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116 W 1 St - BC06-000561 (ORLANDO SENTINEL COMMUNICATIONS) (INTERIOR RENO) (A)PERMIT ADDRESS " f CONTRACTOR ADDRESS`, PHONE NUMBERS T PROPERTY ADDRESS .\ (�) Cl E . V PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # _ :� c� DATE PERMITT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE n c ;C,) rn INTERTECT INTE RTECT4 DESIGN GROUP, INC. IDG JOB# 03/005/2005 0 6 0 0 n 0off ma( 0 20a ale o���o I m (D)�� 114 I'Z . FIRST �)ST. SANFO LOCATION MAP INDEX OF DRAWINGS ARCHITECTURAL K-1 COVER SHEET ARCHITECTURAL D-1 DEMOLITION PLAN A-1 FLOOR PLAN A-2 REFLIECTED CEILING PLAN A-3 TELEPHONE/ELECTRICAL PLAN GORE SUWARY/8U I LD I N5 BUILDING IS SPRINKLERED CONSTRUCTION TYPE: IV UNPROTECTED OCCUPANCY CLASS: BUSINESS NUMBER OF STORIES: TWO STORY BUILDING. BUILDING HEIGHT: EXISTING SQUARE FOOTAGE: CONDITIONED: 4,365 UNCONDITIONED: N/A ESTIMATED COST OF CON5TRUCTION: T.B.D. * CODE REOUI I REMENTS: PER',t!',p,T, RLAN,`' az lE tU CITY uF 0AFORD OFFICE THE PROPOSED WORK DEPICTED ON THESE CONSTRUCTION PERMIT DRAWINGS, ARE IN GENERAL COMPLIANCE WITH THE ADOPTED CODES OF THE JURISDICTION OF AUTHORITY, INCLUDING: * 2004 FLORIDA BUILDING CODE * 2004 FLORIDA MECHANK:AL CODE * 2004 FLORIDA PLUMBING CODE * 2004 FLORIDA GAS CODE * 2004 FLORIDA ENEERGY EFFICIENCY CODE (CHAPTER 13 FBC) * 2004 FLORIDA FIRE PREVENTION CODE * 2004 NATIONAL ELECTRICAL CODE WIND SPEED DESIGN (IF REQUIRED) SHALL BE FOR 110 M.P.N. Architecture Interior Design REVIEWED By. Sanford Fire Prev Div. 7059 University Boulevard, Winter Parr, FI 32792 407 677 1920 License No. AA 0002009 L_ L--,, / L_ LL-- INTERTECT DESIGN GROUP, INC. 7059 University Blvd. Winter Park FI 32792 http://www.idgcom.com (407) 677-1920 AA C002009 I.n I i cs� c-� r 0 Fred M. hrey Registered t Florida Reg. No. 4374 O�cc Oo cc C\2 ❑a � C\2 O cc C\2 CO c[S c0 O C\2 �C - o O O o-4 o ao �J .n C O N Z Q LIJ . Q v! z0 LImU)L VJ LLQ� O C) < .O ZJ�L..L W QO J � �Z W Q O= C/) 0 o 0 z a*� Q Cv � o Q � -0z c 3 Q a U � -o V1 v VJ p N O p CL Q C)(y)o 0- 6 II 0 Z I L. F —� A Dcrna lition Plan D ®I SCALE: 1/8" =1"-0" DO NOT MOVE ANY LOAD BEARINO WALL5 WITHOUT FIR5T NOTIF11'INO THE ARCHITECT AND OBTAININO WRITTEN APPROVAL BEFORE DOINO WORK. LEOEND DENOTES EXISTING WALL PARTITION TO BE REMOVED. PATCH AND REPAIR ADJACENT REMAINING WALL SURFACES SMOOTHLY. MATCH EXISTING FINISHES UNLESS OTHERWISE NOTED. _ DENOTES EXISTING CONSTRUCTION TO BE REMOVED. F FIELD VERIFY ITEMS TO BE SAVED FOR REUSE AND RELOCATION. COORDINATE WITH BUILDING MANAGEMENT. DENOTES EXISTING OR BASE BUILDING PARTITION TO REMAIN. VERIFY EXISTING CONDITIONS IN FIELD. L. — OHANOE5 IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 (SEE FIGURES 7(c) AND 7(d)). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BE MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMP REQUIREMENTS FOR THE DISABLED. 2 E 16. -T(d) PERM I T5/EEE S/ 1 N5PEOT I ON5 : THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK- AND ORKAND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. 3 DEMOLITION NOTES * IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR, THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR TO RECEIVE NEW FLOOR FINISHES. PATCH SMOOTHLY. * THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO: WINDOWS, FLOOR AND CEILING TILE, TOILETS, DOORS, FRAMES, ELECTRICAL EQUIPMENT AND HVAC EQUIPMENT. * THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE AREA OF WORK AS REQUIRED. * THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS INDICATED ON DESIGNER'S DRAWINGS. * COORDINATE WITH OTHER DRAWINGS FOR INFORMATION CONCERNING WORK TO EXISTING SUSPENDED CEILING SYSTEM, ELECTRICAL AND TELEPHONE OUTLETS. * SINCE IT IS IMPOSSIBLE TO INDICATE ON DRAWINGS ALL THE EXISTING WORK THAT IS TO BE REMOVED BY DOTTED LINES AND NOTES, THE CONTRACTOR IS ADVISED TO BECOME ACQUAINTED WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR AT THE EXISTING BUILDING. THE DRAWINGS AND NOTES COVER WORK THAT IS REQUIRED, IT IS THEREFORE ASSUMED THAT WHEN NEW WORK IS INDICATED, THAT ALL SUCH EXISTING WORK SHALL BE REMOVED, UNLESS NOTED AS EXISTING TO REMAIN. VERIFY ALL SUCH CONDITIONS AT JOB SITE. * THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER ON ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION OF THE WORK INDICATED BY THE DRAWINGS. * THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL GOVERNING CODES AND REGULATIONS. ISOMETRIC DETAIL- EXIST. HALL/FLOOR INT. GENERAL CONTRACTOR SHALL REMOVE VINYL BASE FROM EXISTING WALLS TO REMAIN AND SCHEDULED TO RECEIVE NEW BASE. FLOORING CONTRACTOR SHALL INSPECT AND APPROVE SUBSTRATE PRIOR TO INSTALLING NEW HIGH BASE. CONTRACTOR SHALL FLOOR SLAB THROUGHOUT ALL NEW FLOORING PER TIONS. CONTRACTOR SHALL 'KS, GOUGES AND IMPERFECTIONS IN WALLBOARD SUBSTRATE > SMOOTH ALL IMPERFECTIONS. CONTRACTOR SHALL FLOORING & ADHESIVE _0025 SCHEDULED TO NEW FLOORING. � I sorr�etr iO Deta i I @ Existinq wolf/ l� floor intersection 4 * ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURN TO THE BUILDING MANAGEMENT. COORDINATE IN FIELD. * THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION (NOT BEING REUSED) INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/ TELEPHONE EQUIPMENT NOT BEING REUSED. * THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/ TELEPHONE ITEMS AND ALL OTHER PROJECTED ITEMS WHICH ARE BEING ABANDONED. * UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT "BROOM CLEAN". * EXISTING DOOR AND FRAME MAY BE REUSED AT APPROPRIATE LOCATIONS WITH BUILDING OWNER (REPRESENTATIVE) APPROVAL. CONTRACTOR TO CONFIRM CONDITION OF DOOR AND BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM REMOVAL, TEMPORARY STORAGE AND REINSTALLATION, REFINISH AS REQUIRED. INFILL OPENING, IF REQUIRED WITH MATERIAL SIMILAR TO ADJACENT WALL CONSTRUCTION. * CUT OPENINGS IN EXISTING WALL, SIZE AS REQUIRED FOR NEW OR RELOCATED DOOR AS REQUIRED. FRAME OPENING AS REQUIRED TO RE:CE:Iva NE: W DOOR F-R.Ama, TRIM, ETC. * CONTRACTOR TO BE RESPONSIBLE FOR ALL SHORING, BRACING, RESUPPORT, ETC. OF ALL CONSTRUCTION COMPONENTS TO BE REMOVED OR TO REMAIN DURING THE DEMOLITION PROCESS. DO NOT REMOVE ANY LOAD BEARING WALLS OR SUPPORTS WITHOUT FIRST. NOTIFYING ARCHITECT/ENGINEER & OBTAINING APPROVAL TO DO SO. O ENERbrL PLAN5 REVIEW $ OOORD I NATI ON N07E5 • HAND I OAPPED ,400E551 E3I L I TY: IT IS THE INTENT THAT ALL WORK SHALL CONFORM WITH THE LOCAL AND STATE ACCESSIBILITY REQUIREMENTS HAVING JURISDICTION. • AMERI OAN5 Vel I TH D 15AE31 L I T I ES AOT: WHILE ARCHITECT /DESIGNER HAS TAKEN MUCH CARE AND IMPOSED PROCEDURAL STANDARDS WITH THE INTENT OF ADA COMPLIANCE (LATEST EDITION) THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED OF SAID COMPLIANCE AND THE ARCHITECT/DESIGNER, STAFF AND/OR RETAINED CONSULTANTS ASSUME NO LEGAL RESPONSIBILITY FOR THE ACCURACY OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, NEITHER IS LIABILITY ASSUMED FOR THE OUTCOME OF DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. • LLEOTRIOAL AND MEOHANIOAL ENOINEERINO: ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS ARE SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ DESIGNER"S WORK. ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS SHALL BE PROVIDED BY OTHERS AND SUBMITTED TO THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. • FIRE FROTEOTICN: INFORMATION THAT MIGHT BE CONTAINED WITHIN THESE DRAWINGS PERTAINING TO FIRE PROTECTION, SPRINKLERS AND/OR ALARM DEVICES (IF APPLICABLE) ARE SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ DESIGNER'S WORK. THESE ARE NOT ENGINEERING DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS THAT ARE REQUIRED SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR. (SIGNED AND SEALED BY A STATE REGISTERED ENGINEER). SUBMIT COPIES TO OWNER FOR REVIEW AND ACCEPTANCE. (IN ADDITION TO THE LOCAL BUILDING AND FIRE DEPARTMENT PLANS REVIEW OFFICE. • EXISTINO OONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING. • AIR OUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO THE INDOOR AIR QUALITY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION (I.E. NO HEAVY BODY V005). CD CD «i t— Fred M. HOrnphtey" b Registered Architect Florida Reg. L. F —� A Dcrna lition Plan D ®I SCALE: 1/8" =1"-0" DO NOT MOVE ANY LOAD BEARINO WALL5 WITHOUT FIR5T NOTIF11'INO THE ARCHITECT AND OBTAININO WRITTEN APPROVAL BEFORE DOINO WORK. LEOEND DENOTES EXISTING WALL PARTITION TO BE REMOVED. PATCH AND REPAIR ADJACENT REMAINING WALL SURFACES SMOOTHLY. MATCH EXISTING FINISHES UNLESS OTHERWISE NOTED. _ DENOTES EXISTING CONSTRUCTION TO BE REMOVED. F FIELD VERIFY ITEMS TO BE SAVED FOR REUSE AND RELOCATION. COORDINATE WITH BUILDING MANAGEMENT. DENOTES EXISTING OR BASE BUILDING PARTITION TO REMAIN. VERIFY EXISTING CONDITIONS IN FIELD. L. — OHANOE5 IN LEVEL CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 (SEE FIGURES 7(c) AND 7(d)). CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BE MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMP REQUIREMENTS FOR THE DISABLED. 2 E 16. -T(d) PERM I T5/EEE S/ 1 N5PEOT I ON5 : THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK- AND ORKAND THE OCCUPANCY OF THE AREA OF WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. 3 DEMOLITION NOTES * IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR, THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR TO RECEIVE NEW FLOOR FINISHES. PATCH SMOOTHLY. * THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO: WINDOWS, FLOOR AND CEILING TILE, TOILETS, DOORS, FRAMES, ELECTRICAL EQUIPMENT AND HVAC EQUIPMENT. * THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE AREA OF WORK AS REQUIRED. * THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS INDICATED ON DESIGNER'S DRAWINGS. * COORDINATE WITH OTHER DRAWINGS FOR INFORMATION CONCERNING WORK TO EXISTING SUSPENDED CEILING SYSTEM, ELECTRICAL AND TELEPHONE OUTLETS. * SINCE IT IS IMPOSSIBLE TO INDICATE ON DRAWINGS ALL THE EXISTING WORK THAT IS TO BE REMOVED BY DOTTED LINES AND NOTES, THE CONTRACTOR IS ADVISED TO BECOME ACQUAINTED WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR AT THE EXISTING BUILDING. THE DRAWINGS AND NOTES COVER WORK THAT IS REQUIRED, IT IS THEREFORE ASSUMED THAT WHEN NEW WORK IS INDICATED, THAT ALL SUCH EXISTING WORK SHALL BE REMOVED, UNLESS NOTED AS EXISTING TO REMAIN. VERIFY ALL SUCH CONDITIONS AT JOB SITE. * THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER ON ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION OF THE WORK INDICATED BY THE DRAWINGS. * THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL GOVERNING CODES AND REGULATIONS. ISOMETRIC DETAIL- EXIST. HALL/FLOOR INT. GENERAL CONTRACTOR SHALL REMOVE VINYL BASE FROM EXISTING WALLS TO REMAIN AND SCHEDULED TO RECEIVE NEW BASE. FLOORING CONTRACTOR SHALL INSPECT AND APPROVE SUBSTRATE PRIOR TO INSTALLING NEW HIGH BASE. CONTRACTOR SHALL FLOOR SLAB THROUGHOUT ALL NEW FLOORING PER TIONS. CONTRACTOR SHALL 'KS, GOUGES AND IMPERFECTIONS IN WALLBOARD SUBSTRATE > SMOOTH ALL IMPERFECTIONS. CONTRACTOR SHALL FLOORING & ADHESIVE _0025 SCHEDULED TO NEW FLOORING. � I sorr�etr iO Deta i I @ Existinq wolf/ l� floor intersection 4 * ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURN TO THE BUILDING MANAGEMENT. COORDINATE IN FIELD. * THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION (NOT BEING REUSED) INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/ TELEPHONE EQUIPMENT NOT BEING REUSED. * THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/ TELEPHONE ITEMS AND ALL OTHER PROJECTED ITEMS WHICH ARE BEING ABANDONED. * UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARE LEFT "BROOM CLEAN". * EXISTING DOOR AND FRAME MAY BE REUSED AT APPROPRIATE LOCATIONS WITH BUILDING OWNER (REPRESENTATIVE) APPROVAL. CONTRACTOR TO CONFIRM CONDITION OF DOOR AND BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM REMOVAL, TEMPORARY STORAGE AND REINSTALLATION, REFINISH AS REQUIRED. INFILL OPENING, IF REQUIRED WITH MATERIAL SIMILAR TO ADJACENT WALL CONSTRUCTION. * CUT OPENINGS IN EXISTING WALL, SIZE AS REQUIRED FOR NEW OR RELOCATED DOOR AS REQUIRED. FRAME OPENING AS REQUIRED TO RE:CE:Iva NE: W DOOR F-R.Ama, TRIM, ETC. * CONTRACTOR TO BE RESPONSIBLE FOR ALL SHORING, BRACING, RESUPPORT, ETC. OF ALL CONSTRUCTION COMPONENTS TO BE REMOVED OR TO REMAIN DURING THE DEMOLITION PROCESS. DO NOT REMOVE ANY LOAD BEARING WALLS OR SUPPORTS WITHOUT FIRST. NOTIFYING ARCHITECT/ENGINEER & OBTAINING APPROVAL TO DO SO. O ENERbrL PLAN5 REVIEW $ OOORD I NATI ON N07E5 • HAND I OAPPED ,400E551 E3I L I TY: IT IS THE INTENT THAT ALL WORK SHALL CONFORM WITH THE LOCAL AND STATE ACCESSIBILITY REQUIREMENTS HAVING JURISDICTION. • AMERI OAN5 Vel I TH D 15AE31 L I T I ES AOT: WHILE ARCHITECT /DESIGNER HAS TAKEN MUCH CARE AND IMPOSED PROCEDURAL STANDARDS WITH THE INTENT OF ADA COMPLIANCE (LATEST EDITION) THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED OF SAID COMPLIANCE AND THE ARCHITECT/DESIGNER, STAFF AND/OR RETAINED CONSULTANTS ASSUME NO LEGAL RESPONSIBILITY FOR THE ACCURACY OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, NEITHER IS LIABILITY ASSUMED FOR THE OUTCOME OF DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. • LLEOTRIOAL AND MEOHANIOAL ENOINEERINO: ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS ARE SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ DESIGNER"S WORK. ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS SHALL BE PROVIDED BY OTHERS AND SUBMITTED TO THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. • FIRE FROTEOTICN: INFORMATION THAT MIGHT BE CONTAINED WITHIN THESE DRAWINGS PERTAINING TO FIRE PROTECTION, SPRINKLERS AND/OR ALARM DEVICES (IF APPLICABLE) ARE SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ DESIGNER'S WORK. THESE ARE NOT ENGINEERING DRAWINGS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS THAT ARE REQUIRED SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR. (SIGNED AND SEALED BY A STATE REGISTERED ENGINEER). SUBMIT COPIES TO OWNER FOR REVIEW AND ACCEPTANCE. (IN ADDITION TO THE LOCAL BUILDING AND FIRE DEPARTMENT PLANS REVIEW OFFICE. • EXISTINO OONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING. • AIR OUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO THE INDOOR AIR QUALITY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION (I.E. NO HEAVY BODY V005). CD CD «i t— Fred M. HOrnphtey" Registered Architect Florida Reg. No. 4374 O Q) Z Cv CID U O U � 012 �� CD O Q Q Z cc CrJ OL � N c� � Q x v CL 00 O O C\2 —i � x 1fl O •- a O O � ............ 0 O Q) Z Cv U O U � Q Q Z � OL � N � Q x v CL O o � 1fl O •- O � 0 > O QOL O Q. � O �IIO (D) x b I I I I I Registered Architect L. J ---------------- ------------ ----- Floor Flan v. I SCALE: 1/8" =1"-0" LEGEND DENOTES EXISTING OR BASE BUILDING PARTITION TO REMAIN. VERIFY EXISTING CONDITIONS IN FIELD. 2 DENOTES NEW NON—FIRE RATED DRYWALL PARTITION: A— I METAL STUDS AT 24" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. REFER TO INDICATED DETAIL. 3 A— I DENOTES NEW LOW HEIGHT DRYWALL PARTITION: METAL STUDS AT 16" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE TO 42" ABOVE FINISHED FLOOR (COORDINATE EXACT HT. WITH TENANT), REFER TO INDICATED DETAIL. DENOTES ROOM, SPACE, OR AREA NUMBER. DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN, REFER TO DOOR SCHEDULE SHEET A-1. FLOOR PLAN UNREPERENOED NOTE5 * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. * ALL METAL STUDS SHALL BE 3.5/8", INCREASE GAUGE PER MANUFACTURERS LIMITING HEIGHT GUIDELINES. * GYPSUM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. * THE TENANT'S FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON—SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSIONS TO INSURE PROPER CLEARANCE FOR TENANT "S FURNITURE/EQUIPMENT INSTALLATION. * ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. * IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. 