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3609 Orlando Dr BC01-000666 (ROSS) (CANOPY DEMO) (A)PERMIT ADDRESS ,0l�a(--K CONTRACTOR�� -� ADDRESS cm,"I'a (' 1? 1-�,v- �ac l o� PHONE NUMBER_ PROPER`T'Y OWNER ...,Lll-) L .e) ADDRESS v PHONE NUMBEIo ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE y a a SUBDIVISION„ j , / �' PERMIT # L/ 146 6 DATE & PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE t/Cey-% UNDLOR00 KIMICO REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 287-5704 FAX (954) 977-8780 CONTACT: MARK TROMMSDORFF ic�r�u a r� u CUHACI & PETERSON ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 (40 7) 228-4220 FAX( 407) 228-4219 L'I�I(�dIIJLLI�is ENGINEERING PROFESSIONALS 1720 W. CLEVELAND STREET TAMPA, FL 33606 (813) 251-684-8 FAX (813) 251 1468 CONTACT: TERRY THOMPSON ROSS -- DRESS FOR LESS STORE PLANNING 8333 CENTRAL AVENUE NEWARK, CA 94560 (510) 505-4400 CONTACT: J01 -IN QUENSE E N ul"'WEEN101 BOWEN ENGINEERING CORPORATION 1528 VASSAR ..STREET ORLANDO, FL 32804 (407) 423-7585 FAX (407) 423-4872 CONTACT- FRED BOWEN r[RUNMR00 Harold Hart & Associates, Inc. CONSULTING ENGINEERS i> HAROLD HART & ASSOCIATES, INC. 4201 GRAY STREET TAMPA, FL 33609 (813) 287-2719 REVISION Q FAX (813) 287-5704 CONTACT: HAROLD HART u LOCATION MAP 25TH STREEI' RLANDAM O DRIVF - fl �t rr ,t .�',.� r'" �_i; :'` ii:!M, JNA y FLORIDA f r 1 �4/,'�.�.WL M .r w �. J y�... 1 3. A'.��I.,+ryh `;1, 4�,+.i:: „� 1*. i } f.; .x e s! CONSTRUCTION DOCUMENT INDEX SHEET NO. DESCRIPTION OWNER REVIEW SET REVISION ,& REVISION Q REVISION 0 REVISION Q ARCHITECTURAL. DRAWINGS Cv-1 COVER SHEET 10-06-00 11-21-00 r SP -1 ARCHITECTURAL SITE PLAN 10-06-00 A-1 EXISTING & DEMO, FLOOR, REFLECTED CEILING, AND ROOF PLAN — 10-06-00 11-21-00 A-2 EXISTING & PROPOSED ELEVATIONS 10-06-00 11-21-00 A-3 CANOPY & WALL SECTIONS 10-06-00 11-21-00 A--4 CANOPY & WALL SECTIONS 10-06-00 11-21-00 A-5 CANOPY & WALL SECTIONS 10-06-00 A-6 MISCELLANEOUS DETAILS 10-06-00 A-7 MISCELLANEOUS DETAILS 10-06-00 - STRUCTURAL. DRAINING RCS -1 STRUCTURAL PLANS & ELEVATIONS 10-09-00 RCS -2 STRUCTURAL SECTIONS & DETAILS 10-09-00 N ELECTRICAL DRAWINGS © COPYRIGHT All reports, plans, specifications, computer files, field data notes and other documents and instruments prepared by James E. Downs Jr. shall retain all cornmon law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from James E. Downs Jr. is a violation of Federal copyright laws. r 0 r (� SOUTH ORLANDO DRHVE U.B. MGHWAY 17 & 92 oik- \\ CrJ �Q 4 f C 04> -> WAL � MART LOCQ`G N OF WORW SHDF—WALIKQ pM NEW CANO NEW CONCR SIDEWALK — M 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I t 9 1 1! 1 1 1 1 1 1 j I 0 I 1 1 I 1 t 1 -- 4 N D ---------- ---------- ---------- IQ -_ _--__._ Q --- ---- --- --- --- ----- ---- --- ---- -_-- t of- .. � w.....» ...... , . I l B I i I B i 9 1 1 1 t B f I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I I I C I I 1 1! I I I I I I 1 1 1 OCHITECTURAL SITE PLAN 2 SCALE: 1" = 50'-0° Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com © COPYRIGHT All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhocl & Peterson shall retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright lows. z 1 WAL � MART LOCQ`G N OF WORW SHDF—WALIKQ pM NEW CANO NEW CONCR SIDEWALK — M 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I t 9 1 1! 1 1 1 1 1 1 j I 0 I 1 1 I 1 t 1 -- 4 N D ---------- ---------- ---------- IQ -_ _--__._ Q --- ---- --- --- --- ----- ---- --- ---- -_-- t of- .. � w.....» ...... , . I l B I i I B i 9 1 1 1 t B f I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I I I C I I 1 1! I I I I I I 1 1 1 OCHITECTURAL SITE PLAN 2 SCALE: 1" = 50'-0° Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com © COPYRIGHT All reports, plana, specifications, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhocl & Peterson shall retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright lows. z +w_ ! Q CY) C�/1 0 o N CL W (y) 0� U) (.)® [< �— -J I,.- C W u) LL O��w a -0 0W� :D z 00 Q J U 1-0 L I r 1 I 2 I 3 I 4 5 6 � 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET SP -1 rM M N m CD CD m CID r v 0 c 17 - co co 0 m co N N W D +w_ ! z CY) C�/1 o N CL W (y) W U) C [< �— C 0 a -0 0 _j :D 0 11� 0 W w g z 0U)Q U- w U w ® Z r, F-�✓ CL (y) V) (1) I r 1 I 2 I 3 I 4 5 6 � 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET SP -1 rM M N m CD CD m CID r v 0 c 17 - co co 0 m co N N W D C 43 EXISTING SIDEWALK TO REMAIN EX RE 1 ) ( 2 ) ( 3 4 5 ) ( 6 )( 7 )( 8 0 10 11 12 214'-8" I _ IL rr II —_______ -� II �`� I fr / EXISTING SIDWALK TO BE II REMOVED FROM COL. 1 I I ' I I I I II ( I II EXISTING SIDEWALK TO BE TO COL. 12 REMOVED FROM COL. 1 EXISTING I OLUMN EXISTING COLUMN TO BE I I EXISTING COLUMN TO BE TO COL. 12 TO REMAIII REMOVED EXIS INC CANOPY INCLUDING STOREFRONT REMOVED & C LUMN TO BE REMOVED EXISTING COLUMN TO t- J I I II I I I I I I I I L J REMAIN --- —� _-----_ __ -— _-------------��.-- - -----"�.------------ I-- U I \__I f EXISTING SIDEWALK TO BEEXISTING ` - - •`-- T -- / ----------------------�--- � ------ -r -- -�' �� • I / REMOVED. � / SIDEWALK TO REMAIN I I / CUT OUT EXISTING CONCRETE SIDEWALK AND \ I I / � E�CiTi CANOP"Y' DEMOLITIOW ,A RAMPS AND REPLACE WITH NEW SUBBASE, BASE, � I / / AND ASPHALT AS REQUIRED TO MATCH I / -----------------v WAL---MART SPECIFICATIONS \--------------- SCALE: 1/8" = 1'-0" \ / JA ALL.: 1/0 = I -U �% % SCALE. 1 /8" = 1'-0" 1 ) ( 2 .-A. I I o o I C �—— I - I NEW I NEW PRE --FINISHED UNE OF PARAPET PRE -FIN. vrR ALUMINUM FLASHING OVER 'WALL N ALUMINUM I E.I.F.S. CORNICE jFL7ASHIVfR )26 — — F N N 1 Q0 �► - - - - I - -- -.-.. --- EXISTIN \ PARAPE & STANDIN 1 SEAM CANOPY 40'- 2" (��4CMNOPY RPLAN 3 ) ( 4 ) ( 5 ) ( 6 )( 7 )( 8 ) ( 9 ) ( 10 ) ( 11 ) ( 12 I I I I I I I I i C1. I II - - I--- - - - - -t - -I- 0� C) W r- PROVIDE NEW REYNOLDS LUMINUM RAIN W Q 65 LL I I (j W w BUILT-UP ROOF, CANT 00 LOCK PANELS OVER 5/8" I I I J 0 VrR NEW PRE -FINISHED STRIP & FLASHING DENS GLAS3 GOLD EXTERIOR NEW PRE -FINISHED U OF PARAPET NEW PRE-FISHED NEW PRE -FINISHED LINE OF PARAPET �.y.g W ALUMINUM LASHING AT OVERLAP SHEATHING AND METAL ALUMINUMIN OVERLINE WALL ALUMINUM ALUMINUM NINC OVER WALL PARAPET WALL OVER EXIST. FRAMING E.I.F.S. i FLASHING E.I.F.S. CORNICE N W DETAIL 16/A-7. _j Q IL ®® ® Ft � CL Z LL 'I�I• I �® W C37U6 z IL a W � rU) T v� ri I I----- --- --- -- --------------- -- -------------------------- — - -- oN I I _j to LED 1 2'-15, 1 2 _ ,) 2'-6` N 34'-2' I 1 EXISTING PARAPET NA -5)'& ROOF- OOF2,_6!' 2'- 6!' 2 1 2'-6" 2'-6" 2 3 -5 2 2'-10" -3 2.3'-U' A-3 A-4 , I) 23 0 A-4 A-4�2 �f �� , )1 ,- 1) hY 5\ r A-,� 51 '- 7 1/2" -P --f LEGEND; DEM® EXISTING WALL TO REMAIN EXISTING WALL STOREFRONT SIDEWALK & ETC. TO BE REMOVED CONSTRUCTIO7, NEW FIRE RATED DEMISING WALL (NOT PART OF THIS CONSTRUCTION - SEE PHASE 1 UNDER SEPARATE PERMIT) NEW FRAME WALL WITH 1-1/27 E.I.F.S. AND SPLIT FACE CONC. BLOCK BASE Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-•4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COPYRIGHT Al reports, plana, specifications, computer files, field date, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common low, atatuatory and other reserved rlghts, Including the copyrlght thereto. My use or reproduction of this document without writton permission from Cuhocl & Peterson Is a violation of Federal copyright laws. z 0 C1. ILL 0� C) W r- d« � t`') W Q 65 LL 0W� (j W w 00 0 J U p 1 REVISION 1 111-21-00 2 3 I ' 4 I I 6 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MS/MM CHECKED MP SHEET C1. ILL 0 0 06 0 J W U W I--- 0 W LL Li 7 W i N W _j Q IL ®® ® Ft � CL Z LL 06 �® W C37U6 z IL a W � rU) T v� p 1 REVISION 1 111-21-00 2 3 I ' 4 I I 6 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MS/MM CHECKED MP SHEET EXISTING ROOF — FLASHING & FASCIA TO REMAIN EXISTING ROOF — FLASHING & FASCIA TO REMAIN EXISTING COLUMN WING WALL & STRUCTURE TO REMAIN EXISTING CERAMIC TILE BAND TO REMAIN ADJACENT CONSTRUCTION W/ EXISTING CANVAS - AWNINGS EXISTING METAL FLASHING TO BE REIWIOVED. CONTRACTOR TO INSPECT ALL WOOD BLOCKING & REPLACE AS REQUIRED EXISTING CANOPY FLASHING AND PARAPET TO BE REMOVED ALL THE WAY BACK TO T.O. EXT. PARAPET EXISTING METAL FLASHING TO BE EXISTING BLDG. STOREFRONT WALLS. REMOVED. 