Loading...
3609 S Orlando Dr - BC04-001776 (HOVER HOBBY) (INTERIOR ALTERATION) (A)DEVELOPER: KIMCCI REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 FAX (954) 977-8780 CONTACT: MARK TROMMSDORFF mt®kimcorealty.com ARCHITECT: V CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: MATTHEW PINEDA (407) 228-4220 FAX (407) 228-4219 CONTACT: MATTHEW PINEDA matthew®c-p.com MECH/PLUMBING ENGINEER: CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: SAM AHMAD (407) 228-4220 FAX (407) 228-4219 CONTACT: NAWWAF AHMAD (SAM) sama(Pc-p.com ELECTRICAL ENGINEER: CUHACI & PETERSON, 4R(N-I!TECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: SAM AHMAD (407) 228-4220 FAX (407) 228-4219 CONTACT: NAWWAF AHMAD (SAM) sama®c-p.com ABBREVIATIONS LIST: I' AFF AFG AB ALT APP ARCH BP BRG BM SLK B/ BLDG CW CL CLR COL CONC CU CMU CONT CONST CSJ CJ C/W DET DEPT DIAM DIM DIST DN DRN DWG EA EQ EIFS EL ELEC ENG EQIV EXIST EXT EXP JT FD FF FIDE FFE FSE FIX FLR FTG FR GA GC GALV GYP HB HC HT HORIZ HVAC HW INT JT JST LAV LGTH MANUF MATL MAX MECH MEZZ MIN MISC MO MR MTL NIC NOM NTS 0/ OC OPNG OPP PL PLBG PLYWD PC PRE -ENG PREFAB PT RD RET REF REV REINF READ RTU SAN SCHED SIM SPECS SQ S S STD STL STRUC STRM TS THK T&B T&G TOC TOS TYP 101A VERT VI F W/ W/O WC WD WH WP WT WWF ABOVE FINISH FLOOR (SLAB) ABOVE FIN GRADE ANCHOR BOLTS ALTERNATE/ALTER NATIVE APPROVED/APPROVAL ARCHITECTURE/ARCHITECTURAL BASE PLATE/BEARING PLATE BEARING BEAM BLOCK BOTTOM OF BUILDING COLD WATER LINE CENTERLINE CLEAR/CLEARANCE COLUMN CONCRETE CONDENSING UNIT CONCRETE MASONRY UNIT CONTINUOUS CONSTRUCTION CONSTRUCTION JOINT CONTRACTION JOINT / CONTROL JOINT COMPLETE WITH DETAIL DEPARTMENT DIAMETER DIMENSION DISTANCE DOWN DRAIN DRAWING EACH EQUAL EXTERIOR INSULATED FINISHING SYSTEM ELEVATION ELECTRIC/ELECTRICAL ENGINEER EQUIVALENT EXISTING EXTERIOR EXPANSION JOINT FLOOR DRAIN FINISHED FLOOR FINISHED DRIVE ELEVATION FINISHED FLOOR ELEVATION FINISHED SIDEWALK ELEVATION FIXTURE FLOOR FOOTING FIRE RETARDANT GAGE/GAUGE GENERAL CONTRACTOR GALVANIZED GYPSUM HOSE BIBB HANDICAPPED HEIGHT HORIZONTAL HEATING VENTILATING AIR CONDITIONING HOT WATER LINE INTERIOR JOINT JOIST LAVATORY LENGTH MANUFACTURE/MANUFACTURER MATERIAL MAXIMUM MECHANICAL MEZZANINE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT METAL NOT IN CONTRACT NOMINAL NOT TO SCALE OVER ON CENTER OPENING OPPOSITE PLATE PLUMBING PLYWOOD PRECAST CONCRETE PRE-ENGINEERED PREFABRICATED PRESSURE TREATED ROOF DRAIN RETAINING REFERENCE REVISE/REVISION REINFORCING/REINFORCED REQUIRED ROOF TOP UNIT (HVAC) SANITARY SEWER LINE SCHEDULE SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL STORM DRAIN LINE TUBE STEEL THICK TOP AND BOTTOM TONGUE AND GROOVE TOP OF CONCRETE TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WITHOUT WATER CLOSET WOOD WATER HEATER WATERPROOF WEIGHT WELDED WIRE FABRIC CODE INFORMATION: FIRE WALL : 1 HOUR, SYSTEM No. WW -S-1001 ROOF/CEILING CONSTRUCTION NONCOMBUSTIBLE COLUMNS NONCOMBUSTIBLE EXTERIOR BEARING WALL NONCOMBUSTIBLE TENANT SEPERATION WALL : 1 HOUR, UL DESIGN No. U465 LOCATION MAP: 25TH STREET D x 0 O 70 2 10 ops 17 BLVD 17 PROJECT NAME: SEMINOLE CENTER SANFORD CIT Y OF SANFORD), F LORIDA SOIL POISONING FOR TERMITE CONTROL: SEMINOLE CENTER RETAILS (ADDITION) COPYRIGHT:IIJ SHEET NO. SEMINOLE CENTRE AMERICANA BLVD. 1. GENERAL A-001 SANFORD, FLORIDA SCOPE: FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO A-100 A-101 CITY OF SANFORD CITY DEPARTMENT It A-102 1101 EAST FIRST STREET AS SPECIFIED HEREIN. A-301 SANFORD, FLORIDA 32771-1468 (407) 330-56-58 CONTRACTOR'S QUALIFICATIONS: APPLICATOR SHALL BE LICENSED IN THE A-401 ADOPTED CODES: - STATE WHERE THE PROJECT IS LOCATED AND SHALL BE NATIONALLY KNOWN A-601 BUILDING: FLORIDA BUILDING CODE - 2001 COMPANY. (W/ LOCAL ADOPTED AMENDMENTS) GUARANTEE: FIRE: FLORIDA FIRE PREVENTION CODE - 2001 A. TERMITE PROTECTION TREATMENT SHALL BE GUARANTEED FOR PERIOD OF P-101 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2001 FIVE YEARS AGAINST TERMITE INFESTATION, GUARANTEE SHALL MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 200 INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR TERMITE DAMAGE ELECTRICAL: NATIONAL ELECTRIC CODE (N.E.C.) 1999 PAID BY TERMITE COMPANY. (WITH ONE LOCAL UTILITY - RELATED B. AT THE OWNER'S OPTION, AT THE TERMINATION OF THE GUARANTEE, AMENDMENT) AND EXTENSION RENEWAL OF INSPECTION AND SERVICE TREATMENT FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2001 SHALL BE MADE AVAILABLE TO THE OWNER. ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 SURETY BOND: GUARANTEE SHALL BE INSURED BY A SURETY BOND MADE CHAPTER 11 - (FLORIDA ACCESSIBILITY OUT TO THE OWNER. LIABILITY UNDER THE BOND SHALL BE FOR UP TO CODE FOR BUILDING CONSTRUCTION) $75,000. ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 I 2.1 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY: I FOR BUILDING CONSTRUCTION) BUILDING DATA: BUILDING GROSS FLOOR AREA 3,487 SQUARE FEET TOTAL GROSS AREA 3,487 SQUARE FEET 11 BUILDING CLASSIFICATION: t OCCUPANCY : M (RETAIL), ONE STORY 28'-0" MAX HT. CONSTRUCTION TYPE : IV, UNPROTECTED, SPRINKLED 3. EXECUTION REQUIRED FIRE PROTECTION 3.1 FIRE WALL : 1 HOUR, SYSTEM No. WW -S-1001 ROOF/CEILING CONSTRUCTION NONCOMBUSTIBLE COLUMNS NONCOMBUSTIBLE EXTERIOR BEARING WALL NONCOMBUSTIBLE TENANT SEPERATION WALL : 1 HOUR, UL DESIGN No. U465 LOCATION MAP: 25TH STREET D x 0 O 70 2 10 ops 17 BLVD 17 PROJECT NAME: SEMINOLE CENTER SANFORD CIT Y OF SANFORD), F LORIDA SOIL POISONING FOR TERMITE CONTROL: COPYRIGHT:IIJ SHEET NO. DESCRIPTION ARCHrrECTURAL 1. GENERAL A-001 1.1 SCOPE: FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO A-100 A-101 ARCHITECTURAL SITE PLAN FLOOR FLOOR PLAN COMPLETE THE APPLICATION OF SOIL POISONING FOR THE TERMITE CONTROL A-102 REFLECTED CEILING VIAN AS SPECIFIED HEREIN. A-301 1.2 CONTRACTOR'S QUALIFICATIONS: APPLICATOR SHALL BE LICENSED IN THE A-401 ENLARGED TOILET ROOM AND DETAILS STATE WHERE THE PROJECT IS LOCATED AND SHALL BE NATIONALLY KNOWN A-601 DOOR, WINDOW AND FINISH SCHEDULE COMPANY. 1.3 GUARANTEE: PLUMBING A. TERMITE PROTECTION TREATMENT SHALL BE GUARANTEED FOR PERIOD OF P-101 PLUMBING FLOOR PLAN, SCHEDULE, NOTES & DETAILS FIVE YEARS AGAINST TERMITE INFESTATION, GUARANTEE SHALL INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR TERMITE DAMAGE PAID BY TERMITE COMPANY. B. AT THE OWNER'S OPTION, AT THE TERMINATION OF THE GUARANTEE, AND EXTENSION RENEWAL OF INSPECTION AND SERVICE TREATMENT SHALL BE MADE AVAILABLE TO THE OWNER. 1.4 SURETY BOND: GUARANTEE SHALL BE INSURED BY A SURETY BOND MADE OUT TO THE OWNER. LIABILITY UNDER THE BOND SHALL BE FOR UP TO $75,000. 2. PRODUCTS I 2.1 SOIL POISONS APPLIED TO THE DESIGNATED AREAS SHALL BE WATER BASED I EMULSIONS CONTAINING TOXICANTS IN EITHER OF THE TWO COMBINATIONS LISTED BELOW. EACH TOXICANT SHALL BE IN THE CONCENTRATION (BY WEIGHT). A. CHLORDANE (1.0%) AND DIELDRIN (0.5%) t B. CHLORDANE (1.0%) AND HEPTACHLOR (0.16%) 3. EXECUTION 3.1 RESTRICTIONS: DO NOT APPLY SOIL TREATMENT SOLUTION UNTIL EXCAVATING, FILLING AND AND GRADING OPERATIONS ARE COMPLETED, EXCEPT AS OTHERWISE REQUIRED IN CONSTRUCTION OPERATIONS. TO ENSURE PENETRATION, DO NOT APPLY SOIL TREATMENT TO EXCESSIVELY WETXK SOIL OR DURING INCLEMENT WEATHER. 3.2 SURFACE PREPARATION: REMOVE FOREIGN MATTER WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS TO BE TREATED. LOOSEN, RAKE, AND LEVEL SOIL TO BE TREATED, EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND FOUNDATIONS. TOXICANTS MAY APPLY BEFOPE PLACEMENT OF COMPACTED FILL UNDER SLABS, IF ACCEPTABLE TO THE ARCHITECT. 3.3 APPLICATION RATES: APPLY SOIL TREATMENT SOLUTION AS FOLLOW: WITHIN BUILDING AREA. WITH OR WITHOUT SLABS -ON -GRADE, AT THE RATE OF 1.5 GAL. PER 10 SQ. FT.' UNDER FOUNDATIONS AND FOOTINGS, INCLUDING HORIZONTAL AND VERTICAL ` SURFACES OF EXCAVATIONS, AT THE RATE OF 1 GAL. PER 10 SQ. FT. OUTSIDE BUILDING PERIMETER IN A STRIP AT LEAST 2' WIDE AND UNDER 1' PORCHES, AREAWAY, APRONS, WALKS, PADS, STAIR LANDINGS, OR PAVED EXTENSIONS, AT A RATE OF 1 GAL. PER 5 SO. FT. ALLOW NOT LESS THAN 12 HOURS FOR DRYING AFTER APPLICATION, BEFORE BEGINNING CONCRETE PLACEMENT OR OTHER CONSTRUCTION ACTIVITIES. 3.4 POST SIGNS IN THE AREAS OF APPLICATION WARNING WORKERS THAT SOIL POISONING HAS BEEN APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY OTHER CONSTRUCTION. 3.5 RE -APPLY SOIL TREATMENT SOLUTION TO AREAS DISTRIBUTED BY SUBSEQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. CODE EGRESS DATA: HOVER HOBBY TOTAL GROSS FLOOR AREA 3,487 / 30 SQ. FT. PER PERSON TOTAL EXIT WIDTH REQUIRED. (TOTAL OCCUPANT LOAD X 0.2 INCHES PER PERSON) TOTAL EXIT WIDTH PROVIDED = 3,487 SQ. FT. = 116 PEOPLE = 23.2 INCHES = 108 INCHES (2 -EXITS PROVIDED) ter{ 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. MECHANICAL, ELECTRICAL, AND PLUMBING 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. EACH GENERAL CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND PROVIDE AS REQUIRED. 10. 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. 