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Ell _q 'Ars C 0 Nr R ACWT 0 R cd VALUATION PERMIT FEE THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATt ANY API.';LiCABLF- CODE, KEEP THIS PLAN ON JOS AT ALL TWES, DEVELOPER: KIMCO REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 FAX (954) 977-8780 CONTACT: MARK TROMMSDORFF mt®kimcoreclty.com ARCHITECT: V CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 (407) 228-4220 FAX (407) 228-4219 CONTACT: MATTHEW PINEDA matthew®c-p.com STRUCTURAL ENGINEER: i d J' i J i BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 (407) 423-7585 FAX (407) 423-4872 CONTACT: FRED BOWEN fbowen®bowen-corp.com a ELECTRICAL ENGINEER: Cuhaci & Peterson Architects !L CORPORATE C:ATFIrATE #AA C000M (!001 CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 (407) 228-4220 FAX (407) 228-4219 CONTACT: NAWWAF AHMAD (SAM) samo@c-p.com ABBREVIATIONS LIST: AFF ABOVE FINISH FLOOR (SLAB) AFG ABOVE FIN GRADE AB ANCHOR BOLTS ALT ALTER NATE/ALTER NATIVE APP APPROVED/APPROVAL ARCH ARCHITECTURE/ARCHITECTURAL BP BASE PLATE/BEARING PLATE BRG BEARING BM BEAM BLK BLOCK B/ BOTTOM OF BLDG BUILDING CW COLD WATER LINE CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE CU CONDENSING UNIT CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONST CONSTRUCTION CSJ CONSTRUCTION JOINT CJ CONTRACTION JOINT / CONTROL JOINT C/W COMPLETE WITH DET DETAIL DEPT DEPARTMENT DIAM DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DRN DRAIN DWG DRAWING EA EACH EQ EQUAL EIFS EXTERIOR INSULATED FINISHING SYSTEM EL ELEVATION ELEC ELECTRIC/ELECTRICAL ENG ENGINEER EQIV EQUIVALENT EXIST EXISTING EXT EXTERIOR EXP JT EXPANSION JOINT FD FLOOR DRAIN FF FINISHED FLOOR FIDE FINISHED DRIVE ELEVATION FFE FINISHED FLOOR ELEVATION FSE FINISHED SIDEWALK ELEVATION FIX FIXTURE FLR FLOOR FTG FOOTING FR F1RE RETARDANT GA GAGE/GAUGE GC GENERAL CONTRACTOR CALV GALVANIZED GYP GYPSUM HB HOSE BIBB HC HANDICAPPED HT HEIGHT HORIZ HORIZONTAL HVAC HEATING VENTILATING AIR CONDMONING HW HOT WATER LINE INT INTERIOR JT JOINT JST JOIST LAV LAVATORY LGTH LENGTH MANUF MANUFACTURE/MANUFACTURER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE 0/ OVER OC ON CENTER OPNG OPENING OPP OPPOSITE PL PLATE PLBG PLUMBING PLYWD PLYWOOD PC PRECAST CONCRETE PRE -ENG PRE-ENGINEERED PREFAB PREFABRICATED PT PRESSURE TREATED RD ROOF DRAIN RET RETAINING REF REFERENCE REV REVISE/REVISION REINF REINFORCING/REINFORCED REQD REQUIRED RTU ROOF TOP UNIT (HVAC) SAN SANITARY SEWER LINE SCHED SCHEDULE SIM SIMILAR SPECS SPECIFICATIONS SQ SQUARE S S STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL STRM STORM DRAIN LINE TS TUBE STEEL THK THICK T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/o WITHOUT WC WATER CLOSET WD WOOD WH WATER HEATER WP WATERPROOF WT WEIGHT WWF WELDED WIRE FABRIC LEGEND: DOOR NUMBER WINDOW NUMBER KEY NOTES NUMBER COLOR NUMBER REVISION NUMBER COLUMN NUMBER ELEVATION NUMBER SECTION NUMBER DRAWING NUMBER ENLARGED PLAN, ELEVATION, OR DETAIL DETAIL NUMBER DRAWING NUMBER 100'-0" FE ELEVATION TAG TRUE ELEVATION PROJECT NAME: � LOCATION MAP: 25TH STREET 17 ['%SrrE-= W44. OSI BLVD 17 SANFORD, FLORIDA 3277311111110 5611 GENERAL NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY OF SANFORD BUILDING DEPARTMENT AND FIRE PREVENTION DIVISION. 2. ALL WORK TO CONFORM WITH LOCAL, STATE, AND NATIONAL CODES. 3. ALL WORK TO BE IN ACCORDANCE WITH ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 4. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LANDLORD OR OWNER. 5. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. 6. ELECTRICAL SUBCONTRACTORS TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH SUB CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN WRITING BEFORE PROCEEDING WITH WORK. 9. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOU WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMMENDED THAT YOUR BID NOT BE BASED ON PARTIAL OR INCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDAS ISSUED AT TIME OF THE BIDDING PROCESS. 10. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE DAILY. 11. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 12. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES & UTILITIES AS REQUIRED FOR THE COMPLETION OF THE PROJECT. 13. COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE AT ALL TIMES DURING DEMOLITION OR CONSTRUCTION. RECEIVE� Fie t � 2002 REVIEWED By: �s • Sanfordire Prevention Div • Date: W R 'PNtA - l\'fie Co p< C_ \ PN T-, dv., .F., CONSTRUCTION DOCUMENT INDEX: SHEET NO. __ � �, >�� £ �� �� � ,� Utz r °.; .•, �Pr. REVISION 2L REVISION Q3 REVISION 4Q REVISION ,& REVISION , CODE INFORMATION: SEMINOLE CENTER RETAILS (ADDITION) SEMINOLE CENTRE AMERICANA BLVD. SANFORD, FLORIDA COVER SHEET 01-30-02 ' CITY OF SANFORD CITY DEPARTMENT A-100 ARCHITECTURAL SITE PLAN 01-30-02 1101 EAST FIRST STREET A-101 t SANFORD, FLORIDA 32771-1468 (407) 330-56-58 3 4 REFLECTED CEILING PLAN -- 01-30-02 3 ADOPTED ENFORCED CODES: ROOF PLAN 01-30-02 1997 Standard Building Code (SBCCI) A-200 ELEVATIONS 01-30-02 1994 Standard Plumbing Code (SBCCI) A-300 WALL SECTIONS Doz A-301 1997 Florida Accessibility Code for Building Construction 01-30-02 1994 Fire Protection Code WALL SECTIONS 01-30-02 1997 Energy A-500 MISCELLANEOUS DETAILS 01-30-02 A-501 MISCELLANEOUS DETAILS BUILDING CLASSIFICATION: A-502 r � OCCUPANCY M (RETAIL), ONE STORY. -,1 CONSTRUCTION TYPE IV, UNPROTECTED, SPRINKLED — REQUIRED FIRE PROTECTION STRUcnmAL FIRE WALL 1 HOUR, SYSTEM No. WW -S-1001 - S-100 ROOF/CEILING CONSTRUCTION : NONCOMBUSTIBLE PLAN 02-04-02 e COLUMNS : NONCOMBUSTIBLE STRUCT. RETAIL CANOPY ELEVATIONS 02-04-02 EXTERIOR BEARING WALL : NONCOMBUSTIBLE S-300 STRUCT. RETAIL CANOPY SECTIONS 02-04-02 TENANT SEPERATION WALL : 1 HOUR, UL DESIGN No. U465 S-301 � LOCATION MAP: 25TH STREET 17 ['%SrrE-= W44. OSI BLVD 17 SANFORD, FLORIDA 3277311111110 5611 GENERAL NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY OF SANFORD BUILDING DEPARTMENT AND FIRE PREVENTION DIVISION. 2. ALL WORK TO CONFORM WITH LOCAL, STATE, AND NATIONAL CODES. 3. ALL WORK TO BE IN ACCORDANCE WITH ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 4. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LANDLORD OR OWNER. 5. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. 6. ELECTRICAL SUBCONTRACTORS TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH SUB CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN WRITING BEFORE PROCEEDING WITH WORK. 9. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOU WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMMENDED THAT YOUR BID NOT BE BASED ON PARTIAL OR INCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDAS ISSUED AT TIME OF THE BIDDING PROCESS. 10. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE DAILY. 11. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 12. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES & UTILITIES AS REQUIRED FOR THE COMPLETION OF THE PROJECT. 13. COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE AT ALL TIMES DURING DEMOLITION OR CONSTRUCTION. RECEIVE� Fie t � 2002 REVIEWED By: �s • Sanfordire Prevention Div • Date: W R 'PNtA - l\'fie Co p< C_ \ PN T-, dv., .F., CONSTRUCTION DOCUMENT INDEX: SHEET NO. DESCRIPTION — SUBMISSION FRIE11EIN OR ERS REVISION ,& REVISION 2L REVISION Q3 REVISION 4Q REVISION ,& REVISION , ARCHnEMn ' . A-001 COVER SHEET 01-30-02 A-100 ARCHITECTURAL SITE PLAN 01-30-02 A-101 FLOOR PLAN 01-30-02 A-103 REFLECTED CEILING PLAN -- 01-30-02 A-103 ROOF PLAN 01-30-02 A-200 ELEVATIONS 01-30-02 A-300 WALL SECTIONS 01-30-02 A-301 WALL SECTIONS 01-30-02 A-302 WALL SECTIONS 01-30-02 A-500 MISCELLANEOUS DETAILS 01-30-02 A-501 MISCELLANEOUS DETAILS 01-30-02 A-502 MISCELLANEOUS DETAILS 01-30-02 — STRUcnmAL _ - S-100 STRUCT. SCHEMATIC SITE REFERENCE PLAN 02-04-02 e S-200 STRUCT. RETAIL CANOPY ELEVATIONS 02-04-02 S-300 STRUCT. RETAIL CANOPY SECTIONS 02-04-02 S-301 STRUCT. RETAIL CANOPY SECTIONS 02-04-02 S-302 STRUCT. RETAIL CANOPY SECTIONS 02-04-02 - -- - — City of Sanford -- - Model %Code. k in effect: -- -_ ,: u n -- Nat'::,': i31 Ele tfical Coda 19 ad. Sen City Coe AMENDMEN S . A cessituity codes 1 -_—_THESE THE ��.a ` .-10CFED WIaftfoR PF20V ,( rrR' 10-R SET A4� ; •,. Arvr OF TH IF 6 1 421 '41 -OR SFi isSUF'.'.,;'. ; ,• A p Ri�llT F'F E>�Ef TW` `r- DEPT TION of S -1 ER �i" c2: Uf 'fNCs 4 CORRE fOL.ATI INS OF THE COMES, COPYRIGHT: All reports, plans, specifications, computer files, field data notes and other documents and instruments prepared by Cuhaci & Peterson Architects, Inc. (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. . ... . ..... 6 UTH ORLAND, � 0 1 Do Jz_ < 2 Moa Ci r,l 5 >- �I-_,,hl vl, 7 _j 0— C) Cr? _j l!v 200112 LU EXISTING U - 01-30-02 U) W LAUNDRAMAT 7r Lu z 'it . ... . ..... 6 CANOPY ,/-7--NO WORK REQUIRED. E)aSTWG OFFICE DEPOT EXISTING WCO REALTY EXISTING PAYLESS SHOE V EMTN(a CRAFTERS ,��,,,-EXISTING AWNING FRAME TO REMAIN. -'"REPLACE FABRIC MATERIALS, EXISTING MOVIE & GAMES — 4111 EXISTING ClaS PU:ZA 2194 5 � 0 1 Do Jz_ < 2 Moa Ci r,l 5 >- Lu vl, 7 _j 0— C) Cr? _j l!v 200112 LU EXISTING U - 01-30-02 U) W LAUNDRAMAT 7r Lu z 'it t ry Z w RU-) D'& ....... .... -M cy) PA T 00— A U) EX[STNG ZOO _q� V1 _j LL D _j❑ 4,1 c� 0 ILI w cl) 0 wz C) LL X c) LLI 3 0� (o Ce) Cl) S -4 Z-4 o CANOPY ,/-7--NO WORK REQUIRED. E)aSTWG OFFICE DEPOT EXISTING WCO REALTY EXISTING PAYLESS SHOE V EMTN(a CRAFTERS ,��,,,-EXISTING AWNING FRAME TO REMAIN. -'"REPLACE FABRIC MATERIALS, EXISTING MOVIE & GAMES — 4111 EXISTING ClaS PU:ZA EXISTNQ RENT -A -CENTER EMTINCASH 011 EXISTNG HONG KONG »z E)GSTNG JEWELERS is rrz E)GSTNG 6A DOLLAR DEPOT EXISTING AWNING FRAME TO REMAIN. il"q E)GSTNG REPLACE FABRIC MATERIALS - SALLY % 'I",_L] .......... I k r RETAIL wBo LLI a: \lZ �k,hl N X 9, � 0 1 Do Jz_ < 2 Moa Ci r,l 5 >- Lu vl, 7 _j 0— C) Cr? _j l!v 200112 LU EXISTING U - 01-30-02 U) W LAUNDRAMAT 7r Lu z 'it t ry Z w RU-) CC) ILO ....... .... -M cy) PA T 00— A U) EX[STNG ZOO _q� EXISTNQ RENT -A -CENTER EMTINCASH 011 EXISTNG HONG KONG »z E)GSTNG JEWELERS is rrz E)GSTNG 6A DOLLAR DEPOT EXISTING AWNING FRAME TO REMAIN. il"q E)GSTNG REPLACE FABRIC MATERIALS - SALLY % 'I",_L] .......... I k r RETAIL wBo LLI a: \lZ �k,hl N X 9, 1� f P, H <&_ � 0 1 Do Jz_ < 2 Moa Ci r,l 5 >- Lu vl, 1� f P, H <&_ EXISTI =17=0KAN � 0 1 Do Jz_ < 2 ��1= rr— r,l 5 >- Lu vl, 7 _j 0— EXISTI =17=0KAN EXISTING AINNING FRAME TO REMAIN. REPLACE FABRIC MATERIALS: L i EXISTING CANOPY NO WORK REQUIRED.—,-,,-,,. EXISTING AWNING All - NO WORK REQUIRED.--, EXISTING CANOPY TO REMAIN. NEW E -I F.5. FINISH. A I-STIU-G AWNING--FrAM TO MAIN. 'iER PLACE FABRLG__Mk JALS. � 0 1 Do Jz_ < 2 ��1= rr— r,l 5 >- Lu ........... ---- 7 _j 0— C) Cr? _j l!v 200112 LU cy) U - 01-30-02 U) W EXISTING AINNING FRAME TO REMAIN. REPLACE FABRIC MATERIALS: L i EXISTING CANOPY NO WORK REQUIRED.—,-,,-,,. EXISTING AWNING All - NO WORK REQUIRED.--, EXISTING CANOPY TO REMAIN. NEW E -I F.5. FINISH. A I-STIU-G AWNING--FrAM TO MAIN. 'iER PLACE FABRLG__Mk JALS. 0�­ Ili[—IV /-MI14111017 THIS SIDE ONLY, . .... . . . . ......... �TNG WAY p I f � 0 1 Do 0 < 2 0 rr— 4 5 >- Lu ........... ---- 7 _j 0— C) Cr? _j g!', 200112 LU cy) U - 01-30-02 U) W 0w CSS 7r Lu z 'it t ry Z w RU-) CC) ILO ....... .... -M cy) T 00— A U) ZOO _q� 0�­ Ili[—IV /-MI14111017 THIS SIDE ONLY, . .... . . . . ......... �TNG WAY p I f t'7 /t,, v, I V NOTE - THIS DRAWING IS FOR REFERRAL ONLY. ALL BUILDING ACCESSBLE ACCESS TO RAMPS, PUBLIC WAYS, HANDICAP PARKING, GENERAL 1411 PARKNG AND ROADWAYS ARE ALL EXISTING L 2 AND SHALL REMAIN. 40 1ARCHITECTURAL SITE PLAN SCALE: 1" = 501-0" < 0- � 0 0 < 2 0 rr— 4 5 >- Lu cy) r*,_ 7 _j 0— C) Cr? _j PROJECT NO. 200112 LU cy) U - 01-30-02 U) W 0w CSS Lu z 'it t ry Z w RU-) CC) ILO ....... .... -M cy) T 00— ❑ U) ZOO c� Z _j LL D _j❑ 4,1 c� 0 ILI w cl) 0 wz C) LL X c) LLI 3 0� (o Ce) Cl) -4 o Ir Al__ _�ll f 0, O ilk q t'7 /t,, v, I V NOTE - THIS DRAWING IS FOR REFERRAL ONLY. ALL BUILDING ACCESSBLE ACCESS TO RAMPS, PUBLIC WAYS, HANDICAP PARKING, GENERAL 1411 PARKNG AND ROADWAYS ARE ALL EXISTING L 2 AND SHALL REMAIN. 40 1ARCHITECTURAL SITE PLAN SCALE: 1" = 501-0" < 0- � 0 0 < 2 0 rr— 4 5 >- Lu cy) r*,_ 7 _j 0— C) Cr? _j PROJECT NO. 200112 LU cy) U - 01-30-02 U) W 0w CSS Lu z 'it t ry Z w RU-) CC) ILO < cy) 00 w REVISION 1 2 rr— 4 5 7 z PROJECT NO. 200112 SCALE cy) DATE 01-30-02 DRAWN MM/AN cy) 00— ❑ U) ZOO c� Z _j LL D _j❑ 0 c� 0 ILI w cl) 0 wz C) LL X c) LLI 3 0� (o Ce) Cl) 00 w REVISION 1 2 4 5 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MID EXISTING LANDSCAPING — TO REMAIN 00 I o0 NEW AWNING SYSTEM EXISTING CURB.-----., TO REMAIN KETAL CANOPY R SCALE: 3/32" = l' -O" Mo s EXISTING EXISTING EXISTING FREDMAN'S CELLULAR NAILS 95'-0" EXISTING EL POTRO `— EXISTING ONC. SIDEWALK TO EXISTING HANDICAP EXISTING CONC. SIDEWALK REMAIN. RAMP TO REMAIN. TO REMAIN. LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC Z12 TO BE REMOVED AND REPLACED —FRAME TO REMAIN EXISTING CURB A300 & PAINTED. (SEE DWG. A-200 FOR FINISH.) TO REMAIN. EXISTING LANDSCAPING TO REMAIN. LI1L v' L/\,'J 111 rV f rr,'r I VV rIUV Y L. EXISTING CONC. SIDEWALK EXISTING FABRIC TO BE REMOVED AND TO REMAIN. REPLACED — FRAME TO BE REMAIN & EXISTING CURB TO PAINTED. SEE DWG. A-200 FOR FINISH. REMAIN. r v u>_ rnll1 l Lv. (_'_SRETAIL CANOPY FLOOR PLAN N SCALE: 3/32" = 1'—O" EXISTING EXISTWG EXISTING LAUNDRAMAT CICPS PI-zA MOVES & GAMES A 161 '-0r, 60'-0„ I� I _ ^ T- EXISTING STOREFRONT AND EXISTING AWNING COLUMNS I Ln co EXISTING CONC. SIDEWALK WALLS TO BE POWER WASH& TO BE PAINTED. 0)c0 TO REMAIN. a) PAINTED. N, r 7=X ­ LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC TO BE REMOVED AND REPLACED 1'-4" 18}-8" 1'-4" 18'—�" 1'-4,r 18'-8" EXISTING CURB —FRAME TO REMAIN & PAINTED. (SEE DWG_ 1-4" A-200 FOR FINISH.) TO REMAIN. 041 A <A_3102) A30 A302 ('�_4 RETAIL CANOPY FLOOR PLAN - SCALE: 3/32" = 1'—O" EXISTING HANDICAP RAMP TO REMAIN. - EXISTING 101+ CRAFTERS 159'-5" o EXISTING STOREFRONT WALLS TO BE POWER WASH & PAINTED EXISTING EXISTING PAYLESS SHOE SOURDE KAACO REALTY c EXISTING HANDICAP EXISTING CONC. SIDEALK RAMP TO REMAIN. TO REMAIN. LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC TO BE REMOVED AND REPLACED —FRAME TO REMAIN & PAINTED. (SEE DWG. A-200 FOR FINISH.) 3 3 Cuhaci & Peterson Architects 1220 A1DEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® CCPYRKNT Al reports. plans, specifications. computer files. field data, nates 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 lav,, stotuatory 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 laws. z 0 0 o< co 00 Q < J LTJ W U_ � w owe v�(9 F �b. ry � U EXISTHG OFFICE DEPOT 122'-2" EXISTING OFFICE DEPOT STOREFRONT & CANOPY. (NO WORK REQUIRED.) EXISTING COLUMNS TO REMAIN. EXISTING CURB EXISTING HANDICAP TO REMAIN. RAMP TO REMAI U Z s ti n N ry C10 o ooLL W >_ ZZ o a. Q _j o Z _jryo ®oma LU <U)°WJ Z �-- M z Q W WRQ �w a � co U) LU W '44 (00 REVISION 1 1 EXISTING 2 1 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 7 1 BEST PRICE 1 FASHIONS HAIR PETS 200112 SHOE LAND CITI FINANCIAL CLEANERS 01-30-02 GNC MM/AN CUTTERY 146'-27 60,-0„ Tic EXISTING HANDICAP _ RAMP TO REMAIN_ 0 I EXISTING HANDICAP _ �y RAMP TO REMAIN. i N EXISTING CONC. SIDEWALK EXISTING AWNING COLUMNS �. TO REMAIN. TO BE PAINTED. I. / EXISTING STOREFRONT WALLS LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC EXISTING OREFRONT WALLS TO I TO BE POWER WASH_ & PAINTED 2 TO BE REMOVED AND REPLACED -FRAME TO (A300) 1 BE POWE WASHED & PAINTED 2 1 A300 REMAIN & PAINTED. SEE DWG. A-200 FOR FINISH. EXISTING CURB ) < A30 A302 EXISTING CURB TO REMAIN. -.1 TO REMAIN. 