Loading...
HomeMy WebLinkAbout699 Aero Ln 06-759, 06-760, 06-761 Sprinklersf ' �� ya��, QG-�s9 pG�-74� a�-��� i Warren J. Von Werne, P.E. Consultant Structural Engineer 117 Sun!ower Street, Royal Palm Beach, FL 33411 October 19, 2005 Geoffrey Design Group, Inc. 19646 Spring Oak Drive Eustis, FL 32736 Attn: Pam Geoffrey Re: Wiginton Fire Sprinkler 699 Aero Lane Sanford, FL 3277 t The 6'-4" wide by 7'-2" nigh door opening to be cut into existing concrete wall panel number 58 shall be a minimum of24 inches from the center of the roof joist girder bearing and a minimum of 18 inches from the edge of the panel in order to avoid the need for secondary reinforcement of the panel. The exposed panel reinforcing in the cut out opening shall be grinded back a minimum of 1 inch into the panel and filled with Sika Top t23 or approved equal. If yo,.i have any questions or need any additional information regarding this matter, please contact me.. Warren J. Von `,'ierlie, P.E. Floida PE# 56959 I ARCHITECT DRAWING SYMBOLS 1 'IA ELEVATION TAG 1.25J ROOM NUMBER TAG FIRE EXTINGUISHER I SECTION TAG A-1 DE TAIL TAG NORTH ARROW A-1 TOP OF BEAM ELEVATION �I WALL TAG "1 ! DOOR TAG A WINDOW TAG A KEY NOTE TAG REVISION TAG INTERIOR OFFICE RENOVATIOI\-i � \✓ SPRINKLERS � SANFORD FLC')',RlnA- 32771 CONSULTING ENGINEERS PENINSULA ENGINEERING, INC. 2016 Alden Rd. Orlando, Florida 32803 407-246-1688 T LU S.R.46 D m Q � z m CODE DATA CODE REFERENCE: FBC 2004 NFPA 101, 2003 PERMIT AGENCY CITY OF SANFORD, FLORIDA EXISTING OCCUPANCY: F2 FACTORY LOW —HAZARD (NO OCCUPANCY CHANGE) WITH ACCESSORY OFFICE (B) AND STORAGE S-2 OCCUPANT LOAD 1/100 GROUP B BUSINESS OCCUPANCY HEIGHT OF BLDG ONE STORY TOP OF JOISTS: WAREHOUSE/SHOP: +19'--0" OFFICE: + 14'-9" YEAR/TYPE OF CONSTRUCTION: 1997/ STANDARD BLG, CODE 199-4 TYPE IV UNPROTECTED SPRINKLERED INTERIOR SQUARE FOOTAGE: EXISTING OFFICE 18,620 SF NEW OFFICE(FORMERLY FACTORY ACCESSORY) 1,783 SF SUB TOTAL OF BUSINESS OCCUPANCY SF: 20,403 SF (21 % OF TOTAL) EXISTING FACTORY ACCESSORY OFFICE AREAS: 3,350 SF NEW FACTORY ACCESSORY OFFICES: 440 SF SUBTOTAL OF FACTORY ACCESSORY OFFICES 3,790 SF (57. OF FACTORY) TOTAL OFFICE TYPE SPACES(BUSINESS AND FACTORY ACCESSORY): 24,193 SF TOTAL FACTORY AREA: 53,507 SF TOTAL STORAGE AREA WITHIN FACTORY: 20,000 SF TOTAL SQUARE FOOTAGE OCCUPIABLE: 97,700 SF PLUMBING FIXTURES: OFFICE = 20,403 PERSONS OR 1/100 (204 PERSONS) 102 MEN AND 102 WOMEN REQUIRED: 4 TOILETS AND 2 LAVATORIES EACH FOR MEN AND WOMEN PROVIDED: WOMEN: 4 WATERCLOSETS AND 4 LAVATORIES MEN: 2 WATERCLOSETS, 2 URINALS(50% PER 419.2) AND 4 LAVATORIES. 2 DRINKING FOUNTAINS REQUIRED — ONE 2 LEVEL ACCESSIBLE FOUNTAIN PLUS FILTERED WATER PROVIDED FACTORY = 53,507 SF OR 1/100 (535 PERSONS)266 MEN AND 266 WOMEN STORAGE WITHIN FACTORY = 20,000 SF OR 1 /500 = 40 PERSONS (20 MEN AND 20 WOMEN) TOTAL FACTORY/OFFICE = 306 MEN AND 306 WOMEN ACTUAL NUMBER OF FACTORY PERSONNEL IS LESS THAN 100 REQUIRED: 3 TOILETS AND 3 LAVATORIES EACH FOR MEN AND WOMEN PROVIDED: WOMEN: 3 WATER CLOSETS AND 3 LAVATORIES MEN: 3 WATER CLOSETS AND THREE URINALS PLUS MULTI USER CIRCULAR LAVATORY 2 DRINKING FOUNTAINS REQUIRED AND 2 EXISTING PROVIDED 255 Primera Blvd. Suite 230 Lake Mary, FL 32746 407-246-1688 NOTE. EXISTING BUSINESS OCCUPANCY TENANT CURRENTLY OCCUPIES FACTORY AND ONLY SMALL PORTION OF EXISTING OFFICE AREA. THE INTENT IS TO RENOVATE PHASE 1 OF THE OFFICE AREA AND HOUSE THE MINIMAL OFFICE STAFF (6 PERSONS) IN THE COMPLETED PHASE 1 PRIOR TO INITIATING DEMOLITION AND WORK IN THE BALANCE OF THE SPACE. LEGAL DESCRIPTION BLOCK 20 M.M. SMITHS SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 55, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA INDEX OF DRAWINGS ARCHITECTURAL A-1.0 COVER SHEET A-2.1 FLOOR PLAN A-2.2 DEMOLITION PLAN A-2.3 FLOOR PLAN A-2.4 REFLECTED CEILING PLAN A-3.0 DETAILS, GENERAL NOTES AND DOOR SCHEDULE A-4.1 ELEVATIONS A-4.2 DETAILS A-5 FINISH SCHEDULE PLUMBING P1 * PLUMBNING SPECIFICATIONS, SCHEDULES & NOTES P2* PLUMBING DEMOLITION PLAN P3* PLUMBING RENOVATION PLAN & RISERS MECHANICAL M1 * HVAC SPECIFICATIONS & LEGEND & NOTES M2 * HVAC DEMOLITION PLAN M3 * HVAC RENOVATION PLAN M4 * HVAC SCHEDULE & DETAILS ELECTRICAL E1 * ELECTRICAL SPECIFICATIONS, SCHEDULES & NOTES E2 * RENOVATION LIGHTING PLAN E3 * RENOVATION POWER & FIRE ALARM PLAN E4 * SCHEDULES ELECTRICAL FIRE SPRINKLER PLANS FS-1 * FIRE SPRINKLER PLAN FS-2 * FIRE SPRINKLER PLAN * BY CONSULTING ENGINEERS �D Ln �r- �D LJ m I- 00 .A PLANS REVIEWED CITY Or SANFORD kv w *7 IERMIT # J. WA L LA CE & A SSOCIA TES 4800 N. Orange Blosson Trail Orlando, Florida 32810 407-291-9292 PARKING : REVIEWE TOTAL OFFICE TYPE SPACES(BUSINESS ARE FACTORY ACCESSORY): 24,193 SF/4 SPACES PER 1,000 GFA = 97 SPACES REQUIRED By. TOTAL FACTORY AREA: 53,507 SF/2 SPACES PER 1,000 GFA = 107 SPACES REQUIRED TOTAL STORAGE AREA WITHIN FACTORY: 20,000 SF/1 PER 1,000 GFA = 20 SPACES REQUIRED Sanford Fire rev Div, TOTAL SPACES REQUIRED: 223 INCLUDING 7 HANDICAP SPACES �� I , j TOTAL EXISTING PARKING: 212 INCLUDING 8 HANDICAP SPACES ate` `(-� I_5� PLUS ADDITIONAL ALONG UNUSED DOORS ACTUAL NO. OF EMLPOYEES — MAX. 150 BLOCK 29 EXISTING RETENTION POND EXISTING ACCESSIBLE RAMP POLE iF) 0 :TI II OLE NI.I IIIOLC I PHONE' RISER VALVE STING CAT H BASIN PO�ER POKE EXISTING STORM MANHOLE SAN TARP MANHOLE EXISTING RETENTION POND I .IS 9NG SANI MAN PHO ° RIS WATER,% LIGuI VA!_VE IUL a JaFEN vC LE EOFFREY ESIGN GROUP, INC. SPACE PLANNING INTERIOR DESIGN 5G4G 5pring Oak Drlve EU5t15, Honda 3273G TEL: 954-GO9-0082 FAX: 352-357-1 907 State of Flonda Llc.: IB 0001 230 SHEET TITLE DATE REV# DESCRIPTION 10-21 —05 FOR PERMIT FILE: 2038.00 DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIJR DESIGN CORPORATION PAMELA A. GEOFFREY• PRESIDENT GCOFFREY DEWN GROUP, INC. ID 0000 253 Sl"ATE OF FLOR:DA ILI 0007230 ARCHNECT OF RECORD MICNAEL S. AIA AR 131bl7b1 PROJECT # SHEET # 2038-00 D__ PARTIAL FLOOR PLAW _ 111111/%R5 1` � }_ OCCUPANCY 1 SCALE: 1/16" = V-0" BUSINESS AREA VS. FACTORY/STORAGE REQUIRES 2 HOUR RATED SEPARATION WITH ONE HOUR REDUCTION FOR FULLY SPRINKLERED SPACE. NFPA TABLE 6.1.14.4.1 FBC 302.3.2 OFFICE AREA WITHIN INDUSTRIAL AREA IS (4%) ACCESSORY USE (<25% OF PRIMARY OCCUPANCY) AND REQUIRES NO SEPARATOIN. NFPA 5.1.14.11T�(�3)302.2 ASSEMBLY AREA IS ACCESSORY TO BUSINESS AND REQUIRES TWO-HOUR SEPARATION FROM INDUSTRIAL PER NFPA TABLE 6.1.14.4.1 AREA SERVES LESS THAN 300 FBC 302.3.2 PERSONS AND IS FULLY SPRINKLERED WHICH ALLOWS ONE HOUR REDUCTION. IF FACTORY IS GROUP F-2 LOW HAZARD OCCUPANCY (MANUFACTURES SPRINKLER PIPE/PARTS) ACCESSORY OFFICE AREAS TO FACTORY: 3,790SF (4%) BUSINESS AREA: 20,403 SF (18% OT TOTAL) 2 SEE PLAN DETAIL 2 THIS SHEET FOR OCCUPANCY SEPARATION INFORMATION. 1 SEE SHEET A2-2 FOR DEMOLITION PLAN DETAIL �2- I SEE SHEET A2-3 FOR FLOOR PLAN DETAIL 2-� P A r R*T ul"I RA' 41, T Y P E to" ' " EXISTING TILT -UP CONCRETE WALL (1-HOUR RATED) EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE REMOVED NEW PARTITION. REFER TO PLAN FOR PARTITION TYPES -77 NEW RATED PARTITION. REFER TO PLAN FOR PARTITION TYPES NOTE: DOORS SHOWN AT 45 DEGREE ANGLES ARE EXISTING TO REMAIN THE BUILDING IS FULLY SPRINKLERED. FIRE SPRINKLER WORK IS RELATED TO THE RENOVATION OF OFFICE AREAS AND THE ADDITION OF RACK SPRINKLERING FOR EXISTING RACKING IN SHOP AREA. EET TITLE DATE REV# DESCRIPTION 10-21-05 FORE PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPURATION PAMELA A. GEOFFREY. PRESIDENT GEOFFREY DESIGN GROUP. INC. ID 0000 253 SPATE OF FLORIDA 113 0001230 0 ARCHITECT' OF RECORD MICIIAEL S. NOELL, AIA AR 13781 PROJECT # SHEET # 2 u" ' " 4 n® 0 A 1 SCALE: 1/16" = V-0" I I �I. / I I I I I I (D 'rz\ E xl/ N1 0 T E S EXISTING CEILING GRID SHALL REMAIN IN THIS AREA. ri r=i ri I r-L---- --t—JL-------L-1--- REFERENCE ( NLY)--�-� ,Li -,-- - -�--1- -1 - -I- LINE OF NEW I OFFICES TO E 1 l I i�� I I I kA CONSTRUCTED. �i J _ — �. I I I I I i l l l l <>REMOVE EXISTING LIGHT FIXTURE FOR FUTURE RE -USE. CONSULT WITH OWNER FOR INSTRUCTIONS FOR STORAGE VS. DISCARD OF SURPLUS FOR ANY FIXTURES NOT REQUIRED PER NEW PLANS. B REMOVE EXISTING SPEAKER AND ASSOCIATED WIRING. AND DISCARD. REMOVE EXISTING COMPRESSED AIR (CA) AND/OR NITROGEN (Ni) PIPE DROP C SECTION, CAP OFF ALL LINES ABOVE CEILING. (TYP. AT OFFICE AREAS) REMOVE EXISTING DOORS AND FRAME, CONSULT WITH LANDLORD FOR D STORAGE VS. DISCARD INSTRUCTIONS. REMOVE EXISTING OUTLETS AND ASSOCIATED WIRING AND DISCARD. NOTE "SM" E REFERS TO SURFACE MOUNTED OUTLET AND CONDUIT. REMOVE EXISTING PARTITION AND OUTLETS AS REQUIRED FOR NEW PLAN LAYOUT. F NOTE THAT A PORTION OF THIS PARTITION SHALL REMAIN SO AS TO CREATE A DRYWALL HEADER WHICH SHALL BE BRACED TO THE STRUCTURE ABOVE PER NEW PLAN DETAILS. THIS HEADER SHALL REMAIN SO AS TO LEAVE THE EXISTING CEILING GRID IN PLACE. 