The URL can be used to link to this page

Home My WebLink About05080019-20 Architectural Bldg. Plans Proposed Rcv. 4/4/2007 DOCScc 0 Vl —RTH BUILDING A -East FOUNDATION PLAN. SCALE : 1/8" = V-011 ICI O T- co CD N cr) CM O T- - I 00 (N jW , JA W am No VJ co 0 W 0 ',''��lllll i 1lii� >>`````` LL DATE U) w c\j CY) 0 J J W W < EL W- 2 LIJ C\j 0 q REV. c') o M M F- 0 w w Nr 1: 4 LD M z "T z Y) 00 I,,-- < CL 0 < W (y) w Cc n, < 2 cr z < < (D < 0 U) T- a- cc U) colc SHEET: Al VJ PROJ. NO 0 cc 0 LL DATE U) w c\j CY) 0 J J W W < c) < U) Z < < LJL REV. U) 2 < 0 Z 0 w n < __j Lu 0. LL I,,-- < CL 0 < Cc n, 0 colc SHEET: PROJ. NO DATE 7 FEB 06 • REV. colc SHEET: Al BID SET NOTES: INFORMATION SHOWN IS FOR BID PURPOSES ONLY STEEL SUPPLIER SHALL FURNISH SHOP ^RAV,':NGS PRIOR TO FABRICATION INFORMATION MAY BE CHANGED ACCORDING TO FINAL STEEL DESIGN COLUMN FOOTINGS MARK FOOTING SIZE REINFORCING STEEL BEARING PLATE PLATE DETAIL 1 -E 48" x 48" x 12" (5) #41s EA. WAY SEE STL DWGS SEE STL DWGS I -H 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 2 -E 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 2 -H 36" x'3611 x 1211 (5) #41S EA WAY SEE STL DWGS SEE STL DWGS 3 -E 48" x 48" x 12" (5) #4's EA WAY. SEE STL DWGS SEE STL DWGS 3 -G 36" x 36" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 3 -H 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 4 -E 48" x 48" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 4 -G 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 5 -B 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS . 5 -E 48" x 48" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 5 -G 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 5 -H 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 5.5 -H 36" x 36" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 6 -N 72" x 72" x 18" (8) #4's EA WAY SEE STL DWGS SEE STL DWGS 6 -B 72" x 72" x 18" (8) #41s EA WAY SEE STL DWGS SEE STL DWGS 6 -E 72" x 72" x 18" (8) #4's EA WAY SEE STL DWGS SEE STL DWGS 6 -H 48" x 72" x 12" #4's @ 8" CC SEE STL DWGS SEE STL DWGS 6 -1 6.4 -H 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 6.4 -1 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 6.6 -H 36" x 36" x 1211 (5) #4's EA WAY SEE STL DWGS 3EE STL DWGS 6.6 -1 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWO-3 7 -N 72" x 72" x 18" (8) #4's EA WAY SEE STL DWGS SEE STL DWCS 7 -B 72" x 72" x 18" Ml AA IS EA lRIAY SEE STL DWGS SEE STL DWGS 7 -E 72" x 72" x 18" (8) #4's EA WAY SEE STL DWGS SEE STL DWGS 7 -H 40" x 72" x 12" #4's @ 8" CC SEE STL DWGS SEE STL DWGS 7 -1 7.5 -H 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DN0*3 8 -13 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 8 -D 4811 x 4811 x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWG: 8 -E 48 x 48 x 12 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 8 -G 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 8 -H 36" x 36" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 9 -D 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 