24'-3 CONTRACTOR TO INSPECT ALL WOOD BLOCKING & REPLACE AS REQUIRED --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ----I I I -----_-- EXISTING STANDING I I I I EXISTING STANDING SEAM METAL CANOPY I I EXISTING CANOPY TO BE REMOVED ALL I I SEAM METAL CANOPY TO BE REMOVED TO BE REMOVED I I LELECTRICAL & FIREPROTECTION TO BE I I I I I f T - FT T -I -T T -I -T T -I -T T -I -f LI7 LI T -I -T T -I -T TI -T T -I -T T -I -T T -I -T -F11 TADJUSTED TO ACCOMODATE THE NEW CANOPY -I- EXISTING CANOPY EXISTING CWINDOWS ANOPY 1I I I I I I I I I I I I I I I I I I I I I I I I I I I d 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I MOVED TO BE REMOVED TO BE I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l l l l l l l l l l l l l l l - L ------------ 1 I LI-L-LL1LI-A-L LA1-I-J-LIALI-LLI-iLI-ALLiLI-LLLA-LI -V-7::: ----- -------------- -- ----- --- ------------F- —� �_ �� — �r==-��—_� --��-- ��—=-�r-==� --� �r —_ �� _F�l ====�1 F `��--��------ -EXISTING CANOPt'CEXISTING OLUMN o °E Y I I I I I II /� II / I II , II , II II , II II II II II q II II II ,II , II I /� II /� II_ PROVILIE I NEW „ I I I I I 1COLU.MN TO BE REMOVED I I I I I lL = = — — = I II /, II /, II /, II /, II II /, II /, II /,� II /, Ii II /, II /, II /� it /, p I _ JL = — �Jl j� D00 ' 160ENING I � \ / / I I i I � (REMOVED / I I I I II II II II p II II II II q II II II II II I —II j II � -- I I I ___ _ ______ I _ Ems— __` -IL- AL —JI I� _=�l— JL --]L- �1_ �_=--IL_= -IL- -IL- IK ___ IK �___ I 1 I I! ___ _____ __ - --- ---------- - - - - - - ___---_ __ C-------__—---l�T-------------7—T-------------�_1---����--------I-7�-- --- — - T—F---- Tv ���__—T—'L_.� _�1—�—� --��-T - ------------ —LL------------- -1 1-------------�1-------------------___ —_ —_ J—�------------ L— ----- — -----1 -L--------�I� _1L—L_ �L1�------�-- - EXISTING CERAMIC TILE BAND TO BE REMOVED ('-1EXISTING DEMOLITION PARAPET CORNICE SCALE: 1/8" = 1 "0"' EXISTING CMU BLOCK WALL, TYP. DOUBLE-FACED ILLUMINATED (CENTERED) SPLIT FACE CMU BLOCK WALL, TYP. NEW CONCRETE SIDEWALK 'ROPOSED SIDE ELEVATION INTERNALLY ILLUMINATED MAIN ELEVATION LOGO SIGNAGE SEE 8/A-11 FOR EXTERIOR SIGN _ ^r T.O. NEW CANOPY 40'-0" T.O. NEW PARAPET 35'-0" T.O. EXISTING ROOF 23'0" FIN. FLOOR 0'-0" EXISTING CANOPY COLUMNS AND WALLS TO BE REMOVED ALL THE WAY BACK TO EXISTING BLDG. STOREFRONT WALL LUMTRA NGOkSI -_ 'PY SCALE 0 � 10-06-00 DRAWN Z NN MP d - V CL L.L ❑ CY) IN U I L5: 1. ALL EIFS FINISH FROM FINISH FLOOR TO 12' HEIGHT SHALL BE HIGH I M PACT SYSTEM. 2. ALL STOREFRONT WINDOWS AT DOORS AND WINDOWS WITH A QT SIMBOL TO BE TEMPERED 3. NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS EL..EVAIION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF ROSS FOR EACH OBSTRUCTION 4. EACH MAIN AND SECONDARY BUILDING SIGN MUST BE VISIBLE FROM THE CENTER PERIMETER THROUGH ATLEAST A 90 -DEGREE CONE. VISIBILITY MAY BE PARTIALLY AND INTERMITTENTLY INTERRUPTED BUT THE TOTAL SCREENING MAY NOT EXCEED 33% OF THE CONE. LANDSCAPING IS TO BE PRUNED AND MAINTAINED IN AN OPEN FORM FOR MAXIMUN VISIBILITY. EXISTING CERAMIC TILE BAND TO BE REMOVED EXISTING CONCRETE SIDE WALK TO BE REMOVED 1 U I. C.I. COLORS: (EQUIVALENT) SHERWIN WILLIANS: I 396: "PEACH CHIFFON" 2. 569: "ALMOND WISP" 3. 670: "WINTER BIRD" 4. 382: "KENYA CORAL" 5. 351: "CLOUD COVER" 6. 273: "CHINESE LANTERN" AWNING: "MEDITERRANEAN" AQUA BLOCK STRIPE (4919) S -W 1338: "MOZART MELON" 2. S -W 1340: "ALMOND WISP" 3. S -W 2423: "POLAR WHITE" 4. S -W 1337: "TOPAZ" 5. S -W 2114: "CRIS" 6. S -W 1637: "ORANGE ZEST" T.O. EXT. PARAPET 23'-3" T.O. STOREFRONT 9'- 10 1/2" PROVIDE NEW OPENING PART OF PHASE -1. UNDER SEPARATE PERMIT FIN. FLOOR Ah 0'-0" IV T.O. NEW PARAPET 30'-0" T.O. EXT. PARAPET 23'-3" FIN. FLOOR 0'.-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c--p.com 0 COFYMCl IT AO reports, plana, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci dr Peterson. Architects as instruments of service remain the property of Cuhaci dr Peterson, Architects. Cuhad & Peterson $troll retain all m comon law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci do Peterson is o violation of Federal copyright laws_ Z 200109 SCALE 0 DATE 10-06-00 DRAWN Z CHECKED MP 0 V CL L.L ❑ CY) 0< Ll1 U0 CV ❑ W `Y' cY) �CY) U) QAC) W Q U) J LL =0E U) W 0 U�< W-' o W W z z -- M w --� J U 1-0 2EL INIkyjR1to] k PROJECT NO. 200109 SCALE U) DATE 10-06-00 DRAWN Z CHECKED MP 0 Q CY) Ll1 CV ❑ L11 cY) LIJ U) QAC) 0 =0E 0 az0 o � --� LL 06 Q.0ry Z W 0U)0 z Z v J 0 LL — i 0 Z < t/l — 0 U V.J M cn � w INIkyjR1to] k PROJECT NO. 200109 SCALE AS SI ]OWN DATE 10-06-00 DRAWN MS/MM CHECKED MP SHEET A-2 D O O C5 N m @ @ m @ D N r D O C v 17- K) N OD N @ @ @ rn C0 D PRE FINISHED ALUMINUM CAP CONT. PRE FINISHED - ALUMINUM FLASHING ? FIRF RATED P.T. WOOD BLOKING E.I.F.S. OVER DECORATIVE FOAM TRIM I .w 1111110,4 1 ,.,, i A— 6 A-6 SLOPE lil�l�l�✓II�I�IIIII�IIIII�I� I�I,I,I,�I,Ill�ljl,l'I�I,II I,I11,11,1,111,1,111�1,1111 lilllllll1111111111111111111 Jill 111ri11I11'1111111111111' I�Ijlj'�Ijljlll�ljlll�ljljll I1111,1'I1I,IIIII,I,III,I,I111 jlllllll'IIIIII11111111 NII1�1�1�1�1;1�111�1�1� �� '� , III,IIIII,I,IIII '...N # 0 d - TOP OF JOIST VARIES SEE STRUCTURAL DRAWINGS N NEW STEEL JOIST (SEE STRUCTURAL DWGS.) NEW STEEL COLUMN SEE STRUCTURAL DWGS. I N NEW 1 112" 5/8" FIRE REIARDANT CDX PLYWOOD FROM CMU BLOCK UP TO 12' A.F.F. 5/8" DENSGLAS GOLD EXTERIOR SHEATING FROM 12' A.F.F. CONCRETE FILLED U P TO 12' A. F. F. (SEE STRUCTURAL DWGS) I d - NEW HIGH IMPACT 1 1/2" E.I.F.S. UP TO 12' A.F.F. (TYP.) M NEW HIGH IMPACT -� 1 1/2" E.I.F.S. Co UP TO 12' A.F.F. (TYP.) NEW HIGH IMPACT - 1 1/27 E.I.F.S. UP TO 12' A.F.F. (TYP.) 8" x 8" SCORED SPLIT FACE CMU COLUMN BASE FILLED CELLS (SEE STRUCT. DWG) kFIN. CONC. FLOOR SLAB 100'-0" r NEW REINFORCED CONCRETE FOOTING ® NEW CANOPY COLUMNS • 11 i t I I •= II II II II II II II II II II II II II II II II II II ii ii II II II II II II li ii II II II II II II II II II II II II II II II II II II II 11 1 II II II II II II II II II II II II I I I I I I I I I I I I I I I I 1 1 I I I I I I , 1 I I 1 I I I I I I I I I I I 1 � I I I I i I , I I I i 1 I I I I + I I I i i i i I I 1 I „ I I I I I I I I I I I I I I I I I I i i i t I I 1 I i I , I I 1 I I I I 1 I I I I I I I I I 1 I 1 I I 1 1 I I I I I , I I I I I I I I I I I , 1 I I I I I I I I I I I I I I I I I I I I , 1 I I I I 11 I I I i I I I I I I I I I I I I I I I I 1 1 I I I I 1 1 I I 11 II u II n u u II n n n n u n II u n Iii--• i i — t 11 I. 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MASONRY 23'-0 1_ Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com O COPYRIGHT NI reports. plans, specifications, computer fibs, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci do Peterson, Architects. Cuhaci & Peterson shall retain all common law, atatuatory and other roeorvod rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of Foderal copyright laws. z o_ 0 Un I.NL N o oQ (y r V) c(� J (y) I ` IL (y) co Q (J) J LL �W/ L.L � � Q U�� W W z z F-00 z d' Q W \ / J Yi U � /•� Y t]O �J/''� C) I � Un N o W (y V) c(� Q C) W cn =off Z o r) C) 06 L.A- o 0 C. z w Z U)0 L J O a U(�U) � Q Q UjU RF_VISION 1 111-21-00 2 I 3 I 4 5 I 6 I 7 I PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET A-3 D Ci O (/) N CID m Q ca m D m r D O c -n r --1 N OD N C-1) m 67 CD av D so 204 MW YWJ &Iw A-6 SLLOPE�71 ' a PRE FINISHED REINOLDS ALUMINUM ALUMINUM CAP RAINLOCK PANELS OVER 51T FIRE RETARDANT CONT. PRE FINISHEDCDX PLYWOOD ALUMINUM FLASHING 2" FIRE RATED 1r� rrrrri ITrrr� r� rr I I I I rrrrrri ri rrrf�i rrrr� r� rrrrr Ill, I'I III11 VIII I IIIiI I lilll 11111 I IIIIIII111111 1111 I VIII 11111 111111 P.T. 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Any N use or reproduction of this document without CD written permission from Cuhaci & Peterson Is m a violation of Federal copyright laws. m s z lug SCALE AS SHOWN 0 e CHECKED MP � l9 1 Cuhaci & Peterson z Architects D 0 W w ❑ 0< 1220 ALDEN ROAD (.)0 D < ORLANDO, FLORIDA 32803-2546 0 PHONE (407) 228-4220 --t FAX (407) 228-4219 Q Q INTERNET: www.c-p.com �W�// Lam,( n W C) 1- LU C/ zLu -, 4 Instruments of serdco prepared % Cuhacl & Petersen, Architects as instruments of service remain the property of Cuhaci & Peterson. N Architects. Cuhaci & Peterson shall retain all OD common law, statuatory and other reserved rights, including the copyright thereto. Any N use or reproduction of this document without CD written permission from Cuhaci & Peterson Is m a violation of Federal copyright laws. m s z SCALE AS SHOWN 0 DRAWN MM/MS CHECKED MP � I z N 0 W w ❑ 0< (.)0 ct J (T) � D- co (y) Q Q -j LL �W�// Lam,( L1_ W C) W 3: LU C/ zLu 00 1cq U L 0 0 i y REVISION 1 111-21-00 2 3 I 4 5 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP � I z N 0 W W _M n o Q Q L1_ X00 06 w 0U) 0 U � LLW Z E- Z o MU) L WC) i y REVISION 1 111-21-00 2 3 I 4 5 7 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET \ A-4 �fill =4 VON AVG - 6 1 Ar 00 1*4 PRE FINISHED ALUMINUM CAP If SLOPE CONT. PRE FINISHED ALUMINUM FLASHING 2" FIRE RATED P.T. WOOD BLOKING ii I E.I.F.S. OVER I DECORATIVE FOAM TRIM I REINOLDS RAINLOCK PANELS OVER 5/8" FIRE RETARDANT CDX PLYWOOD YiWw Z's I'l I i EXISTING o BUILT UP ASPHALT NEW BASE FLASHING ON AND GRAVEL ROOF R14 MIN INSULATION NEW 4 CONT. 