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HomeMy WebLinkAboutBuilding Plans6810 L1S fiEi,�h�.vay Ja - i�ov'tSt. Lu.c�' sched„&of TJ✓awi,ngs Z C O%eX' S '� S C�'LP �vL - S �/ V Y VVW / ' i A -2 E,, �IsVw ql / D ` ' uo-w Pl,a 11 Nat-e�, aw&Det-aik A -3 Prapa-se& Flo-ar PLa4Vli ScheAale,41, N la�n& Detiaitk A -4 Ll(srPiSalty Fla w, Nate Det-aAk A -5 ryp6cal Ha�,Acappedl Det-ad k 16 SOUND TESTING SOUND STCRating /Test Report Partition type Assembly description. ProSTUD 28 - ProSTUD 20 ProSTUD 30mil ProSTUD 33md (15mi1) (18UP 43 40 36 36 (o124'o.c. TL09 539 TL19 091 TL13-201 TL13 197 3-5/8" ProSTUD I layer 5/8" Type X GWB on each side �1. 39 1 layer 5/8' TypeXGWB on eacP1 side, I. 45 - TL19104' t 3 5/8" ProSTUD 49 51 40 42 TL13 167 TL19 092 TL13 203 TL13-195 - " - V2 R-13 unfaced insulation I layer 5/8"TypeXGWB on one side _-�- --- 47 2layers 5/8"Type X GWB on the other side . i (a)16' O.C. 54 3 5/8' RoSTUD (@24"o.c. - 53 48 r 48 TL18 302 TL19-097 TL43 205 TL13-198 ..;. 3 1/2" R-13 unfaced insulation 1 RC -Deluxe wf 1 layer 5/8" Type X GWB on one side 3 1/7' R-13 unfaced insulation L73 litl 1 L1Y-UY5 L73 LU/ 1 L73-LUU RC-Deluxew/2layers 5/8"Type X GWB on one side 2layers 5/8" Type X GWB on the other side (a116 O.C. 59. TL19-098 Notes: - Soundaasemblies are certified: by Western Electro-Acoustic Laboratories. - - NVLAP a«redited for ASTM E90 & E413, ISO Certified. - See STC test reports atwww.clarkdiettich.com/ProSTUDfaf retailed requirements of construction of wall assembly. - Contaa ClarkDietmh Technical Services at 888-437-3244 far questions about ProSTUD soundassemblies. Visit itoois.dadaiietrich.com for a complete Ust of sound ratings. - Pab.N.-CD-PnaSTUD2f19 The technical contentofthis lite,ature is effective 2/19/l9and supersedes all previousk&rm6on. clarkdietich.com i PERMIT SET 1 2/22/20 REVIEWED FOR 00yo CODE COMPLIANCi ST. LUCIE COUNTY BOCC e SL 1001E COUN1Y r- , PLAN REVIEW LLDIM. NCNT DATE: iUE`a — ELEC: ,_,...._ vats StJY DATE: PLUM — 1 MECH: ll1-11 DAM 53 PROJECT DATA SUMMARY APPLICABLE CODES BUILDING CODE : FLORIDA BUILDING CODE, BUILDING, 6th. EDITION (201'1) And FLORIDA BUILDING CODE, EXISTING BUILDING, 6th. EDITION (2011) MECHANICAL CODE : FLORIDA BUILDING CODE, MECHANICAL, 6th. EDITION (20I'1) PLUMBING CODE : FLORIDA BUILDING CODE, PLUMBING, 6th. EDITION (20I"1) ELECTRICAL CODE : NATIONAL ELECTRICAL CODE, NFPA-'70 (2014) FIRE CODE : FLORIDA FIRE PREVENTION CODE, 6th. EDITION (2011) ACCESSIBILITY CODE : FLORIDA BUILDING CODE, ACCES5I8ILITY, (2th. EDITION (2011) ENERGY CODE : FLORIDA BUILDING CODE, ENERGY CONSERVATION, 6th. EDITION (201-7) BUILDING PLANNING OCCLIPANCY : GROUP B (BUSINESS) MIXED OCCUPANCY: No REQUIRED SEPARATION: N/A CON571RUCTION TYPE : Type 11-5, Unprotected, Un5prinklered with Smoke Detection / Fire Alarm System OCCUPANT LOAD: (MR. TABLE 1004.1.1 FBC 4 TABLE -7.3.1.2 NFPA 101) -7,546 90. FT. (GROSS) / 100 50. FT PER PERSON =16 PEOPLE SEE LIFE SAFETY PLAN FOR EXACT OCCUPANT LOAD GENEIRAL BUILDING LIMITATIONS (TABLE-5 504.3 5044 and 5062)- FLOOR AREA : ALLOWED : 32000 sa, ft, PROPOSED : Unchanged HEIGHT OF BLDG.: ALLOWED : 55'-0" PROPOSED : Unchanged NO. OF STORIES : ALLOWED : 3 STORIES PROPOSED : Unch�aed AREA INCREASES : No HEIGHT INCREASES t NO STRUCTURAL FORGES FLOOR DESIGN : LIVE LOAD : 5012_sf DEAD LOAD : I5 W WIND DESIGN : BASIC WIND SPEED (3 SECOND GUST):N/A RISK CATEGORY: N/A EXP05URE: A INTERNAL PRESS. COEFFICIENT: N/A COMPONENTS AND CLADDING DESIGN PRESSURES: ZONE I N/A ZONE 2 : N/A ZONE 3 : WA ZONE 4 : WA ZONE 5 : N/A GENERAL NOTES: I. TO THE BEST OF OUR KNOWLEDGE, THESE PLANS COMPLY WITH APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY AND IAA. 633 FLORIDA STATUTES. 2. AIA DOCUMENT 201 "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS' SHALL BE CONSIDERED PART OF THESE DOGUMENT5 AND SHALL GOVERN ALL WORK OF CONTRACTOR AND SUBCONTRACTOR 3. EACH BIDDER SHALL VI51T THE SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED. 4. ALL WORK SHALL BE IN ACCORDANCE WITH STATE, LOCAL, AND ALL APPLICABLE CODE5 AND ORDINANCES. 5. ALL DIMENSIONS SHALL BE FIELD VERIFIED, AND ALL ROUGH OPENING DIMENSIONS FOR WINDOW AND DOOR OPENINGS, EQUIPMENT, ETC.. 6. THE ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES OR DEVIATIONS FROM THESE PLANS UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT IN WRITING. 7. MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORD WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND IN CONFORMANCE WITH STANDARDS OF THE TRADE. B. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUSHOUT CON5TRUCTION. CONTRACTOR ASSUMES LIABILITY FOR DAMAGES INCURRED DURING cONSTRUcTION. q. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WITH ALL APPROPRIATE- TRADES. 10. CONTRACTORS SHALL PROVIDE ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE 57RESSE5 AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 11. TYPICAL DETAILS APPLY, WHETHER SPECIFICALLY REFERRED TO OR NOT IN THE DRAWINGS AND SPECIFICATIONS. 12. THE STARTING OF WORK BY ANY SUBCONTRACTOR SHALL BE CONSIDERED PRIMA FACIA EVIDENCE THAT HE HAS INSPECTED AND ACCEPTED ALL CONDITIONS INVOLVED IN HIS WORK AND FINDS THEM 5ATI5FACTORY. 15. THESE PLANS ARE THE PROPERTY OF THE ARCHITECT. THEY ARE AN INSTRUMENT OF SERVICE AND SHALL NOT BE RE -USED, REVISED, REPRODUCED, OR COPIED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. PROJECT NOTES: I. THESE DRAWIN95 ARE TO BE CONSIDERED A "CONTRACTOR'S PERMIT DOCUMENT', AND ARE NOT INTENDED TO COVER ALL AREAS OF CONTRACTURAL AGREEMENT BETYCEN OWNER AND THE CONTRACTOR. SPECIFIC MATERIALS, FINISHES, FIXTURE5ALLOWANGE5, ETC. NOT COVERED BY THESE PLANS SHOULD BE INCLUDED IN THE WRITTEN AGREEMENT BETNEEN THE OWNER AND THE CONTRACTOR EXISTING BUILDING NOTE: MI5 PROJECT 15 TO BE WN51DERED AN ALTERATION -LEVEL 2 PER THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING AND SHALL UTILIZE THE WORK AREA :OMPLIANCE METHOD PER SECTION 301.1.2 and C4APTER5 -7 AND 8 OF THE =LORIDA BUILDING CODE 20I1 - EXISTING BUILDING. RECEIVED P®1ttNttih6 Dplg so, I640* 4 tM REVISIONS NO. OEN 0 0) ".., N 't0 tp v°m ZaU odm LL3p 0a d q-1 = M L �I Z "J t • NON to CO "' a w. o N !le o s / + a•N H M 7 Vf(0 Q.. '^ Q O W cn W arm ova O 2" � N 0 a NmtL V u Z I f q-J--II LU V U k d LL V LLA —0 V U L0 NT UI -0 r > 0 _O > L LL —C _ (U T- o P^ J rV!V�J /1 U) 9 O O roo O 9�0. M 00 D M602, i9 �c < a� � J J W w Date: 12/22/2¢J Scale: 45 Noted Drawn: A-J.K._ Checked: A.JK. Job: 20820 Sheet Of 5 Sheets GENERAL NOTES: 5TRUGTURAL LIGHT GAGE 5TEEL 5TUD I. FABRICATION AND ERECTION SHALL BE PERFORMED IN AGGORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI), 'SPECIFICATIONS FOR THE DE516N OF COLD FORMED STEEL STRUCTURAL MEMBER50, LATEST EDITION. 2. ALL FRAMING MEMBERS SHALL BE GUT TO FIT SQUARELY. MEMBER5 SHALL BE HELD FIRMLY IN PLACE WITH V15E GRIPS or OTHER CLAMPS UNTIL PROPERLY FASTENED. PREFABRICATED SECTIONS SHALL BE BRACED TO ELIMINATE RACKING. 5. FRAMING MD43ER5 SHALL W CONNECTED WITH SGREAS. WIRE TYING OF FRAMING MEMBERS 15 NOT PERMITTED. 4. CHANNEL RUNNIRS 5HALL BE SECURELY FAWDIED TO SUPPORT MEMIBER5 AT A MINIMUM SPACING OF 24'. STUDS, SHALL BE SEATED SQUARELY IN THE CHANNELS WITH THE FLANGES AND WEBS ATTACHED. UNLESS NOTED OTHERWI5E. ALL 5GREW ATTACHMENTS SHALL BE A MINIMUM OF 5/8' FROM ALL EDGES AND SHALL L15E 5/6" 5-12 SCREWS. 5. SPLICES IN STUD MEMBERS ARE NOT PERMITTED. 6. ALL STUD5 LONGER THAN 6SHALL BE BRACED LATERALLY WITH ONE ROW OF 2" WIDE, 18 GAGE, FLAT STRAP BRIDGING AT MID SPAN. FASTEN TO INTERIOR STUD FLANGE FACE W/ (1) 68-I8 PAN HEAD 50RE N ® EACH STUD. STUD BLOCKING 0 STRAPS 15 REQUIRED 9 4'-O' MAX SPACING. 1. FRAMING MEMBMS MAY BE OUT WITH AN OXYACETYLENE TORCH OR, PREFERABLY, WITH A RADIAL ARM SAW. THE 5AW SHOULD BE FITTED WITH A 1/0' THICK,14' VIA. HIGH SPEED BLADE WITH 260 TO 300 TEETH. OF OR 5PEGIFIGATION FOR LIGHT GAGE 5TEEL FRAMING ASTM STANDARDS: I. STANDARD SPECIFICATION FOR STEEL SHEET, ZING -COATED (GALVANIZED) BY THE HOT -DIP PROCESS, STRUCTURAL (PHYSICAL) QUALITY. 2. STANDARD SPECIFICATION FOR STEEL DRILL SGRE^S FOR THE APPLICATION OF &YP5UM BOARD OR METAL PLASTER BASES TO STEEL STUDS FROM 0.053 IN. TO 0.112 IN. THICKNESS. B. STANDARD SPECIFICATIONS FOR LOAD BEARING (TRANSVERSE AND AXIAL) STEEL STUDS, RUNNERS (TRACK) AND BRACING OR BRIDGING FOR SCREW APPLICATION OF GYPSUM BOARD AND METAL PLASTER BASES. 4. STANDARD SPECIFICATION FOR THE INSTALLATION OF LOAD BEARING (TRANSVERSE AND AXIALJ STEEL STUDS AND RELATED ACCES550RIE5. 5PEGIFIGATIONS: 5. AMERICAN IRON AND STEEL INSTITUTE (AISI) "GOLD-FORMEV STEEL DESIGN MANUAL', LATEST EDITION. 6. MILITARY SPECIFICATION (MIL.5PW) MIL-P-21035. PAINT, HIGH ZING DUST CONTENT, GALVANIZING REPAIR 1. FEDERAL SPECIFICATIONS (FED. SPEC) FF-P-395-FIN, DRIVE, GUIDED AND PIN DRIVE, POWER ACTUATED (FASTENERS FOR FOYER ACTUATED AND HAND ACTUATED FASTENING TOOLS) FF-S-325. SHIELD, EXPAN510N, NAIL EXPANSION, AND NAIL, DRIVE SCREW (DEVICES, ANCHORING MASONRY). MATERIAL 8. 5: ALL STWS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, STEEL THICKNESS AND SPACING SHOWN ON THE PLANS. STUDS, RUNNERS (TRACK), BRACING AND BRIDGING SHALL BE MANIFAGTURED PER A5TM 5PECIFICATION CABS. 9. ALL GALVANIZED STUDS AND ACCESSORIES, (.05"* thick) 16 &A. OR HEAVIER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO TIE REQUIREMENTS OF ASTM A-60 WITH A YIELD STRENGTH OF 50 K91 AND AS SET FORTH IN THE Raised A151 'SPECIFICATION FOR THE DE516N OF COLD -FORMED STEEL STRUCTURAL ledge MEMBER5', LATEST EDITION. 