9 -G 36" x 36" x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 10 -D 48" x 48"'x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 10 -G 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE. STL DWGS 11 -C 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 11 -D 48" x 48" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 11 -F 48" x 48 ". x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 11 -G 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 11 -1 36" x 36" x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 12 -C 48" x 48" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 12 -F 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 12 -J 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 13 -0 36" x 36" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 13 -F 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 13 -J 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 14 -K 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 14 -L 36" x 36" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 14 -M 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 15 -K 48" x 48" x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 15 -M 48" x 48" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 16 -K 48" x 48" x 1211 (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 16 -M 48" x 48" x 1211 (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 17 -K 48" x 48" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 17 -M. 48" x 48" x 12" (5) #41s EA WAY SEE STL DWGS SEE STL DWGS 18 -K 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 18 -L 35" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS 1'8 -M 36" x 36" x 12" (5) #4's EA WAY SEE STL DWGS SEE STL DWGS RTH BUILDING A -West FOUNDATION PLAN SCALE 1/8" = V-011 1211 WAY 0 0 rn 0 G G PROJ. NO DATE 7 FEB 06 REV. SHEET: Al b V J ``�� o o LL 00 0 0 � o= U) cj) N J f- � U U iL F- 2 W �N 0 U f- n w o m -- w _ C7 2 Z — oo a_ 0 < _z co _ W U O Q mCC � U co a can W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: Al b V J W 0 � o= U) cj) N J W LIJ � U Q ~a � Q �c/) — n w Q Q d' --j W � u) 0 LL c\l U CC a_ 0 < rr 0- O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: Al b RTH BUILDING B FOUNDATION PLAN SCALE 1/8" = V -0" BE AT 100' -0" 2. ALL COLUMN BEARING PLATES SHALL BEAT 99' -4" 3. TOP OF TYP FOUNDATION WALL SHALL BE AT 100' -0" 4. TOP OF ALL EXTERIOR FOOTINGS AND COLUMN PADS SHALL BEAT 97-4" SEE DETAILS FOR THICKNESS AND REINF 4. TOP OF ALL INTERIOR FOOTINGS AND COLUMN PADS SHALL BEAT 99' -4" SEE DETAILS FOR THICKNESS AND REINF PROJ. NO DATE 7 FEB 06 REV. SHEET: . A2 VJ W LL 00 0 _ ' - Cc o= U) W U) N m O J J LIJ � d' Q U IL � � W �N o v �'- (D Q m in W I' O = �LL _ . ao Z � U <� Q � _ U W � Ir LLI T 0 (/) Z LL /Q S� U a. to Z E— J PROJ. NO DATE 7 FEB 06 REV. SHEET: . A2 VJ W Cc o= U) W N m O J J LIJ � d' Q U � � z g Q LL � Q z O W aw �LL CC U � O W W Z E— PROJ. NO DATE 7 FEB 06 REV. SHEET: . A2 B D- ING A East p SED FLOOR PLAN i �� SCALE • PROJ. NO DATE 7 FEB 0 6 REV. 27,143 SQ. FT. SHEET: too LL CC) 3 Q O ua r U W � CV EO C (Y) m _ w _ N P7 _ F- z � - � U) ,z � Q cn n @) Q U QJ � _ U o z D W n O J w Q (c) i U 0 a U) U 0 Q Cc CL O W W Z �J PROJ. NO DATE 7 FEB 0 6 REV. 27,143 SQ. FT. SHEET: too V J W rr0 o= N P7 J � W �d' � Q < (1) Q u- U) Q o z D W n n < J w U) �LL c\j U 0 Q Cc CL O W W Z PROJ. NO DATE 7 FEB 0 6 REV. 27,143 SQ. FT. SHEET: too I Q DING A West PROPOSED FLOOR PLAN SCALE 1/8•• = 1'_0.' . - -( B) ----e -- U 111111/I, // `````�,� W IL 1 00 �- 0 Q 0 cc o= U) w �-. cn J � I— Q UQ F Q W �N 0 U ~ D wQ m Q v o cr C7 = U) z 00 z . U) _ O U a -' w M W cr ZO co Q i U a � I �f PROJ, NO DATE 7 FEB 06 REV. 27,143 SQ. F. SHEET: A3 b. VJ W 0 cc o= U) w �-. N cr) O J � W � Q UQ U) Q Q LL � C/)o Q z D wQ Q J w U) 0 N rU rr ALL 0 < cf: � O W W I PROJ, NO DATE 7 FEB 06 REV. 27,143 SQ. F. SHEET: A3 b. 0 cV i 6J r C 'Q T BUILDING B PRQPTPS-%ED-FLOOR PLAN SCALE 1/811 = 1' -0" owl 1 III llt //o", V J x L 00 3 CL rro o= cj) U) W � F- cn {— J J w � � d- Q U IL W- � w � 0 m �- co c Q ,ct Q c _ LL N r � U I nz 03 z rr n , O U Q-i W co W C) <c oU) Q � U a can PROJ. NO DATE 7 FEB 06 REV. 3618 SQ. Ff. SHEET: A4 V J W CL rro o= cj) U) W � F- N "' o {— J J w � � d- Q � z Q u- � (1) Q o z n Q ,ct w :� U) LL N r � U 0 < rr n , O W W I PROJ. NO DATE 7 FEB 06 REV. 3618 SQ. Ff. SHEET: A4 �I RTH BUILDING A East PROPOSED ROOF PLAN, SCALE 1/8•• = 1 '_D" — H — I PROJ. NO V J 7 FEB 06 REV. W SHEET: A5� a. co 0 � 44. Lu r � Q 0 M o= � U) W co LLJ N "' o U EL w U uj �N 0 v F- co 0 ru (D cm o _ w = ° Q J w �r cn r U < W �o cc 0 W T oco Q tocr i U a cr W W Z y PROJ. NO V J 7 FEB 06 REV. W SHEET: A5� a. 0 M o= � U) W LLJ N "' o d� U Q U) Q Q IL U)o Q z D Lu ° Q J w 0 N r CC Q U n 0 < rr 0- O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: A5� a. G)- - 0-- 0-7- �1T R BUILDING A West PROPOSED- ROOF PLAN SCALE 1/811 = 1 ' -0" ---o _ \J PROJ. NO DATE 7 FEB 06 REV. SHEET: A5b cf) IUL W� 00 0 �- T- w 4 - :. r Q �o o= (1) U) W cn � N "' o �- J � w � U IL w w z 0 O 11 co m 0 D w Cc = _ Z � . U �J _Z M= < d 2 z Q Q U a Ir m W I F- J I i PROJ. NO DATE 7 FEB 06 REV. SHEET: A5b cf) W CL �o o= (1) U) W � � N "' o �- J � w � � Q U U) z < 75 n D w Q J. W o � N r If Q U n 0 < � o m W I F- PROJ. NO DATE 7 FEB 06 REV. SHEET: A5b 18 17 16 15 14 BUILDING B N p T -SED ROOF PLAN SCALE 1/8" = V-011 PROJ. NO DATE 7 FEB 06 REV. SHEET: 0c). 0 LL w 0 Zz LL v J U) w c\l (Y) 0 cn J jjj LJJ (c) 't < < IL w < Z) 0 Lu co*l w U) 0 9 Q c\j cr- 't (j) Z r T- Cc 0 w Ir z < 0 c/) T- Cc EL co PROJ. NO DATE 7 FEB 06 REV. SHEET: 0 Cc 0 LL v J U) w c\l (Y) 0 J J jjj LJJ (c) 't < < z < < U) 2 < 0 z Lu Q. < w U) 0 c\j Cc < n 0 Cc 0 PROJ. NO DATE 7 FEB 06 REV. SHEET: SOUTH ELEVATION A NORTH ELEVATION A SCALE 1/8" = 1' -0" NORTH ELEVATION B SCALE : 1/8" = 1' -0" ELEVATION NOTES FLI BRICK VENEER 2❑ BRICK DETAIL El 16 "x16" CAST CONCRETE El8 "x16" CAST CONCRETE CAP 5� 8 "x8" CAST CONCRETE F 1 8 "x48" CAST CONCRETE CAP 7 28" HIGH CAST CONCRETE BASE