0 REMOVE THERMOSTAT OR FIRE ALARM DEVICE OR EMERGENCY LIGHT FIXTURE. DISCARD OR RE -USE PER ENGINEERING DRAWINGS. >TOREMOVE PORTION OF PARTITION AS REQUIRED FOR NEW WINDOW. REFER FLOOR PLAN FOR NEW CONSTRUCTION REQUIREMENTS/DETAILS. NOT USED J REMOVE CEILING GRID, LIGHT FIXTURES, HVAC DIFFUSERS AND/OR RETURNS THIS AREA. REFER TO REFLECTED CEILING PLAN AND ENGINEERING DRAWINGS FOR NEW CONSTRUCTION REQUIRED THIS AREA. K EXISTING ROOM TO REMAIN AS IS EXCEPT REMOVE AND REPLACE CEILING TILE AND INSTALL NEW FINISHES PER FINISH PLAN. NOTE THAT ROOMS DESIGNATED K MAY STILL REQUIRE ABOVE CEILING WORK PER NEW MECHANICAL OR REQUIRE NEW ELECTRICAL OUTLETS. REFER TO ENGINEERING PLANS FOR ANY NEW WORK IN THESE AREAS, L REMOVE EXISTING COUNTER TOP/CABINETS. PATCH REPAIR PARTITOINS AS REQUIRED FOR NEW -LIKE APPEARANCE AND TO RECEIVE NEW FINISHES PER FINISH SCHEDULE/PLAN. CONSULT WITH OWNER FOR STORE VS. DISCARD OR RE -USE INSTRUCTIONS. REMOVE PARTITION, DOOR&FRAME , OUTLETS, FIXTURES AS SHOWN, REFER TO NEW L� PLANS FOR ANY RE -USE OF EMERGENCY LIGHTING OR FIRE ALARM DEVICES. I I LJ 0 D r, I I I I I I LJ LJ LJ EXISTING CEILING G7CID SI-�IZLL—"REMA(N IN THIS AREA. r-1 L.d LJ r=i r, is r-i I I LJ LJ LJ 11 I LJ 19 LJ LJ K I i> O VLi--------- I I I I I I I I I I I I I I XISTINC---CEILING G ID SHALL REMAIN IN THIS AREA. 1 1_ 1I �� �� �� I I I I ���—" I I I I I I i I I I I I i I I I yI-Ir o\� �� I I �;� I I I —; —I — } —}-— I I I J I d`\, I i _ o _ 1'`�o t —I :1 I I I I I I I I I I I I I I I �� ---r4— I"51! \ DD IHsI �\ p \ i _— �m> �I_i I I -- —�—I I I I] I 'M 11 j —h" T —1 i— T `1 T I I— v M I I_ � I —I- F L J —J I I I I I I I I I 1 1� 1 1 1 1 1 1 1 1 1 1 1 I I r if ®I REFERENCE LINE i_ J I _ _J _ L w_— L I 1-1— LJ —I — L— 1 I I I I I I I I FOR NEW CONSTR. / EXIST( G EIUNG I I I I I I I I I I I I I I I I r �— —I— —1 — —i — I— J GRID s _ REMAIN I I I I I I i I I IN THIS A EA. �/ H ! RE ER NC E_ rINEI F(,R I I I I I I 1 1 1 ( I I I I I I I 7 I R I I I I 1 1 I _I_ _I_ I B I I I I I I I I I I I I I I I I r-i I i I► �cI I I — I I , �'� �'`� �� �'� �'� P I i I I_ I I —I_ I J — B I 9 I I� I I I I I 1=` T s J i �_ I I _� _ — LJ LJ LJ LJ LJ �� —� —-- I IIII --l—I— —I— I— --I— — i— —I—I— , _j --�-F--�--------�-_---�==T, c �f Ijilli I I I I I I I I I I I I I I I I I I }— i I I J _I ��_I I ii-I�J- I �_li! I I_LJ__J_I-_L LyJ LJ LJ LJ LJ LJ T-1- I I N I I I_ -------REFERENCE LINE F R I I I I I AREA OF NEW CON�RUCTION `� T ��— 1 )- �, � I I I_ �� �— 'I19� I�� lye !,I I IIII I I I i1 I I 11 1 1 I I 1 1 ,zoo I I I I I I I I I I I I I i t I I I I -I _lii I I_ I_I LJ LJ LJ L�9 E I I I I I �' IC �; -} -! - -inl- I- T ` -- T --� T —1 —I IK I o IL I I I I I `—i I 101 I I I 1 1 I 1 I �— 1 I _ 'Z --i- +}- 1I I I I 0 F PI A$ I I I I I I I I I I I I I I► _I_ I _I_ I I I I _ I I _I_ I I_ I _I_ . ,' B �� H wN j"`��� i r-1 T7_ I I I I M—I T �_I I I I I I �� �� 1'� I='� 1�� �'� 1 1= I I I I I I I I I I I I I I`� 9 I I 1 I I I I I :%'�� `�•I I I I I I I I I` 11 I I I I I I -__ __�_ ' T-I-r-F-I F-FT-TTT-I- -I 1-l"-'I L J L J- --I- J- L- I- ��- i- i- -I J;'------------,1 .1-4 -1_ -1-- + J L J L J L J L J L T( (i l I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 ��' 4.�1 I I I I � -I-�'�-I- - 1.J_��.J_L _ _I_1�_J_1_I_-I_L��I I. I M Friwi;6�7 ry r\, REFERENCAf- �->- LINE FOR I I I I I I I I I I L I I I `J� 1 T 7 �� ��'' I— i— I _ G NEW CONSTR. K I_�'J_L>T<K> I_II_I I J_LG J_L_L1J_L1J_��-1_L1_I T —i I— T I r T-1I— T I I i I I i OP% AREJ10U3E AR ZISEXISITING TO�R/ N IS IN yW/ WORK/SHALL OCCUR E SHOP/ -AS-PART 6F­T�PERPitIT/380F�'K. ° I a Ls tl tl P--- �.w__ H I I I I I q I I RM. TO T _ S ,- \I Lit FT-1- T I—� � 1---4-I-;--�-4-' -I REMAIN O ��o - - I l�_�i� rrP - -� r ' F��� __�" ., i�t—�T I r-t_ - .�—t- — rtI—I_ __�-r7-I- r I 4C7� I I 1 IJ I I LJ_I L1 h�L____1J I ' _ I L L 1� 1 -� - I_ I �— I _�_ �- I— I _Lj EXISTING CEILING — -- I I r I I I I I I I I► I I I 'I°I 24 GRID SHALL REMAIN o p��I_ I I IN THIS AREA. — - i ' `\ �C r7 11r<�rl� I r7 , L_ J— r — —1— � i— — — — — — — — — H P k =�-H 4- —; ' I — {— —;= H =1= � =I= � �_�� � I � I fi fi— 7 7 I I T Ib ® U I — `�iI I I LO Rs _ r --=�_� I I I I I L_ L_ J TO RE AN I -I- �� I p u I I— 42 05 0 REMOVE ONLY A PORTION OF THIS PARTITION SO AS TO CREATE AN NEW FILE ALCOVE FOR "BUILT-IN" FUTURE FILES BY OWNER. Z WHERE FLOOR IS SAWCUT AND REMOVED FOR NEW PLUMBING PIPES, REFILL AND REPLACE WITH LIKE MATERIAL AND MATCH �' REFER TO PLAN SECTION/DETAILS FOR REQUIREMENTS. NOTE EXISTING EXISTING SMOOTH FINISH. WALL SHALL REQUIRE BRACING TO THE STRUCTURE ABOVE PER NEW PLAN REQUIREMETNS. REMOVE EXISTING HVAC FIXTURE AND RELOCATE PER � ENGINEERING PLANS. REMOVE DOOR AND FRAME. EXISTING DOORS MAY BE RE -USED PROVIDING THAT THEY MEET THE REQUIREMENTS PER THE DOOR SCHEDULE AND ARE REFINISHED TO NEW -LIKE APPEARANCE. BB REMOVE EXISTING TOILET PARTITIONS. CONSULT WITH OWNER FOR DISCARD VS. STORAGE INSTRUCTIONS. P REMOVE SHOWER AND RELATED PLUMBING FIXTURES AND ACCESSORIES. CONSULT WITH OWNER FOR STORAGE VS. DISCARD INSTRUCTIONS. REMOVE COUNTER AND PLUMBING FIXURES AND MIRROR. SEE CC PLANS FOR NEW REQUIREMENTS. Q REMOVE LOCKERS (INCLUING BUILT UP FLOOR BASE). CONSULT WITH OWNER FOR INSTRUCTIONS FOR STORAGE FOR FUTURE RE -USE VS. DISCARD. DID REMOVE EXISTING DRINKING FOUNTAIN AND REPLACE WITH NEW PER ENGINEERING SPECIFICATIONS. R REMOVE EXISTING SHOWER AND SHOWER ACCESSORIES. CONSULT WITH OWNER FOR STORAGE VS. DISCARD INSTRCUTIONS• EE REMOVE PORTION OF TILT -WALL CONCRETE PANEL FOR NEW DOUBLE DOOR OPENING. REMOVE PLUMBING FIXTURE & RELATED PIPING. NOTE THAT OPENING SHALL BE CUT MIN. CAP ENDS OF WATER LINES AND PLUG SANITARY 18" FROM GIRDER AND 24" FROM EDGE OF PANEL. AND VENT LINES AS REQUIRED. SEAL WALL/FLOOR REFER TO SHEET A2-3 - KEYNOTE 1 FOR FURTHER INFORMATION. WITH LIKE MATERIAL. REMOVE EXISTING URINALS AND URINAL SCREENS. SAVE FOR RE -USE FF REMOVE FLOOR DRAIN. PLUG SANITARY LINE. SEAL FLOOR OPENING WITH LIKE MATERIAL. S FOR NEW SHOP AREA MENS ROOM. T�CHANGED REMOVE THREE TOILETS AND STALLS. NOTE THIS AREA SHALL BE TO DESIGNATED MENS ROOM AND URINALS MAY BE RE -INSTALLED IN THESE AREAS IF THEY MEET THE REQUIREMENTS PER THE PLUMBNING SPECIFICATIONS. REMOVE PORTION OF PARTITION AS REQUIRED FOR NEW DOOR OR OPENING IN PARTITION. EXISTING OFFICE TO REMAIN AS IS EXCEPT FOR NEW FINISHES PER FINISH SCHEDULE. C W, NOT USED REMOVE PLUMBING FIXTURE & RELATED PIPING. CAP ENDS OF WATER LINES AND PLUG SANITARY AND VENT LINES AS REQUIRED. SEAL WALL/FLOOR WITH LIKE MATERIAL. REMOVE CABINET, SINK, COUNTERTOP, AND DRINKING FOUNTAIN AND DISCARD. REMOVE PLUMBING FIXTURE & RELATED PIPING. CAP ENDS OF WATER LINES AND PLUG SANITARY AND VENT LINES AS REQUIRED. SEAL WALL/FLOOR WITH LIKE MATERIAL. SCALE: 1/8" = 1'-0" 3.1 a 7 r :. ; L REFER TO MECHANICAL PLUMBING PLAN FOR DETAILS ABOUT PLUMBNING FIXTURE REMOVAL. UNLESS OTHERWISE NOTED, DEVICES SHOWN DASHED ON THIS PLAN SHALL BE REMOVED. QUANTITIES AND LOCATIONS ARE APPROXIMATE. REMOVE ALL DEVICES THAT INTERFERE WITH NEW CONSTRUCTION. REFER TO ELECTRICAL DRAWINGS "EXISTING CONDITIONS GENERAL NOTES" SALVAGE CIRCUITS FOR RE -USE IN RENOVATION WHERE PRACTICABLE. LABEL CIRCUITS THAT ARE NOT RE -USED AS SPARE. r � t CONTRACTOR SHALL VISIT THE SITE TO THOROUGHLY UNDERSTAND THE SCOPE OF DEMOLITION AND WORK TO BE PERFORMED. EXISTING TILT -UP CONCRETE WALL (1-HOUR RATED) EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE REMOVED NEW PARTITION. REFER TO PLAN FOR PARTITION TYPES NEW RATED PARTITION. REFER TO PLAN FOR PARTITION TYPES NOTE: DOORS SHOWN AT 45 DEGREE ANGLES ARE EXISTING TO REMAIN FACTORY AREA IS IN USE & OCCUPIED BY FACTORY STAFF. EXISTING OFFICE SPACE IS PARTIALLY OCCUPIED/UTILIZED BY TENANT. ALL AREAS DESIGNATED AS PHASE ONE SHALL NOT BE OCCUPIED DURING CONSTRUCTION AND SHALL BE SEALED OFF FROM OCCUPANT TRAFFIC WITH VISQUEEN OR BARRIERS TO REDUCE NOISE/DUST AND SO AS TO MINIMIZE DISTURBANCE TO EXISTING OPERATIONS. PROJECT IS PHASED IN ORDER TO ALLOW PHASED AREA 1 TO BE COMPLETED FOR UTILIZATION BY EXISTING (MINIMAL) STAFF. THEN OTHER AREAS SHALL COMMENCE. EOFFREY SIGN UROUP, INC. SPACE PLANNING Im IN 0 Ill IN Is ul INTERIOR DESIGN! i 9G50 Spring Oak Drive Eustis, Florida 3273G TEL: 954409-OG62 FAX: 352-357-1 907 Stag of Florida be,: I 0001 230 ET TITLE D'EMU"'LMON INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP. INC. ID 0000 253 STATE OF FLORIDA 16 0001230 ARGHILECr OF RECORD MIGHAEL S. NOELL+ ALA AR 137a, ,I t 4 EXISTING PARTITION TO REMAIN. REFINISH PER FINISH SCHEDULE. PATCH AND REPAIR WHERE REQUIRED THROUGHOUT. E"f1 EXISTING TILT -UP CONCRETE WALL (1-HOUR RATED) TO REMAIN NEW OFFICE/FACTORY SEPARATION ONE HOUR RATED PARTITION. REFER TO DETAIL 1/A3. 1e EXISTING FULL HT. PARTITION TO BE MODIFIED TO CONFORM TO PARTITION TYPE 1 REQUIREMENTS 1-HOUR RATED U-465. REFER TO TO DETAIL 1 /A3. 2 NEW GYP. BD. PARTITION TO ROOF DECK. SEE DETAIL 2/A3 3 NEW GYP. BD. PARTITION TO EXTEND 6" ABOVE LAY -IN CEILING WITH SOUND ATTEN. INSULATION. SEE DETAIL 3/A3 4 NEW GYP. BD. PARTITION TO UNDERSIDE OF ROOF DECK. WITH SOUND ATTEN, INSULATION. SEE DETAIL 4/A3. PARTIAL HEIGHT PARTITION SEE DETAIL 5/A3 6 _ — 7/8" METAL FURRING STRIPS (9 16" O.C. WITH 1 /2" GYP. BD. OVER EXISTING TILT UP PANEL WALL NOTE: DOORS SHOWN AT 45 DEGREE ANGLES ARE EXISTING TO REMAIN IDICATES DOOR SHALL HAVE A J-BOX FUTURE CARD ACCESS READER (BY OTHERS). NOT PART OF THIS PERMIT. El 0/' / s wIffm1w. J ' THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS COMPLY WITH ALL OF THE REQUIREMEMENTS OF THE FLORIDA ACCESSIBILITY CODE (FBC 2001 CHAPTER 1 1) ALL NEW CONSTRUCTION SHALL COMPLY WITH NFPA 101 (2003) AND THE FLORIDA BUILDING CODE 2004. ANY ALTERATION TO THE EXISTING BUILDING SHALL COMPLY WITH SECTION 11.4.1 ACCESSIBLE ELEMENTS AND SPACES: SCOPE AND TECHNICAL REQUIREMENTS. ALL DOORS SHALL COMPLY WITH SECTION 1 1-4.13 ALL FLOOR LEVELS TO COMPLY WIHT FBC 1 1-4.5. NO CHANGE IN LEVEL SHALL EXCEED 1 /4" ON AN ACCESSIBLE ROUTE OR MAX. 1 /2" WITH A BEVELLED/SLOPE EDGE TREATMENT. I. Nk- N � 71M y NEW DOUBLE DOOR OPENING. DOOR SIZE (2) 36" X 84" PLUS FRAME. OPENING IN TILT UP PANEL SHALL BE MINIMUM 18" FROM COLUMN LINE/GIRDER AND j SHALL ALSO BE MINUM 24" FROM EDGE OF PANEL AS SHOWN. FIELD VERIFY. REFER TO ATTACHED STRUCTURAL LETTER WHICH INDICATES THAT NO ADDITIONAL RE-INFORCEMENT SHALL REQUIRED. NO DEVIATION FROM THESE MINIMUM CLEARANCES SHALL BE PERMITTED. <2> OPENING IN PARTITION FOR FUTURE SYSTEMS FURNITURE DESK (BY OTHERS) FUTURE WATER/WALL AND FIREPLACE FEATURE. SEE ENGINEERING PLANS FOR 3 PROVISIONS FOR WATER, LP GAS AND POWER FOR FUTURE INTENDED USE < > (NOT PART OF THIS PERMIT) NEW 1/4" TEMPERED GLASS IN STAIN GRADE WOOD FRAME INTERIOR <4> WINDOW. REFER TO DETAIL 9/A3 FOR REQUIREMENTS. < >OPENING IN PARTITION WITH PLASTIC LAMINATE LEDGE. TWO SIDES FIXED GLASS AND CENTER SECTION SLIDING. REFER TO ELEVATION B/A4.1 AND RELATED DETAILS. EXISTING TOILET PARTITIONS TO REMAIN. CONCTRACTOR TO CLEAN, VERIFY WORKING ORDER AND REPAIR ANY OUT OF ORDER COMPONENTS AS REQUIRED. % URINAL SCREENS RELOCATED FROM ROOM 140 AND RE -INSTALLED. RE -INSTALLED LOCKERS. INSTALL TO MATCH PREVIOUS INSTALLATION METHOD. PATCH AND REPAIR ALL BASE PLATES AS REQUIRED TO MATCH EXISTING. HANDICAP MIRROR 9 BOBRICKB-293 SERIES TILT MIRROR B-293 1630 (16"W X 30"H) MOUNT BOTTOM EDGE AT 40' AFF. MAX. EXISTING LOCKERS RE -INSTALLED IN SAME PLACE 10 AS THEY WERE PREVIOUSLY. REMOVED IN ORDER TO CONSTRUCT NEW PARTITION, PATCH/REPAIR AS REQUIRED. FINISHED OPENING IN PARTITION, 12'-0" W X 8'-0" HIGH 1 1 FOR FUTURE SLIDING DOOR ASSEMBLY BY FURNITURE MANUFACTURER. DOOR ASSEMBLY TO BE PROVIDED AND INSTALLED BY FURNITURE VENDOR. CONTRACTOR TO COORDINATE EXACT OPENING DIMENSION REQUIREMENTS. 