10. ALL GALVANIZED STUDS AND AGGE550RIE5, 4.3 MIL OR LESS, SHALL BE does not LE%. , SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS apply. OF A5TM - A-653, W1TH A YIELD STRENGTH OF 33 K51 AND A5 SET FORTH IN AI51 'SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. II. ALL GALVANIZED STUDS AND ACCESSORIES SHALL HAVE A MINIMUM G-W COATING. 12. IN ACCORDANCE WITH AISI RIGID COLLATERAL FACING MATERIAL ATTACHED TO NON BEARING WALLS MAY BE CONSIDERED AS, ADEQUATE 5UPPORT OF MEMBERS AGAINST ROTATION. 13. PERFORATIONS WILL BE ALLOWED IN NEB OF STUDS ONLY, AT A MINIMUM EDGE DISTANCE OF 2'-0', A MINIMUM OF 4'-0' O/C AND IN STRICT A00ORDANGE WITH THE AISI "COLD FORMED STEEL DESIGN MANUAL', LATEST EDITION. EXECUTION: 14. PRODUCTS SHALL BE PROTECTED FROM CONDITIONS THAT MAY CAUSE ANY PHYSICAL DAMAGE. I I I7Y ARGFNTEG THEIR APPOINTED DEMOLITION LEGEND: OI CAREFULLY REMOVE EXISTING PARTITION AS REQUIRED FOR NEW LAYOUT. COORDINATE WITH ARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS. CAP S SAFE ANY EXISTING ELECTRICAL DEVICES TO THE ELECTRICAL PANEL OR THE NEAREST ACCE5518LE JUNCTION POINT. TAKE CARE TO MINIMIZE DAMAGE TO EXISTING STRUCTURE AND FINISHES TO REMAIN. 2OCAREFULLY REMOVE EXISTING TRANSACTION WINDOW AND PARTITION AS REQUIRED FOR NEW TRANSACTION WINDOW. COORDINATE WITH ARCHITECTURAL PLANS, NEW TRANSACTION WINDOW SPECIFICATIONS, AND ACTUAL FIELD CONDITIONS. TAKE CARE TO MINIMIZE DAMAGE TO EXISTING, STRUCTURE AND FINISHES TO REMAIN. OCARERULLY REMOVE EXISTING DOOR AND FRAME. TAKE CARE TO MINIMIZE ANY DAMAGE TO EXISTING STRUCTURE AND FINISHES TO REMAIN. 4OCAREFULLY REMOVE EXISTING COUNTERTOP. TAKE CARE TO MINIMIZE ANY DAMAGE TO EXISTING STRUCTURE AND FIN151 lE5 TO REMAIN. SOCARERULLY REMOVE EXISTING WORKSTATIONS, FILE CABINETS, AND FURNITURE, AND EQUIPMENT. CAP AND SAFE ANY ELECTRICAL, DATA, AND TELEPHONE LINES AS, REQUIRED. COORDINATE WITH OWNER'S ON -SITE REPRESENTATIVE TO DETERMINE EXTENT OF ANY REUSE OF EXI5TIN& ITEMS AND STORAGE OF SAME. TAKE CARE TO MINIMIZE DAMAGE TO EXISTING STRUCTURE AND FINISHE5 TO REMAIN. 6: (NOT SHOW CAREFULLY REMOVE EXISTING FLOORING AS REQUIRED. COORDINATE WITH ARCHITECTURAL PLANS, OWNERS REPRESENTATIVE, AND ACTUAL FIELD CONDITIONS. TAKE CARE TO MIMIMIZE ANY DAMAGE TO EXISTING STRUCTURE AND FINISHE5 TO REMAIN. O(NOT SHOWCAREFULLY REMOVE EXISTING METAL CEILING, GRID AND ACT CEILING TILES AS REQUIRED. COORDINATE WITH ARCHITECTURAL PLANS, OWNERS REPRESENTATIVE, ACTUAL FIELD CONDITIONS, AND MEP PLANS 4 OTHERS. TAKE CARE TO MINIMIZE ANY DAMAGE TO EX15TR5 STRUCTURE AND FIN15HES TO REMAIN. O(NOT SHOW CAREFULLY REMOVE EXISTING CEILING, LIGHTINS FIXTURES AS REQUIRED. COORDINATE WITH ARCHITECTURAL PLANS, OWNERS REPRESENTATIVE, ACTUAL FIELD CONDITIONS, AND MEP PLANS by 0114ER5. TAKE CARE TO MINIMIZE ANY DAMAGE To EXISTING STRUCTURE AND FINISHES TO REMAIN. GENERAL DEMOLITION NOTE: ALL CARE HAS BEEN TAKEN TO DENOTE EVERY ASPECT OF THE DEMOLITION, HOWEVER, ANY OTHER DEMOLITION REQUIRED EITHER BY FIELD CONDITIONS OR THE NEW LAYOUT and/or THE RENOVATIONS AS DEPICTED IN THE PLAN 15 TO BE CONSIDERED A PART OF THIS DEMOLITION CONTRACTOR TO CAREFULLY COORDINATE ALL DEMOLITION WITH THE FIELD CONDITIONS, NEW PLANS, AND THE OWNERS REPRESENTATIVE. CONTRACTOR TO TAKE CARE TO SHORE UP AND PROTECT ANY STRUCTURES, FINISHES, AND ADJACENT AREA5 TO REMAIN AS REQUIRED AND TO MINIMIZE THE DAMAGE TO ANY STRUCTURES or FINISHES TO REMAIN AS PART OF THE NEW LAYOUT and RENOVATIONS. ROXBURY TRANSACTION WINDO `, • Y2" Polycarbonate window panels • Baffles channel speech through the window for natural speech transmission Acoustics surrounding the window are treated for excellent speech intelligibility 15. IT SHALL BE THE R RMIt 5 B L THE T PERSONNEL TO DETEERMINE WHAT 15 DAMAGE (EEG RUSTED DENTED BENT -' SPEECH PATH OF TRAVEL OR TWISTED). ANY DAMAGED MATERIAL SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY. INSTALLATION: GENERAL 16. LIGHT GAGE STEEL TO LIGHT &AGE STEEL CONNEGT10N5 SHALL BE ACCOMPLISHED WITH SELF-DRILLIN& 50REW5. 11. TRANSVERSELY LOADED STUDS NEED NOT 51T SQUARELY IN TRACKS BUT MUST BE ATTACHE TO THEM WITH THE EXCEPTION OF SLIP CONDITIONS. 18. AXIALLY LOADED STUDS, 5HALL BE INSTALLED SEATED SQUARELY (WITHIN 1/16') AGAINST THE NO PORTION OF THE TOP AND BOTTOM TRACKS. 14. CUTTING OF STEEL FRAMING MTMBERS MAY BE ACCOMPLISHED WITH A SAW OR PUBLIC 5HEAR TORCH CUTTING OF LOAD BEARING MEMBERS 15 NOT PERMITTED. SIDE 20. UTILIZE TEMPORARY BRACING AS REQUIRED AND KEEP IN PLACE UNTIL WORK 15 - - - - PERMANENTLY STABILIZED. EMPLOYE 21. BRIDGING SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. SIDE 22. DIAPHRAGM RATED SHEATHING MATERIALS MAY BE SUBSTITUTED FOR BRIDGING AT NON BEARING WALLS AND SHALL BE INSTALLED PRIOR TO LOADING THE 25. PALL. WALL TRACK 5HALL NOT BE USED TO 5t"ORT ANY LOAD UNLESS OM16N W FOR THAT PURPOSE. 24. HOLES SHALL NOT BE GUT INTO FRAMING MEM18ER5 MLE55 APPROVED BY THE! ARCHITECT. -- 79" DEEP PUBLIC WRITING SURFACE 12" THICK X 4" WIDE POLYCARBONATE SOUND BAFFLES �.� V2" THICK X 2M7" WIDE POLYCARBONATE CENTER PANEL 2" WIDE VERTICAL SOUND TRANSMISSION OPENING -- BARRIER WALL W-V' WIDE X T-(r TALL X 12" THICK POLYCARBONATE GLAZED TRANSACTION WINDOW AND CASEMENT CABLE MANAGEMENT GROMMETS 1" DIAMETER X 1 1?' DEEP STANDOFFSEPARATORS ADJUSTABLE HEIGHT EMPLOYEE 25. SPLICING OF AXIALLY LOADED MEMBERS SHALL ONLY BE PERMITTED BY WORK SURFACE DIRECTION OF THE ARCHITECT. 26. AL16N TRACK ACCURATELY AT SUPPORTING STRUCTURE AND FASTEN To STRUCTURE AS SHOWN IN THE DRAWINGS. Speech Path of Travel TRANSACTION WINDOW PLAN - 5 p 21. WHERE SPLICING OF TRACK 15 NECESSARY BETWEEN STUD SPACING, A PIECE Not to Scale OF STUD 5HALL BE PLACED IN THE TRACK AND FASTENED WITH TWO SCREWS PmTRACY., PER FLANGE (e TOTAU. 55A AREA TRANSAGTI ON NI NPON DETA I L5 PA51'ENING6 AND ATTACHMENTS: 25. STEEL SELF DRILLING 50REW5 SHALL BE THE MINIMUM DIAMETER INDICATED ON OS 56 19 -Transaction Windows SCALE N.T.S. THE PLANS. PENETRATION THRO*H JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXP05M THREADS. 29. SCREWS SHALL HAVE A PROTECTIVE COATING AT LEAST EQUIVALENT TO 1. General Requirements CADMIUM PLATING (A5TM A-165 TYPE 1,15) FOR USE IN EXTERIOR ASSEMBLIES. A. Aluminum window frame by Demountable Partition System manufacturer, TOLERANCE'" 30. VERTICAL ALIGNMENT (PLAN. OF STUDS SHALL BE WITHIN I/960TH factory painted with high performance coating (I/8" IN THE SPAN. B. Mount 5'-6'AFF, see FEIBW and PWBW section drawings for detail. 31. HORI10'-0ZONTAL HORIZONTAL ALIGNMENT (LEVEIJ OF WALL SHALL BE WITHIN I/960TH LI C. Provide minimum "bite', extend the I carbonate window glazing into the frame to ensure PD Y 9 9 (1/6' IN 10'-0") OF THEIR RE5PEGTIVE LENGTHS. that it doesn't pull out when force is applied to the surface. 52. SPACING OF STUDS SHALL NOT BE MORE THAN + OR - 116" FROM THE DE5161ED D. Comply with UL 972 Standard for Burglary Resisting Glazing Material SPACING PROVIDING THAT TIE CUMULATIVE ERROR DOES NOT EXC® THE E. 117 x 36" tall thick fixed Abrasive Resistant polyrarbonate side panels REQUIREMENTS OF THE FINISHING MATERIAL5. F. Offset Ei' thick x V-8" wide Abrasive Resistant poycarbr ate center panel (minimum 1-ItT clear space) G. 1/2" thick X 4' wide Abrasive Resistant poycarbonate 1 -4 -ldicular soundibrace wings H. 1" diameter abrasive resistant poycartwnate panel " Landoffs, itached to panels with Tone flat head countersunk stainless steel screw J. Provide an abrasive and chemical resistant coati: , or A poycarbonate products. K. Acceptable products or approved equal: a) Total Security Solutions Bafff - nsacb. Window b) Amortex Baffle Transaction W Ida+ 12 21 23 - Transaction Window Blinds 1. General Requirements A. Commercial grade (premium quality) roller shade B- Fabric 1)100% polyester (PVC free) 89% recycled content. 2) Weight 5.87 ortsq yd, 3)1% openness factor 4) NFPA 701-99 TM#1 fire classification C. Reverse Roller as indicated on typical transaction window details. D_ Manual Operation (cost -saving option): 1) Heavy Duty Stainless Steel chain, 115 lb pullout rating 2) Basis of Design - Hunter Douglas Contract, RB500 Heavy Duty E. Lifetime Limited Warranty. Fabrics warranted for 5 years_ Specific product warranties available from manufacturer or its authorized agent. F. Note: Provide Structural backing for mounting of window blind hardware �S _IWS IWS 4 1 L X EXIST. EXIST. MULTI -PURPOSE IVT (MINOR WORK IN (MINOR WORK IN THI5 AREA) THIS AREA) R WJ� On jj IRIS IWS IWS / LAYS. HC STALL EXIST. LAYS. 0 0 EXIST. EXIST. MOP 51 O HI -LOW D.F. N � 161 lil 56 nr-al nr-a MA-01 Telephone Board U I PJ EXIST. EXIST. EXIST. ADM OFFICE ADP RM. MGR. OFFICE (MINOR WORK ¢ U(MNOR WORK IN (MINOR WORK IN THI5 AREA) J 'THI5 AREA) IN THI5 AREA) 1M Z (NO WORK IN THIS AREA) LP FAX I PERMIT SET I 12/22/20 EXIST. ELECT. RM. (NO WORK IN THIS AREA) f=*=z- =a 1mr - _ O _ nD I STOR. RM. ' li�l I � Iliil �I 1 Dill <_ WORK STATIONS (TO BE REMODELED) 2 10-r" NV-BI 10-Au - _ I --- Yr EXIST: PRIV. V EXISTING o i of FEI AREA MTG. RM. i (TO BE REMODELED) O (TO BE 10-r ___-- REPURPOSED) 10-AM EXISTINGI ; 60 - RECEPTION so J-01 nr-01 nr-01 e3, +$eu`a.3saf}1 F9' A hA hA -_.h(i- hA hA h E 01 i �(t`- '-�- �. -_ l'--may---�4-:_-K LP Wa DAM Desk A hA hA h A hA M hA hA hA - -h M 4- hA hA LP ;moo ��o A- o o o � Yn 'EXIST.t ��LA rt -I'u 'H'A �'�:.: YA. A._ {'� ... h EXIST. '�-� •��. Y Irl�h x ; - awn Y w kyn�Y }-. M a 72 5-L .