11. FIRE PROTECTION: CONTRACTOR TO INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL SPACES TO ACCOMMODATE FLOOR PLAN. SPRINKLER SYSTEMS SHALL CONFORM TO ALL LOCAL AND NFPA CODES, SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY T`�E ^SSURANCE UNDERWRITER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OR HVAC WORK, BY CONTRACTOR. 12. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE DAILY. 13. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 14. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES & UTILITIES AS REQUIRED FOR THE COMPLETION OF THE PROJECT. 15. COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE AT ALL TIMES DURING DEMOLITION OR CONSTRUCTION. 'APR i5r2d04� i � �Ij� I"� R*� a �•p A �, Chiy�= R VIE' J• t Saafor Fide, �rpv Date:. fty Div. CONSTRUCTION DOCUMENT INDEX: COPYRIGHT:IIJ SHEET NO. DESCRIPTION ARCHrrECTURAL TENANT REVIEW FOR PERMIT OWNERS SUBMISSION COMMENT 0 REVISION 0 REVISION p REVISION 0 REVISION � I A-001 COVER SHEET 04-12-04 i A-100 A-101 ARCHITECTURAL SITE PLAN FLOOR FLOOR PLAN 04-12-04 04-12-04 A-102 REFLECTED CEILING VIAN 04-12-04 A-301 WALL SECTIONS & DETAILS O4-12-04 A-401 ENLARGED TOILET ROOM AND DETAILS D4-12-04 A-601 DOOR, WINDOW AND FINISH SCHEDULE 04-12-04 PLUMBING - P-101 PLUMBING FLOOR PLAN, SCHEDULE, NOTES & DETAILS _ 04-12-04 - - I I I I I . �ktldffi&'♦.�x'.. I- C. COPYRIGHT:IIJ 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. rf sir e; � h LL] � 4F Z � 4 0— ®O � U0� rLLI V Q LLl O i Q C/) i t- � f-�. � c.—� �, T-\ � n i #E fir_= � i 1 i : ; F-�> 4 - t^ 't � E 13:-3 '. t`"`- f�a i---. q`t'_} � t r— 1 F Ef -_. � ,�t'1� I �' � ��. i�i> 3 I €- .. ; f 1 7{--�� ! }i' S�i ( f� i - 1 i cJ .� ': € . f ! j} 1 j `'t t1 � � �F ° _�;3,P'�„»,. r• - r�`Z f 1 € : I'� R z t , 1, 1 jl��Ej S 00 IL f �: i _` E � ' i :..i - H i � U � m/ �..: � 7 t_�i-- t � i �'�� I..E J I�5 \�..1 � .__, .� L V � —.� .�� � fj --_..i u 1ev1 � 3 + ✓' ��._. �,r s,�+ - - s N- > s F I �D� < sv _z qj > b :t 4*1 y ;' waw �••.9 T � �•�' w i t �► , � : �� FM m, lu T] F 4A - - 1 ,.>�,F], I MiTI _Dz. € _4 E E� _ I i ff T� I €v ! rFT -P1 z U, TTF717 co --t�� 4, 1 1 f 3 € 11 LLI 1 �If 5 � .mss »_.- a ' ' �..-�, »», - 7 E _ I a x. 1 k E r f v; >vy € / v WF<� I � � ur , LV f- 4 E Sit LU ,,....m.,.........._..... - t � , E _ __._ ..sae., _ .�.._..... �.. _ �•--a —_ �n.�..910 ,F.,a::& .....�...,.�..,..y.�..am...• .. � � ........ i� EXISTING ACCESSIBLE �� € w 0 �� u. TO PUBLIC WAYS '`• E ,.,w._. _ �.�..w.^•.. {.,�..,s... ........W,_a�.,-.._.._...� Ai.....,,»,»,......w...,«...,,...m. v k py L ,�• cSu t 3. ., x.>� z.,, '4„ 3 � -S - I E 1 {;i� ...sx..<.�.•o �x>x�,.:ry.�..,.r.� � � � �.,..; �xs-...--.,,--.<� �� � � rR �..._,,� � t. �a ,� � �3`}i � � � ��; � ; z�T" � � L.1-3) � `<, � � } 5£ t >� ._.. �-r.;, $x. - ._ x?,+;?...., �-....-. _ - 3s.. -&: ""'" >� f --„• ,xi L. . • 'sem Ravra�.#:ss.s»k < -: _ _ EXISTING ACCESSIBLE r� t � � TO HANDICAP PARKIN _ n € ♦ ♦ >��.>.,.�.. r # •K.... ' ✓ �NIL— � f�.�3� I— - ____ 1?1�11 , I , , j -------------------- V EXIST RE ILS / EXISTING RETAIL € SPACE I EXISTING = € > _ RETAIL ; F - SPACE (- HOVER HOBBY o o E 3,487 SQ. r, FT. AREA OF WORK 'S•x, 5 € y° \ % r NA It 11 E `- fLL E�� E It ta � Ys....,�� m . _ •{ � rte`°"-�"' ♦ � � � � � � � � s 4 T r I J 4 -5�•r � � E;� E f 1 f 1, , 3 x t a f E:ti Ji' E t J 0 Z 1 E g E t } fie: i€ 4 - r�s�z ' � � " `::-s . a�ff� o'-..-Fss��,�....°.�.'r:Fsrss'ce•� y �� iE i zips : `�/��a• i A C, 1 co T LU in tit - MITI t @ 1 E [3 Kt �i i E E E E€ E E E€ € E E€€ E€€€ E€€€ E€ E E E f 3 E # E 1 E E 3 [ E E E I E E @ f € E € �""- "�� � �'�o„yr.>✓ � E E € E E E � E € E E € € € �E E E E E E E E E E E E € E E � .k-•'"� E ,f„ € ,,,, i, <,,,E, € E E E E -. E € E; �E E € € .y� E E € E !- . E `• E ,E E V V NOTE- THIS DRAWING IS FOR REFERRAL ONLY. ALL BUILDING ACCESSIBLE ACCESS TO RAMPS, r { PUBLIC WAYS, HANDICAP PARKING, GENERAL PARKING AND ROADWAYS ARE ALL EXISTING _12- 4 AND SHALL REMAIN. (1�ARCHITECTURAL�• SITE PLAN 2 •`� SCALE: 1" = 50'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERN: 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 instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain oil common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Z 0 LL] Z 0— ®O � U0� rLLI V Q LLl O i Q C/) LL � ~L1J p U w �- w Q F- 00 Q U Z 2i WCHAEL LYNN r REVIS10k 1 I 2 3 4 5 6 7 I PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML ^ETA -100/ II LL] Z rLLI V LLl O Z LL Z U) {V c CY) w 0 J 0zJ _ < a LL. Uj W LU �T- ® t0 Z U _ � Q = Q EL fn