11 2 200 1 S'—S� 19'-7" A V-4" RETAIL CANOPY FLOOR PLAN SCALE: 3/32" = V-0" �\ EXISTING EXISTING EXISTING FREDMAN'S CELLULAR NAILS 95'-0" EXISTING EL POTRO `— EXISTING ONC. SIDEWALK TO EXISTING HANDICAP EXISTING CONC. SIDEWALK REMAIN. RAMP TO REMAIN. TO REMAIN. LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC Z12 TO BE REMOVED AND REPLACED —FRAME TO REMAIN EXISTING CURB A300 & PAINTED. (SEE DWG. A-200 FOR FINISH.) TO REMAIN. EXISTING LANDSCAPING TO REMAIN. LI1L v' L/\,'J 111 rV f rr,'r I VV rIUV Y L. EXISTING CONC. SIDEWALK EXISTING FABRIC TO BE REMOVED AND TO REMAIN. REPLACED — FRAME TO BE REMAIN & EXISTING CURB TO PAINTED. SEE DWG. A-200 FOR FINISH. REMAIN. r v u>_ rnll1 l Lv. (_'_SRETAIL CANOPY FLOOR PLAN N SCALE: 3/32" = 1'—O" EXISTING EXISTWG EXISTING LAUNDRAMAT CICPS PI-zA MOVES & GAMES A 161 '-0r, 60'-0„ I� I _ ^ T- EXISTING STOREFRONT AND EXISTING AWNING COLUMNS I Ln co EXISTING CONC. SIDEWALK WALLS TO BE POWER WASH& TO BE PAINTED. 0)c0 TO REMAIN. a) PAINTED. N, r 7=X ­ LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC TO BE REMOVED AND REPLACED 1'-4" 18}-8" 1'-4" 18'—�" 1'-4,r 18'-8" EXISTING CURB —FRAME TO REMAIN & PAINTED. (SEE DWG_ 1-4" A-200 FOR FINISH.) TO REMAIN. 041 A <A_3102) A30 A302 ('�_4 RETAIL CANOPY FLOOR PLAN - SCALE: 3/32" = 1'—O" EXISTING HANDICAP RAMP TO REMAIN. - EXISTING 101+ CRAFTERS 159'-5" o EXISTING STOREFRONT WALLS TO BE POWER WASH & PAINTED EXISTING EXISTING PAYLESS SHOE SOURDE KAACO REALTY c EXISTING HANDICAP EXISTING CONC. SIDEALK RAMP TO REMAIN. TO REMAIN. LINE OF EXISTING AWNING ABOVE. EXISTING FABRIC TO BE REMOVED AND REPLACED —FRAME TO REMAIN & PAINTED. (SEE DWG. A-200 FOR FINISH.) 3 3 Cuhaci & Peterson Architects 1220 A1DEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® CCPYRKNT Al reports. plans, specifications. computer files. field data, nates 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 lav,, stotuatory 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 laws. z 0 0 o< co 00 Q < J LTJ W U_ � w owe v�(9 F �b. ry � U EXISTHG OFFICE DEPOT 122'-2" EXISTING OFFICE DEPOT STOREFRONT & CANOPY. (NO WORK REQUIRED.) EXISTING COLUMNS TO REMAIN. EXISTING CURB EXISTING HANDICAP TO REMAIN. RAMP TO REMAI U Z s ti n N ry C10 o ooLL W >_ ZZ o a. Q _j o Z _jryo ®oma LU <U)°WJ Z �-- M z Q W WRQ �w a � co U) LU W '44 (00 REVISION 1 1 2 1 3 I 4 1 5 1 6 I 7 1 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET Al V 1 NEW AWNING SYSTEM. COLOR TO MATCH SUBWAY SIGNAGE I 2'- EXISTING SUBWAY On_ EXISTING DENTAL CENTRE EXISTING AWNINGS. EXISTING FABRIC TO BE REMOVED AND REPLACED. FRAME TO REMAIN & PAINTED. (SEE DWGS. A-200 FOR FINISH.) 00'-1 G" CANOPY REFLECTED CEILNG SCALE: 3/32" = V-0" ev\ EXISTING ROSS CEILING EXISTING ROSS CANOPY. CEILING & LIGHTING TO REMAIN. NO WORK REQUIRED. ROSS AND DOLLAR TREE STORE'S STOREFRONT & CANOPY (NO WORK REQUIRED.) EXISTING DOLLAR TREE EXISTING DOLLAR TREE AWNING & LIGHTING TO REMAIN. NO WORK REQUIRED. EXISTING CANOPY CEILING & LIGHTING TO REMAIN. CEILING TO BE CLEANED & PAINTED. LIGHT FIXTURE TO BE RE BULB & LENSE TO BE CLEAN. CANOPY FRONT FASCIA AND COLUMN TO BE REWORK WITH NEW E.I.F.S.. FINISH SEE DWGS A-200 FOR ELEVATIONS AND DWG. A-301 FOR SECTION WORK REQUIRED. sir A CANOPY REFLECTED CEILING�� SCALE: 3/32" = V-0" LEGEND EXISTING EXTERIOR LIGHT FIXTURES TO BE REMOVED EXISTING J. BOX & ELEC. POWER TO REMAIN. 0 EXISTING EXTERIOR HIGH HATS TO BE CLEAN & REBULB. ® EXISTING EXTERIOR LIGHT FIXTURES TO REMAIN 4 NEW WALL MOUNTED LIGHT FIXTURE BY: SE'LUX MODEL#: ARTEC SILHOUETTE 4 2T8 NEW E-1-F.S. SOFFIT. (SEE A-200 FOR COLOR SCHEDULE.) EXISTING UPVC LINEAR CEILING SYSTEM Q SEMI -RECESSED LIGHT FIXTURES EXISTING AWNING. EXISTING FABRIC TO BE REMOVED & REPLACED. FRAME TO REMAIN & PAINTED. (SEE A-200 FOR COLOR & MODEL.) ELECTRICAL SPECIFICATIONS 1. REPLACE EXISTING EXTERIOR LIGHT FIXTURES W/ NEW FIXTURES AS INDICATED ON THIS SHEET "SEE LEGEND ON THIS SHEET'. ELECTRICAL CONTRACTOR SHAII VERIFY EXISTING ELECTRICAL LOAD ON HOUSE PANEL TO MAKE SURE THAT EXISTING PANEL & CIRCUIT BREAKERS ARE CAPABLE TO SUPPORT THE NEW FIXTURES. 2 MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED NTH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 3. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLE'-TED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. 5. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE 'NTH THE PROGRESS OF CONSTRUCTION. o. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 7. CORRECTION OF ANY DEFECTS TO BE- COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR Of ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SCLJD; ALL THOSE #8 AND LARGER TO BE STRANDED. 10. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE 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 PROPER WORKING ORDER. 11. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. CANOPY REFLECTED CEILING SCALE: 3/32" = V-0" CANOPY REFLECTED CELNG SCALE: 3/32" = V-0" Cuhaci & Peters®n Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com — _0 COPYRIGHT All reports, plans, specifications, computer files. field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instriments of service remain the property crf Cuhaci & Peterson. Architects. Cuhaci & Peterson shall retain all common law, statuetory 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 laws. z 0 0 N� L.L. 0� 0 0 CIO Wr*-_ ❑- co co W ¢ _jF - QwLU F" �LLI 0 00 z ;:70; L0 5 5� REVISION 1 1 2 3 1 4 1 5 I 6 1 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN M M/AN CHECKED MP SHEET Al 02 19 0 z_ ,J T" W V L ❑ W U ti 04 Lij /n I.i� ❑ U_ LU 00� ❑ ry Zz0 t�' _5 L 0 z C. ° W Q o Z LLI ®mow LL W LU I<.L M C/) 5 5� REVISION 1 1 2 3 1 4 1 5 I 6 1 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN M M/AN CHECKED MP SHEET Al 02 19 /'- RETAIL CANOPY ROOF PLAN- ) 111 A � �RETAIL CANOPY ROOF PLAN A NOTES aEXISTING ROOF SYSTEM. El AWNING (SEE A-200 FOR COLOR SCHEDULE & MODEL) PRE -FINISHED ALUMINIUM COPING. (CORNICE.) TF A a1RETAIL CANOPY ROOF PLAN N Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 1D COPYRfGi-fi All reports, plans, specifications. computer files. field data, notes and other documents are ins"ments of ser ke prepared by Cuhoci 1c Peterson, Architects as instruments of service remain the property of Cuhaci do Peterson, Architects. Cuhaci & Peterson shall retain all common law, 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 laws. Z 0 0 0� 0 J r*-_ CL � U_ =jW 0WQ W U 0 F 00Q U S2 (0 Cfl It - to LID Z C NLL �- C 0 Cid 0 0�0 � Zoe � <C Z o0 �U_ Z W<U)UL �Q z0 Z �— ,U lll�< Li Ww �coU) W0� _.-. ..•m%, or 40 40 -4 REVISION 1 2 3 4 5 1 6 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET Al 03 (�'_1CANOPY ELEVATION 2 1 3 1 Ln Z HI m H 7 7 F_ � 200112 N Q wCL DATE 000 ®Q DRAWN MM/AN � 0 W ZOO _j T\T! p _ ® It Q Q ��o _� Z ��Z I- LL L Q o (D C'7 Q {f) w Uj , EL (�'_1CANOPY ELEVATION Illy A z CAN_OPY ELEVATION scue. 3/32" = V-0" ("_s CANOPY ELEVATION OKEYNOTES.- 1 PRE -FINISHED ALUMINIUM COPING. 2. PRE -FINISHED GRAVEL STOP. (COLOR TO MATCH ADJACENT WALL COLOR.) 3. PREFINISHED ALUMINIUM FLASHING. 4. 1 1/2' EJ.F.S. OVER METAL STUDS FRAMING SYSTEM. (HIGH IMPACT UP TO 11'-10") 5. 1 1/2:" E.I.F.S. OVER EXISTING C.M.U. WALL SYSTEM. 6. E.I.F.S. FOAM CORNICE ATTACHED TO FRAMING SYSTEM 7_ 3/4' DEEP GROOVE. SEE DETAIL 3/A502 8. 5/8" DENSGLAS GOLD EXTERIOR SHEATING OVER METAL STUDS FRAMING SYSTEM. 9. 5/8" FIRE RATED CDX PLYWOOD OVER METAL STUDS FRAMING SYSTEM. 10. MEMBRANE FLASHING UP TO AND OVER METAL CAP OVER 5/8" F.R. CDX PLYWOOD.) 11. METAL STUDS FRAMING SYSTEM. (SEE STRUCTURAL DWGS.) 12. EXISTING STRUCTURAL STEEL COLUMN TO BE PAINTED. 13. EXISTING CONCRETE FLOOR SLAB. 14. EXISTING CONCRETE SIDE WALK. 15. EXISTING CONCRETE FOOTING. 16. EXISTING STEEL AWNING SYSTEM FRAME TO BE PAINTED. 17. NEW STEEL FRAME AWNING SYSTEM TO BE PAINTED. 18. EXTERIOR LIGHT. FIXTURE UNDER AWNING (SEE ELECTRICAL DWGS.) 19. NOT USED. 20. AWNING NEW CANVAS FINISH. 21. EXISTING WINDOW & FRAME. 22. EXISTING STOREFRONT. 23. EXISTING LANDSCAPING. 24. E.I.F.S. DIAMOND. 25. EXISTING WALL POWER WASHED AND PAINTED. 26. EXISTING STRUCTURE. 27. EXISTING -ROOF SYSTEM. 28. NOT USED. 29. EXISTING STUCCO CEILING TO BE PAINTED. 30. EXISTING KNEE WALL POWER WASHED AND PAINTED. 0I.C.I. COLORS: EQUIVALENT SHERWIN WILLIANS: 1. 396: "PEACH CHIFFON" 1. S -W 1338: "MOZART MELON" 3. 670: "WINTER BIRD" 3. S -W 2423: "POLAR WHITE' 4. 382: "KENYA CORAL" 4. S -W 1337: "TOPAZ' 5. 351: "CLOUD COVER" 5. S -W 2114: "GRIS' 6. 166: "RIDING HOOD" 6. TO MATCH I.C.I. COLOR 7. AWNING BY: PATIO 500 COLOR 518 & 565 STRIPE A (�_4 CANOPY ELEVATION EXISTING OFFICE DEPOT CANOPY & STOREFRONT (NO WORK REQUIRED) -0 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2548 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET:- www.c-p.com 0 COPYRiGW All reports, plana. specifrcatiores, computer files, field data, notes and other documents are instruments of service prepared try Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, stotuatory 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 laws. Z 0 0 0. 00-00 0r �0 �.J ry >' � � � L1. to CO Q J LLI u) L.L. � W ®W� v�(D t rY Z �co< LO U 2 1 3 1 Ln Z HI m H 7 7 F_ Illy A z CAN_OPY ELEVATION scue. 3/32" = V-0" ("_s CANOPY ELEVATION OKEYNOTES.- 1 PRE -FINISHED ALUMINIUM COPING. 2. PRE -FINISHED GRAVEL STOP. (COLOR TO MATCH ADJACENT WALL COLOR.) 3. PREFINISHED ALUMINIUM FLASHING. 4. 1 1/2' EJ.F.S. OVER METAL STUDS FRAMING SYSTEM. (HIGH IMPACT UP TO 11'-10") 5. 1 1/2:" E.I.F.S. OVER EXISTING C.M.U. WALL SYSTEM. 6. E.I.F.S. FOAM CORNICE ATTACHED TO FRAMING SYSTEM 7_ 3/4' DEEP GROOVE. SEE DETAIL 3/A502 8. 5/8" DENSGLAS GOLD EXTERIOR SHEATING OVER METAL STUDS FRAMING SYSTEM. 9. 5/8" FIRE RATED CDX PLYWOOD OVER METAL STUDS FRAMING SYSTEM. 10. MEMBRANE FLASHING UP TO AND OVER METAL CAP OVER 5/8" F.R. CDX PLYWOOD.) 11. METAL STUDS FRAMING SYSTEM. (SEE STRUCTURAL DWGS.) 12. EXISTING STRUCTURAL STEEL COLUMN TO BE PAINTED. 13. EXISTING CONCRETE FLOOR SLAB. 14. EXISTING CONCRETE SIDE WALK. 15. EXISTING CONCRETE FOOTING. 16. EXISTING STEEL AWNING SYSTEM FRAME TO BE PAINTED. 17. NEW STEEL FRAME AWNING SYSTEM TO BE PAINTED. 18. EXTERIOR LIGHT. FIXTURE UNDER AWNING (SEE ELECTRICAL DWGS.) 19. NOT USED. 20. AWNING NEW CANVAS FINISH. 21. EXISTING WINDOW & FRAME. 22. EXISTING STOREFRONT. 23. EXISTING LANDSCAPING. 24. E.I.F.S. DIAMOND. 25. EXISTING WALL POWER WASHED AND PAINTED. 26. EXISTING STRUCTURE. 27. EXISTING -ROOF SYSTEM. 28. NOT USED. 29. EXISTING STUCCO CEILING TO BE PAINTED. 30. EXISTING KNEE WALL POWER WASHED AND PAINTED. 0I.C.I. COLORS: EQUIVALENT SHERWIN WILLIANS: 1. 396: "PEACH CHIFFON" 1. S -W 1338: "MOZART MELON" 3. 670: "WINTER BIRD" 3. S -W 2423: "POLAR WHITE' 4. 382: "KENYA CORAL" 4. S -W 1337: "TOPAZ' 5. 351: "CLOUD COVER" 5. S -W 2114: "GRIS' 6. 166: "RIDING HOOD" 6. TO MATCH I.C.I. COLOR 7. AWNING BY: PATIO 500 COLOR 518 & 565 STRIPE A (�_4 CANOPY ELEVATION EXISTING OFFICE DEPOT CANOPY & STOREFRONT (NO WORK REQUIRED) -0 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2548 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET:- www.c-p.com 0 COPYRiGW All reports, plana. specifrcatiores, computer files, field data, notes and other documents are instruments of service prepared try Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, stotuatory 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 laws. Z 0 0 0. 00-00 0r �0 �.J ry >' � � � L1. to CO Q J LLI u) L.L. � W ®W� v�(D t rY Z �co< LO U 0 Y REVISION 1 1 2 1 3 1 Ln Z m o 7 7 F_ � 200112 N Q wCL DATE 000 ®Q DRAWN MM/AN � 0 W ZOO _j 0 Z p _ ® It Q Q ��o _� Z ��Z I- LL L Q o (D C'7 Q {f) w Uj , EL 0 Y REVISION 1 1 2 1 3 1 4- 7 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET A-200 n_ 1 123'-11" A.F.F. T.O. FRAME 1 118'-8" A.F.F. TO. EXISTING W1 V.I.F. 110'-0" A.F.F. T.O. EXISTING WINDOW TOP SILL 102'-3' A.F.F. T.O. EXISTING KNEE WALL 1 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SL; 0✓ w Y f i RETAIL CANOPY WALL SECTION SCALE: 1" =1' -Op Lf i 6-d' (W.F.) 2 RETAIL CANOPY WALL SCALE: 1A=1'-0" 123'-10" A.F.F. T.O. FRAME 3 ' A500 121'-6' A.F.F. T.O. EXISTING WALL. V.I.F. 100'-0" A.F.F T.O. EXISTING CONC. FLOOR 6'-0" (V.I.I=.) SLOPE 1/4" PER FOOT )RETAIL CANOPY WALL SECTION SCALE: (D KEY NOTES: 1. PRE -FINISHED ALUMINIUM COPING. (SEE A-200 FOR COLOR SCHEDULE.) 2. PRE -FINISHED GRAVEL STOP. (COLOR TO MATCH ADJACENT WALL COLOR.) 3. PREFINISHED ALUMINIUM FLASHING. 4. 1 1/2" E.I.F.S. OVER METAL STUDS FRAMING SYSTEM. (HIGH IMPACT UP TO 11'-10") 5. 1 1/2" E.I.F.S. OVER EXISTING C.M.U. WALL SYSTEM. 6. E.I.F.S. FOAM CORNICE ATTACHED TO FRAMING SYSTEM (SEE A-200 FOR COLOR SCHEDULE AND DETAIL A /A500.) 7. 3/4' DEEP GROOVE (SEE A-200 FOR COLOR SCHEDULE.). SEE DETAIL 3/A502 8. 5/8" DENSGLAS GOLD EXTERIOR SHEATING OVER METAL STUDS FRAMING SYSTEM. 9. 5/8" FIRE RATED CDX PLYWOOD OVER METAL STUDS FRAMING SYSTEM. 10. MEMBRANE FLASHING UP TO AND OVER METAL CAP OVER 5/8 F.R. CDX PLYWOOD.) 11. METAL STUDS FRAMING SYSTEM. (SEE STRUCTURAL DWGS.) 12. EXISTING STRUCTURAL STEEL COLUMN. 13. EXISTING CONCRETE FLOOR SLAB. 14. EXISTING CONCRETE SIDE WALK. 15. EXISTING CONCRETE FOOTING. 16. EXISTING STEEL AWNING SYSTEM. 17, NEW STEEL FRAME AWNING SYSTEM TO BE PAINTED. 18. EXTERIOR LIGHT FIXTURE UNDER AWNING (SEE ELECTRICAL DWGS.) 19. EXISTING 5TEELBE REMOVEB AND RE-INSTALL 5— NI.. NOT USED. 20. SUMBRELLA AWNING CANVAS FINISH. 21. EXISTING WINDOW & FRAME. 22. EXISTING STOREFRONT. 23. EXISTING L*IDSCAPING. 24. E.I.F.S. DIAMOND. 25. EXISTING WALL. 26. EXISTING STRUCTURE. 27. EXISTING ROOF SYSTEM. 28. ^B- NOT USED. 29. EXISTING STUCCO CEILING TO BE PAINTED. 30. EXISTING KNEE WALL. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 0 COPYRIGxiT All reports, plans, specifications. computer fD--s. field data, notes and ather documents are Instruments of service prepared by Cuhaci & Peterson, ro Ahitects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law; statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhad & Peterson is ❑ violation of Federal copyright laws. z r 0 3 (0 5 I Lid O C PROJECT NO. 200112 ry AS SHOWN DATE Oo DRAWN M M/AN CHECKED �/ Uj � Q U Q U) Lj_ I I - W rAl V W F— w V z 00 o c) 2'-02LIDU V _ i REVISION 1 l r 3 (0 5 I Lid 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN M M/AN CHECKED MID Lam. Q 0 zn <z° u_ o c) �= _, ® w ° Lu < ® Cf) z �•— u- z 0)z w J J ~Q o00w a LL Cy) U) N j V _ i REVISION 1 l 2 3 4 5 I 6 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN M M/AN CHECKED MID SHEET t n A-300 , 110'-0n A.F.F. F `7 EXISTING CANOPY CLG. V.I.F. 1 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB 6'—Cr (VJ.F.) SLOPE 1/4 PER FOOT / SCALE: 1"=V-00 t .,?q -;) i `s Ul 124'-5' A.F.F. 0 T.O. FRAME Sy- M! f•} C^,r.i T;`1 .- .-.:•f, a.._ -. r,:.) I SfT> >S�.'-f lVt tM. '+i!.. %'S t _,.. ) _•"f �_.'yi,x �1'a .._. iL._:.. uK �. i Tr. PT —.#"E'.. j3'I* «A. .._-.i%1"i is f� N 4. .:'-D #'J•` _ ® ❑ (.)0 121'-5" A.F.F. T.O. EXISTING 'r i -F - -5! - tt t }rt. ROOF SYSTEM V.I.F. S R 'u:'4 X W +II( LL W LU < W 110'-0n A.F.F. F `7 EXISTING CANOPY CLG. V.I.F. 1 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB 6'—Cr (VJ.F.) SLOPE 1/4 PER FOOT / SCALE: 1"=V-00 t .,?q -;) i `s Ul 121'-4" A.F.F. 0 T.O. FRAME Sy- M! f•} C^,r.i T;`1 .- .-.:•f, a.._ -. r,:.) I SfT> >S�.'-f lVt tM. '+i!.. %'S t _,.. ) _•"f �_.'yi,x �1'a .._. iL._:.. uK �. i Tr. PT —.#"E'.. j3'I* «A. .._-.i%1"i is f� N 4. .:'-D #'J•` _ ® ❑ (.)0 121'-6" A.F.F. T.O. EXISTING 'r i -F - -5! - tt t }rt. ROOF SYSTEM V.I.F. S R 'u:'4 X W +II( LL W LU < W S C-; i ri; - ' + H t _' [-_ - a'i`. - ..S ; ? ; - _ _ _ F":^: l:.i i., i r'• vl �l•5N.5U't �- W—� U { 110'-0" A.F.F. EXISTING CANOPY CLO. V.I.F. 100'-0° A.F.F. L T.O. EXISTING CONC. FLOOR SLAB SLOPE 1/47 PER FOOT Aix a�=3ey-d A�5 3 4 �e T 3..3 3 @ +i }*.9:*:'7 r -.o �"'.J Ev ."s,_ f $ D3c=so- 3, ; tNrFM i 1T,Fci 3 ,3l 2 tli"i+�t uPre d2 a 3 ---------- r` SCALE: 1"=1'—Op E 121'-6" A.F.F. T.O. EXISTING ROOF SYSTEM V.I.F. 110'-0° A.F.F. EXISTING CANOPY CLG. V.I.F. jk 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB \_1 KEY f 10TES : �D CCPYRIc-2iT All reports. Pians, specifications, computer files, field data. rKTY and ather documents or - instruments of ser4ca Prepared by cuhaci & Peterson, Architects as insU iments of service remain the property cf Cuhoci & Peterson. Am-hitects. Cuhoci & P>terson shall retain all common low, statmtory and other rvaeri d rights, mclu4ing the copyright thereto. Arry use or reproduction of this document without written permission from Cuhaci do Peterson is a v€clotion of Federal ca yrigh+, iaatS. z .,?q -;) i `s Ul r 0 CD Lt's i Sy- M! f•} C^,r.i T;`1 .