2 NALL 5EOTION FINISHED) HT. AS NOTED_ (SEE LEGEND) PROVIDE NAILER IF REQUIRED TO SECURE DECORATIVE MOTIF (SIMILAR AT BASE) COORDINATE IN FIELD. NOTE: COORDINATE WALL TERMINATION AT TOP/ENDS W/OTHER DESIGN DETAILS. f IETAL STUDS AT 16" O.C., MAX. W/ ONE (1) LAYER GYP, BD. AS SPECIFIED FROM FLOOR SLAB. +T:l NOTE: METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. STEEL KNEE BRACE (24" LONG FOOT x 36" HT. x 1/4" THK.) AS REQUIRED AT FREE STANDING ENDS. COORDINATE LOCATIONS OF USE IN FIELD. CONTINUOUS METAL STUD RUNNER, ANCHOR TO PROVISIONS FOR BARRIER FREE DOOR(5) PULL SIDE PUSH SIDE 18 mn. s E 24 preferred a NOTE: x 7AC�A�R THE DOR HAS BOTAN A LATCH. (A) FRONT APPROACHES }�} — 51 I 4 min. PULL SIDE PUSH SIDE }1 T T 4. NOTE: x = 36 IN MINIMUM IF y = 60 IN x = 42 IN MINIMUM IF y = 54 IN. (B) HINGE SIDE APPROACHES PULL SIDE 24 mN. x E T NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER. (C) LATCH SIDE APPROACHES DetG I I NOTE: y = 8 IN MII IF DOOR HAS BOTH A LAT AND A CLOSER. PUSH SIDE 24 min x > E C- wo NOTE: y = 45 IN IN. IF HE DOOR HAS A CLOSER. NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. DOOR AND HARDNARE NOTE5 * ALL DOORS AND FRAMES SHALL BE BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * ALL HARDWARE SHALL BE LEVER ACTION; BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * PROVIDE BUILDING STANDARD DOOR STOPS, HINGES AND SILENCERS AT ALL DOORS. * COORDINATE ALL DOOR HEIGHTS WITH BUILDING MANAGEMENT PRIOR TO PRICING/FABRICATION. DOOR HEIGHTS NOTED ARE SUBJECT TO BUILDING MANAGEMENT COORDINATION AND AVAILABLE BUILDING DOOR STOCKS. ALL DOORS, FRAMES, AND HARDWARE SHALL BE REUSED WHEN IN CONFORMANCE WITH DOOR SCHEDULE AND IN GOOD OPERATING CONDITION AND APPEARANCE. THE G.C. SHALL NOTIFY THE DESIGNER OF ALL VARIATIONS OF/FROM INFORMATION CONTAINED WITHIN DRAWINGS PRIOR TO THE WORK OR PLACING ORDERS. NON—RATED INTERIOR SWINGING DOORS SHALL BE PUSHED OR PULLED OPEN BY A FORCE OF NOT MORE THAN 5 Ibf (22.2N). 5EGTION ® INTERIOR 6LAZIN6 (H.M.) HOLLOW METAL FRAME (PROFILE DIMENSIONS TO MATCH BLDG STD.) MINI—BLINDS BY TENANT, NOT IN CONTRACT. APPLIED STOP AT OFFICE SIDE WALL CONSTRUCTION PER PLAN 7"-0" A.F.F. head .. METAL STUDS AND JAMB ANCHORS AS REQUIRED CLEAR 1/4" TEMPERED GLASS CONTINUOUS CAULKING - BEAD TYPICAL �- Section A-1 N.T.S. 3,-0" 4 jamb 3"-0" A.F.F. Al WALL CONSTRUCTION PER PLAN VERIFY THICKNESS, TYPICAL. DOOR AND HARDNARE 50HEDULE Door Types: 3"-0" WIDE X T-0" HIGH X 1.3/4" THK. SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME. Hardware Types: 0 BUILDING STANDARD PASSAGE SET. b� BUILDING STANDARD LOCKSET; OVERHEAD CLOSER. F BUILDING STANDARD LOCKSET. Notes: * ALL DOORS NOT REFERENCED TO THIS DOOR SCHEDULE ARE EXISTING TO REMAIN. * ALL DOORS (NEW, EXISTING TO REMAIN AND EXISTING RELOCATED) ARE MINIMUM 3"-0" WIDE UNLESS NOTED OTHERWISE. * ALL DOORS TO COMPLY WITH "PROVISIONS FOR BARRIER FREE DOORS", THIS SHEET. * VERIFY CONDITIONS AND REUSE EX15ITNG DOORS WHEN AT ALL POSSIBLE. HALL 5EOTION \ "ZIP—STRIP" (L—BEAD) TAPE & SPACKLE SMOOTHLY SCREW ATTACH CONTINUOUS METAL STUD RUNNER TO Cl -G. SPLINES AT 4"0" O.C. MAX. detail at termination FINISHED CEILING i - HT. AS NOTED REFER TO DETAIL SHOWN ABOVE FOR TERMINATION METAL STUDS AT 24" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED, FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. NOTE METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. CONTINUOUS METAL STUD RUNNER, ANCHOR TO SLAB WITH POWDER DRIVEN FASTENERS AT 24" O.C. 2 Nall Section 5 INTERTECT DESIGN GROUP, INC. 7059 University Blvd. Winter Park FI 32792 http://www.idgcom.com (407) 677-1920 AA 0002009 C,J as C_*) C5 Fred MvN1jm hr' y/ Registered Architect Florida Reg. No. 4374 0 OcW�My�CQ✓ O 0 z ❑0 CQ O Q o3 M CQ ❑o c� � CO O -n z C\\2 — Q � � Q) 0 0 Q 0 ao � 0 0 0 z N N N Q � o -n z Q � � Q) Q 0 o _. ,. o � � o LL o ° Q 1 rL C; � o, II Li a q b 4 L_ L _ L - - - - - - - - - - - - - - - - - - - - - -) I- - - - - - - - - - - - - - - - -) I i I A Eloctrical Plan A-5 SCALE: 1/8" ==I' -O` ELEOTRIOAL/TELEPHONE PLAN LEGEND o THE SUBSCRIPT "E" DENOTES EXISTING ITEM TO No. 4374 REMAIN FOR REUSE. FIELD VERIFY CONDITION AND E TAKE CORRECTIVE ACTION AS REQUIRED TO INSURE N PROPER OPERATION. THE SUBSCRIPT IN,, DENOTES NEW ITEM TO MATCH CJ) Q (1) N EXISTING, COORDINATE NEW ITEM SELECTION WITH N BUILDING MANAGEMENT. DENOTES DUPLEX ELECTRICAL CONVENIENCE OUTLET, WALL MOUNTED. � DENOTES DUPLEX ELECTRICAL CONVENIENCE OUTLET c ON GROUND FAULT INTERRUPT CIRCUIT, WALL MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. v DENOTES WALL MOUNTED TELEPHONE OUTLET. W DENOTES WALL MOUNTED DATA (SIGNAL) OUTLET. VJ DENOTES COMBINATION WALL MOUNTED TELEPHONE o OUTLET AND WALL MOUNTED DATA (SIGNAL) OUTLET CrD IN COMMON JUNCTION BOX. ❑ C1 DENOTES ELECTRICAL PANEL. ® DENOTES POWER POLE. � ELECTRICAL SHOWN FOR ARGHITEGTURAL REFERENCE ONLY. SFE SEPERATE ELECTRICAL DRAWINGS BY OTI�f�RS. ELEGTRI GAL/TELEPHONE UNREFERENCED PLAN NOTES * ALL OUTLETS SHALL BE WALL MOUNTED AT 16" ABOVE FINISH FLOOR (A.F.F.) UNLESS OTHERWISE NOTED. REFER TO "TYPICAL OUTLET MOUNTING HEIGHTS", SHEET A-3. THE GENERAL CONTRACTOR SHALL PROVIDE 3/4" EMT STUB -UPS AT ALL TELEPHONE AND DATA OUTLETS LOCATED IN NEW AND EXISTING PARTITIONS AS REQUIRED. * THE TENANT SHALL BE RESPONSIBLE FOR ALL TELEPHONE EQUIPMENT PURCHASES AND INSTALLATION. * PROVIDE ALL NEW WORK INDICATED, SPECIFIED OR REQUIRED TO PRODUCE FINISH, OPERABLE, LEGAL ELECTRICAL SYSTEM CONFORMING TO THE BEST STANDARD OF WORKMANSHIP. * ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC AND LOCAL ORDINANCES HAVING JURISDICTION. * PROVIDE AND INSTALL CONDUITS, PULL WIRES, BOXES, COVER PLATES AND DEVICES, ETC., FOR ALL OUTLETS AS INDICATED. CUTTING OF FLOORS, WALL, PARTITIONS, ETC., TO FACILITATE PROPER AND CONVENIENT INSTALLATION IN AN APPROVED LOCATION AND BY APPROVED METHOD. * MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS, AND SHALL MEET REQUIREMENTS OF NEC, NEMA, AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF NEC. * CONDUIT, EXCEPT IN UNFINISHED AREAS, SHALL BE RUN SO AS TO CONE BELOW FINISHED FLOORS AND CONCEALED IN WALLS OR CEILINGS AND RUN TO CLEAR ALL OPENINGS IN FLOORS AND AIR CONDITIONING DUCTS, ETC. * ALL SWITCH RECEPTACLES AND SWITCH COVER PLATES, AND OUTLET RECEPTACLES AND OUTLET COVER PLATES TO BE BUILDING STANDARD FINISH UNLESS OTHERWISE SPECIFIED. * CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING AS REQUIRED FOR HIS WORK. * ANY PIPE OR CONDUIT PENETRATION THROUGH RATED WALL OR RATED FLOOR ASSEMBLY SHALL COMPLY WITH UL FIRE STOPPING SYSTEMS) AS APPLICABLE. REFER TO UL SYSTEM WL -1001 SHEET A-3. 