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PRE FINISHED- —-----�"` EXISTING S,.OPE ROOF EXISTING ALUMINUM FLASHING CONCRETE SLAB FIN. CONC FLOOR S1�4 _ Af\TOP OF JOIST •z TOP OF MASONRY VARIES SEE STRUCTURAL a 123'-0 DRAWINGS ' - e J . NEW REINFORCEDII�` CONCRETE FOOTING' = EXIST, METAL DECK (SEE STRUCTURAL DWG.) METAL PLATE " 40 ANCHOR r, EXISTING CONC. FOOTING '•= a EXIST. STEEL JOIST (---2WALL SECTION �Ljcn� ,fir -i -o Cuhaci & Peterson Architects cV NEW HIGH IMPACT 1 1/2" E.I.F.S. OVER EXISTING CMU WALL UP TO 12' A.F.F. EXISTING 8" CONCRETE BLOCK WALL G I- cv EXISTING FIN. CONC. FLOUR SLAB CONCRETE SLAB REINFORCED CONC. FOOTING (-a WALL SECTION ��j SCALE: 1121) = 11-01) 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COMM IT NI reports, plana, opacificationu, computer filar, Geld dolo, notes and other documents are Instruments of service prepared by Cuhaci & Peterson, Architects as insluumente of service remain the property of Cuhoci & Paterson, Architects. Cuhaci & Peterson shall rolaln all common low, staluatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission frorn Cuhaci & Peterson is a violation of Federal copyright laws. z r j :, 0 3 w W (� X73 " �_ W U) PROJECT NO. 200109 EXISTING Q ' 0 ? BUILT UP ASPHALT CHECKED 0 06 w 00) �d AND GRAVEL ROOF 0 t z Z C~l Cr? R14 MIN INSULATION <�1 C) LL 00 TO REMAIN ®WF - W Q z zco 0 PRE FINISHED 1 '^ L i ALUMINUM CAP SLOPE -. _ _ _ ----- CONT. PRE FINISHED- —-----�"` EXISTING S,.OPE ROOF ALUMINUM FLASHING Af\TOP OF JOIST •z TOP OF MASONRY VARIES SEE STRUCTURAL 123'-0 DRAWINGS ' 2" FIRE RATED" P.T. WOOD BLOKING _ ' = EXIST, METAL DECK METAL PLATE ANCHOR r, EXIST. STEEL JOIST cV NEW HIGH IMPACT 1 1/2" E.I.F.S. OVER EXISTING CMU WALL UP TO 12' A.F.F. EXISTING 8" CONCRETE BLOCK WALL G I- cv EXISTING FIN. CONC. FLOUR SLAB CONCRETE SLAB REINFORCED CONC. FOOTING (-a WALL SECTION ��j SCALE: 1121) = 11-01) 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COMM IT NI reports, plana, opacificationu, computer filar, Geld dolo, notes and other documents are Instruments of service prepared by Cuhaci & Peterson, Architects as insluumente of service remain the property of Cuhoci & Paterson, Architects. Cuhaci & Peterson shall rolaln all common low, staluatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission frorn Cuhaci & Peterson is a violation of Federal copyright laws. z j :, 0 3 4 i W (� 0 �_ W U) PROJECT NO. 200109 � Q �Z 0 < Iia CHECKED 0 06 w 00) �d W 0 D- z Z C~l Cr? W <�1 C) LL 00 F— vi ®WF - W Q z zco 0 W J U '^ L i C'') j :, 3 4 i W (� 7 1 �_ W U) PROJECT NO. 200109 � Q �Z LIL DRAWN Iia CHECKED MP 06 w 00) �d U) 0 D- z Z C~l (� Ll,w Z J 0 F z w �LLI "�' 00 F— vi 0— 1 1 2 1 3 4 i 5 1 6 1 7 1 PROJECT NO. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET \ A-5 i ffl v0 9 _ 2j-6,� A—% y PREFINISHED SLOPE 5/8 FIRE RETARDANT -, NEW 1 1/2" E.I.F.S. , CDX PLYWOOD `°�►II II CDX—PLYWOOD UP TO 12' A.F.F. ALUMINUM CAP I �I i i i i I 1 NEW 5 8 FIRE RETARDANT • I _ A A-1 _V1 6 raga``Nea�^rwaI9qk- 7JV^eJ�La;m.�14fkr �.C� a3a ayY :La, mw ad g• t�-5,a — —^ii—\2—'�\—\\5 — \—\— \ \\\\1 , \_` 4\\ »\-� — \\ \ — \ IIi1IIII \ — \ S—rIING IIII1I�I ' A— 7 iaipl&9adla4bLWmA III1IIII(1iIIIIIII 'C`IIIII11IIIIIIIIII iIliI, NN&EEWV1r^ HIG_�9� I°ieH y \\4�)F I°M//F�U P�\ A\\ 4AC\ T 2 x P.T. / / �e °e—\ � ��_�•e ex„ +�4l__IIii�IIIIIIiII�__ >- IIiIIIeII�IiII , _— e.Wa , \\ �v \\\ \ 17 AL —i.. 7 .l. .I-. ll i Ili iI IlI iI llI iI`llI” iIlII IlIl�l�ll� "�— lIII1IIIII lI�I III e lIi;iIlII °IIIIII °�IIIIiIiIi� aa -- RE IiIiIiiI 5 - IIII1R�+ _A I 'p •L - O I III1fI K _— — &N — — E AW—_ _— _S _ T--E_E—TL" � 9l�_COLUMN WOOD BL1 1/1 E.I.F.S. +1 NEW METAL STUDS (SEE STRUCTURAL ;D➢.4 W A G1S OC�ING —) UP + FRAMING SYSTEMO A. ------------------ + (SEE STRUCTURAL DWGS) +\1 x P.T. 3 5/8 18 GA METAL 5/TW DENSCLAS COLD— WOOD BLOCKING E ERIOR SHEATING1 x P.T. STUS NEW SFEEL COLUMN —--——--—+ BACKER ROD(SEE STRUCTURAL DWGS) + + +1 WOOD BLOC ING I SEALAN + + + NEW CONCRETE FILL AROUND COLUMNBACKER ROD Till +I + (SEE STRUCTURAL NEW 8x 8» SCORED& SEALANT C, DRAWING) SPLIT FACE CMIJ COLUMN 1TMETAL STUDS SENT FRAMING SYSTEM I (SEE STRUCTURAL DWGS)NEW CONCRETE D0 (SEE STRUCT.WS.) SIDEWALK NE INT METAL STUDS LEFRAMING SYSTEM PREFINISHED F1 LER (SEE STRUCTURAL DWGS) 5/8" DENSGI S COL ALUMINUM CAP EXERIOR SHEATING 5/8 DENSCLAS bLD 5/8" FIRE SLOPE ` e ° I "" e OEIETERIOR GYPSU OLID A—J-7 RETARDANT CDX 3 5 8 18 GA VINYLSOBUARU SHEATING PLYWOOD MET. STUDS ®24O.C. UNIVERSAL IIN p (VENTED EV4'—U' E.I.F.S. OVERREINOLDS CONG ++ COLOR SNOW 00) pm ��+ RAINLOCK PANEL DECORATIVE FOAM TRIM G— I CCONTPREFINISHED + + RA(�TVERI SEEU e 4 i DRIP F SEALANT ° °a a 4 4 b e e o, .�0 0 » 0e 4*4 1" P.T. °e eWOOD BLOCKING 4. 01 1 1/2 E.I.F.S. E//GOLDK__1_�TYPICAL,CORNICE T I TER OR GYPSUM BD. r COLUMNSECT10"M CANOPY CLUSECTIOW CANOPY SCALE: N.T.S. SHEATING SCALE: 1" 1-0" SCALE: 1" 1-0" 6" METAL STUDS FRAMING SYSTEM + PANELS I+ +I 1+ A-7 5/8" FIRE RETARDANT CDX PLYWOOD NEW I + A Ni Baaaa�as amaam as , a : s amm �:., 11Z' E.I.F.S. +1 REINOLDS RAINLOCK PANELS OVER 5/8 +PREFINISFED SLOPE 5/8' FIRE RETARDANT FIRE RETARDANT ALUMINUM CAP CDX PLYWOOD CDX PLYWOOD r—r—r EXISTING 8" CMU 2" FIRE RATED CONT. PREFINISHED -114, u"BLOCK WALL META STUDS T. WOOD 13LOKING -------------P: ---------— — — RONOLDS ALUMINU NEW 8x 8 SCORED FRAMING SYSTEM SPLITFACE CMU COLUMN EXISTING SEALANT RAINLOCK PANELSBASE FILLED WITH (SEE STRUCTURAL GSBUILT UP + + T)1" FIRE RATED ++OVER 5/9' FIRE CONCRETE (SEE STRUCsas aurNEW BASE FLASHING ON ASHPHALT P.T. WOOD BLOKING N NEW BASE CANT STRIP RETARDANT CDX w 4 CONT. STRIP AND GRAVEL PLYWOOD & 30LB. ROOFFELT PAPER N EXISTING SLOPE ROOF 4j EXISTING SLOPE ROOF EXISTING CONCRETE SLAB EXISTING + _______— ROOF OVER + METAL DECK —--- ------F.I.F.S. OVER :am skes saul;1 DECORATIVE FOAM TRIM I , EXISTING CONCRETE BEAM :11 =a � snesx raa gip NEW REINFORCED 5 8 DENSCLAS D TST. METAL DECK + (SEE STRUCTURAL)Irl � �16 4 EXIST. STEEL JOIST EXrERIOR SHEAT CONCRETE FOOTING e ° 4 A e e e e610 ♦a 4 e 4 a a q 4e.4` e1 1/2" E.I.F.S. MEFAL STUDS e e' ° °d FRAMING SYSTEM 4 (SEE STRUCT. DWGS) CONIC. FOOTING C'TION Y " 0% A N P Y R0% 0"' F wDE TAILEXISTING 8" CMU BLOCK WALL LC SCALE: 1 1-0" SCALE: .1/ 1-0" EXISTING E BACKER ROD VI RIGID ROOF INSULATION & SEALANT OVER 1-1/2" METAL NEW STOREFRONT DECK WINDOW SYSTEM EXISTING NEW 8"x 8" SCORED NEW PRECAST BUILT UP ASPHALT SPLIT FACE CMU WINDOW SILLS AND GRAVEL ROOF COLUMN BASE TO REMAIN PRE FINISHEDBEYOND NEW HIGH IMPACT ALUMINUM CAP2 TYPICALCORNICETYPICAL CENTER TSECTION 1 1/2' E.I,F.S. _ SLOPE CONT. PRE FINISHED EXISTING SLOPE ROOFSCALE11-0" SCALE: 1" 1-0» r ALUMINUM FLASHING NEW BACKER ROD SEALANT NEW 8" CONCRETE BLOCK KNEE WALL BACKER ROD &SEALANTral NEW CONCRETE SIDEWALK A—!EXISTING 2 P.T. CONCRETE SLAB WOOD BLOKING 4 NEW BASSrON NEW CONT. TRP 4 e n 4elu 117,11 &N m1krnEUM Ul-11 W44 h.&A =1 Bm wxiuq wad vainugul X4:W"IA WufD+)+1 4 NEW JOINT =4 vsn: Ma aa =m aua ax ms am ; aa asar uxy �mrxss ��� FILLER NEW 1 1/2' E.I.F.S. R DECK - 7 I u`r,a—m ----1IIIIIIIIIIIIIII IIiIilII1II1IIII i'ilI1III1IIIII lII1IIIIIIIiIII1I .res,„;• \ \\ \\\ I(IIIIII \++ +III111II IIIIII III111 I(I ., •u � A1-1 7 EXIST_ 8CM U __— EXSITING METAL BLOCK WALL 5/8” FIRE RETARDANT FINISHED 5/8" FIRE RETARDANT REINOLDS ALUMINUM PREFINISHED 1P.T. SLOPE EXISTING STEEL JOISTALUMINUM CAP CDX—PLYWOOD RAINLOCK PANELS CDX PLYWOOD e ALUMINUM CAP WOOD BLOCKING eOVER 5/8" FIRE RETARDANT 4 CDX PLYWOOD & 27 P.T. e2" FIRE RATED s_oPE 30LB. CONST, PAPER WOOD BLOCKING --- — — — —— --- — — — CONT. PREFINISHED 4 ' 4P.T. WOOD BLOKING —_ ALUMINUM FLASHING a CONT. PREFINISHED — — —— — — — — — — — — — e \ F77-1 EXISTING CONCRETE ALUMINUM FLASHING— I+ +I SEALANTffFOOTING — — ————— — SEALANT + +1" FIRE RATED + N 3 5/8" 18 GA METAL P.T. WOOD BLOKING STUDS 24' O.C. 9 COLUMON SECTION CANOPY r12 C� IL 1P.T. i 1„ si I i SCALE: 1" 1-0" WOOD BLOCKING + 5/8" SCALE: � CDX PLYWOOD E.I.F.S. OVER :a ssa �a :amu u49s wawa aes u«o. :aa n.a aujsusx�3 L x1DECORATIVE FOAM TRIM E.I.F.S. OVER X8COLDDECORATIVE FOAM TRIM EERIOR SHEATING wa ss xQ1 mile "am uawa stes i n'a nr1 1 1/2, E.I.F.S. 1 1/2 E.I.F.S. + r Oil, METAL STUDS FRAMING SYSTEM (SEE STRUCT. DWGS) 51W DENSCLAS GOLD EXTERIOR SHEATING T++1REINOLDS RAINLOCK ALUMINUM PANELS OVER 30 LBS. a`° " CONSTRUCT. PAPER 10 F v A-7 4 PARAPET CTI N @ CANOPY 6 TYPICAL CORNICESECTION 6 RI F + SCALE: 1" = 1'--0" SCALE: 1" = 1'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803--2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ®coryrnicllT NI reports, plans, apecificelione, cornputer flles, field data, notes and other documents are Inatrumonte of service prepared by Cuhoei & Peterson, Architects as instrumenta of service remoin the properly of Cuhoci & Peteruon• Architecta. Cuhocl & Peterson aholl retain oil common law, atatuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson la a violation of Federal copyright Iowa. z 0 0 1� U) CL l ct 0 0 < C� 0 U!