WCHAEL LYNN r REVIS10k 1 I 2 3 4 5 6 7 I PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML ^ETA -100/ II SCALE: 1/8" = 1'-0" r� Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT All reports, plans, specifications, computer files, field datc, notes and other documents are irstruments of service prepared by Cuhoci & Petersr,, Architects as irstruments of service remd�n the property of Cu^oci & Peterson, Archcects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved 611ts, including the copyrght thereto. Any use or reproduction of this document without written aermission from Cuhaci & Peterson is o viol&,ion of Federal copyright laws. z LEGEND OCCUPANT AREA LEGEND & CALCULATION SYMBOL LEGEND 1 17 — EXISTING CONCRETE MASONRY WALL MP CHECKED ML 2 EXISTING 1—HOUR FIRE RATED WALLS. 6" METAL z ,^0 1..{✓ _ STUDS ® 16" O.C. WITH 5/8" TYPE "X" GYPSUM HOVER HOBBY 0 ❑ — BOARD BOTH SIDES UP TO STRUCTURAL DECK ABOVE. 3.487 SQ.FT./30 SQ.FT. = 116 PEOPLE w FOR ALL DEMISING WALLS — UL NUMBER U465. SEE Jerre QQo I — — — — MAIN EGRESS PATH w WALL SECTION 1/A-301. 0 ryU)w SECONDARY EGRESS PATH OwQ U�(D LU Q z 3 EXISTING METAL STUDS ® 16 O.C. WITH 5/8" w � U L0 wI _ GYPSUM BOARD INTERIOR SIDE, 5/8" DENSGLASS U) ti GYPSUM BOARD WITH 1 1/2" E.I.F.S. ON EXTERIOR t=A 04 SIDE OVER 8" SPLIT FACE BASE BLOCK WALL. AREA 4 NEW 3 5 8" METAL STUDS @ 16" O.C. WITH 5 8" / / C) TOTAL SQUARE I` N0. OF FEET PEOPLE _ GYPSUM BOARD BOTH SIDES UP TO 6" ABOVE FINISH Oz 00 CEILING. PROVIDE WATER RESISTANCE GYPSUM < LL z BOARD ® ALL WET AREAS. SEE WALL SECTION 0 ❑ 0 J LLJw� z >0 2/A-301. 0 �0 LLI 0 5 NEW 3 5/8" METAL STUDS ® 16" O.C. WITH 5/8" O = m C/) _ GYPSUM BOARD BOTH SIDES UP TO 6" ABOVE FINISH GROSS TOTAL CEILING. PROVIDE WATER RESISTANCE GYPSUM BOARD @ ALL WET AREAS. SEE WALL SECTION SQUARE = 3,487 S0. FT. OCCUPANT = 116 PEOPLE 2/A-301. FEET LOAD Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT All reports, plans, specifications, computer files, field datc, notes and other documents are irstruments of service prepared by Cuhoci & Petersr,, Architects as irstruments of service remd�n the property of Cu^oci & Peterson, Archcects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved 611ts, including the copyrght thereto. Any use or reproduction of this document without written aermission from Cuhaci & Peterson is o viol&,ion of Federal copyright laws. z 204130 SCALE 0 LU 04-12-04 DRAWN" MP CHECKED ML z ,^0 1..{✓ LU 0 ❑ 1 ` O UryM w Q Jerre QQo I w v) 0 ryU)w OwQ U�(D LU Q z 0o w � U L0 wI -- MICHAEL LYNCH r 4" 2 I �� 3 4 1 5 I 6 I 7 PROJECT NO. 204130 SCALE AS SHOWN LU 04-12-04 DRAWN" MP CHECKED ML z LU U w I 0 z L0 wI U) ti t=A 04 C) in m°ry Oz 00 < LL z ry L.[.. 0 ❑ 0 J LLJw� z >0 0 �0 LLI 0 0 Z O = m C/) � � -- MICHAEL LYNCH r 4" 2 I �� 3 4 1 5 I 6 I 7 PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN" MP CHECKED ML SHEET A-1 01 EXISTING' /ADJACENT TENANT j 1'� 28'-0" EXIST. ..„.a. — _I I TICAL 42-4"—WoRx-... AREA AROUND NEW PARTITION TOILET AND STORAGE O I 0 4_ O i i - MEN'S WOMEN'S EXISTING ADJACENT11 TENANT o 0 .• • HATCHED CEILING AREA INDICATES THAT GEN. CONTRACTOR TO REMOVE EXISTING CEILING AND -. TO CREATE WORK AREA REQUIRED CONSTRUCT TOILETS AND STORAGE PARTITIONS. GEN. OR TO STORE CEILING TILES AND GRID AND PROTECTED FROM DAMAGE, FOR FUTURE USE. EXISTING EXTERIOR D••- RAIN HOOD TO PANELREMAIN EXISTING ELECTRIC IMIEWS fin MERE W 0 WOMEN'S � ■ -------- as"'ON•.'sWW1=■ IMMI (STING IACENT 'AIAKIT. 44'-0" EXIST. 0 rOA LEGEND EXISTING 2' x 4' PRISMATIC FLUORESCENT LAY -IN LIGHT FIXTURE TO REMAIN. RELOCATED 2' x 4' PRISMATIC FLUORESCENT LAY -IN LIGHT FIXTURE. EXISTING 2' x 4' PRISMATIC FLUORESCENT LAY -IN NIGHT LIGHT FIXTURE TO REMAIN. E NEW 2' x 4' PRISMATIC FLUORESCENT LAY -IN NIGHT LIGHT FIXTURE TO MATCH EXISTING. NEW EXISTING EXTERIOR HIGH HATS TO REMAIN. E =7 EXISTING LED EXIT SIGN/LIGHT TO REMAIN ®NEW NEW LED EXIT SIGN/LIGHTTO MATCH EXISTING. E EXISTING EMERGENCY LIGHT TO REMAIN. EXISTING 2'-0" x 4'-0" WHITE FIBERGLASS ACOUSTICAL CEILING TILE AND GRID SUSPENDED SYSTEM. EXISTING PLASLINE UPVC LINEAR CEILING SYSTEM TO REMAIN. E EXISTING EXTERIOR BUILDING LIGHT TO REMAIN. ®E EXISTING CEILING DIFFUSERS (SUPPLY AIR) TO REMAIN. �R RELOCATED CEILING DIFFUSERS (SUPPLY AIR). EXISTING CEILING GRILLE (RETURN AIR) TO REMAIN. ®NEW NEW CEILING TRANSFER GRILLE zN EW NEW CEILING TRANSFER GRILLE L - Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com © COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhoci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson sfiall 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 W I- I— 0 a_ w Quo U UryCY) >- Lu J Q ❑ J�� QQo wv)LL 10 �0w 0wf- U�� Z 4t 00Q U L5� W LYNCH 1 2 3 I 4 5 6 I 7 I PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN VP CHECKED ML SHEET A-1 02 W I— z w U w 10 zt W U CY) V �❑C)Z mo- m❑O __j Oz_ w U =QL ❑ ry � ❑ �- LU Wo� \ Z U w LLJ / O U O o z F -LL F- LLJ a Z CY) U) LYNCH 1 2 3 I 4 5 6 I 7 I PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN VP CHECKED ML SHEET A-1 02 f I I L—THERMAFIBER SAFING STRUCTURE ABOVE `f INSULATION CONTINUOUS 6" METAL UI_ DESIGN No.HW—S-0020 (BOTH SIDES) SEE REFLECTED CLG. PLAN TOP RUNNER ANCHORED q) rr0� —\ FOR CEILING HEIGHTS DRAWING 1/A-102 TO STRUCTURE ABOVE �I QQ0 `c0 W () _j LL 0� U) W OWE c 5 w z SEE REFLECTED CLO. PLAN FOR CEILING HEIGHTS Q !:q U 6" METAL STUDS i 6" OR 3 5/8" METAL STUDS DRAWING 1/A-102 24" O.C. (20 GAUGE) 24' O.C. (20 GAUGE) SEE FLOOR PLAN FOR WALL TYPE —ONE LAYER OF 5/8" ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD GYPSUM BOARD EA. EACH SIDE METAL STUDS SEE REFLECTED CLG. PLAN SIDE FOR CEILING HEIGHTS UL SYSTEM DRAWING 1/A-102 No. U465 i " TOILETS GENERAL SALES AREA" OR "STORAGE AREA' " RETAIL RETAIL " CONTINUOUS 6" METAL BOTTOM RUNNER ANCHORED TO CONCRETE FLOOR SLAB EXISTING CRETE FLOOR SLAB FINISH FLOOR EXISTING DEMISING PARTITION (1 HOUR RATED SCALE: 3/4" = 1'-0" CONTINUOUS 3 5/8" METAL BOTTOM RUNNER ANCHORED TO CONCRETE FLOOR SLAB EXISTING COCRETE FLOOR SLAB 0'— 0" FINISH FLOOR �2TYPICAL PARTITION (NOW RATED) ��j SCALE: 3/4" = 1'-0" rs R,'l S `�FiJS J �5 pf ��zf i AAA,', Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 RHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 000PYRIGHT �- At reports, plans, specifications, computer files, field data, ervice notes and other documents are instruments of sprepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Petersan shall retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use- or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. z O O a_ q) rr0� O [)� M �I QQ0 W () _j LL 0� U) W OWE c 5 w z 00 Q !:q U L0 r W z W U w U) z O ° z ~ LU W U) Q }-�< z C� ® 9U) m 'o � � 0 z 0 = J LL 06 � �❑ Iz oCO o 0 LU W Z O�Q �U~ Zc�cn z M04AEL LYNCH REVISION 1 2 I 3 4 5 I 6 I 7 PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML SHEEP A-301 ENLARGED RESTROOM PLAN SCALE: 1/2" = 1'-0" a G.C. TO PROVIDE SOLID BL OCKING 'MATER RESISTANT GYP. IN THE WALLS FOR GRAB BARS SUPPORT. ALL GRAB BARS MUST II AL TYPICALL WET AREAS SUSTAIN THE BENDING STRESS, AL PAINTED SHEAR STRESS, AND SHEAR FORCE OF 250 LBS POINT LOAD 3'-6" 1'-0" 1'-0" . 3'-6" �t A RESTROOM ELEVATION SCALE: 1/2))- = 1'-0" G.C. TO PROVIDE SOLID BLOCKING IN THE WALLS FOR GRAB BARS SUPPORT. ALL GRAB BARS MUST SUSTAIN THE BENDING STRESS, SHEAR STRESS, AND SHEAR FORCE OF 250 LBS POINT LOAD ESTROOM ELEVATION SCALE: 1/2" = 1'-0" WATER WATER RESISTANT GYP. RESISTANT GYP. SD. TYPICAL ® FBD. TYPICAL ALL WET AREAS ALL WET _AREAS PAINTED PAINTED \\\ 3'- 0" 6» 6" 31-0" A O DF r� L. — ---- ---J 2 — -- -- 2 C C Q 0 - - I 0 0 1 a r 4 WATER DRAIN 1 PIPES TO BE INSULATED RESTROOM ELEVATION SCALE: 1/2" = 1'-0" G.C. TO PROVIDE SOLID BLOCKING IN THE WALLS FOR GRAB BARS SUPPORT. ALL GRAB BARS MUST SUSTAIN THE BENDING STRESS, SHEAR STRESS, AND SHEAR FORCE OF 250 LBS POINT LOAD 1l L- WATER DRAIN J PIPES TO BE INSULATED RESTROOM ELEVATION SCALE: 1/2" = 1'-0" PLUMBING FIXTURES AND ACCESSORIES 0 WATER CLOSET: BARRIER FREE - AMERICAN STANDARD, CADET EL. N0. 2993.012 FLOOR MOUNTED, 16-1/2" HIGH, TANK TYPE, VITREOUS- CHII'lA, ELONGATED SIPHON ACTION BOWL, 2" BI I PASS TRAPWAl, Y, CLOSE COUPLED TANK, 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HIN(32E. 1/2" CW, 2" VENT, 4" SAN. RESTROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355.012 WHITE, WITH HERITAGE CENTERSET FAUCET 7516.172 Wllz4' WRIST HAIZLES, OR EQUAL. 3. NOT USED 4. NOT USED O NOT USED O DRINKING FOUNTAIN: HALSEY-TAYLOR BARRIER -FREE HAC8BLQ ELECTRIC WATER COOLER TWIN. INSTALLED 'del/ ORIFICE AT +34" (LOW) AND +41" (HIGH) OR AS REQUIRED TO MEET CODE. 7� NOT USED O UNLESS OTHERWISE HERWISE NOTED ALL TOILET ROOM ACCESSORIES ARE BY BOBRICK. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TOILET ACCESSORIES AS NOTED. A .SURFACE MOUNTED PAPER TIDWELL DISPENSER OSURFACE MOUNTED SOAP DISPENSER 0( --SURFACE MOUNTED TOILET TISSUE DISPENSER B-2893 OD NOT USED NOT USE D 0F MIRROR W/ S.S. FRAME, 18"X36" B-2908 G NOT USED 0-1 NOT USED 01 NOT USED ONOT USED 0- BOTTLED WATER - BY FUTURE TENANT M S.S. GRAB BARS WITH CONCEALED MOUNTING B-6206 TOILET ROOM NOTES 1. GRAB BARS TO BE 1 1/2" DIAMETER, 1 1/2" CLEAR FROM WALL, BOBRICK IT `B-6206. 