12 UPPER AND LOWER CABINET. SEE ELEVATIONS C AND D ON SHEET A4.1 FOR REQUIREMENTS. 3 UPPER AND LOWER CABINET. SEE ELEVATION E ON A4.1 FUTURE SYSTEMS FURNITURE (BY OWNER) AND NOT PART 14 OF THIS SCOPE OF WORK. SHOWN FOR REFERENCE FOR OCCUPANCY/DENSITY OF PROPOSED SPACE ONLY. NEW OPENING IN EXISTING PARTITION. SEE PLAN FOR WIDTH. 15 HEIGHT IS 7'-0". BRACE TO STRUCTURE ABOVE AS REQ'D TO MEET MINIMUM L/240 DEFLECTION. PROVIDE SHELF AND HAGAR ROD AT INTERIOR OF CLOSET. 16 INSTALL WOOD BLOCKING IN PARTITION AS REQUIRED FOR SUPPORT. 1' 5 ADJUSTABLE SHELVES ON H.D. KV SHELF STANDARDS. SEE DETAIL4/A4-2 FOR REQUIREMENTS. I EXSTING HANDIWASH FIXTURE TO REMAIN i EXISTING OFFICE SPACE IS PARTIALLY OCCUPIED/UTILIZED BY TENANT. ALL AREAS DESIGNATED AS PHASE ONE SHALL NOT BE OCCUPIED DURING CONSTRUCTION AND SHALL BE SEALED OFF FROM OCCUPANT TRAFFIC WITH VISQUEEN OR BARRIERS TO REDUCE NOISE/DUST AND SO AS TO MINIMIZE DISTURBANCE TO EXISTING OPERATIONS. PROJECT IS PHASED IN ORDER TO ALLOW PHASED AREA 1 TO BE COMPLETED FOR UTILIZATION BY EXISTING (MINIMAL) STAFF. THEN OTHER AREAS SHALL COMMENCE. PHASE 7 NE 4'-3"+/- 17 EXISTING FULL HT. PARTITION TO BE MODIFIE Q 1 1Q tvt NTS 12 5'-0" 9 TO CONFORM TO PARTITION TYPE 1 REQUIRE E 0-- Tr-- Nil 1-HOUR RATED U-465 rs a i Ell —O lP fl O I - E oo REPLACE _ - le 18� 5'-5" �, B A4.1 z 3/OX6/8 EXISTING ELEC. EXISTING DOORS / 133 132 C®. E AE `� SERVICE OFFICE 0SCOFFICE V.I.F.0 % / 134 Q. I Q.3 OX6 8 /8 E WOMENOPEN AREA 4-s" //��A/4.1> / I 1e AV EQUIP. 6 �-�( JA3 "P /IST°G OFFICE TRADING I 142 6 I 1 ALn 2'-2" E � 3 4 A4.1 A V-7" 1'-7" 14S T-1" 5'-6" l'-6" MIN. 1 0 4'-0" 4'-0' C®U n 6 - 10,-0„ 100 OPEN OFFICE ALIGN 2 z L� �1 \ J 2 O 3 1 - a 4 �� 130 0 A O Q °j o OP SIN I A IST'G OFFICE t o I 13'-4" 3'- 5 I L L Gt ,0 A- o �' I I O E �� ' ' 6 _- OFFICE _ OFFICE 2 , SIM. i z 5 �REP.It ROOM EQ. EQ— FI;I EXCEPT o OFFICE 4 152 o i +9 6" A. F. F I ,� SUPPLY A4.1 1 I OFFICE OFFICE I �, N ❑ 2 �, 1� r I 1'-11" O 3'-0" 0 9g 1 14'-1" rim] 137 Ilk=n I I -)— O kSVG OFFICE I 10 � j lW IJ CORR. --------- 10'-7" 10'-6" [ED-4 /I\ ETI ETI ETI 129 1 it 6 ETI I ETI 1 ETI ETI ETI — — — — ��- - 1 F — - - — -ETI o o I I I II Ln ETI — — ETj -- I I ❑ I CORK. 1, cA I I 128 COFFEE SidAC1C L- I I— � I `J' OFFICE ALIGN E E E v D 6'-0" L J L E --L®FFICE I I I--- - I COPY/FAX FAx I ® I 17t I OPEN AREA 27 OPEN OFFICE I ❑ I OPEN AREA TELE 1st L 174 4 a 163 I I I 0 M 1 G 1 3 CA igloo ffm 3 E[J 0 OPEN AREA— I A4.1 M (� A4.1 F I-- 10'-4" 12'-0" 14'-0„ - — A4.1� 10'-0" I 10'-0" (� N J I ALIGN 3 3 — -- <4) 4 3 !-1 ORKST. A41K (n� 4 128 \ \�7 OFFFlCE _I E W 6'-6" ,S I a 3 01114 t= �, OFFICE OFFICE E i z -- SUPPLY '- - 4 4'-0" I E OFFICE t� 4'-11" I — I I. J 4,-8„ in3 3 3 �fl I! 1 &S 1 Eb E o 0 I 5 I 5 O i TELECCOMM I -- �O I - I ^ - - - I EQ. EQ EQ. EQ 0 _ _ �_��I �_ _ OFFICE OFFICE o 14 I �v 3 I SUPPLY A o 10 / I CORK. 3 A4. "I x l 1 I E 3 M I^ 169 9�2 E ❑ ❑ C i 8 OPieF19 tiREA _ �I LJ ❑ 186 3 <> ti7 �, 0„ 2'-11" 7,_0„ 2'-11" F12411 2'-6' 17 3 4 —1 4'-0" I t J E E U 1 4 j' �I O J E TT s� N —_ A O I V �� E o ( JAN. CLO. I I OFFICE A4.1 i WH 124 14 OFFICE E 4 I CORR. 4\ 1 7 I I _�„ - i EN FFI I NI, 5'-4" 111 I ®P 1sa ° I A4.1 fit' 4 1�o Q r 114 _ I 8_ PLoTm2 COPY _ Q 3 { 1� — OFFICE o I ❑ - t�� 14 0 I I TJ 14 I I 11 �O 9 -pl" I 4 ,� I 4'-1" 1 3'-11„ 16'-4" n �i I I I - - - -\ `' - I - (� - -\' I - ,J A4.1'T Q - - -r �1- - �i FILE 3 T 1 1i Il - -- _ — o CONFERENCE i� OEN AR 1113 `�' 2'-3" I 3 II II 4 I 181 17 _ I to CORR 4 ((� n U A4.1 S • R f ALIGJ -�J_(� - I SIM. 4 CONFERENCE I I� OFFICE �+ 3 O �1te 4 1s'-5 1 I 1 s�3 117 IL _ J �14> OPEN AREA T (P. 23'-1" I 1 t Q I 14.I 1» OFTY COFF.i I � -- — ta7 14 I I `J 4 i I � 14 �. 4' 1t" � �2\0,, - 14 _ I 7 O _ i TII r__ --- ------ _ -- — - l .I EXEC. ASST. — — ,I i� I T 1t9 1,3'-10" OFFICE OFFICE ��> � � — — I 14 � 7 .. _ _ T _ 4 1 -9„ OFFICE T \ E E \ I COPY MAIL Q �� I 4 fir— 13 122 4,_5„ 3 „ 014'F- OPEN OFFICE 1�-= I °i t A4.1 r 16 R4'-9�I I 1 3 5g I J �'� ��- �_ -- OFFICE E � � 4 —_--. — J I n `o', i �� � L A OF ALIGN � II COR 1 � I 4 4 r _ p ? X8/0 _ E E - � E E e E E E O OFFICE07 -z, OFFICE EXEC. LOUNGE - E E- ` ❑ L`1 I-t E E E ❑ ® n 109 ❑ OFFICE a OFFICE OFFICE OFFICE OFFICE 7'-0 1 OFFICE OFFICE o L L OFFICE 1s�e 1s39 1S0 tsar 1 2 1RECEPTIO OF CE OFFICE 0®E 1� 15 1os t8'-z" 12 -10„ M10 1� / E I/ o 4 ,14 3 13 M 1 1 0 To 4 EXISTING HANDICAP RAMP 8 EXISTING ACCESSIBLE EXISTING SHELL BUILDING REMAINS AS IS TO REMAIN AS IS 3 ENTRY TO REMAIN NO ALTERATIONS TO THE EXISTING SHELL/ - i PERMIMETER WALLS SHALL OCCUR AS PART OF THIS PERMIT/SCOPE OF WORK (70 1 l,f C, 1 ,� J o� o 0 o a 0 SCALE: 1/8"=1'-0" OFFEY Ur% ,0g., U EIN O Pq INC. SPACE PLANNING IN IN I11111 m 0 m INTERIOR DESIGN 1 9G50 Spring Oak Drive Eustis, Florida 3273G TEL: 954609-OG82 FAX: 352-357-1 907 State of Florida Lsc.: IB 0001 230 ET TITLE ,EFL0C�R' PLAN DATE REV# DESCRIPTION 10-21-05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESICN CORPORAITON PAMELA A. GEOFFREY. PRESIDENT GEOFF'IEY DESIGN GROUP, INC. ID 0000 255 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL. AW AR 13701 PROJECT # SHEET # 204 0uu /\2 %j u CEILING LEGEND CT"1 ARMSTRONG CIRRUS SECOND LOOK II #514 SCOPRED 24"X24" WITH 15/16" PRELUDE GRID EXISTING GRID AND FIXTURES TO REMAIN. CLEAN AND REPAIR < >A AS NECESSARY. INSTALL NEW CEILING TILE PER SCHEDULE. ARMSTRONG CIRRUS 24"X 24" OPEN PLAN #558 TEGULAR BEVELLED TILE WITH "15/16" PRELUDE GRID PATCH AND REPAIR EXISTING RID AS REQUIRED FROM NEW B CONSTRUCTION AND/OR DEMOLITION. ARMSTRONG ULTIMA #1915 BEVELLED TEGULAR TILE EXISTING GRID AND FIXTURES TO REMAIN, CLEAN AND REPAIR CT3 24"X48" WITH 15/16" PRELUDE GRID. AS NECESSARY. INSTALL NEW CEILING TILE PER SCHEDULE, PATCH AND REPAIR EXISTING GRID AS REQUIRED CONSTRUCTION AND/OR DEMOLITION. FROM NEW C I ARMSTRONG FINE FISSURED # 1733 24"X48" ANGLED TEGULAR WITH 15/16" PRELUDE GRID. NEEW CEILING TILE PER SCHEDULE AND NEW FIXTURES PER ENGINEERING PLANS, ARMSTRONG FINE FISSURED CERAMAGUARD #608 T5 24"X48"SQUARE LAY -IN WITH 15/16" PRELUDE GRID. ADD NEW GRID TO MATCH EXISTING WHERE NEW CONSTRUCTIONAND MO MODIFIED AND FNECESSARY.. IXTURES TO REMAIN CT6 ARMSTRONG CIRRUS 24" X 24"CHAMFERED TEGULAR #557 WITH 9/16" SUPRAFINE GRID AND TO BE CLEANED ORREPAIIREDINAS < > E NEW CEILING GRID, TILE AND FIXTURES. CT% ARMSTRONG CIRRUS 24"X 48" OPEN PLAN #568 TEGULAR BEVELLED TILE WITH 15/16" PRELUDE GRID F PATCH AND REPAIR GRID. INSTALL NEW CEILING TILE PER SCHEDULE. RELOCATE FIXTURES PER ENGINEERING PLANS. PATCH AND REPAIR GRID. INSTALL NEW CEILING TILE PER G SCHEDULE. INSTALL NEW FIXTURES PER ENGINEERING PLANS. ii EXISTING GRID, TILE AND FIXTURES TO REMAIN. ANY CEILING WORK RELATES ONLY HVAC RENOVATION WHERE APPLICABLE. NOTES INSTALL ALL NEW CEILINGS ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. USE #12 HANGAR WIRE AT LAY -IN CEILINGS CEILING HEIGHT IS TYPICAL AT 9'-0" UNLESS NOTED OTHERWISE. GYP. BOARD CEILINGS ARE TO BE FRAMED USING 20 GAUGE METAL STUDS AT 24" O.C. - TYPICAL. CEILING LEGEND SPECIFIED BOTH GRID AND TILE TYPE. REFER TO KEYED NOTES TO DETERMINE WHICH AREAS REQUIRE TILE ONLY VS. TILE AND GRID. FADED GRID LINES INDICATE EXISTING GRID DARK GRID LINES INDICATES NEW ENGINEERING DRAWINGS TAKE PRECENDENCE OVER ARCHITECTURAL. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES REQUIRING CLARIFICATION. SCALE: 1/8"=1'-0" EXISTING OFFICE SPACE IS PARTIALLY OCCUPIED/UTILIZED BY TENANT. ALL AREAS DESIGNATED AS PHASE ONE SHALL NOT BE OCCUPIED DURING CONSTRUCTION AND SHALL BE SEALED OFF FROM OCCUPANT TRAFFIC WITH VISQUEEN OR BARRIERS TO REDUCE NOISE/DUST AND SO AS TO MINIMIZE DISTURBANCE TO EXISTING OPERATIONS. PROJECT IS PHASED IN ORDER TO ALLOW PHASED AREA "I TO BE COMPLETED FOR UTILIZATION BY EXISTING (MINIMAL) STAFF. THEN OTHER DOFF EY f"11% D IGN '%UAROUP, INC. SPACE PLANNING ® 0 m qIII m w Im INTERIOR DESIGN 9650 Sprincj Oak Drive Eu5ti5, Florida 3273G TEL: 954-GOO-OG62 FAX: 352-357-1 907 State of Florida Lic.: 115 0001230 SHEET TITLE DATE REV# DESCRIPTION 10-21-05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFRE! DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA 16 0001230 / 0- .7 P25__ ARCHIECT OF RECORD MICNAEL S. NOELL. AIA AR .13751 !PROJECT ^ 2 r U48. uu I ■ i GENERAL NOTES .AND CONDITIONS ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VISIT THE SITE 1. AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXIST'G CONDITIONS COMPLY WITH CURRENT CODE REQUIRE- MENTS. NOTIFY ARCHITECT IN WRITING IF CHANGES ARE NECESSARY. NO EXTRAS WILL BE GIVEN. REPORT ANY DISCREPANCIES IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBMITTING PROPOSAL. CONTRACTOR SHALL PROVIDE PROTECTION OF EXIST'G SURFACES AND 2• COMPONENTS DURING DEMOLITION/CONSTRUCTION. PROVIDE CON- TAINMENT OF DUST AND DEBRIS AS REQ'D. ALL REPAIR OF DAM- AGED SURFACES AND MATERIALS AS WELL AS CLEAN UP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE 3. AND OBTAIN ACCESS TO THE SITE WITH BUILDING MANACEMENT. VERIFY VERTICAL ACCESS RESTRICTIONS WITH THE OWNER PRIOR TO USE. 4. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES AND REGULATIONS INCLUDING THE LATEST EDITIONS OF THE NATIONAL FIRE CODE, NFPA 101 LIFE SAFETY CODEAND THE FLORIDA BUILDING CODE PLUS ANY ADDITIONAL LOCAL BUILDING CODES HAVING JURISDICTION. 5. THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK. 6. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OW- NER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 7. THE CONTRACTOR AND SUB -CONTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER. THE CONTRACTOR SHALL PROVIDE LABOR MATERIALS NECESSARY TO MAINTAIN CONSTRUCTION SCHEDULING. THE SUB - CONTRACTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. 8. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACOTR IN A FIRST CLASS WORKMAN -LIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ACCEPTANCE BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GEN. CONTRACTOR AND LANDLORD. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WORK: - MAKE-WAY/HOOK UP SCHEDULING OF ALL TRADES AND WORK (INCLUDING WORK OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). - PROVIDING BARRICADES, TEMPORARY POWER, LIGHTING TELEPHONE SERVICES, ETC. AS REQ'D TO COMPLETE WORK. - TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT OF ALL UTILITY CHARGES DURING CONSTRUCTION. - COORDINATION WITH OWNER OR AGENT OF DELIVERY AND RE- MOVAL IF MATERIALS, EQUIPMENT, AND OTHER ITEMS TO/FROM SITE. - REMOVAL OF TRASH AND DEBRIS. PLACE IN DESIGNATED CONTAINERS AS DIRECTED BY OWNER/AGENT. REMOVE ALL TRASH FROM PREMISES. - ISSUE ALL ADDENDUMS, REVISIONS AND UPDATES TO SUBCONTRACTORS IN A TIMELY MANNER. 9. ALL DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY, NO CHANGES, ADDITIONS, OR DELETIONS SHALL BE MADE WITH OUT WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DESIGN DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY. 10. THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER IN CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING JURISDICTION. IT. DIMENSIONS INDICATED ON THE PLANS ARE FINISHED FROM FACE OF DRYWALL. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BEGINNING WORK, USE FIGURED DIM. ONLY. DO NOT SCALE DRAWINGS. 00 NOT DEVIATE FROM THE WRITTEN DIMEN. MORE THAN 2" WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION IS NOT PERMITTED WHERE "CLEAR" OR"HOLD" DIMENSIONS ARE INDICATED. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE THE PLANS OR SPECIFICATIONS. 12. ALL WORK SHALL BE LAID OUT TRUE, SQUARE AND PLUMB TO EXACT AND CORRECT DIMENSIONS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT IN WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION. 13. ALL. MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK MUST BE NEW AND UNUSED(U.N.O.), FIRST QUALITY, FREE FROM DETECTS AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS FOR THE APPUCATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS QUALTIY. 14. ALL WORK TO BE PERFORMED BY QUALIFIED CONRACTORS IN STRICT ACCORDANCE W/ THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS, 15. ALL FINISHES ARE TO BE SELECTED BY THE TENANT FROM THE BUILD'G STDS. PROVIDED BY THE LANDLORD. I6• CONTRACTOR SHALL PROVIDE CUT -SHEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBSTITUTION 70 ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLING. IT PRODUCT MANUFACTURERS INDICATED IN SCHEDULES AND/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR, ETC. AND ARE NOT IN- TENDED TO RESTRICT THE COMPUMVE BIDDING. PRODUCTS EQUAL TO OR IN- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITING PRIOR TO PURCHASE OR INSTALLATION. 18. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN GUARANTEE FOR ALL WORK UNDER THS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. 19. CONTRACTORS AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AN APPROVED FIRESTOP AT ALL PENETRATIONS THROUGH RATED WALL AND CEILING ASSEMBLIES, REFER TO 3-M PENETRATION DETAILS. 19. CONTRACTOR SHALL FURNISH ALL ANCHORAGE FOR WALL OR CEILING MOUNTED EQUIPMENT. VERIFY ATTACHMENT LOCATIONS 00 NOT CONFLICT WITH REINF. 20. THE CONTRACTOR SHALL LOCATE PRIOR TO CORING OR ATTACHMENT THE STRUCTURAL COMPONENTS AND REINFORCEMENTS MEMBERS AFFECTED. DO NOT CORE OR DRILL INTO POST TENSION CONCRETE STRUCTURES WITH OUT PRIOR VERIFICATION OF THE LOCATION OF REINFORCEMENT MEMBERS. 21, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WORK WHICH HAS BEEN DAMAGED, REPLACE ANY WORK THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS. CORRECT ANY DEFECTS DUE TO FAULTY MATER- IALS AND WORKMANSHIP WH/ APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF SPACE. 22, THE CONTRACTOR SHALL PRESENT THE COMPLETED WORK TO THE OWNER FOR ACCEPTANCE, CLEAN AND READY FOR OCCUPANCY. ALL CLASS SHALL BE CLEAN AND POLISHED, FLOORS SWEPT BROOM CLEAN, CARPETS VACUUMED, FIXTURES WASHED WITH ALL LADLES REMOVED AND SITE FREE FROM DEBRIS AND TRASH. DIRE DEPARTMENT NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO PULL A SEPARATE PERMIT FOR FULLY AUTOMATED FIRE SPRINKLER SYSTEMS, PROVIDE SIGNED AND SELAED SHOP DRAW- INGS BY A REGISTERED ENGINEER(STATE OF FLORIDA) FOR OWNERS APPROVAL. ALL WORK SHALL CONFORM WITH THE S.F.B.C. CHAPTER 38 AND NFPA STANDARDS. 2, PROVIDE ONE 5 LB., 2A, U.L RATED ABS TYPE FIRE EXTINGUISHES FOR EA. 2,500 SF. EXACT LOCATION AND QUANTITY REQUIRED SHALL BE APPROVED BY THE FIRE DEPARTMENT INSPECTOR. ARCHITECTURAL NOTES 1. CONCEAL ALL FASTENINGS AND ATTACHMENTS FROM VIEW, 2. ALL INTERIOR PARTITIONS ARE 4 5/8" U.N.O. 3. ALL DOOR FRAMES TO BE LOCATED 4" FROM ADJACENT PARTITION, U.N.O. 4. ALIGN ALL INTERIOR WINDOWS WITH TOP OF DOORS U.O.N. 5. ACCESSIBLE RESTROOMS SHALL CONFORM TO THE FLORIDA ACCESSIBILITY CODE MOST CURRENT EDITION. 6. PUBLIC RESTROOMS SHALL HAVE FLOORS AND WALLS OF IMPERVIOUS MATERIALS TO A HEIGHT OF 60' AFF. MILLWORK NOTES I. CONTRACTOR SHALL FIELD MEASURE LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL BUILT-IN MILLWORK TO ARCH- ITECT/OWNER PRIOR TO FABRICATION. 2. PROVIDE NECESSARY WOOD BLOCKING AT ALL BUILT-IN LOCATIONS SHOWN. NOTE FOR STUDS AT WALL HUNG PLUMBING FIXTURES: STUDS TO COMPLY WITH FBC 25105.1 and 2318.1.5. STUDS SHALL BE DOUBLED OR MIN. 20GA. WITH MIN. EFFECTIVE MOMENT OF INTERTIA EQUAL TO 0.864 IN. CONNECT STUDS TOP AND BOTTOM (2510.5.2) AND PROVIDE A HORIZ. MEMBER SECURELY FASTENED TO MIN. 2 STUDS (2510.5.3.) 3. CONTRACTOR SHALL NOTIFY ARCHITECT OF ALL TELEPHONE/ELECTRIC AND/OR OTHER CONFLICTS WITH BUILT-IN MILLWORK PRIOR TO FABRICATION. 4. USE ONLY 3/4" OR 5/8" 45LB. INDUSTRIAL BOARD OR BETTER U.N.O. 5. ALL INTERIORS OF CABINETS TO BE NO LESS THAN 100-GRAM MELAMINE. 6• ALL 'NET AREA COUNTERTOPS AND BACKSPLASH UNDERLAYMENT TO BE 3/4" PLYWO. 7. HINGES TO BE HEACY DUTY, EUROPEAN STYLE, 95 DEGREE OR BETTER U.N.O. 8. ALL DOORS AND DRAWERS SHALL HAVE FULL EXTENSION SELF CLOSING EUROPEAN SLIDES OR EQUAL. 9. FILE DRAWERS SHALL HAVE ACCURIDE, C-3832 FULL EXTEN. SLIDES ( 150# CAP.). 10. PROVIDE 1 1/2" SCRIBE ON CABINETS ABUTTING WALLS U.N.O. 11. ALL MILLWORK SHALL: - BE CONSTRUCTED IN ACCORDANCE WITH "PREMIUM GRADE" STANDARDS AS DEFINED BY THE ARCHITECTURAL WOODWORKING INSTITUTE. - HAVE INTERIOR WHITE MELAMINE CABINET FINISH U.N.O. - BE CONSTRUCTED OF 3/4" BIRCH PLYWOOD U.N.O. - HAVE PLASTIC LAMINET APPLIED TO CABINET DOOR FACES WITH LAMINATE BACKING SHEET AS RECOMMENDED BY MANUFACTURER. HAVE GROMMETS FURNISHED AND INSTALLED PER TENANT REQUEST (ALLOW) ONE PER 6 L.F. OF CABINET/COUNTER TOP. - HAVE FINISHED EDGES ON EXPOSED SURFACES. - BE FREE OF DEFECTS - CHIPPING, WARPING, CRACKING, DISTRESS, ETC. THAT WOULD RESULT IN AN UNEVEN OR DAMAGED SURFACE. - ALL CABINETS SHELVES TO BE FINISHED 4 SIDES, DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL ASPECTS OF THE DEMOLITION PROCESS AND WILL TAKE PRECAUTIONS AGAINST DAMAGE TO SURROUNDING SURFACES AND SYSTEMS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING DURING DEMOL. BEARING WALLS AND COLUMNS TO BE DEMOLISHED WILL NOT BE REMOVED UNTIL ADEQUATE SHORING AND/OR NEW STRUCTURE IS IN PLACE AND VERIFIED BY THE ARCHITECT/OR ENGINEER. 3. THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING MECHANICAL/ELEC. AND PLUMBING SYSTEMS. 4. ALL SYSTEMS REQUIRING REROUTING OR TERMINATION SHALL BE IN ACCORDANCE WITH LOCAL CODES AND PRACTICES, OR MANUFACTURER'S SPECIFICATIONS. REMOVE ALL DEBRIS ON A DAILY BASIS AND KEEP JOB SITE CLEAN AND FREE OF HAZARDS. 5. ALL APPLIANCES, CABINETRY, HARDWARE, PLUMBING AND LIGHTING FIXTURES SHALL BE REMOVED WITH CARE AND SALVAGED FOR FUTURE USE. REUSE DOORS AND HARDWARE WHERE APPLICABLE. CONSULT WITH OWNER FOR WHICH MATERIALS TO STORE/REUSE OR DISCARD. 6. PRIOR TO COMMENCING WORK INSPECT SITE FOR THE FOLLOWING: - HAZARDOUS MATERIALS, IF ENCOUNTERED - NOTIFY OWNER AND COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR REMOVAL INCL. ASBESTOS. - ANY EXISTING DAMAGED MATERIALS AND SURFACES - DOCUMENT AS REQ'D FOR PROTECTION AGAINST CLAIMS THAT CONTRACTOR DAMAGES DURING DEMOLITION. - ADJACENT TENANTS OR OCCUPIED WORK AREAS. CONSULT WITH OWNER/ TENANT FOR ACCESS/BARRICADES/NOISE RESTRICTIONS. FINISH NOTES I. CONSULT WITH FINISH SCHEDULE FOR MATERIALS AND FINISHES TO BE INSTALLED. PREPARE ALL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS RECOM- MENDATIONS, 2. ALL OUTSIDE CORNERS OF PARTITIONS SHALL HAVE CORNER BEADS INSTALLED. 3. PROVIDE WATERPROOF DRYWALL IN ALL TOILET ROOMS 4. PATCH ANU REPAIR ANY EXISTING FINISHES TO BE REUSED INCLUDING DOORS/ FRAMES/HARDWARE/CEILING FINISHES AND MATERIALS FOR NEW APPEARANCE.. 5. PREPARE WALLS TO RECEIVE PAINT AND/OR WALLCOVERING AS SPECIFIED IN FINISH SCHEDULE. PAINTED SURFACES SHALL RECEIVE ONE PRIMER COAT TINTED ONE SHADE LIGHTER THAN THE FINISH COLOR SPECIFIED, 6. NOTIFY ARCHITECT/OWNER OF ANY DAMAGE TO EXISTING SURFACES THAT WILL RESULT IN AN UNEVEN OR UNNACCEPTABLE SUBSTRATE FOR FINISH. ONCE CONTRACTOR HAS FINISHED THE SURFACE - HE HAS ASSUMED RESPONSIBILE FOR CLEAN, SMOOTH UNBLEMISHED FINISH AND WILL BE REQUIRED TO REPAIR OR REPLACE ANY DAMAGED OR MARRED SURFACES. 7. PROVIDE VINYL TRANSITITION STRIP BEWEEN VINYL TILE AND CARPET. CONTRACTOR TO LEAVE FLOOR CLEAN AND SMOOTH FOR CARPET/TILE INSTALL. 8• CAULK ALL STOREFRONTS AND WINDOWS PRIOR TO PAINTING. 