®< CL C� p� /J</ v� LL ryry _j 00 U W cq W W cq w 00 LU cj� < Q �® `REVISION 1 1 2 1 3 1 4 5 1 � I 7 L PROJECT NO. 2.00109 SCALE AS SHOWN Di 10-06-00 DRAWN MM/MS CHECKED MP SHEET A-6 e Aoi m un 1� U) l fie. _j W U!®< ryry _j 00 �LL W cj� < Q �® U) 0 w z LU < I- o avj w `REVISION 1 1 2 1 3 1 4 5 1 � I 7 L PROJECT NO. 2.00109 SCALE AS SHOWN Di 10-06-00 DRAWN MM/MS CHECKED MP SHEET A-6 e Aoi m un Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.corrt 0 COPYRIGHT All reports, pians, specifications, computer files, fisld data, notes and othor documents ore instruments of service propored by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson *boll retain oil common low, stotuotory and other reserved rights, including the copyright thereto. Any uae or reproduction of lhla document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. z 200109 ^c- 0 A- LO 10-06-00 1/4!' x 2" ALUM. FLAT DRAWN (') 0 MP J 0- BAR SCREWED TO x 0< _C) U) (-) 1 1/2" E.I.F.S. i a� W INTERIOR OF DOOR w Lj. 0LL]� W LU 0 FRAME W/ 2 FLAT Z Z coLU J U LO 51 HEAD SCREWS ® EA. END FINISH TO MATCH 5/8" DENSGLAS GOLD EXTERIOR SHEATING I I DOOR FRAME TOVERIFY NEW METAL STUDS FRAMING SYSTEM SECURED EXISTING 8' CMU I PpVEMENTOFIN. GRADE PRIOR TO PLACEMENT TO EXISTING BLOCK WALL BLOCK WALL NEW METAL STUDSOF RAMP. (SEE STRUCTURAL DWGS) FRAMING SYSTEM ul+ 6 a.+ (SEE STRUCTURAL DWGS) AJ ­7 EXTERIOR SALES SIDE NOTIFY ARCHITECT IMMEDIATELY IF RISE EXCEEDS 6". 1/4„ MIN. CLEAR 6 TEMPERED GLASS Ny - (CLEAR-' EXCEPT TO _ - SUMBRELLA AWNINGS o, MATCH EXISTING WHERE `�-- 6" MAX.-----�` oe� MEDITERRANEAN/AQUA BLOCK _I OCCURS SOLAR NEW HIGH IMPACT STRIPE ( STYLE # 4919), `- BRONZEATSOUTH AND _ 1 11Z' E.I.F.S. ro WEST EXPOSURE -4 ri EXPOSED t = d 5/8" DENSGLAS THRESHOLD MUST BRIDGE - AGGREGATE CONCRETE r=L -- GOLD EXTERIOR - JOINT o FINISH ON RAMP SHEATING .- &SIDE SLOPES. SLOPE 1:15 MAX. x Q PAINT TOP & FACE OF CURB LC -4 TWO COATS SLIP -RESISTANT NEW 8"x 8" SCORED NEW METAL STUDS NEW METAL STUDS RUNNER PAINT. 6" MAX SPLITFACE CMU COLUMN FRAMING SYSTEM SECURED TO NEW COLUMN BASE BASE FILLED WITH (SEE STRUCTURAL DWGS) (SEE STRUCTURAL DWGS) CONCRETE (SEE STRUCT) ¢,, ". 4 4 - C LUPI SECT10"'NP CANOPY - STOREFRONT DOOR SECTION'�2 Sll"'EWALKTAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NEW ALUMINUM 1 1/2" FRAME FOR SUMBRELLA _ 6 A-7 AWNINGS SYSTEMS — 26" O.C. JOIST SPACING SOFFIT FRAMING, `I AT ACCESS DOOR ONLY �` (SEE STRUCT.) NEW METAL STUDS NEW HIGH IMPACT 1 1/2" E.I.F.S. — — FRAMING SYSTEM SECURED TO NEW SPLITFACE COLUMN BASE NEW CONCRETE FILL AROUND STEEL COLUMN- UP TO 12' .I A.F.F. BLOCKING (SEE STRUCTURAL DWGS) (SEE STRUCTURAL DWGS) - I LOCKABLE SOFFIT ACCESS _ „ EXISTING 8 CMU - DOOR BLOCK WALL NEW HIGH IMPACT I + + + 5/8 FIRE RETARDANT 1 1/2" E.I.F.S. CDX-PLYWOOD 1 x METAL HAT CHANNEL -_ NEW STEEL COLUMN UP TO 12'-0" A.F.F. I + + I + - I - - - (SEE STRUCTURAL DWGS) - - -- -- I to NEW METAL STUDS + — — — - L <, , 4 ", _ e " a " " ®® �/ C4`®N P AM I ECTI TAH BACKER ROD & I SEALANT I + + I + FRAMING SYSTEM (SEE STRUCTURAL DWGS) _ --------_.------- -_ .4 I = I " 4 NEW HIGH IMPACT---- 1 + VENTED VINYL SOFFIT — 00 4 ° q , v d ; = 1 1/2" E.I.F.S. SCALE: N.T.S. `- Iffimmv n a A < `' - - — a MORTAR SLOPE FINISH a) a _ 4 It A CA a, , — " OVER SPLITFACE CMU — 4 I 4: a 4 a a" 4 a — 4 " 4 — 4 4 4 " 5/6' FIRE RETARDANT A d a4 A 4 4 " , _ 11 _ CDX-PLYWOOD - 1 1/2 E.I.F.S. i A ,' ; ,r „ NEW 8 x 8 SCORED -_ L KI SPLITFACE CMU 9�,T -- _ -_ -- — -- - - - - - - - - - - - 5/8" DENS—CLAS COLD i ✓ i ,% SCALE: N.T.S. - _ - � � , f, Y)�514 ---------------- EQ. 01 EQ. MTL STUD FRAMING j x i ori NEW 8"x 8" SCORED » NEW METAL STUDS RUNNER SEE STRUCTURAL ��' i x x,/i° SPLITFACE CMU COLUMN BASE FILLED WITH 4'-8 SECURED TO NEW COLUMN BASE (SEE STRUCTURAL DWGS) j ,' i I i METAL STUDS FRAMING SYST. CONCRETE (SEE STRUCT) ,' -.��,__.-s _ a-------------- ------ ANCHORD DIRECTLY TO ETE BLOCK. CONCRETE BLOCK. I (SEE DWGS) BLOCK 3/4" MTL. TRIM REVEAL 1 METAL HAT CHANNEL — _CONCRETE — — I V—T "FRY REGLET" OR EQ. I * * j 2 COLLI SECTIONP CAN"OPY('--5�CANAOVYSECTION L®CK E.I.F.S. TRANSITION SCALE: N.T.S. SCALE: N.T.S. SCALE: 2" - V-0" - - - - -- - - -- -- - -- -- . P.T. wooD NAILER `- - WOLVERINE TRIPLE 4" SOLID UNIVERSAL FINISH VENTED EVERY 4'-0" E.I.F.S. SYSTEM (COLOR SNOW 800) • - OVER 1 1 /2" 4 INSULATION —J a BACKER ROD & SEALANT NEW METAL STUDS ° METAL AWNING'S 1 1/2" [� E.I.F.S. SYSTEM 1 1/2" INSULATION FRAMING SYSTEM SECURED EXISTING 8" CMU ° ALUMINUM TUBE E.I.F.S. SYSTEM TO EXISTING BLOCK WALL BLOCK WALL 4 , 4 PREMANUFACTURED FRAME,OVER / » 1 1 2 (SEE STRUCTURAL DWGS) INSTALLED PER MANUFACTRER'S INSULATION ° RECOMENDATION CANUO"FY SECTION' / ALL _ - _ - — — — — -- TYPICAL BOLT, 3 4/ / 3 4" / SCALE: N. �.S. - — — _ — NUTS &WASHERS - Hill - "- — = NEW HIGH IMPACT 1 1/2" E.I.F.S. 4 A _ TYPICAL EXPANSION BOLT DIRECTLY TO MASONRY WALL d I - - - 4 4 4 3"x 3" ALUMINUM ANGLE 2 REQUIRED PER FRAME AS A � A-7 HATCH MFGR'D BY DAIKEN—HATCH NZWC24A OR APP.EQ. PAINT TO MATCH 5/8" DENSGLAS ° FEF1— __ GOLD EXTERIOR a 4 PER MANUFACTURER'S RECOMENDATION. A CEILING (COLOR WHITE) �I _ — SHEATING EXISTING MASONRY TYPICAL 2' REVEAL ewe BLOCK WALL 4 — FILL VOID WITH E.I.F.S. WALL' 4 4 NEW 8"x 8" SCORED SPLITFACE CMU COLUMN NEW METAL STUDS FRAMING SYSTEM NEW METAL STUDS RUNNER SECURED TO NEW COLUMN BASE v 4 --- — '. ------- BASE FILLED WITH (SEE STRUCTURAL DWGS) (SEE STRUCTURAL DWGS) CONCRETE (SEE STRUCT) 2'-0"x 3'-0" CANOPY ACCESS HATCH, SEE --- WOLVERINE TRIPLE 4" ----/ SOLID UNIVERSAL FINISH PLAN FOR LOCATION VENTED EVERY 4'-0" (COLOR SNOW 8U0) C L(3"TIN CAN YK'­6�AWNINOCSSUPPORT TILrio-�REVEAL DETAIL 15 ACC S ATC TIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NEW BAC ER ROD--------_ NEW STOREFRONT REYNOLDS RAINLOCK PANELS & SEALAN �---�� WINDOW SYSTEM i N EW P R ECAST WINDOW SILLS z I CONT. ALUMINUM REYNOLDS RAIN LOCK NEW 8" 8" SCORED I FLASHING CHAMFER TOP TO DRAIN RI PANEL PANE SPLIT F CE CMU COLUMN BASE '-' 30LB, CONST. PAPER MUST BE WATERPROOF BEYOND = NEW HIGH IMPACT ( I CAULK W/ 1 1/2" E.I.FS, BUILT UP ROOFING ELASTOMERIC SEALANT I 5/8" FIRE RETARDANT i ANGLE CLAMPING BAR W/ NEW 8" CONCRETE I I CDX PLYWOOD SLOTTED ANCHOR HOLES — BLOCK KNEE WALL I.' FASTENED IN — I / I I METAL STUDS FRAMING SYSTEM EXISTING ' o_ EXPANSION SHIELDS � I I BUILT UP COMPRESSIBLE - I I BASE FLASHING ON ASHPHALT ELASTOMERIC TAPE TO cv I 4 CANT. STRIP AND GRAVEL SPAN IRREGULARITIES -- ROOF I- EXISTING SLOPE ROOF SEAL TOP OF SYSTEM W/ FABRIC TAPE AND I + + I MASTIC NEW BA KER ROD -----,,,_ SEA NT I- I -- FIBER CANT STRIP- FASTENERS APPROX. r, 8 O.C. EXISTING I + -�- I SET IN BITUMEN MASTIC CONCRETE SLAB 2x WOOD P.T. BLOCKING 2" NOMINAL - - v " a n 4 p Q an 4 a — ° 4 a r/ EXISTI G 4 ° — 41 4 v n ° ROOF OVER ATTACH WOOD NAILER — v 3'-0" OVERLA METAL DECK TO WOOD BLOCKING W/ OVER EXISTING APPROVED METHOD NEW CONCRE � " NEW JOINT SIDEWALK FILLER 7 FLA HIN TAiL ESP. J INT KNEE WALL SECTIN CANOPY 1 NEW CAN"OP"Y EXIST. ROO'OF DETAIL SCALE: N.T.S. SCALE: 2" = V-0" SCALE: 2" = V-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.corrt 0 COPYRIGHT All reports, pians, specifications, computer files, fisld data, notes and othor documents ore instruments of service propored by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson *boll retain oil common low, stotuotory and other reserved rights, including the copyright thereto. Any uae or reproduction of lhla document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. z 200109 ^c- 0 AS SHOWN LO 10-06-00 DRAWN (') 0 MP J 0- o x 0< _C) U) (-) 0 a� W W w Lj. 0LL]� W LU 0 Z Z Z coLU J U LO 1 2 I 3 4 I 5 I s I 7 PROJECT No. 200109 ^c- SCALE AS SHOWN LO 10-06-00 DRAWN (') � LJJ MP J � x 0 _C) U) W W z 0') H U w C) Z ~ U) Uj 1 2 I 3 4 I 5 I s I 7 PROJECT No. 200109 SCALE AS SHOWN DATE 10-06-00 DRAWN MM/MS CHECKED MP SHEET A-7 M GO I ro m t�7 A V f O, c� t -v f � I W 1 • m co N lv 00 r I la f ELECTRICAL {� I c ' MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING F1 I r � U I I I L - - - - -- - - - - - - --- -- - - -- -- - - - n n n n I I I I I H H H H I I U u u u I I b c� L-16 L__ J I -J I I I i (ON L-__________ ROSS PANEL) I I I I I 1 I I I I I L-18 I I I (ON ROSS -----PANEL�L------------------- _-- ---I--- ------ ---------- -------------- ----------------- I I I I I I ----------------- I I I I I ILLUMINATED NICHE. DUAL TUBE 15MM 3500K NEON (WHITE) LIGHTING PLAIN SCALE., 1/8"=V-0" ----------- ELECTFR"ICAL LEGEND ELECTRICAL SPECIFICATIONS 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING BATTERY POWERED EMERGENCY LIGHT OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH WITH OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EdLAPMENT, MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS, DOUBLE POLE SWITCH, MOUNT 48" A.F.F. U.O.N. WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND THREE-WAY SWITCH, MOUNT 48" A.F,F. U.O.N. © WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE 20. NOT USED MOTOR RATED SWITCH ABOVE MENTIONED CODES. DUPLEX RECEPTACLE, MOUNT 18' A.F.F. U.O.N. Q DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER HEIGHT U.O.N. 21. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT Q SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, SHALL NOT BE USED. Im OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN 21,1, TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD CONDUIT CONCEALED IN WALL OR ABOVE CEILING WITH 2 #12, 1 #12 HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O,N. - ` CONDUIT CONCEALED BELOW FLOOR SLAB OR FINISHED GRADE WITH DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. W Q 1- WORKMANLIKE MANNER, THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF 21.2• ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED DISCONNECT SWITCH THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. ON ALL PANELS AND SWITCHGEAR, PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING Z. NON-FUSED; INDICATES PANEL NAME, VOLTAGE AND AMPERAGE. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL Pc PROGRESS OF CONSTRUCTION. SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S DAMAGED THEREBY. SCHEDULE. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID WP PROPERTY DAMAGE FOR THE DURATION OF THE WORK. GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C, THERE SHALL BE NO TYPE 'NM', 'MC', ELECTRICAL ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR EWC NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE AIR HANDLING UNIT N.T.S. NOT TO SCALE ACC -CU CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED, EXPOSED TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND ON ROOF. TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 00 208V SYSTEM 480V SYSTEM PHASE SEQUENCE 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL NEUTRAL -WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM z BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT r) THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 PHASE B - RED PHASE B - ORANGE TO BACK N W _ AND LARGER TO BE STRANDED. PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL 25. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC FIRE RATED WALLS, CEILINGS, SLABS_, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY PAINT, KOPPER NO, 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL STANDARDS. SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS SECURITY, ETC,) PROVIDE TWO (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK --MAKE, QUICK -BREAK TYPE. SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/ PROOF, ETC.), ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS 27, CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE CLASS L. BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE REQ TO INDICATE FIELD CHANGES. MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND AND BECOME PROPERTY OF THE ARCHITECT. PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE A. SWITCHES: LEVITON #CS61 -20I CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE B. RECEPTACLES: LEVITON #BR20-I CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR C. COVER PLATES: SMOOTH PLASTIC PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY 15. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR PROPER WORKING ORDER. ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 30. CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF THE PROPOSED SITE LIGHT FIXTURE PACKAGE A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWING. ALL PROPOSED CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE SITE FIXTURES SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE SITE FIXTURE IS NOT CONSIDERED EQUAL BY THE 17. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. ALTERNATE SITE FIXTURES SHALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. INCLUDE A COMPUTER GENERATED POINT -BY --POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THISDIAGRAM 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. I I I L - - - - -- - - - - - - --- -- - - -- -- - - - n n n n I I I I I H H H H I I U u u u I I b c� L-16 L__ J I -J I I I i (ON L-__________ ROSS PANEL) I I I I I 1 I I I I I L-18 I I I (ON ROSS -----PANEL�L------------------- _-- ---I--- ------ ---------- -------------- ----------------- I I I I I I ----------------- I I I I I ILLUMINATED NICHE. DUAL TUBE 15MM 3500K NEON (WHITE) LIGHTING PLAIN SCALE., 1/8"=V-0" ----------- ELECTFR"ICAL LEGEND M �---1 FLUORESCENT LIGHT FIXTURE, LETTER jj IDICATES TYPE � EXIT LIGHT (ARROW INDICATES DIRECTION) FEATURE ARCHITECTURAL LIGHTING, APPROVED CENTER STANDARD OR BATTERY POWERED EMERGENCY LIGHT Sa SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHT WITH CONTROLLED, MOUNT 48" A.F,F. U.O.N. S2 DOUBLE POLE SWITCH, MOUNT 48" A.F.F. U.O.N. S3 THREE-WAY SWITCH, MOUNT 48" A.F,F. U.O.N. © DIMMER SWITCH, WATTS AS NOTED, MOUNT 48' A.F.F. U.O.N. S M MOTOR RATED SWITCH DUPLEX RECEPTACLE, MOUNT 18' A.F.F. U.O.N. Q DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER HEIGHT U.O.N. 'LUMARK' 150W HPS LAMPS QUADRAPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. ! ' 30A 10, 25OV. RECEPTACLE, AMPS AS NOTED, MOUNT 18" A.F.F. U.O.N, Q FLOOR MOUNTED DUPLEX RECEPTACLE JQ JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) In DEVICE AS NOTED Im LIGHTING OR POWER PANELBOARD CY7 CONDUIT CONCEALED IN WALL OR ABOVE CEILING WITH 2 #12, 1 #12 CnU_ E.G. CONDUCTORS IN 1/2" CONDUIT MIN. U.O,N. - ` CONDUIT CONCEALED BELOW FLOOR SLAB OR FINISHED GRADE WITH LU 2 #12, 1 #12 E.G. CONDUCTORS IN 3/4" CONDUIT MIN. U.O.N. LL]� 3: CONDUIT EXPOSED ON WALL OR CEILING WITH 2 #12, 1 #12 E.G. W Q 1- CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. `CI DISCONNECT SWITCH 100/3/60 TIG *DE* IALOMEFUNS INDICATES Z. NON-FUSED; INDICATES ® CONTACTOR (AS NOTED) Tc TIME CLOCK Pc PHOTO -CELL MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT (HORSEPOWER INDICATED) THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED TQ INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" V CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. TELEPHONE BACKBOARD WITH #S CU. GROUND (SIZE AS NOTED) ABBREVIATIONS EG.: EQUIPMENT GROUND NL NIGHT LIGHT IG ISOLATED GROUND C/T CURRENT TRANSFORMER WP WEATHERPROOF EX EXISTING DEVICE EM ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR EWC ELECTRIC WATER COOLER AFG ABOVE FINISH GRADE E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED A/H-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE ACC -CU CONDENSING UNIT EC EMPTY CONDUIT RTU ROOF TOP UNIT NOTE: MOUNTING HEIGHTS NOTED ARE TO CENTERLINE OF DEVICE SHOWN. U.O.N. r------------- --- -- -- fiJ ---- -- I I ------------------------------------------------ CONNECT ------- I CONNECT TO CKT. A-7 ON ADJACENT TENANT PANEL s Cuhad & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx-pxom d ®COPYRIGHT NI reports. plana speclficatlons, computer flies, field data, notes and other documents ora Instruments of service prepared by Cuhacl & Petaraon, Architects os Instruments of service remain the prop•rty of COW & Paterson, Architects. Cu acl & Paterson aholl retain all common law, atatuatory and other reserved rights, Including the copyright thereto. Any use or reproduction of this document without written permission from COW & Peterson Is a riclation of Federal copyright laws. LI HTI PLAN LEGEND � K:�7 FEATURE ARCHITECTURAL LIGHTING, APPROVED CENTER STANDARD OR IF NOT OTHERWISE SPECIFIED, NOVA MODEL #071938-B, QUARTER SPHERE SCONCE WITH 100 -WATT MH LAMP AND FACTORY FINISHED SHELL TO MATCH FASCIA COLOR O EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' 150W HPS LAMPS ON PHOTO CELL, SHIELDED WHERE NOTED. Q EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' 150W HPS LAMPS ON PHOTO CELL, SHIELDED WHERE NOTED. 