- .-.:•f, a.._ -. r,:.) I SfT> >S�.'-f lVt tM. 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REVISION 1 � 2 i J' 5 6 I 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET A-301 r CD Lt's i C'7 ti f� N 0. -y ® ❑ r <z® O W LU < O C/) �- W—� ofw Lj- Z w -J co U� U L-16 0- or, /. REVISION 1 � 2 i J' 5 6 I 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET A-301 k 3 5,- 3 V T y' .1s c 3 vA, 3 SCALE: 1"=.I'-0" - 110'-5' A.F.F. B.O. EXISTING AWNING V.I.F. 100'-0't A.F.F. T.O. EXISTING CONC. FLOOR SLAB SCALE: 1'=1' -OU DKEY NOTES: V CQRR*hr All repots, Plons, specification:, computer files, field dots, notes and other documents are in5"rnerrt3 of service prepared by Cuhaci & Peterson, Architects os instnlments of service mmain the property of Cuhoci & Peterson. Architects. Cuialci N Peter -.on shop retain all comrrson kow, statuatary and other re3eried right-, inc[,4 ng the copyright ihersto_ Any use or reproduction of this document without written permission from Cuhaci & Paterson is a •.iolation of Fed,.,m( copyright lons. z _0 F 0 V w W 0LU�- LLJ C) z �_ 0 JV Q0 f''.-"-"C,','.�?: i _l'_... MM/AN 4 .... v �/... .... ,i? , >-........ CHECKED MP 10 ."F 1}=. ,\.� rye u-.. A Fr,'V: SHEET _ r,�s r._.: ,.�;.:., ..'� i [ D 5 NI_.r i`._ r ._F 7�Aj �q1 1 mil_ =;y. J i 'F.♦} t._� .. �, _.� ov FC) N •. .2.. - IV 0..rti 0 ._ ._ ... __... a ... ... sem_.. -..f. �.. f.. ,... ._..:.._. ...tL` .. Y. r . ..... ".. ..... t _ - �•( :t 5 } f f � �i-.i �`. til l`.ti '. r`{_ .�3 E t_ _ '.F _ _"� _- LY,"_ - 0 U) z <Z-1 _ k-.. }M_�. i'i... .r : t sT.•,.. r }�. 4_r-.., L) t ._ ..��'.t" -. +._.� .... .z .i ._ •.4 ,-'`h, ttAjf• --•:Yil (( _1®0� 1 CLS :•1! '—t om JU W 11f < Cl)� t / v / i'"' L8J � EX ._ r=iNN-1111". 5 T _j ( �'a?.._I/i' S t =. rl � l?:� M® _ .�.tls:'t::. 1 z!—, '. �N ;`.�..__ 'i 4.. t'..7 z_ W `z ..... = :.i "�'.`_' '`....-_._. ...-i ,Ji'i%�. ,'s — , .� ,'l _.. ,"i'.._ ... EMS NNIN NA.' L 2113. r_F. .�.—�'S"'�T�..i/. iDr 2_ ill t^i i,t-. V CQRR*hr All repots, Plons, specification:, computer files, field dots, notes and other documents are in5"rnerrt3 of service prepared by Cuhaci & Peterson, Architects os instnlments of service mmain the property of Cuhoci & Peterson. Architects. Cuialci N Peter -.on shop retain all comrrson kow, statuatary and other re3eried right-, inc[,4 ng the copyright ihersto_ Any use or reproduction of this document without written permission from Cuhaci & Paterson is a •.iolation of Fed,.,m( copyright lons. z _0 F 0 V w W 0LU�- LLJ C) z �_ 0 JV Q0 1000ptl#40t v wl RD/tSION 1 1 22 J� 55 i 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET i [ 302 7�Aj �q1 1 ,a N 0 ZO 0 U) z <Z-1 L) _® _1®0� W 11f < Cl)� t / v / i'"' L8J � L 7 _j M® 1000ptl#40t v wl RD/tSION 1 1 22 J� 55 i 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET i A 302 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 All reports, plans, specifications, computer files. field data, notes and other documents are instnsnents of service prepared by Cuhaci & Peterson. Architects as instruments of service remain the property of Cuhaci &Peterson, Architects. Cuhaci & Peterson shall retain all common law, stotuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without wntten permission from Cuhaci & Peterson is a violation of Fedeml copyright laws. z 0 0 L3.. r0 J � n- M W< _j LU w C..) M. 00 LLI Lo � U r 3 I 8" r 5 I Ln 7 PROJECT NO. 200112 7 1/2" V.LF. 7 1/2- DATE 01-30-02 Na- Q CHECKED MID 0 NEW E.1.F.S. n �-/ C ❑ y U) 2'-2 1/27 1'-1 1/f O D 2'-2 1 /2" z®0 U ARCHITECTURAL ACCENT `L LU z � 0 C! LU C) 0 (SEE DETAIL X/A-500) LU Wiz (Q PU C!) (L W G PREFINISHED ) 1 l I I 1 I 5/8" FIRE RETARDANT 3 5/8" METAL STUDS FRAMING SYSTEM. ALUMINUM CAP CDX PLYWOOD (SEE STRUCT. DWGS.) 2 x P.T. I I+ + 1 _7 _x+ + X X x II SLOPE WOOD BLOCKING I+ + x�X X I + +I — _� _ -/ _ -� _�- -_ -- 3 5/8 METAL STUDS — ++\ I I+ -- ----� - i --✓i2 +SR/ FRAMING SYSTEM. 3 5/8 METAL STUDS / (SEE STRUCT_ DWGS.) FRAMING SYSTEM. 1/2E.I.F.S. -mo - - - - - - / -X (SEE STRUCT. DWGS.) � \ \\/ I1III!IIIIII I1IIIIIIII .- < <+ 5/8" FIRE RETARDANT . CDX PLYWOOD 5/8DENSGLAS GOLD EXTERIOR SHEATING SEAT 3/4' E.I.F.S. 3 5/8" METAL STUDS CD FRAMING SYSTEM. � (SEE STRUCT. DWGS.) \/ I 1 1/2" E.IF.S. METAL STUDS /�+IIiII11 � FRAMING SYSTEM. + ++ I (SEE STRUCT. DWGS.) X f \1 1 --+ — —— - - - I+-- -+I 5/8'DENSGLAS GOLD + \ 5/8„ DENSGLAS GOLD EXTERIOR SHEATING aN 6 METAL STUDS EXTERIOR SHEATING I+ FRAMING SYSTEM, (SEE STRUCT. DWGS.) DECORATIVE FOAM TRIM �-+ DECORATIVE FOAM TRIM + DRIP DRIP ++ DRIP 1 11 2'x P.T. I WOQ BLOCKII` 5/8" DENSGLAS GOLD /2' 1'-5" 4- ' /T EXTERIOR SHEATING 7 1/2" 1/2" 1 1 ?r lir 6" METAL STUDS SYSTEM. `BACKER RODFRAMING (SEE STRUCT. DWGS.) I II & SEALANT z EXISTING ROOF BACKER ROD I1 - SEALANT 00PREFINISHED ALUMINUM 1II FLASHING. (SEE A-200 EXISTING ROOF FOR COLOR.) II EXISTING METAL FRAMING TO REMAIN & REPAINTED. AWNING FABRIC TO BE REPLACED. (SEE A-200 FOR COLOR.) EXISTING WALL CORNICE 2 CORNCE 4 CORNICE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 6'-0"11 2'-2 1/2" 1'-6 3/4 2'-2 3/4 2'-2 1/2' 2'-2 1/2" 3 5/8" METAL STUDS 3 5/8" METAL STUDS 5/8" FIRE RETARDANT FRAMING (SEE STRUCT. SYSTEM. DWGS.) PREFINISHED 2 x P.T. WOOD BLOCKING5/8" FIRE RETARDANT FRAMING SYSTEM. CDX PLYWOOD ALUMINUM CAP CDX PLYWOOD (SEE STRUCT. DWGS.) 1 1/2" x P.T. WOOD SLOPE PREFINISHED BLOCKING77-77 / LUMINUM CAP --------_ _ , ++ +----_--------- /- __ 1+ +1 — +I �++ 1IIIIIIII1IIIII1I !I1IIIIII �A1 �H \�--- BACKER ROvcco D &. SEALANT ` \ � ` � `- 3.5/8" METAL STUDSSEALAN / 3 5/8, METAL STUDS •- � FRAMING SYSTEM. jI4N o FRAMING SYSTEM_ b (SEE STRUCT. DWGS.) � -/-1+ (SEE STRUCT. DWGS.) - ��^ \••. -- - \- 5/8" DENSGLAS GOLD + + +I - - - - - - - /" DENSCLAS GO L R, SN TE' �p� IOE XTERIOR SHEATING + i z DECORATIVE FOAM TRIM DECORATIVE FOAM TRIM - Q_ DECORATIVE FOAM TRIM DECORATIVE FOAM TRIM )f�1 '1 2' x P. T ! WO 'qL INC I[III1 IIIIIII 1 1/2' x P.T.BACKER ROD SEALANT WOOD BLOCKING /<�C - 1+ + <X 1+ +I IIII111I < 1+ + I '< %< + I I 1/2" 4 1/4' -i _----- 1 1/2" 4 1/4' O ' III I ._.. v 1 1/2" E_I.F.S. I 1 I NEW E.I.F.S. ARCHITECTURAL ACCENT 5/8DENSGLAS GOLD � NEW E.I.F.S. ARCHITECTURAL ACCENT (SEE DETAIL X/A-500) I 1 I I1II! 5/8" DENSGLAS GOLD EXTERIOR SHEATING `o (SEE DETAIL X/A-500) EXTERIOR SHEATING Co 1 1/E.I.F.S. X X X < 1+ I+ +1 _1 I+ + I 1+ +1I 1 1/2E.I.F.S. iIII1II 6" METAL STUDS SYSTEM. 5/8DENSGLAS GOLDFRAMING IIIII1III I1!!I 5/8" DENSGLAS GOLD (SEE STRUCT. DWGS.) EXTERIOR SHEATING IIIII EXTERIOR SHEATING No 1 1/2"x P.T. 1I111 WOOD BLOCKING o MECHANICALLY FASTENED TO EXISTING STRUCTURE I I1III1 / II1I1I DRIP DRIP EXISTING WALL II{I1I1IIIII! 1/2 7 1/27 Ij BACKER ROD SEALANT 1II II 00 PREFINISHED ALUMINUM EXISTING ROOF DRIP DRIP FLASHING. (SEE A-200 FOR COLOR.) I+ ME EXISTING METAL FRAMING TO REMAIN & REPAINTED. AWNING 7 1/2" FABRIC TO BE REPLACED. (SEE A-200 FOR COLOR.) EXISTING WALL BACKER ROD & SEALANT PREFINISHED ALUMINUM FLASHING. (SEE A-200 FOR COLOR.) EXISTING METAL FRAMING TO REMAIN & REPAINTED. AWNING CONCE r w����� L7 (�+; FABRIC TO BE REPLACED. (SEE A-200 FOR COLOR.) SCALE: N.T.S. SCALE: N.T.S. 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 All reports, plans, specifications, computer files. field data, notes and other documents are instnsnents of service prepared by Cuhaci & Peterson. Architects as instruments of service remain the property of Cuhaci &Peterson, Architects. Cuhaci & Peterson shall retain all common law, stotuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without wntten permission from Cuhaci & Peterson is a violation of Fedeml copyright laws. z 0 0 L3.. r0 J � n- M W< _j LU w C..) M. 00 LLI Lo � U 1 r 3 I r 5 I Ln 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 Na- Q CHECKED MID 0 n �-/ C ❑ y U) O D < z®0 U `L LU z � 0 C! LU C) 0 W LU Wiz (Q PU C!) (L W G ) 1 2 3 I 4 5 I 6 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MID SHEET 11L A-500 1 D 6" METAL STUD FRAMING SYSTEi (SEE STRUCT_ E 3 5/8" METAL S FRAMING SYSTEM (SEE STRUCT. DV 5/8" DENSGLAS EXTERIOR SHEATI 1 11Z' E.I.F.S. 7 1/2- 5 /2"5 1 /2" CANOPY COLUMN L2SCALE: N.T.S. 3 5/8" METAL STUDS FRAMING SYSTEM. (SEE STRUCT. 1 1 /2" E.I.F.S 5/8" DENSGI EXTERIOR SH BACKER ROD & SEALANT EXISTING CONCRETE SI 2 CANOPY COLUMN s CANOPY COLUMN 6" METAL STUDS FRAMING SYSTEM. (SEE STRUCT. DWGS.) 1 1/2" E.I.F.S. 5/8" DENSGLAS GOLD EXTERIOR SHEATING BACKER ROD & SEALANT EXISTING CONCRETE SLAB --" METAL STUDS AMING SYSTEM. =E STRUCT. DWGS.) 1/27 E.I.F.S. 4CKER ROD SEALANT a \CANOPY COLUMN SCALE: N.T.S. -W ALUMINU RAVEL STOP 3EE A-200 :XISTING ROOF �5CANOPY COLUMN � ssnI e N.T.S. N a i 6" METAL STUD FRAMING SYSTE (SEE STRUCT. I 3 5/8" METAL S FRAMING SYSTEM. (SEE STRUCT. DV 1 1/2!' E.I.F.S. 5/8" DENSGLAS EXTERIOR SHEATI GRID 2'- 5 1 /2" s CANOPY �7 CANOPY COLUMN "\�j SCALE: N.T.S. 3 5/8" METAL FRAMING SYSTI (SEE STRUCT- 1 1/2- E.I.F.S, 5/8" DENSGIJ EXTERIOR SHE e \CANOPY COLUMN PREFINISHED ALUMINU FLASHING. (SEE A -2C FOR COLOR.) EXISTING METAL FRAM,,.,, ,„ REMAIN & REPAINTED. AWNING FABRIC TO BE REPLACED. (SEE A-200 FOR COLOR.) i s \CANOPY COLUMN Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® CCPYRIGFFr All reports, plans, specifications, computer Tiles. field dots, notes and other documents are instruments of service prepared by Cuhaci k Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson. Architects.Cuhaci & Peterson shall retain oll w common lo, stotuotory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci do Peterson is a violation of Federal copyright laws. z 0 U) 0 0- � 0� ❑ 0 < � J I�- J n- C � W -� LL 0 W A W �- w V zoo z Co Q U L r Lfl LO ® i REVISION 1 2 3 4 S I 5 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET A- 5 01 C� U) N � CY) � W OR to zoo a Q W z ❑ Q �1 w 2 < U) W ¢ z U W 0 Z w rr P�� Vv� LU a LL 00 MU) V� u1 Cn� ® i REVISION 1 2 3 4 S I 5 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET A- 5 01 r r i 01 2'-2 3/4" 1'-6 3/4" 2'-2 1/2" 4'-7 1 /2" 3 5/8" METAL STUDS 2'-3 3/4„ 1,-4„ 11 3/4" 5/8" FIRE RETARDANT FRAMING SYSTEM. PREFINISHED 2 x P.T. CQX PLYWOOD (SEE STRUCT. DWGS.) WOOD BLOCKING ` ALUMINUM CAP Cuhaci &Peterson Architects \� +_� , ALD OAD — \�---�.. --- ------ 1+ --+•I --- + + / / \ 1220 DO, FLORIDA_ \ \— !— —i --- --- I ----------- + + / PHONE (407)228 4220 — — — ORLANDO, FRIDA 3280 3-2546 \ T r FAX (407) 228-4219 << INTERNET: www.c—p.com BACKEF SEALANT - / ffeid data. notes and other documents ore All reports, plans, specifications, computer files. 3 5 8" METAL STUDS \ \ \ \ I I I I / / / �\ instruments of service prepared by Cuhoci & Peterson. Architects as instruments of service O \ \ i rights, including the copyright thereto. Any common low, statuatory and other reserved FRAMING SYSTEM. I I I I / �1/ remain the property of Cuhaci & Peterson, I Architects. Cuhaci & Peterson shall retain all (SEE STRUCT. DWGS.) \ \ I I / / / �, _I < / / \ I a violation of Federal copyright laws. \ — — — — — — — — T — — / �'' use or reproduction of this document Without � + + + �- � 3 5/8" METAL STUDS Written permission from Cuhaci k Peterson is I � I / I / / FRAMING SYSTEM. EXISTING COLUMN = \ + + I+�/+ + I / / (SEE STRUCT. DWGS.) — — — — — — — 5/8" DENSGLAS GOL -I- f EXTERIOR SHEATING - I DECORATIVE FOAM TRIM I I DECORATIVE FOAM TRIM 0 + +� 1 1 P.T. I + + I a + + WOOD BLOCKINGI + +I I i , I 1 1 /2 1'-5" 4 1/4!' Z I �C \ < i i { <` .1/2 1 1/2' E.I.F.S. < I / I I I 1 1/2!' E.I.F.S. 5/8" DENSGLAS GOLD I EXTERIOR SHEATING NEW E.I.F.S. ARCHITECTURAL ACCENT I I I I 5/8" DENSGLAS GOLD (SEE DETAIL X/A-500) I I I I EXTERIOR SHEATING _ Ir I I I I < 6" METAL STUDS r� I I r- FRAMING SYSTEM. 1 I I SEE STRUCT. DWGS.) 0 � 1 1 /2 E.I.F.S. � I I I l ( i I I i I � 5/8" DENSGLAS GOLD I I I I Co EXTERIOR SHEATING i i I I 4 CAI OPY COLUMN ! I SCALE: N.T.S. w U) LL I I 6' METAL STUDS 0.00 �- << I I I FRAMING ISYSTEM. O W / I I (SEE STRUCT. DWGS.) W I �, - EXISTING COLUMN -------\ 0 Q CY Xx I I < � e[ �r� I x L0 i x / I<{ / / EXISTING WALL EXISTING WALL < I I I I x ;< l < `x w� I I i x / - METAL AWNING'S 1 1/2" I I x o ALUMINUM TUBE I I I I / N PREMANUFACTURED FRAME, X i MANUFACTURER'S INSTALLED PER << I I X / RECOMENDATION i I I x I. l ;c / TYPICAL BOLT, I I I NUTS & WASHERS 49 I l I I I I DIRECTLY ETOAFRAMING OLT I I 1 X DRIP I I I I <`< DRIP X ' I / 3 5/8" METAL STUDS 3"x 3" ALUMINUM ANGLE <� I I I I X FRAMING SYSTEM. 2 REQUIRED PER FRAME AS lx/, I I I I - (SEE STRUCT. DWGS.) / PER MANUFACTURER'S RECOMENDATION. C� r X FILL VOID WITH E.I.F.S. 7 1/2:' X � N v X \ r X M r Z X _ �� X i - X !n BACKER ROD - > X (ff) & SEALANT C0 X PREFINISHED ALUMINUM 1 1/2" E.LF.S, N FLASHING. (SEE A-200 EXISTING ROOF X co FOR COLOR.) w 1'-4 1 4" 1'-3 1 4" 0 0 EXISTING METAL FRAMING TO / / 5/8" DENSGLAS GOLD 0 (� REMAIN & REPAINTED. AWNING -11 EXTERIOR SHEATING Z ❑ 0 O FABRIC TO BE REPLACED. " Z J w (SEE A-200 FOR COLOR.) L j LL z [ COR"CE 5 CANOPY COLUMN 7 TYPICAL AWNING SUPPORT � Cl) o � w SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 8 W O Z UU} LLJ Q ❑° M co N y 3/4„ 1 1 /2" l 2" 1'-4 2" I 3� 1/2„10 i < 3/4 3/4 6" METAL STUDS EXISTING WALL '� O \ FRAMING SYSTEM. (SEE STRUCT. DWGS.) r \ a .- 1 1/2" E.I.F.S. / I I ' 7 1/4!' r 5/8" DENSGLAS GOLD / / BACKER ROD �y Rer1SI0N / N EXTERIOR SHEATING I & SEALANT 1 r N � I• 10 1/4!' NEW AWNI�lIG \ 3 TYPICAL 2 REVEAL PREFINISHED ALUMINUM 4 _ } FLASHING. (SEE A-200 5 � �y CV til \ FOR COLOR.) / 6 7 / EXISTING METAL FRAMING TO 7 1 2' REMAIN & REPAINTED. AWNING PROJECT NO. 200112 ;- FABRIC TO BE REPLACED. (SEE A-200 FOR COLOR.) t SCALE AS SHOWN CV DATE 01-30-02 DRAWN MM/AN CHECKED MP SHEET <AX, 0< - � ARCHITECTURAL ACCENTri-ARCHITECTURAL ACCENT s ARCHITECTURAL ACCENT 8 REVEAL DETAIL A-502 _ SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. a fe t; STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA D-1 CODES: -STANDARD BUILING CODE 1997 EDITION D-2 DESIGN LIVE LOADS: ROOF 20 PSF. PUBLIC SPACE 100 PSF. D-3 DESIGN WIND SPEED 100 MPH. USE FACTOR LO D-4 SEISMIC: ZONE 0 D-5 ALLOWABLE SOIL BEARING PRESSURE 2000PSF. - D-6 All work shall be in strict accordance with tf%test edition of Standard Building Code, and all applicable Local Codes. D-7 Onlywritten chopr es approved by the ARCHITECT/ENGINEER shall be permitted. - D-8 General Contractor shall coordinate structural drawings with all other disciplines. Where there are conflicts in informatio+presented in the drawings or if the drawings ore unclear or insufficient in any manner that may inhibit the - I contractor's understanding of the project, such conflicts shall be brought to the Architect/Engineers attention prior to bidding and the necessary adjustments shall be made per their instructions. D-9 THESE RENOVATIONS AND REPAIRS HAVE BEEN DESIGNED TO MEET OR EXCEED THE 1OOmph. WIND LOAD REQUIREMENTS OF SECTION 1600 OF THE STANDARD BUILDING CODE 1997 EDITION. THESE DRAWINGS ARE NOT MENT TO IMPLY THAT THE REST OF THE EXISTING STRUCTURE TO REMAIN THAT HAS NOT BEEN ALTERED OR REPAIRED MEETS CURRENT CODES. D-10 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 8ROKEN DOWN & PROVIDED WITH UNIT BID PRICES SHOWING BID PRICE FOR MATERIALS & LABOR FOR THE MAJOR STRUCTURAL ELEMENTS, i.e. STRUCTURAL CONCRETE WORK (INCLUDING DEMO. EXCAVATION, CONC. & REBAR), STRUCTURAL STEEL (INCLUDING ERECTION), MASONRY, PERFORMANCE ENGINEERED METAL STUD CANOPY TRUSSES & FACADE & ALL OTHER MAJOR STRUCTURAL ITEMS. GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTS} ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEF'T-WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE WHEN SPECIFIC IMFORMATION IS MISSING OR IS IN CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCES RESULTING FROM THE REPRODUC I F T10N AND J� _ OF CONTRACT DRAWINGS FOR ERECTION APJD SHOP DRAWINGS, USE OF CONTRACT TZ4CT DRAYIING S REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SH EE PRIOR TO SUBMITTING SHOP DRNNINGS TO ARCHITECT FOR REVIEW. NON- COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL 0-10 GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHERE THERE ARE CONFLICTS IN INFORMATION PRESENTED IN THE DRAWINGS OR IF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT MAY INHIBITE THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO BIDDING AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS. G-11 GENERAL CONTRACTOR SHALL REVIEN & APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER, OTHERWISE THEY WILL BE REJECTED. G-12 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWIPJGS SHALL NQT BE PERMITTED. G-13 ONLY WRITTEN CHANGES SUBMITTED FOR RPAEN TO THE ARCHITECT/ENGINEER SHALL BE PERMITTED. G-14 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS RELATIVE TO THE SAME WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS SUCH CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION AND THE NECESSARY ADJUSTMENTS MADE PER THEIR COORDINATION. G-15 IF THERE ARE ANY DISCEPANCES BE TEEN THE STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS, STRUCTURAL DETAILS, STRUCTURAL NOTES, THE PROJECT SPECIFICATIONS, OR APPUCABLE CODES THE STRICTEST SHALL GOVERN. - UGHTGAGE METAL FRAMING LMF-1 MEMBER SIZE AND GAGE AND CONNECTIONS SHOWN ON THE PROJECT DRAWINGS ARE TO BE CONSIDERED A MINIMUM AND ARE NOT TO BE REDUCED WITHOUT APPROVAL EE 0 LOFTH E ENGINEER OF RECORD. MAXIMUM STUD SPACING IS 16" BUT CLOSER SPACING MAY BE NECESSARY TO MEET" DESIGN REQUIREMENTS. L.MF 2 MATERIALS, STUDS, RUNNERS AND ANGLES SHALL MEET THE REQUIREMENTS OF ASTM A-44-6 WITH MINIMUM YIELD STRENGTH OF 33KSI. LMF-3 METAL STUDS SHALL BE 1-5/8" FLANGE "C" SHAPED STUDS RUNNER TRACK SHALL HAVE 1-1/4" LEGS MINIMUM. STUDS SUPPORTING BRICK AND STUDS REQUIRED TO BE WELDED TO THE BUILDING STRUCTURE MUST BE 16 GA. MINIMUM, OTHERS MAY BE 20 GA. MINIMUM, IF PERMITTED PER DESIGN. LMF-4 PROVIDE MANUFACTURERS STANDARD STEEL RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING,REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER AND/OR SHOWN ON DRAWINGS FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEa FRAMING SYSTEM. LMF-5 GALMNIZED FINISHED SHALL COMPLY WITH ASTM A-525 WITH A G60 COATING. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PROTECTIVE PAINT FOR CORROSION RESISTANCE. LMF-6 ALL STUDS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY DETAILED ON SHOP DRAWINGS. LMF--7 EXTERIOR WALLS SHALL HAVE 5/8" CDX OR BETTER PLYWOOD SCREWED TO METAL STUD FRAMING W/SELF TAPPING NO. 12 SCREWS @ 6' O.C. MAX. ALONG INTERMEDIATE FRAMING. LMF-� ROOF PLYWOOD SHALL BE 5/8" CDX MINIMUM SCREWED TO METAL STUD_ FRAMING W/N0. 12 SELF TAPPING SCREWS @ 6' O.C. MAX. 0 ALL SUPPORTED EDGES. SPACE SCREWS ® 12' O.C. ALONG INTERMEDIATE FRAMING MEMBERS. s..."'` ...:.�' i tF T 1 1, . UFE C. AN s f \l.' 0 ~. *�::._...�' 1- ) E }R � V/ � ti...:� .', „"..r` E.i � �k� - � • �txr k..� , � � 7 ' \��ti�'i "" L....•-�s /r'f j ji _ -- - J - - - ____q� I -_ -_ H --- " 11 C ] :': - 23 'n : : ;: I N I # 1 \ E .: r>rz 3 `.`- i J / �tJ M / i• . f1 i J i i i# - f - I: 1_ _ 1. t 1 ;; i 3 : EI . f J / , i' '\j ° . it Pt ! / . ii 1 jj \ r 't\ r{ ' ; i ~` rt. ter. 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VL�Lllrlf► ■ (OJ �B-3�.�26. ; »~ •,•~••., J '-1 `� 1528 VA --,-,AR SIT -• O#�LANDO, FL_ 32804 . �' "- ` 407-423-7585 �In �� i i All a i : � (" 1ARS[ tT GTURAL /J S TE PLAN I/ — : S -_-_. <` S-1�� �o SCAI_ %` �` REVISION HnLUI E ,, , J I y' / / if 11 ., J fi ,f / /.-' I f ! z ,., // / /- , 11 J/ / r f 6 I rf> ' / •\ fi \.. /fes r { / F f "/ ,. x / r _ 1 r ,r / / r ; /,x 7 i" �/f flr\\ r /f -f �1 r r /.1 - r;' /: J r f ; '` '/` ,�i /err l� f PROJECT NO. 200112 /� r.F // / f / �" - , S1 r 'Y ` /r / / / T � / ; : / /p' 4 / %` / fl A. / { f SCALE AS SHOWN t/ // , r/ / / — `if f// fy' , f .4'1@5 __ _"r'/ / -/d /;, f ;' DATE 2-4-02 ~i:5 :' // f` / _11{� DRAWN BEC / / /;/ � /` ) .,\ CHECKED BEM I ® /` / ! f If /. `\ SHEET ei / i ;// >:! \ S-100 _",� f / E4 -,ter,. _1 \\ o / j r ! \' // r- / \ (__ACANOPY ELEVATION S-200 SCALE. 3/32- = 1'-0" n CANOPY ELEVATION S-200) SCALE: 3/32" = 1'-0" A / C �UANUr Y tLtVA 1 IUN S-200 SCALE: 3/32„ _ 1'-0n 7.1 VIEWED r5o ANGLE CANOPY ELEVATION MATC H S-2001 SCALE. 3/32" = 1'—On t A A E ',CANOPY ELEVATION S-200) SCALE: 3/32" = 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 C> 00PYRnHT P11 reports, pons, specifications, computer fees. field data, notes and other documents are instruments of service prepared by Cuhaci do Peterson, Architects as instruments of service remain the property of Cuhaci d: Peterson, Architects. Cuhaci do Peterson shalt retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of the document without written permission from Cuhaci k Peterson is a violation of Fedeml copyright laws. z 200112 SCALE 0 DATE U) r BEC CHECKED BEM Z a O 0 `Q (.)0 r W Cf) ~ J 0- Co Q C�3 W J LJL 0LLJ� U) W w 00 W Z J U Lo BO Er Y E iUNEERAG CORPORATION M-0005025 7528 YASSAR SMR = CVU ANDO, FL 32804 407423-7585 REVISION 1 I 2 3 I 4 5 6 � 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE U) DRAWN BEC CHECKED BEM Z O `Q W J W r � CL p Z U 00�, zoo w QQ� � UJ LU Q O U z `".o W T V J uUj — Z O W CIO </� w/,)� LLI EL BO Er Y E iUNEERAG CORPORATION M-0005025 7528 YASSAR SMR = CVU ANDO, FL 32804 407423-7585 REVISION 1 I 2 3 I 4 5 6 � 7 I PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM SHEET MINIMUM CORNER L2"x2"x2OGAxCONT. W/ (1) #8-18 TEKS EA: LES T^ �" `"� 123'-11" A.F.F. T.O. FRAME 362SJ20 @ 16"o.c. PROVIDE BRACE @ 4� VERTICALLY WITHIN PAR 60SJ18@1Cox "l 118'-8" A.F.F. T.O. EXISTING WALL V.I.F. 6" WIDEx18GA. LONG LEG (3"min LEG) TRACKxCON" (NS. & FS.)W/ 1"0 THRU BOLTS@ 24"moxa o.+ NOTE: THE THRU BOLTS MUST CONNECT THRU EITHE CMU OR STRUCTURAL RED IRON STEEL OR THE THR BOLT MAY BE ATTACHED TO A CLIP ANGLE WELED T EXISTING STRUCTURAL RED IRON STEEL, EXISTIN STORE FRONT CANOPY PARAPET WALL CONSTRUCTIO MAY VARY FROM CMU TO STRUCTURAL RED IRON W METAL STUDS OR EVEN WOOD. IF WOOD OR META STUDS PROVIDE BLOCKING BETWEEN OR BEHIND V STUD LEGS & CONNECT BOLT THRU BLOCKING { 24"o.c. (TYP.). G.C. SHALL FIELD INVESTIGATE VERIFY EXISTING CANOPY CONDITION & CONSTRUCTIOI G.C. SHALL INFORM & PROVIDE SKETCHES T ARCH./ENG. OF EXISTING CANOPY CONSTRUCTION FC REVIEW & COORDINATION OF THE PRIOR TO FINISHIN CONSTRUCTIOI NEW CANVAS AWNING, STRUCTURE & ATTACHMENT TO EXISTING CANOPY BY AWNING MANUFACTURER'S., SUPPLIER'S, INSTALLER'S SPECIALTY ENGINEER ' 110'-0" A.F.F. T.O. EXISTING WINDO'N TOP SILL 102'-3" A.F.F. T.O. EXISTING KNEE 'HALL 100'-0" A.F.F. T.O. EXISTING CONC_ FLOOR SLAB s ('-1�CANOPY SECTION s-3oo SCALE: 3/4" = 1' -En SS BRACE ATTACHED TO STRUCTURE (EXISTING FEEL OR 6" a.c. W/ A 16GAGE (3) 0.145 PAF. FO RED IRON OR (6)#8-18 TEKS TO NDICATES --K SCREW I tc I ' 123'-10" A.F.F. T.O. FRAME 6DSJ18 CR SS BRACE ATTACHE TOP/EXISTING STRUCTURE (EXI' RED IRON STEEL OR MASONRY)@ 1 6"o.c. W/ A 16GA L5x5x5 W/ (3) 0.145 PAF. FASTENERS TO RED IRON OR MASONRY & (6)#8-18 TEKS T BRACE. OL 121'-6" A.F.F. T.O. EXISTING W/ �LLF. 11DEx18GA. LONG LEG (3"min L (NS. & FS.)W/ "'0 THRU BOLI THE THRU BOLTS MUST CONN OR STRUCTURAL RED IRON STE MAY BE ATTACHED TO A CLIP :XISTING STRUCTURAL RED IRON E FRONT CANOPY PARAPET WAI VARY FROM CMU TO STRUCTUF kL STUDS OR EVEN WOOD. IF DS PROVIDE BLOCKING BEFWEE TUD LEGS & CONNECT BOLT T 4"o.c. (TYP.). G.C. SHALL FIEI EXISTING CANOPY CONDITION G.C. SHALL INFORM & PROV /ENG. OF EXISTING CANOPY C( N & COORDINATION OF THE PF NEW C ATT) SUPP ' 100'- T.O. CONK 6'-0" (V.I.F.) SLOPE 1/4" PER FOOT za')c 10n(lt a"„ - Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com V COPYRIGHT All reports, plans, specifications, computer flee, field data, notes and other documents are instrument3 of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci do Peterson, Architects. Cuhaci & Peterson shall retain all ccmmon low, statuatory and other reserved rights, including the oopyrght thereto. My use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. z 200112 SCALE O DATE W DRAWN BEC CHECKED BEM SHEET z O O L.Lo O� UO ry W � EL M W Q (n � U_ LL ( 3 Ld 0WF- W LU co Q Z LLJILo rj F= IFN ===i BO CORPOFRAT70N ,�s-voo502s 75'28 VASSAR-STFM=2 OR-At4DO, FL 32804 407-423--7585 PPVlclnnl ( ' c 1n 1, • 1 2 • 3 4 ('2 CANOPY SECTION 3 CANOPY SECTION 5 S-300 SCALE: 3/4" = 1'-0" s-3oo SCALE: 3/4" = 1'-0" 6 11 7 PROJECT NO. 200112 SCALE AS SHOWN DATE W DRAWN BEC CHECKED BEM SHEET z S-300 O U W W a' LO i O C'7 z � Q M U ® zoo O oo W LL sI O or_ 2 < (n O 2¢ W iz V- w gip! D W �cy)U NCn IL F= IFN ===i BO CORPOFRAT70N ,�s-voo502s 75'28 VASSAR-STFM=2 OR-At4DO, FL 32804 407-423--7585 PPVlclnnl ( ' c 1n 1, • 1 2 • 3 4 ('2 CANOPY SECTION 3 CANOPY SECTION 5 S-300 SCALE: 3/4" = 1'-0" s-3oo SCALE: 3/4" = 1'-0" 6 11 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM SHEET S-300 124'-5" A.F.F. T.O. FRAME 121'-6" A.F.F. T.O. EXISTING ROOF SYSTEM V.I.F. 60SJ18, fin, 18Gage SJ—STUDS @ BOLTED TO EXISTING FACADE STIR W/ MIN. s" O TOGGLE BOLTS @ max. & AS SHOWN (TYP.). NO ATTACHING BOLTS MUST CONNEC EXISTING STRUCTURAL METAL STI RED IRON STEEL OR THE .THRU BC BE ATTACHED TO A CLIP ANGLE WEL BOLTED TO EXISTING CANOPY STRI EXISTING STORE FRONT CANOPY F WALL CONSTRUCTION MAY VAR' STRUCTURAL RED IRON W/ METAL OR EVEN WOOD. IF WOOD OR STUDS PROVIDE BLOCKING BETW BEHIND VT. STUD LEGS & CONNEC THRU BLOCKING @ 24"o.c. (TYP., SHALL FIELD INVESTIGATE & EXISTING CANOPY COND CONSTRUCTION. G.C. SHALL INF PROVIDE SKETCHES TO ARCH./E EXISTING CANOPY CONSTRUCTII REVIEW & COORDINATION OF THE PF FINISHING CONSTR 362S 110'-0" A.F.F. EXISTING CANOPY CLG. V.I.F. 362SJ20 BRIDGING @48 60CR18 BOLTED TO EXISTING FACADE FACE 60CR18xCONT. W/ '"0 EXPANSION (min. 22" TIGHT EMBED INTO EXISTI� (TYPICAL @ BASE/FRONT & SIDE FA( COLUMN BU 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB 6'-0" (V.I.F:.) j CANOPY SECTION s-301 SCALE: 3/4" = V-0" JxCONT. W/ (2) #8-18 0 END/EA. METAL STUD "MS." @ 16"o.C. 121'-4" A.F.F. T.O. FRAME MINIMUM CORNER LZ" xz' (1) #8-18 TEKS EA l 121'-6" A.F.F. T.O. EXISTING ROOF SYSTEM V.I.F. 60SJ 18, 6", 1F BOLTED TO E) W/ MIN. J" O max. & AS SI ATTACHING BF EXISTING STR RED IRON STEE. BE ATTACHED TO BOLTED TO EXI EXISTING STOR WALL CONS STRUCTURAL R OR EVEN WC STUDS PROVI BEHIND VT. STL THRU BLOCKI� SHALL FI EXIS' CONSTRUCTION PROVIDE SKI: EXISTING C REVIEW & COORE al 110'-0" A.F.F. EXISTING CANOPY CLG V.I.F. 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB 6'-0" (V.I.F.) SLOPE 1/4" PER FOOT 4r 2 CANOPY SECTION s-301 SCALE: 3/4" = 1'-0" 121'-6" A.F.F. T.O. EXISTING ROOF SYSTEM V.I.F. 110'-0" A.F.F. EXISTING CANOPY CLG. V.I.F. 100'-0" A.F.F. T.O. EXISTING CONC. FLOOR SLAB 362 (�-3 CANOPY SECTION s-soi SCALE: 3/4" = 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 O COPYRIGHT All reports. plans, specifications, computer flies. field data, 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 oil common law, stotuotory and other reserved rights, including the ccpy6ght thereto. Any use or reproduction of this document without written permission from .Cuhaci & Peterson is a violation of Federal copyright laws. L 0 z 0 C1 0�❑ _0 U W t4- r'14- J �— M L.S.. Lij V3 J !.t_ R 0W�- ?>> w V U Q DV WENE G Y>CGl-fll ►fG CORPORATION EB -0005026 75'28 VASSAR 4STFL=-= OFU ANDO, F3- 32804 407-423-7�5 (� REVISION ,\9`0 1 I 2 I 3 I 4 5 6 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM S H EET S-301 z _0 L) L.S.. U) Q c7 z 0 zoo 0 W U J n V LU ® r1 z �' F CY'z LL D o a +f) < C w DV WENE G Y>CGl-fll ►fG CORPORATION EB -0005026 75'28 VASSAR 4STFL=-= OFU ANDO, F3- 32804 407-423-7�5 (� REVISION ,\9`0 1 I 2 I 3 I 4 5 6 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM S H EET S-301 4 362CR2OxCONT. W/ (2) #8-18 T' uc TO rhlr) /rA AA=AI CTI in SLOPE 1/4" PER FOOT 1 CANOPY SECTION 11�s—V SCALE: 3/4" = 1'-0" 60S, TOP, RED MAS( L5x= FAST MAS( BRA( MINIMUM CORNER L2"x2"x2OGAxCONT. W/ i\ IL 10 -rrvc 7A i rrr+ Tri cA iI<- (�2 CANOPY SECTION ',"S -3o2 SCALE: 3/4° = 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 0 COPYRIGHT All reports, plops, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci dt Peterson. Architects as instruments of service remain the property of Cuhaci do Peterson, Architects. Cuhaci $ Peterson shall retain all common low, statuetory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhoci $ Peterson is a violation of Federd copyright laws. Z 0 co z 0 00 _0 F— W J �M J W LL + W 0W Lot L) �: 6 17-z Z 00 U L BOWEN i NG iEE R.7 CORPORATION EB -0005026 7528 VASSAR S7RM= ORLANDO FL 32804 407-423-7585 �f { REVISION r, 2 I 3 4 I 5 I 6 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM SHEET S-3.02 co z _0 F— L) w r 0 C*� C6 Z IN U s �.pF- 0o2 0 zoo W 0� Q Z J -j U��-o 9 Jo � I) o c) L- U �- LL. zLU LU D I.L LU = V� IL BOWEN i NG iEE R.7 CORPORATION EB -0005026 7528 VASSAR S7RM= ORLANDO FL 32804 407-423-7585 �f { REVISION r, 2 I 3 4 I 5 I 6 I 7 PROJECT NO. 200112 SCALE AS SHOWN DATE 2-4-02 DRAWN BEC CHECKED BEM SHEET S-3.02 Code Information JURISDICTION AUTHORITY i e and Materials -1 CITY OF SANFORD CITY DEPARTMENT BLDG BUILDING CW 1101 EAST FIRST STREET CENTER LINE 888X DOOR NUMBER " SANFORD, FLORIDA 32771-1468 COLUMN CONC AXXX-X (407) 330-5658 CONDENSING UNIT CMU 88 WINDOW TYPE ADOPTED CODES CJ CONTROL JOINT SHEET NUMBER OX BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2001 EL DETAIL NUMBER CHAPTER 36 - (NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2001 EJ MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2001 FINISHED FLOOR ELECTRICAL: NATIONAL ELECTRIC CODE (N.E.C.) 1999 GAGE/GAUGE GC (WITH ONE LOCAL UTILITY - RELATED AMENDMENT) GYP FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2001 AIR CONDITIONING ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). Vicinity Map 25TH STREET W D z L, Q 70 �� o O 0 � z Q In 0 =o 417 a SCtE 17 41 BLVD Y N General Notes 1. WRITTEN DIMENSIONS PREVAIL. DO NOT SCALE THESE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 2. WHERE BUILDING ELEMENTS ARE TOO LARGE TO FIT INSIDE THE CAVITY OF WALLS, WALLS ARE TO BE FURRED TO CONCEAL OR "BUILD IN" PIPING, ELECTRICAL PANELS AND OTHER RECESSED OBJECTS. 3. IF THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DRAWINGS AND THE CONDITIONS WHERE WORK IS TO BE PERFORMED, HE SHALL PROMPTLY NOTIFY THE ARCHITECT. 4. THE CONTRACTOR SHALL CONSULT WITH THE FIRE AUTHORITY HAVING JURISDICTION REGARDING FIRE EXTINGUISHER PROTECTION FOR THE BUILDING, OBTAIN CLARIFICATION AND PROVIDE APPROPRIATE QUANTITIES AND LOCATIONS OF FIRE EXTINGUISHERS. 5. SIDEWALK SLABS SHALL BE A MINIMUM 4' THICK CONCRETE WITH NON -SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND / OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED. SIDEWALK TO SLOPE AWAY FROM BUILDING AT 1/4 " /FOOT. 6. ALL EXPOSED GYPSUM BOARD WALL AND CEILING SURFACES INDENTIFIED IN THE WORK ARE TO BE APPROPRIATELY PREPARED INCLUDING TAPING, SPACKLING; AND SANDING TO A SMOOTH FINISH. COMPLETED WORK SHALL BE PAINT READY. 7. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED SHALL BE APPROPRIATELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY INDENTIFIED. RE: A-301. 8. WHERE WALLS ARE INDICATED TO BE EXTENDED FROM FLOOR TO ROOF DECK, THE WALL SHALL BE COMPLETELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL. WHERE FIRE RATINGS ARE REQUIRED, THE WALL SHATT L BE SEALED TO THE COMPLETE SPECIFICATION OF THE UL / OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED. RE: A-301, 9. CONTRACTOR SHALL SUPPLY FIRE PROTECTION DRAWINGS SIGNED AND SEALED BY AN ENGINEER AND APPROVED BY PROPER AUTHORITIES PRIOR TO CONSTRUCTION. Schedule i e and Materials -1 GRID DESIGNATION T 0 SOMETHING ELEVATION MARKER X' -X" A.F.F. BLDG BUILDING CW 888 Vicinity Map 25TH STREET W D z L, Q 70 �� o O 0 � z Q In 0 =o 417 a SCtE 17 41 BLVD Y N General Notes 1. WRITTEN DIMENSIONS PREVAIL. DO NOT SCALE THESE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 2. WHERE BUILDING ELEMENTS ARE TOO LARGE TO FIT INSIDE THE CAVITY OF WALLS, WALLS ARE TO BE FURRED TO CONCEAL OR "BUILD IN" PIPING, ELECTRICAL PANELS AND OTHER RECESSED OBJECTS. 