2 NOTE: * VERIFY LOCATION HEIGHT AND OPERABILITY OF ALL OUTLETS SHOWN AS EXISTING. * PROVIDE ALTERNATE PRICE AS REQUIRED TO PROVIDE AS NEW. * VERIFY CIRCUIT AVAILABILITY IN FIELD PRIOR TO SUBMISSION OF ANY BID OR COST ESTIMATES.. * COORDINATE ALLOCATION OIF EXISTING PALLS OR NEW WITH OWNER. ELEGTRIGAL DESIGN: DOCUMENTS ILLUSTRATING THE DESIGN AND LAYOUT OF MODIFICATIONS TO THE BASE BUILDING AND/OR EXISTING ELECTRICAL SYSTEM(S) AND ALL NEW ELECTRICAL S'fSTEM(S) CONSTRUCTION SHALL BE; * PROVIDED BY THE GENERAL CONTRACTOR AND SUBMITTED TO THE BUILDING DEPARTMENT HAVING JURISDICTION FOR PERMIT ACTION. (SUBMIT ONE (1) COPY TO' THE ARCHITECT FOR REFERENCE). INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENTS REQUIRED BY AUTHORITIES HAVING JURISDICTION. TELEPHONE EaUIFMENT: PURCHASE AND INSTALLATION OF TENANT TELEPHONE EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE TENANT, THE GENERAL CONTRACTOR SHALL PROVIDE ONE (1) SEPARATE CIRCUIT ELEC. OUTLET (FOR SAID TELEPHONE EQUIPMENT), ONE (1) FIRE TREATED PLYWOOD MOUNTING (SIZE AS REQUIRED, PAINTED TO MATCH WALL), AND ONE (1) EMT "HOMERUN" FROM TENANT T.T.B. TO THE BASE BUILDING T.T.B. THE TENANT SHALL BE RESPONSIBLE FOR ALL TELEPHONE CABLE AND CONNECTIONS. COORDINATE TELEPHONE INSTALLATION TO AVOID CONFLICTS IN THE CONSTRUCTION SCHEDULE. �j TYP I GAL OUTLET MOUNTING PETAI L DIMENSION _ PER PLAN OUTLET TYPES PER PLAN OF OUTLET GROUP 0 z OUTLET TYPE 611 PER PLAN DIMENSION PER PLAN OF OUTLET GROUP I n --F-LvuK A TYPICAL OUTLET GROUPING 1 (OTHER OUTLET GROUPS SIMILAR) DOUBLE DUPLEX MOUNT OUTLETS ABOVE MOUNTED VERT. HCOUNTER HORIZONTALLY z Q z L -u Ill d UL 5Y6TEM No. WL 1001 THROUGH -PENETRATION FIRESTOP SYSTEMS System No. WL1001 ( Formerly System No. 147) F Ratings— 1, 2, 3 and 4 Hr (See items 2 and 3) T Ratings— 0,1, 2, 3, and 4 Hr ( See item 3) L Rating At Ambient— less than 1 CFM/sq ft L Rating At 400 F— less than 1 CFM/sq ft FA 3 ... 3 L2 A SECTION A—A L WALL ASSEMBLY— 1, 2, 3. OR 4 HR FIRE—RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PART -[ION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A.STUDS— WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 N. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B.WALLBOARD, GYPSUM"— NOM 1/2 OR 5/8 IN. THICK 4 FT. MADE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM. OF OPENING IS 13-1/21N. 2.PIPE OR CONDUIT— NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM. (OR SMALLER) CLASS 50 (OR HEAWER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM. (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM 1IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3.FILL, VOID OR CAVITY MATERIAL'—CAULK— CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE, THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T OR CONDUIT SPACE RATING RATING DIAM, IN IN HR HR 1 0 to 3/16 1 OR 2 0+, 1 OR 2 1 1/4- to 1/2 3 OR 4 3 OR 4 4 Oto 1/4 I OR 0 4 0 to 1-1/2# 1 OR 2 0 6 1 4 to 1/2 3 OR 4 0 12 3/6 to 3/8 1 OR 2 0 + WHEN COPPER PIPE IS USED, T RATING IS 0 H. # 0 TO 1 1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WB+ CAULK IS USED AND ONLY WHEN THE MIN. THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR I HR FIRE RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. f BEARING THE UL CLASSIFICATION MARKING. 1 18'-113/8" 1 3'-0" 1 Elovation ® Brcakroom #10-T A-5 SCALE: 3/8" = 1"-0" BA5E CABINET KVRANER 5EGTION I /11 3/411 ��X 311 III,''''�I1111II�1 WEB F/�RAME drawers base cabinet 61I C 2 SeGtlOn A-5 1 1/2" = 1'-0" HDWD. EDGE Q 3/4" THK. (CONT. Q FACE) HDWD. DRAWER FACE BEVEL EDGE FOR CONT, FINGER PULL. 3/4" THICK CAB. DOOR W/ HDWD., EDGE, 3/4" THICK SHELF ON RECESSED ADJ. STANDARDS N 0 T E EXPOSED CAB. SURFACES TO RECEIVE PL. LAN, FINISH SEE FINISH NOTES. INTERIOR CAB, SURFACES TO RECEIVE WHT. CABINET LINER (PLAS. LAMINATE) FULLY CONCEALED PIVOT _ HINGES, AMOUNT AS REQ") TYP. (130 DEG. SWING) PROVIDE DOOR SILENCERS CONT. VINYL BASE CABINET SHALL BE CONSTRUCTED FROM PLYWOOD & HDWD. PIECES AS INDICATED, 3/4" THK. UNLESS OTHERWISE NOTED. 0 UPPER CABINET SECTION CI 10 '-011 A.F.F. A.F.F. 5"-0" A.F.F. 2"-10" A.F.F. _0"-0" A.F.F. PROV IDE FIRE TREATED W000 nlnTcn nNl GROUND WITHIN PARTITION (TYP,) NOTED ON ELEVATION 3/4" THK. SHELF ON RECESSED ADJ. STANDARDS 3/4" THK. PARTICLE BD. DOOR, TYP. N 0 T E EXPOSED CAB. SURFACES TO RECEIVE PL. LAM. FINISH SEE FINISH NOTES. INTERIOR CAB. SURFACES TO RECEIVE WHT. CABINET LINER (PLAS. LAMINATE) FULLY CONCEALED PIVOT HINGES, AMOUNT AS REQ"D TYP. I \ BEVEL EDGE FOR CONT. PULL }.C -T SHALL 13EFROM 5P G L (oI IABINE PLYWOOD & HDWD.0PIECES UASEINDICATED. I.I/2" = I'0" 314j1 THK. UNLESS OTHERWISE NOTED. 5 INTERTECT DESIGN GROUP, INC. 7059 University Blvd. Winter Park FI 32792 http://www.idgcom.com (407) 677-1920 AA C002009 4 Lr) GJ C`J CT) U Fred M ,\k`umphrey Reg istered•AcchIGct o Florida Reg. No. 4374 0 z N CJ) Q (1) N O30 (D Q Q � c 0 v cri W VJ o 05) CrD � Q) ❑ C1 ,�.4 CO LLI CILo LID C\2 x � �yO� W 0 � QL1 0 05) o 0 0 z N CJ) Q (1) N Q Q � c 0 v cri W -N o � Q) n\ LLI CILo � o Permit # : t Job Address: tl"/ Description of Work: 1tv i� 2tc71L (T;�� Historic District: Zoning: CITY OF SANFOKD PERMIT APPLICATION Date: 5. - 3- [/ Value of Work: $ aoz�, era t ., Ll Permit'Type: Building 4 Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration V Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial. # of Fixtures It of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 41 oc�j© Z7,1F Construction Type. # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than Y) Parcel #: A6 i cl - er 3 -— - SACS -o ��l 603b (Attach Proof of Ownership & Legal Description) Owners Name & Address: ' �L7C�,r �fi ,J f%a fl i `—�:t1�. �%h /2S1 ��✓�` I k;AC- �/ fib• Crir�irr/i/ ` c�?.-^iZlf>'/tLIC7 �/ 5f�� Phone: Contractor Name & Address: a (1(1,'-i- tlo at j 4-1(-{.a 1-= _L TY, <_ m&r u State License Number: C <7L. a Phone & Fax: ill- X31 r IL%q Contact Person: MA fttia f q �Phane: 2,1L'Z3I ` /k fy Bonding Company: _ r Address: Mortgage Lender: W R Address: ✓? Architect/Engineer: :FA){P-. Ia tc'1G� D 0.5;'� 1"> &2GCy,� Phone: �O C ` 1&77' 1c:('2_0 Address: 66i6' /` iyp- L. r%r.t77F,2J 6/ 3<279,2 Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, 'TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT': I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WfIH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance 10 it i re 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. S g Date �S-i&nature of Contractor/Agent Date t4 jjTly_ t T J t'm n.� = VY1111�2u Print Ow /Agent's Name Print Con 'actor/Agent's Name 0E 7 Ilea I Kathlee9iKath i°e of Notary -State ofFlorida D g re of Notary -State of F orida D to My Commi3�bn DD336578 � W Commi ' DD335678 or w Expires August 13, 2008 of w Expires August 13, 2008 Owner/Agent is rsonally Known to Me or Contractor/Agent is _ Personally Known to Me or Producer[ It) Produced IT) APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilitie4�FD: s /O/ (Initial' Date) Q I7 c REVIEWED By, a Sanford Fire Prey MV. Date: hi P5A-2 SCALE: SCALE N FEET 2 I!1,1,1111 ,. X11 III 11111'1, 111 �II I�`.�yLl t , ,�5�1t11,� � I�i � SII 1��1 ;IIUW ljlll' 11 l�!SSSSSS�Gf I� a1rJ'�, `P J1kl��1�.1�1'�'�' I I �U i9�� ill y�� !lure, Gill�f J�Jr�JB Yi iii �11 l I�i11 ,JJ�al1H �,o Y111, 11h ii �1d",IIJ1�h11�II���1�1����INIIY�11i47 .� rV11rJ19 u,',r�! ; i�,la is Juuxir„uJJIv1 ��oul j�ull INTERTECT DESIGN GROUP, INC. fl; 7059 University Blvd. Winter Park, Florida 32792 http://www.idgcom.com II`aJ' (07) 677-1920 AA C002009 k11„ �11J i!' it s;t�l�i�'I�lf 111I I I dl 11 J�1! ;•� Udryl�jl�a µJ�rr AA1�l kw � IJ illi ♦' !d� '. 'rlp;Jflt��il p { , Fred M. Humphrey 11'I� d Ill,... Registered Architect l Florida Reg. No. 4374 1 I UM[ 5 J 1�"'VilJJ�i,l �4 �1 G111 i 1h�J, f1 1, r i 111 ' I I !!lpU;N11.q4V!i, 1�1:9i(J4'1I%t i,l:hl11!�whl! F II i,Nf�il��� IYI'li`Gj71I�� - . �I il"IV�I �li�I1 ,I ll�lli is i'''lJJ, CYI',�i'. l�l'111. Ii!'1' u1 °,u Cpl II N C 1' �I c III A��illull;r, III ry�Qll ,tli 111 i u I,I Cpl 111f1�I1� lu 1 r, 'i�h ilYl ���IF� VIII I I� h1,1 IIi1 J IG 1111' .. al�f�l�ll!I!1; '�61 Ilei „ rill��lli” "j ,I;Ilkur,l,,;l ill�ll I I I� lit I'r1 �Ifllfli�X , �i Jli IF IJ' � IIQ N"� ilk It'11��41 11�kdui7 I lII�I LU t� 1.1 X11 , Lu CNo- 11N Il�lil =-" 'r,l lel 4111A I VIIIII pa, 1 Lill X !!I ��11 1. ,1'i�ll�� G„Ip!f 4p '1'1 III !�;�IiClll;il' a1";hlip,!; it II"li I II' Idl�I � I '�Iri�111 r I �p,l�lk l�i --^------ 1!'� II ,Ii; Ill �l�i�l!li=' Ali U lj ,Iq O I i1�111111n, H I llhyIIl� >1 II�IIIII�1�1i'. � ik, 11,1 I Il ! I �l�app��p1 U Q � x.