0 r------------- --- -- -- fiJ ---- -- I I ------------------------------------------------ CONNECT ------- I CONNECT TO CKT. A-7 ON ADJACENT TENANT PANEL s Cuhad & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx-pxom d ®COPYRIGHT NI reports. plana speclficatlons, computer flies, field data, notes and other documents ora Instruments of service prepared by Cuhacl & Petaraon, Architects os Instruments of service remain the prop•rty of COW & Paterson, Architects. Cu acl & Paterson aholl retain all common law, atatuatory and other reserved rights, Including the copyright thereto. Any use or reproduction of this document without written permission from COW & Peterson Is a riclation of Federal copyright laws. Harold Hart &Associates, Istt . CONSULTING ENGINEERS 4201 Wast Gray Street : Tampa, Florida 53603 Telepnone (313) 287-2719 Fux (813) 26%-5704 E8 #0004221 0_ PE #17286 REVISION PROJECT N0, 200110 SCALE AS SHOWN IDATE OCTOBER 6, 2000 DRAWN ATM CHECKED SHEET E-1 0 1 rvo0 rrUj v) 0- U. Q 0 0 � CY7 Lu CnU_ LU c) LL]� 3: <1 W Q 1- 00 w J U Cid LO Harold Hart &Associates, Istt . CONSULTING ENGINEERS 4201 Wast Gray Street : Tampa, Florida 53603 Telepnone (313) 287-2719 Fux (813) 26%-5704 E8 #0004221 0_ PE #17286 REVISION PROJECT N0, 200110 SCALE AS SHOWN IDATE OCTOBER 6, 2000 DRAWN ATM CHECKED SHEET E-1 1 rrUj v) 0 Z. e� 1 0C) 0 - 0 00 a 60 z w U LLJ Oam r) N W _ Harold Hart &Associates, Istt . CONSULTING ENGINEERS 4201 Wast Gray Street : Tampa, Florida 53603 Telepnone (313) 287-2719 Fux (813) 26%-5704 E8 #0004221 0_ PE #17286 REVISION PROJECT N0, 200110 SCALE AS SHOWN IDATE OCTOBER 6, 2000 DRAWN ATM CHECKED SHEET E-1 L/\I01111IV IYIn11V 1\VVI 'd9V tr-UUIIMV IV II IL t-LIVII, I VLLI YILLU IV U-Al,)1114U DECK EDGE ANGLE & TO W27 BEAM ® FRONT. TS6x3x1/4 0 6'-0" o.(,- i.e. 1N LINE W/ THE EXISTING BAR JOISTS OF THE EXISTING MAIN ROOF ADDITION TO THE PEMT. FULLY WELD TO EXISTING DECK EDGE ANGLE & TO W27 BEAM @ FRONT. STRUCTURAL PARTIAL PLAN SHOWING FROM WALL CANOPY RENOVATION A 6'-0" SQUAREx18"DEEP min. CONC. FTG. SEE DETAIL "C"/RCS2. N.T.S. SPECIALTY, PRE ENGINEERED METAL TRUSSES "PEMT." FOR CANOPY & FACADE FRAMING MIN. 20 GAGE 16"o.c. max. SPACING, SUBMIT TRUSS PACKAGE SIGNED & SEALED BY A FLORIDA REGISTERED P.E., SHOWING DESIGN LOADS & REACTIONS & SHOWING THE # & TYPE/HURRICANE CONNECTORS FOR REVIEW. (TYPICAL CANOPY TRUSSES U.O.N.). SEE NOTES ON LIGHT GAGE COLD FORMED FRAMING ON S-3, COORD. W/ A r'1r%l .-A. —.1— --- — I . I -'.I-'— —---- X11 — --. — r1. 11-1 — n — .-ti — r 1u. ALL ULiHiL k, Kau )Z. T.O. EXT. PARAPET 23'-3" FIN. FLOOR 01_0» B STRUCTURAL FRONT ELEVATION RCS1 THESE STRUCTURAL DRAWINGS REPRESENT A RENOVATION OF AN EXISTING BUILDING. UNANTICIPATED FIELD CONDITIONS MAY BE UNCOVERRED DURING CONSTRUCTION. CONTRACTORS BIDDING ON THIS PROJECT SHALL PROVIDE BIDS W/ MAJOR STRUCTURAL ITEMS BROKEN DOWN & PROVIDED WITH UNIT BID PRICES SHOWING BID PRICE FOR MATERIALS & LABOR FOR THE MAJOR STRUCTURAL ELEMENTS, i.e. STRUCTURAL FOOTINGS (INCLUDING CONC. & REBAR), STRUCTURAL STEEL (INCLUDING ERECTION), MASONRY, PERFORMANCE ENGINEERED METAL STUD CANOPY TRUSSES & FACADE & ALL OTHER ,MAJOR, STRUCTURAL ITEMS. u; 1 . Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET. www.c--p.com 0 COPYMGK All rsporta, plum, epociflwtiorla, wmputsr files, field data, notes amp! other documente an instruffmN of service prepared by Cuhad h Peterson, Architects as Inatrumenin of service rmnaln ttw property of Cutwcl do Peterson. A"tocts. Cu= do Peterson stall retain all corrlrnon law, alluctory and other reserved rtphfe, Including the QDpydght thereto. Any use or reproduction of this document without written psrmisaion from Galati & Paterson Is a violatbn of Fedomi copyright krws. REVISION REVISION • PROJECT NO. 200110 Q0 9 DATE 011-I` 0 CO O F- 0 .. • �. w w w C) 06 ®E ®® 1 -- CL. Q • LU u a. . .• �. w ®(f)® REVISION REVISION PROJECT NO. 200110 Q0 AS NOTED DATE 011-I` DRAWN CO O F- BEM N W w w w C) 06 ®E ®® z CL. Q u- a. CL w ®(f)® 00, v U z F Llj 0 - REVISION REVISION M>_" n 0 0 N 19 0 CO r /9 CD Q1 CJI A N D PROJECT NO. 200110 SCALE AS NOTED DATE 10/9/2000 DRAWN BEC CHECKED BEM M>_" n 0 0 N 19 0 CO r /9 CD Q1 CJI A N D STRUCTURAL NOTES STRUCTURAL DE510 CRITERIA SEE FOUNDATION PLAN II II II it II I BEM REINFORCED CONCRETE D-1 CODES: – STANDARD M -W CODE Kig7 EDITION U) D-2 DESIGN LIVE LOADS: RC -1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT I ROOF 20 PSF. NEW 3000psi CONC. ACCORDANCE WITH TILL r'ACI "BUILDING CODE REQUIREMENTS FOR rx > CORWORS 80 PST. I STRUCTURAL CONCREI ,' 'ACI 318-95. <(1)0 STAIRS 100 PSF. n (4) 3�4"O THRD. ROD EPDXY II PUBLIC SPACE 100 PSF. RC -2 STRUCTURAL CONCREW SHALL CONFORM TO ACI 301 SPECIFICATIONS w MECHANICAL SPACE 125 PST- I AND SHALL DEVELOP A"NINIMUM COMPRESSIVE STRENGTH OF 3000 PSI D-3 DESIGN WNL) SPEED 100 MPH. USE FACTOR 1.0 U) AT 28 DAYS, L)-4 SEISMIC. ZONE 0 RC -3 USE REGULAR WEIGHOT CONCRETE, D-5 ALLOWABLE SOL BEARING PRESSURE 2000 PSF. I 00 L)-6 All work shall be in strict accordance nth the latest edition of RC -4 STUCTURAL CONCRETE ,SHALL CONFORM TO ACI 301 AND HAVE THE d6 Standard Bmldmg Code, and all applicable Local Codes. COORD. W/ ARCH FOR TILE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS, 0-7 Only written c�fal es approved by the ARCHITECT/ENIGNEER Z r / v) Lu T U) be permitted. LOCATION SLUMP±1' MAX. AGGREGATE 0-8 General Contractor shall coordinate structural dromp nth all other disciplines. Where there are conflicts in Information presented in the drovngs or W 12"±FIELD FOOTINGS 4' ASTM #57 the dravinp are unclear or mml Ticient in any Pram r that may Inhibit the a. �: COLUMNS 5' ASTM #57 VERIFY contractors understoritiq of the project, such conflicts shall be bra* SLABS '5' ASTM #57 #5x5'-6" (TYP./4) I to the Ardotect#Nwers attention Prig' to bidding and the necessary #3 STANDIES FILLED CELLS "8' ASTM #8 PEAROCK 6'-0" min. OR SIZE od,wstments stall be mode per their nstructiare. TYPICAL. TIE BMS & TIE COL'S '5' ASTM #8 PEAROCK p–q THESE RENOVATIONS AND REPAIRS HAVE BEEN DESIG7JED TO MEET OR INTO EXISTINGROU EXCEED THE IOOmph. WNL) LOAD REQLVHVffS OF SECTION 1600 OF THE RC -5 FLYASH WHEN USED, MALL `BE LIMITED TO 20% OF THE (TYP/6), STANDARD BU.DNG CODE Igg7 EDITION. THESE DRAWINGS ARE NOT MIENT CEMENTITOUS MATERIA. TO IMPLY THAT THE REST OF THE EXISTNG STRUCTURE TO REMAIN THAT HAS NOT BEEN ALTERED OR REPAIRED METS CURRENT CODES. RC -6 ALL PUMPED CONCREW WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCIING,AGENT. MINIMUM SIZE OF DISCHARGE TO BE GENERAL NOTES G-1 REVIEW ALL PROJECT DOMNTS PRiOR TO FABRICATION AND START RC -7 A 2' I. D. DISCHARGE NAY BE USED WITH #8 AGGREGATE, USE OF CONSTRUCTION. REPORT ANY D5CREPANCE-5 TO ARCHITECT OR PLASTICIZER ADMIXTUTE IF NECESSARY TO INCREASE SLUMPS BEYOND STRUCTURAL ENGINEER PRIOR TO PROCEEDING WM14 WORK. THAT NOTED ABOVE. G-2 THE MASONRY WALLS ARE NOT DESIGTIED TO WITHSTAND TEMPORARY RC -8 CHAMFER ALL EDGES GIF EXPOSED CONCRETE :3/4' UNLESS NOTED CONSTRUCTION LOADS. iT 5 THE CONTRACTORS RESPONSIBB.ITY OTHERWISE. AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE RC -9 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND CONSTRUCTION PHASE OF THIS PROJECT. INSTALLED IN ACCORDANCE WITH ACI 318-95 AND ACI DETAILING G-3 IT IS THE CONTRACTORS RESPONSIBn.ttY TO PROTECT EXISTING MANUAL, ACI -315 1988 EDITION. FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. RC -10 REINFORCING STEEL .SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE A&M TOIL AND CONFORM TO ASTM A-615, GRADE G-4 NO STRUCTURAL MIEMBER SHALL BE CUT, NOTCHED OR OTHERWISE 60, WITH MINIMUM `iI ELD'STRENGTH =60'000 PSI. REDUCED N SIZE OR STRENGTH WITHOUT PRIOR APPROVAL N RC -11 ALL SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WRITING FROM THE STRUCTURAL ENGINEER. WIRE FABRIC AS SHI3MWN IN THE DRAWINGS, G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF RC -12 WELDED WIRE FABRIC SHALL 'CONFORM TO ASTM–A185, THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. RC -13 LAP CONTINUOUS REINF. ;AS 'NOTED IN LAP SLPICE SCHEDULE. LAP G-6 ALL PETALS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE CONT. BOTTOM STEEL ':OVER SUPPORT AND CONT. TOP STEEL AT TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR MIDSPAN UNLESS OTHERWISE SPECIFIED. SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE RC -14 TERMINATE ALL DISCIRINT'INUOUS TOP BARS WITH STANDARD 90 DEGREE PETAL 6 SHOWN. HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE, G-7 THE INTENTION OF THE PLANS AND SPECKATIONS 0 TO PROVM RC -15 PROVIDE THE FOLLOWING !.CONCRETE COVERAGES OVER REINFORCING, ALL NECESSARY PETALS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN, SPECIFIC MFORMATION IS MISSING OR IS N CONFLICT, THE FOOTINGS, BOTIUM AND UNIFORMED EDGES 3' CLR. CONTRACTOR SHALL USE A SIMILAR PETAL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE BEAMS & COLUMNS, 1T -IES 1-1/2 ' CLR. ATTENTION OF THE ARCHITECT. G–S THE ENGINEER SHALL NOT BE RESPONSIK�FOR LAYOUT, SLABS, (TOP AND BOTTOM STEEL)E DIMtENSIONAL ERRORS OR RE DISCPANCGS RESULTING FROM THE II'iITERIOR 3/4' CLR, IKTERIOR RE PRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND 1-1/2' CLR, SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED N WHOLE OR ANY PART N SHOP DRAWINGS SHALL NOT RELIEVE THE CONC. WALLS, AS NUFED 'BUT 'NO LESS THAN 