9. INSTALL SAME FLOORING AS ADJACENT AREA IN ALL CLOSETS U.N.O. 10. ALL CARPET SHALL BE FROM THE SAME DYE LOT WHEN INSTALLED IN CONTINUOUS AREA. IL PAINTED WALLS SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS OF FINISH COAT PER FINISH SCHEDULE. ALL DOORS AND FRAMES TO RECEIVE SEMI -GLOSS. U.N.O 12. INTERIOR FINISHES SHALL SATISFY THE REQUIREMENTS OF FBC CHAPTER 8. WINDOW TREATMENTS 1. ALL EXISTING BUILDING PERIMETER WINDOW TREATMENTS SHALL BE REMOVED AND REPLCAED WITH NEW PER SCHEDULE. ENGINEERS DRAWINGS TAKE PRECEDENCE OVER ALL NOTES USTED BELOW FOR PLUMBING, HVAC, ETC. PLUMBING NOTES 1. PROVIDE ALL FIXTURES AS SPECIFIED IN ENGINEERS FIXTURE SCHEDULE. NOTIFY ARCHITECT IMMED. IF ANY ITEMS HAVE BEEN DISCONTINUED. 2- CONTRACTOR MAY PROPOSE ALTERNATES WHERE SPECIFICATIONS ARE EQUAL OR BETTER PRODUCTS. PROVIDE CUT SHEET AND COMPLETE SPECIFICATION TO ARCHITECT/OWNER FOR APPROVAL PRIOR TO ORDERING OR INSTALLING. 3. ALL WATER PIPING IS TO BE COPPER 4. FURNISH AND INSTALL AIR CHAMBERS AT EACH PLUMBING FIXTURE. 5. REFER TO ENGINEERS DRAWINGS FOR COMPLETE SPECIFICATIONS AND FIXTURE SCHEDULES. 6. WHERE DISSIMILAR METALS ARE JOINED - APPROVED INSULATING UNIONS SHALL BE USED. 7. PVC SHALL NOT BE USED IN RETURN AIR PLENUMS. VERIFY RETURN AIR SYSTEM PRIOR TO BID. HVAC NOTES 1. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. 2. ALL SHT MTL. DUCTWORK SHALL CONFORM TO S.M.A.C.N.A STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS, 3. BRANCH TAKE -OFFS MUST BE PROVIDED WITH APPROVED ADJUSTABLE AIR SPUTTER DAMPERS. 4. FURNISH AND INSTALL TEMPERATURE CONTROLS UNDER THIS CONTRACT INCL HUMIDITY CONTROLS WHEN APPLICABLE. 5. MOUNT THERMOSTATS AT 42" AF.F. U.N.O. 6. CONTRACTOR SHALL PROVIDE AN INDEPENDANT TEST AND BALANCE FOR ALL SYSTEMS. PROVIDE THE OWNER WITH A CERTIFIED COPY. 7• INSTALL FIRE DAMPERS AT ALL DUCTS PENETRATING FIRE RATED ROOF AND IN ALL CEILING PENETRATIONS IN EXCESS OF 100 SQ. INCHES. 8. PROVIDE SMOKE DETECTORS IN BOTH THE SUPPLY AND RETURN DUCTS OF ALL A/C UNITS EXCEEDING 2000 CFM(INTERLOCK WITH ON -OFF CONTROLS). - OTHERWISE PROVIDE FIRE STOPS 9. ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED W/ APPROVED TURNING VANES. TO, A/C UNIT RETURN/SUPPLY SHALL BE OF 1" RIGID FIBERGLASS (UL APPROVED) CUT AND INSTALLED PER MANDE. INSTRUCTIONS. IT. PROVIDE SMOKE DETECTORS AND REMOTE SWITCH PER APPLICABLE CODES 12. ALL FLEX DUCT TO BE CLASS 1 INSULATED WITH SPIN IN COLLARS AND VOLUME DAMPERS. 13. NO COMBUSTABLE MATERIALS SHALL BE ALLOWED ABOVE CEILING IN RETURN AIR PLENUM SYSTEMS, 14• PROVIDE CONDENSATE RELIEF FROM AIR HANDLER UNIT TO EXISTING BUILDING SYSTEM. INSULATE PER CODE. PROVIDE AUXILIARY DRAIN TO NEAREST SINK LOCATION STUB AND CAP AT CEILING LINE. PROVIDE ESCUTEON PLATE TO FINISH. 15, AIRCONDITIONING CONTRACTOR TO VERIFY EXISTING SLAB PRIOR TO ANCHORING AHU/HEAT PUMP, ETC. COORDINATE FINAL ANCHORING DETAIL WITH ARCHITECT 16, ALL FRESH AND EXHAUST AIR DUCTWORK TO BE GALVANIZED METAL ROUTED TO EXISTING BUILDING SYSTEM OR ROOF VIA GOOSENECK AND CAP. PROVIDE FIRE DAMPERS AS REQUIRED BY CODE. 17. CONTRACTOR TO VERIFY WORKING CONDITION OF ANY EXISTING EQUIPMENT BEING REUSED. REPORT ANY PROBLEMS TO ARCHITECT PRIOR TO SUBMITTING PROPOSAL. 18. EXISITNG EQUIPMENT TO BE REUSED SHALL BE SERVICED TO ORIGINAL SPECIFICATIONS. AND INCLUDED AS PART OF THE PROPOSAL. ALL EQUIPMENT LISTED FOR REUSE, WHERE UPON INSPECTION IS DEEMED UNUSABLE SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING, PRIOR TO BID. 'DINT SEALANT: USE 3M FIRE DAM L# HWD0030 OR STI - SPEC SEAL LASTOMERIC CAULK - UL#HWD 6039 CONTINUOUS METAL TRACK AT UNDERSIDE OF STRUCTURE ABOVE DOUBLE CAULK BEAD NONCOMBUSTIBLE FIBERGLASS BATT INSULATION CEILING AS SCHEDULED 5/8" FIRE RATED GYPSUM BOARD EA. SIDE OF 6" 20 GA. GALV. METAL CN STUDS @ 16" O.C. BASE AS SCHEDULED CONTINUOUS METAL TRACK ON FLOOR STRUCTURE DOUBLE CAULK BEAD MATERIALS AND INSTALLATION OF ONE HOIJR PARTITIONS) TO SATISFY ALL REQUIREMENTS OF UNDERWRITER'S LABORATORY DESIGN NO.U465, INCLUDED BELOW FOR REFERENCE: Design No. U465 Nonbearing Wall Rating - 1 HR. 1. Floor ac Ceiling Runner - (not shown) - 25 MSG (min) galv steel 1 in. high, return legs 3-5/8 in. wide (min), attched to floor and ceiling with fasteners 24 in. O.C. 2. Steel Studs - 3-5/8 in. wide (min), 1 -1 /4 in. legs, 3/8 in. return, formed of 25 MSG (min) galv steel max stud spacing 24 in. O.C. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber Batts partially or completely filling stud cavity. See Bats and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum* - 5/8 in. thick, 4 ft. wide, attched to steel studs and floor and ceiling track with 1 in. long, type S self -tapping steel screws spaced 8 in. O.C. along egdes of board and 12 in. O.C. in the field of the board. Joints oriented vertically and staggered on opposite side of the assembly. Canadian Gypsum Co., Ltd. - Types C, SCX, SHX, WRX. Georgia-Pacific Corp., Gypsum Div. - Type GPFS-C. Pabco Gypsum Co. - Type PG-C. U.S. Gypsum Co. - Types C, FCV, 1PX2, SCX, SHX, WRC or WRX. 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. * Bearing the UL Classification Marking SCALE: 3" 24" STUD SPACING LIMITING HEIGHTS INDICATED GIVE THE MAXIMUM UNSUPPORTED HEIGHT ATTACH TOP & BOTTOM TRACK WITH FOR THAT PARTITION TYPE BASED 1 45" SHANK DIA. STEEL FASTENERS ON A DEFLECTION CRITERIA RATIO �� MAXIMUM 24" O.C. OF L/240, WHERE FLOOR TO .f \ STRUCUTURE HEIGHT OF PARTITION .✓ �� LINE OF STRUCTURE ABOVE EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAC r` !I SEALANT AS REQUIRED TO MAINTAIN DEFLECTION _% RATIO OF L/240. CN STUDS ACOUSTICAL CEILING 6" 20 GA. = 17,1' PER SCHEDULE (OR GYP. BD. CEILING) REFER TO CEILING PLAN 6" 18 CA = 18.7' f`- f�l . j: 6" 16 GA = 20.1 ' �=rl 6" 14 GA = 21.5' 5/8" THICK GYP. BD. WALL CEE STUDS \J BOTH SIDES 6" 20 GA. = 17.9' 6" 18 CA = 19.5' �-/ 6" 20GA. JW METAL STUDS AT 24" O.C. 6" 16 GA = 20.9'BArT INSULATION TO 15'-0" A.F.F. 6" 14 = 22.4' AT OFFICE AREAS ONLY JW STUDS 6" 20 GA. = 20.5' GA WALL BASE PER SCHEDULE AT OFFICE SIDE 6" 1= 22.' 6" 166 GA = 23.6' �f .. I AREAS ONLY. PROVIDE 48" HIGH 6" 14 GA = 26.2' _�--_�I PLYWOOD WAINSCOT TO MATCH EXISTING ON FACTORY SIDE. JWE STUDS 6" 20 GA. = 21.6' �\ FLOOR FINISH PER SCHEDULE 6" '18 GA = 23.1' f' CONC. FLOOR SLAB. 6" 16 GA = 24.9' 4 r NOTE FOR STUDS Al- WALL HUNG CN STUDS ' `� 4 a 4" PLUMBING FIXTURES: STUDS SHALL BE 8" 20 GA. = 27.3' a: DOUBLED OR MIN. 20GA. WITH MIN. EFFECTIVE 8" 16 GA = 29.6' " o • MOMENT OF INTERTIA EQUAL TO 0.864 IN. 8" 16 CA = 32.0' 4 CONNECT STUDS TOP AND BOTTOM 8" 14 GA = 34.3" AND PROVIDE A HORIZ. MEMBER SECURELY FASTENED TO MIN. 2 STUDS WALL TYPE2 -SHOP/OFFICE SEPARATION NONm RATED PARTITION SCALE: 3" = V-O" ATTACH TOP TRACK WITH .145"SHANK DIA. STEEL FASTENERS MAXIMUM 24" O.C. PROVIDE 4" 25 GA. METAL FRAMING CONTINUOUS TO STRUCTURE ABOVE @ 6'-0" O.C. FOR MIN. L/240 DEFLECTION. S2s��6" R-19 INSULATION ABOVE i ;::•r.; :.: ACOUSTICAL CEILING ACOUSTICAL CEILING PER SCHEDULE (OR GYP. BD. CEILING) REFER'TO CEILING PLAN 5/8" GYPSUM WALL BD. EACH SIDE 3 5/8' METAL STUDS AT 24" O.C. NOTE FOR STUDS AT WALL HUNG WALL BASE PER SCHEDULE PLUMBING FIXTURES: STUDS SHALL BE DOUBLED OR MIN. 200A. WITH MIN. EFFECTIVE LOOR FINISH PER SCHEDULE MOMENT OF INTERTIA EQUAL TO 0.864 IN. CONNECT STUDS TOP AND BOTTOM CONC. FLOOR SLAB, AND PROVIDE A HORIZ. MEMBER SECURELY FASTENED TO MIN. 2 STUDS ti 4:** NOTE: USE 6" METAL STUDS WALL TYPE = TYPICAL AT ALL PLUMBING WALLS. USE M.R. GYP. BD. WHERE ALL PLUMBING FIXTURES ARE INSTALLED. INTERIOR PARTITION SCALE: 1-1/2" = V-0" 4 SCALE: 1-1/2" = V-0" ATTACH TOP & BOTTOM TRACK WITH 145" SHANK DIA. STEEL FASTENERS MAXIMUM 24" O.C. SEALANT LINE OF STRUCTURE ABOVE ACOUSTICAL CEILING PER SCHEDULE (OR GYP, BD. CEILING) REFER TO CEILING PLAN 5/8" THICK GYP. BD, WALL BOTH SIDES 3" SOUND ATTEN. BLANKET INSULATION 3-5/8" 25GA. METAL STUDS AT 24" O.C. WALL BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE CONC. FLOOR SLAB. DOOR SCHEDULE MARK SIZE DOOR TYPE FRAME TYPE HARDWARE REMARKS V) z ALL DOORS SHOWN AT Q Ld J w o CD J 45 DEGREE ANGLES ARE u o o c LZ CD O :z$ I- 2 w Q o ;- EXISTING TO REMAIN p 0 I e-) p o �, ¢ w z w ¢ Mwi aJ o w OJ -1 WIDTH X HEIGHT X THICKNESS O o V = _3 vi O m F `" `" O _ O o O Q J ¢ O a- ¢ °- O � °- U -' 1 M U E a_ ¢ OS-0" X 6'-8" X 1 3/4" B ® ® MATCH EXISTING DOORS, FRAMES AND HARDWARE �B S-0" X 6'-T X 1 3/4" A ® ® MATCH EXISTING DOORS1 FRAMES AND HARDWARE OS-T X 6'-8" X 1 3/4" A ® ® ® MATCH EXISTING DOORS) FRAMES AND HARDWARE OT-0" X 6'-8" X 1 3/4" q ® ® ® MATCH EXISTING DOORS FRAMES AND HARDWARE EC EXISTING TO REMAIN INSPECT HARDWARE AND CLEAN DOOR. REPAIR ANY NON FUNCTIONING COMPQNENT. O S-0" X 6'-8" X 1 3/4" D ® ® ® 0 0 ® 20 MIN. B LABEL D00 MATCH EXISTING HARDWARE G S-0" X 6'-8" X 1 3/4" D ® ® 0 MATCH EXISTING HARDWRII,RE H T-0" X 6'-8" X 1 3/4" F 719 J S-0" X 8'-0" X 1 3/4" A K 3'-0" X 8'-0" X 1 3/4" E ® ® ® ® SCHLAGE NEPTUNE HARDWARE O VARIES XVARIES X 1-3/8" C O3'-0" X 6'-8" X 1 3/4" D 0 ® 0 0 0 0 20 MIN. B LABEL DOOR MATCH EXISTING HARDWARE N S-0" X 8'-0" X 1 3/4" q ® 17 0 0 SCHLAGE NEPTUNE HAR WARE (DT-T X 8'-0" X 1 3/4" q 0 0 0 SCHLAGE NEPTUNE HART WARE P 3'-0" X 6'-8" X 1 3/4" B ® 10 ® MATCH EXISTING HARDWARE 06 S-0" X 7'-0" X 1 3/4" q O(PR) 3'-0" X 7'4' X 1 3/4" D ® ® ® PROVIDE FLUSH BOLTS,�VOOD ASTRAGAL. O (PR) 3'-0" X 7'-0° X 1 3/4" D ® 0 ® PROVIDE FLUSH BOLTS, YVOOD ASTRAGAL. SCHLAGE NEPTUNE HARDYVARE OT-0" X 8'-0" X 1 3/4" A ® ® ® SCHLAGE NEPTUNE HARD ARE O 3'-0" X 8'-0" X 1 3/4" q ® ® ® PROVIDE FLUSH BOLTS, WV oo ASTRAGAL. SCHLAGE NEPTUNE HARDIARE 72' U.b.N. TAPE AND FINISH CORNERS 3-5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. EA. SIDE I I PROVIDE 2X2 STL. NE'NL POST WITH BASE PLATE. FASTEN TO FLOOR AT ALL FREESTANDING PARTITION ENDS W/ (2) POWER ACTUATED PASTENERS. WALL BASE AS SCHEDULED CONTINUOUS METAL TRACK ON FLOOR STRUCTURE WALL TYPE 5 LOW PARTITION 1 SCALE: 1-1/2" = V-O" DOOM ELEVATIONS 1/4" TEMPERED 1/4" TEMPERED GLASS GLASS / WIR GLASS / WHERE DOOR REC UIRE / RAT NO A B C D F F NOTE CAREFULLY THE MULTIPLE DOOR HEIGHTS IN THE SCHEDULE. ALL DOORS SHALL CONFORM TO THE FBC 2004 SEC. 11-4.13 DOORS MUST COMPLY WITH NFPA 101 CHAPTER 7.2 GENERAL CONTRACTOR 'TO CONSULT WITH BOTH LANDLORD AND TENANT FOR ALL KEYING/REKEYING REQUIRMENTS FOR LOCKS. DOORS AND FRAMES DESIGNATED TO MATCH EXISTING SHALL BE PAINTED H.M. FRAMES WITH STAIN GRADE DOORS (SPECIES AND FINISH TO MATCH EXISTING). EXECUTIVE AREA DOORS SHALL BE SOLID CORE MAPLE WITH MATCHING WOOD FRAMES. SEE FINISH SCHEDULE FOR WOOD FINISH AND PROFILES. CONTRACTOR TO SUBMIT FINISH SAMPLE FOR REVIEW AND APPROVAL PRIOR TO ORDERING/ FINISHING DOORS. CONTRACTOR TO INSPECT AND REPAIR ALL HARDWARE THAT IS NOT OPERATIONAL OR IS IN NEED OF REPAIR. SEE DETAIL 10 THIS SHEET FOR H.M. JAMB AND HEAD DETAIL. 