— MIINg4'!I1� 44 �111rYp p rlilliiil4 0. Cu p Cu c 5�� '(\�j� C N � 1 i�t!11uu� Q 1 ll�ll�J�i' 'dll�'!p11�41 Q a ��1�1P,1!iru g iI r RECEIVED JAN 1 7 zoos REVISION PERMIT# j>� DATE PROJECT ADDRESS v,. CONTRACTOR PHONE # 16 Iq FAX # 10 `), 330 g SO %' DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENT PLANNING BUILDING 7 #3CU #8 GROUND 843 CU #8 GROUND 200A LOAD CENTER 8XSX8 WIRE TROUGH 200A LOAD CENTER [200A ME 200A METER-7 O 1EXISTING TO REMAIN 4-3/0 CU -#4 GROUND EXISTING TO REMAIN I I PLANS REVIVAVERV COIN 01V SANFORDU I a I I I a I I I I I Registered ArcF ect I L_ F- N-6.4374 I L _ b F I r--------- ,--- --------------, �--------------- ---- , r----------------, Floor Flan ®I SCALE: 1/5" =1"-0" LEDEND DENOTES EXISTING OR BASE BUILDING PARTITION TO REMAIN. VERIFY EXISTING CONDITIONS IN FIELD. 2 DENOTES NEW NON—FIRE RATED DRYWALL PARTITION: METAL STUDS AT 24" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. REFER TO INDICATED DETAIL. 3 A— I DENOTES NEW LOW HEIGHT DRYWALL PARTITION: METAL STUDS AT 16" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE TO 42" ABOVE FINISHED FLOOR (COORDINATE EXACT HT. WITH TENANT). REFER TO INDICATED DETAIL. DENOTES ROOM, SPACE, OR AREA NUMBER. DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A—I. 1 rte_ FLOOR PLAN UNREFERENCED NOTES * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. * ALL METAL STUDS SHALL BE 3.5/8", INCREASE GAUGE PER MANUFACTURERS LIMITING HEIGHT GUIDELINES. * GYPSUM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. * THE TENANT'S FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON—SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSIONS TO INSURE PROPER CLEARANCE FOR TENANT'S FURNITURE/EQUIPMENT INSTALLATION. * ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. * IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTP—ACT02 SHALL IMMEDIATELY INFORM DESIGNE2 OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. 2 11 N4LL 5EGTION FINISHED HT. AS NOTED_ (SEE LEGEND) PROVIDE NAILER IF REQUIRED TO SECURE DECORATIVE MOTIF (SIMILAR AT BASE) COORDINATE IN FIELD. NOTE: COORDINATE WALL TERMINATION AT TOP/ENDS W/OTHER DESIGN DETAILS. METAL STUDS AT 16" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED FROM FLOOR SLAB. NOTE: METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. STEEL KNEE BRACE (24" LONG FOOT x 36" HT. x 1/4" THK.) AS REQUIRED AT FREE STANDING ENDS. COORDINATE LOCATIONS OF USE IN FIELD. CONTINUOUS METAL STUD RUNNER, ANCHOR TO PROVISIONS FOR BARRIER FREE POOR(S) PULL SIDE PUSH SIDE j 18 m n. E 24 preferred E T NOTE: x = 12 IN THE DOR HAS BOTH A CLO RAN A LATCH. (A) FRONT APP20ACHES ---- 54 min, 1 I PULL SIDE - F. I PUSH SIDE T T NOTE: x = 36 IN MINIMUM IF y = 60 IN NOTE: y = 8 IN MI IF DOOR HAS x = 42 IN MINIMUM IF y = 54 IN. BOTH A LAT AND A CLOSER. (B) HINGE SIDE APPROACHES PULL SIDE PUSH SIDE 24 m>n. 24 min x X T e E NOTE: y = 54 IN MINIMUM IF THE DOOR NOTE: y = 46 IN IN.jl�HE DOOR HAS A CLOSER. HAS A CLOSER. (C) LATCH SIDE APP20ACHES NOTE: ALL DOORS IN ALCOVES SHALL r COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. a. t- DOOR AND HARDNARE NOTE5 * ALL DOORS AND FRAMES SHALL BE BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * ALL HARDWARE SHALL BE LEVER ACTION; BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * P20VIDE BUILDING STANDA2D D002 STOPS, HINGES AND SILENCERS AT ALL DOORS. * COORDINATE ALL DOOR HEIGHTS WITH BUILDING MANAGEMENT PRIOR TO PRICING/FABRICATION. DOOR HEIGHTS NOTED ARE SUBJECT TO BUILDINGMANAGEMENT COORDINATION AND AVAILABLE BUILDING DOOR STOCKS. ALL DOORS, FRAMES, AND HARDWARE SHALL BE REUSED WHEN IN CONFORMANCE WITH DOOR SCHEDULE AND IN GOOD OPERATING CONDITION AND APPEARANCE. THE G.C. SHALL NOTIFY THE DESIGNER _OF ALL VARIATIONS OF/FROM INFORMATION CONTAINED WITHIN DRAWINGS PRIOR TO THE WORK OR PLACING ORDERS. NON—RATED INTERIOR SWINGING DOORS SHALL BE PUSHED OR PULLED OPEN BY A FORCE OF NOT MORE THAN 5 Ibf (22.2N). SECTION @ INTERIOR OLAZINO (H.M.) WALL CONSTRUCTION PER HOLLOW METAL FRAME PLAN (PROFILE DIMENSIONS TO MATCH BLD'G STD.) ��' 7'-0" A.F.F. MINI—BLINDS BY TENANT,r NOT IN CONTRACT. L _J head APPLIED STOP AT OFFICE SIDE CLEAR 1/4" TEMPERED GLASS 3"-0" METAL STUDS AND JAMB ANCHORS AS REQUIRED CD 71/ iamb 3"-0" A.F.F. sill WALL CONSTRUCTION PER PLAN VERIFY THICKNESS, TYPICAL. 4 DOOR AND HARDNARE 50HEDULE Door Types: ❑A 3"-0" WIDE X 7"-0" HIGH X 1.3/4" THK. SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME. Hardware Types: 0 BUILDING STANDARD PASSAGE SET. b� BUILDING STANDARD LOCKSET; OVERHEAD CLOSER. 0 BUILDING STANDARD LOCKSET. Notes: * ALL DOORS NOT REFERENCED TO THIS DOOR SCHEDULE ARE EXISTING TO REMAIN. * ALL DOORS (NEW, EXISTING TO REMAIN AND EXISTING RELOCATED) ARE MINIMUM 3"-0" WIDE UNLESS NOTED OTHERWISE. * ALL DOORS TO COMPLY WITH "PROVISIONS FOR BARRIER FREE DOORS", THIS SHEET. * VERIFY CONDITIONS AND REUSE EXISITNG DOORS WHEN AT ALL POSSIBLE. HALL 5EGTION .: "ZIP—STRIP" (L—BEAD) TAPE & SPACKLE SMOOTHLY SCREW ATTACH CONTINUOUS METAL STUD RUNNER TO CLG. SPLINES AT 4"0" O.C. MAX. detoil at termination _��N I a, FINISHED CEILING HT. AS NOTED REFER TO DETAIL SHOWN ABOVE FOR TERMINATION METAL STUDS AT 24" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED, FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. NOTE METAL STE UD SIZE. 3.5/8" GYPSUM B0A20 THICKNESS: 1/2" TYPICAL THIS WALL TYPE=, UNLESS 0THE2WI5E NOTED. CONTINUOUS METAL STUD RUNNER, ANCHOR TO SLAB WITH POWDER DRIVEN FASTENERS AT 24" O.C. 2 Nall Section _jj Bys 'lite � w 5 co C) CD C`J c. -D —T7 —� Fred M.\Hun y I L_ Registered ArcF ect I I I N-6.4374 b I I I a I L_ r--------- ,--- --------------, �--------------- ---- , r----------------, Floor Flan ®I SCALE: 1/5" =1"-0" LEDEND DENOTES EXISTING OR BASE BUILDING PARTITION TO REMAIN. VERIFY EXISTING CONDITIONS IN FIELD. 2 DENOTES NEW NON—FIRE RATED DRYWALL PARTITION: METAL STUDS AT 24" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. REFER TO INDICATED DETAIL. 3 A— I DENOTES NEW LOW HEIGHT DRYWALL PARTITION: METAL STUDS AT 16" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE TO 42" ABOVE FINISHED FLOOR (COORDINATE EXACT HT. WITH TENANT). REFER TO INDICATED DETAIL. DENOTES ROOM, SPACE, OR AREA NUMBER. DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION DENOTES HARDWARE TYPE. DENOTES DOOR TYPE DOOR WITHOUT SYMBOLS ARE EXISTING TO REMAIN. REFER TO DOOR SCHEDULE SHEET A—I. 1 rte_ FLOOR PLAN UNREFERENCED NOTES * ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. * ALL METAL STUDS SHALL BE 3.5/8", INCREASE GAUGE PER MANUFACTURERS LIMITING HEIGHT GUIDELINES. * GYPSUM WALL BOARD THICKNESS SHALL BE AS INDICATED, REFER TO SECTIONS INDICATED FOR INFORMATION. * DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. * THE TENANT'S FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON—SITE VERIFICATION OF GOVERNING CONDITIONS AND DIMENSIONS TO INSURE PROPER CLEARANCE FOR TENANT'S FURNITURE/EQUIPMENT INSTALLATION. * ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. * IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE, THE CONTP—ACT02 SHALL IMMEDIATELY INFORM DESIGNE2 OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. 