3. IF THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DRAWINGS AND THE CONDITIONS WHERE WORK IS TO BE PERFORMED, HE SHALL PROMPTLY NOTIFY THE ARCHITECT. 4. THE CONTRACTOR SHALL CONSULT WITH THE FIRE AUTHORITY HAVING JURISDICTION REGARDING FIRE EXTINGUISHER PROTECTION FOR THE BUILDING, OBTAIN CLARIFICATION AND PROVIDE APPROPRIATE QUANTITIES AND LOCATIONS OF FIRE EXTINGUISHERS. 5. SIDEWALK SLABS SHALL BE A MINIMUM 4' THICK CONCRETE WITH NON -SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND / OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED. SIDEWALK TO SLOPE AWAY FROM BUILDING AT 1/4 " /FOOT. 6. ALL EXPOSED GYPSUM BOARD WALL AND CEILING SURFACES INDENTIFIED IN THE WORK ARE TO BE APPROPRIATELY PREPARED INCLUDING TAPING, SPACKLING; AND SANDING TO A SMOOTH FINISH. COMPLETED WORK SHALL BE PAINT READY. 7. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED SHALL BE APPROPRIATELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY INDENTIFIED. RE: A-301. 8. WHERE WALLS ARE INDICATED TO BE EXTENDED FROM FLOOR TO ROOF DECK, THE WALL SHALL BE COMPLETELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL. WHERE FIRE RATINGS ARE REQUIRED, THE WALL SHATT L BE SEALED TO THE COMPLETE SPECIFICATION OF THE UL / OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED. RE: A-301, 9. CONTRACTOR SHALL SUPPLY FIRE PROTECTION DRAWINGS SIGNED AND SEALED BY AN ENGINEER AND APPROVED BY PROPER AUTHORITIES PRIOR TO CONSTRUCTION. Schedule e and Materials -1 GRID DESIGNATION T 0 SOMETHING ELEVATION MARKER X' -X" A.F.F. Vicinity Map 25TH STREET W D z L, Q 70 �� o O 0 � z Q In 0 =o 417 a SCtE 17 41 BLVD Y N General Notes 1. WRITTEN DIMENSIONS PREVAIL. DO NOT SCALE THESE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 2. WHERE BUILDING ELEMENTS ARE TOO LARGE TO FIT INSIDE THE CAVITY OF WALLS, WALLS ARE TO BE FURRED TO CONCEAL OR "BUILD IN" PIPING, ELECTRICAL PANELS AND OTHER RECESSED OBJECTS. 3. IF THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DRAWINGS AND THE CONDITIONS WHERE WORK IS TO BE PERFORMED, HE SHALL PROMPTLY NOTIFY THE ARCHITECT. 4. THE CONTRACTOR SHALL CONSULT WITH THE FIRE AUTHORITY HAVING JURISDICTION REGARDING FIRE EXTINGUISHER PROTECTION FOR THE BUILDING, OBTAIN CLARIFICATION AND PROVIDE APPROPRIATE QUANTITIES AND LOCATIONS OF FIRE EXTINGUISHERS. 5. SIDEWALK SLABS SHALL BE A MINIMUM 4' THICK CONCRETE WITH NON -SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND / OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED. SIDEWALK TO SLOPE AWAY FROM BUILDING AT 1/4 " /FOOT. 6. ALL EXPOSED GYPSUM BOARD WALL AND CEILING SURFACES INDENTIFIED IN THE WORK ARE TO BE APPROPRIATELY PREPARED INCLUDING TAPING, SPACKLING; AND SANDING TO A SMOOTH FINISH. COMPLETED WORK SHALL BE PAINT READY. 7. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED SHALL BE APPROPRIATELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY INDENTIFIED. RE: A-301. 8. WHERE WALLS ARE INDICATED TO BE EXTENDED FROM FLOOR TO ROOF DECK, THE WALL SHALL BE COMPLETELY SEALED TO MAINTAIN THE INTEGRITY OF THE WALL. WHERE FIRE RATINGS ARE REQUIRED, THE WALL SHATT L BE SEALED TO THE COMPLETE SPECIFICATION OF THE UL / OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED. RE: A-301, 9. CONTRACTOR SHALL SUPPLY FIRE PROTECTION DRAWINGS SIGNED AND SEALED BY AN ENGINEER AND APPROVED BY PROPER AUTHORITIES PRIOR TO CONSTRUCTION. Schedule of Symbols and Materials 8.8 GRID DESIGNATION T 0 SOMETHING ELEVATION MARKER X' -X" A.F.F. BLDG BUILDING CW 888 ROOM NUMBER CENTER LINE 888X DOOR NUMBER 4� WALL SECTION COLUMN CONC AXXX-X CU CONDENSING UNIT CMU 88 WINDOW TYPE SECTION NUMBER . CJ CONTROL JOINT SHEET NUMBER OX STOREFRONT TYPE EACH 1A - 8X WALL TYPE AXXX-X SECTION DETAIL FINISHING SYSTEM EL DETAIL NUMBER 88 KEYNOTE SHEET NUMBER ® REVISION NUMBER EXISTING EXT EXTERIOR EJ 88 CASEWORK A502-22 DETAIL REFERENCE REAR LEFT N RIGHT FRONT NORTH ARROW DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION AXXX-X ELEV. NUMBER SHEET NUMBER Schedule of Abbreviations AFF ABOVE FINISH FLOOR (SLAB) AFG ABOVE FINISH GRADE BLK BLOCK B.O. BOTTOM OF BLDG BUILDING CW COLD WATER CL CENTER LINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE CU CONDENSING UNIT CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CJ CONTROL JOINT DN DOWN EA EACH EIFS EXTERIOR INSULATED TS FINISHING SYSTEM EL ELEVATION ELEC ELECTRIC/ELECTRICAL EQIV EQUIVALENT EXIST EXISTING EXT EXTERIOR EJ EXPANSION JOINT FD FLOOR DRAIN FF FINISHED FLOOR FLR FLOOR GA GAGE/GAUGE GC GENERAL CONTRACTOR GALV GALVANIZED GYP GYPSUM HVAC HEATING VENTILATING AIR CONDITIONING HW HOT WATER INT INTERIOR LAV LAVATORY MECH MECHANICAL MISC MISCELLANEOUS . NIC NOT IN CONTRACT NTS NOT TO SCALE OPP OPPOSITE PLBG PLUMBING PLYWD PLYWOOD RD ROOF DRAIN RET RETAINING REF REFERENCE REV REVISE/REVISION REINF REINFORCING RTU ROOF TOP UNIT (HVAC) SAN SANITARY SEWER LINE SIM SIMILAR SPECS SPECIFICATIONS TS TUBE STEEL T.O. TOP OF TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE WC WATER CLOSET WH WATER HEATER WWF WELDED WIRE FABRIC all Flurida Project Team Client: Suncor Investments, Inc. 160 International Pkwy, Suite 250 Heathrow, Florida (407) 829-3400 FAX (407) 829-4401 Contact: Bob Horian AII r 0 -de it ,� �. 0 Architect: Structural Engineer: Cuhaci & Peterson Bowen Engineering Architects, LLC Florida Corporate Certificate #AA C000526 1220 Alden Rd. 1528 Vassar Street Orlando FI. 32803 Orlando, Florida. 32804 (407) 228-4220 (407) 423-7585 FAX (407) 228-4219 FAX (407) _423=4872 Contact: Matthew Pineda Contact: Bill Matthews Sheet Index SHEET N0. SHEET TITLE OWNER REV A' ED ARCHITECTURAL C COVER Cover Sheet 06-09-03 �, a .i revention MY. A-100 Architectural Site Plan 06-09-03 S�nfo_ -Datet A-101 Kash'n Karry Floor Plan, Reflected Ceiling Roof Plan 06-09-03 A-102 Retail Floor Plan, Reflected Ceiling Roof Plan 06-09-03 A-103 Stick'n' Stuff Floor cue Roof Plan 06-09-03 A-104 Stick'n' Stuff Reflected Ceiling Plan 06-09-03 A-201 Kash'n Karry & Retail Elevations 06-09-03 A-202 Stick'n' Stuff Elevations 05-09-03 A-301 Wall Sections 06-09-03 A-302 Wall Sections 06-09-03 A-303 Wall Sections 06-09-03 A-304 Wall Sections 06-09-03 A-501 Miscelaneous Details 06-09-03 A-502 Miscelaneous Details 06-09-03 STRUCTURAL S-1 Canopy Renovation Structural Notes & Schematic Plans & Elevations 06-09-03 S-2 Canopy Renovations Structural Sections 06-09-03 S-3 Canopy Renovations Structural Sections 06-09-03 - - - eAWORD BUILDING D S-4 Canopy Renovations Structural Sections 06-09-03_ Acc�PPLANS ARE REVIEWED AND CONDITIONALLY 1 D FOR PERMIT. A PERMIT ISSUED SHALL Be CONSTRUED TO BE A LICENSE TO PROCEED WITH S-5 Canopy Renovations Structural Sections 06-09-03 THE WORT AND NOT AS AUTHORITY TO L'iC L>TE, PRUVlSiUiIS LrEP,�OR SET ASIDE ANY 0 I -HE OF THE-: TECHNICAL CODES, NOR SHALL ISSUAi,ICE OF A PERMIT PREVENT THE BUILDING DEFT FROM, THEREAFTER REQUIRI TION NG A CORREC- OE ERFtURS ON THE PLANS. CONSTRUCTION OR O rHER VIOLATIONS OF THE CODES, fm FWRM D -z f t W e. . ' WM log 40 eeconds if 37.97 t• thence �orih 89 croes 52 minutes 0con�s fies#7 .00 feet minut 6 l - 0 �.� cords East f 9 . 0 h�� c �o � g degrees 52. tlnt�s �0 ... .' - 4j1 F4td07 mFntt 4SEMACK LINE �i. North DD degrees Oi rinutes 40 seconds West 100,00 feet; thence' South 89 i1Q—3D_5i2-0���-���s RCELO 1�2a 0 minutes ^^ ds �t �A�CEL C �-2C-30��1��C��0�3 c 20 ;da East 146rCfeet;thenceNorth00 degrees G Vr PARrNEfS LTD I Port of Beginning.775.E fit, r 623.40 fit to the � oovv 1 lZtA/Rff'n: c1niA M C -P, M'0nPdt-1 d pf iplhJ(Z 01N ft. 0 0 0 a U E 0 c 0 .N N O a C O 3 J O t C N E J V O N L O C O V J V O a 0 0 d` 0 d d d r O v c 0 0 o 3 3 0 E o v - ® aA v/flf/. A►_A . - e,4 [ 7 . . f . - . Z -0 _---��='"-- - - \ f \ 1 3 1 a ` t . . - . -1 1 @ I o � v to (=S V ° a U O m a 0 t a t 9 �O E L N ®� Vl � E O a 4 � V y ♦ L Jr O W O �V O V m m a v 0 N C E 2 `o E 0 t' y► `v tJ� o 1 a 0 -o -- 0.9'F w L J a E 0 V O O U a 0 a u a 0 F a_ 0 U It CO V � d N 3 CO Q � C3 CO Cli 0 .� ' LL O N ON Qo �x OLL_ 0 o� Z:q* W CO p N J ' ¢ P' O N= CM fz ■ P`Art• �f N CD CO C C •L ®= u. as C)L3 �0 FND. 1" AXLE WEST 397.31 , DES NO US" W C¢n Lel O W I FND. 1" AXLE WEST 397.31 , DES NO US" O O I z D O N w Q o O Qf ¢ 0 w U LU CD 0 U FND. 1" AXLE WEST 397.31 , DES NO US" 10'-0" Al 1 5 19 I 10 19 \ — I IVB L — J L 148'-0" 3'-10" 26'-0" '-10' �� \�. A201-1 198'-0" Side Floor Plan LEFT SCALE: 1/8' = 1'4" RE: FRONT Front Floor Plan LEFT SCALE: 1/8" = 1'-0" RE: REAR FRONT Reflected Ceiling Plan SCALE: 1/8" = V-0" LEFT RE: FRONT 4 Front Roof Plan LEFT SCALE: 1/8" = V-0" RE: REAR FRONT RIGHT RIGHT RIGHT RIGHT 16'-4" M■■ A KEY NOTES: EXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. FEXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. F31 EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. EEXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR NEW FINISH & DESIGN. aEXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. EXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. F� EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER 1 CONSTRUCTION. 16 EXISTING CMU WALL - NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN - NEW ENCLOSURE F & FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW 12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAINTED. 13 NEW BARREL "S' TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. [1:5] NEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. 16 EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED E AFTER CONSTRUCTION OF CANOPY. EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED i 18 TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) 19 EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO MATCH WALL FINISH. 20 EXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. . [2:1] EXISTING ELECTRICAL PANEL. ElEXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. 25 E.I.F.S. TRIM. [E] 3/4' E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. 27 1 1/2:' E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. 28 EXISTING SPLIT FACE CMU WALL TO REMAIN. El3/4' STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. 31 3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32 EXPOSED CONCRETE CAP (4x6x16 TYPE "A' SILLS BY P "DEMACO" OR SIMILAR.) 33 5/8" FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. HFOAM KEYSTONE. zEXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. ElRELOCATED EXTERIOIR BUILDING LIGHT. 39 NEW ALUMINUM STOREFRONT SYSTEM. [4:0] NEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. w LO cm 0 4-' a Cn co C: Q. .` e ® O LL 0�3 ®o c� cf)�� Cz N (z CL CL :z P� V 'C O 0 O -o m -0-' O C. o� N tom. as OOLLt- C r O U C 000 It co V to N a Ch N 3 co RDa� 0N N O d' o LL O_ 00 N N N 0 N r n=. 4.1 0 C5 W i J � o I I l r I 0 C5 i z � o 0 LO CD E1_ Ld N O Q V 3E O W L ¢ W a. fl n V MATCH LINE B -B" rM <<1 MATCH LINE Floor Flan SCALE: 1/8" = V-0" RE: LEFT FRONT RIGHT REflected Ceiling Plan LEFT RE: REAR FRONT MATCH LINE 11 B - B" �. 3 Roof Plan SCALE: 1/8" = 1'-0" RE: c:> U r7 LEFT FRONT RIGHT RIGHT �x KEY NOTES: FEXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. EXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. 4] EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR NEW FINISH & DESIGN. EXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. ElEXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER 19-1 CONSTRUCTION. 10 EXISTING CMU WALL - NEW STUCCO FINISH. E11 EXISTING CMU COLUMN TO REMAIN - NEW ENCLOSURE & FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW El EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAINTED. 13 NEW BARREL "S" TILE ROOF. HNEW PRFINISHED ALUMINUM COPPING. 13 NEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. 16 EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. HEXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) 19 EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO MATCH WALL FINISH. HEXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. 25] E.I.F.S. TRIM. 26 3/4" E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. 27 1 1 1/2" E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. 28 EXISTING SPLIT FACE CMU WALL TO REMAIN. 29 3/4" STUCCO GROVE. 30 3/4" E.I.F.S. GROVE. 31 3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) ElEXPOSED CONCRETE CAP (4x6x16 TYPE "A' SILLS BY "DEMACO" OR SIMILAR.) 33 5/8" FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. 36 EXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. 39 NEW ALUMINUM STOREFRONT SYSTEM, 40 NEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. 3 L A cn ,(D LO CV cn co > C L ®O ILL C� 0 3 L c: =3®� �c_ cz N (10 0. cz Q 0 coL Q 0 O ■® .� o > Q ® 'd N ! 0) T Q U - . i. .�� U Co r- 0 = CO 0co 0Oco E co It V N d c N 3 Q4 Q � 0 -1ob V' N ON �o �x O U- Q O N cr d' W C -4 O O N T IL ptl .W f1GORY N. S1 PSON w r7 cn 0 o I v LLJw O N w Z ¢ Q 0 Y w mE C:� I I I i 1 r7 0 o I v LLJw O N O Z ¢ Q 0 Y w mE Floor Pian SCALE: 1/8" = 1'-0" RE: ___c C=======) I �I MATCH LINE II "C -C" LEFT RIGHT N FRONT fid ffiP NEW SECONDARY SCUPPER. 16 SLOPE EXISTING DOWNSPOUT f0 REMAIN - PAINTED. 15 14 c c 15 MATCH LINE o I N 14 13 Floor Plan SCALE: 1/8" = 1'4" RE: I � K 1 A202-2 0 J( D 2 o V) I 14 I 14 I 113 0 0 0 02, Ar Roof Pian SCALE: 1/8" = V-0" RE: 14 LEFT LEFT FRONT RIGHT c c MATCH LINE 14 113 O l\l OHl K REAR C C RIGHT FRONT 0 0 0 4 Roof Plan LEFT SCALE: 1/8" = 1'-0" RE: REAR FRONT 16 P---, 18 RIGHT 0- mmmmilm MATCH LINE " B -B" 01.0 ■i 0 KEY NOTES: EXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. F2] EXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. aEXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR NEW FINISH & DESIGN. EXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. EXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. 1-EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER 91 CONSTRUCTION. 10 EXISTING CMU WALL - NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN - NEW ENCLOSURE F FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW 12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAINTED. 13 NEW BARREL "S" TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. ENEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. 16 EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA F 61 TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. 18 EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) F19 EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO 1 91 MATCH WALL FINISH. ElEXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. El E.I.F.S. TRIM. 26 3/4" E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. -1 1/2" E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. El EXISTING SPLIT FACE CMU WALL TO REMAIN. E3/4" STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. 3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE 31 CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32EXPOSED CONCRETE CAP (4x6x16 TYPE "A' SILLS BY "DEMACO" OR SIMILAR.) 33 5/8' FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. EEXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. ElNEP! ALUMINUM STOREFRONT SYSTEM. HNEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. 15 o I N C:) II It0 Z C- N V 13 Floor Plan SCALE: 1/8" = 1'4" RE: I � K 1 A202-2 0 J( D 2 o V) I 14 I 14 I 113 0 0 0 02, Ar Roof Pian SCALE: 1/8" = V-0" RE: 14 LEFT LEFT FRONT RIGHT c c MATCH LINE 14 113 O l\l OHl K REAR C C RIGHT FRONT 0 0 0 4 Roof Plan LEFT SCALE: 1/8" = 1'-0" RE: REAR FRONT 16 P---, 18 RIGHT 0- mmmmilm MATCH LINE " B -B" 01.0 ■i 0 KEY NOTES: EXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. F2] EXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. aEXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR NEW FINISH & DESIGN. EXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. EXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. 