6" R-19 INSULATION ABOVE ACOUSTICAL CEILING AT OFFICE AREAS CEILING AS SCHEDULED 1/2" GYP. BD. 7/8' MTL FURRING CHANNEL @ 16" O.C. TYP. R4.2 FOIL INSULATION AT EXTERIOR TO OUTSIDE WALLS ONLY EXISTING BLOCK WALL WALL BASE PER SCHEDULE (OFFICE AREAS ONLY) FLOOR FINISH PER SCHEDULE (OFFICE AREAS ONLY) CONC. FLOOR SLAB. WALL TYPE 6 FURRING AT BLOCK WALLS SCALE: 1-1/2" = V-0" RECESSED OVERHEAD SUPPORT TRACK WOOD CASING CONCEALING TRACK (MATCH DOOR CASING) (2) SECTIONS OF 1 /4" TEMPERED GLASS IN DOUBLE TRACK ALUM. FRAME. RECESSED TRACK PLASTIC LAMINATE FINISH ALL EXPOSED SURFACES BLOCKING PARTITION PER SCHEDULE OPENING IN PARTITION 1 SCALE: 1-1/2" = V-0" 1X6 C-FER PAINTED TO MATCH MULLIONS 3 5/6' MET. STUDS AT 24' O.C. OVER 3 5/8' METAL RUNNER " \ 5/8" THICK GYP. GD. EACH SIDE PER PARTITION SCHEDULE. EXISTING EXT. GLASS. NONRATED PARTITION AT MULLION 1 SCALE: 1-1/2" = V-0" INFILL STUD HEADER TRACKS INFILL STUD CRIPPLE STUD WOOD CASING TO MATCH DOOR CASING 1/2" WOOD STOP 84" A.F.F. JAMB 1 /4" TEMPERED GLASS CRIPPLE STUD 42" A.F.F a ADDITIONAL PARTITION AS SCHEDULED ANCHORAGE @ JAMB BASE TRACK ., A r SCALE: 1-1/2" = V-0" DOOR HARDWARE ALL DOOR HARDWARE SHALL MATCH EXISTING ON SITE WITH THE EXCEPTION OF THE EXECUTIVE AREA AND CONFERENCE/RECEPTION ENTRY AREA WHICH SHALL USE SCHLAGE AL SERIES NEPTUNE #605 POLISHED CHROME FINISH. CLOSERS: SENTINAL SN54SL SILVER FIN. FLOOR STOPS: IVES 2-5/8" 43426D FIN. BUTTS: HAGER #1279 (EXCEPT AT DOORS WITH CLOSERS USE MED. DUTY) 4-1/2" X 4-1/2" US26D DOOR BOTTOMS: PEMCO SA3 SPRING LOADED PARTITION PER SCHED. METAL STUD RUNNER AULKING (EA. SIDE) r-I I I I H.M. FRAME I I I TO MATCH 2° EXISTING 0 SITE L DOUBLE JAMB STUD WALL + 1" co "I D.W. JAMB ANCHOR l (MIN. 3 PER JAMB) H.M.HEAD /j JAMB MDOOR FRAME SCALE:NTS EOFF F1 E Y E 1G UP I SPACE PLANNING ®�a fflIn0 ®a® INTERIOR DESIGN I OG50 Spring Oak Drive Eustis, Florida 3273G TEL: 954-GO9-OG82 FAX: 352-357-1 907 State of Florida Lic.: IB 0001 230 i �.T I SHEET TITLE STANDARD DETAI DOOR 5C�I EDU LE DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA ID 0001230 ARCHITECT OF RECORD MICHAEL S. NOEUL AIA AR 13761 Om"EOFFIREY 1 1 1 1 A....D SIGN A4.2 UPPER CABINET W/ 2 ADJ. SHELVES 1 /4" TEMPERED GLASS A4.2 UPPER CABINET W/ 2 ADJ. SHELVES A4.2 UPPER CAB►NET W/ 2 ADJ. SHELVES 4.2 UPPER CABINET W/ 2 .ADJ. SHELVES UROUP INC. FIXED SHELVES WITH FULL BACKSPLASH �9 I I 9 FIXED SHELVES WITH FULL BACKSPLASH 9 Z'J PAINTED 2 METAL FRAME �, I FULL CABINET WITH ADJ. SHELVES BEYOND SPACE PLANNING FIXED SIDE PANELS I ► I N I 0' 4" BACKSPLASH 00 AREA 4" BACKSPLASH DO 4" BACKSPLASH 4 2 4" BACKSPLASH INTERIOR DESIGN! LASTIC LAMINATE LEDGE -� FOR PULL OUT DRAWERS 7 SLIDING GLASS PANELS REF. _ PULL OUT DRAWERS _ _ PULL OUT DRAWERS _ _ _ PULL OUT DRAWERS 19550 Sprin9 Oak Drive I I I - I CABINET WITH ONE ADJUSTABLE SHELF N A3 IN CENTER SECTION o (N.I.C.) I I I _ CABINET WITH ONE ADJUSTABLE SHED I _ I CABINET WITH ONE ADJUSTABLE SHELF I I \` I I / I I \ CABINET WITH ONE ADJUSTABLE SHELF EU5to, Florida 3273G C WALL BASE PER SCHED. �1 / I - `' _ 4' TOE KICK 4" TOE KICK cv 4" TOE KICK C1 4" TOE KICK TEL: 954-609-0682 FAX: 352-357- 1907 State of Florida Lic.: IB 0001 230 5A 5B A42 SPACES 3'0" OD =SPACES eN.-% F-'% % / u0py ul\jl CABIONET ELE"AT IWIINUUWRo F TAT 1CE F (A %.ONB C/D SCALE: 1 4"=1'-0" "-1'-0" ,- ,.- �, , , / SCALE: 1/4 - SCALE: 1/4' -1'-0' SCALE: 1/4 -1 -0 SCALE: 1/4"=1 -0" NEW SURFACE MTD. LICHT FIXTURE - CUSTOM FRAMED MIRRORS (BY --__ OTHERS) N.I.C. TISSUE DISPENSERS TILE PER FINISH SCHEDULE. TI EXISTING PLUMBNING FIXTURES OTHERS (NSERS EXISTING PLUMBING FIXTURES RE -INSTALLED AFTER NEW NEW RE -INSTALLED AFTER NEW FINISHES T �- FINISHES. (TYP.) ,.. BOBRICK B4221`M TILE PER FINISH SCHEDULE TILE PER FINISH SCHEDULE CONTURA SEAT DO NOT CUT TILES - USE FULL STING DO NOT CUT TILES - USE FULL COVER DISPENSERCOURSE ONLY. HEIGHT IS APPROX. 1 XINSTA COURSE ONLY. HEIGHT IS APPROX. (OR APPROVED --) 1=72 HIE REINSTALLED NEW TOILET PARTITION PER NEW TOILET PARTITION PER I' J1 (- FINISH SCHEDULE. FINISH SCHEDULE. e 1 r-- --� o I i I i NEW VANITY CABINET i - - — NEW BOBRICK------N i i OPEN B-270 CONTURA (2 BOBRICK B-529 CIRCULAR COUNTER TOP SERIES NAPKIN DISP. TRASH WASTE CHUTES AT COUNTER TOPS OVER EQ. 3'-0°° EQ. TYP. AT WOMENS ROOM (OR APPROVED =) EXISTING TRASH (SHOWN DASHED) REINSTALLED (OR APPROVED EQUAL) SIM. EXCEPT (�942STONE TOP Tuf"ALETT1,%uiNz� SCALE: 1/4"=1'-0" GLASS DOORS FIXED SHELVES WITH FULL BACKSPLASH i UPPER CABINET W/ 2 ADJ. SHELVES 4,2 A4.2 UPPER CABINET W/ 2 ADJ, SHELVES A4,2 UPPER CABINET W/ 2 ADJ. SHELVES 4.2 UNDERCABINET FLUOR. LIGHT - 3'-�" TFF FIXTURE PER SCHEDULE. L `j `� Q 4" BACKSPLASH co II cV N N �1 j I CV FULL HT. TILE BACKSPLASH rr FULL HT. TILE BACKSPLASH -� FULL HT. TILE BACKSPLASH -- - r F r I PULL OUT DRAWERS'rrn-rr-m - PULL OUT DRAWERS - ^ - - - - - - I I - I SHELF I I I o CABINET WITH ONE ADJUSTABLE SHELF , I - I I I I I �_ o CABINET WITH ONE ADJUSTABLE _.SHELF I I CABINET WITH ONE ADJUSTABLE 4" TOE KICK - - I I 4" TOE KICK I - 4" TOE KICK I �� / cV N CA cV r ------- a - ----- 0 _j 5B 5B z_ A Z 5A I 3'-2" I 5B 5A 5A z 0�4.2 Nj 4 N A4.2 4.2 A4.2 A4.2 + Q?C C'N AB I INE T E L E V" A T ION CABSINETELEVATIO%N00 L VAT 9 o P ry Cr 0% N',ez'%� SCALE: „ SCALE: SCALE: 1/4 =V-0 4'-0 1'-2" I 5'-6" , 1'-2" EQ. EQ.LL 4.2 ,- UPPER CABINET W/ 2 ADJ. SHELVES ALL EXPOSED SURFACES TO r BE STAIN GRADE VENEER (TYP.) I A4.2 FIXED SHELVES WITH FULL BACKSPLASH / I \ /� �\\ / I \ RECESSED CABINET LIGHT BEYOND --,� -�- ADJUSTABLE SHELF __-UPHOLSTERED TACKAGE -�--- --��- -- -�- PANELS BY TRACKTEX 4" BACKSPLASH ,� �\ RETRACTABLE DOORS (MAGNETIC LATCH) /� ��� 6 EQUA SPACES CHART RAIL -- PULL OUT DRAWERS . STONE TOP AT EACH. SIDE SCRIBED TO WALL CABINET WITH ONE ADJUSTABLE SHELF o �`� /� SET OULETS SIDEWARDS ABOVE COUNTER \`� o CONCEALED TOUCH LATCH 4" TOE KICK J 12 --il /,. 12 4"2 STONE TOP �' �� �' �� /' A4.2 S►M• A BASE PER ACHED. Zl\ > <1 cl 5A 5B A4.2 A4.2 UAonla''ET ELEVAT10"'NI TELEVAT1011\40 Iff"ON" uuNFERENCE ROOM Q CR �; T SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" (NOTE BLOCKING BEHIND WALL 00 FOR WHITE BOARD) �- TILE PER FINISH SCHEDULE HEADER (PAINTED ACCENT WALL MATERIAL PER SCHEDULE C° 9 COLOR) TYP. AT CORRIDOR FOUNTAIN PER I TRANSITION TO OPEN AREA ENGINEERING DWGS a) SHEET TITLE -------------------� - o rrJ o - 7 EL VAI a'-0" 0 3'-0" 3'-0" AIL DATE REV# DESCRIPTION IN G F 0 U 1 T I N C A B I INE T E L E V A T I0`1\4' CUKKOUK UUNF E R% Elo'N"U" E rqlk"" M '? D R 11\41K " 10-21-05 FOR PERMIT U (D-;; W X�, SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" MILLWORK NOTES MILLWORK CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR ALL CABINETRY. INCLUDE FINISH SAMPLES. CABINETS SHALL BE CONSTRUCTED OF PLYWOOD. PARTICLE BD. OR MELAMINE ARE NOT ACCEPTABLE MATERIALS AND SHALL NOT BE PERMITTED. REVIEW ALL CABINET ELEVATIONS CAREFULLY PRIOR TO PLACEMENT OF PLUMBING STUB OUTS FOR SINKS AND LAVS TO VERIFY( CORRECT PLACEMENT. FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP. INC. ID 0000 253 STATE OF FLORIDA IB 0001230 D -4 d Sr ARCHITECT OF RECORD MICHAEL S. NOELL, AIA F AR 13781 PROJECT # SHEET # 0'% f% A 'm A - I �s �—CEILING AS SPECIFIED 3/4" THICK PLYWOOD TOP, BOTTOM AND SIDES PLASTIC LAM. ON 3/4" THICK PLYWOOD (TYP.) Z Q J w 3/4" THICK PLYWOOD ADJUSTABLE SHELVES 1/4" THICK PLYWOOD BACK V—DOOR PULL 1" X CUT TO FIT 12' EXTEND TO CONCEAL UNDER U.O.N. CAB. LIGHTING WHERE APPLICABLE NOTE: PROVIDE CONTINUOUS FILLER AT TOP OF UPPER CABINET WHEN TOP OF CABINET IS WITHIN 6" OF CEILING UPPER ,I CABINET N.T.S. I ADA, COMPLIANT SINK AND FAUCET (SEE ENGINEERING DWGS FOR SPEC) 1T MIN. AA SIN: /C OUNTEP LNT.S.'j 2" REVEAL AT CEILING FINISHED WD. VENEER --LIND OF WALL PER WALL SCHEDULE COUNTER TOP N.T.S. 1-1 / '" REVEAL AT BOTTOM EDGE I - MATCH PROFILE OF CHAIR RAIL G I FINISH ALL EXPOSED SURFACES CENTER LINE BLOCKING IN PARTITION AS = 2'-10" AFF REQ'D FOR SUPPORT THRUOUT CHART RAIL W/ UPHOLSTERED PANELS ABOVE N.T.S. LYW( LGL = LEGAL SIZE FILE WIDTH = A. ON 3/4" THK. USE ACCURICE FULL EXTENSIONS GLIDES LTR LETTER SIZE FILE DRAWER CAB -CABINET DOOR W ADJ. SHELF IUNTER TOP WHERE DRAWERS ARE REQ'D — )P TO WALL COUNTERTOP 0 0 COUNTERTOP PLAS. LAM. ON 3/4" PLYWD. _ _ _ _ - /TRE CHASE ALL EXPOSED SURFACES p -- ----- DRAWER W/ ROLLER GUIDE CD AS REQUIRED - _-- `—DOOR PULL 0 0 DOOR PULL BRACKET ` HANGING FILE INSERT AT EACH 0 0 ADJ. SHELF -_-- alnwiR-_-_-_-_ SIDE OF DRAWER. 