� ri'i oFIC. T.R _- a HC. T.R e ti (MINOR WORK (MINOR WOK _ _ _ IN THIS AREA) IN THI5 AR�� 3. r ; o T a= o 0 . z 2 0 u O 4 EXIST. EX15T -4 EXISTING EXIST. EXIST. W AC EXIST. HI -LOW FEI AREA (TO BE REMODELED) LAV. LAV. Eill ® ® ® O EXIST. LOBBY EXIST. ENTRY (MINOR WORK IN THIS AREA) 1 (NO WORK IN I ---------THI5 AREA) LAN TLF1 KJ 01E1s'' v 2 aw Q ®Z W 4 LU y a o " oO3 k1IY __M k12�L_ 4 4 C EXISTING FEI AREA (TO BE REMODELED) Pi 12I'-4"(EXISTIN&)(VMIFY IN FIELD) EXISTING / DDMOL I TI ON FLAN 50ALE : 1/0" = I'-O" REVISIONS NO. fD E N 0)0In n OW cm• f0 Min lC w y T7 U (V 'CCU m LL3m Oa m U -d -..Z Q >t. N �_ ro a ro ~YN i� W4 I�1 W C Y a Q I Q W (I) to • N Y Q Z V Ir I- cD . U F T7 o am I cc M .0 U m M04o � N O Q NL7LL V 1 ® I LL I LLI 11__I z o IS) z pXp awe D- L J NT < v I ^v, 0 W _O U . LL U .E aj 0 - J c 0 1..L 3 /z co Ns2� r YQ Q U qJ W J Date: 12/22/20 Scale: As Noted Drawn: A.J.K. Checked: AJK- Job: 20820 Sheet A Of 5 Sheets 911 00 0 DOOR SCHEDULE DOOR TRANSOM SIDELIGHT NOMINAL 512E NOMINAL SIZE NOMINAL 512E DOOR DOOR HARDWARE DOOR DOOR FIRE DOOR MARK (WIDTH x HEIGHT) (WIDTH x HEIGHT) (WIDTH x HEIGHT) 5TYLE/TYPE MATERIAL TYPE/USEAGE FRAME THRESHOLD RATING REMARKS WA WA �CORE WOOD *SEE RE NOTE 01 NOOD WA WA�OD O 5'-0"xi'-0" WA WA CORE 5� WOOD *SEE RE WOOD WA WA D NOTE #2 O 51-01IXT-0" WA WA SUSIHD CORE WOOD � RE W00D WA WA � O4 5.-O"XT-ON WA WA SOLID CORE WOOD WOOD WA WA LUSH WOOD NOTE *4 O O DOOR ®EXISTING (TO REMAIN) I. STOREFRONT CONTRACTOR TO PROVIDE SHOP DRAWIN65 FOR APPROVAL FOR ALL STOREFRONT UNITS. 2. ALL LATCHING HARDWARE SHALL BE "LEVER" TYPE TO COMPLY WITH ADA AND FBG 2011 REMIREMENT5. 5, ALL DOOR STYLES AND HARDWARE AS SELECTED BY OWNER. HA S: I. PROVIDE SIMPLEX COMBINATION LOCK INSTALLED ON PUBLIC SIDE WITH CLOSER, AND 6"x56" OBSERVATION GLA55. 2. PROVIDE SIMPLEX COMBINATION LOCK INSTALLED ON PUBLIC 5IDE (INSIDE SSR) WITH CLOSER, AND b"X56" OBSERVATION GLASS. 5. PROVIDE 51MPLEX COMBINATION LOOK INSTALLED ON PUBLIC 5IDE WITH CLOSER, AND 6"X56" 055ERVATION GLASS. 4. PROVIDE PASSAGE HANDLE WITH 61-05ER, AND 6"x56" OBSERVATION GLASS. WINDOW SCHEDULE WINDOW TRANSOM SIDELIGHT NOMINAL 51ZE NOMINAL 51ZE NOMINAL SIZE WINDOW WINDOW WINDOW WINDOW MARK (WIDTH x HEIGHT) (WIDTH x HEIGHT) (WIDTH x HEIGHT) TYPE MATERIAL FRAME REMARKS ® *3' 4"x3'-O" WA WA SEE DETAIL SEE DETAIL SEE DETAIL A AREA TRANSACTION WINDOW NERIFY SPECS WITH (VERIFY) (VERIFY) (VERIFY) 55A REPRE5ENTATI WA WA SEE DETAIL SEE DETAIL SEE DETAIL A AREA TRANSACTION WINDOW NERIFY SPECS WITH (VERIFY) (VERIFY) (VERIFY) 55A A'n WA WA FIXED GLASS ALUM. / GLASS ALUM. *SILL O 42' A.F.F. OD *3'-05a.-ON WA WA FIXED GLASS ALUM. / CLASS ALUM. *SILL ® 42' A.F.F. *51LL ® 42" A.F.F. O *4'-O"xB'-0" WA WA FIXED GLASS ALUM. / GLASS ALUM. (PROVIDE BLINDS PER SSA REWIREMENT5) O *26'-IO'x4'-O" WA WA FIXED GLASS ALUM. / GLASS ALUM. *HEAD O T-ON AFF. ® EXISTING WINDOW (TO REMAIN) I. GONTRAGTOR TO PROVIDE SHOP DRAWINGS F`OR APPROVAL FOR ALL INTERIOR STOREFRONT WINDOWS. 2. GONTRAGTOR TO PROVIDE FLORIDA PRODUCT APPROVALS FOR ALL EXTERIOR WINDOWS. INTERIOR WALL AND FINISH CLASSIFICATIONS PER TABLE 805.41 FBG 201T GROUP B AREA5: INTERIOR EXIT STAIRWAY$, INTERIOR EXIT RAMPS, AND EXIT PASSAGEWAY5: CLA55 A CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS: GLASS B ROOM FINISH SCHEDULE LOCATION FLOOR BASE WALLS CEILING CEILING FIGHT REMARKS EXISTING EXISTING EXISTING EXISTING EXISTING II'-4" ENTRY (TO REMAIN) fT0 REMAIN) (TO REMAIN) (TO REMAIN) (EXISTJN.I.F) EXISTING LUXURY VINYL TILE VINYL *EXI5TING *EXISTING q'-ON * PATCH TO MATCH EXISTING LOBBY (AS SELECTED) (AS SELECTED) (TO REMAIN) (r0 REMAIN) (EXIST".I.P) FINISHES (A5 REWIRED) EXISTING LUXURY VINYL TILE VINYL *EXISTING *EXISTING q'-O" * PATCH TO MATCH EXISTING RECEPTION AREA (AS SELECTED) (AS SELECTED) (TO REMAIN) (TO REMAIN) (EXISTXV.I.F) FINISHES (A5 REQUIRED) EXISTING NON-5KID CERAMIC CERAMIC TILE CERAMIC TILE *EXISTING q'-O" * PATCH TO MATCH EXISTING HC BATHROOMS TILE (AS SELECTED) (A5 SELECTED) AS SELECTED) (TO REMAIN) (EXIST)(V.I.P) FIN15HE5 (A5 REQUIRED) EXISTING LUXURY VINYL TILE VINYL *EXISTING *EXISTING q'-0" * PATCH TO MATCH EXISTING FEI AREAS (A5 5ELECTED) (AS SELECTED) (TO REMAIN) (TO REMAIN) (EXISTYWr-) FINISHES (A5 REQUIRED) NEW CARPET TILE VINYL GYP. BIRD. 2'x2' A.G.T, q'-O" 5SR (A5 SELECTED) (AS SELECTED) (PAINTED) (WHITE GRID) (FASTJ(V.IFJ WORKSTATION CARPET TILE VINYL *EXISTING *EXISTING W.-ON * PATCH TO MATCH EXISTING AREAS (AS SELECTED) (AS SELECTED) (TO REMAIN) (TO REMAIN) (EXISTXV.IFJ FINI5HES (As REQUIRED) EXIST. *EXI5TING *EXISTING *EXISTING *EXISTING q'-O" * PATCH TO MATCH EXISTING JANITORS ILO. (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (EXIST)(V.IF) FINISHES (AS REQUIRED) EXIST. WOMENS *EXISTING *EXISTING *EXISTING *EXISTING q'-O" * PATG4 TO MATG4 EXISTING BATHROOM (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (EXISTXV.I.F) FINISHES (AS REQUIRED) EXIST. MENS *EXISTING *EXISTING *EXISTING *EXISTING q'-0" * PATCH TO MATCH EXISTING BATHROOM (TO REMAIN (TO REMAIN (TO REMAIN) (TO REMAIN) (EXISTXV.I.F) FIN15HE5 (A5 REQUIRED) EXISTING LUXURY VINYL TILE VINYL *EXISTING *EXISTING q'-ON * PATCH TO MATCH EXISTING MULTI-PURP05E RM. (AS SELECTED) (AS SELECTED) (TO REMAW (TO REMAIN) (EXISTXV.I.F) FINISHES (AS REQUIRED) EXI5TINC CARPET TILE VINYL *EXISTING *EXISTING q'-Op * PATCH TO MATCH EXISTING IVT (A5 SELECTED) (AS SELECTED) (TO REMAIN) (TO REMAIN) (EXISTXV.IFJ FINISHES (AS REQUIRED) EXIST. CARPET TILE VINYL *EXI5TING *EXISTING q'-0" * PATCH TO MATCH EX15TINS ADM OFFICE (A5 SELECTED) (AS 5ELEGTED) INTO REMAIN) (TO REMAIN) (EXISTXV.I.F) FINISHES (AS REQUIRED) EXISTING *EXISTING *EXISTING *EXISTING *EXISTING qb" * PATCH TO MATCH EXISTING ADP ROOM (TO REMAIN) (TO REMAIN) (TO REMAIN) (110 REMAIN) (EXISTXV.IF) FINISHES (AS REQUIRED) EXIST. CARPET TILE VINYL *EXISTING *EXISTING W-0" * PATCH TO MATCH EXISTING MANAGERS OFFICE (AS SELECTED) (AS SELECTED) (TO REMAIN) (TO REMAIN) (EXIST)MIP) FINISHES (AS REWIRED) EXIST. *EXISTING *EXISTING *EXI5TING *EXISTING q'-O" * PATCH TO MATCH EXISTING MECHANICAL (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (EXIST)MIF) FINISHES (AS REQUIRED) EXIST. *EXI5TING *EXISTING *EXISTING *EXISTING q'-O" * PATCH TO MATCH EXISTING ELECTRICAL (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN (EXI5T)(V.IF) FINISHES (AS REQUIRED) RENOVATED VINYL TILE VINYL GYP. BRD. 2'x2' A.G.T. q'-O" STORAGE ROOM (A5 5ELEGTE7) (AS SELECTED) (PAINTED) (WHITE GRID) (EXISTJN.I.FJ FINISH I. INTERIOR WALL < CEILING FINISHES MAY BE GLASS "A", "B", or "C" AS SELECTED IN ACCORDANCE WITH NFPA 101 and FLORIDA FIRE PREVENTION CODE SECTION 102 (LATEST EDITIOW and CHAPTER 8 OF THE FLORIDA BUILDING CODE, 6th. EDITION (201R). 2. INTERIOR FLOOR FIN1511 MAY BE CLASS "I" or "II" AS SELECTED IN ACCORDANCE WITH NFPA 101 and FLORIDA FIRE PREVENTION CODE SECTION 10.2 (LATEST EDITION) and CHAPTER 8 OF THE FLORIDA BUILDING CODE, 6th. EDITION (201-U. 5. CONTRACTOR MAY (AT OWNERS DISCRETION) REPLACE ANY OF THE FINISHES DENOTED HEREIN 50 LONG A5 THEY MEET OR EXCEED THE SPECIFICATIONS OF GENERAL NOTES #I and #2 ABOVE. zmvp �K< .Ill N .n U) Lu 3 Lu V W OT PERMIT T 12/22/20 F OFOSED FLOOR FLAN SCALE : 1/5" = 1'-0" EXISTING CONCRETE SLAB MOISTURE PROOFING NOTE: ALL EXISTING INTERIOR CONCRETE SLABS SHALL BE GLEANED AND PREPARED PER MANUFACTURER'S SPECIFICATIONS FOR THE APPLICATION OF THE FOLLOWING PRODUCTS TO F3E INSTALLED PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIUON5: I. ARDEX MG RAPID ONE GOAT M015TURE CONTROL tq "AKDEX ENGINEERED CEMENTS" and 2. ARDEX FEATHER FIN15H SELF DRYING, CEMENT-13A5ED FINISH UNDERLAYMENT by "ARDEX ENGINEERED CEMENTS" REVISIONS NO. AjVp"f0 E N CD0� n 00 N .0 L (, L 6 V 0 01 •L 0 °gym ILL CC OQ m U —_ a 2 Z >L� �0 ~ W Y N "aa W ® 4 NmQ z V ~ V fD v ,- m W 0 V). W ov¢ mN'O �.. 'x♦ v •L. cc 0 Q NMLL D— LLJ ® - f L N ^ ) ® M D— 0 N L0 NT M t �./ / !� �\O o LL LO C: TT0) O �� J VJ 0 CDL- CL L.L co �U a W G7 Date: 12/22/20 Scale: As Noted Drawn: A.JK Checked: A.JK. Job: 20820 Sheet Of $ Sheets am GENERAL INTERIOR FINISH NOTES (SSA AREA): I. All reception area and all FEI area windows are designed for sit-down service. Please refer to specs in the 59A Special requirements document. Drywall under the counter and under the chair rall on privacy partitions should be covered with a material to protect against scratches, dents and shoo marks. Wndow openings should be centered between partitions on the public side. Each FEI and reception window opening will be flush with the counter. Window shades should be installed at each reception and FEI window (refer to provided specs). 2. Interior observation windows are required in the manager's office, assistant manager's office, and the shared services room. See local manager for mini -blind color selection. 3. Cabinets with a kitchen type sink (hot and cold running water) which must be wheelchair accessible should be provided in the NNlti-Prpose Room. The cabinets should be at least 9 foot minimum, with shelving, drawers, and matching overhead cabinets. A garbage disposal, paper towel dispenser and soap dispenser should be provided as well. 4. All walls surrounding the Multipurpose Room, and IVT Room should have a minimum Sound Transmission Coefficient (5TG) of 45 or better. The door and frame construction shall be designed to meet the sane 5TG requirement of the surrounding walls. 5. Required light levels 4 lighting fixtures are detailed In the Agency Specifications 4 Requirements. (Witten approval by SSA is required prior to Implementing changes to these requirements. A separate light switch should control the receptionMEI area so these lights can be turned off when not in use. iWitten approval by SSA is required for any changes. A master switch for lighting In the main office area mist be installed at the employee entrance. 6. In addition to the required lighting provided in the IVT room, can lighting should be provided around the perimeter of the room. These lights should be controlled by a dimmer switch located In this room. 1. Supplemental separately zoned HVAG units are required in the Interviewing areas, the reception area, and the IVT roan. Separate thermostats are required in each of these rooms for temperature control Independently from the main office. 