2. ALL OPERABLE FIXTURE COMPONENTS OR LEVERS OF FIXTURES AND ACCESSORIES TO BE MOUNTED 40" MAXIMUM ABOVE FINISH FLOOR I WATER AND DRAIN PIPES UNDER LAVATORIES TO BE THERMALLY INSULATED 4. HANDICAP TOILET TO HAVE TOP OF SEAT BETWEEN 19" A.F.F. OR AS REQUIRED BY LOCAL CODES. 5• NOT USED 6. PROVIDE EXHAUST FAN AT RESTROOMS. 7. CAULK AROUND ALL MIRRORS AND ACCESSORIES. 8. CONTRACTOR MUST PROVIDE SOLID IN WALL BLOCKING FOR ALL TOILET ROOM ACCESSORIES AND PARTITIONS Cuhaci &Peterson I Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications. computer files, rield 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 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 ry Fig. 27 DATE 04-12-04 w MP Fig. 29 Fig. 31 Drinking Fountains and Water Coolers t� z Grab Bars at Water Closets Lavatory Clearances Fig 32 U0� Q Q 0 Clear Floor Space at Lavatories _.r NW L.L � LLJ ° W '`F w Z V 1 -1 48" min z Lu 4" ma K 36" min U)v, 17"-19" c X r E 75 54" min 0 a� E i F_ W ° ❑ � W J �f t N. IN O r----------------- tCLEAR --� 8" min l 6„ max oM L-------- - 0 Z 2' mtn 12" min 12" 42" min W J FLOOR O Q 7 ` LUJ 2 �L Co VJ CO W iSPACE i NOTE: EQUIPMENT PERMITTED �`_ IN SHADED AREA46 N U E (a) Spout Height and Knee Clearance (b) Clear Floor Space E 'E o E E I----t ------- ----------� 1 30" min 30" min NOT TO E EXCEED FOUNTAIN _ 48" r i i DEPTH r � 8" min 6" max min KNEE TOE CLEARANCE CLEARANCE iCo Co t t i t t L ----- J `------ (a) Back Wall (b) Side W a I I 17"min DEPTH (c) Free -Standing Fountain or Cooler (d) Built -In Fountain or Cooler Cuhaci &Peterson I Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications. computer files, rield 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 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 ry SCALE o_ DATE 04-12-04 w MP CHECKED ML 0 t� z Dab Q � U0� Q Q 0 J) LL_ NW L.L � LLJ ° W Q�n w Z V LLJ JL U REVISION 2 3 4 5 s I 7 PROJECT No. ry SCALE AS SHOWN DATE 04-12-04 w MP CHECKED ML z LU U W J o z Lu U)v, rrW 75 CN c� 0 ❑ F_ W ° ❑ � W J Oz o � �o °NO 0 Z > W J U O Q 7 ` LUJ 2 �L Co VJ CO W REVISION 2 3 4 5 s I 7 PROJECT No. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML SHEET A-401 DOOR SCHEDULE L.L SCALE HARDWARE NOTES LOCKSETS AND KEYING MP HARDWARE SCHEDULE ML DOOR TYPES O 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE. FINAL CORE PROCESS FOR LOCKSETS & KEYING: ®fes Q HARDWARE SET #1: W CO DOOR DOOR I FRAMEFIRE QQO HDWR. KEY LL ry RATING SET � TYPE REMARKS 2. PROVIDE DOOR SIGNAGE PER SCHEDULE AS MANUFACTURER BY "BEST 1. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE AND LOCKSETS, DETEXES, 1 1/2 PAIR BUTTS - FBB179 4 1/2" X 4 1/2" US26D STANLEY W/NON-REM. PINS C U L0 TYPE E MATERIAL FINISH SIZE MATERIAL FIN -ISH JAMB HEAD SILT r r W WI L0 U o n I I G, ALUMINUM ' Z-` ' ' >- Itz Q Q NOT MANUFACTURING SIGN SYSTEMS", HC 300 ADA SYSTEM. (800) 235 -BEST. AND ENTRANCE DOORS. O F� °6 1 EACH IOCKSET - SCHLAGE - 626 oQu o _ - CoQ LU USED o LL J LL �W / Z F, U A,T ,, ,^ „ ABJMEN T V c) 7 r O �- O LLI & WOMEN SIGNS: HC30OA; OTHER NAMES: HC300E BACKGROUND COLOR: BLACK 101 BORDER, LETTERING, AND BRAILLE: WHITE 949. 2. RE -KEYING IS THE RESPONSIBILITY FUTURE TENANT OF THE 1 EACH CLOSER - ICN 4040 US26D FINISH - MOUNTED AT INSIDE OF ROOM 1 EACH FLOOR STOP - 331 xESxRISER US26D QUALITY D nl nl I n i I dl n o C' n NOT - n �r ^� Iv IAGENT �'! I USED SIGNS SHALL BE MOUNTED WITH CENTERLINE 60" ABOVE FINISH FLOOR. 3 EACH SILENCERS - QUALITY #1337A GREY AP DEF... B RING 3. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT MENS & WOMENS TOILET SIGNS INSTALLED ON WALL ADJACENT ARDWARE SET #2 ( NOT I r MEETAd- LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. PREPARED BY A 1 2 PAIR BUTTS - FBB179 9 1/2" X 4 1/2" TO LATCH SIDE OF DOOR. _ USED LICENSED AND CERTIFIED CONSULTANT. 1 EA �i THRESHOLD ,- 3 EAC SILENCERS - QUALITY #1337A GREY r CHARACTERS SHALL BE 48" MIN. & 60" MAX. ABOVE FINISH AL ALL DOORS WITH GLAD WITHGL. 4 A HOLLOW METAL PAINTED 3'-Q" x 6'-8" HOLLOW METAL PAINTED 3 3 3 - I 1 - WINO '-REM. PINS BE 1RS TEMPER D 4. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR 1 EACH EXI DE/ICE - DETEX FLOOR. MEASURED FROM THE GLASS -CLEAR. AND FRAME TO BE SHOP PRIMED AND PAINTED. 1 EACH CLOS - LCN 4040-USR6D FINISH BASELINE OF CHARACTERS. 1 EACH PANIC - SUBMIT FOR APPROVAL 5. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. 