502 DOOR & WINDOW DETAILS SHEETS ---- - _ E6t,i, E6t, Est. Fs�. 31 O" Zj1 Ecsk , Eat , s?,t , '� -o E�i. Ems. Eck r nEvcs�oxs � , hIMILAR i a 11 13 13 I � 13 1 � "d• . 1 �A LAJZ �INl1-- j rnnlLfi.rz sNuuvz 'i / , rY /51MILa1Z \ �A. IZ f� 7 I Z I Z i 2 7 IZ I \ 7 l2 Doua0 COPYRIGHT YR2000 Ts. Z \ Z ALL RIGHTS RESERVED. 0 o co E) (0 HANDED OA� — 1 11 u I1 - A k 5 EQ, MR, F�A 2" I�'�q 21-10I 66t. F'Q' MIA, FA. 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BeEr 1/4r" TEMPF-WIZHr> -n Kr ec> dL.4l'r5 ASSCALE NOTED V I I UN L�yS �GJT'1� d'ii-FE2 W 1-5L� . JOB NO. m 1 ) I 6, ALLFIZA AA = ,514A.1-L E5B W 41TV E:sP >✓ t1J t5+E. • 00053 THESE PLANS AND SPEOMA104 ARE IN COMPLIANCE WITH THE SHEET THE MAIN WINDATIVE CODE. A 5 0 3 m STANDARDS ESTABLISHED IN SECTION 629-33.007, FLORIDA a �✓I L71~ I•iAd.1L71C/+'P� THE MAD! WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN hV MF3L E-5 � IF?e-rT7d�Y�tti sl ivcs Arro oTHE STRUCTURES,'sEGnaM growl LOADS FOR erlh - ADM. APPRavt a ND LOADS AASSOCIAATED PATH A MINIMUM BASIC NiND SPEED OF145 MILES PER HOUR. DO & WINDOW TYPES a- 1, -� �� �� THE INCORPORATED COMPONENTS AND CLADDING HAVE BEEN SPECIFICATIONS I THEIR USE ACCORDANCE NTH INTO THE DESIGN AND UMDESIGN L IN - ]DETAIL ACCORDANCE NTH ANSI/�ASUCOE 7-95, MINIMUM DESIGN LOADS FOR SHEETS SUROOM + }()^ SGALE 4-"= I I--dl AN WIND LOADS ASSOCIATED NI H A MMINIImUm ASICVAND WITHSTAND SPEED OF 145 MILES PER HOUR. a