8. Walls surrounding vestibule should be glass for increased visibility. 9. Skgnage is required at each Reception 4 Interviewing window (on both sides) - as well as signage directing customers to interviewing windows (selection will be made by 55A manager). 10. A I/8' Plexiglass shield (kick -plate) shall be mounted underneath each counter on the public side for each interviewing window opening. This applies to the reception room interview whhdows and the front -end interviewing window openings. 11. Shared Services Room should have on observation window, measuring 4' wide by 3' high installed 42' above the finished floor. Window blinds shall be provided. a w U_ �I UNDERSIDE PF ROOF STRUCTURE LONG LEGLIP TRACK ATTACHED L TO ROOF 5 IWIURE W PON€R N 0 ACTUATED ASTEWRS ® 48' O.G. A to j ATTACH 3-1 2" 20 GA. STEEL STUD LL TO PARTIT10 AND STRUCTURE z ABOVE A5 IRFD 0 W-O" OO. LL fY LAY -IN ACOUSTICAL GEILING E z METAL GRID SYSTEM WHERE INDICATED (SEE FIN15H 5GHEDU-0 X Q O T: 18 &A. STEEL STUDS ® 24" IL O.O. NU 1/2, 6YF9UM BOARD ON w EACH SIDE (MAX. HEIGHT W-4' AFF) In W FEA 50M ATTENUATING INSU AnoN (B OPrIONAU 6ALV.STEEL BOTTOM TRACK ATTACHED TO 00WRETE W/ PONR ACTUATED FASTENERS ® 48' or'. fi"i'f=. INTERIOR V�ALL S O7ION INTERIOR PARTITIONS WHERE PARTITION SCALE N.T.S. EXTENDS TO GEILING (VERIF)' IN FIELD) CONT. 3-I 20 &A. WU NER T�K -- C"S 3-1/2' 20 STEEL 57W DIAGON& 9RAGN6 6 ' O.G. (TYPIGAU LAY -IN ACOUSTICAL GEILING 4 METAL &RID SYSTEM N4M INDICATED (SEE FIN15H SCNFD W 3-1/2' 20 &A. STEEL STUDS o 24' OO. fU 1/2' GYPSUM BOARD ON EACH 51DE (MAX. HEIGHT 17-0' AF.F) FEW 50UND ATTENUATING FIBERCsL A_% IN5ILATION (OPTIONAL) SAW STEAL BOTTOM TRACK ATTACHED TO CONCRETE NU PONQR ACTUATED FASTENERS 0 450 OO. TY . INTERIOR VEAL L SEOTI ON INTERIOR PARTITIONS WHERE PARTITION SCALE: : N.T.S. DOE5 NOT EXTEND TO FLOOR or GEILING LIFE SAFETY LEGEND: SYMBOLS ELECTRICAL ROOM NAME tVG 220 AREA IN 50. FT. FIRE VALVE CABINET OCCUPANT FACTOR FEG FIRE EXTINGUI5HER CABINET O (SF/ PERSON I OCCUPANT LOAD WALL MOUNTED FIRE EXTINGUISHER #X XX.X" MINIMUM EGRESS WIDTH (LOAD x O.2) FDV FIRE DEPARTMENT VALVE MINIMS) O. OF EXITS Y (+ XX.X") ADDITIONAL LOAD EXITING j-1 —D EMERGENCY EXIT LIGHT WITH THROUGH INTERVENING SPACE Q BATTERY BACKUP OR FLOOR ABOVE OCCUPANT LOAD EXITING EGRESS WIDTH PROVIDED MINIMUM WIDTH REQUIRED (LOAD x 0.2) EXIT PATH { EXIT SIGN FIRE EXTINGUI5HER NOTE: FIRE EXTINGUISHERS AS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL AND PR\/IDE FIRE EXTINC505HER5 OF THE SIZE AND TYPE AND IN THE LOCATIONS AS PER F.B.G. SECTION q0b AND NFPA 10 AND AS DESIGNATED BY THE LOCAL FIRE MARSHAL. FIRE EXTINGUISHER TYPE NOTE: ALL NEW / EXIST. FIRE EXTINGUISHERS SHALL BE TYPE 2AIOBC UNLESS OTHERWISE REQUIRED BY F.B.G. SECTION q06 AND NFPA 10 OR AS DIRECTED BY THE FIRE MARSHAL. EMERGENCY AND EXIT LIGHT NOTE: SEE ELECTRICAL LIGHTING PLANS (by OTHERS) FOR THE LOCATIONS OF ALL EMERGENCY AND EXIT LIGHTING FIRE ALARM NOTE: SEE SHOP DRAWINGS by FIRE ALARM CONTRACTOR FOR EXACT LOCATION OF F.A.G.P., FIRE ALARM, and STROBE LOCATIONS (by OTHERS) 150 430635 I I i, lull / OJb (a) (b) 2e0 (a) (b) elevation plan elevation plan FIGURE 306.2 FIGURE 306.3 TOE CLEARANCE KNEE CLEARANCE KNEE TOE GLEARANGE DETAIL SCALE N.T.S i9 EXIST. MULTI -PURPOSE 4 a EXIST. WOMEI TOILET RM. e 0 e y IWS IWS IWS 18'-10" EXIST. IVT IWS IWS IWS �'alii !If'lil� !1 42'-5' EXISTING F.E. n FEI AREA 4 ao Vi Ui 4'-0° Telephone Board IW1 DP EXIST. EXIST. M OFFICE z DP RM. J j (V LP 0 6 L L 32W (IN Gill ro- PERMIT SET I 12/22/20 141 10' 6' y ILFj EXIST. 3'-b° ELECT. RM. EXIST. MGR. OFFICE r nna Rnx tr 1°� °i i° 41 40 .g 10-tln rvtl-01 gy, pm. mtl-Ol rvtl-01 A I 'o it■I II■{M■ `� mill I w� OFFICE AREA 15,?19 EXISTING EXISTING R 100 RECEPTION FEI AREA 158 LP 2 31.6" d Wo � WARD qNrla `EXIST. _ — EXIST. HC. T.R. HC. T.R. - EXIST. �9 EXIST. LOBBY T2O' 15b' ENTRY I I I ■ STORAGE ROOM IVIA Fun i mroe ERMM 7'-2" 6'-II' li Iml I Ly ; 1�1t��lll ® I C; ® I 10 10'-4' LP F.E. LP 9 LIFE SAFETY PLAN SCALE 1/0" = 1'-0" REVISIONS NO. 0)0N sow n U ID ' cm. 10 roman row h7 U d 'Zoo 00m LL 3 Er a 00 —+ Z y .c Z N U N W 0 +'rom ~aa W W Y 0 �a0 _W Uto + d•N a V co (o a , aMi W I W ovix _ (ANTS MIL a N?SLL EIL LIA I.0 UD Cn co n� VJ >1 O >: LL. �0 V J = O J � �- O _CL00a. M Cco ID a �c Q U J a J W Date: 12/22/20 Scale: As Noted Drawn: A.J.K Checked: A.J.K. Job: 20820 Sheet 4 Of Sheets +� a PERMIT SET 12/22/20 85"(MINJ 85"(MINJ TANK or 16"-IS' I6 -18" 60' MIN O IN EI� \` O FLUSH TYPE TILT 30"x48' CLEAR c o m �� v �i MIRROR b' (MIN) 30"x48" CLEAR b (MIN) o FLOOR SPACE AT FLOOR SPACE AT R 12 24" (MIN) LAVATORY ITH SECTION 12' 24 (MINJ LAVATORY HiSEGTION l _ O I6"-18" �j 4" BACK �i M T COMPLY PLY O TO WALL, o SPLASH _(MIN) 505 F.A.G. 201-1 (MINJ 505 F.A.G. 201'1 1 ' � �1� 1I '' o � o o _ J 48 min v e ®— v v v o 1220 (MIN)= i (MIN)- 30 min 1 i i r- i i r- 760 - . - P.T. FEM. DRYER FEM. T.P. WATER URINAL F ASH ROBE TOWEL LAVATORY (a) (b) fL -1 NAPKIN NAPKIN NAPKIN CLOSET w O� W.G. HOOK BAR H/G ONLY z forward parallel v z W/WASTE DISPENS. DISPOS. o FIGURE 305.5 O POSITION OF CLEAR FLOOR OR GROUND SPACE iv i i n m iv h NOTE: / i i i t a 1. ALL DIMENSIONS AE ABOVE FINISHED FLOOR (AFF). z 2. ALL TOILET PARTITIONS ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE �V L_J___—___ J �V L�1_—__—__f—J N� —.- -. __. i n n I, —/-- —� - - - m CV o ®I -O AFF, AND TOPS OF DOORS AND SIDES OR BE ®5'-l0 AFF. 3. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2". i ✓ i 1 11 4. PROVIDE 1 1/2" OF CLEARANCE BETWEEN THE RAIL AND THE WALL. - -----_ -- ---J' S. GRAB BARS SHALL BE ABLE TO SUPPORT NOT LE55 THAN 2501b. MIN. CLEAR FLOOR SPACE CLEAR FLOOR SPACE A cO r II U � 6. TILT MIRROR AT H/G TOILET AREA ONLY. AT WATER OL05ET AT WATER CLOSET SECTION 604.5.I SHALL COMPLY WITH CT � Z WITH SECTION 604.3.1 ij�J "-_-` Ir�J i m InLL ..... n HANDIGAP DESIGN GRITERIA 32" (MIN) 36 min 915 FIGURE 505.7.1 — GLEAR FL. MANEUVERING CLEARANCE IN AN ALCOVE, SPACE IN NEW CONSTRUCTION, A LAVATORY SHALL BE PROVIDED WITHIN THE TOILET COMPARTMENT FORWARD APPROACH THE LAVATORY SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET t7 F- — — — — — — — SEE ABOVE DIAGRAMS FOR THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET WATER 8 DRAIN LINES TO m xx INSULATED OR OTHERWISE I THE LOCATION SHOWN FOR THE LAVATORY 15 ONLY ONE OF MANY P05515LE LOCATIONS WITHIN THE ACCESSIBLE TOILET COMPARTMENT X_ p Q m z CONFIGURED TO PROTECT THAT WATER CLOSET SHALL BE LOCATED IN THE CORNER DIAGONAL TO THE DOOR _ m AGAINST CONTACT IN z THE TOILET COMPARTMENT DOOR SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE FOR ANY FIXTURE ACCORDANCE WITH 606.5 € O I FLUSH CONTROL SHALL COMPLY WITH SECTIOW5) 30�f and 604.6 F.A.G. 201"1 m N t F.A.G. 201 DOORS TO TOILET COMPARTMENTS FOR INDIVIDUALS WITH 015ADILITIES SHALL PROVIDE 32 INCHES OF CLEAR OPENING AND BE SELF CLOSING PER SECTION 604.8.1.2 F.A.G. 2011 5 max 15 min € 2 F.F. m 1 MANEUVERING CLEARANCES ON PUSH AND PULL 5IDE5 OF TOILET COMPARTMENT DOORS SHALL COMPLY WITH SECTION 404-2.4 F.A.G. 2011 125 380 KNEE 8�� b�, 1-------- --� GLEARANGE (MIN TOE SPACE 205 150 1"-25" KNEE II O-6 TYP. AGGESSIDLE TOILET COMPARTMENT CLEARANCE (MIN) 48" (MIN) 2bO 1220 PULL SIDE PUSH SIDE o X LAVATORY GLEARANGE5 I I DIRECTION OF F -7— — — FIGURE 602.5 I-J" (MIN) z — I ( , m TRAVEL TYP. z DRINKING FOUNTAIN SPOUT LOCATION G. TILE � m I G.B. Ott 1 24" PREFERRED n 1 1 1 GRAB BAR (MIN) 455 1 I I -- TOGGLE BOLTS SECTION 211.2 MINIMUM NUMBER NO FEWER THAN TWO54" (MIN) 3b" (MIN) DRINKING FOUNTAINS SHALL BE 1310 915 I PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLYIL WITH SECTION 602.1 THRU 602.E AND ONE DRINKING [?"(MAX42" (MIN) 24" (MIN) 12" (MIN) Q "BOBRIGK #2521 MOUNTING KIT FOUNTAIN SHALL COMPLY WITH 602.1 305 1065 305 305 NOTE: X=12 IN. (505 MM) IF DOORS m 400 Ib LOAD HAS BOTH A CLOSER AND LATCH. in 602.1 GENERAL In MACHINE 5CREW5 W/ TOGGLE NUTS 1/4"x20"X3-1/2" (89mm) "A" FRONT APPROACHES - SWINGING DOORS DRINKING FOUNTAINS SHALL COMPLY WITH 30'7 AND 602. GRAB EAR TYPE 304 W/ STAINLESS STEEL MACHINE SCREW W/ PLATED 602.2 CLEAR FLOOR SPACE STEEL TOGGLE NUTS. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE T.P. 1-�" (MIN) PULL SIDE PUSH SIDE HOLDER O COMPLYING WITH SECTION 305 POSITIONED FORA G. TILE — — — — FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE m AND TOE CLEARANCE COMPLYING WITH SECTION 306 - GRAB BAR G.B. SHALL BE PROVIDED. T -Q = z m g = Q I— F 160 230 1 1 € $ m ? , EXPANSION EXGEPTION: A PARALLEL APPROACH COMPLYING WITH i m ini m _= SHIELDS I 1 } } 1 I 505 SHALL BE PERMITTED AT UNITS FOR CHILDREN'S X I X 85" (MIN) (SEE PLANS) USE WHERE THE SPOUT IS 30 INCHES (760 mm) MAXIMUM IL ABOVE THE FINISH FLOOR OR GROUND AND 15 3-1/2 u 60" (MIN) INCHES (90 mm) MAXIMUM FROM THE FRONT EDGE OF Q "BOBRIGK" #2522 MOUNTING KIT 16"-18THE UNIT, INCLUDING BUMPERS. SIDE WALL MOUNTED BACK WALL MOUNTED " " IN 3o"x48" CLEAR 602.3 OPERABLE PARTS m 400 Ib LOAD FLOOR SPACE AT OPERABLE PARTS SHALL COMPLY WITH 5041. m MACHINE SCREWS W/ EXPANSION SHIELDS I/4"x20"x2" (Slmm) 12" 24" (MIN) LAVATORY SHALL TYPE 304 W/ STAINLESS STEEL MACHINE SCREW W/ METAL NOTE: X=36 IN. (915 mm) MINIMUM IF NOTE: X=22 IN. (560 mm) MINIMUM IF (MIN) COMPLY WITH SECTION 602.4 SPOUT HEIGHT EXPANSION SHIELDS. Y= 60 IN. (1525 mm); X=42 IN. Y= 42 IN. (1525 mm); X=22 IN. 305 F.A.C. 2011 SPOUT OUTLETS SHALL 36 INCHES MIS mm) MAXIMUM (1065 mm) MINIMUM IF Y=54 IN. (560 mm) MINIMUM IF Y=48 IN. ABOVE THE FINISHED FLOOR OR GROUND. TYP. GRAD BAR ELEVATIONS MOUNTING ON GONG. DLOGK (13,10 MM) (1220 mm) IF DOOR HAS BOTH A CLOSER AND LATCH n .' I 1q" 602.5 SPOUT LOCATION "B" HINGE SIDE APPROACHES - SWINGING DOORS 1 / I (MIN)h THE SPOUT SHALL BE LOCATED IS INCHES (380 mm) / - MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES WALL FINISH WALL FINISH PULL SIDE PUSH SIDE (125 mm) MAXIMUM FROM THE FRONT EDGE OF THE UNIT, ? X z INCLUDING BUMPERS. WOOD STUDS I i a METAL STUDS 4" (MIN X z z z I I l z I I i 610 - _ - O 1 O 602.6 WATER FLOW 12 GA. x 3 STEEL PL. k I i i 12 GA. x 3" STEEL PL. 610 4 (MIN , f f I m _ I I I U Qa THE SPOUT SHALL SUPPLY A FLOW OF WATER 4 INCHES BOBRIGK 256 SERIES i J BOBRIGK" 256 SERIES ° I ANC. PLATE. ANC. YV i ANC. PLATE. WELD OR - - - - - -I 1p ry p Z O (100 mm) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES �'i v z D O (125 mm) MAXIMUM FROM THE FRONT OF THE UNIT. THE 2-1/4"x2" LAG BOLTS a O r'' I I SELF -THREADING SCREWS z 1 1 EACH STUD ''i TO 5TUD5 }n I I ( z i i I R ANGLE OF THE WATER STREAM SHALL BE MEASURED € m d 1 i i I i a i I�� L—--_—__—_J iv Q$ HORIZONTALLY RELATIVE TO THE FRONT FAGS OF THE I i li I ° •I 11 I I I ca O / m p UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (?5 mm) OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES ("15 mm) AND S.M. S.M. SCREWS 5 INCHES (125 mm) MAXIMUM FROM THE FRONT OF THE ItO SCREWS O CLEAR FLOOR SPACE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE I AT WATER CLOSET SHALL COMPLY WITH 15 DEGREES MAXIMUM. GRAB BAR ItGRAB BAR SECTION 6043.1 32" (MIN) (GLR ADVISORY 602.b WATER FLOW ` (LENGTH VARIES) (LENGTH VARIES) NOTE: Y=54 IN. (13'70 mm) IF DOOR NOTE: Y=48 IN. (1220 mm) IF DOOR THE PURPOSE OF REQUIRING THE DRINKING FOUNTAIN HAS CLOSER. HAS CLOSER. THIS DIAGRAM 15 5A5ED ON FIGURE 604.8.1.6 SPOUT TO PROVIDE A FLOW OF WATER 4 INCHES S.M. SCREWS ~� S.M. SCREWS ON PAGE 118 OF THE FLORIDA ACCESSIBILITY (100 mm) HIGH 15 50 THAT A GUP CAN BE INSERTED "C" LATCH SIDE APPROACHES — SWINGING DOORS CODE 2011 AND DOES NOT DEPICT ALL UNDER THE FLOW OF WATER TO PROVIDE A DRINK OF "BOBRIGK" #252 MOUNTING KIT "BOBRIGK" #252 MOUNTING KIT POSSIBLE OPTIONS. WATER FOR AN INDIVIDUAL WHO, BECAUSE OF A D15ABILITY, WOULD OTHERWI5E BE INCAPABLE OF 400 Ib LOAD 400 Ib LOAD -DOORS TO TOILET COMPARTMENTS FOR INDIVIDUALS WITH DISABILITIES SHALL PROVIDE 32 INCHES USING THE DRINKING FOUNTAIN. NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE OF CLEAR OPENING AND BE SELF CLOSING PER SECTION 604.6.1.2 F.A.G. 201"1 S.M. SCREWS = NO. 14x 2-1/4 (64mm) TYPE 504 S.M. SCREWS = No. 14x 2-1/4" (64mm) TYPE 304 602.1 DRINKING FOUNTAINS FOR STANDING PERSONS 5TAINLE55 STEEL SHEET METAL 5GREW5 (TYP). STAINLE%S STEEL SHEET METAL 5GREW5 (TYPJ. CLEARANCE FOR FRONT APPROACHES. -MANEUVERING CLEARANCES ON PUSH AND PULL SIDES OF TOILET COMPARTMENT DOORS SHALL SPOUT OUTLETS FOR DRINKING FOUNTAINS FOR MOUNTING ON WOOD STUDS (N/A THIS PROJECT) MIND ON METAL STUDS COMPLY WITH SECTION 404.2.4 F.A.G. 2011 STANDING PER50N5 SHALL BE 38-45 INCHES 0165 mm - 1040 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND MANEUVERING GLEARANGE AT DOORS TYP. AGGESIBLE TOILET ROOM DRINKING FOUNTAINS TYP. GRAB BAR MOUNTING DETAILS REVISIONS NO. f0 E N 01 ID n O IDcmU ' • (D Min ro 'O Ud ohm U.O W UQ � U =+z Z y0N N� ~Y0 V) W W W 0 rQ0 4 - F Lu w N • N i Q � cc y�Q O p a�4) W cn F oam Un = m N ro0 '0 U M r Q NMLL LL_tl OL OL LO M M Cu � r �V�/•J� VJ C) 0 LL •� _0 J 2 E C) •0 I..L C50 M YQ: o✓ d� Q U_ J w � U) Date: 12/22/20 Scale: As Noted Drawn: A.JK. Checked: A.JK. Job: 20820 Sheet 5 Of 5 Sheets LEGEND ABBREVIATIONS LIGHTING (SEE LIGHTING SCHEDULE) ELECTRICAL NOTES ACH ABOVE COUNTER HEIGHT 1.0 PROVIDE ALL LABOR, MATERIALS EQUIPMENT AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN A/E ARCHITECT/ENGINEER ON THE DRAWINGS. FIXTURE 'A': 50W 2'X4' RETROFIT RECESSED LED FIXTURE. O REUSE EXISTING TROFFER WITH (4) 12.5W LED LAMPS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED BUT STILL REQUIRED AFC AVAILABLE FAULT CURRENT TO TO INSURE PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AFF ABOVE FINISHED FLOOR AND REGULATIONS. 3.0 EXPERIENCED ELECTRICIANS SHALL PROVIDE ALL LABOR FOR THE INSTALLATION AIC AMP INTERRUPTING CURRENT OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRICAL CONTRACTORS, O FIXTURE 'B': 13W 6" RECESSED LED CAN LIGHT SCOPE OF WORK. ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE IN AHU AIR HANDLING UNIT COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AWG AMERICAN WIRE GAGE 4.0 SUBMIT ALL DISCREPANCIES IN WRITING TO THE A/E PRIOR TO SUBMITTING BID. EMERGENCY LIGHT. BID SUBMISSION CONSTITUTES ACCEPTANCE OF FIELD CONDITIONS. BCH BELOW COUNTER HEIGHT 5.0 ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING LATEST CODES AND STANDARDS: NFPA, NEC, NEMA, NECA, ANSI, UL, LOCAL CODES, ORDINANCES, CLG IN CEILING, CEILING MOUNTED DEVICE REGULATIONS, FPL STANDARDS AND JURISDICTION HAVING AUTHORITY. COMBINATION EMERGENCY LIGHT/EXIT LIGHT. CU COPPER OR CONDENSING UNIT 6.0 ALL CONTRACTOR PROVIDED MATERIALS SHALL BE NEW AND FREE OF DEFECTS AND UL LISTED FOR INTENDED APPLICATION. ETR EXISTING TO REMAIN ® SURFACE MOUNTED EXIT LIGHT WITH EMERGENCY 7.0 DO NOT SCALE ELECTRICAL DRAWINGS. WHERE SPECIFIC DETAILS AND BATTERY BACKUP. DIMENSIONS FOR ELECTRICAL WORK ARE NOT SHOWN ON DRAWINGS, CONTRACTOR GFCI GROUND FAULT CURRENT INTERRUPTING SHALL TAKE MEASUREMENTS AND MAKE LAYOUTS AS REQUIRED FOR THE PROPER INSTALLATION AND COMPLETION OF WORK, IAW IN ACCORDANCE WITH 8.0 THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED INSURANCE EXHAUST FAN COVERAGE, PERMITS, FEES INSPECTION AND TESTING. INC INCANDESCENT 9.0 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID LED LIGHT EMITTING DIODE INTERFERENCE WITH CONSTRUCTION PROGRESS. ITC]ASTRONOMICAL TIME CLOCK 10.0 CONTRACTOR SHALL FIELD SURVEY THE SITE FOR VERIFICATION FOR ALL MB MAIN BREAKER ASPECTS OF THE PROJECT PRIOR TO BIDDING. MLO MAIN LUGS ONLY 11.0 FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, SWITCHES, PANEL NEC NATIONAL ELECTRICAL CODE NFPA 70 20 AMP OCCUPANCY SENSOR, MANUAL ON 30 MIN OFF. BOARDS, CONDUITS AND OTHER WORK. 12.0 MOTOR STARTERS AND DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT RTI REMOTE TEST INDICATOR SHALL BE SIZED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SCCR SHORT CIRCUIT CURRENT RATING 20 AMP MANUAL LIGHT SWITCH 13.0 LOAD DATA AND SYSTEM SIZING IS BASED ON INFORMATION PROVIDED AT THE TIME OF DESIGN. VERIFY EQUIPMENT LOCATIONS, SIZES AND REQUIREMENTS WP WEATHER PROOF BEFORE ORDERING MATERIALS AND DEVICES. ROUTE CIRCUITS BY BEST METHOD DD 20 AMP DIMMER WITH MANUAL ON/OFF TO SUIT JOB CONDITIONS AND INSTALL PULL BOXES AS MAY BE NECESSARY TO FACILITATE INSTALLATION. UC UNDER THE COUNTER 14.0 ELECTRICAL CONNECTION LOCATIONS TO EQUIPMENT SHALL BE FIELD VERIFIED UQN UNLESS OTHERWISE NOTED AREA, 20AMP CEILING MOUNTED VACANCY PRIOR TO ROUGH IN OR COMPONENTS. OLARGE SENSOR. 30 MIN OFF, TIED IN WITH MANUAL ON SWITCH 15.0 PROVIDE SWITCHED LIGHTING AND 120V RECEPTACLE WITHIN 3 FT OF THE VFD VARIABLE FREQUENCY DRIVE SERVICING SIDE OF ALL ELECTRICALLY OPERATED MECHANICAL EQUIPMENT INSTALLED IN ATTICS AND CRAWL SPACES. 16.0 COORDINATE MOUNTING LOCATIONS OF LIGHTING SWITCHES, F/A DEVICES, TV, DAT/TEL OUTLETS AND RECEPTACLES WITH MILLWORK PRIOR TO ROUGH -IN. 17.0 CONTRACTOR SHALL PROVIDE ALL MATERIAL TO SUPPORT AND SECURE ALL ELECTRICAL MATERIAL POWER 1.0 WIRE SIZES SHOWN ARE FOR COPPER CONDUCTORS. DISCONNECT SWITCH WITH QCPD. ELECTRICAL COMPONENTS PER NEC FROM THE BUILDING STRUCTURE. 18.0 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. 2.0 UNLESS OTHERWISE STATED, UNDERGROUND CONDUITS SHALL BE EITHER GRID, GROC, OR SCHEDULE 0-I NON -FUSED DISCONNECT SWITCH 19.0 CONTRACTOR SHALL INSPECT ALL EXISTING EQUIPMENT TO REMAIN INCLUDE 40 PVC AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL CODE. MAIN DISTRIBUTION PANELS AND BRANCH CIRCUIT PANELS. PROVIDE UPDATED PANEL DIRECTORIES 3.0 ALL CONDUIT OTHER THAN SPECIFIED IN NOTE 2 THAT REFLECT NEW WORK. ABOVE SHALL BE ELECTRICAL METALLIC TUBING (EMT) OR ELECTRICAL ENCLOSURE WITH OCPD 20.0 ALL WORK SHALL BE IN CONFORMANCE WITH THE FOLLOWING: RIGID STEEL (3/4" MIN.) THE 2017 FLORIDA BUILDING CODE - BUILDING 6TH EDITION 4.0 ALL EXTERIOR EQUIPMENT CONNECTION THE 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION CONDUCTORS SHALL BE PROTECTED WITH LIQUID TIGHT ABOVE COUNTER DUPLEX RECEPTACLE THE FLORIDA FIRE PREVENTION CODE 6TH EDITION FLEXIBLE METAL CONDUIT WITH WEATHERPROOF THE 2014 NATIONAL ELECTRICAL CODE FITTINGS. 5.0 OUTLET BOXES SHALL BE PRESSED OR WELDED STEEL IN DRY LOCATIONS AND CAST ALLOY WITH DUPLEX RECEPTACLE THREADED HUBS IN DAMP OR WET LOCATIONS. 6.0 ALL BOXES SHALL BE RECESSED FLUSH IN WALLS ABOVE COUNTER GFCI DUPLEX RECEPTACLE AND/OR CONCEALED ABOVE CEILINGS. 7.0 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS DETAILED ON THE PLANS. GROUND FAULT PROTECTED OUTLETS AND CIRCUITS SHALL BE INSTALLED (� GFCI DUPLEX RECEPTACLE `I■� AS REQUIRED BY NEC. ALL CIRCUITS TO HAVE SEPARATE GROUND CONDUCTOR. 8.0 ALL MATERIAL AND WORKMANSHIP SHALL BE ISOLATED GROUND DUPLEX RECEPTACLE GUARANTEED TO BE FREE FROM DEFECTS FOR NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE MADE WITHOUT ADDITIONAL CHARGE. 9.0 DISCONNECT SWITCHES SHALL BE RATED HEAVY CEILING MOUNT DUPLEX RECEPTACLE ® DUTY. 10.0 CONCEAL CONDUIT WHERE POSSIBLE. 