1 SET WEATHERST SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. N EE NOTE: SUBMIT SHOP RAWING (FOR ALL A VE) 6. DOOR DETEX SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL 0 AP .0\ EGRESS CONTROL DEVICES LISTED IN LOCAL CODES. ED 7. SUBMIT DETAILED HARDWARE SCHEDULE HARDW E U41 2� ROOM MATERIAL LEGEND FOR ARCHITECT'S APPROVAL. 1 PR. HINGES - ARMALITE - K BRONZE ANODIZED FIN. - 2 EACH CLOSER - LCN 4040) TB W/HOLD-OPEN 8. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A. 101-5-2.1.5. BHMA693 (CLEAR ANODI ) F SH 9. ALL DOORS AND HARDWARE TO COMPLY WITH A.D.A. AND CODE OF 2 EACH MOUNTING BRAC S - LCN 040-18TJ - BHMA693 (CLEAR A DI ED) FINISH WALLS FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET. 2 EACH DOOR PULLS MANUF. STANDA - DK. BRZE. ANODIZ. o ,/ ROOM FLOOR RASE r CEILINGS r REMARKS 2 EACH DOOR PUS ' BAR - ARMALITE - C II CLEAR ANODI D N 0 RT�i SO UTN r BAST r U/QST 1 EACH CYLIND - SCHLAGE (7 -PIN) MORTISE TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED EXISTING 2' x 4' (NOTE: T REMAIN OPEN DURING STORE OPER ON) 1 NEW SALES AREA EXPOSED CONC. 4" VINYL PAINTED PAINTED PAINTED PAINTED ACCOUSTICAL TILE 11'-0" AFF CLG 2 EACH F OR STOP - 331 -ES QUALITY( - BLACK 2 SETS EATHERSTRIP O TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED EXISTING 2' x 4' NEW TOILET ROOMS EXPOSED CONC. 4" VINYL PAINTED PAINTED PAINTED I PAINTED ACCOUSTICAL TILE 9'-0" AFF CLG 1 EAC' THRESHOLD N E: SUBMIT SHOP DRAWING (FOR ALL ABOVE) TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED EXISTING 2' x 4' STORAGE AREA EXPOSED CONC. 4" VINYL PAINTED PAINTED PAINTED PAINTED ACCOUSTICAL TILE 11'-0" AFF CLG TO ARCHITECT FOR APPROVAL NOTE: GENERAL CONTRACTOR TO REMOVE EXISTING ACOUSTICAL CEILING AND GRID AT THE AREA REQUIRED FOR THE CONSTRUCTION OF TOILETS AND STORAGE AREA PARTITIONS. STORE CEILING TILES AND GRID IN THE SPACE AND PROTEC FROM DAMAGE OR THEFT. REINSTALL CEILING TILES AND GRID MATERIALS AFTER PARTITION AND REQUIRED WORK AT DOOR TYPES THE TOILETS AND STORAGE AREAS ARE DONE. E IN HOOD DETAIL DR ING 1/A-600 ON IS SHEET 4 /2" KAWNEER TRI -FAB 450 GYPSUM BOARD ON - - STOREFRONT SYSTEM. CONCRETE BLOC' � METAL_ STUDS CAST C C. 1n USEUmm1h'- E L METAL_ STUDS P.P.G. OR EQUA SJ `.. =• _ _ GA. ALV. METAL PER PLANS MODEL 72 NA ROW - _ DOOR AME FILLED WITH .ONCRETE W/ _ HOLLOW METAL M STYLE DOOR SEE I - MAS NRY ANCHOR 3 -co FRAME 18 GA. PAINT DOOR SCH ULE. N� PE, JAMB MIN.- - �\ T\ 18 GA. GALV. METAL — AULK CONT. PERM. DOOR 1-3 PAINT SEE/4" THICK, \ \ 18 GA. GALV. METAL DOOR SCHEDULE. 1 3/ DOOR 1-3/4" THICK, PAINT, SEE _ - - DOOR SCHEDULE. HEAD 1 B TYPE 1 / JAMB TYPE 2 HEAD / JAMB TYPE 3 18 GALV. METAL DOOR SYSTEM ALUMINUM / GLASS DOOR 1-3/4" THICK, 18 GA. GALV. METAL PAINT, EE DOOR 1-3/4" THICK, PROVIDE DOOR S EDULE. PAINT, SEE WEATHER SEAL R DOOR SCHEDULE. - - - - - FR - - SLAB MARBLE ALUM. HRESHOLD THRESHOLD REFER TO FIND SET IN ASTIC (TYP.) HANDICAP LOPE SCHf;DULE FOR OOR FINISH MATERIAL 1 /4 -/FOOT \ \ \ BEYON FINISH ACCESSIBLE �- I \ ` SCHEDUL FINISH � 2 2 AS Ld ,�- -L, SCHEDULED = YACOMPRESSIBLE Q�-1 '� _3/44'3/4 3/4'E I I EXIS EXTERIOR N PROVIDE Z_ HANDICAP I -/,- CO CRETE WALK FILLER BOARD APPROVED THRESHOLD & SEALANT RETURN CLOSED ENDS SILL TYPE 1 SILL TYPE 2 SILL TYPE 3 ' x i Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ©COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhcci & Peterson, Architects 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 Cuhaci & Peterson is a violation of Federal copyright laws. z L.L SCALE AS SHOWN DATE 04-12-04 _® MP CHECKED ML SHEET A-001 O M z [L ®fes Q W CO F_1 Q QQO W Cly LL ry � W 0 c) LL) Q w z a z00 Q C U L0 NCHAEL LYNCH t�\ti fr. REVISIO 1 2 3 4 5 6 7 PROJECT NO. L.L SCALE AS SHOWN DATE 04-12-04 W. MP CHECKED ML SHEET A-001 z W U W Cn ® W D z 0 r r W WI L0 U co >- Itz Q Q LL coo O F� °6 oQu o _ CoQ LU o LL J LL �W / Z F, U 0 T V c) 7 r O �- O LLI NCHAEL LYNCH t�\ti fr. REVISIO 1 2 3 4 5 6 7 PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML SHEET A-001 PLUMBING GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE STANDARD PLUMBING CODE. 2. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. 3. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. 4. ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT. 5. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. 6. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, UNLESS NOTED OTHERWISE. 7. VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT-OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. 8. MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE NOT SHOWN. 9. VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. 10. CUT AND PATCH CONCRETE AS REQUIRED. 11. ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. 12. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS, FROM THE NEAREST LAVATORY, AS SHOWN ON THE PLAN AND AS REQUIRED BY LOCAL CODE. PRIMERS SHALL BE LOCATED IN A SERVICABLE LOCATION AND INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 13. IT IS IN THE INTENT OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL FOR A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. 14. ALL WORK, BOTH MATERIAL AND INSTALLATION, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. PLUMBING FIXTURE SCHEDULE: P-1: WATER CLOSET, BARRIER FREE - AMERICAN STANDARD, CADET EL. NO. 2998.012 FLOOR MOUNTED, 16-1/2" HIGH, TANK TYPE, VITREOUS CHINA, ELONGATED SIPHON ACTION BOWL, 2" BALLPASS TRAPWAY, CLOSE COUPLED TANK, 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. 1/2" CW, 2" VENT, 4" SAN. P-2: LAVATORY - AMERICAN STANDARD LUCERNE NO. 0355.012, 20x18" VITREOUS CHINA, WALL HUNG, 4" CENTERS. PROVIDE FLOOR CARRIER WITH CONCEALED ARMS.DELTA NO. 501 CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. 1/2- CW, 2" VENT, 2" SAN. P-3: ELECTRIC WATER COOLER -TWO-LEVEL - ELKAY EZSTL-8-C, WALL MOUNT, FRONT PUSH BARS, STAINLESS STEEL BASINS. 1/5 HP, 8.0 GPH, 410 WATTS,3.7 FLA. MOUNT ONE AT 40-3/4" ORIFICE HEIGHT AND ONE AT 35-3/8" ORIFICE HEIGHT. CONNECT WATER SUPPLY AND WASTE LINES FROM FOUNTAIN UNIT TO COOLER UNIT. PROVIDE FLOOR CARRIERS, STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1/2" CW, 2" VENT, 2" SAN. HB: HOSE BIBB - WOODFORD MODEL 24P, TEE KEY, BRASS CONSTRUCTION, POLISHED CHROME PLATE WITH MODEL 34HF VACUUM BREAKER. 3/4" CW WCO: WALL CLEAN-OUT - ZURN, #Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. CLEANOUT AND ACCESS COVER. TOP OF COVER BRASS CLEANOUT PLUG TO BE FLUSH W/TOP OF W/COUNTERSUNK HEAD FLOOR � � FLOOR LINE � FINISHED GRADE I 8" �16" 1 / C.I. BEND -- SQUARE CONCRETE PAD BALANCE OF PIPING TROWEL SMOOTH AND EDGE SAME AS CLEANOUT 1/8- C.I. BEND TO GRADE C.I. WASTE LINE FLOOR CLEANOUT (FCO f LENGTH TO SUIT CLEANOUT NOT TO BE LOCATED / IN CARPETED AREA ---WASTE LINE 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE (COTG) CLEANOUT DETAILS NO SCALE CLEANOUT AND ACCESS GRADE COVER. TOP OF COVER LINE TO BE FLUSH WITH TOP OF GRADE i- -PL - ;} CLEANOUT ASSEMBLY ! 6" THICK CONCRETE T SAME SIZE AS SEWER w UP TO 8" DIA. LONG SWEEP 1/4 BEND OR COMBINATION SEWER MATERIAL "Y" AND 1/8 BEND (USE AND SIZE AS REDUCING TYPE WHERE SPECIFIED REQUIRED) \< ---�) DIRECTION OF ------ FLOW EXTERIOR CLEANOUT DETAIL NO SCALE PLUMBING LEGEND DESCRIPTION I ABBREV. T SYMBOL SANITARY PIPING SAN 3 -VENT PIPING V – — – COLD WATER PIPING CW – HOT WATER PIPING HW – – GATE VALVE GV cj� 000 CLEAN OUT CO AS SHOWN CLEAN OUT TO GRADE COTG DRAWN WALL CLEAN OUT WCO WCO11 FLOOR CLEAN OUT FCO FCO TYPICAL (TYP ) NEW CONNECTION TO EXISTING LLQ 0�Q U�< CAP CAP HOSE BIBB HB HB VENT THRU ROOF VTR TEE UP J TEE DOWN 90' UP 90' DOWN G �-- MAY EXTEND AS A r WASTE OR VENT WALLCOVER AND SCREW WALL TI PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 BEND `�- BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT DETAIL NO SCALE MATERIAL SPECIFICATIONS: 1. DOMESTIC HOT AND COLD WATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS. 2. SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, BELL AND SPIGOT BELOW FLOOR, NO HUB ABOVE FLOOR. 1-1/2" CW CONNECT TO EXISTING COLD WATEF STUB IN THE SPACE` (`�i `.PARTIAL FLOOR PLAN - PLUMBING SCALE: 1/2" = 1'-0" bN \ / \SAY) 4'' J / NI 3 \ i 111 SANITARY sR DIAGRANI SCALE: N.T.S. SCALE: N.T.S. /4" CW 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 Ail reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci !t Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, etatuatory and other reserved rightr, including the copyright Hereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a -violation of Federal copyright laws. z 1 I 0 2 3 4 5 Q 0 7 0- cj� 000 W co AS SHOWN DATE 0 DRAWN MP Q QQ0 co LL C/) LLQ 0�Q U�< W Q 00 Q Z_ Z S2 U Lo LYNCH I� _-- REVISION 1 I 2 3 4 5 Q 6 7 PROJECT NO. W SCALE AS SHOWN DATE 0 DRAWN MP 06 0 z LU J z W U 0 W z I LL! o z ® r o LLI W U U) N z Q �.. Q a. m00 �o� o 0Z0 0 z < LL r�0 z W w00 m W Z Q W J � co co LYNCH I� _-- REVISION 1 I 2 3 4 5 6 7 PROJECT NO. 204130 SCALE AS SHOWN DATE 04-12-04 DRAWN MP CHECKED ML SHEET P-1 0 1