DE.I.F.S. W El E.I.F.S. ARCH 10 E.I.F.S. TRIM 11 PAINTED WOOD BRACKETS R12 WOOD TRIM 13 TEXTURED SHINGLE ROOF 14 EXTERIOR WALL SCONCH ,�. *�j...y.. rlAj- 6" CONT. ALUM GUTTER 11-61 ALUM. DOWNSPOUT 17 f i�,'�� 18 � R19 f 1� F�•.j ELEVATION NOTES FLI BRICK VENEER 2❑ BRICK DETAIL El 16 "x16" CAST CONCRETE El8 "x16" CAST CONCRETE CAP 5� 8 "x8" CAST CONCRETE F 1 8 "x48" CAST CONCRETE CAP 7 28" HIGH CAST CONCRETE BASE DE.I.F.S. W El E.I.F.S. ARCH 10 E.I.F.S. TRIM 11 PAINTED WOOD BRACKETS R12 WOOD TRIM 13 TEXTURED SHINGLE ROOF 14 EXTERIOR WALL SCONCH 15 6" CONT. ALUM GUTTER 11-61 ALUM. DOWNSPOUT 17 PAINTED CONC BLOCK 18 EPDM ROOF APPLIED TO WALL R19 SIGNAGE BAND 20 PAINTED IRON RAILING 21 METAL CAP FLASHING C/) Q Q� LL 4u co 0 �� s F- = N - - null I III1N�� cn C/) I— W IL U w O W N U rr 0 M m LL W d _ O U) 2 z co Z co Z i � w � (10 Q `�T U c _ z < LL Q C/) Q Q� z Q O� Q r U a Cc Q n 0 Q U rr � O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: !�7 C/) W ,n - o rr 0 LL v J U) � N o �-- J � w � (10 Q `�T U z < LL C/) Q z 0 Q w cl) 0 N Cc Q n 0 Q U rr � O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: !�7 rn EAST ELEVATION SCALE 1/811 = 1' -0" BUILDING B NORTH ELEVATION SCALE : 1/8" = 1' -0" SOUTH ELEVATION SCALE : 1/8" = 1' -0" WEST ELEVATION SCALE : 1/81, = 1' -0" BUILDING B WEST ELEVATION SCALE 1 /8" = 1' -0" BUILDING B EAST ELEVATION SCALE : 1/8" = 1' -0" ELEVATION NOTES I BRICK VENEER 2� BRICK DETAIL El 16 "x16" CAST CONCRETE 8 "x16" CAST CONCRETE CAP El 8 "x8" CAST CONCRETE 66 8 "x48" CAST CONCRETE CAP El 28" HIGH CAST CONCRETE BASE ElE.I.F.S. El E.I.F.S. ARCH Fo E.I.F.S. TRIM 11 PAINTED WOOD BRACKETS n12 ffj � L�ti Y� �� •i � tg'..f•.e � t,/f i.i Vim• TEXTURED SHINGLE ROOF c♦f = � f.i A �_ -: ^ • � as !� � � 6" CONT. ALUM GUTTER 16 ALUM. DOWNSPOUT 17 PAINTED GONG BLOCK 18 ELEVATION NOTES I BRICK VENEER 2� BRICK DETAIL El 16 "x16" CAST CONCRETE 8 "x16" CAST CONCRETE CAP El 8 "x8" CAST CONCRETE 66 8 "x48" CAST CONCRETE CAP El 28" HIGH CAST CONCRETE BASE ElE.I.F.S. El E.I.F.S. ARCH Fo E.I.F.S. TRIM 11 PAINTED WOOD BRACKETS n12 WOOD TRIM 13 TEXTURED SHINGLE ROOF 14 EXTERIOR WALL SCONCH 15 6" CONT. ALUM GUTTER 16 ALUM. DOWNSPOUT 17 PAINTED GONG BLOCK 18 EPDM ROOF APPLIED TO WALL 19 SIGNAGE BAND 20 PAINTED IRON RAILING 21 METAL CAP FLASHING �o co o W Q �^ b Z .� CL U w- � 0 W UN U cr) co 0 N m cd -- W 'IT p = _ �z �cl) °0 z cn _ �- U a �_ w U Cr ° z a Q U a- U) I1 �: c/) W rro o= 1010 N Lli CY) 0 W � c) < �t Q c/)o LL � z Q D Q J w ,�t > cl) N Cc 0 a_ r a 0 U Q Cc a- O W W I PROJ. NO DATE 7 FEB 46 REV. SHEET: I CL U w- � 0 W UN U cr) co 0 N m cd -- W 'IT p = _ �z �cl) °0 z cn _ �- U a �_ w U Cr ° z a Q U a- U) I1 �: c/) W rro o= 1010 N Lli CY) 0 W � c) < �t Q c/)o LL � z Q D Q J w ,�t > cl) N Cc 0 a_ r a 0 U Q Cc a- O W W I PROJ. NO DATE 7 FEB 46 REV. SHEET: PROJ. NO DATE 7 FEB 46 REV. SHEET: 116-4-1/4' 100' -0" _ 97' -4" CROSS SECTION A -A SCALE : 1/4" = V -0" CROSS SECTION B -B SCALE : 1/4" = 1' -0" .