1-1/2' CLR. CONTRACTOR NOR SUBCONTRACTORS FROM THEiR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL RC -16 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR A COMPLETE STRUCTURE. TO REBAR FABRICATION. G–q REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT RC -17 SLEEVE ALL PENETRAITIONS THROUGFH BEAMS AND SLABS INDIVIDUALLY. DOCUMiENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PM TO _ - -- :_, OF SLEEVES THROUGH, 'BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. NON– CONCRETE. COMPLIANCE WITH THIS REQUIMMIENT WILL RESULT N REJECTION OF SUBMITTAL. RC -18 NO REINFORCING BARS SHALL BE CUT TO ACCOMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR (OTHER ITEMS, G-10 GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHERE THERE ARE CONFLICTS N RC -19 USE THE STRUCTURAL.'MRAWINGS INCLUDING REVISIONS AND ADDENDA IN INFORMATION PRESENTED N THE DRAWINGS OR lF THE DRAWINGS ARE CONJUNCTION WITH RIE.VIEWED SHOP DRAWINGS FOR PLACEMENT OF UNCLEAR OR INSUFFICIENT IN ANY M1ANd•ER THAT MAY INHIBIfE THE REINFORCING. CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEEWS ATTENTION PRIOR TO RC -20 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP BIDDING AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR FOOTINGS, PROVIDE CORNED BARS OF SAME SIZE AND QUANTITY (U, N. O. ) INSTRUCTIONS AS HORIZONTAL STEER.. iREFER TO TYPICAL DETAIL, G-11 GENERAL CONTRACTOR SHALL REVIEW & APPROVE ALL SHOP DRAWINGS RC -21 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER, OTHERWISE THEY WLL CONCRETE PLACEMENT" BE REJECTED. RC -22 WEDGE BOLTS SHALL NE -ITW RAMSET/REDHEAD BOLTS OR APPROVED G-12 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR EQUIVALENT INSTALLIED IN ACCORDANCE WITH MANUFACTURER'S SHOP DRAWINGS SHALL NOT BE PERMITfEP. RECOMMENDATIONS. 3/4' DIAMETER WEDGE EOL TS SHALL BE OF LENGTH REQUIRED TO PROVIDIE 3 '1/4' MIN, EMBEDMENT, 2, 0 KIPS TENSION AND G-13 ONLY WRITTEN CHANGES SUBMITTED FOR REVIEW TO THE 4. 1 KIPS SHEAR WORKING 'LOADS IN 3000PS1 CONCRETE U. N. U. DO NUT ARCHITECT/ENGINEER SHALL BE PERMTTEi7 CUT EXISTING REINFEIRCING TO INSTALL. G-14 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS & OMNSIONS RC -23 DOWEL BAR SPLICERS ,SHALL BE A COMPLETE ASSEMBLY, INCLUDING RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL COUPLER, FROM ATTACHMENT (WHEN REQUIRED) AND THREADED BAR FELL) CONDITIONS AND DATA PRESENTED N THE DRAWINGS SUCH CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ACCORDANCE WITH CONDITIONS SHALL BE DROUGHT TO THE ARCHITECT/ENGINEERS ATTENTION ACI 318 SECTION AND THE NECESSARY ADJUSTMENTS MADE PER TIEiR COORDINATION. RC -24 HEADED STUD ANCHORS `SHALL BE ASTM A108, GRADE S, 1010 THROUGH G--0 IF THERE ARE ANY DISCEPANCES BETWEEN THE STRUCTURAL DRAWNGS 1020 AS MANUFACTURED 'TY NELSON STUD OR APPROVED EQUIVALENT. ARCHITECTURAL DRAWINGS, STRUCTURAL PETALS, STRUCTURAL NOTES, THIS STUD WELDING SHALL. `CONFORM TO AWS DI. 1 'STRUCTURAL WELDING PROJECT SPECIFICATIONS, OR APPLICABLE CODES THE STRICTEST SHALL CODE. ' GOVERN. RC -25 ADHESIVE ANCHORS SVALL.BE ITN RAMSET/REDHEAD EPCON CERAMIC 6 SHALLOW FOUNDATIONS EPDXY ANCHORING SYSTEM 'OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MAHJFACTURER'S RECOMMENDATIONS, A SCREEN TUBE SF -1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH MUST BE UTILIZED TF INSTALLATION IN HOLLOW BLOCK AND BRICK THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT MASONRY. DO NOT GLS`°EXISTING REINFORCING TO INSTALL. SPECIFICATIONS. SF -2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT DR ECCENTRICITY – 2'. TOLERANCE FOR MISLOCATION OF COLUMN LIGHTGAGE METAL FRMAING (PERFORMANCE) DOWELS OR ANCHOR BOLTS TO BE PER AGI OR AISC STANDARDS, SF -3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. LMF-1 EXTERIOR LIGHTGAGE [FRAMING SHAM BE DESIGNED FOR GRAVITY SF -4 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS AND WIND FORCES IN ACCORDANCE WITH 7-93 USING AN FOOTINGS, PROVIDE A MINIMUM CONTINUOUS 2' x 4' KEYWAY ACROSS IMPORTANCE FACTOR OF 1.0. DEFLECTION SHALL BE LIMITED JOINT FOR EACH 12' OF DEPTH, TO L/600 FOR STUDS SUPPORTING BRICK, L/360 FOR STUDS SUPPORTING STUCCO AND L/240 FOR STUDS SUPPORTING SF -5 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL CONDITIONS ARE METAL PANEL WITH UIE `STIFFER VALUE APPLYING TO STUDS UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE SUPPORTING A COMB1ATION OF MATERIALS. FROM BEING OBTAINED. LMF-2 SIGNED AND SEALED CALCULATIONS MUST BE ',SUBMITTED FOR SF -6 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR ALL EXTERIOR LIGHTU E (FRAMING VERIFYING SIZE AND INTERFERANCE, INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH (MEMBER GAGE, LIGHTGAGE CONNECTIONS AND CONNECf10NS OF THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS LIGHTGAGE TO THE BUILDING STRUCTURE. WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. SF -7 EXCAVATING UNDER OR NEAR IN–PLACE FOOTINGS/FOUNDATIONS WHICH LMF-3 DESIGN OF LIGHTGAGE iMETAL FRAMING SHALL CONFORM TO THE DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF FOUNDATIONS WILL NOT BE PERMITTED. COLD–FORMED STRUCTURAL STEEL MEMBERS," (AISI). SF -8 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, LMF-4 MEMBER SIZE AND GE AND CONNECTIONS SHOWN ON THE DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PROJECT DRAWINGS ARE TO BE CONSIDERED A MINIMUM AND PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING ARE NOT TO BE REDUCED`WTTHOUT APPROVAL OF THE COLUMN DOWELS AND ANCHOR BOLTS. ENGINEER OF RECORD `MAXIMUM STUD SPACING IS 16" BUT CLOSER SPACING MAYBE NECESSARY TO MEET DESIGN SF -9 THE CONTRACTOR SHALL PREPARE THE SUBGRADE FOR THE NEW EXPANSION REQUIREMENTS. AREA IN STRICT ACCORDANCE WITH THE INSTRUCTIONS DETAILED IN THE SOILS REPORT FOR THE PROJECT SITE, THE OWNER SHALL PROVIDE THE LMF-5 MATERIALS, STUDS, RUNNERS AND ANGLES SHALL MEET THE CONTRACTOR A COPY OF THE GEOTECHNICAL REPORT FOR THE SITE PRIOR REQUIREMENTS OF Ail =A-446 WITH MINIMUM YIELD STRENGTH TO CONSTRUCTION, NO CONSTRUCTION MAY BEGIN UNTIL A SOILS REPORT OF 33KSI. FOR THE SITE IS OBTAINED FROM THE OWNER OR A NEW GEOTECHNICAL REPORT IS PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL GEOTECHNICAL REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER LMF-6 METAL STUDS SHALL BE 1-5/8" FLANGE "C" SHAPED STUDS . FUR REVIEW PRIOR TO CONSTRUCTION. RUNNER TRACK SHALL iHAVE 1-1/4" LEGS MINIMUM. STUDS SUPPORTING BRICK AND STUDS REQUIRED TO BE WELDED TO STUCTURAL STEEL THE BUILDING STRUCTURE MUST BE 16 GA. MINIMUM, OTHERS MAY BE 20 GA. MINIMUM, `IF PERMITTED PER DESIGN. S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'MANUAL OF STEEL CONSTRUCTION.' NINTH EDITION AND THE LMF-7 PROVIDE MANUFACTUL?IERS'STANDARD STEEL RUNNERS, AISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,' 1989 BLOCKING, LINTELS, ANGLES, BRACING,REINFORCEMENTS, EDITION. FASTENERS AND ACCESSORIES AS RECOMMENDED BY S-2 ALL STRUCTURAL AND MISCELLANEOUS STEEL TO CONFORM TO ASTM A-36 MANUFACTURER AND/0R,:SHOWN ON DRAWINGS FOR WITH MINIMUM YIELD STENGTH OF 36 KSI. APPLICATIONS INDICARD, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYST1. S-3 ALL HIGH–STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 LMF-8 GALVINIZED FINISHED SPALL COMPLY WITH ASTM A-525 WITH A BOLTS.' C60 COATING. ALL 1hDS .SHALL BE TOUCHED UP WITH A ZINC RICH PROTECTIVE ."PAINT FOR CORROSION RESISTANCE S-4 UNLESS NOTED OTHERWISE, ALL DOLTS SHALL BE 3/4' DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. LMF-9 ALL STUDS SHALL BE FrULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY, DETAILED ON SHOP DRAWINGS. S-5 USE MIN. 3/4' A325F BOLTS WITH CLASS A CONTACT SURFACE FOR SLIP CRITICAL CONNECTIONS AS DESIGNATED ON PLANS BY A325 S.C. LMF-10 EXTERIOR WALLS SHALL HIVE 5/8" CDX OR BETTER PLYWOOD S-6 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO ASTM A--36 OR A-307. SCREWED TO METAL SIUD -FRAMING W/SELF TAPPING NO. 12 SCREWS ® 6' O.C. WAX ,ALONG INTERMEDIATE FRAMING. S-7 ALL SHOP AND FIELD WELDING SHALL BE DUNE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS DLI 'STRUCTURAL WELDING CODE,' LMF-11 ROOF PLYWOOD SHALL 13E 5/8" COX MINIMUM SCREWED TO LATEST EDITION. METAL STUD FRAMING 1Y/NO. 12 SELF TAPPING SCREWS ® 6' S-8 USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE O.C. MAX. 0 ALL SUPPICRIED EDGES. SPACE SCREWS 0 12" GRIND SMOOTH ALL EXPOSED WELDS, O.C. ALONG INTERMEF :FRAMING MEMBERS. S-9 PIPE COLUMNS SHALL CONFORM TO ASTM A-501 OR A53, TYPES E OR S, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 36 KSI. THESE STRUCTURAL DRAWIIS REPRESENT A RENOVATION OF AN EXISTING S-10 TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B, WITH A BUILDING. UNANTICIPATED FIELD CONDITIONS MAY BE UNCOVERRED DURING MINIMUM