11.0 USE MC CABLE WHERE CONCEALED INSIDE WALLS BETWEEN RECEPTACLES AND ABOVE CEILINGS FOR OTHER FIXTURES. ALL OTHER USES PER NEC, SECTION 330.10. ELECTRICAL HOME RUN, SLASH MARKS INDICATE NUMBER 12.0 HOMERUNS IN CONDUIT SHALL HAVE MAXIMUM SIX (6) OF CONDUCTORS, LONGER SLASH IS NEUTRAL, GROUND CURRENT CARRIERS PER RACEWAY. WIRE NOT SHOWN. QUANTITY OF ARROWS INDICATE 13.0 MAINTAIN WORKING CLEARANCES AROUND QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT AS REQUIRED BY NEC. EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH 14.0 ALL DISCONNECT SWITCHES, PANELBOARDS AND CIRCUITS. SYSTEM PANELS SHALL HAVE PLASTIC LAMINATE NAMEPLATES FOR IDENTIFYING SYSTEM FUNCTION AND CHARACTERISTICS. LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS FIXTURE MFG/PN (BASIS OF DESIGN) REMARKS QTY WATTS TYPE/COLOR/LUMANS WATTS A 2'X4' RETROFIT RECESSED LED FIXTURE 4 12.5 LED/3500K/1600 50 EXISTING 2'X4' RECESSED TROFFER RETROFIT, MATCH COLOR, ENSURE 208V COMPATIBLE B 6" RECESSED CAN LIGHT 1 13 LED/3500K/1500 13 SESCO/L6R MATCH COLOR, ENSURE 208V COMPATIBLE NOTE: LIGHTING FIXTURES SHOWN ARE A BASIS OF DESIGN. CONTRACTOR TO PROVIDE FULL LIGHTING PACKAGE TO OWNER. MAINTAIN, WATTAGE, LUMANS, COLOR FOR ALL SUBSTITUTE FIXTURES. I� A�IY = 0 N Z = U w= x �F-J Z U O Z < - :E z< W O 3 w F- Z Z Z Z z x 3a Q F- OU U i) O w V J �z-wiU�mm Q Z 0 = J ~ o: a O co,'z F_ O Kw -a O ff cnw 2 m z a m w w'= O Ox FxWyH­ZW w 0 0 Q >_ O r w 70=`nzFg O °o�oW�N U uj w0�c=i ira Hap 0 W ' ..OLD yF cOQJ N E N *� N 5 g / S7pNAI_F�C� DEC 2 2 2020 E U o E 0 N CT L .^L',� G M W 0 �^7x E W W a M 0_ � 04 u �i a) W z M a1 L: Ax U) .� c W E W 0 ro cq rn LO N M 0 [1 U U W Z cy Ln rn Uw- �M J U� 5. J LL. U) W W � =LL > > � J w �OU� H Q Z o �� a.OQ n0 U 0 a ui U) O W Q O J Z W J W U 00 U Q U) ~ U 00 Z W W Q w U W w N J DRAWN BY: SHEET W. MCFEE CHECKED BY: D. MERRILL El DATE: 12/22/20 SCALE: AS SHOWN GENERAL NOTES 1. REMOVE EXISTING LAMPS FROM ALL 2X4 FIXTURES THROUGHOUT FACILITY AND REPLACE WITH LED LAMPS. ENSURE LAMPS ARE COMPATIBLE WITH EXISTING SYSTEM VOLTAGE. SEE LIGHTING SCHEDULE SHEET E1 FOR LAMP WATTAGE AND COLOR. 2. LIGHTING FIXTURES, CIRCUITS, AND CONTROL OUTSIDE AREA(S) OF RENOVATION ARE EXISTING TO REMAIN. ELECTRICAL CONTRACTOR TO USE BEST PRACTICES TO REWORK EXISTING LIGHTING CIRCUITS BY ADJUSTING LOCATION OR REMOVING EXISTING FIXTURES THAT INTERFERE WITH NEW WALL PLACEMENTS. RETAIN ALL DEMO'D FIXTURES FOR REUSE. FLAG NOTES U PROVIDE NEW CONTROL AS SHOWN. FIXTURES ON THIS CIRCUIT ILLUMINATE LANE(S)OF EGRESS. ❑2 ENSURE MIN (1) FOOT CANDLE DURING OCCUPIED HOURS. TIE IN WITH ASTRONOMICAL TIME CLOCK FOR CONTROL. ADD ADDITIONAL FIXTURES IF NECESSARY TO MEET REQUIREMENT. TIE IN WITH EXISTING EMERGENCY LIGHTING CIRCUIT. ELECTRICAL CONTRACTOR TO FIELD VERIFY HOME RUN. TIE 1N WITH EXISTING LIGHTING CIRCUIT. ELECTRICAL CONTRACTOR TO FIELD VERIFY HOME RUN. RRELOCATE SWITCHES FOR OPEN OFFICE AREA LIGHTING CIRCUITS TO EMPLOYEE ENTRANCE DOOR AS SHOWN. CONTRACTOR TO USE BEST PRACTICES TO RELOCATE EXISTING SWITCHES. PROVIDE ADJUSTMENTS TO EXISTING LIGHTING THIS AREA AS SHOWN. PROVIDE NEW CONTROL AS SHOWN. RETAIN EXISTING HOME RUNS. 04 -1- -I-- 4 -1-- f 4 -I.._ 4- 4-F _I- .. 1 4 -1- -i- -I --1- -1- 4 - - i- - — - I -1- -I -i_ I L e _ L _ i # I- I # I -I_ _ n 3__3 ELECT I I I 1 I 1 I 1 101 1 t I #{ i(3EO'S4 E M-I-' ---1- -1'- +- --1 -4- - --I- - --I -1--- ( 4-- - � I.- 4 --1 - -1 1 t 1 1 -; --1- t- -i L -I 9 kjLp bsd- -I'_ L I I_ L. I ! _I_. 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I 11 1 I I I II# �I14 4 I I �II# milI II I I Y I ®I," i®#_r 1 _I_r T .I-r V-I- - I -l-p- 1 _I_ T rl-t t--1-r i -1 r t_4 I ®I `1 i ®I`r t®I-T I rI j I I rI I i I I l 7I� I I I _ _I m ,k mr A A A k ® A #_ 1 a I I 1 I I 1 ! I I I I I I I ` �I I I -f -I- -I:- - I- _ _ _I_ I- _I_ _I_ EMPLOYEE ENTRANCE -1— - _I L _I L I_ L 1_#_ L 1 _I_ L -I _#_ !_ l -1- 11 _ _r-wN SWITCH BANK G — S1 THRU S3 + RELOCATED SWITCHES 5 � I 11 I� ++ 1 I I r -( -1- r -r -I_ .. fi -1-1--T- I r r _I_ . _ I Jill _I F 4 -1--- -1- 4 -1- I-- 4 -1- 4-- 4 -1- I- 4 -I- I ! - I 1 ' i- I 4 -I -?- 1I llll _. I u 1 i� k 44 ■..: ire - '+-.+yr �,�,k - ' .. :: �T � ' � ... i � �\ I, ��■ is �I� � ■� /� _ 0 0 0 0 0 Q MAIN ENTRANCE LIGHTING PLAN SCALE: 1 /8"=1'-0" I WA 11� a t I J) z 0 D w z O a Li Li w =�VW1ZiCi z I— :=or K2FQ j-.i N z Z Q L,0 zaow03w 2 ZQ z Z.Z •=d 0 U U O �mm (] O Z U = J ~ 2 d 0 0 W W w - -zwvarw T = n�VxF00 S W.UN Q.Okx �. =0=«iz3- O z-N o�o�SN V w 0 f-j 0 w a H a z0 0 00 w U c: o� = N O J w •� ,� m W o E W 06 @ a M a. N � � i N w z v w 0 •s o o Uw co z It vN I r.._ _. to N M La: O Z CN Lu W -jUQ �u- �Lu =Uw � U) Cf) � w�< �J o� 00 �� < z�0® O „ U) Q Z Z 2 J DRAWN BY: EaHFtI W_MCFEE CHECKED BY: D.MERRILL DATE: e 12/22/20 SCALE:. AS SHOWN POWER THIS AREA IS EXISTING TO REMAIN U.O.N.. MAKE MINOR ADJUSTMENTS IF REQUIRED DUE TO RENOVATIONS. EFURNITURE USES 10 WIRE (6+2+2) SYSTEM. USE 20A 3-POLE BREAKERS TO PREVENT EXCESSIVE CURRENT IN NEUTRAL. TIE IN WITH POWER AND ISOLATED GROUND/TECHNICAL POWER PANELS. COORDINATE FOR EXACT RECEPTACLE LAYOUT. FURNITURE GROUPING IS A BASIS OF DESIGN, CONTRACTOR TO REUSE EXISTING CIRCUITING AS MUCH AS EXISTING PANELE' PRACTICAL. MAXIMUM 12 WORKSTATIONS ARE ALLOWED ON A SINGLE 1201208V 30 150A MB 10 WIRE SYSTEM. EXISTING TECHNICAL PANEL D EXISTING PANEL'C' CONTRACTOR TO USE BEST PRACTICES TO RELOCATE EXISTING 120/208V 30 150A MLO 120/208V 30 150A MLO EEXISTING PANEL'B' OFFICE EQUIPMENT TO NEW LOCATIONS SHOWN. REUSE EXISTING WIRING/CIRCUITS AS MUCH AS PRACTICAL. FIELD VERIFY HOMERUNS. 1 120/208V 30 250A MLO HOME RUN CU-2 TO PANEL A. PROVIDE NAMEPLATE MOCP AND MCA EXISTING PANEL'A' FOR SELECTED UNIT. SEE HVAC SCHEDULE SHEET M1 FOR BASIS OF 120/208V 30 1200A MB DESIGN. 0 PROVIDE NEW WATERPROOF GFCI RECEPTACLE FOR HVAC EQUIPMENT SERVICE. HOMERUN TO PANEL'C'. DISREGARD IF THERE IS AN EXISTING GFCI RECEPTACLE WITHIN 25'. 0 ❑6 PROVIDE NEW DUPLEX RECEPTACLE. TIE INTO EXISTING LOCAL RECEPTACLE CIRCUIT (PANEL'C'). CONTRACTOR TO FIELD VERIFY EXISTING CIRCUIT HAS SUFFICIENT CAPACITY PRIOR TO TIE IN. PROVIDE NEW 20A LATER BREAKERINND DUPLEX RECEPTACLE TO PANEL D. STORAGE 3: LP FAx 3 ® ® ROOM E E RELOCATE EXISTING DUPLEX RECEPTACLE TO NEW LOCATION SHOWN. E PANEL E 8 PANEL D 77-7 i8 X7 7d 79 °" FUTURE p ' w ° m Y° ss, o T• ° y a(� ((jjam b ra I i 32 3i x 29 27 LI 73 U 74 a TUTU . . PANELE PANELE — PANELD PANELD 11 33 34 ii D 38 U 37 3R ll ., L3 75 ll FUTURE ul E. EMPLOYEE ff� ENTRANCE PANELE L I I sa I 43 ( FUTURE FUG PANEL E PANELD a I I - I A ( PANEL D ® —e �t ro i _y re.. Q9 r• ;r r— E LP I I' 52 I I§ 5s 45 I I as I at as I I_ s 3 3 Fax = e e b v 1P = FAX 3 3 PANELE r— --- --- --` -- 3 I° PANELD I I LP a C I^ 7 '6 7 6 7 6 7 F61 I 2 6 I u _ et IVS ivS IWS _ IWS I a. 64 1-1 : m I 58 Self-Hel SN`.Melb ` SNF-Mel Sei':.Hbl S8IFH81 R - I L L L ON ROOM I ? E 55 iq I a tiJ i 7 8 i4 NELAi I s ' U I 22 s { { Privacy Wall mSIP so I b ` AH-Z I 3 • I h I I ( RECEPTION AREA SSR 7 [81 23 I M c I LP ;� k Cw..3.°i LP lei i'-7 PANELE LP E 3 3 PANEL C f PANELD ARD PANEL D LP ae e g o u t2 IVS IWS IWS rws ZWS ZWS IWS. TVs IWS ZWS If 10 ENTRY LOBBY Fr 929 MAIN ENTRANCE POWER IS I .ION PLAN( A SCALE: 1 /8"=1'-0" E3 _ 0 lq z 2 U W �UU0 z E—n�a» Z 0: N W F-�rn W 0 iL oo—w LU Z W O �zo�Fx Q U F O W U g 1-- �Z W UDM a Q �gaooww ~ Q m LL W WU O 0x z Utap �Q'Okro i- n zi Z � O 0WowNw U w[L :3 O LU 8 a Z0 w F o p U U m r �m E t . N J .. O p1 u- Co E 0 rn Cl) W a2f m ro a 04 T a� w z Cl) + 41 lL w6 C w S_ E GJ U W O z cq N r Co N rn v to H Z CV LCJ _J U G� U) U) = D LL :D wF-QZo00 Co o_ o0U� a®Q �°� ° z ' LQ OAF I It • DRAWN BY: SHE[i D.HOTHI CHECKED BY: D. MERRILL _ DATE: 12/22/20 SCALE: TO UTILITY TRANSFORMER EXISTING SINGLE LINE DIAGRAM FOR REFERENCE ONLY I E4 .tA ELECTRICAL PAftEL DETAIL « i . ��� • I ���� UPI M�4 I I&M�4 � I� � . ��I�IU . ; f « � r - r t i V1 #1 GRND FOR REFERENCE ONLY I t4 —4D. ELECTRICAL PANEL DETAIL (IG) CIRCUIT SYMBOL DESCRIPTION VOLTAGE PHASE KVA WIRE I_42 WORKSTATION LIGHTING, 208 S 205 SEE SMITHGROUP DWGS FOR POWER; COMMUNWATON DETAILS ON PANEL LOCATION, SERVICE PROVIDED BY FEEDER ROUTING, AND PANEL OTHERS, CONFIGURATION IGURATION 20.5 KVA/ 208V / 3 570 AMPS EXISTING PANEL ALE 3 FOR REFERENCE ONLY I E4. 1 �+■�j ELECTRICAL PANEL DESCRIPTION FOR REFERENCE ONLY yuA = �i« s -• r E4 = m w Z = U O F- Z F W= Q N Z U O z y W 0 E m zawLu �ZOo JJ x O a F Z W U C F- K z w OF m> U m (n = J O m Z m �—Emooy�w- mKU_0_' W = Zm Q o x x O U �xw>- -Zx Z c (L z u W m U >- W N¢ O k n �o=Ciz3 0 m W O w U) y U W j�L)ira ~aOOw U CD N — S_ Z — 2) LG rn W ��yy E a M W N co N C r i W N Z M —y[) LL —5 .� C ��0) m 0) a" W E 0 i z C14 N V Lo (V M O o_ U LuFz Lo C)0�- -; -»Q -'C) �u- =L D _ U) U)U) U) J N F— 4 < Z O U, .0U� �� a ® Q a z U W O K 2 LLJ J Ur Q ® LLJ ® z Q J w LLJ J z Q W Z a- U) w — DRAWN BY: SHEET W. MCFEE CHECKED BY: D. MERRILL DATE: 12/22/20 SCALE: ._....._.._... AS SHOWN 1.0 GENERAL CONDITIONS 3.3 COORDINATE ROUTING OF THE DUCTWORK WITH JOISTS AND BEAMS THE CONDENSATE DRAIN SHALL BE CONVEYED TO AN APPROVED PLACE OF AND PROVIDE SPECIAL FABRICATION WHERE NECESSARY TO ROUTE DISPOSAL AND NOT DISCHARGED INTO A STREET, ALLEY OR OTHER AREAS 1.1 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, DUCTWORK IN AVAILABLE SPACE. FLEX DUCT SHALL NOT BE SUBSTITUTED SO AS TO CAUSE A NUISANCE. EQUIPMENT AND DEVICES NECESSARY TO PROVIDE COMPLETE AND FOR RIGID DUCT UNLESS APPROVED BY THE ENGINEER. OPERATIONAL HVAC SYSTEM THAT COMPLIES WITH THE STANDARD 4.2 PROVIDE UNISTRUT SUPPORT AND STRAPS FOR ALL PIPING. BUILDING AND MECHANICAL CODES, ASHRAE, SMACNA, NFPA, FLORIDA 3.4 ALL DUCTING AND EQUIPMENT INSULATION SHALL COMPLY WITH THE ENERGY EFFICIENCY CODE AND ALL OTHER APPLICABLE CODES AND FLORIDA ENERGY EFFICIENCY CODE (R=4.5 W/INSTALLED IN NON AIR 4.3 WHERE LENGTH OF PIPING RESULTS IN OVER 2 DEGREE FAHRENHEIT REGULATIONS EVEN IF NOT SHOWN BUT NO LESS THAN SHOWN ON THE CONDITIONED SPACE; R=6.0 IN ATTICS. ALL DUCT AND DUCT CLOSURE PRESSURE DROP, PIPING SHALL BE INCREASED IN SIZE PER PLANS, DIAGRAMS, AND SPECIFICATIONS. IF IN THE OPINION OF THE MATERIAL SHALL COMPLY WITH UL 181 AND NFPA 90A STANDARDS AND MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN RATED COOLING CONTRACTOR THE SYSTEMS SPECIFIED WILL NOT OPERATE OR PERFORM HAVE A FLAME SPREAD RATING <25 AND SMOKE DEVELOPMENT RATING <50 CAPACITIES. COORDINATE PIPE ROUTING WITH THE ARCHITECT: ADEQUATELY, THE CONTRACTOR SHALL BRING SUCH CONCERNS TO THE IN ACCORDANCE WITH ASTM E84. ATTENTION OF THE ENGINEER OR ARCHITECT BEFORE ORDERING 4.4 PROVIDE "ACR" COPPER PIPE FOR REFRIGERANT PIPING. PROVIDE EQUIPMENT. 