2 11 N4LL 5EGTION FINISHED HT. AS NOTED_ (SEE LEGEND) PROVIDE NAILER IF REQUIRED TO SECURE DECORATIVE MOTIF (SIMILAR AT BASE) COORDINATE IN FIELD. NOTE: COORDINATE WALL TERMINATION AT TOP/ENDS W/OTHER DESIGN DETAILS. METAL STUDS AT 16" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED FROM FLOOR SLAB. NOTE: METAL STUD SIZE: 3.5/8" GYPSUM BOARD THICKNESS: 1/2" TYPICAL THIS WALL TYPE, UNLESS OTHERWISE NOTED. STEEL KNEE BRACE (24" LONG FOOT x 36" HT. x 1/4" THK.) AS REQUIRED AT FREE STANDING ENDS. COORDINATE LOCATIONS OF USE IN FIELD. CONTINUOUS METAL STUD RUNNER, ANCHOR TO PROVISIONS FOR BARRIER FREE POOR(S) PULL SIDE PUSH SIDE j 18 m n. E 24 preferred E T NOTE: x = 12 IN THE DOR HAS BOTH A CLO RAN A LATCH. (A) FRONT APP20ACHES ---- 54 min, 1 I PULL SIDE - F. I PUSH SIDE T T NOTE: x = 36 IN MINIMUM IF y = 60 IN NOTE: y = 8 IN MI IF DOOR HAS x = 42 IN MINIMUM IF y = 54 IN. BOTH A LAT AND A CLOSER. (B) HINGE SIDE APPROACHES PULL SIDE PUSH SIDE 24 m>n. 24 min x X T e E NOTE: y = 54 IN MINIMUM IF THE DOOR NOTE: y = 46 IN IN.jl�HE DOOR HAS A CLOSER. HAS A CLOSER. (C) LATCH SIDE APP20ACHES NOTE: ALL DOORS IN ALCOVES SHALL r COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. a. t- DOOR AND HARDNARE NOTE5 * ALL DOORS AND FRAMES SHALL BE BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * ALL HARDWARE SHALL BE LEVER ACTION; BUILDING STANDARD WITH BUILDING STANDARD FINISH TO MATCH EXISTING. * P20VIDE BUILDING STANDA2D D002 STOPS, HINGES AND SILENCERS AT ALL DOORS. * COORDINATE ALL DOOR HEIGHTS WITH BUILDING MANAGEMENT PRIOR TO PRICING/FABRICATION. DOOR HEIGHTS NOTED ARE SUBJECT TO BUILDINGMANAGEMENT COORDINATION AND AVAILABLE BUILDING DOOR STOCKS. ALL DOORS, FRAMES, AND HARDWARE SHALL BE REUSED WHEN IN CONFORMANCE WITH DOOR SCHEDULE AND IN GOOD OPERATING CONDITION AND APPEARANCE. THE G.C. SHALL NOTIFY THE DESIGNER _OF ALL VARIATIONS OF/FROM INFORMATION CONTAINED WITHIN DRAWINGS PRIOR TO THE WORK OR PLACING ORDERS. NON—RATED INTERIOR SWINGING DOORS SHALL BE PUSHED OR PULLED OPEN BY A FORCE OF NOT MORE THAN 5 Ibf (22.2N). SECTION @ INTERIOR OLAZINO (H.M.) WALL CONSTRUCTION PER HOLLOW METAL FRAME PLAN (PROFILE DIMENSIONS TO MATCH BLD'G STD.) ��' 7'-0" A.F.F. MINI—BLINDS BY TENANT,r NOT IN CONTRACT. L _J head APPLIED STOP AT OFFICE SIDE CLEAR 1/4" TEMPERED GLASS 3"-0" METAL STUDS AND JAMB ANCHORS AS REQUIRED CD 71/ iamb 3"-0" A.F.F. sill WALL CONSTRUCTION PER PLAN VERIFY THICKNESS, TYPICAL. 4 DOOR AND HARDNARE 50HEDULE Door Types: ❑A 3"-0" WIDE X 7"-0" HIGH X 1.3/4" THK. SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME. Hardware Types: 0 BUILDING STANDARD PASSAGE SET. b� BUILDING STANDARD LOCKSET; OVERHEAD CLOSER. 0 BUILDING STANDARD LOCKSET. Notes: * ALL DOORS NOT REFERENCED TO THIS DOOR SCHEDULE ARE EXISTING TO REMAIN. * ALL DOORS (NEW, EXISTING TO REMAIN AND EXISTING RELOCATED) ARE MINIMUM 3"-0" WIDE UNLESS NOTED OTHERWISE. * ALL DOORS TO COMPLY WITH "PROVISIONS FOR BARRIER FREE DOORS", THIS SHEET. * VERIFY CONDITIONS AND REUSE EXISITNG DOORS WHEN AT ALL POSSIBLE. HALL 5EGTION .: "ZIP—STRIP" (L—BEAD) TAPE & SPACKLE SMOOTHLY SCREW ATTACH CONTINUOUS METAL STUD RUNNER TO CLG. SPLINES AT 4"0" O.C. MAX. detoil at termination _��N I a, FINISHED CEILING HT. AS NOTED REFER TO DETAIL SHOWN ABOVE FOR TERMINATION METAL STUDS AT 24" O.C., MAX. W/ ONE (1) LAYER GYP. BD. AS SPECIFIED, FROM FLOOR SLAB TO UNDERSIDE OF SUSPENDED CEILING ABOVE. NOTE METAL STE UD SIZE. 3.5/8" GYPSUM B0A20 THICKNESS: 1/2" TYPICAL THIS WALL TYPE=, UNLESS 0THE2WI5E NOTED. CONTINUOUS METAL STUD RUNNER, ANCHOR TO SLAB WITH POWDER DRIVEN FASTENERS AT 24" O.C. 2 Nall Section _jj Bys 'lite � w 5 co C) CD C`J c. -D —T7 —� Fred M.\Hun y C) Registered ArcF ect Florida Re``. N-6.4374 o z G � � Q N N o y C ✓ O Cc o 0 O co QD CfJ p� Q s U 6- a� ❑o ccs co O C\2 o x � Ord 0 � � m LL OL C) Q) o z � � Q N N o o c 5 p� Q s U 6- a� 0 o � � m LL OL � II oLLL �— F ------------I i ----------------i F ------------ -------- I I I I I I I I -- I r' b I I I I Z Q VERIFY CONDITION AND PROPER OPERATION IN FIELD. I L_ Ref I cotod Ge i I ing Flan A-77 SCALE:, 1/6" =1'-o" �1=T—L�Ci I1=1./ v�ILIIVC� LCC7CI�iV E SUBSCRIPT "E" DENOTES EXISTING ITEM TO REMAIN. Z Q VERIFY CONDITION AND PROPER OPERATION IN FIELD. Florida Reg. No. 4374 REFURBISH AS REQUIRED FOR NEW APPEARANCE. U SUBSCRIPT "R" DENOTES EXISTING ITEM TO BE R REMOVED OR RELOCATED AS INDICATED ON PLAN. QC - C (TYPICAL FOR ALL ITEMS) N SUBSCRIPT "N" DENOTES NEW ITEM TO MATCH EXISTING UNLESS OTHERWISE NOTED. (TYPICAL FOR CrD ALL ITEMS) O o Cv DENOTES 2 X 4 LAY -IN FLUORESCENT LIGHT FIXTURES. ° DENOTES WALL MOUNTED EMERGENCY LIGHT FIXTURE 4- —_ °' of WITH TWO (2) LAMPS AND BATTERY BACK-UP WIRED E INTO BUILDING EMERGENCY SYSTEM. DENOTES ILLUMINATED EXIT LIGHT FIXTURE. SHADED CD cc) QUARTER(S) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. DENOTES HVAC DIFFUSER (SUPPLY). ® DENOTES HVAC DIFFUSER (RETURN). kE,9-- DENOTES LIGHT SWITCH MOUNTED AT 48" A.F.F. DENOTES RECESSED WALL MOUNTED AUDIO/STROBE COMBINATION ALARM TIED INTO EXISTING FIRE ALARM SYSTEM MOUNTED AT 80" A.F.F. SD DENOTES CEILING MOUNTED SMOKE DETECTOR. * L I C HTI NC, CEILING O I FFU5ER5, ETC. 5HONN FOR iRGHIT GTURfIL REFERENCE ONLY. 5 S R RA►T MECHANICAL DRANIN65 3Y OTHER5. � LIF=E SAFETY NOTES * IINSTALLING SPRINKLER SYSTEM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO PLANS REVIEW OFFICE FOR REVIEW, PERMITTING, AND PEP-MANENT RECORD PRIOR TO INSTALLATION. * 'THE SPRINKLER SYSTEM INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S), AND FORWARD THE CERTIFICATE(S), TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR APPROVAL OF THE INSTALLATION. * INSTALL EMERGENCY LIGHTING TO PROVIDE MINIMUM ONE FOOT CAMPLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILITY OR OTHER OUT- SIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE, OR ANY MANUAL ACT(S), INCLUDING ACCIDENTAL OPENING OF A SWITCH CONTROLLING NORMAL LIGHTING FACILITIES, A FIRE INSPECTOR SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL. * LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FOR SPECIAL KNOWLEDGE FOR OPERATION FROM INSIDE THE BUILDING. * PROVIDE FIRE EXTINGUISHERS) HAVING A MINIMUM RATING OF 2-A. 10--B-C FOR EVERY 3,000 SQ. FT.; EXTINGUISHERS SHALL BE CONISPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND' THE BOTTOM OF EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHAILL NOT EXCEED 75 FEET. * INIFORMATION SHOWN (IF ANY) REGARDING FIRE ALARM (AUDIO- VISUAL ANNUNCIATION) IS INTENDED SOLELY FOR COORDINATION OF THE ARCHITECT/DESIGNERS WORK. THE GENERAL CONTRACTOR SHALL SUBIMIT FIRE PROTECTION DRAWING AS REQUIRED BY LOCAL AND STATE OFFICIALS HAVING JURISDICTION. 2 NOTE: * PROVIDE NEW CEILING AND LIGHT THROUGHOUT. FIRE FROTEGTION: FIRE PROTECTION LAYOUT SHOWING NEW, RELOCATED, & EXISTING SPRINKLER HEAD LOCATIONS SHALL BE PREPARED BY THE INSTALLING CONTRACTOR, WITH SHOP DRAWINGS SUBMITTED TO THE PLANS REVIEW OFFICE OF THE FIRE DEPARTMENT HAVING JURISDICTION. ONE COPY OF THE APPROVED DRAWINGS SHALL BE SUBMITTED TO THE BUILDING MANAGEMENT FOR REFERENCE. RELOCATED SPRINKLER HEADS WHICH WILL CONFLICT WITH THE NEW WORK INCLUDING, BUT NOT LIMIITED TO: LIGHT FIXTURES, HVAC DIFFUSERS /RETURNS, DROPPED AND RAISED CEILINGS/SOFFIT, PARTITIONS, AND CABINETS. PROVIDE ESCUTCHEONS TO MATCH EXISTING UNLESS OTHERWISE NOTED. H\/A0 DESIGN: DRAWINGS ILLUSTRATING THE DESIGN OF MODIFICATIONS TO THE BASE BUILDING HVAC SYSTEM, RELATING TO THE NEW CONSTRUCTION SHALL BE: * PROVIDED BY GENERAL CONTRACTOR AND SUBMITTED TO THE BUILDING DEPARTMENT HAVING JURISDICTION FOR PERMIT ACTION. (SUBMIT ONE (1) COPY TO THE ARCHITECT FOR REFERENCE). INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENTS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 3 TYPICAL ONE HOUR WALL 5ECTION CONTINUOUS CEILING CHANNEL AS SPECIFIED, REFER TO UL DESIGN NOTED. INSULATION FULL HT. OF WALL PER UL DESIGN OR AS OTHERWISE NOTED. (OMIT IF NOT REQUIRED). ;I FINISHED CEILING TYPE & HT. AS SPECIFIED I CONTINUOUS WALL ANGLE (EDGE CUT OF CEILING TILE SHALL BE AS SPECIFIED, REFER TO REFLECTED CEILING PLAN). 