1-EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER 91 CONSTRUCTION. 10 EXISTING CMU WALL - NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN - NEW ENCLOSURE F FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW 12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAINTED. 13 NEW BARREL "S" TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. ENEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. 16 EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA F 61 TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. 18 EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) F19 EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO 1 91 MATCH WALL FINISH. ElEXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. El E.I.F.S. TRIM. 26 3/4" E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. -1 1/2" E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. El EXISTING SPLIT FACE CMU WALL TO REMAIN. E3/4" STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. 3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE 31 CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32EXPOSED CONCRETE CAP (4x6x16 TYPE "A' SILLS BY "DEMACO" OR SIMILAR.) 33 5/8' FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. EEXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. ElNEP! ALUMINUM STOREFRONT SYSTEM. HNEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. 9 a 8 s p® 6i! O O CV O -1--15 cn co A cd e.0 0O LL as CPCDm : w N co CL >11 cz O O O a® m L O ®°6 N ti T 0 0 LL -0 '® U C15 C 0o0 U N C:) It0 Z C- N V o apo 3 CD N 3 co '� ®U W a 04 U i o0 U. N p °a N O cN p Q U ;tea- =x O _ ' O 0 cc � 0 1 z co LLJ cm s• N O a 9 a 8 s p® 6i! O O CV O -1--15 cn co A cd e.0 0O LL as CPCDm : w N co CL >11 cz O O O a® m L O ®°6 N ti T 0 0 LL -0 '® U C15 C 0o0 0 o Z C- o CD n N p Q U W W 0 0 0 00 CC MATCH LINE 0 i` CH I N NEW EXTERIOR HIGH HATS LIGHTING FIXTURES TO BE TIED IN WITH CANOPY NEW LIGHTS, BACK TO EXISTING PANEL. NEW 5/8" EXT. GRADE GYPSUM BOARD CEILING. TAPED SPACKLED & SANDED SMOOTH (PAINTED) EXISTING BUILDING WALL PACK (SECURITY LIGHTS) TO BE RELOCATE AND USE THE SAME CIRCUIT BREAKER. 1 I I I I 0 0 K2 K1 A202-2 K 0 O NEW 5/8" EXT. GRADE GYPSUM BOARD CEILING OVER EXISTING FRAMING. TAPED SPACKLED &. SANDED SMOOTH (PAINTED) O O O I 0 I I �1 �1 CONT. VENT. I NEIN EXTERIOR HIGH HATE LIGHTING FIXTURES. ELECTRICAL CONTRACTOR T- TO USE EXISTING CIRCUITE BREAKER. H) H)FINAL LIGHT FIXTURE TO BE SEL ECTEDr,_1 BY OWNER. l " l �I-----�Z--- C CTC-----I—j II MATCH LINE II II G -C" II II II II I� II Reflected Ceiling Plan LES SCALE: 1/8" = 1'-0" RE: O O I 0 CH I REAR RIGHT FRONT Ire] I li II 0 I O O O I �14 1 EXISTING BUILDING `rlAfIL PACK (SECURITY NEW EXTI RIOR HIGH HATS LIGHTING 14 E FIXTURE) TO BE TIED IN WITH CANOPY l _ LIGHTS) TO BE RELOCTE AND USE THE SAME CIRCUIT BREAKS . NEW LIGTTS, BACK TO EXISTING PANEL. I I I � O A202-1 SO O C1 O B2 Ao 2 Reflected Ceiling Plan SCALE: 1/8" = 1'-0" LEFT RE: REAR FRONT RIGHT MATCH LINE B—B" / in '?= in KEY NOTES: EXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. QEXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. EEXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR Ll NEW FINISH & DESIGN. ElEXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. F1 EXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. 1AEXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER CONSTRUCTION. tO EXISTING CMU WALL - NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN - NEW ENCLOSURE & FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW 12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAI NTED. 13 NEW BARREL "S" TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. 15 NEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA t6 TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. 1& EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO 19 MATCH WALL FINISH. 2a EXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. HE.I.F.S. CORNICE. 25 E.I.F.S. TRIM. 26 3/4' E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. El1 1/2" E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. 28 EXISTING SPLIT FACE CMU WALL TO REMAIN. 29 3/4' STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. 31 3 5/8 SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32 EXPOSED CONCRETE CAP (4x6x16 TYPE "A' SILLS BY " DEMACT OR SIMILAR.) 33 5/8" FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. 35 EXISTING ROOF LINE. ElFABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. ElNEW ALUMINUM STOREFRONT SYSTEM. 40 NEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. El 0 0) o Lo N Co C: A a. >® L 080 L 3 ��_ 0 N 03 0 a� V 0 O ■o in 4_0 O ® od N T v OOLLa.00 Uco r- 0 m®0) CD O It o CL N V N 3 M a� o� O't ii o0 O� �o 0LL o_ Qo N aoc C-4 Lu N a" 0 C) N r O.. as 0) .C: L) A� _W V W r r 0) w V FF � C0 W 17 W O O I W � 0 i 1 I 17 O O I 0 W CDCD Q (Y Q T I 9'-0" T.O. STOREFRON 0' -0" FIN. FLOOR Side Elevation (Kash n' Karry) SCALE: 1/8" = 1'-0" RE: Front Elevation (Kash n' Karry) SCALE: 1/8" = 1'-0" 2RE: 18 Front Elevation (Retail) '600% SCALE: 1/8" = V-0" RE: 22'-2" T.O. PARAPET VV 17-0" T.O. NEW ROOF NV 1 1- 0" B.O. ROOF O' -0" T.O. SIDEWALK KEY NOTES: EXISTING WALL TO REMAIN -POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. aEXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND. CLEANED AFTER WALL PAINT IS APPLIED. aEXISTING SPLIT -FACE CMU COLUMN TO REMAIN -POWER WASHED PRIOR TO FINISH APPLICATION. EXISTING SPLIT -FACE CMU COLUMN TO REMAIN -REWORK FOR NEW FINISH & DESIGN. EXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. EXISTING CANOPY CEILING TO BE PAINTED - EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EEXISTING METAL CANOPY ABOVE TO REMAIN - PAINTED TO MATCH WALL FINISH. EXISTING CONCRETE STEPS TO BE POWER WASHED AFTER CONSTRUCTION. 10 EXISTING CMU WALL - NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN .-NEW ENCLOSURE F & FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW H12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL - PAINTED. 13 NEW BARREL "S" TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. ENEW 1 -LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD SHEATING. 16 EXISTING BUILT-UP ROOF SYSTEM. REWORK AT PARAPET AREA TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. HEXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) 19 EXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO MATCH WALL FINISH. 20 EXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. 25 E.I.F.S. TRIM. 26 3/4" E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. E1 1/2" E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. 28 EXISTING SPLIT FACE CMU WALL TO REMAIN. 29 3/4' STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. E3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L" OUTSIDE CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32 EXPOSED CONCRETE CAP (4x6x16 TYPE "A" SILLS BY "DEMACO" OR SIMILAR.) 33 5/8" FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. 36 EXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. 39 NEW ALUMINUM STOREFRONT SYSTEM. lidNEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. u 6 /pA c O,^ VJ N �= CO co CD >+ c ® O ZL V c 3 d O Z CIO N _cz IL cz W L.V cdcd 0 0 , ® . ma 4_j O cz .a >a 0 N a ^T �J '0 Q LL. '® - CZ r O � 0 Von E co 0 to 0 ciN N 3 M Q � im O o't N ON ® I- 30 ._0 cz w cz W cz s cz CD 0 o � z bi C- CD N W CD CD O Q o LL, U 30'-0" T.O. FRAME 23'-0" T.O. TRIM 10'-0" T.O. STOREFRO 0' —0„ T.O. SIDEWALK Front Elevation (Stick 'n' Stuff) SCALE: 1X RE: Ir Front Elevation (Stick 'n' Stuff) SCALE: 1/8' 2RE: a KEY NOTES: EXISTING WALL TO REMAIN—POWER WASH EXTERIOR SIDE PRIOR TO PAINT FINISH APPLICATION. EEXISTING STOREFRONT SYSTEM TO BE PROTECTED DURING CONSTRUCTION AND CLEANED AFTER WALL PAINT IS APPLIED. EXISTING SPLIT—FACE CMU COLUMN TO REMAIN—POWER WASHED PRIOR TO FINISH APPLICATION. EXISTING SPLIT—FACE CMU COLUMN TO REMAIN—REWORK FOR NEW FINISH & DESIGN. EXISTING CONCRETE SIDEWALK TO BE POWER WASHED AFTER CONSTRUCTION OF CANOPY. LINE OF EXISTING CANOPY ABOVE. 7] EXISTING CANOPY CEILING TO BE PAINTED — EXISTING LIGHTING FIXTURES & ACCESS PANELS TO REMAIN. EXISTING METAL CANOPY ABOVE TO REMAIN — PAINTED TO MATCH WALL FINISH. ElEXISTING CONCRETE STEPS TO BE POWER WASHED AFTER CONSTRUCTION. ElEXISTING CMU WALL — NEW STUCCO FINISH. 11 EXISTING CMU COLUMN TO REMAIN — NEW ENCLOSURE & FINISH EXISTING CANOPY CEILING TO BE REMOVED. PROVIDE NEW 12 EXTERIOR GYPSUM BOARD CEILING WITH ACCESS PANEL — PAINTED. ElNEW BARREL "S" TILE ROOF. 14 NEW PRFINISHED ALUMINUM COPPING. 15 NEW 1—LAYER ROOF MEMBRAINE WITH 5/8" PLYWOOD E] SH EATING.,,:-_-: 16 EXISTING BUILT—UP ROOF SYSTEM. REWORK AT PARAPET AREA TO ACCOMODATE NEW ROOF. OVER LAP NEW ROOF ABOVE EXISTING. MIN OF 18" 17 EXISTING SIDEWALK RAMP TO REMAIN AND POWER WASHED AFTER CONSTRUCTION OF CANOPY. 18 EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL FINISH (EXTERIOR SIDE ONLY.) HEXISTING WALL CONDRETE CURB TO REMAIN AND PAINTED TO MATCH WALL FINISH. 20 EXISTING CMU WALL WITH RIB SPLIT FACE CMU BLOCK TO RECEIVE NEW METAL STUD WALLS AND FINISHES. 21 EXISTING ELECTRICAL PANEL. 22 EXISTING STEEL COLUMN. 23 EXISTING CONSTRUCTION JOINT. 24 E.I.F.S. CORNICE. 25 E.I.F.S. TRIM. 26 3/4" E.I.F.S. ON 5/8" GYP. BOARD ON METAL FRAMING. 27 1 11Z' E.I.F.S. ON 5/8" EXT. GR. GYPSUM BOARD ON METAL FRAMING. 28 EXISTING SPLIT FACE CMU WALL TO REMAIN. 29 3/4" STUCCO GROVE. 30 3/4' E.I.F.S. GROVE. 31 3 5/8" SPLIT FACE CMU BLOCK (4x8x16 "L OUTSIDE CORNER AND 4x8x16 CORED BY "DEMACO" OR SIMILAR.) 32 EXPOSED CONCRETE CAP (4x6x 16 TYPE "A' SILLS BY " DEMACO" OR SIMILAR.) 33 5/8" FIRE RATED EXT PLYWOOD FOR SIGNAGE BACKING. 34 FOAM BRACKET BY "FYPON" No 624 OR SIMILAR. 35 FOAM KEYSTONE. 36 EXISTING ROOF LINE. 37 FABRIC AWNING ON ALUMINUM FRAME. 38 RELOCATED EXTERIOIR BUILDING LIGHT. 39 NEW ALUMINUM STOREFRONT SYSTEM. ElNEW EXTERIOR BLDG. LIGHT. TO BE SELECTED BY OWNER. 0 } a U U 4- O �to CV O -5--0'5 �co n-' e O U ® Cs L �s _ =3 O Cz N Cfj Cz CD L .O C. > O 0 O in -� O CL 'Q 0 C N ti r OOLL CZ � O ow- L. U N a' ('7 U N 3r. Q � n � O't J ' iL � CV OC'q LL O aCM N °CrIt cm p N J r' . <a o d cv ! CL J O J 4J o I O o I Z C- o CD n CD w Ld O Q U ME�bi W Q C¢C S a. 0 n U T.O. JOIST 17'-4' B.O. JOIST wrl 11'-0" B.O. SOFFIT 9'-0,, Nv T.O. SIDE'NALK Nv 0,-0- 14 Wall Section @ Front SCALE: 3/4' = 1'-0" RE: A101 HATCHING DENOTES EXISTING STRUCTURE PRE—FINISHED C ALUMINUM CAP f 2% WOOD BLOCI T.O. PARAPET YAY 27'—T E.I.F.S. OVER F0/ CORNICE ATTACHE FRAMING SYSTEM. 3/4" E.I.F.S. ON 5/8" E, -XT. GRADE PLYWOOD OVER METAL FRAMING. B.O. SOFFIT IV 9'-0„ EXISTING STOREFROI\ TO BE PROTECTED T CONSTRUCTION AND AFTER WALL PAINT I' T.O. SIDENIALK 0'-0" Wall Section @ Front SCALE: 3/4' = 1'-0" RE: A101 7 HATCHING DENOTES EXISTING STRUCTURE �a V b0 C 0 LO N to A �L 0U. C'L3 C: c s O P� Q3 d fir- _ w N Y C: /1 L Im O s® — L. �+ O CZ d 006 C: —, N h r -�—L LL 0 ® �� Z Cz r y.. F— v a w. C W A �! N U o LO n. � N C7 c � C N co 3 o Q ¢ U ME 04 ti L� 0 u x F -ti J� O LL QC� z ao Y1� ' Lu N O Zi N g Y Q. �a V b0 C 0 LO N to A �L 0U. C'L3 C: c s O P� Q3 d fir- _ w N Y C: /1 L Im O s® — L. �+ O CZ d 006 C: —, N h r -�—L LL 0 ® �� Z Cz r y.. F— v a w. C W A o � zCD W C N LJ o Q ¢ U ME a a v BARRI ON 5 PLYW( FRAMI E.I.F,� ATfAC GRADI METAL 3/4,. EXT. c OVER � 1 1 u d Wall Section @ Front SCALE: 3/4" = V-0" RE: A101 PRE -FINISHED CONT. ALUMINUM CAP FLASHING 2"x WOOD BLOCKING — T.O. PARAP 24'-T E.I.F.S. OVER F CORNICE ATTAC FRAMING SYSTE SEW 4" CANT STRIP OVER EXISTING 3UILT UP ROOF SYSTEM. PROVIDE =LASHING AND COUNTER FLASHING 4ROUND NEEW CONSTRUCTION TO BATCH EXISTING PARAPET TO ROOF : ONDITIONS HATCHING DENOTES EXISTING STRUCTURE 3/4" E.I.F.S. EXT. GRADE F OVER METAL __0T.O. SIDES"/Al 0'-0" 2'-6 3/4" Wall Section @ Front SCALE: 3/4" RE: A101 PRE -Flt ALUMINU 2" x WOC T.O. PAF IV 27'-B" E. 1. F. S. CORNICE TO FRAM 3/4" E.I.F. EXT. GRADI OVER META BACKER ROD & SEALANT NEW 4' CANT STRIP OVER EXISTING BUILT UP ROOF SYSTEM. PROVIDE FLASHING AND COUNTER FLASHING AROUND NEEW CONSTRUCTION TO MATCH EXISTING PARAPET TO ROOF CONDITIONS HATCHING DENOTES EXISTING STRUCTURE 3/4" E.I.F.S. EXT. GRADE G OVER METAL F T.O. SID 0'-p» Wall Section @ Front SCALE: 3/4" = V-0" RE: A101 w 4-a C LO N CO CDQ- Cd oLL 75 (� ` 3 �O Cd co co N 03 C V Cu ^ L 0 0 �® L �+ o Q. 006 ,4 CV r co cis 9 LL C, 0-0 Cz U W */ 0 (o E v q N i' C*J � N 3 C*7 a� ®w o� _jCb W N O N z O OU. ao O N Ix v z 00N J h ao o� N 04 Y4 I 0 o Z� N W o o Q ¢ U !J T ME I T.O. PARAPET NV 20'-8" BARREL ON 5/8' PLYW001 FRAMING E. 1. F. S. c ATTAC H E GRADE ( METAL F 1 1/2" EXT. GR, OVER MI 3/4" E.1 EXT. GR) OVER ME FABRIC i PREFINIS 1-1/2% ALUMINU B.O. AWNING 10'-0° T.O. SIDEWALK INV 0'-0n Wall Section @ Front SCALE: 3/47 = V-0" RE: A101 IM 3/ PL T.O. PARAPET 34'-0" 3/4" E.I.F.S. ON 5/ EXT. GRADE GYP. BI OVER METAL FRAMIN 3/4' E.I.F.S. ON 5/ EXT. GRADE GYP. B OVER METAL FRAMII` T.O. ARC 1 V-2" T.O. SIDEWALK 11" Wall Section @ Front SCALE: 3/4" = 1'4' RE: A101 PRE -FINISHED CONT. ALUMINUM 2"x WOOD T.O. PARAPET 25'-4" B.O. AWNING wrl 10'-0" T.O. SIDEWALK wV 0'-0" E.I.F.'. CORr TO 5 ON P E.I.F. ATTAC GRADf METAL 3/4' 1 EXT. G OVER I FABRIC PREFIN 1-1/2' ALUMIr 1'-3 3/4" Wall Section @ Front SCALE: 3/4' = V-0" RE: A101 G F a I � r") �V N 0 CD 0 U O N �. I c+� 00 3 W CC o Cm 0 I O� •� o� a04 U y n o 0 CF z¢ a x ®u. ,r ®¢ C '4s Z Go Lu C4 0 N Q O N ra ® f O cm N 4-0 CO a+ 3.1 a. ICU �L O ® ca L c0 mow m v>r�2 L MIL-OLM-_ ■ r") 0 O I W CC o iil 0 I O� 0 w CL n C� U L MIL-OLM-_ ■ T.O. PARAPET TV 27'-6" B.O. SOFFIT qv 11'-4" B.O. AWNING qv 8'-0" T.O. BASE T.O. SIDEWALK Wall Section @ Front SCALE: 3/47 = 1'-0" RE: A101 HATCHING DENOTES EXISTING STRUCTURE T.O. PARAPET 34'-8" ,-61_0. FRAME 'I// 27'-10" B.O. SOFFIT 11'-4" B.O. AVINING NY 8'-0„ jk T.O. BASE 3'-8" jh T.O. SIDEWALK 0'-0' 3/4" HIGH IMPACT STUCCO 3/4" EXT. GR. PLYWOOD. 1 1/2" E.I.F.S. ON 5/8" EXT. GRADE GIP. BD. OVER METAL FRAMING. 3" E.I.F.S. TRIM ON 5/8" EXT. GRADE GYP. BD. OVER METAL FRAMING. O I T— 11 3/4' A501-2 5/8" DENS -GLASS GOLD SHEATHING REYNOLDS ALUMINUM RAINLOCK PANELS OVER 301b FELT ON 7/8" HORIZONTAL METAL FURRING ® 24' O.C. METAL CkOSER WATERPROOF MEMBRANE ON 3/4" EXT. GRADE PLYWOOD, PRE-ENGINEERED METAL FRAME EXTERIOR LIGHT / FIXTURE UNDER CANOPY BEYOND NEN 5/8" EXT. GRADE GYPSUM BOARD CEILING 3/4' E.I.F.S. ON 0\/�R EXISTING FRAMING. 5/8" EXT. GRADE TArED SPACKLED & GYPSUM BOARD OVE SA lDED SMOOTH (PAINTED) 6" METAL FRAMING. Wall Section @ Front SCALE: 3/4" = V-0" RE: A101 CLAIRE ANODIZED ALUMINUM STOREFRO SYSTEM. 4 LO I 0 I 0 HATCHING DENOTES EXISTING STRUCTURE V1 ^Ul �✓ N co O CD LO N m C O Y C: a. Cu ® .0 co —L O LL (AL3 �O co N cz co rte. Cjj. V O ■® Q1 Q. 006 N 09 Co ®®LL � v CC 0 z CC Chow CID 3o U N f� V N 3 co Q � p CD O 't U. N ON �o Q O N Z0 N W co p N J � Q O O N T IL CL 0 Cz 0 w U) ■0 C0 Y PSON w 0 Q o I w z � o W W 0-1 M m I!, x-� -011 0 o I z � o M I � i O LJ Le! C> ¢ HE O w Q C-> T m I!, x-� -011 PREFINISHED ALUMINUM CAP 1 1 /2" E.I.F.S. ON 5/8" EXISTING 5/8" FIRE RETARDANT EXT. OR. GYPSUM BOARD WALL. CDX PLYWOOD r 2 x P.T. WOOD OVER METAL FRAME. SLOPS BARREL "S' TILE ROOF / // / BLOCKING + + U ON 3/4" EXT. GRADE /%/ i� //// PLYWOOD OVER METAL � 5 8' FIRE RATED EXT. FRAMING. • � o m / NEW EXTERIOR / GRADE PLYWOOD LIGHT. 