YIELD STRESS OF 46 KSI. CONSTRUCTION. CONTRACTORS BIDDING ON THIS PROJECT SHALL PROVIDE S-11 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO BIDS W/ MAJOR STRUCTURAL ITEMS BROKEN DOWN & PROVIDED WITH UNIT FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS. ANY SPLICE'S NOT SHOWN ON CONTRACT DRAWINGS BID PRICES SHOWING BID PWME FOR MATERIALS & LABOR FOR THE MAJOR ARE TO BE CLEARLY NOTED FOR APPROVAL. STRUCTURAL ELEMENTS, Lilt— 'STRUCTURAL FOOTINGS (INCLUDING CONC. & S-12 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 REBAR), STRUCTURAL STEEL �(iNCLUDING ERECTION), MASONRY, PERFORMANCE HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP ENGINEERED METAL STUD CANOPY TRUSSES & FACADE & ALL OTHER MAJOR IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE, STRUCTURAL ITEMS. EXISTING FINNISH FLOOR ELEV. 100'--0" REFERENCE SPECIALTY, PRE ENGINEERED METAL STUD TRUSSES "PEMT." FOR CANOPY & FACADE FRAMING MIN. 20 GAGE 0 16"o.c. max. SPACING, SUBMIT DESIGN PACKAGE SIGNED & SEALED BY A FLORIDA REGISTERED P.E., SHOWING DESIGN LOADS & REACTIONS & SHOWING THE # & TYPE/HURRICANE CONNECTORS FOR REVIEW. (TYPICAL CANOPY TRUSSES & FACADE U.O.N.). SEE NOTES ON LIGHT GAGE I COLD FORMED FRAMING ON RCS2, COORD. W/ ARCHITECTURAL DWGS. FOR SHAPES, SLOPES, DIMENSIONS, FINISHES & ELEVATIONS. EXISTING ROOF ELEV. fi 123'-0"+ – CONTRACTOR SHALL FIELD VERIFY "F.V." (TYP.). N a I d- fi N � 10'-0" AFF. min. COORD. W/ AFCHM DRAWINGS & FOSS CRITERIA. N II TO REMAIN. (2) C CHANNELSxCONT. SEE PLAN O NEW OPG. IN ROOM PROVIDE (1)3/4'0EIVING THROUGH WALL RODS O 16"6.c. STAGGER TOP & BTM. SNUG NUTS & CHECK THREADS FILL 24'min.f (3)COURSES BETWEEN CHANNEUs W 3000psi GROUT IF NOT CONC. OR SOLID FILLED EXISTING] --- 20GA.x18"xCONT. CONN. TO BOT.[ CI 5's WZ 0.1450 PAF. O 12 ox. NEW 8" CMU KNEE -WALL W/ #5VT. EPDXY GROUTED TIGHT INTO EXIST. FTG. OR TOP/SLAB. (min. 5" EMBED). & PROVIDE CONT. KNOCK–OUT LINTLE COURSE O T/KNEE–WALL W/ (2) #5X -CONT:. ELEV. 100'-0 REFERENCE r 1I- -- — EXIST. CMU. TO REMAIN. EXIST. FTG. TO REMAIN. 2 TENANT ENTRANCE SECTI ON RCS N.T.S. 6'-0" min. OR SIZE , U SEE FTG. SCHD. & PLAN EXIST. FTG. V11 --T I �-- #5x21 " EPDXY GROUTED 6" INTO EXISTING FTG. (TYP). #5x5'-6" (TYP.) 6"MIN. EMBED. INTO EXIST. FTG. G.C. ENSURE TIGHT BOND (TYPICAL). FTG. 9/1/2000 SEE FOUNDATION PLAN II II II it II I BEM SHEET N I U) co io rX 1/4 ( I N a I d- fi N � 10'-0" AFF. min. COORD. W/ AFCHM DRAWINGS & FOSS CRITERIA. N II TO REMAIN. (2) C CHANNELSxCONT. SEE PLAN O NEW OPG. IN ROOM PROVIDE (1)3/4'0EIVING THROUGH WALL RODS O 16"6.c. STAGGER TOP & BTM. SNUG NUTS & CHECK THREADS FILL 24'min.f (3)COURSES BETWEEN CHANNEUs W 3000psi GROUT IF NOT CONC. OR SOLID FILLED EXISTING] --- 20GA.x18"xCONT. CONN. TO BOT.[ CI 5's WZ 0.1450 PAF. O 12 ox. NEW 8" CMU KNEE -WALL W/ #5VT. EPDXY GROUTED TIGHT INTO EXIST. FTG. OR TOP/SLAB. (min. 5" EMBED). & PROVIDE CONT. KNOCK–OUT LINTLE COURSE O T/KNEE–WALL W/ (2) #5X -CONT:. ELEV. 100'-0 REFERENCE r 1I- -- — EXIST. CMU. TO REMAIN. EXIST. FTG. TO REMAIN. 2 TENANT ENTRANCE SECTI ON RCS N.T.S. 6'-0" min. OR SIZE , U SEE FTG. SCHD. & PLAN EXIST. FTG. V11 --T I �-- #5x21 " EPDXY GROUTED 6" INTO EXISTING FTG. (TYP). #5x5'-6" (TYP.) 6"MIN. EMBED. INTO EXIST. FTG. G.C. ENSURE TIGHT BOND (TYPICAL). FTG. T/PARAPET: VARIES BETWEEN -10 135'-0" & 140"-0" COORD. W/ ARCHITECT'S DWGS. LL TS6x3xl/4 O 6'-0" ox. i.e, IN LINE W/ THE EXISTING BAR JOISTS OF THE EXISTING MAIN ROOF IN ADDMOON TO THE PEWL FULLY WELD TO EXISTING DECK EDGE ANGLE & TO W27 BEAM O FRONT. EXISTING ROOF ELEV. 123'-0"+ CONTRACTOR SHALL FIELD VERIFY "F.V." (TYP.). MINIMUM 6", 20 GAGE, PEMT. ® 16"o.c. (TYP). T CMU. COL.. ENCASEMENT=112'-0" 2'-8"x4'-8" CMU GROUTED SOLID AROUND TS8x8x3/8" STEEL CUL. W/ 2000psi. GROUT & (6) #6 W/ #3 TiES 0 24"o.c. –*EXISTING FINNISH FLOOR IELEV. 100'-0" REFERENCE (7) #6 EA. WAY TOP & j*k.k , PECIALTY, PRE ENGINEERED METAL TRUSSES PEMT." • OR CANOPY & FACADE FRAMING MIN. 20 GA E 16"o -c- max`SPACI6LG,--'iL[HM1LTRllSS—P-ACKAG rp I0 V M , I Q IG 5�j 11 II I. h TING I I! I 111111 I l j i l VIII 11111111 i I I I III � I ` f��t�Ml l' N 0 1. REVIEW. �1 i I I ( ( 1• I i I Ir r l x 11111111�1ililllll11111111111i111111111111 I� NgAQ�I a Iyl��� l .�.N SEE x*': - IIIIIIIII1IIIiIIIIIiIII II 1IIIIIIIIII ' IQ �I �iq �" ON i 1 111 1 111 1 11 111 1 111 1 M D) �I11f#1 I Ijllll Illillllil111111111111i ----_ x� jij I Ijljljljljijlllji I� i,l►jljijijljij I I111�1Idili�illlili�l.ljljl�lllli�il Iililll►Iililll1111111111111111 III111l11111111111111111111 �I�IIIII�III mei I i I= II II II II II II 9/1/2000 SEE FOUNDATION PLAN II II II it II I BEM SHEET FOR COL. SIZE & TYPE U) co 0 rX 1/4 ( I NEW 3000psi CONC. N rx > BASE3/4"X12"X12" W/ I Ll� <(1)0 C) n (4) 3�4"O THRD. ROD EPDXY II W � II w GROUT 6" INTO EX./CONC. I I (4) #5 EACH WAY TOP. II II U) ILLI II II I ® w zd x _ 1 1/2" NON -SHRINK I I 00 T/SLAB MATCH EXISTING & U iQ 3000psi GROUT d6 z COORD. W/ ARCH FOR TILE d!�/ C `' J r / v) Lu T U) 12"±FIELD 1 a. �: �Y r• VERIFY #5x5'-6" (TYP./4) I #3 STANDIES ® 24"o.c. max. 6'-0" min. OR SIZE 65x EPDXY ED TYPICAL. INTO EXISTINGROU SEE FTG. SCHD. & PLAN (TYP/6), SECTION T/PARAPET: VARIES BETWEEN -10 135'-0" & 140"-0" COORD. W/ ARCHITECT'S DWGS. LL TS6x3xl/4 O 6'-0" ox. i.e, IN LINE W/ THE EXISTING BAR JOISTS OF THE EXISTING MAIN ROOF IN ADDMOON TO THE PEWL FULLY WELD TO EXISTING DECK EDGE ANGLE & TO W27 BEAM O FRONT. EXISTING ROOF ELEV. 123'-0"+ CONTRACTOR SHALL FIELD VERIFY "F.V." (TYP.). MINIMUM 6", 20 GAGE, PEMT. ® 16"o.c. (TYP). T CMU. COL.. ENCASEMENT=112'-0" 2'-8"x4'-8" CMU GROUTED SOLID AROUND TS8x8x3/8" STEEL CUL. W/ 2000psi. GROUT & (6) #6 W/ #3 TiES 0 24"o.c. –*EXISTING FINNISH FLOOR IELEV. 100'-0" REFERENCE (7) #6 EA. WAY TOP & j*k.k , PECIALTY, PRE ENGINEERED METAL TRUSSES PEMT." • OR CANOPY & FACADE FRAMING MIN. 20 GA E 16"o -c- max`SPACI6LG,--'iL[HM1LTRllSS—P-ACKAG rp I0 V M , I Q IG 5�j 11 II I. h TING I I! I 111111 I l j i l VIII 11111111 i I I I III � I ` f��t�Ml l' N 0 1. REVIEW. �1 i I I ( ( 1• I i I Ir r l x 11111111�1ililllll11111111111i111111111111 I� NgAQ�I a Iyl��� l .�.N SEE x*': - IIIIIIIII1IIIiIIIIIiIII II 1IIIIIIIIII ' IQ �I �iq �" ON i 1 111 1 111 1 11 111 1 111 1 M D) �I11f#1 I Ijllll Illillllil111111111111i ----_ x� jij I Ijljljljljijlllji I� i,l►jljijijljij I I111�1Idili�illlili�l.ljljl�lllli�il Iililll►Iililll1111111111111111 III111l11111111111111111111 �I�IIIII�III mei I i I= II II II II II II 9/1/2000 DRAWN II II II it II I BEM SHEET L0 U) co 0 rX 0. N W 0 0< Ll� <(1)0 C) 0 II W � II IL0 o W _.� __ _ _ II II U) ILLI II II I ® w zd x _ N INS ROSS ENTRANCE CANOPY SECTION CVIC-nIP PnKIP D►I 6 "Ill *M nr►lAM Tn nC SECT ON N.T.S. (3) 3/4"0 THRU I THRU FiLLED, EXIST. BOT./SANDWICH BM. 10'-0" AFF. TYP. SEE "6" NEW TS6x61 CAP PLATE & 3/8" GU 1 10'-0" AFF. min. COORD. W/ ARCHITT DRAWINGS & ROSS CRITa4k . TO REMAIN. (2) C CHANNELSxCONT, SEE PLAN O NEW OPG. IN RECEIVING ROOM WALL PROVIDE (1)3/4.0 THROUGH RODS O 16"6.c. STAGGER TOP & BTM. SNUG NUTS & CHECK THREADS FILL 24"min. [(3)COURSES BETWEEN CHANNEL'S W/ 3000psi GROUT IF NOT CONC, OR SOLID FILLED EXISTING] ---20GA.x18'xCONT. CONN. TO BOT./ C15's WZ 0.1450 PAF. ®12 o.c. NEW 8" CMU KNEE–WALL. W/ #5VT. EPDXY GROUTED TiGHT INTO EXIST. FTG. OR "'�TOP/SLAB. (min. 5' EMBED). & PROVIDE CUNT. KNOCK–OUT LINTLE COURSE T/KNEE–WALL W/ (2) #5xCONT.. N.T.S. EXIST. CMU. TO REMAIN. . FTG. TO REMAIN. #5 VT. IN ST. CMU FILLED 3000psi GROUT )M T/EXIST. FTG. 12'-4" AFF. D FILLED CELLS IF STr END CE LS :N T FILLED.) TUvREMAIN - _ SECTION N.T.S. C` NR P Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c–p.com O COPYRIGHT All reporth plum ap-Moutlons. computer Nov. field data, notes and oUw documents are Instruments of service prepared by Cuboci & Peterson. Archltects as instruments of servico romain theproosrly of Cuhod do Peterson, Architects Culhraci__ do Petoroon shall retain all corrxnon law, statuotory and other reserved rights, indadirp the ht thereto. Arty use or reproduction of is document wittqut written permission from Cuhaci as Peterson is a violation of Federal copyright Mors. z 9/1/2000 DRAWN 0 CHECKED BEM SHEET L0 U) co 0 0. N W 0 0< Ll� <(1)0 C) 0 W � IL0 W LL Q U) ILLI 0W ® w zd W � 1- J 00 ® LL U L REVISION PROJECT NO. 200110 SCALE AS NOTED DATE 9/1/2000 DRAWN BEC CHECKED BEM SHEET L0 U) co N W 0 rrW U) Ll� <(1)0 06 Z IL0 U Q u— U) ® W � 0 Z U) ® LL i-- w C) U d6 z :D ~ LL d!�/ C `' J r / v) Lu T U) REVISION PROJECT NO. 200110 SCALE AS NOTED DATE 9/1/2000 DRAWN BEC CHECKED BEM SHEET r D 31 0 N m m m CO N r m co 0 U1 .a N ed. 7 ed. Ic' 1,997 ed. Cir 6 e PL i - d. 1. FL. Erie y9, codfl) CC)� 97' 1997 A a31 { I 0 a0 N0110f1a1 r!. T' d3 JQ NOLL -011aPJ00 V )M a vio'l-i L,- -ja -nVHS aK)i I D '41. 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