3.5 PROVIDE ACCESS DOORS FOR SMOKE DETECTOR CLEANING, 3/4" ARMAFLEX INSULATION. TURNING VANES AND DUCT CLEANING IN ACCORDANCE WITH NFPA 90A, 1.2 THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY 2-3.4. FAMILIARIZE HIMSELF WITH THE JOB CONDITIONS. DRAWINGS ARE 5.0 CONTROLS DIAGRAMMATIC AND NOT INTENDED TO SHOW EVERY DETAIL. DO NOT 3.6 FIRE DAMPERS SHALL BE PROVIDED WHERE REQUIRED AS SHOWN SCALE DRAWINGS, USE FIELD MEASUREMENTS OR ARCHITECT AND SHALL MEET ALL APPLICABLE UL AND NFPA REQUIREMENTS AND SHALL 5.1 PROVIDE AND INSTALL COMPLETE TEMPERATURE CONTROL SYSTEM DIMENSIONED DRAWINGS FOR DETERMINING EXACT LOCATIONS AND BE 100% FREE AREA WITH DUCT ACCESS DOOR PROVIDED FOR FUSE LINK. NO LESS THAN SPECIFIED. PROVIDE TIMER CONTROL ON ALL AIR CLEARANCES. HANDLERS, TO SHUTDOWN DURING BUILDING UNOCCUPIED CYCLE. 3.7 DUCTWORK SHALL BE 24 GAGE GALVANIZED METAL, UNLESS 1.3 ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE OTHERWISE NOTED, AND SHALL BE INSTALLED PER 2005 SMACNA 3RD 5.2 ALL AIR SYSTEMS WITH A FAN CAPACITY OF 2000 CFM AND OVER AND MANNER BY EXPERIENCED INSTALLER USING METHODS AND MATERIALS IN EDITION "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". ALL UNITS SERVING AREAS CONSIDERED A MEANS OF EGRESS SHALL KEEPING WITH INDUSTRY STANDARDS AND SHALL BE COORDINATED WITH FIBERGLASS DUCT BOARD MAY BE USED IN LIEU OF SHEET METAL AND AUTOMATICALLY SHUT DOWN WHEN THE HEAT IN THE SYSTEM EXCEEDS OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF SHALL CONFORM TO FBC 2017, MECHANICAL CODE, SECTION 603.5 135 DEGREES FAHRENHEIT. CONSTRUCTION. 3.8 INSTALL HVAC EQUIPMENT PER MANUFACTURER'S 5.3 SMOKE DETECTORS APPROVED FOR USE IN AIR DISTRIBUTION 1.4 ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE UL RECOMMENDATIONS. SIZE REFRIGERATION PIPING SIZE PER SYSTEMS SHALL BE INSTALLED DOWNSTREAM OF THE AIR FILTERS AND APPROVED WHERE APPLICABLE. SUBSTITUTIONS FOR SPECIFIED MANUFACTURER'S RECOMMENDATIONS. EXTEND V CONDENSATE PIPING AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS HAVING A EQUIPMENT SHALL REQUIRE SUBMITTAL APPROVAL BY THE ENGINEER FROM AHU'S TO EXTERIOR EXISTING LANDSCAPING. CAPACITY GREATER THAN 2000 CFM, AS PER 2017 FBC MECH. CODE 606.2.1. BEFORE PURCHASING. COORDINATE THIS INSTALLATION WITH THE ELECTRICAL CONTRACTOR. 3.9 ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS. DUCT 1.5 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND DIMENSIONS SHALL NOT BE REDUCED UNLESS APPROVED BY THE 5.4 PROVIDE APPROVED AREA SMOKE DETECTOR SYSTEM IN RETURN WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ENGINEER. AIR PLENUM SERVING AIR HANDLERS WITH A CAPACITY NOT GREATER THAN ONE YEAR FROM DATE OF ACCEPTANCE. DURING THIS PERIOD ANY 2000 CFM, AS PER FBC MECH CODE 606.2.2 DEFECTS SHALL BE CORRECTED WITHOUT CHARGE. 3.10 PROVIDE APPROVED SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS AS SPECIFIED OR APPROVED EQUALS. 5.5 UPON FINAL COMPLETION OF THE WORK PROVIDE A COMPLETE TEST, ADJUST AND BALANCE OF THE HVAC SYSTEM, CORRECT ALL DEFICIENCIES 3.11 ALL OUTSIDE AIR AND EXHAUST DUCTING SHALL BE GALVANIZED FOUND AND PROVIDE THE OWNER W/ 6 COPIES OF THE FINAL REPORT. ALL 2.0 ALL WORK SHALL BE IN CONFORMANCE WITH THE FOLLOWING: SHEET METAL INSTALLED AS RECOMMENDED BY THE LATEST SMACNA TAB WORK TO BE PERFORMED BY CERTIFIED TECHNICIANS IN STANDARDS, OUTSIDE AIR DUCT SHALL BE WRAPPED WITH APPROVED 1" ACCORDANCE WITH THE STANDARDS DEVELOPED BY AABC AND NEBB. 2.1) THE 2017 FLORIDA BUILDING CODE - BUILDING 6TH EDITION THICK DUCT WRAP INSULATION WITH VAPOR BARRIER INSTALLED AS 2.2) THE 2017 FLORIDA BUILDING CODE - MECHANICAL 6TH EDITION RECOMMENDED BY THE MANUFACTURER. 2.3) THE 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION 2.4) THE FLORIDA FIRE PREVENTION CODE 6TH EDITION 4.0 AIR CONDITIONING EQUIPMENT 3.0 DUCTWORK 4.1 ALL AHU UNITS SHALL BE PROVIDED WITH APPROVED CONDENSATE DRAINS WITH CONDENSATE PUMPS IF NEEDED. CONDENSATE DRAINS 3.1 PROVIDE TURNING VANES IN ALL RECTANGULAR DUCT ELBOWS, Ts, SHALL BE A MINIMUM OF 3/4" PVC AND WHERE ABOVE CEILING SHALL BE AND CHANGES OF DIRECTION GREATER THAN 45 DEGREES. INSULATED WITH APPROVED 3/4" ELASTOMERIC PIPE INSULATION. CONDENSATE DRAIN TRAPS SHALL BE PROVIDED SIZED PER THE UNITS 3.2 PROVIDE AIR EXTRACTORS WITH VOLUME CONTROL IN ALL MANUFACTURE'S RECOMMENDATION AND CLEAN OUTS SHALL BE PROVIDED RECTANGULAR DUCT CONNECTIONS WHERE SIDE BRANCHES T INTO THE IN ALL DRAIN LINES. ROUTE PIPING BY BEST METHOD BUT COORDINATE MAIN TRUNK LINE. THE ROUTING WITH THE ARCHITECT AND GENERAL CONTRACTOR. EXISTING AC SCHEDULE MARK AREASERVED NOMINAL TO OUTDOOR UNIT INDOOR UNIT REMARKS VOLT/ PHASE MOCP -CKT VOLT/ PHASE MOCP CKT RTAC-01 NT ROOM 3 20813 30 A:1,3,5 - - - KEEP RTAC-02 MULTWURPOSE ROOM 45 208/3 50 A7,9,11 - - - KEEP RTAC-03 STORAGE/OFFICEWELECT./MECH. 3 208/3 30 A:2,4,6 - - - KEEP RTAC-04 ' OPEN OFFICE/INTERVIEWING 10 208/3 60 A:14,16,18 - - - KEEP RTAC-05 OPEN OFFICE/INTERVIEWING 10 208/3 60 A 13,15,17 - - - KEEP RTAC-06 OPEN OFFICE/RESTROOMS T5 MW3 50 A.19,21,23 - - - KEEP RTAC-07 RECEPTION AREA 6 20813 50 -A:8,10,12 - - - KEEP AH-01/CU-01 PLOP ROOM 2 20811 15 B:35 2=1 25 8:36 KEEP AC SPLIT SYSTEM SCHEDULE MARK NOMINAL OA. ESP COOLINGCAPACpY ELECTFWALDATA(OUFDOOR UNIT) ELECTRICAL DATA (INDOOR UNIT NOMINAL MFG (BAS'S NOTES INDOOR/ AMB. ENT ENT SENS TOT NO COMP NO FAN FAN VOLT/ FAN `KW VOLT/ OUTDOOR SERVING CFM CFM TEMP DB WP KBTU kBTU COMP Fil-A(EA) FAN FLA(EA) HP PHAS MCA MOCP HP .STAGE HEAT PHASMCA.MOCP TONS OF DESIGN) E E AH-1/CU-1 SSR 300. 75 0.5 ' 95 60 R7 8.5 11.1 1 8.2 i OS - 20811 12 15 POWERED BY OUTDOOR UNIT 0.75 MUSUBISHI 1-8_ NOTES: 1. INSTALL AND ANCHOR CONDENSER UNITTO STRUCTUF4. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 7. BALANCE UNIT BASED ON AIRFLOW RATES 2. MIN. SEER OF 12 WITH DISCONNECT SHOWN ON DRAWINGS 3. PROVIDE VIBRATION ISOLATIONS 5, PROVIDE V PLEATED FILTERS 8. PROVIDE DUCTLESS CASSETTE TYPE SPLIT SYSTEM HEAT PUMP 6 PROVIDE PROGAMMABLE THERMOSTAT AIR COOLED CONDENSING UNIT HOLD DOWN DEVICES TYPICAL EACH CORNER WASHER R WASHER "KORFUND" VIBRATION PAD BETWEEN THE UNIT AND THE SUPPORT. TYPICAL EACH CORNER. RUBBER WASHER FENDER WASHER LOCK WASHER CAPTIVE NUT CONDENSING UNIT HOLD DOWN DETAIL TYPICAL EACH CORNER N T.S. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE AIR CONDITIONING UNIT AIR CONDITIONER FULL SIZE CLEAN OUT CAP (WITH 1/8" HOLE DRILLED THRU TOP) PITCHED DOWN TOWARD DRAIN DRAIN PAN EASILY REMOVABLE CONNECTION (UNION) DEPTH OF SEAL SHALL BE - AMINIMUM OFI.5TIMES NOTE: PROVIDE CONDENSATE PUMP WHEN REQUIRED PRESSURE IN DRAIN PAN CONDENSATE DRAIN DETAIL N.T.S. IS® CEILING SUPPLY OC INFRARED CO2 SENSOR AIR DIFFUSER Lo- SUPPLY DIFFUSER WITH O ROUND SUPPLY DIFFUSER VOLUME DAMPER s F-i VOLUME DAMPER 01 EXHAUST FAN & GRILLE - SPIN -IN COLLAR WITH Lj�� EXHAUST DUCT UP VOLUME DAMPER FD FIRE DAMPER SIDE WALL OR FLOOR SUPPLY DIFFUSER F/SD e SD FIRE/SMOKE DAMPER 10-1 RETURN GRILLE SMOKE DETECTOR THERMOSTAT FLEX DUCT WALL MOUNTED RETURN SIDE WALL EXHAUST FAN FLEX DUCT AND GRILLE UN LESS: OTHERWISE SIZE SCHEDULE NOTED CFM DIAMETER' (SUPPLY) DIAMETER (RETURN) SUPPLY GRILLE RETURN GRILLE 50 5" 6" 6"X6" 8"X6" 100 6" 7" 8"X6" 1 Z'X6" 150 7" 8" 10"X6"' 12"X8" 200 8" 9" 12"X6" 12"X10" 250 9" 10" 1VX8" 12"X12" 300 9" 101, 14"X8" 16"X10" 350 10.1 - `12" 10"X40" 16"X12" 400 10" 12" 12"X10" 16"X16"' 450 12" 14" 12"X12" 16"X16" 500 12" 14" 12"X12" ' - 16"X16" 1000 14" 16" 1 20"X12" 20"X20" TUDS RE CAULK M BOARD MAX PIPE OR CONDUIT DIAM (IN.) ANNULAR SPACE (IN.) F RATING (HR) T RATING (HR) 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4TO1/2 3OR4 3OR4 4 0TO1-1/2 1OR2 0 6 1/4TO1/2 30R4 0 12 3/16 TO 3/8 1 OR 2 0 PIPE PENETRATION (UL SYSTEM #W-L-1001) ACH ABOVE COUNTER HEIGHT A/E ARCHITECT/ENGINEER AFF ABOVE FINISHED FLOOR AH AIR HANDLING UNIT AMB AMBIENT BCH BELOW COUNTER HEIGHT CFM CUBIC FEET PER MINUTE CLG IN CEILING, CEILING MOUNTED DEVICE COMP COMPRESSOR CU COPPER OR CONDENSING UNIT DB DRYBULB ENT ENTERING ESP EXTERNAL STATIC PRESSURE ETR EXISTING TO REMAIN FAI FRESH AIR INTAKE GALV GALVANIZED IAW IN ACCORDANCE WITH KW KILOWATT MBH 1000 BTU PER HOUR MOCP MAXIMUM OVER CURRENT PROTECTION OA OUTSIDE AIR SCCR SHORT CIRCUIT CURRENT RATING SP STATIC PRESSURE TOT TOTAL WB WET BULB WP WEATHER PROOF UON UNLESS OTHERWISE NOTED VFD VARIABLE FREQUENCY DRIVE � w two o F z WR=�F F- W<�'z¢» z ¢NZUO=' W 0 owO z¢Wo3W W- FZazzz0 Q �0WoS F- wzw�opmm =JoMo0ZW OU F­ _I a. 0 0 W F- I- aWLLwwo= 2 Fxw>.I-zz wUya pw(a_n dL�10x�nzE O Oa�0Ill (n W U Waw LL�W LU O U o a a o 0 o W C7 rI"f®" ''wNALEr �//��D/f11111111FWx, DEC 2 2 209 E 0 U N E U 0 M M N N n rNi Li: O co N Jr.- N M j LLIper-® Lo .,_D ✓ < J U_ J W = W vJ r^ vI yJ 13 Q Z U) J F- ¢ O to 1 co (,O <a®® < O a r U) K LL rn 0 Z G 0 K a vJ J cli F_ LL.I LLI Z Q C� ui W ui 0 J ® Q _ ,d U U) DRAWN BY: 3�wN Sr;k [I W.MCFEE CHECKED BY: D.MERRILL DATE: 12/22/20 SCALE: _.,�...___.... AS SHOWN IL FLAG NOTES PROVIDE MOTORIZED DAMPER FOR FRESH AIR INTAKE. TIE IN WITH UNIT AND ASTRONOMICAL TIME CLOCK FOR CONTROL. DAMPER TO OPEN ONLY DURING HOURS OF OCCUPATION. 0 PROVIDE 4" GALV. DUCT TO ROOF JACK W/ INSECT SCREEN & RAIN GUARD. 