� m • -� CROSS SECTION C -C SCALE : 1/4" = V -0" 13t W 00 0 �u��ttlllln�� W U w w W U) o v ~ v o ~ o — w �_ co CI) w _ Z W Z U <I < U Q W o LIJ cc: Q O z <Ir o � Q Q U a w n c Cn 0 CL LL (r U O Q �o< m W I 13t PROD. NO DATE 7 FEB 06 REV. SHEET: W 0 o =w co CI) w �; < < U Q LL Q O z Q w oC F- w w Cn 0 CL LL (r U O Q �o< m W I PROD. NO DATE 7 FEB 06 REV. SHEET: 123'-2-1/211 100' -0" 97' -4" 116-9-112 100' -0" 97' -4" i CROSS SECTION D -D SCALE : 1/4" = 1' -0" 0 PROJ. NO `\````��> >ttttttitttl�� ' w�' co 0 Y r z W 7 FEB 06 REV. U I w LL1 U) N O U 0 '(D O _ w 4 9 = U) Z C? U � Q J _z r co _ U w W Q co ir i U O a U) Q LL < Q Q D i� F- z O 000> � w O LL U Q n O Q i W W Z PROJ. NO W 7 FEB 06 REV. SHEET: 0 o= W co C/) W w N CY) 0 U Q LL < Q Q D F- z O 000> � w O LL U Q n O Q W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: 116' -3" 1 oo' -o" _ 97' -4"- 125' -11" 100 1-011 97' -4" CROSS SECTION F -F SCALE : 1/411 = 1' -0" SCALE 1/4" = 1' -0" `i 114 3� VJ W Cc 0 o= W c/) W o N _j Q L 0 Lj (D Q � U Q LL Q D �. z � > o w cl) F- 7�; U) fr O LL Q U cc n � O Q W W Z F-- PROJ. NO DATE 7 FEB O 6 REV. A11 l� co 0 W Q �. t � Q - U) ` ��11111 f 111U1�� F-- CL U � � 0 0 O — owc 4 z U Q @) c W cc �Q 0 U) Q i U VJ W Cc 0 o= W c/) W o N _j Q L 0 Lj (D Q � U Q LL Q D �. z � > o w cl) F- 7�; U) fr O LL Q U cc n � O Q W W Z F-- PROJ. NO DATE 7 FEB O 6 REV. A11 135' -2" 126'-4-1/2" TRUSS BEARING 125' -11" TOP OF STEEL 122' -8" WINDOW HEAD 114' -0" TOP OF CANOPY EIFS TRIM 110' -0" ENTRY HEAD 100' -0" FINISH FLOOR 97' -4" TOP OF FOOTING FOUNDATION - SEE STRUCTURAL PLAN SECTION A SCALE : 1/2" = 1' -0" 3) H PDM ROOFING SYSTEM ,VER 3" RIGID INSULATION BRIER 135' -2" E 126-4-1/2" TRUSS BEARI 125' -11 " TOP OF STEEL 122' -8" WINDOW HEAP 114' -0" TOP OF CANOF 110' -0" ENTRY HEAD 100' -0" FINISH FLOOR 97' -4" . TOP OF FOOTIN( FOUNDATION SEE STRUCTURAL PLAN SECTION B SCALE . 1/2" = V-0" iH 135' -2" :PDM ROOFING SYSTEM )VER 3" RIGID INSULATION 125' -4" TRUSS BEARING 122' -8" 123-2-1/2" 116' -0" — b T 109' -0" 100' -0" FINISH FLOOR 97' -4" TOP OF FOOTING FOUNDATION - SEE STRUCTURAL PLAN SECTION C SCALE : 1/2" = 1' -0" I )N PROJ. NO DATE 7 FEB 06 REV. SHEET: A-1 VJ O Q� pj co u d 0 Q N d' O P Q Z N %i 0 � o= c/) W � � U � � U 5 N O 0 f7 d7' < LL �jNt O 2 _ z c0 U w _z c _ Q� W U cc_ < z U Q a=. u m W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: A-1 VJ W 0 � o= c/) W � � N ch o J _,J Lu � Q U� �z Q < LL U) Q o Di Q� ,t:� w c/) 0 Cc < U a 0 < 0-o m W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: A-1 123-4" 117-2" 115' -1 -3i 4 112'-4" =�e 100' -0" FINISH 97' -4" TOP OF FOUNDATION - SEE STRUCTURAL PLAN SECTION D SCALE : 1/2" = 1' -0" DFING SYSTEM IGID INSULATION 118' -0" BRIER EIFS TRIM 114-4' BRICK TRIM — 112-4" co BRICK VENEER W/ ANCHORS @ 24" CC WALL SHEATHING 104' -8" 00 METAL CAP FLASH EPDM ROOFING SYSTEM OVER 3" RIGID INSULAi 1 0N R -13 BATT INSUL 5/8" FC DRYWALL OVER 6" MTL STUDS @ 16" CC 123-8" VARIES VARIES BRICK TRIM ANCHOR BOLTS PER CODE 102' -0" 4" CONC SLAB W/ WIRE 4" CONC SLAB' MESH OVER VAPOR BARRIER