3" � U Lo Ci METAL FRAMING. ` U N Ll 5/8" FIRE RATED EXT. / c GRADE PLYWOOD OVER METAL FRAMING. FOAM TRIM. _ CD cm SINGLE -PLY FULLY SEALANT U J�ao ! / ADHERED d / CC3 u' N PRE-ENGINEERED / NON -REINFORCED \ / _ �i o p rL a METAL FRAME. (SEE E. P. D.M. (60 MIL.) 1 STRUCTURAL DWGS.) 5/8" FIRE_ RATED EXT. /LL GRADE GYPSUM BOARD J` � c•u.. x OVER METAL JOIST. ' / / \ O N cc v- 3/4" E.I.F.S. /f + + / 5/8 FIRE RATED EXT. o co BACKER ROD / GRADE PLYWOOD I �/ �' ! + + / & SEALANT METAL STUDS OVER METAL FRAMING. ^ 3 `F o / FRAMING SYSTEM. N = BACKER ROD EXISTING RE: STRUCT'L DWGS ` a & SEALANT N PARAPET. I / SINGLE -PLY FULLY o / ADHERED I f / NON -REINFORCED / E.P.D.M. (60 MIL) X/ o 1 X� a i Roof Tile Detail Canon Roof Detail SCALE: 3"-1'-0" P-0 FOAM DECORTRIM , / o TIVE / / o - SCALE: 3" =1'-0" RE: # RE: / / CL " / FABRIC AWNING WITH X / + + SEALANT PREFINISHED 1 1 /2" x X/ o 1 1 1/2" ALUMINUM FRAME. X o j 3/4 E.I.F.S. x / a x / X/ Q METAL FLASHING. / / 3 ` %< / y I / X 2' / / i< BARREL "S' TILE ROOF \ ON 3/4" EXT. GRADE SEALANT PLYWOOD OVER METAL / JOIST. t 5/8" FIRE RATED EXT. 3/4' FIRE RETARDANT I GRADE PLYWOOD CDX PLYWOOD ` -}- / OVER METAL FRAMING. �. METAL STUDS 0 FRAMING SYSTEM. Detail METAL STUDS ■ + / RE: STRUCT'L DWGS Cornice TrimRE: STRUCT'L NG DWGS DWGS ;� a SCALE: 3" =1'-0 BARREL "S' TILE ROOF / RE: # >< (� #. ON 3/4" EXT, GRADE o 1 E ' PLYWOOD OVER METAL 5/8" FIRE RATED EXT. EXISTING EXISTING / GRADE PLYWOOD (n FRAMING. + 1 COLUMN. BUILDING. �. OVER METAL FRAMING. / WOOD JOIST. SEE ,.. .,. _... :.::... .:....:. . i\ STRUCTURAL DWGS) � / _ -:, r E.I.F.S./ Q O 5/8" FIRE RATED EXT. /� 5/8' FIRE RATED EXT. / y � LO SINGLE -PLY FULLY GRADE PLYWOOD -�- -�- GRADE PLYWOOD 5/8" FIRE RATED EXT. ADHERED OVER METAL FRAMING. ^ OVER METAL FRAMING. , GRADE PLYWOOD / \ OVER METAL FRAMING. X/ NON -REINFORCED ;� �'/ � N / ! j E.P.D.M. (60 MIL-) 3/4" E.I.F.S. co + + 3/4" E.I.F.S. 7 + + + BACKER ROD BACKER ROD L A / & SEALANT & SEALANT ..� ° - a. p LL / 3 5/8" x 5 5/8" X \ �°°' 15 5/8" EXPOSED '� oCd `j CONCRETE CAP. / n V ct �67! \ / o C L �/ 1E11 El/x Roof Tile Detail \ / 2 SCALE: 3 = V4' / RE: 0 + PREFINISHED METAL FRAME. SEE / - METAL FRAME. (SEE ALUMINUM CAP � 1 �_5» ( s e ` + "�" 1'-6 4 5/8" FIRE RETARDANT g" �� STRUCTURAL DWGS) _ STRUCTURAL DNGS.)\� +, . CDX PLYWOOD �� t � 3/4" E.I.F.S. ON 5/8" 1'-2' i EXT. OR. GYPSUM BOARD d \ 2 x P.T. `PIOQD � OVER METAL FRAME. SLOPE I BLOCKING 1 \ 1 1 3 5/8" SPLIT 3 5/8" SPLIT T 5/8" FIRE RATED EXT. ; I FACE CMU BLOCK FACE CMU BLOCK GRADE GYP. BD. \ \ OVER METAL FRAMING.. x Awning Detail \ \ 9 SCALE: 3'=V-0" a x U RE 15 # m / SEALANT REYNOLDS ALUMINUM 3/4" E.I.F.S. METAL STUDS Ca Base Detail Ca Base Detail RAINLOCK PANELS OVER METAL STUDS j<` XX��X� FRAMING SYSTEM. SCALEP3"=1'-0" SCALE�3"=1'-0° 301b FELT ON 7/8" RE: STRUCT'L DWGS RE: # EXISTING REL: # EXISTING HORIZONTAL METAL / FRAMING SYSTEM. � � r �� / RE: STRUCT'L DWGS COLUMN. BUILDING. I FURRING 24" O.C. v 5/8" FIRE RATED EXT. 5/8" FIRE RATED EXT. GRADE PLYWOOD GRADE PLYWOOD 5/8" FIRE RATED EXT. 5/8" FIRE RATED EXT. OVER METAL FRAMING. / / GRADE GYPSUM BOARD OVER METAL FRAMING. . . 1 GRADE PLYWOOD METAL CLOSER a 5 .® / OVER METAL FRAMING. OVER METAL FRAMING. 3/4" E.I.F.S. — C M Cz x �, zxx 5/8".� a `V SINGLE -PLY FULLY 'I ADHERED / METAL FRAME. (SEE DENS -GLASS 3 5 8" SPLIT GOLD SHEATHING ` / NON -REINFORCED FACE CMU BLOCK STRUCTURAL DWGS.) / a / E.P.D.M. (60 MIL.) FOAM BRACKET BY X FYPON" No. 624 BACKER ROD H DECORATIVE / OR EQUAL. & SEALANT SINGLE -PLY FULLY y ti FOAM TRIM. EXISTING CONCRETE + + ADHERED Y T- NON -REINFORCED / SIDEWALK TO BE �, + I E.P.D.M. (60 PAIL.) / POWER WASHED AFTER o L / C�NOPYUCTION OF / ® ® W �� z C LO 0 / 3/4" E.I.F.S. EXISTING CONCRETE SIDEWALK "'i°" �" U C / TO BE POWER WASHED AFTER /// o VOA � CONSTRUCTION OF CANOPY METAL FLASHING. - 2" / Roof Tile & Trim Detail . . / v 10 1 Ir SCALE: 3"=1'-0" G / RE: # / LL 5/8" FIRE RATED EXT. E GRADE PLYWOOD -j- / // 8 4 OVER METAL FRAMING. Base Detail I / 10Ca Base Detail SCALE: 3"=1'-0" p RE: # SCALE: RE: # , . Rpt p ON Cornice Trim Detail SCALE: 3"=1'-0" / \ RE: # / a / METAL STUDS FRAMING SYSTEM. / RE: STRUCT'L DWGS PRE-ENGINEERED I / EXISTING 5/8" FIRE RATED EXT. METAL FRAME. (SEE 5/8" FIRE RATED EXT. 3/4" E.I.F.S. CANOPY. / GRADE PLYWOOD. 5/8" DENS -GLASS 5/8" FIRE RATED EXT. STRUCTURAL DWGS.) PRE-ENGINEERED \ GRADE PLYWOOD i���������C GOLD SHEATHING a METAL FRAME. (SEE / OVER METAL FRAMING. GRADE GYPSUM BOARD \ f / V OVER METAL FRAMING. STRUCTURAL DWGS.) / 5/8' FIRE RATED EXT. / OVER METAL FRAMING. METAL FRAME. (SEE GRADE GYPSUM BOARD \ / SINGLE -PLY FULLY fi STRUCTURAL D�1GS.) �\ REYNOLDS ALUMINUM 3/4" E.I.F.S. L i ADHERED Parapet Detail RAINLOCK PANELS OVER '[ / " 301b FELT ON 7/8 NON -REINFORCED SCALE: 3 =1 -0 A E.P.D.M. (60 MIL.) ^ RE: # HORIZONTAL METAL 4r / E.I.F.S. TRIM. i 1 . i 1„ FURRING U 24" O.C. BACKER ROD -�LLJ ' / / & SEALANT co / \ \ Lj J 4J 5/8" FIRE RATED EXT. 5/8" DENS -GLASS GRADE GYPSUM BOARD GOLD SHEATHING EXISTING OVER METAL FRAMING. — Q PARAPET. REYNOLDS ALUMINUM BACKER ROD d & SEALANT 3/4" E.I.F.S. RAINLOCK PANELS OVER M %< 301b FELT ON 7/8" 6' CD ME o / HORIZONTAL METAL w o z z FURRING ® 24" O.C. o `�Lu DRIP EDGE. a_ Q � T r Parapet Facia Detail SCALE: 3�=1'-Q" Canopy Roof Detail Parapet Trim Detail To Copping Detail501 RE: � pY, li , p � pp SCALE: 3"=1'-0' SCALE: 3"= 1 4' SCALE: 3 =1'-0" RE: #14 r c _ _ --- -- - — - -- - - - ---7,--- 5/8" FIRE R/ GRADE GYPSI OVER METAL 3/4" E.I.F.S. E.I.F.S. TRIM. 1 METAL STUDS FRAMING SYSTEM. RE: STRUCT'L DWGS REYNOLDS ALUMINUM RAINLOCK PANELS OVER 301b FELT ON 7/8" HORIZONTAL METAL FURRING ® 24" O.C. METAL CLOSER 5/8" DENS -GLASS GOLD SHEATHING SINGLE -PLY FULLY ADHERED NON -REINFORCED E.P.D.M. (60 MIL.) �j Parapet -Roof Detail SCALE: S' -V-0" RE: # 5/8" FIRE RAI GRADE GYPSUM OVER METAL F 3/4" E.I.F.S. EXISTING Uzi III nIKIr, ° 5/8" Fli GRADE F OVER MI 3/4" E. METAL F STR U CTl BACKER & SEAL/ EXISTING BASE TC EXISTING SIDEWALF POWER N, CONSTR� CANOPY Parapet Detail SCALE 3"=1'-0" RE: EXISTING RI III nIKIr, Curb Base Detail SCALE RE: 5/8" FIRE RATED EXT. GRADE GYP. BD. OVER METAL FRAMING. -Z 1/1" C- IE*c � E.I.F.S. Trim Detail 44 SCALE: 3"=1'-0" RE: # 5/8" FIRE RATED EXT. Column Plan Detail SCALE: RE: # 5/8" FIRE RATED E GRADE GYPSUM BOE OVER METAL FRAMIt 3/4" E.I.F.S. PREFINISHED LUDAINUf•A CAP 2 x P.T. WOOD BLOCKING 5 Cornice Trim Detail SCALE: RE: # SEALANT METAL STUDS FRAMING SYSTEM. RE: STRUCT'L DWGS REYNOLDS ALUMINUM RAINLOCK PANELS OVER 301b FELT ON 7/8" HORIZONTAL METAL FURRING @ 24" O.C. 5/8" DENS -GLASS GOLD SHEATHING Column Plan Detail SCALE: 3"=1'-0" RE: # 7 Column Plan Detail SCALE: 3"=1'-0" RE: # 3/4" E.I.F.S. Column Plan Detail SCALE: 3" =1'-0" RE: # w E- EL 0 0 U 2'-6" U N 0 CD E o I T. � 3 J co o �D •r..4 ®U - �� O04 ct �- cit ti zo I 0 r. r� n. no f W CMz cm z CID z Ilium ,0 ;.{ METAL STUDS WLLJ J ¢o N ` ra FRAMING SYSTEM. Q RE: STRUCT'L DWGS S a 0 O a U X 5/8" FIRE RATED EXT. \ GRADE OVER GYPSUM BOARD METAL FRAMING. \ 3/4" E.I.F.S. 7 Column Plan Detail SCALE: 3"=1'-0" RE: # 3/4" E.I.F.S. Column Plan Detail SCALE: 3" =1'-0" RE: # w E- EL 0 0 U co O LO CV C O a D- c 0 ,O LL Z �® c/)"_ 0 N cz rL V ,.O L _O 0 O m ■0 4-d O Cz ,a 0 N O i r 0 (� -� t- "' C 1 � rel U N 0 CD E o I � 3 J co o •r..4 ®U - �� O04 ct �- cit ti zo I 0 r. r� n. no f W CMz cm z CID z Ilium ,0 ;.{ p N WLLJ J ¢o N ra co O LO CV C O a D- c 0 ,O LL Z �® c/)"_ 0 N cz rL V ,.O L _O 0 O m ■0 4-d O Cz ,a 0 N O i r 0 (� -� t- "' C 1 � rel 0 o I o - � I o W N z WLLJ U Q S a O a U STRUCTURAL NOTES GENERAL NOTES 0-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER, G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. 0-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC IMFORMATION IS MISSING OR IS IN CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGSF OR ERECTION AND SHOP DRAWINGS, USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. 0-9 GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHERE THERE ARE CONFLICTS IN INFORMATION PRESENTED IN THE DRAWINGS OR IF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT MAY INHIBITE THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO BIDDING AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS. 0-10 ONLY WRITTEN CHANGES SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER SHALL BE PERMITTED. G-11 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS SUCH CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION AND THE NECESSARY ADJUSTMENTS MADE PER THEIR COORDINATION. 0-12 IF THERE ARE ANY DISCEPANCES BETWEEN THE STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS, STRUCTURAL DETAILS, STRUCTURAL NOTES, THE PROJECT SPECIFICATIONS, OR APPLICABLE CODES THE STRICTEST SHALL GOVERN. REINFORCED CONCRETE RC -1 ALL CONCRETE DESIGN PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318. RC -2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) 3000 psi COMPRESSIVE STRENGTH AT 28 DAYS (U.O.N.) SLUMP: FOOTINGS & SLABS 4" T/— 1" WATER: POTABLE CHLORIDE: NONE RC -3 PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33. RC -4 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI 315. RC -5 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM YIELD STRENGTH = 60,000. WHERE WELDING REQUIRED ASTM A706, GRADE 60 RC -6 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. RC -7 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S OVER REINFORCING, B.O. FOOTINGS & UNFORMED EDGES— 3" CLR. SIDES & TOPS/ FOOTINGS — 2" CLR. RC -8 CHEMICAL ADHESIVE ANCHORS SHALL BE "HILTI HIT HY-150" ANCHORING SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE 6R" FOR 34" DIA., 41" FOR 2" DIA., 32" FOR s" DIA. EPDXY. DO NOT CUT EXISTING REINFORCING TO INSTALL. RC -9 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. NEW DECORATIVE PRECAST MASONRY COLUMN WRAPS & CURBS: M1. Design, material and workmanship shall be in accordance With the ACI Standard Building Code requirements for concrete masonry structures ACI 530/ACI 530.1 M2. Mortar shall be type S. M3. Provide galvanized masonry ties @ 16"o.c. max. and @ ends & corners/ new masonry. LIGHTGAGE METAL FRAMING LMF-1 MEMBER SIZE AND GAGE AND CONNECTIONS SHOWN ON THE PROJECT DRAWINGS ARE TO BE CONSIDERED A MINIMUM AND ARE NOT TO BE REDUCED WITHOUT APPROVAL OF THE ENGINEER OF RECORD. MAXIMUM STUD SPACING IS 16" BUT CLOSER SPACING MAY BE NECESSARY IN FIELD FRAMING. LMF-2 MATERIALS, STUDS, RUNNERS AND ANGLES SHALL MEET THE REQUIREMENTS OF ASTM A-446 WITH MININiUM YIELD STRENGTH OF 33KS1. LMF-3 METAL STUDS SHALL BE 1-5/8" FLANGE "C" SHAPED STUDS RUNNER TRACK SHALL HAVE 1-1/4" LEGS MINIMUM. STUDS SUPPORTING BRICK AND STUDS REQUIRED TO BE WELDED TO THE BUILDING STRUCTURE MUST BE 16 GA. MINIMUM, OTHERS MAY BE 20 GA. MINIMUM, OR AS NOTED IN DRAWINGS. LMF-4 PROVIDE MANUFACTURERS STANDARD STEEL RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER AND/OR SHOWN ON DRAWINGS FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. LMF-5 GALVINIZED FINISHED SHALL COMPLY WITH ASTM A-525 WITH A G60 COATING. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PROTECTIVE PAINT FOR CORROSION RESISTANCE. LMF-6 ALL STUDS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY DETAILED ON SHOP DRAWINGS. LMF-7 EXTERIOR CANOPY FACADE WALLS SHALL HAVE J" E.I.F.S. OVER MINIMUM 5/8" DENS GLASS GOLD SHEATHING SCREWED TO METAL STUD FRAMING W/SELF TAPPING MIN. 1 "LONG BUGLE HEAD TYPE S-12 SCREWS O 6"o.c. MAX. @ ALL SUPPORTED EDGES. SPACE SCREWS © 8"o.c. ALONG INTERMEDIATE FRAMING MEMBERS. LMF-8 EXTERIOR CANOPY FACADE ROOF SHEATHING SHALL BE 5/8" CDX MINIMUM SCREWED TO METAL STUD FRAMING W/N0. 12 SELF TAPPING SCREWS @ 6"o.c. MAX. © ALL SUPPORTED EDGES. SPACE SCREWS @ 12"o.c. ALONG INTERMEDIATE FRAMING MEMBERS, NEW TS14x10x%x3O' ------------- � 11=-- 10 0 I Ts6x8xY8012', & NEW TS10x10x%x30® 16, 20',& 7" 14'-0' 6x6xy8x18'(TYP./ S4 ILAR TS6x6x-®12', 16' & 0' (TYP./8). I - \ I 50 }' NEW TS10x1Ox3/8 FROM 0'-0" TO 30'-O't (TYP./3) -12 NEW 2'-8"fWIDExlS"DEEPx17'-0"±x>7'-0"t FOOTING W/ (3)#5xCONT. TOP & BOTTOM W/ #3 TIES 0 18'o.c. 3 S5 STRUCTURAL NOTES i i SMLCii --FOUNDATIONS SF -1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF THE SOIL BENEATH THE NEW WORK, PROPER COMPACTION ECT. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 "FBC 2001". SF -2 COORDINATE & AVOID EXISTING UTILITY LINES WITH NEVI FOOTING LOCATIONS. SLEEVE LINES RUNNING THROUGH CONC. IN ACCORDANCE WITH THE FBC 2001. SF -3 EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS SHALL NOT BE PERMITTED. SF -4 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. STRUCTURAL STEEL S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC "hdANUAL OF STEEL CONSTRUCTION," NINTH EDITION AND THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". S-2 ALL STRUCTURAL A.PID MISCELLANEOUS STEEL TO CONFORM TO ASTM A-36 WITH MINIMUM YIELD STRENGTH OF 36 KSI., TUBE & PIPES 46KSI, S-3 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO ASTM A-36 OR A-307. S-4 ALL SHOP AND FIELD YIELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDAAICE WITH AMERICAN 'MELDING SOCIETY (NNS.) DIA "STRUCTURAL WELDING CODE," LATEST EDITION. S-5 USE E70XX ELECTRODES FOR ALL YIELDING UNLESS NOTED OTHERWISE. affliffird,111.61 r. ] 718M_. [a 1/ 1 6'= 1'-0" 31 3 1 2 2 1 3 1 2 1 S4 S4 S4 S4 S5 S5 ys S5 S4 S4 S4 NEW TS10x10 3/8 FROM 0'-0' TO 30'-0't (TYP./2) -- r- y- 14'-0" o. THESE NEW FACADE COLUMN WRAPS ARE ARCHITECTURAL ONLY III AND DO NOT SUPPORT SIGNIFICANT LATERAL OR GRAVITY LOADS TYPICAL, UNLESS EXISTING CANTILEVERED STEEL CANOPY STRUCTURE. AND THEREFORE DO NOT REQUIRE FOOTERS. !III ( OUTER BEAM TO BE RELOCATED INWARD, I_ OTHERWISE NOTED; "TYP. U.O.N."). ENDS OF EXISTING CANTILEVERED BEAMS TO BE CUT BACK (TYPICAL FOR 5 CANTILVERED FRAMES 100'±).TO NEW EDGE FOR CANOPY I ill III `Il STRUCTURAL DESIGN CRITERIA D-1 CODES: — FLORIDA BUILDING CODE 2001 EDITION, WIND FORCE DESIGN'! IN ACCORDANCE WITH ASCE 7-98. D-2 DESIGN LIVE LOADS: ROOFS 20 PSF PUBLIC SPACE 100 PSF. D-3 DESIGN WIND SPEED 110 MPH.; EXPOSURE B; BUILDING CATEGORY 11; IMPORTANCE FACTOR (1)=1.0 MAXIMUM COMPONENT & CLADDING PRESURE FOR AREA/MODIFICATION=50PSF, D-4 SEISMIC: ZONE 0 D-5 ALLOWABLE SOIL BEARING PRESSURE 2000PSF. D-6 All 'work shall be in strict accordance with the latest edition of FLORIDA BUILDING CODE 2001 EDITION, and all applicable Local Codes. D-7 THESE RENOVATIONS AND REPAIRS HAVE BEEN DESIGNED TO MEET OR EXCEED THE 11 Omph. WIND LOAD REQUIREMENTS OF SECTION 1600 OF THE FLORIDA BUILDING CODE 2001 EDITION. THESE DRAWINGS ARE NOT MENT TO IMPLY THAT THE REST OF THE EXISTING STRUCTURE TO REMAIN THAT HAS NOT BEEN ALTERED OR REPAIRED MEETS CURRENT CODES. D-8 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 CONCRETE WORK (INCLUDING DEMO. EXCAVATION, CONC. & REBAR), STRUCTURAL STEEL (INCLUDING ERECTION), MASONRY, METAL STUD CANOPY FIR AMING & FACADE & ALL OTHER MAJOR STRUCTURAL ITEMS. STRUCTURAL J�Iiiri wr I 1 11 UWAREMEMI A 1 In MOL T.O. PARPPE7 v -o• T.O. NEW ROOF ii -0' B.O. ROOF 0'-0• T.O. SIDA;_LK 1/16"=1'-0" w a_ U a. 0 Z U Z Z Ld R in w x Q v ilt Ii o -H hI Z T fi !11 I II 0 1 o I I I _ , .r 1 LL: I !I I o 0 I ,� I _I Ld F � 111' it U- ': III Ali rMMI i I U E Ij S3 SIM IIT fi - 1 S3 �j I I- 1 I S2 a a E e IS 0 0 E ■ I� I� CLO O Coco 0:�1 ® O IL 6 C) 0 3 m �O CU o T-3: I B0WEN ENGINEERING CORP. EB.#0005G26 1528 VASSAR ST,' " ORLANDO, FL,: 328041 I (407) 423-7585 STRUCTURAL ONLY. 1 WM. H, MATTHEWS; FLA. PE#54831, 1, � S1 0 oI z �- o I—o CD U o `o N o z co m u U 0- D U � S1 EXI STRUCTURALCANOPY SECTION REFERENCE ARCHITECTURAL SECTION 1/A301, 3/411- 1 2 —^1, T/PARAP ET= 32'-0 "MAX. MISCELLANEOUS 362SJ 18@ 24"o.c. MAY BE REQUIRED TO FRAME ARCHITECTURAL FEATU AS REQUIRED, COORDINATE W/ ARCH. DWG 20 GA. L2x2xCONT. CORNER BEADS (TYPIC 80SJ 16@24"o.c. HORIZ. BRIDGING C ( (8)#10-16, T1 EA. 8" M.S. COQ EACH X DENOTES (1) #10 - SELF TAPPING SCRE EXTERIOR CANOPY FACADE WALLS SHALL H E.I.F.S. OVER MINIMUM 5/8" DENS GLAS SHEATHING SCREWED TO METAL STUD F W/SELF TAPPING MIN. 1 "LONG BUGLE HEA S-12 SCREWS @ o"o.c. MAX. @ ALL SUP EDGES. SPACE SCREWS @ 8"o.c. INTERMEDIATE FRAMING ME NEW 60SJ 18 ATTACHED TO C L & TO NEW CANOPY FRA W/ (6) #10- 16GA. CLIPL5x5x5 ATTf EXISTING RED IRON WIDE FLAN TO REMAIN, W/ (4) 0. B/EXIST. SOFFIT=9'-0" f TO REMAIN AS IS Nv T/SIDEWALK=O'-0" STRUCTURALCANOPY SECTION REFERENCE ARCHITECTURAL SECTION 2/A301. 3/41)-11_011 0 c } 0 0 U r �s V w Co N Em -_+ c A °�- .L c 0 0 ® co a3 m moo® cc_ co N cz cTj 0 v cv a� c:o 0 .® in -� o` �a ®°6 cm W C? h cu r ®pLL c.00-2 VOco 0 i -V BOWEN ENGINEERING CORP. EB.