0 ROUTE CONDENSATE DRAIN TO APPROVED LOCATION. ® REFRIGERANT AND SUCTION LINES TO BE SIZED IAW MFG INSTRUCTION. UNIT AND DUCTING IS EXISTING TO REMAIN. DUCTING SHOWN AS LINES FOR REFERENCE. BALANCE CFMS AS SHOWN. © PROVIDE MINOR MODIFICATIONS TO EXISTING DIFFUSER LAYOUT AS SHOWN. lul �O "�21 —1_ �� 2$'W—CFM f3 4 I � �— FMF �L� P2fl �CFC I-I- --r-- i -. ! r � r NEW CU-02 EXISTING n CI1-01 6®A EMPLOYEE ENTRANCE �wIwo oz Wy w O LL F K 2 ~ 'w,w 8 _ w QF Z3� H 0 Q ZaZZZd3 � U ~ w U I �?n�7mm S �O� a O Z w �-Eaooww m- Z wvawZm_ Q w w w O x � U = F M .WvwQoka M w w m ( _ Z O Z p ol— U ill N0YWw=3 w�aa Zw�a000 DEC y 2 2M s U o� E N U co c; a1 LL Z u o E ¢ rn a M N C u r i w 4J M Z GJ 65 D 0 G w E M L1J 0Z 00 cV 04 cq uo N M a v w z Lo Ucl_ - — s J �DQ LL w N F z U CDco J O ® < U 00 0Q 0 Z CJ W O 2 L SCALE: 1 /8"=1'-0" M;l DRAWN BY: SHEET W.MCFEE 'CHECKED BY: D.MERRILL DATE: 12/22/20 SCALE: ..___.._.�. AS SHOWN LEGEND COAX COAX Fo FIBER OPTIC -CoP COPPER STRAND R RING RUN J HOOK CT CABLE TRAY xx CT CABLE TRAY (SIZE AS INDICATED) GRAPHIC CABLE TRAY 12in. SERVING ZONE BOUNDARY [- ] HORIZONTAL SLEEVE J VERTICAL SLEEVE GRAPHIC CABLE RACKS 12" 18" 24" STANDARD EIA EQUIPMENT RACK ® TX3" CHANNEL 19" WIDE ELEVATION PLAN 4"X6' CABLE MANAGER FOR EIA EQUIPMENT RACK 8 ELEVATION PLAN 24 PORT PATCH PANEL 19"X1 RU 4 BLOCKS AT 6 INSERTS 48 PORT PATCH PANEL 19"X2RU 8 BLOCKS AT 6 INSERTS 0 CABLE MANAGEMENT FRONT 19"X2RU °,00w..a.aas.a e FIBER DISTRIBUTION CABINET 24 PORT Em 110 VOICE BLOCK: 100 PAIR 110 VOICE BLOCK: 300 PAIR q0 19"X3" RU SHELF DATA OUTLET, RECESSED DOUBLE GANG JUNCTION BOX WITH SINGLE -GANG MUD -RING AND BLANK PLATE AT 18" AFF LION. PROVIDE CATEGORY 6 UTP CABLE U.O.N. TELEPHONE OUTLET, RECESSED DOUBLE GANG JUNCTION BOX WITH SINGLE -GANG MUD -RING AND BLANK PLATE AT 18" AFF LION. PROVIDE CATEGORY 6 UTP CABLE U.O.N. CEILING MOUNTED DATA OUTLET, RECESSED DOUBLE GANG JUNCTION BOX WITH O SINGLE -GANG MUD -RING AND BLANK PLATE AT 18" AFF LION. PROVIDE CATEGORY 6 UTP CABLE U.O.N. GENERAL NOTES 1.0 PROVIDE ALL LABOR, MATERIALS EQUIPMENT AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE WORK AS SHOWN ON THE DRAWINGS. 2.0 PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED BUT STILL REQUIRED TO INSURE PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 3.0 EXPERIENCED ELECTRICIANS SHALL PROVIDE ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRICAL CONTRACTORS, SCOPE OF WORK. ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS. 4.0 SUBMIT ALL DISCREPANCIES IN WRITING TO THE A/E PRIOR TO SUBMITTING BID. BID SUBMISSION CONSTITUTES ACCEPTANCE OF FIELD CONDITIONS. 5.0 ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING LATEST CODES AND STANDARDS: NFPA, NEC, NEMA, NECA, ANSI, UL, LOCAL CODES, ORDINANCES, REGULATIONS, FPL STANDARDS AND JURISDICTION HAVING AUTHORITY. 6.0 ALL CONTRACTOR PROVIDED MATERIALS SHALL BE NEW AND FREE OF DEFECTS AND UL LISTED FOR INTENDED APPLICATION. 7.0 DO NOT SCALE ELECTRICAL DRAWINGS. WHERE SPECIFIC DETAILS AND DIMENSIONS FOR ELECTRICAL WORK ARE NOT SHOWN ON DRAWINGS, CONTRACTOR SHALL TAKE MEASUREMENTS AND MAKE LAYOUTS AS REQUIRED FOR THE PROPER INSTALLATION AND COMPLETION OF WORK. 8.0 THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED INSURANCE COVERAGE, PERMITS, FEES INSPECTION AND TESTING. 9.0 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH CONSTRUCTION PROGRESS. 10.0 CONTRACTOR SHALL FIELD SURVEY THE SITE FOR VERIFICATION FOR ALL ASPECTS OF THE PROJECT PRIOR TO BIDDING. 11.0 FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, SWITCHES, PANEL BOARDS, CONDUITS AND OTHER WORK. 12.0 ELECTRICAL CONNECTION LOCATIONS TO EQUIPMENT SHALL BE FIELD VERIFIED PRIOR TO ROUGH IN OR COMPONENTS. 13.0 COORDINATE MOUNTING LOCATIONS OF LIGHTING SWITCHES, F/A DEVICES, TV, DATA/TEL OUTLETS AND RECEPTACLES WITH MILLWORK PRIOR TO ROUGH -IN, 14.0 CONTRACTOR SHALL PROVIDE ALL MATERIAL TO SUPPORT AND SECURE ALL ELECTRICAL COMPONENTS PER NEC FROM THE BUILDING STRUCTURE. 15.0 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. 16.0 CONTRACTOR SHALL INSPECT ALL EXISTING EQUIPMENT TO REMAIN TO INCLUDE CABLING, PATCH PANELS AND NETWORK APPLIANCES. PROVIDE UPDATED DIRECTORIES 17.0 CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF SELECTED EQUIPMENT REQUIRING MAINTENANCE, AS PER FBC ENERGY CONSERVATION C405.6.4.2 IWS/LAN CABLING NOTES 1.0 THE DATA DISTRIBUTION SHALL BE INSTALLED IN ACCORDANCE WITH THE TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) AND ELECTRONICS INDUSTRY ALLIANCE (EIA) BUILDING TELECOMMUNICATION WIRING STANDARDS GENERAL GUIDELINES WITH MODIFICATIONS AND CLARIFICATIONS THAT ARE CONTAINED WITHIN THE FODG 2.0 INSTALL WORK IN A NEAT, HIGH QUALITY MANNER AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL CODES 3.0 ALL CABLE RUNS SHALL BE A CONTINUOUS SINGLE BACK FOR EVERY CABLE RUN. SPLICING IS NOT PERMITTED. 4.0 PROVIDE MINIMUM CATEGORY 6 (TIA/EIA 568 STANDARD) COMPLIANT DATA LINK FROM PATCH PANEL TO FURNITURE OR WALL FACEPLATE 5.0 PROVIDE PLENUM RATED CABLE AS REQUIRED 6.0 PROVIDE FIBER BACKBONE IAW SSA HEARINGS OPERATIONS TECHNICAL DESIGN GUIDE. 7.0 COPPER CONNECTORS SHALL BE CATEGORY 6, 8-PIN MODULAR CONNECTORS, T568A WIRED 8.0 USE BEST PRACTICES TO ROUTE CABLES WITH SUFFICIENT BENDING RADIUS AND SPACING AS TO NOT INTERFERE WITH TRANSMISSION IN ANYWAY 9.0 PROVIDE J-HOOKS FOR CABLE SUPPORT OF HORIZONTAL RUN, MOUNTED 5' ON CENTER. DO NOT EXCEED 40 PERCENT FILL RATIO. J-HOOKS SHALL BE GALVANIZED STEEL WITH 90 DEGREE ROLLED SAFETY EDGES AND HAVE A STATIC LOAD CAPACITY OF 30 POUNDS 10.0 PROVIDE LATCHED RETAINERS TO CONTAIN CABLES WITHIN HOOK AREA 11.0 PROVIDE LABELS FOR ALL CABLES, FACEPLATES, OUTLETS, AND PATCH PANELS USING WHITE SELF -LAMINATION ADHESIVE LABELS, LASER PRINTED 12.0 DO NOT EXCEED MANUFACTURER'S MAXIMUM ALLOWANCE FOR PULLING TENSIONS ON CABLES 13.0 IT CONTRACTOR TO COORDINATE ALL NETWORK ADMINISTRATION REQUIREMENTS WITH SSA TO INCLUDE IP ADDRESSING AND NETWORK APPLIANCE SELECTION DRAWN BY: W. MCFEE CHECKED BY: D. MERRIL DATE: 12/22/20 _o0 Z=U F w w O H z Z ¢�zcl W O W O L f w ~ 0 0Lu - W Z Z Z Z Z Q Q o d(~ w 8 J Q a O0 o wz - �= QtWSOOy= D >~Z w a jwlc) 0 �zW O Z0w ow025;M U 0oo�cxWoha EL W pp , FOOlrl,61A V, '%®NA_ L1_ ��,;, . DEC 2 p 20a U E - m o - •L C N m o E M00 a 04 u T i N W Z rN + N c is E € o Uc w 0 � Lo t n Lo N M Q a U W Z o N �M J C) J L W >> w U)C7U) o w o H Q Z T 00 o0U cr �a0Q L7 U O a rd Z <C < Z I- W O -I Z SHEET D1 SCALE GENERAL NOTES 1. CONTRACTOR TO PROVIDE LABELING IN ACCORDANCE WITH SSA REQUIREMENTS. FLAG NOTES DATA THIS AREA IS EXISTING TO REMAIN U.O.N.. MAKE MINOR ADJUSTMENTS IF REQUIRED DUE TO RENOVATIONS. MPLOYEE NTRANCE FAk t �rt Ali Privacy wallcr W 4Y 0 y RECEPTION AREA SSR' -60. ' .0 m : P GUARD LP &8 84 71 '8 8 u at 12 IWS IWS TWS Tws 1ws °� IVS IWS IWS IWS IWS ENTRY LOE3Y MAIN ENTRANCE DATA DISTRIBUTION r SCALE: 3/16"=1'-0" DRAWN BY: W. MCFEE CHECKED BY: D. MERRILL DATE: 12/22/20 SCALE: — w t- 0 co z 0 w o: z O F- IL ww n w Wo1zWci F— w11 = O z U)w OWu,�� cw G W"IFOff:� F— o<Z; z0g W t- i=�or— Cn FUJ O p Q �2a0awLU n— W— = ¢ W W O 2 N= U w= U O W (� F-Xw)-�Z LU <ok: > M0mr,z O o�oWNW U Wm ww NQ>,UK 2, 3 U E U � 'Ln ^L+ Co M W N N T v 04 m y LL 06 GJ � UW 0 7 N n I 1 WE—Z � U�— D '^ U) Z) (-) ''LL^I vJ N~ VJ L �M = LL J oof o O aOQ r�, U 00 U) a G 'o z Co— — Q ® CL U) Q SHCFI y s f i ar i OBTAINED FROM HEARING OPERATIONS TECHNICAL DESIGN GUIDE I D3 SUPPORT CABLES ON J-HOOKS AND SECURE WITH VELCRO CABLE TIES. INSULATED BUSHING_ TYPICAL AT CONDUIT ENDS CEILING_ CAVITY TELE ' I POWER POLE SYSTEMS FURNITURE PARTITION PROVIDED BY OTHERS DATA OUTLET WITH CABLE LABEL NAMEPLATE AND CAT. 6 LOCATION— T568A CONNECTOR MOUNTED (TYPICAL) AS SPECIFIED ADJUSTABLE J-HOOKS (5'-0") ON CENTER (TYP.) SECURE J-HOOKS TO STRUCTURE ABOVE. r TWO POST AND STUB UP' FOUR POST LAN (3/4") C TO"RACK (BY EC) ABOVE WITH LABEL CEILING WALL MOUNTED[ GROUNDING LUG LOCATION CONNECT GROUND TO RACK DATA OUTLET WITH NAMEPLATE AND CAT. 6 T568A CONNECTOR AND JUNCTION BOX IWS/LAN CAT 6 INSTALL (TYPICAL) CAT 6 CABLE STUB UP CABLE TRAY TO (6") ABOVE CEILING 1 #6 INSULATED EG, TO EG BUS IN IG PANELBOARD EXISTING PARTITION OR WALL (TYP.) CAT. 6 UTP CABLES. 17 TERMINATE IN PATCH PANELS DATA OUTLET WITH T568A CONNECTOR. COIL FOR ANALOG ANY EXCESS CABLE IN CABLE DEVICE TRAY AND LOOSELY SECURE WALL MOUNTED WITH VELCRO-TYPE STRAPS TERMINATE CONDUIT AT (18") AFF OBTAINED FROM HEARING OPERATIONS TECHNICAL DESIGN GUIDE D3 PROVIDE FACE PLATE LABELS FOR ALL OUTLET FACEPLATES WHITE COLOR AND MACHINE PRINTABLE WITH LASER PRINTER PROVIDE SELF LAMINATING ADHESIVE WHITE LABELS MACHINE PRINTABLE WITH LASER PRINTER 2" X 2' PATCH PANEL (TYP. Iws AMPHENOL VOICE V PATCH PANEL IWS/LAN DATA OUTLET . 1 • 25-PAIR AMPHENOL CABLE RJ-21X (BY LOCAL TELE/COMM CARRIER) TELEPHONE BACKBOARD (BY OTHERS) OBTAINED FROM HEARING OPERATIONS TECHNICAL DESIGN GUIDE I D3 WDS RE CAULK M BOARD SECTION A D3 MAX PIPE OR CONDUIT DIAM (IN.) ANNULAR SPACE (IN.) F RATING (HR) T RATING (HR) 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 1 114TO1/2 30R4 30R4 4 0TO1-1/2 1OR2 0 6 1/4TO1/2 30R4 0 12 3/16TO318 1OR2 0 PIPE PENETRATION JL SYSTEM NO. W-L-1001) D3 DRAWN BY: W. MCFEE CHECKED BY: D. MERRIL DATE: 12/22/20 SCALE: = 0 1,0 z = o w w0 Z F x n H Q o f Z O Z ¢ U_ N w O x K LL 2i i¢ w o w W 0 N 1--m Q LDL>g I— U)x W,Upmm O z 0 O J O z I-aa°oOW� I- m - zwratz ¢ LL O m w m 0 0)o=p a ~ a w i -<0::0 0 LL0 Z E o Z -� oLu >� U co 0 >- 0ir H a pop w O M M Lo N n M Li: O M 7 N N M JOLDMF„ . •• FVV': � 0 10•P• U�� rs/ONAlLE' DEC 2 2 293 W 06 U W Z Lo m U O' — — m J LL _ � U) Q_ -r D L co n F W U) Z 0 D z00 O 00 �� U) o a_ 0 CL n_ w ZQ U) �( Q ® W W SHEET rn co r`