MESH OVER VF AND 4" MIN GRAN FILL AND 4" MIN GR 4 "x24" CAST STONE TRIM 100' -0" 100' -0" FINISH FLOOR '�- FINISH FLOOR oF 11 lox ol. MA 2" RIGID INSULATION /� 97' -4" TOP OF FOOTING FOUNDATION - SEE STRUCTURAL PLAN SECTION E SCALE : 1/2" = 1' -0" SECTION F METAL CAP FLASH 128' -0" PAINTED STEEL LADDER PROVIDE SHOP DWGS VARIES )ER 5 :PDM ROOFING SYSTEM )VER 3" RIGID INSULATION /ER CC R -13 BATT INSUL VARIES 111' -0" FINISH FLOOR 110' -5" TOP OF STEEL 4" CONC SLAB W/ WIRE MESH OVER VAPOR BARRIER AND 4" MIN GRAN FILL aL 100' -0" FINISH FLOOR_ Y Y r = SECTION G SCALE :1/2" = 1' -0" ..SCALE :1/2" = 1' -0" PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 3 VJ Lu Q� d' W uj 00 0 Q .r ... Q Q CE o= � If filla�``� U) W ru N "' o J � � z C) � U EL g .w W (N O U �'- w > U) 0 _ L 11 0 2 OQ � C7 = — Z cn — a' V °� Z . W Ua U Q w < :� 0 LLJ CC oU) U CL U) Q i l PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 3 VJ Lu Q CE o= � U) W ru N "' o J � � z C) � Q LL c/) Q p Z n LIJ Q .q w > U) 0 N r11- M < c) OQ CC 0-0 m W I PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 3 lb 121' -8" 119' -2" 11U-4-1/4". TOP OF STEEL 113-4 EIFS TRIM LINE 109' -0" ENTRY HEAD 100' -0" FINISH FLOOR 97' -4" TOP OF MOW' 2' -10 1/2" FOUNDATION - SEE STRUCTURAL PLAN SECTION H SCALE : 1 /2" = 1' -0" 121' -8" 119' -2" 'EM MON 115'-4 - TOP OF 113-4" EIFS TF 109' -0" ENTRY 100' -0" FINISH 97' -4" TOP OF 2' -10 1 /2" FOUNDATION - SEE STRUCTURAL PLAN SECTION, SCALE : 1/2" = 1' -0" 121' -8' WMAM 119'-4- lop Uf 113-4" EIFS TF + 102'-0" TOP OF 100' -0" FINISH 97' -4" TOP OF 2' -10 1/2" FOUNDATION - SEE STRUCTURAL PLAN SECTION J SCALE : 1/2" = 1' -0" STEM LATION 121' -8" 119' -2" 115'-2 - TOP Of * 102'-0" TOP OF L ' -0" FINISH 97' -4" TOP OF FOUNDATION - SEE STRUCTURAL PLAN SECTION K SCALE : 1/2" = V-0" PROD. NO DATE 7 FEB 06 REV. SHEET: Al cf) 1 111 111 i / /�� `````��111 �o Itza- i ao LL 0 Q �_ z - �� N cy) /mrrrlulll�a�` cD U� � U Q LL E-- `� � Q o z. D w U I 2 c/) � N 0 0 1I 1� m 0- O 0 O 2 c~n z OD Z W � w Q 2 Z Q (15 Q U a U) - ' -4 PROD. NO DATE 7 FEB 06 REV. SHEET: Al cf) W CIO o= cl) W N cy) cD U� � Q Q LL `� � Q o z. D w Q N� J W c/) � r Q U 0 < 0- O W W PROD. NO DATE 7 FEB 06 REV. SHEET: Al 4" C ME: AN[ JTTER 114' -0 -1 /2" SING PLATE ✓ER C 100' -0" IISH FLOOR 97' -4" )F FOOTIN FOUNDATION - SEE STRUCTURAL PLAN SECTION L SCALE : 1 /2" ^ 1' -0" 4" ( ME AN 22' -1 -1 UTTER VARIE: RING PLATE ✓ER 100' -0" DISH FLOOR 97' -4" )F FOOTIN FOUNDATION - SEE STRUCTURAL PLAN. SECTION— M SCALE 1/2" = 1' -0" 100' -0" FINISH FOUNDATION - SEE STRUCTURAL PLAN SECTION N SCALE :1/2" = 1' -0" EM kTION 4" COIN METAI E 4" ARRIER MI A� UTTER 124' -0 -1 /2" BEARING PLATE VER :ED 111' -0" FINISH FLOOR 110'-4-1/2" BEARING PLATE A 100' -0" FINISH FLOOR 97' -4" iOP OF FOOTIN FOUNDATION - SEE STRUCTURAL PLAN SECTION O SCALE . 