3.5/8" METAL STUDS AT 24" O.C. WITH ONE (1) LAYER GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) EACH SIDE, FROM FLOOR SLAB TO DECK ABOVE. U- I - NOTE: 'I ONE (1) HOUR WALL ASSEMBLY SHALL CONFORM TO UL DESIGN N0, U465 CONTINUOUS FLOOR CHANNEL PER UL DESIGN. Nall Soctic A_2 1 1/2° = 1'-0" UL SYSTEM NO. HN -5-0050 / \ 1 3 :I I I• 2 2 2 �% � � L—A SECTION A -A I. Floor Assembly: The fere—rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor—Ceilinq Deslgn in the UL Fre Resistance Directory and shall include the followinq construction features: A. Steel Floor and Form Units* Max 3 in. deep galvanized steel fluted units. B. Concrete: Mn. 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. 2. Wall Assembly: The I or 2 hour fre—rated gypsum wallboard /,steel stud wall assembly shall be constructed of the materials and In the manner described in the Individual U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the followinq construction features: A. Steel Floor and Ceilinq Runners: Floor and Ceilinq runners of wall assembly shall consist of galvanized steel channels srzed to accommodate steel studs (Iltem 213). Ceilinq runner to be secured to valleys of steel floor units (Item A) with steel fasteners or by welds spaced max 24 in. OC. B. Studs: Steel studs to be min. 3-1/2 In, wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nestinq in and restnq on floor runner and with top nesting in Ceilinq runner with or without attachment. Stud spocinq not to exceed 24 in. OC. C. Wallboard, Gypsum*: Wallboard sheets installed to a min. total thickness of 5/8 in. and 1-1/4 in. on each side of wall for I and 2 hour rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design In the UL Fre Resistance Directory, except that wallboard Is cut to the contour of the steel floor units with a max 3/4 in. qop between the top of the wallboard and the bottom of the floor units. The hourly fre rotnq of the ,point system is dependent on the hourly Fre ratnq of the wall. 3. Fill, Void or Cavity Material*: Caulk min. 5/8 in. and 1-1/4 in. thickness of fill material for I and 2 hour rated assemblies, respectively, installed on each side of the wall between the top of the wallboard and all surfaces of the steel floor units, flush with each surface of the wall. MINNESOTA MINING & MFG CO -- CP 25WP+ * BEARING THE UL CLASSIFICATION MARK. UNREFERENCED PLAIN NOTES FOR NEW REFLECTED CEILIINC 5Y5TEM * PROVIDE NEW SUSPENDED CEILING GRID SYSTEM AT 10'-0" ABOVE FINISHED FLOOR. (A.F.F.) (V.I.F.) * ALL FIXTURES TO BE BUILDING STANDARD WITH BUILDING STANDARD FINISH. ALL LIGHT FIXTURES TO BE EQUIPPED WITH BUILDING STANDARD LENS. INSTALL NEW BUILDING STANDARD ACOUSTICAL TILE THROUGHOUT PROPOSED TENANT AREA. * IT IS ASSUMED THAT THE EXISTING BUILDING MECHANICAL (HVAC) SYSTEM IS SUFFICIENT FOR THIS PROJECT, HOWEVER IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE EXISTING CAPACITIES IN REGARDS TO THE NEW WORK. IF NEW HVAC SYSTEM iS REQUIRED, ENGINEERING DRAWINGS SHALL BE PROVIDED. 0 UL DESIGN No. U465 NONBEARING \VALL A3MIBLY - 11113. RATING 1. Floor and Ceiling Runners -- (not shown) -- Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No, 25 MSG galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs -- Channel shaped, 3-5/8 in, wide (min), 1-1/4 in, legs, 3/8 in. folded back returns, formed from min No. 25 MSG galy steel spaced 24 in. OC max. 3. Batts and Blanketsx -- (Optional) -- Mineral wool or glass fiber Batts partially or completely filling stud cavity, See Batts and Blankets (BZJZ) category for names of Classified companies. 3A, Fiber, Sprayed)K -- As an alternate to Batts and Blankets (Item 3) -- Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation. 3B. Fiber, Sprayed)K -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC -- Cellulose Insulation 4. Gypsum Board)K -- 5/8 in, thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in, long, Type S steel screws spaced 8 in, OC, along edges of board and 12 in. OC in the field of the board, Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A Purring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 irt. OC. AMERICAN GYPSUM CO -- Types AG -C, AGX-1, AGX-7. BEIJING NEW BUILDING MATERIALS CO LTD -- Type DBX-1. BPB AMERICA INC -- Types 1, EGRG, ProRoc Type X, ProRoc Type C. BPB CANADA INC -- ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY -- Types AR, C, IP -AR, IP -X2, IPC -A2, SCX, SHX, WRC or WRX. G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP -- Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A, NATIONAL GYPSUM CO -- Types FSK, FSK -C, FSK -G, FSW-C, FSW-G, FSW, FSW-5 . PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -- Type PG -C or PG -9. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -- Type EX -1 STANDARD GYPSUM L L C -- Type SG -C. TEMPLE-INLAND FOREST PRODUCTS CORP -- Type TG -C, UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, IP -AR, IP -X2, IPC - R, SCX, SHX, WRC or WRX, USG MEXICO S A DE C V -- Type AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4A. Gypsum Boardx -- (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs, Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in, OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically, CANADIAN GYPSUM COMPANY -- Types AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO -- T ype AR, C, FRX-G, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX, USG MEXICO S A DE C V -- Type AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board)K -- (As an alternate to Items 4 or 4A) -- Nom 3/4 in, thick, 4 ft wide, installed as described in Item 4A with screw Length increased to 1-1/4 in, CANADIAN GYPSUM COMPANY -- Types AR, IP -AR. UNITED STATES GYPSUM CO -- Types AR, IP -AR. USG MEXICO S ADE C V -- Types AR, IP -AR. 5, Joint Tape and Compound -- Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints, As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel -- (Optional -Not Shown) -- 25 MSG galy steel resilient channels spaced vertically max 24 in. OC, flange portion attachedto each intersecting stud with 1/2 in. tong type S-12 panhead steel screws, 6A. Steel Framing Members (Not Shown))K -- As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels -- Formed of No. 25 MSG galy steel. 2-3/8 in, wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No, 18 SWG galy steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two se(f-tapping #6 Framing screws, min. 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel. (Item b, Steel Framing Members)K -- Used to attach furring channels a) to studs (Item 1). Clips spaced 48 in. OC„ and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet, Furring channels are friction fitted into clips. PAC INTERNATIONAL INC -- Type RSIC-1. Bearing the UL Classification Mark 5 l� r CZD FredAdTphrey/ � O Registered-Arehifect Z Q N Florida Reg. No. 4374 U U � Q � QC - C (? d Q) NOL CrD Q O o Cv CC) ° ❑1 4- —_ °' of L Q E � Vv CD cc) Ofd C: (� o 0 ccO O O O ' (tj 0 o o � O Z Q N U U � Q � QC - C (? d Q) NOL O o Cv '`J •— ° ,� 4- —_ °' of L Q C: (� o 0 Lei b I ------------I I----------------1 I---------------- --- I F -----------------I Electrical Plan A-5 SCALE: 1/8" =1"-0" ELEGTRI C,AL/TELEPHONE PLAN LEGEND Registered THE SUBSCRIPT "E" DENOTES EXISTING ITEM TO PROVIDE REMAIN FOR REUSE. FIELD VERIFY CONDITION AND E TAKE CORRECTIVE ACTION AS REQUIRED TO INSURE PROPER OPERATION. (UNLESS OTHERWISE NOTED) THE SUBSCRIPT "N" DENOTES NEW ITEM TO MATCH PARTITION (TYP.) EXISTING, COORDINATE NEW ITEM SELECTION WITH N BUILDING MANAGEMENT. IA DENOTES DUPLEX ELECTRICAL CONVENIENCE OUTLET, I� WALL MOUNTED. (AT WALLS ONLY) DENOTES DUPLEX ELECTRICAL CONVENIENCE OUTLET ON GROUND FAULT INTERRUPT CIRCUIT, WALL ❑O MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. DENOTES WALL MOUNTED TELEPHONE OUTLET. DENOTES WALL MOUNTED DATA (SIGNAL) OUTLET. CV �C DENOTES COMBINATION WALL MOUNTED TELEPHONE OUTLET AND WALL NOUNTED DATA (SIGNAL) OUTLET cc IN COMMON JUNCTION BOX. IIII lul DENOTES