#0005025 1528 VASSFR_ST. ORLANDO, FL_.3280 (407) 423=7585 ray STRUCTURAL ONLY.- WM. H. MAi THEWS, FLA. PE#54831, W a o � Z � o ¢wN J O Z m W Y m � W U Of d C] fl a o � Z � o CD W N O Z m W Y m � W U d C] fl U T/PARAPET=24'-4" f -Iftf =q BOWEN ENCINEERING-GORP. EB.#0005026 C3 z :�:o 1528 VASSAR ST. ORLANDO, FL. 32804 (407) 423-7585 r-- -- - 60SJ18 MS. FOR NEW COLUMN WRAP BUILD OUT BEYOND PROVIDE TRIPLE STUDS FOR FLA. PE#54831, --------T-- ' CORNERS & HORIZ BRIDGING @48"o.c. ALSO PROVIDE MISCELLANEOUS 362SJ18® 24"a.c. MAY p p FF--- r- --,-------- r) —t BE ADDED AS REQUIRED TO FRAME ARCHITECTURAL FEATURE DETAILS AS REQUIRED, r L--- T _ I____T--�I I I I I COORDINATE W/ ARCH. I I DWGS. PROVIDE 20 GA. L2x2xCONT. CORNER BEADS TYPICAL U.O.N. ( . I I I I -i___-----i L�__�--------�- I 1 -_ MINIMUM CORNER L2"x2"x20GAxCONT. W/ I I I (1) #8-18 TEKS EA. LEG TO EA. MS. (TYPICAL). T/PARAPET=21'-8" i' NEW ROOFING; (SEE ARCHITECTURAL) it EXTERIOR CANOPY FACADE ROOF SHEATHING SHALL BE %"CDX MINIMUM SCREWED TO METAL STUD FRAMING W/N0. 12 SELF TAPPING SCREWS I I I @ 6"o.c. MAX. @ ALL SUPPORTED EDGES. SPACE SCREWS © 12"o.c. i i ii ALONG INTERMEDIATE FRAMING MEMBERS. u x k I I kk XX% I I XXX I %X %XX I. I I 60SJ18 ATTACHED TO 16GAGE XXX I L5x5x5's W/ (6)#10-16 TEKS EA. MISCELLANEOUS 362SJ18© 24"o.c. MAY BE ADDED A�� L5x5 TO METAL STUD, & lEA. - - _ REQUIRED TO FRAME ARCHITECTURAL FEATURE DETAILSJill, I I ' XXX X%X 16GAGE L5x5x5 FASTENED, TO EXISTING CONTINUOUS RE IRON AS REQUIRED, COORDINATE,W/ ARCH. DWGS. PROVID60SJ18®24 I o.c. MAX. W ANGLE ac TYP c� TOP/ 20 GA. L2x2xCONT. CORNER BEADS (TYPICAL U.O.N.��. i HORIZ. BRIDGING © 48"o.c. ,= XXX BOTTOM EXISTING STOREF ONT BEAM / R ( TYPIC AL) _ a _ .. W/(3) 0.145 PAF. (TYPICAL _„�� T/EXISTING STOREFRONT.),Eli'I f / r 60SJ18 ATTACHED 'f0 160AGE L5x5x5's W/ (6)#10-16 TEKS EA. L5x5 TO METAL STUD, & EA. 160AGE L5x5x5 FASTENED „T0 EXISTING CONTINUOUS RED IRON BEAM W/(3) 0,145 PAF XXX (TYPICAL MS. TO RED IRON CONN. I U.O.N.). i i I ,i EX�5TING RED IRON CHANNEL/ REMAIN./ ( 7P.). EXI STING TO EMAI N I I I x xx I B/SOFFIT=10'-0” f IRV XXX EXISTING CANOPY STEEL FRAMING TO REMAIN; AD IN NEW 60SJ18's @ 24"o.c. TO SUPPORT NEW REFINISHED CANOPY CEILING. (TYP.). NEW ARCHITECTURAL TREATEMENT WRAP OF EXISTING COLUMNS: PROVIDE MIN. 6", 18GAGE METAL STUDS ® 24"max. o.c. MIN. 3 PER FACE, CLIP ANCHORED TO EXISTING STRUCTURE ® 6'O.C. max. FOR NEW ARCHITECTURAL MASONRY BASE FEATURES PROVIDE CONCRETE CURB & MASONRY WRAP AROUND EXISTING COLUMNS PROVIDE NEW MASONRY 9GAGE WIRE PINTEL TYPE MASONRY ANCHOR @ 16"o.c. E.W., ATTACHED TO EXISTING MASONRY, STUCCO OR CONCRETE W/ (2)%6"Dia. TAPCONS MIN. 1.25" EMBED. TYPICAL 1 T/SIDEWALK=O' STRUCTURALCANOPY SECTION REFERENCE ARCHITECTURAL SECTION 1/A302. 3/4"=1'-0" co X Q a_ GO W Q LL. Z W X Li /PARAPET=28'-0" DOUBLE L3x, TS3x: TYPICAL RED IRON TS MISC. STEEL CONN. U.O.N. DOUBLE L3x: B/SOFFIT=10'-0"1 Nv T/SIDEWALK=O'— STRUCTURALCANOPY SECTION REFERENCE ARCHITECTURAL SECTION 3/A302. 2 S3 3/4"=1'-0" W/ (TYPICAL). M, x U U U C Co CD 0 CV �co A C: a` C. c� ®O� �0 w i L® O o O 0m . ®, O C� a >a 006 ^�N W � i r ® o LL. c: 010 v cue 00co W z C) uj U) W C> -Iftf =q BOWEN ENCINEERING-GORP. EB.#0005026 C3 z :�:o 1528 VASSAR ST. ORLANDO, FL. 32804 (407) 423-7585 0 U M7 L'i CDN STRUCTURAL ONLY. J p WM. H. MATTHEWS, FLA. PE#54831, W C> C3 z :�:o 0 U M7 L'i CDN I J p 0 W W m W U W S W p p U J W C> C3 z :�:o 0 U M7 L'i CDN I J p 0 W W m W U W S � p p U T/PARAPET=20'-8" MISCELLANEOUS 362SJ18@ 24" BE ADDED AS REQUIRED T ARCHITECTURAL FEATURE DE REQUIRED, COORDINATE W/ ARC[ PROVIDE 20 GA. L2x2xCONT. BEADS (TYPICAL 16GAGE L5x5x5 W/ (3) 0 FASTENERS TO MASONRY & (I TEKS TO M.S. (TYP. M.S. 60SJ 1 8@24"o.c. NEW 18 GAGExCONT. 3"DEEP L FASTEN TO EXISTING CMU WALL � "0X1O" THREADED RODS @ 48' EPDXY GROUTED TIGHT (MIN. USE HILTI HIT 20 W/ SCREEN EQUIVALENT FOR FASTENING TO CMU. ATTACH METAL STUDS OUTER LEG/PL. W/ MIN. (3; TEI T/PARAPET=10'-0" MINIMUM 20GA. STUDS @ 24"c REQ'D. BY ARCH FACADE CONN. TO EXISTING MASON BUILDING W/ CLIP ANGLE 362CR18xC( W/ Y2" O EXPAN`. (min. 92" TIGHT EMBED INTO E> (TYPICAL @ BASE/FRONT & SIDE COLUMr T/SIDEWALK=O'-O" STRUCTURAL CANOPY SECTION SFCTR 111 R0 ITECTURAL 3/4"=V-011 T/PARAPET=34'-0" 80SJ 16@24"o.c. HORIZ. BRIDGING 60SJ 18 ATTACHED TO 16GAGE (6)#10-16 TEKS EA. L5x5 TO M EA. 16GAGE L5x5x5 FASTENE[ CONTINUOUS RED IRON BEAM PAF. (TYPICAL MS. TO RE[ NEW 1-3x3A4 @ 6'-O"o.c. max. 12" OF EXISTING JOISTS EXISTING DECK EDGE ANGLE SHALL ENSURE EXISTING RO{ ANGLE IS WELDED TO EXISTI� SEAT W/ MIN. 4" OF %6" FILLET THAT EXIST. JOIST SEAT EXISTING EMBED @ TS6x6x3/$ WELDED TO L3x & TO TS 10x10 60SJ 18@24"c (2)CLIP L4x4xY4xl EACH W/ (2) Y4 SCREEN SL TYPICAL RED IRON TS & MISC. STEEL CONN. U.O.N. T/ARC= E TS6x6xY8 WELDED T( TS 10x 10x% AT EACH END/H AREA ON WEST ELEVATION NEW ARCHITECTURAL TREATEMENT EXISTING COLUMNS: PROVIDE MIN. 6 METAL STUDS @ 24"max. o.c. M FACE, CLIP ANCHORED TO EXISTING @ 6 FOR NEW ARCHITECTURAL MASC FEATURES PROVIDE CONCRETI MASONRY WRAP AROUND EXISTING PROVIDE NEW MASONRY 9GAGE WI TYPE MASONRY ANCHOR @ 16 ATTACHED TO EXISTING MASONRY, S CONCRETE W/ (2)%6"Dio. TAPCONS I EMBEI (2)CLIP L4x4A4x12" ANCHOR - EACH W/ (2) Y4" O HILTI HIT. SCREEN SLEEVE MIN 8' BASE PL. THREADED ROD`. THRU CURB & SI 6"EMBED INTO E> T/SIDEWAL STRUCTURAL CANOPY SECTION SECTIONI 2/A03HITECTURAL , (--3� STRUCTURAL CANOPY SECTION SECT ONI 3/A303.RHITECURAL (2) #8-18 (TYP.). END /PARAPET=25'-4"f 80SJ 16@24"o.c. M. HORIZ. BRIDGING @ (Tl 16 GAGE CLIP L5x5xl2" ANCHOR TO W/ (2) Y" O HILTI HIT. 100 MIN 8" NEW 18 GAGExCONT. 3"DEEP LEG T FASTEN TO EXISTING CMU WALL W/ M "0X10" THREADED RODS @ 48"o.c. EPDXY GROUTED TIGHT (MIN. 8"EM USE HILTI HIT 20 W/ SCREEN TUB EQUIVALENT FOR FASTENING TO EXI' CMU. ATTACH METAL STUDS "M.S OUTER LEG/PL. W/ MIN. (3) #1 TEKS (- B/AWNING=10'-0"f MINIMUM 24GA. STUDS @ 24"o.c. S REQ'D. BY ARCH FACADE (TYP CONN. TO EXISTING MASONRY F, BUILDING W/ CLIP ANGLE L3x 6' 362CR18xCONT. W/ Y2" O EXPANSION (min. 2Y2" TIGHT EMBED INTO EXISTIN (TYPICAL @ BASE/FRONT & SIDE FAC COLUMN BUI T/SIDEWALK=O'-0" Nv MINIMUM CORNER L2"x2"x20GAxCONT. W/ (TYPICAL S4 3/41,_1,_031 S4 3/4"-1 1_03) a w N Eo 4-+ �c >Y ®LL ro VES 00 C/) (D co N cz C C� 0 V ca _m �0, 0 �®m L 4-jo CL >a 006 �CN i Oi r Ups coccr- oo� t nj 0 n - BOWEN ENGINEERING CORP. EB.#000502.6 1528 VASSAk ST ORLANDO, FL. :32804 `e (407) 423=7585 - STRUCTURAL -ONLY. WM. H. MAS THEWS, `V FLA. PE#54831, 3� Uj o a Z � o CD c IS o Y -M N W O ZQ m O Q M W 2 2 D UjUj U z �Y! o a Z � o CD c o Y -M N W O ZQ m O Q M W 2 2 D D U �Y! /PARAPET=27'-6"± f MISCELLANEOUS 362SJ 24"o.c. MAY BE ADDEE REQUIRED TO FR ARCHITECTURAL FEAT DETAILS AS REQUII COORDINATE W/ AF DWGS, PROVIDE 20 L2x2xCONT. CORNER BE (TYPICAL U,0 J 80SJ 16@24"o.c. MAX. V1 HORIZ. BRIDGING @ 48"o. (TYPICAL (8)#10-16, EA. 8" M. S. C( EACH X DENOTES (1) #10 SELF TAPPING SCI 60SJ18 ATTACHE 16GAGE L5x5x5' (6)#10-16 TEKS EA. TO METAL STUD, 16GAGE L5x5x5 FAST TO EXISTING CONTIN RED IRON BEAM ' 0.145 PAF. (TYPICA TO RED IRON CONN. U. B/SOFFIT=11'-4"± T/SIDEWALK=0'-0" /PARAPET=34'-8"± 80SJ16@24"o.c. MAX. W/ HORIZ. BRIDGING @ 48"o,c. (TYPICAL). 16 GAGE xCONT. TOP TRACK, ATTACH TO VT. STUDS W/ (2) #8-18 (TYP.). 80SJ 16024"o.c. MAX. W/ HORIZ. BRIDGING @ 48"o,c. (TYPICAL). DOUBLE 80SJ16 FASTEN TO EXISTING PARAPET WALL W/ MIN. Y2% THREADED RODS THRU–BOLTS @ 24"o.c. (TYP. BULKHEAD END WALL CONN.). XX (8)#10-16, TYP. EA. 8" M.S. CONN. ACH X DENOTES (1) #10-16 SELF TAPPING SCREW. 3OSJ 16@24"o,c, MAX. W/ RIZ. BRIDGING @ 48"o.c. (TYPICAL).- 60SJ18 TYPICAL). 60SJ18 ATTACHED TO 16GAGE L5x5x5's W/ (6)#10-16 TEKS EA. L5x5 TO METAL STUD, & EA: 16GAGE L5x5x5 FASTENED TO EXISTING CONTINUOUS RED IRON BEAM W/(3) 0.145 PAF. (TYPICAL MS. TO RED IRON CONN. U.O.N.). I X xX X Xx > B/SOFFIT=1 1'-4"± THESE NEW FACADE COLUMN WRAPS ARE ARCHITECTURAL DNLY AND DO NOT SUPPORT SIGNIFICANT LATERAL OR �VITY LOADS AND THEREFORE DO NOT REQUIRE FOOTERS. TYPICAL, UNLESS OTHERWISE NOTED; "TYP. U.O.N."). T/SIDEWALK=0'-0" T/PARAPET=34'-0" TO METALS D, &EA.; ;' ATTACH BASE KS FOR OVER BUILD TO 16GAGE 1-5x5x ASTEN D ';' ii` EXISTINGROOF 3$"� THREADED RODS @ TO EXISTINGCOTINUO S / ;1 fj' 48"o.c. max.'� max. IN FROM ENDS & RED IRON M W/(} r CORN 3 S. HRU BOLTS SHALL CONNECT 0.145 PAF. ( ICAL MS. ;'`ij+ ;' THRU E ISTING OF & THRU EXIST. BAR 0 RED IRON CONN. U.O.N.. f JOIST TOP CHI. I IN LINE & IF NOT; TO NEW ' 3%"XlB GA. R ER BELOW EXISTING METAL ROOF DECK & EN THIS RUNNER IS IN LINE / W/ EXISTING JOISTS BELOW THEN PROVIDE —362SJ @24"o.c. MAX. W 362SJ 3%"1 I GA. MIN. METAL STUDS AS HORIZ. RIDGING @ 48"0 c LADDE FRAMINGC ROSS FRAING SUPPORT) (TYPIC ). @ 48'o c. ma LIP ANGLE ATTACHED TO THE EXISTI BAR C I TOP CHO DS, 0 L2"x2"x2OGAxCONT. W/ (1) #8-18 TEKS EA. LEG TO EA. MS. (TYPICAL). f I' 362SJ 18@24 o,c. ,.• t` �` / MAX. 1 / (TYP.). ' f J 4 r E/XIS'TING TO T/TS =12'–O"± 9"± I, I 7'-63?± NEW ARCHITECTURAL TREATEMENT WRAP OF EXISTING COLUMNS: PROVIDE MIN. 6", 18GAGE IMETAL STUDS @ 24"max. o,c. MIN, 3 PER FACE, CLIP ANCHORED TO EXISTING STRUCTURE @ 6'o.c. max. FOR NEW ARCHITECTURAL MASONRY BASE FEATURES PROVIDE CONCRETE CURB & MASONRY WRAP AROUND EXISTING COLUMNS PROVIDE NEW MASONRY 9GAGE WIRE PINTEL TYPE MASONRY ANCHOR @ 16"o.c. E.W., ATTACHED TO EXISTING MASONRY, STUCCO OR CONCRETE W/ (2)%6"Dia. TAPCONS MIN. 1.25" I EMBED. TYPICAL STRUCTURAL CANOPY SECTION 'E'r�_�� , ,,., ''°"A` ,STRUCTURAL CANOPY SECTION 2 7 A REFERENCE ARCHITECTURAL SECTION 2/A304, 3/4"=1'-0" PROVIDE 60SJ18 @ 24"o.c. (TYP.). NEW TS10x10x3/8 FROM _ 0' TO 30'-0"± (TYP./3) BASE PL. 3/4"x8"x16" W/ (2) Y4" O THREADED RODS EPDXY GROUTED DOWN THRU CURB & SIDE WALK CONC. TO MIN. 6"EMBED INTO EXISTING FRONT WALL FTG. T/SIDEWALK=O'–O" • XXx X X XX X x X 60SJ 18 ATTACHED TO 16GAGE L5x5x5's W/ (6)#10-16 TEKS EA. L5x5 TO METAL STUD, & EA. 16GAGE L5x5x5 FASTENED TO EXISTING CONTINUOUS RED IRON BEAM W/(3) 0.145 PAF. (TYPICAL MS. TO RED IRON CONN. U.O.N.). a MISCELLANEOUS 362SJ 18@ 24"o.c. MAY BE ADDED AS REQUIRED TO FRAME a ARCHITECTURAL FEATURE_ DETAILS AS REQUIRED, COORDINATE W/ ARCH. DWGS. PROVIDE 20 GA. L2x2xCONT. CORNER BEADS (TYPICAL U.O.N.). 0 a U E Q c 0 N NEW ROOFING; (SEE ARCHITECTURAL) $ EXTERIOR CANOPY FACADE ROOF SHEATHING SHALL BE %$"CDX MINIMUM SCREWED TO METAL STUD FRAMING W/N0. 12 SELF TAPPING SCREWS o @ 6"o.c. MAX. @ ALL SUPPORTED EDGES. SPACE SCREWS @ 12"o.c. 3 ALONG INTERMEDIATE FRAMING MEMBERS. E U O N Y a TS 6k6ki @6 0. TS6x6XY8 @ 6'-0"O.c.± SEE ELEVATION FRAME MEMBERS FULLY WELDED TO EA. OTHER AND TO EXISTING STRUCTURAL STEEL W/ %6" FILLET WELDS.PROVIDE 60SJ18 AS INFILL BETWEEN FRAMES @ 24"o,c. (TYP.). rD MINIMUM CORNER 1-2"x2"x2 G xCONT. / CD o W I (1) #8– E TEKS EA. LEG TO EA. MS (TYPICAL). M U O IEU co W OSJ 18 2 "o.c. MAX. W z Y I HORIZ. ERIDGING @ 48"o.c. C D U (TYPICAL'. kk 3x3x1/4 NT, kk 1 NEW x3xY4 6 0"o.c. max. FULLY W D iD TO EXISTING CHAN @ k T/EXI . PARA T WALL. x XXX17 j 60SJ18 ATTACHED TO + �l J 16GAGE L x x5's W ! 1; I (6)#10-16 TEKS EA. L5x5 ;','` XX (8)#10-16, TYP. EA. 8" M.S. CONN. ACH X DENOTES (1) #10-16 SELF TAPPING SCREW. 3OSJ 16@24"o,c, MAX. W/ RIZ. BRIDGING @ 48"o.c. (TYPICAL).- 60SJ18 TYPICAL). 60SJ18 ATTACHED TO 16GAGE L5x5x5's W/ (6)#10-16 TEKS EA. L5x5 TO METAL STUD, & EA: 16GAGE L5x5x5 FASTENED TO EXISTING CONTINUOUS RED IRON BEAM W/(3) 0.145 PAF. (TYPICAL MS. TO RED IRON CONN. U.O.N.). I X xX X Xx > B/SOFFIT=1 1'-4"± THESE NEW FACADE COLUMN WRAPS ARE ARCHITECTURAL DNLY AND DO NOT SUPPORT SIGNIFICANT LATERAL OR �VITY LOADS AND THEREFORE DO NOT REQUIRE FOOTERS. TYPICAL, UNLESS OTHERWISE NOTED; "TYP. U.O.N."). T/SIDEWALK=0'-0" T/PARAPET=34'-0" TO METALS D, &EA.; ;' ATTACH BASE KS FOR OVER BUILD TO 16GAGE 1-5x5x ASTEN D ';' ii` EXISTINGROOF 3$"� THREADED RODS @ TO EXISTINGCOTINUO S / ;1 fj' 48"o.c. max.'� max. IN FROM ENDS & RED IRON M W/(} r CORN 3 S. HRU BOLTS SHALL CONNECT 0.145 PAF. ( ICAL MS. ;'`ij+ ;' THRU E ISTING OF & THRU EXIST. BAR 0 RED IRON CONN. U.O.N.. f JOIST TOP CHI. I IN LINE & IF NOT; TO NEW ' 3%"XlB GA. R ER BELOW EXISTING METAL ROOF DECK & EN THIS RUNNER IS IN LINE / W/ EXISTING JOISTS BELOW THEN PROVIDE —362SJ @24"o.c. MAX. W 362SJ 3%"1 I GA. MIN. METAL STUDS AS HORIZ. RIDGING @ 48"0 c LADDE FRAMINGC ROSS FRAING SUPPORT) (TYPIC ). @ 48'o c. ma LIP ANGLE ATTACHED TO THE EXISTI BAR C I TOP CHO DS, 0 L2"x2"x2OGAxCONT. W/ (1) #8-18 TEKS EA. LEG TO EA. MS. (TYPICAL). f I' 362SJ 18@24 o,c. ,.• t` �` / MAX. 1 / (TYP.). ' f J 4 r E/XIS'TING TO T/TS =12'–O"± 9"± I, I 7'-63?± NEW ARCHITECTURAL TREATEMENT WRAP OF EXISTING COLUMNS: PROVIDE MIN. 6", 18GAGE IMETAL STUDS @ 24"max. o,c. MIN, 3 PER FACE, CLIP ANCHORED TO EXISTING STRUCTURE @ 6'o.c. max. FOR NEW ARCHITECTURAL MASONRY BASE FEATURES PROVIDE CONCRETE CURB & MASONRY WRAP AROUND EXISTING COLUMNS PROVIDE NEW MASONRY 9GAGE WIRE PINTEL TYPE MASONRY ANCHOR @ 16"o.c. E.W., ATTACHED TO EXISTING MASONRY, STUCCO OR CONCRETE W/ (2)%6"Dia. TAPCONS MIN. 1.25" I EMBED. TYPICAL STRUCTURAL CANOPY SECTION 'E'r�_�� , ,,., ''°"A` ,STRUCTURAL CANOPY SECTION 2 7 A REFERENCE ARCHITECTURAL SECTION 2/A304, 3/4"=1'-0" PROVIDE 60SJ18 @ 24"o.c. (TYP.). NEW TS10x10x3/8 FROM _ 0' TO 30'-0"± (TYP./3) BASE PL. 3/4"x8"x16" W/ (2) Y4" O THREADED RODS EPDXY GROUTED DOWN THRU CURB & SIDE WALK CONC. TO MIN. 6"EMBED INTO EXISTING FRONT WALL FTG. T/SIDEWALK=O'–O" • XXx X X XX X x X 60SJ 18 ATTACHED TO 16GAGE L5x5x5's W/ (6)#10-16 TEKS EA. L5x5 TO METAL STUD, & EA. 16GAGE L5x5x5 FASTENED TO EXISTING CONTINUOUS RED IRON BEAM W/(3) 0.145 PAF. (TYPICAL MS. TO RED IRON CONN. U.O.N.). a MISCELLANEOUS 362SJ 18@ 24"o.c. MAY BE ADDED AS REQUIRED TO FRAME a ARCHITECTURAL FEATURE_ DETAILS AS REQUIRED, COORDINATE W/ ARCH. DWGS. PROVIDE 20 GA. L2x2xCONT. CORNER BEADS (TYPICAL U.O.N.). 0 a U E Q c 0 N NEW ROOFING; (SEE ARCHITECTURAL) $ EXTERIOR CANOPY FACADE ROOF SHEATHING SHALL BE %$"CDX MINIMUM SCREWED TO METAL STUD FRAMING W/N0. 12 SELF TAPPING SCREWS o @ 6"o.c. MAX. @ ALL SUPPORTED EDGES. SPACE SCREWS @ 12"o.c. 3 ALONG INTERMEDIATE FRAMING MEMBERS. E U O N Y a TS 6k6ki @6 0. TS6x6XY8 @ 6'-0"O.c.± SEE ELEVATION FRAME MEMBERS FULLY WELDED TO EA. OTHER AND TO EXISTING STRUCTURAL STEEL W/ %6" FILLET WELDS.PROVIDE 60SJ18 AS INFILL BETWEEN FRAMES @ 24"o,c. (TYP.). x X X x TS6x6x3/8 @6'o.c. U 6 X c� x F— TS6x6x3/8 @6'o.c. 'I TS6x6xYa @6'o.c. (2 CLIP 1-4x4AW 2" ANCHOR TO WALL ACH W/ (2) %"O HILTI HIT. 20 W/ SCREEN SLEEVE MIN 8" EMBED NEW L3x3xY4 @ 6'-0"o.c. max. LOCATE WITHIN 12" OF EXISTING JOISTS & WELDED { TO EXISTING DECK EDGE ANGLE , CONTRACTOR SHALL ENSURE EXISTING ROOF r DECK EDGE ANGLE IS WELDED TO EXISTING ROOF JOIST SEAT W/ MIN. 4" OF FILLET WELD & ALSO THAT EXIST. JOIST SEAT IS WELDED TO EXISTING EMBED @ T/EXIST. WALL. o CLO 1 1 I I NEW 2'-8"±WIDEx16"DEEPx17'-0"±x17'-0"± FOOTING W/ (3)#5xCONT. TOP & BOTTOM • • W/ #3 TIES @ 18"o.C. STRUCTURAL CANOPY SECTION s Co Lo CV �N a cts aV 0 o 0 C � �® �r ®� c �V _0) �oo ® In o ®°d a ti cu r C) c:.0 U ig c Coco BOWEN - ENGINEERING CORP. EB.#0005026 1528 VASSAR ST, ORLANDO, -,FL, 32804 ; (407) 423--7585 STRUCTURAL ONLY. .\`4 WM. H. MATTHEWS, �� \ FLA, PE; 54831, t W rD IN x X X x TS6x6x3/8 @6'o.c. U 6 X c� x F— TS6x6x3/8 @6'o.c. 'I TS6x6xYa @6'o.c. (2 CLIP 1-4x4AW 2" ANCHOR TO WALL ACH W/ (2) %"O HILTI HIT. 20 W/ SCREEN SLEEVE MIN 8" EMBED NEW L3x3xY4 @ 6'-0"o.c. max. LOCATE WITHIN 12" OF EXISTING JOISTS & WELDED { TO EXISTING DECK EDGE ANGLE , CONTRACTOR SHALL ENSURE EXISTING ROOF r DECK EDGE ANGLE IS WELDED TO EXISTING ROOF JOIST SEAT W/ MIN. 4" OF FILLET WELD & ALSO THAT EXIST. JOIST SEAT IS WELDED TO EXISTING EMBED @ T/EXIST. WALL. o CLO 1 1 I I NEW 2'-8"±WIDEx16"DEEPx17'-0"±x17'-0"± FOOTING W/ (3)#5xCONT. TOP & BOTTOM • • W/ #3 TIES @ 18"o.C. STRUCTURAL CANOPY SECTION s Co Lo CV �N a cts aV 0 o 0 C � �® �r ®� c �V _0) �oo ® In o ®°d a ti cu r C) c:.0 U ig c Coco BOWEN - ENGINEERING CORP. EB.#0005026 1528 VASSAR ST, ORLANDO, -,FL, 32804 ; (407) 423--7585 STRUCTURAL ONLY. .\`4 WM. H. MATTHEWS, �� \ FLA, PE; 54831, t W rD CD o W I rD CD o I M U O IEU co W W z Y C D U