1/2" = 1' -0" R -13 BATT INSUL 5/8" FC DRYWALL OVER 6" MTL STUDS @ 16" CC EPDM ROOFING SYSTEM OVER 3" RIGID INSULATION ALUM GUTTER 114' -5" TOP OF STEEL EIFS TRIM 110' -8" EIFS TRIM BRICK VENEER W/ ANCHORS @ 24" CC WALL SHEATHING ANCHOR BOLTS 1 i PER CODE IN r Q O 102' -0" 4" CONC SLAB W/ WIRE 0, TOP OF BASE MESH OVER VAPOR BARRIER AND 4" MIN GRAN FILL U) c/) W 4 "x24" CAST N cy) O U OL � STONE TRIM W 7) N 0 v ~ 100' -0" Q LL _ U)o 2 a a D FINISH FLOOR c) _ Z Z ...�".. ci) . r o-� W Q2 W 0 z Q CC CL O Q �U 2 RIGID INSULATION W — Z 97' -4" `. x� ,• . K t _ TOP OF FOOTIN t FOUNDATION - SEE STRUCTURAL PLAN SECTION- P SCALE : 1/2" = l'-O" 1 11111 1 ``````�x Q� W co u- 0 r Q O 0, rr o= U) c/) W F- N cy) O U OL � � W 7) N 0 v ~ Q LL _ U)o 2 a a D c) _ Z Z U ci) . r o-� W Q2 W 0 z Q CC CL O Q �U a U) W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 5 VJ W 0, rr o= c/) W N cy) O J J � CO Q UQ �Q Q LL U)o 2 a z D Q J w 0 N r Q U 0 � CC CL O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 5 SOUTH ELEVATION A SOUTH ELEVATION B SCALE : 1/8" = 1' -0" NORTH ELEVATION A SCALE : 1/8" = 1' -0" NORTH ELEVATION B SCALE : 1/8" = 1' -0" PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 6 VJ .� 0 o 00 0 N z N . 0 cc o= //1111111111111�� v J U) W � N CY) o c w Lij f— U� � U IL w '= Q IL W �'a Q o 0 W co O N a7 o = w W It cr- Z z co — 0o Z < U Q� O W co X W < ir cr o� T Q U M. LL a cn W Z L- PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 6 VJ W 0 cc o= v J U) W � N CY) o �- w Lij (D 't U� � z Q IL � �'a Q °z 0 W Q w 0 N Er < U n 0 < Cc 0' O W W Z PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 6 zs T EAST ELEVATION SCALE : 1/8" = V -0" BUILDING B NORTH ELEVATION SCALE : 1/8" = 1' -0" BUILDING B SOUTH ELEVATION SCALE 1/8" = V -0" WEST ELEVATION SCALE : 1/8" = 1' -0" BUILDING B WEST ELEVATION SCALE : 1/8" = 1' -0" BUILDING B EAST ELEVATION SCALE 1 /8" = 1' -0" CO. o - -_ -_ 0 _�_�_ • • .. W (j) . .r. _._._ O ``I � 0 ATTACH TO EIFS LL ATTACH TO EIFS - - = -T (/) Lli ATTACH - -- U EL w ry i :"-"= = ALUMF�M - No � �(o coF- -F �o Q � OMNI 2 U) z v °0 z U) 0 U) U ce) _ � 0 Q <> z Q cc U cj) a c(n W =3- ° I == �� ann�rr�rra�,� �� annRrr�,rr= • . = - -= —__— �� n�nrrr�•r�:: ,•>a = �� r• �m�rr.� = �—w�■ www�ww ►m�:mr� BUILDING B NORTH ELEVATION SCALE : 1/8" = 1' -0" BUILDING B SOUTH ELEVATION SCALE 1/8" = V -0" WEST ELEVATION SCALE : 1/8" = 1' -0" BUILDING B WEST ELEVATION SCALE : 1/8" = 1' -0" BUILDING B EAST ELEVATION SCALE 1 /8" = 1' -0" PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 7 CO. o W 00 0 z W (j) . .r. O ``I � 0 LL (/) Lli N CY) O U EL w W �N 0 v � �(o coF- -F �o Q � 4 2 U) z v °0 z U) 0 U) U ce) _ � 0 Q <> z Q cc U cj) a c(n W =3- W I A PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 7 CO. W LL L.L O � 0 LL (/) Lli N CY) O �< UJ Q U) � � �o Q z O Q Q� 't W :2 U) 0 N � 0 Q cf: 0— O W W I PROJ. NO DATE 7 FEB 06 REV. SHEET: Al 7 16' -611 221-011 J. 1 11 8' -8" 6' -6" \```\`�oM11I I1111//�� it " 3' -1111 11 3' -11 " 211 3' -11 " 211 3' -11" 211 211 3' -9 1 /211 II 3' -9 1 /2" 211 3' -91/211 2 3' -9 1 /2" 211 �.