ELECTRICAL PANEL. ® DENOTES POWER POLE. * ELECTRICAL 5HONN FOR ARCH I TEG TURAL REFERENCE ONLY. 5E 5EPERATE ELECTRICAL DR�ANIN65 BY 077HE'R5. � ELECTRICAL/TELEPHONE UNREFERENCED PLAN NOTE5 * ALL OUTLETS SHALL BE WALL MOUNTED AT 18" ABOVE FINISH FLOOR (A.F.F.) UNLESS OTHERWISE NOTED. REFER TO "TYPICAL OUTLET MOUNTING HEIGHTS", SHEET A-3. THE GENERAL CONTRACTOR SHALL PROVIDE 3/4" EMT STUB -UPS AT ALL TELEPHONE AND DATA OUTLETS LOCATED IN NEW AND EXISTING PARTITIONS AS REQUIRED. * THE TENANT SHALL BE RESPONSIBLE FOR ALL TELEPHONE EQUIPMENT PURCHASES AND INSTALLATION. * PROVIDE ALL NEW WORK INDICATED, SPECIFIED OR REQUIRED TO PRODUCE FINISH, OPERABLE, LEGAL ELECTRICAL SYSTEM CONFORMING TO THE BEST STANDARD OF WORKMANSHIP. * ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC AND LOCAL ORDINANCES HAVING JURISDICTION. * PROVIDE AND INSTALL CONDUITS, PULL WIRES, BOXES, COVER PLATES AND DEVICES, ETC., FOR ALL OUTLETS AS INDICATED. CUTTING OF FLOORS, WALL, PARTITIONS, ETC., TO FACILITATE PROPER AND CONVENIENT INSTALLATION IN AN APPROVED LOCATION AND BY APPROVED METHOD. * MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS, AND SHALL NEST REQUIREMENTS OF NEC, NEMA, AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF NEC. * CONDUIT, EXCEPT IN UNFINISHED AREAS, SHALL BE RUN SO AS TO CONE BELOW FINISHED FLOORS AND CONCEALED IN WALLS OR CEILINGS AND RUN TO CLEAR ALL OPENINGS IN FLOORS AND AIR CONDITIONING DUCTS, ETC. * ALL SWITCH RECEPTACLES AND SWITCH COVER PLATES, AND OUTLET RECEPTACLES AND OUTLET COVER PLATES TO BE BUILDING STANDARD FINISH UNLESS OTHERWISE SPECIFIED. * CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING AS REQUIRED FOR HIS WORK. * ANY PIPE OR CONDUIT PENETRATION THROUGH RATED WALL OR RATED FLOOR ASSENBLY SHALL COMPLY WITH UL FIRE STOPPING SYSTEN(S) AS APPLICABLE. REFER TO UL SYSTEM WL 1001 SHEET A-3. VA * VERIFY LOCATION HEIGHT AND OPERABILITY OF ALL OUTLETS SHOWN AS EXISTING. * PROVIDE ALTERNATE PRICE AS REQUIRED TO PROVIDE AS NEW. * VERIFY CIRCUIT AVAILABILITY IN FIELD PRIOR TO SUBMISSION OF ANY BID OR COST ESTIMATES. * COORDINATE ALLOCATION OF EXISTING PANELS OR NEW WITH OWNER. ELECTRICAL DE51ON: DOCUMENTS ILLUSTRATING THE DESIGN AND LAYOUT OF MODIFICATIONS TO THE BASE BUILDING AND/OR EXISTING ELECTRICAL SYSTEM(S) AND ALL NEW ELECTRICAL SYSTEM(S) CONSTRUCTION SHALL BE; * PROVIDED BY THE GENERAL CONTRACTOR AND SUBMITTED TO THE BUILDING DEPARTMENT HAVING JURISDICTION FOR PERMIT ACTION. (SUBMIT ONE (1) COPY TO THE ARCHITECT FOR REFERENCE). INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENTS REQUIRED BY AUTHORITIES HAVING JURISDICTION. TELEPHONE EaU I PMENT: PURCHASE AND INSTALLATION OF TENANT TELEPHONE EQUIPMENT SHALL BE THE RESPONSIIBILITY OF THE TENANT, THE GENERAL CONTRACTOR SHALL PROVIDE ONE (1) SEPARATE CIRCUIT ELEC. OUTLET (FOR SAID TELEPHONE EQUIPMENT), ONE (1) FIRE TREATED PLYWOOD MOUNTING (SIZE ,AS REQUIRED, PAINTED TO MATCH WALL), AND ONE (1) EMT "HOMERIUN" FROM TENANT T.T.B, TO THE BASE BUILDING T.T.B. THE TENANT SHALL BE RESPONSIBLE FOR ALL TELEPHONE CABLE AND CONNECTIONS. COORDINATE TELEPHONE INSTALLATION TO AVOID CONFLICTS IN THE CONSTRUCTION SCHEDULE. K� TYP I CAL OUTLET MOUNTING I7ETA 1 L DIMENSION PER PLAN OUTLET TYPES OF OUTLET GROUP PER PLAN O � OUTLET TYPE 61 PER PLAN DIMENSION PER PLAN OF -OUTLET GROUP I FLOOR BASE .J A TYPICAL OUTLET GROUPING E3 (OTHER OUTLET GROUPS SIMILAR) DOUBLE DUPLEX MOUNT OUTLETS ABOVE MOUNTED VERT. H COUNTER HORIZONTALLY z Q / \ z � Q O Z Q UL 6Y5TEM No. WL1001 THROUGH -PENETRATION FIRESTOP SYSTEMS System No. WL1001 ( Formerly System No. 147) F Ratings— 1, 2, 3 and 4 Hr (See items 2 and 3) T Ratings— 0,1, 2, 3, and 4 Hr ( See item 3) L Rating At Ambient— less than 1 CFM/sq ft L Rating At 400 F— less than 1 CFM/sq ft A 3 L2 A SECTION A -A L WALL ASSEMBLY- 1, 2, 3. OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A.STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WADE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B.WALLBOARD, GYPSUM-- NOM 1/2 OR 5/8 IN. THICK 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX .DIAM. OF OPENING IS 13-1/21N. 2.PIPE OR CONDUIT- NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10(OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM. (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM. (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM I IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3.FILL, VOID OR CAVITY MATERIAL --CAULK- CAULK FILL MATERIAL INSTALLED TO COMPLETELY ELL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T OR CONDUIT SPACE RATING RATING DIAM, IN N HR HR 1 0to3/16 T OR 0+,1 OR 1 1/4 to 1/2 3 OR 4 3 OR 4 4 0 to 1/4 1 OR 2 0 4 0 to 1-1/2# 1 OR 2 0 6 1 4to1/2 3OR4 0 12 3 16 to 3/8 1 OR 2 0 +WHEN COPPER PIPE IS USED, T RATING IS 0 H. THICKNESSOFOF IN. THEANNULAR GYPSUM WALLBOARDISAPPLIES 5/8ONLY NFOR I FRTYPE FIRE RATED+CAULK IS WALLS AND is 1/4AND 1N. POR 2 HRNRATEDMIN. WALLS. x BEARING THE UL CLASSIFICATION MARKING. 1 181-11501 1 3'-O" 1 Elovation ® Breakroom #10-7 A-5 SCALE: 3/8" = 1"-0" 5A5E CABINET N/DRAWER SECTION Registered Architect PROVIDE Florida Reg. FIRE TREATED WOOD i GROUND WITHIN (UNLESS OTHERWISE NOTED) _ PARTITION (TYP.) CO CONT. SPLASH "I SEE FINISH NOTES. - C\I \ (AT WALLS ONLY) INTERIOR CAB. SURFACES TO ❑O Q z � a X, -X" RECEIVE WHT, CA13INET LINER CV �C 0 vV cc A.F.F. IIII lul CID 3/4" X 3" - HDWD. EDGE @ 3/4" V.v - o tri HINGES, AMOUNT AS REOV WEB FRAME co q THK. (CONT. Q FACE) �i TYP. (180 DEC, SWING) HDWD. DRAWER FACE drawers PROVIDE DC)OR SILENCERS BEVEL EDGE FOR CONT. Scotian 0 2 o CABINET SHALL BE CONSTRUCTED FROM FINGER PULL. PLYWOOD & FOWL). PIECES AS INDICATED. /a 3/4" THICK CAB. D00R 3/4" THK. UNLESS OTHERWISE NOTED. -- �j W/ HDWD. EDGE. base cabinet 3/4" THICK SHELF ON RECESSED ADJ, STANDARDS N 0 T E 4 UPPER CABINET SECTION ti 7"-6" A.F.F. _5'-0" A.F.F. 2"-10" A.F.F. A.F.F. PROVIDE FIRE TREATED WOOD NOTED ON GROUND WITHIN ELEVATION PARTITION (TYP.) 3/4" THK. SHELF ON RECESSED ADJ. STANDARDS 3/4" THK. PARTICLE BD. DOOR, TYP. N 0 T E EXPOSED CAB. SURFACES TO RECEIVE PL. LAN. FINISH SEE FINISH NOTES. INTERIOR CAB. SURFACES TO RECEIVE WHT. CABINET LINER (PLAS. LAMINATE) FULLY CONCEALED PIVOT HINGES, AMOUNT AS REQ") TYP. BEVEL EDGE 2 FRON FOR CONT. PULL Sectio I`1 PLYWOOD & HDWD. PIECESUASEINDICATED. _3 I.I/2" 3/4" THK. UNLESS OTHERWISE NOTED. 5 Co CD CV Gy'D Fred M Humphrey/ Registered Architect 61' Florida Reg. EXPOSED CAB. SURFACES TO i z CJ) cv a� N - RECEIVE PL. LAM. FINISH CO "I SEE FINISH NOTES. O00 CID 0 INTERIOR CAB. SURFACES TO ❑O Q z � a RECEIVE WHT, CA13INET LINER CV �C 0 vV cc (PLAS. LAMINATE) CID FULLY CONCEALED PIVOT Q) o N -N V.v - o tri HINGES, AMOUNT AS REOV qq\\ co q �i TYP. (180 DEC, SWING) PROVIDE DC)OR SILENCERS CONT. VINYL BASE Scotian 0 2 o CABINET SHALL BE CONSTRUCTED FROM o PLYWOOD & FOWL). PIECES AS INDICATED. / „ _ 112 - I"-0 _� 3/4" THK. UNLESS OTHERWISE NOTED. 4 UPPER CABINET SECTION ti 7"-6" A.F.F. _5'-0" A.F.F. 2"-10" A.F.F. A.F.F. PROVIDE FIRE TREATED WOOD NOTED ON GROUND WITHIN ELEVATION PARTITION (TYP.) 3/4" THK. SHELF ON RECESSED ADJ. STANDARDS 3/4" THK. PARTICLE BD. DOOR, TYP. N 0 T E EXPOSED CAB. SURFACES TO RECEIVE PL. LAN. FINISH SEE FINISH NOTES. INTERIOR CAB. SURFACES TO RECEIVE WHT. CABINET LINER (PLAS. LAMINATE) FULLY CONCEALED PIVOT HINGES, AMOUNT AS REQ") TYP. BEVEL EDGE 2 FRON FOR CONT. PULL Sectio I`1 PLYWOOD & HDWD. PIECESUASEINDICATED. _3 I.I/2" 3/4" THK. UNLESS OTHERWISE NOTED. 5 Co CD CV Gy'D Fred M Humphrey/ Registered Architect o Florida Reg. No. 4374 i z CJ) cv a� N - 9 CO "I O00 CID 0 C,"��l ❑O Q z � a CV �C 0 vV cc CID Q) o N -N V.v ocl- o tri qq\\ co q �i O 0 W 0 O o i z CJ) cv a� N - CO a a � �5 Q Q z � a CV �C O Cs- s- _ Q) o N -N V.v ocl- o tri qq\\ 0L o 3 o o 21)