� E 11 41 -611 211 41 -611 i 11 3, -p„ 21f 4, -611 21' it 1 -611 211 r]II 1 0 2 6 -0 211 11-011 -0 2 2 31-011 31-011 2 �` �/o LL L G [J `�► LJ G G I_ II �, 1 II L 1 II ,I 11 I- II 11 1_ II II � 0y� 0 00 . W 0 W r s r F- ,-- W Q ALUM MUTTONS - N o \ ALUM TTONS - ALUM TTONS 0j cv ALUM UTTONS N ALUM MUTTON cv N TEMP PERED N 00 00 --r-ft A LrNr-F] 00 OD -rC!N AM[= M T-EMPERE T- T T T T N N N N 3' -0" 2-2 1 /2" 2" 31_0" 2" 2-2 1 /2" 61 -011 -4 11 - 1 L - 01 o ° b ° ° T ° TEMPERED o EMPER o ° TEMP E T PERED EMPERE TEMPERED TEMPERED EMPERE m (n 0 o ° ° U N N (V CV N W N m O 0 co TEMPERED TEMPERED- 7; EMPERE EMPERE EMPER EMPERE TEMP ED TEMPERED ° � v o i N w '1 0 = cHn L ono Z N N N N U Q J c0 U ENTRY UNIT °C Q 01 o 0 .ENTRY UNIT 3/0x7/0 ALUM, GLASS ENTRY ENTRY UNIT 3/0x7/0 ALUM, GLASS ENTRY - 3/0x7/0 ALUM, GLASS ENTRY ENTRY UNIT 3/0x7/0 ALUM, GLASS ENTRY ENTRY UNIT 3/0x7/0 ALUM, GLASS ENTRY Q `T° U a I SCALE 1/4" = 1' -0" W11 -1 /2 PR HINGES, CLOSER, SCALE 1/4" = 1' -0" W/ 1-1/2 PR HINGES, CLOSER, SCALE 1/4" - 1 0 W/ 1-1/2 PR HINGES, CLOSE W/ 1-1/2 PR HINGES, CLOSE W/ 1-1/2 PR HINGES, CLOSE SCALE 1 /4" = 1' -0" SCALE 1 /4" = 1' -0" THUMB TURN DEAD BOLT THUMB TURN DEAD BOLT THUMB TURN DEAD BOLT THUMB TURN DEAD BOLT THUMB TURN. DEAD BOLT GOO ALUM THRESHOLD 38 39 ALUM THRESHOLD 01 02 ALUM THRESHOLD ALUM THRESHOLD ALUM THRESHOLD 00 05 o 07 08 40 41 09 44 _j 31 -4" A 01 J VIII 31 -011 2" / L LUM MUTT S 3' -1011 31 -411 6' -411 -/ op 01 10 40 tL- 31_ 11 211 31_61 211 2111 31- " 211 211 61 -0,1 211 op [ f-- e 0, o ° 1 O 1 ° 1 cc_ O ENTRY UNIT 10 11 ENTRY UNIT a 9 S S 19 ENTRY UNIT 18 42 ENTRY UNIT 17 I I (D SCALE : 1/4" = 1' -0" 12 SCALE : 1/4" = 11 -011 20 21 22 (23 SCALE : 1/4" = 1' -0" 45 SCALE : 1/4" = 1' -011 U) N LU Co 0 3/0x7/0 ALUM, GLASS ENTRY 3/6x7/0 INSUL H.M. 3/0x7/0 INSUL H.M. (2) 3/0x7/0 INSUL H.M. �._._ W (D W/ 1 -1/2 PR HINGES, CLOSER, W/ 1 -1/2 PR HINGES, CLOSER, W/ 1 -1/2 PR HINGES, CLOSE F, W/ 1 -1/2 PR HINGES, CLOSE F, — ui It THUMB TURN DEAD BOLT PANIC HiARr)\HARE PANIC HARDWARE PANIC HARDWARE Cr Q ALUM THRESHOLD ALUM Tl R- ESHOLD ALUM THRESHOLD ALUM THRESHOLD z U Q G Z� 161_011 op 1 1 1 -011 Q 10 70 0 161 -611 Q J T T - CCV 7 1 U W I3' -9 1 /2" 3' -9 1 /2" 211 3' -9 1 /2" 3' -9 1 /2" 2'1 W 11 211 51_311 51_311 211 1 N 211 3' -11" 211 3' -11" 3' -11 - 6_011 v iAl C'o 0 c Q 0 ALUM UTTONS ALUM UTTONS ALUM UTTONS N N N 711 -911 211 O G I 21-911 21 co co N ALUM UTTONS p O .O T- 0 O r p CV N O O N N V C G N WINDOW 16 WINDOW 01 WINDOW 1p 11 12 WINDOW 20 21 O . SCALE 1/4" = 1' -011 SCALE 1/4" = 1' -0" SCALE 1/4" = 11 -011 SCALE 1/411 = 11 -0" 17 09 13 14 15 25 26 81 -811 81 -811 81_ 811 61_611 211 41-111 G 211 41 1 11 211 CJ V 211 41-111 211 41-111 211 G . 211 41 -111 211 41 -111 211 211 �7 -011 2" 81 -011 2„ ALUM UTTONS _ G G CV oo ALUM MUTTONS - N O , ALUM KIUTTONS cv - N ALUM UTTONS cm N N 1 CV 00 CV T- 0 CV N p O _1 r O m 1 O 00 1 CV O O PROJ. NO CV r— N O T DATE 7 FEB 06 r REV. C4 CV N CV WINDOW 22 23 WINDOW 18 WINDOW o2 03 WINDOW 04 SHEET: O O SCALE 1/4" = 11 -0" SCALE 1/4" = 1' -0" SCALE 1/4" = 11 -0" SCALE 1/4" = 1' -011 Al 8 24 19 06 07 05