0 o SHELF PINS - USE 150# DRAWER SLIDES FOR FILE DRAWER 0 o PLAS. LAM. ON •3/4" PLYWD. ALL EXPOSED SURFACES A BOX BOX FILE PEDESTAL B DOOR �N/ SHELF 18 WIDE X 18 DEEP STD. CABINET BELO�T COUNTER N.T.S. '11�LINE OF WALL PER SCHED. _ F BLOCKING AS REQ'D TO SUPPORT PANELS BEVELLED EDGE 3/4" WIDE WRAPPED UPHOLSTERED FINISHED STAIN VENEER WALL PANELS REVEAL BETWE. PANELS SEE ELEVATIONS FOR WHERE TACKABLE VS. NON TACKABLE UPHOLSTERED PANELS N.T.S. ARC'D CABINET WITH ONE ADJ. SHELF BELOW LINE OF STONE -STONE --""COUNTER TOP ABOVE CABINET (SCRIBE TO WALL) RECESSED CONVEX CAP VENEER HEADER ABOVE FLAT PANEL TV RETRACTABLE DOORS CUT HOLES IN TOP/ SIDES FOR VENHILATION (CONCEALED) CONVEX FACING CABINET PLAN SCALE: 1/2" = 1'-0" I� SECTION THU CEILING SCALE: 1/4" = V-0" LAY IN CEILING PI ER FINISH SCHEDULE \ CONTINUOUS METAL TRACK SOFFIT DETAIL SCALE: NTS CABINET WITH ONE ADJ. SHELF BELOW OBTAIN TV CUT SHEET FROM OWNBER PRIOR TO PREPARING SHOP DWGS FOR REVIEW AND APPROVAL PLAN DET f,J E C T 1 O 1 V PROFILE AIL 3 5/8' MET. STUDS @ 24' O.C. DIAGONAL BRACING 4'-0" O.C. TO STRUCTURE ABOVE OR AS REQ'D 5/8" GYP. BD. WHERE LAY -IN CEILING IS AT SAME NEIGH AS GYP. BD. SOFFITS/CEILING, THEN INSTALL WITH MIIN. 1/2" REVEAL SEE ftN,S 3ET) c ADJUSTABLE SHELVES N.T.S. SUSPENDED ACOUSTICAL LAY IN CEILING - SEE 25 GA. 3 5/8, @ 24' O.C. 5/8" GYP. BD. LINE OF FINISHE BRACE TO EXISTING WALL STRIICTHRF 4'-0" 0_C_ SOFFIT DETAIL SCALE: NTS FILE ALCOVE SECTION SCALE: 1/4" LINE OF EXISTING CEILING PLAS. LAM. ON 3/4" PLYWD. USE ACCURIDE FULL EXTENSIONS GLIDES ALL EXPOSED SURFACES WHERE DRAWERS ARE REQ'D ;KSPLASH U.O.N. 4" BACKSPLASH ___=___ DRAWER W/ ROLLER GUIDE PULL DOOR PULL )STABLE SHELF c ADJUSTABLE SHELF BASE AS SCHEDULED �- 4" BASE AS SCHEDULED ANOTE: NO SHELF IS TO BE PROVIDED B 6" DRAWER WHERE CABINET HOUSES SINK/PLUMBING LOWER CABINET N.T.S. EXISTING PARTITION I I 'ISTINc TO REMAIN � I I RECESSED PERIMETER I I LIGHT FIXTURE I C I I CEILING PER ��A SCHEDULE I SEE SPEC" (PATCH REPAIR GRID AS REQUIRED) LICTHT COVE DETAIL S SCALE: NTS PORTION OF EXISTING PARTITION TO REMAIN. VERIFY (OR PROVIDE IF REQUIRED) FRAMING TO STRUCTURE ABOVE PLASTIC LAMINATE CAP NEW 3-.5'8" 25 GA. METAL STUDS @ MAX. 24" O.C. BRACED TO EXISTING PARTITION BASE PER FINISH SCHEDULE CEILING FRAMING TO STRUCTURE ABOVE 20 GA. @ 24" O.C. METAL FRAMING EOFFREY . D ESIGN UROUP, INC. SPACE PLANNING INTERIOR DESIGN 9G50 Spring Oak Drive Eu5ti5, Florida 3273G TEL: 954-GO9-0G82 FAX: 352-357-1 907 State of Plonda Llc,: IE3 0001 230 DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CQRPOR4nON PAMEL4 A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, AIA AN 13781 PROJECT # SHEET # 2040".00"1 A4-2 N.T.S. '11�LINE OF WALL PER SCHED. _ F BLOCKING AS REQ'D TO SUPPORT PANELS BEVELLED EDGE 3/4" WIDE WRAPPED UPHOLSTERED FINISHED STAIN VENEER WALL PANELS REVEAL BETWE. PANELS SEE ELEVATIONS FOR WHERE TACKABLE VS. NON TACKABLE UPHOLSTERED PANELS N.T.S. ARC'D CABINET WITH ONE ADJ. SHELF BELOW LINE OF STONE -STONE --""COUNTER TOP ABOVE CABINET (SCRIBE TO WALL) RECESSED CONVEX CAP VENEER HEADER ABOVE FLAT PANEL TV RETRACTABLE DOORS CUT HOLES IN TOP/ SIDES FOR VENHILATION (CONCEALED) CONVEX FACING CABINET PLAN SCALE: 1/2" = 1'-0" I� SECTION THU CEILING SCALE: 1/4" = V-0" LAY IN CEILING PI ER FINISH SCHEDULE \ CONTINUOUS METAL TRACK SOFFIT DETAIL SCALE: NTS CABINET WITH ONE ADJ. SHELF BELOW OBTAIN TV CUT SHEET FROM OWNBER PRIOR TO PREPARING SHOP DWGS FOR REVIEW AND APPROVAL PLAN DET f,J E C T 1 O 1 V PROFILE AIL 3 5/8' MET. STUDS @ 24' O.C. DIAGONAL BRACING 4'-0" O.C. TO STRUCTURE ABOVE OR AS REQ'D 5/8" GYP. BD. WHERE LAY -IN CEILING IS AT SAME NEIGH AS GYP. BD. SOFFITS/CEILING, THEN INSTALL WITH MIIN. 1/2" REVEAL SEE ftN,S 3ET) c ADJUSTABLE SHELVES N.T.S. SUSPENDED ACOUSTICAL LAY IN CEILING - SEE 25 GA. 3 5/8, @ 24' O.C. 5/8" GYP. BD. LINE OF FINISHE BRACE TO EXISTING WALL STRIICTHRF 4'-0" 0_C_ SOFFIT DETAIL SCALE: NTS FILE ALCOVE SECTION SCALE: 1/4" LINE OF EXISTING CEILING PLAS. LAM. ON 3/4" PLYWD. USE ACCURIDE FULL EXTENSIONS GLIDES ALL EXPOSED SURFACES WHERE DRAWERS ARE REQ'D ;KSPLASH U.O.N. 4" BACKSPLASH ___=___ DRAWER W/ ROLLER GUIDE PULL DOOR PULL )STABLE SHELF c ADJUSTABLE SHELF BASE AS SCHEDULED �- 4" BASE AS SCHEDULED ANOTE: NO SHELF IS TO BE PROVIDED B 6" DRAWER WHERE CABINET HOUSES SINK/PLUMBING LOWER CABINET N.T.S. EXISTING PARTITION I I 'ISTINc TO REMAIN � I I RECESSED PERIMETER I I LIGHT FIXTURE I C I I CEILING PER ��A SCHEDULE I SEE SPEC" (PATCH REPAIR GRID AS REQUIRED) LICTHT COVE DETAIL S SCALE: NTS PORTION OF EXISTING PARTITION TO REMAIN. VERIFY (OR PROVIDE IF REQUIRED) FRAMING TO STRUCTURE ABOVE PLASTIC LAMINATE CAP NEW 3-.5'8" 25 GA. METAL STUDS @ MAX. 24" O.C. BRACED TO EXISTING PARTITION BASE PER FINISH SCHEDULE CEILING FRAMING TO STRUCTURE ABOVE 20 GA. @ 24" O.C. METAL FRAMING EOFFREY . D ESIGN UROUP, INC. SPACE PLANNING INTERIOR DESIGN 9G50 Spring Oak Drive Eu5ti5, Florida 3273G TEL: 954-GO9-0G82 FAX: 352-357-1 907 State of Plonda Llc,: IE3 0001 230 DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CQRPOR4nON PAMEL4 A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, AIA AN 13781 PROJECT # SHEET # 2040".00"1 A4-2 INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CQRPOR4nON PAMEL4 A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, AIA AN 13781 PROJECT # SHEET # 2040".00"1 A4-2 I I 1 RM. DESCR. FLOORING BASE WALLS MILLWK. NOTES 'ICk,, ,ENTRY T1 BORDER, T2 FIELD (45D) B2 WC1 i 101 RECEPTION C3 B1 WC1 102 OFFICE C6 83 P2 103 OFFICE C6 B3 P2 104 OFFICE C6 83 P2 '105 OFFICE C6 B3 P2 106 OFFICE C6 B3 P2 107 OFFICE C4 B3 P2 108 OFFICE C5 B2 WC1 109 OFFICE C4 W/ 8"C6 THEN 2"C7 BORDER B2 WC1 110 OFFICE C5 B2 WC'I 111 OFFICE C4 B3 P2 112 OFFICE C4 P2 113 OFFICE C4 B3 P2 114 OFFICE C4 B3 P2 115 OPEN OFFICE C3 B1 P4 116 CORRIDOR C3 B1 P4 117 COPY/COFFEE VT1 W/ VT2 INSETS B3 P4 PL1 VERT W PL2 TOP & SPLASH PROVIDE ALTERNATE COST FOR VT4 FLOOR 118 FILE VT3 B3 P2 119 _ EXEC, ASST, C3 B1 P4 120 CORRIDOR T2 INSTALLED AT 45D B1 P4 121 CORRIDOR C3 B1 P4 122 OFFICE C6 B3 P2 123 OFFICE C6 B3 P2 124 JAN. CLO. EXISTING B3 P2 SEMIGL. 125 CORRIDOR C3 B1 P4 126 OFFICE C6 B3 P2 127 OFFICE C6 83 P2 128 CORRIDOR 12" VT1 BORDER/VT-2 FIELD B1 B3 P4 129 CORRIDOR Cl B3 P3 130 OPEN OFFICE Cl 63 P5 PL1 VERT W/ PL3 TOP & SPLASH '131 CLOSET C2 B3 P5 132 OFFICE C2 B3 P5 133 SERVICE VT4 B3 P4 PL4 AT TRANSACTIN LEDGE 134 OFFICE Cl a B3 P5 135 OFFICE C1 B3 P5 136 OPEN OFFICE C1 B3 P3 '137 OFFICE C2 B3 P5 138 OFFICE C2 83 P5 139 BREAK ROOM VT4 B3 P3 PL1 VERT W/ PL3 TOP & SPLASH 140 WOMEN EXISTING EXIST'G EXIST'G PATCH/REPAIR/MATCH EXISTING FINISHES AS REQ'D FROM DEMO/NEW CONSTRUCTION 141 MEN EXISTING EXIST'G EXIST'G PATCH REPAIR MATCH EXISTING FINISHES AS REQ'D FROM DEMO/NEW CONSTRUCTION 142 AV EQUIP. Cl B3 P5 143 SUPPLY Cl B3 P5 144 TRAINING Cl B3 WC2 145 OFFICE C1 B3 P3 146 OFFICE C1 B3 P3 147 OFFICE Cl B3 P3 148 OFFICE Cl B3 P3 PLYWOOD TO +48" TO MATCH EXISTING WALLS SHOP SIDE 149 MOP SINK CONCRETE B3 T3/P3SEMIGL WET WALL CORNER (BOTH SIDES) T3 TO 60" A.F.F. 150 COUNTER CONCRETE MATCH EX. P6 PL1 VERT W/ PL3 TOP & SPLASH PLYWOOD TO +48" TO MATCH EXISTING WALLS SHOP SIDE 151 OFFICE Cl B3 P5 PLYWOOD TO +48" TO MATCH EXISTING WALLS SHOP SIDE 152 OFFICE Cl B3 P5 PLYWOOD TO +48" TO MATCH EXISTING WALLS SHOP SIDE '153 OPEN OFFICE Cl B3 P5 154 OPEN OFFICE C3 B3 P4 155 OPEN OFFICE C3 B3 P4 156 OFFICE C6 B3 P2 157 OFFICE C4 83 P2 '158 OFFICE C7 B3 P2 159 PLOTTER/COPY C3 B3 P4 NOTE: ALL INTERIOR FINISHES TO MEET THE MINUMUM FLAME SPREAD CLASSIFICATION(03"EOFFFlEY PER FBC TABLE 803.5 n FINISH L E. � E 1 V ® FILLY LAMESPREAD 76 E200.GSM0KE DES F VELOPEDb 0 4 OUIRES CLASS C INTERIOR FINISH LEGEND E IG ®Uf ' INC. CARPET GLUE DOWN INSTALLATION C_5 BENTLY RHYTHYM & BLUES C-1 SHAW EVOLUTION #50913 8RB3406301 COLOR COOL & EASY 887087 SPACE PLANNING COLOR 13485 HARBORING DESIRE BENTLY KINGS ROAD a m ®®INTERIOR C-6 COLOR 880308 SMOLDER DESIGN C-2 SHAW DESIGN SERIES IV #60296 1 9G50 S rin Oak Drive 9 30 OZ. COLOR 96465 NET C-7 BENTLY KINGS ROAD COLOR 880308 SMOLDER lfU5t15, Florida 3273G C-3 BENTLY RHYTHYM & BLUES LOOP 8RL2806301 COLOR COOL & EASY 887087 BENTLY KINGS ROAD TEL: 954-G09-0G52 I~AX: 352-357- 1907 C-8 COLOR 880414 PROMISE State of Florida Lic.: IB 000 1230 G-4 BENTLY PERCUSSION 8P53406301 COLOR: COOL & EASY 887087 BENTLY KINGS ROAD COLOR 8803321 TUMBLEWEED WALL BASE TILE B-1 PAINT GRADE WOOD BASE T-1 GRANITO GRES MARTE FEDERAL MILLWORK PROFILE 219 12" X 24" POLISHED 3/4" X 4" BEVELLED COLOR AZUL BAHIA REP: BARBAREE KING TILE & MARBLE COLLECTION (305)770--9298 B-2 PAINT GRADE WOOD BASE FEDERAL MILLWORK PROFILE 229 T-2 FLOR GRES NEWAY RECTIFIED GRAY 3/4" X . 6" BEVELLED SIZE 18'X18' FINISH: MATTE UNLESS NOTED OTHERWISE ON PLAN (IE. POLISHED INSETS). B-3 JOHNSONITE 4" VINYL COVE BASE T-3 DAL TILE MATTE 6"X6" TILE COLOR: CB-48 GREY COLOR 0714 STEEL B-4 DALTILE VERANDA MATCH T-4 DALTILE NATURAL STONE COLLECTION „ „ S T5 (COLOR P500 STEEL) GRANITE BUTTERFLY BLUE G715 SUBMIT SAMPLE FOR APPROVAL DALTILE VERANDA P500 T-5 COLOR: STEEL SIZE VARIES PER PLAN RECTIFIED. VT_ 1 MANNINGTON SOLIDPOINT $302 GRAVEL VT-2 MANNINGTON BRUSHWORK 717 VENETIA SILK \/T-3 MANNINGTON 112 PEWTER ESSENTIALS VT-4 MANNINGTON NATURES PATHS PLANK 12188 APPLEWOOD NATURAL 4" X 36" INSTALL VINYL TRANSISTION STRIP AT THE FOLLOWING TRANSISTIONS: CARPET —VINYL TILE CARPET —CONCRETE. INSTALL 1/4" POL CHROME TRANSITION STRIP AT THE FOLLOWING TRANSITIONS: CARPET — PORCELAIN CERAMIC TILE NOTE: FLOAT FLOOR FOR SMOOTH & LEVEL TRANSISTION PORCELAIN CERAMIC TILE —CONCRETE TRANSITIONS SHALL HAVE BEVELLED TRANSITION STRIP FOR MAX. 1 /2" FLOOR HEIGHT CHANGE FOR ACCESSIBILITY. WALL TILE "WTC" DALTILE MOSAICS SR77 SR85 NAVY MEDIUM BLUE SR82 BLACK CARPET BORDER 6" C6 BORDER 3" C7 BORDER 2" C8 BORDER FIELD CARPET PLASTIC LAMINATE PL-1: FORMICA 7012-58 AMBER MAPLE PL-2: FORMICA 691-58 LAVA SPA PL-3: FORMICA 7818-58 BLUE SOUDZ PL-4: FORMICA 7813-58 CARDBOARD SOLIDZ PAINT TWO COATS FLAT FINISH AT WALLS/CEILINGS SEMI —GLOSS AT DOORS & FRAMES(WHERE APPLICABLE) SEMI —GLOSS FINISH AT TOILET ROOMS AND BREAK ROOMS TOILET ROOMS: EPDXY PAINT FINISH AT ALL TOILET ROOM WALLS P-1 I.C.I. COLOR 616 DORIAN GREY (TYP. AT BASE, DOOR FRAMES, TRIM) P-2 I.C.I. SEED PEARL COLOR # 2009 P-3 WOLF GORDON SCUFFMASTER PAINT CUSTOM COLOR WITH I.C.I. SWISS WHITE COLOR # 1316 P-4 WOLF GORDON SCUFFMASTER PAINT CUSTOM COLOR WITH I.C.I. P-2 BASE AND FLECK COLOR OF P-4. SUBMIT THREE STRIKE0F13" tAMPLES FOR APPROVAL. P-5 I.C.I. SWISS WHITE COLOR # 1316 P-6 MATCH EXISTING P-7 I.C.I. PINSTRPITE COLOR # 630 WALLCOVERING WC1: WOLF GORDON SERENANDE DND4572 MIST WC2: WOLF GORDON FOUNDATION II FND 4009 QUARTZ WC3: WOLF GORDON TERRACE SCROLL TCS701251 COLOR: ELECTRA WC4: WOLF GORDON TERRACE TCE7-1223 KINETIC WC5: WOLF GORDON TERRACE TCE7-1222 ELECTRA CEILINGS SEE SHEET A2-4 FOR CEILING TYPES AND APPLICATION TOILET PARTITIONS TOILET PARTITOINS SHALL BE NEW AT THE OFFICE AREAS AND SHALL BE CUSTOM MANUFACTURED MAPLE WOOD WITH LOUVERED DOORS. SUBMIT COMPLETE SHOP DRAWINGS AND FINISH SAMPLES FOR APPROVAL. WINDOW TREATMENTS ALL WINDOW TREATMENTS SHALL BE REMOVED AND REPLACED WITH FAUX WOOD MAPLE FINISH SHUTTERS. — TYP. THROUGHOUT RM. DESCR. FLOORING BASE WALLS MILLWK. NOTES 160 OPEN AREA C3 B3 P4 PL1VERT. W PL3 TOP & SPLASH 161 OFFICE C7 B3 P2 162 OFFICE C7 B3 I P2 163 TELECOMM. EXISTING EXISTING I P2 164 OPEN AREA C3 B3 P4 165 SUPPLY C3 B3 P2 166 SUPPLY C3 B3 P2 167 TELECOMM. EXISTING B3 P2 168 OFFICE C6 B3 P2 169 OFFICE C6 B3 P2 170 WORKST. C6 B3 P2 171 COFFEE/SNACK T2 B1 P4 MAPLE CABINETS W/ T4 GRANITE TOP T5 BACKSPILASH 172 MEN T5/WC4 B4 WTC/T5/WC4 T4 GRANITE TOP AT LAV COUNTER CUSTOM MAPLE TOILET PARTITIONS 173 WOMEN T5 WC4 B4 WTC/T5/WC3 T4 GRANITE TOP AT LAV COUNTER CUSTOM MAPLE TOILET PARTITIONS 174 OPEN AREA C3 B3 P4 175 COPY/FAX B3 P4 176 OPEN AREA C3 B1 P4 177 CORRIDOR C3 B1 P4 178 OFFICE C6 B3 P2 179 CLOSET C3 B3 P2 180 CORRIDOR C B1 P4 181 CONFERENCE BORDER(SEE ABOVE)W/ C5 FIELD B2 WC1 MAPLE CABINETS W/ T4 GRANITE TOP 182 OPEN AREA T2@45D B1 WC5 183 CONFERENCE BORDER SEE ABOVE)W/ C5 FIELD B2 WC1 184 CLOSET T2©45D B3 P2 185 CORRIDOR T2 B1 W05 186 COPY/MAIL VT4 B3 P4 PL1 VERT. PL3 TOP & SPLASH SHEET TITLE FINISH DATE REV# DESCRIPTION 10-21-05 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, [NO. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCNNECT OF RECORD MICHAEL S. NOELL, AA AR 13781 PROJECT # SHEET # 2048-00 PLUMBING FIXTURE SCHEDULE PLAN DESCRIPTION MANUF. / MODEL No. MARK L-1 LAVATORY 1. VITREOUS CHINA, SELF RIMMING, 19" DIAMETER AMERICAN STANDARD 0491.019 PUNCHED FOR 4" CENTERS. 2• FITTING: 4" CENTERSET, CHROME PLATED, SINGLE DELTA FAUCET 511WFHGMHDF, ELBOW HANDLE, 0.5 SPRAY OUTLET, OPEN GRID AQUA -SPEC Z7443 STRAINER AND TAILPIECE. 3. TRAP: CAST BODY "P" TRAP W/ CLEANOUT MCGUIRE 4• SUPPLY: 3/8" ANGLE SUPPLY WITH FLEX VERTICAL MCGUIRE TUBE, STOPS AND ESCUTCHEONS L-2 LAVATORY I. VITREOUS CHINA, UNDERCOUNTER MOUNT, 21"x15", AMERICAN STANDARD 0614.000 UNGLAZED RIM, PUNCHED FOR 8" CENTERS. 2. FITTING: 8" CENTERSET, CHROME PLATED, WITH AMERICAN STANDARD 6532.170 GOOSENECK SPOUT, WRIST BLADE HANDLES, 0.5 SPRAY OUTLET, OPEN GRID STRAINER AND TAILPIECE. 3. TRAP: CAST BODY "P" TRAP W/ CLEANOUT MCGUIRE 4• SUPPLY: 3/8" ANGLE SUPPLY WITH FLEX VERTICAL MCGUIRE TUBE, STOPS AND ESCUTCHEONS UR-1 URINAL: 1. WATER SAVER, VITREOUS CHINA, WALL HUNG, SIPHON AMERICAN STANDARD 6501.010 JET, 2" FEMALE FLANGED OUTLET CONNECTION, 3/4" TOP SPUD. 2. SUPPLY: EXPOSED FLUSH VALVE, ADJUSTABLE SLOAN REGAL 186-1, SWEAT SOLDER, SOLID RING SUPPORT. 1.0 G.P.F. AQUAFLUSH Z6003-Y8-WS1 3. CARRIER: RECTANGULAR STEEL UPRIGHTS, WITH ZURN 1222 SUPPORT PLATES. UR-2 URINAL: (ADA) 1. WATER SAVER, VITREOUS CHINA, WALL HUNG, SIPHON AMERICAN STANDARD 6501.010 JET, 2" FEMALE FLANGED OUTLET CONNECTION, 3/4" TOP SPUD. 2. SUPPLY. EXPOSED FLUSH VALVE, ADJUSTABLE SLOAN REGAL 186-1, SWEAT SOLDER, SOLID RING SUPPORT. 1.0 G.P.F. AQUAFLUSH Z6003-Y8-WS1 3. CARRIER: RECTANGULAR STEEL UPRIGHTS, WITH ZURN 1222 (ADA) SUPPORT PLATES. MOUNT ADA HEIGHT S-1 SINK: (SINGLE COMPARTMENT) 1. TYPE 302, 18-8 STAINLESS STEEL, SELF RIMMING ELKAY-BCR-15, JUST SINGLE COMPARTMENT, 15" X 15" X 6% PUNCHED CSBL-1515-B FOR 2 HOLES, 1-1/2" TAILPIECE AND STAINLESS CUP STRAINER. 2• FITTING: CENTERSET FAUCET ON 4" CENTERS WITH CHICAGO FAUCET 895-317-FC, SWING GOOSENECK SPOUT, 4" WRIST BLADE HANDLES. AQUA -SPEC Z812-A4 1.6 GPM FLOW CONTROL 3• TRAP: CAST BRASS ADJUSTABLE "P" TRAP WITH McGUIRE CLEANOUT. 4• SUPPLY: 3/8" ANGLE SUPPLY WITH PLASTIC McGUIRE VERTICAL TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. S-2 SINK: (DOUBLE COMPARTMENT) 1. TYPE 304, 18-8 STAINLESS STEEL, SELF RIMMING ELKAY-CR3321 DOUBLE COMPARTMENT, 33" X 22" X 7", PUNCHED FOR 3 HOLES, 1-1/2" TAILPIECE AND STAINLESS CUP STRAINER. 2. FITTING: FAUCET ON 8" CENCHICAGO FAUCET BLADE CHICAGO FAUCET HANDLES, SWING GOOSENECK SPOUT, 1.6 GPM FLOW 201-GN8A-317-FC CONTROL. 3. TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH McGUIRE CLEANOUT. 4. SUPPLY: 3/8" ANGLE SUPPLY WITH PLASTIC McGUIRE VERTICAL TUBE, WHEEL HANDLE STOPS AND ESCUTCHEON. MS-1 MOP SINK: 1. MOLDED STONE, 24" X 24" X 10", STAINLESS STEEL MUSTEE 63M CAP, CAST BRASS DRAIN WITH NICKEL BRONZE STRAINER, WITH LINT BASKET. 2. FITTING: CHROME PLATED WITH VACUUM BREAKER, MUSTEE 63.600A INTEGRAL STOPS, ADJUSTABLE WALL BRACE, PAIL HOOK, 3/4" HOSE THREAD ON SPOUT. EWC-1 ELECTRIC WATER COOLER: (TWO LEVEL) 1. WALL HUNG, SOFT TOUCH SELF CLOSING PUSH BAR, HALSEY TAYLOR HAC8BL-Q, CHROME PLATED CAST BRASS BUBBLER. STAINLESS HAWS HWBFA8 STEEL CABINET. TWO -LEVEL WHEELCHAIR ACCESS WATER SYSTEM SHALL BE FREE OF ALL LEAD. 2• TRAP: CAST BODY ADJUSTABLE "P" TRAP WITH McGUIRE CLEANOUT. 3• SUPPLY: 3/8" ANGLE SUPPLY WITH FLEX VERTICAL McGUIRE TUBE, LOOSE KEY STOP AND ESCUTCHEON. 4. ELECTRICAL: MOTOR COMPRESSOR HERMETICALLY SEALED RECIPROCATING TYPE, 120 VOLT, 1/5 HP. 5. CARRIER: RECTANGULAR STEEL UPRIGHTS. ZURN Z-1200 SERIES Q 0 a7 Q CD Q CD N Ln 4 U Co LO O L0 O C�)J CL (n Qi E rJ Z N lL C a) U O W W PLUMBING LEGEND SYMBOL ABBRV. DESCRIPTION SAN SAN SANITARY WASTE - CW COLD WATER - - HW HOT WATER DIRECTION OF FLOW ----- V ----- _ V VENT LINE AIL. VTR VENT THRU ROOF cc P-TRAP ECO EXTERIOR CLEANOUT 7kj WCO WALL CLEAN OUT II- CO CLEAN OUT FCO FLOOR CLEAN OUT BALL VALVE (FULL PORT) Igo HB HOSE BIBB C CAPPED PIPE c-t RISER DOWN (ELBOW) al-- RISER UP (ELBOW) i BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION �+ BRANCH - SIDE CONNECTION ® POINT OF CONNECTION SA SHOCK ABSORBERS PLUMBING SPECIFICATIONS GENERAL CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE - PLUMBING, AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTUCTION CHAPTER 11. ALL GAS PIPING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE - FUEL GAS AND NATIONAL FIRE CODE NFPA 54 (1999 EDITION). THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. WATER SUPPLY SYSTEM: EXTEND WATER SERVICE AS INDICATED ON DESIGN DRAWINGS. PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED. PIPE AND FITTINGS ABOVE GROUND - TYPE L HARD COPPER AND WROUGHT COPPER FITTINGS, WITH SOLDERED JOINTS (USE ONLY "LEAD FREE" SOLDER).. VALVES (3 INCH AND LARGER) - GATES VALVES - ALL BRONZE, RISING STEM, DOUBLE WEDGE TAPER SEAT, 125 PSI STEAM PRESSURE. VALVES (2-1/2 INCH AND SMALLER) TWO PIECE 400 PSI WSP FULL PORT BRONZE BODY BALL VALVE WITH THREADED ENDS, LOCKABLE LEVER HANDLE AND REPLACEABLE TEFLON OR TFE SEATS CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH PLUMBING CODE AND AWWA C-651 OR C-652 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. CONNECTIONS TO MISCELLANEOUS EQUIPMENT: ROUGH -IN AND CONNECT WATER, WASTE, AND VENT TO COMPLETE THE INSTALLATION OF EQUIPMENT LISTED ON THE DRAWINGS. PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE AS SHOWN ON THE DRAWINGS WITH ALL REQUIRED SUPPLY, WASTE, SOIL, AND VENT CONNECTIONS, TOGETHER WITH ALL FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES, AND TRAPS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL. EXPOSED PVC PIPING AND P-TRAPS ARE UNACCEPTABLE. THE PLUMBING FIXTURES SHALL BE ROUGHED -IN ACCORDANCE WITH MANUFACTURER'S "ROUGH -IN INFORMATION". PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT. PROVIDE ADDITIONAL BLOCKING, HANGERS, AND SUPPORTS AS REQUIRED. DRAINAGE SYSTEM: EXTEND PIPING FROM NEW FIXTURES AND EQUIPMENT AND CONNECT TO SYSTEMS AS INDICATED ON THE DRAWINGS. PIPE SLOPE: 2-1/2 INCH DIAMETER AND LESS SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4 INCH PER FOOT. 3 INCH DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL NOT LESS THAN 1/8 INCH PER FOOT. CONDENSATE LINES SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. PIPE AND FITTINGS: ABOVE GRADE: SCHEDULE 40 PVC, DWV COPPER, OR SERVICE WEIGHT CAST IRON DRAIN, WASTE AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE -WEIGHT CAST IRON WITH SPIGOT FITTINGS OR HUBLESS SOIL PIPE COUPLINGS AS MANFACTURERED BY MISSION (HW), HUSKEY OR CLAMPALL (125# OF TORQUE). PROVIDE CLEANOUTS EVERY 75 FEET, AT CHANGES IN DIRECTION, AT BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. SHOCK ARRESTOR: MIFAB, SIOUX CHIEF OR EQUAL WALL CLEANOUT: MIFAB, ZURN, JONESPEC, JOSAM OR EQUAL. FLOOR CLEANOUT: MIFAB, ZURN, JONESPEC, JOSAM OR EQUAL. VENTS SHALL BE EXTENDED TO EXTERIOR OF BUILDING. AIR ADMITTANCE VALVES ARE NOT ACCEPTABLE. GAS PIPING SYSTEM: PIPING - STEEL OR WROUGHT -IRON PIPE (SCHEDULE 40), THREADED. FITTINGS - STEEL OR MALLEABLE IRON. INSTALL GAS PIPING SYSTEM AND EQUIPMENT IN ACCORDANCE WITH NATIONAL FUEL GAS CODE (NFPA 54) AND LOCAL AUTHORITY HAVING JURISDICTION. PLUMBING GENERAL NOTES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 2. PIPE ROUTING SHOWN ON THESE DRAWINGS IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES, 3. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS AND MOUNTING HEIGHTS FOR COMPLIANCE WITH FLORIDA BUILDING CODE ACCESSIBILITY REQUIREMENTS. SINKS REQUIRED TO BE ACCESSIBLE SHALL BE MOUNTED WITH COUNTER RIM NO HIGHER THAN 34 INCHES ABOVE FINISH FLOOR, FOR ALL OTHER FIXTURE MOUNTING HEIGHTS SEE PLUMBING FIXTURE SCHEDULE. 5. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 6. ALL VALVES, SHOCK ABSORBERS, CONTROLS AND CLEANOUTS CONCEALED WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS SHALL HAVE 24 in. X 24 in. METAL ACCESS PANELS UNLESS INDICATED OTHERWISE ON DRAWINGS. PROVIDE UL 1 1/2 HOUR LABEL ACCESS PANELS IN 1 AND 2 HOUR CONSTRUCTION. 7. INSTALL SHUTOFF VALVES ON ALL WATER LINES IN THE FOLLOWING LOCATIONS: - ALL MAJOR BRANCH RUNS SUCH AS BRANCHES SERVING A FLOOR, WING, OR A MAJOR SECTION OF BUILDING. - ALL EQUIPMENT CONNECTIONS. - OTHER LOCATIONS AS MAY BE INDICATED ON DRAWINGS. 8. INSTALL BALANCING VALVES AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR PROPER BALANCING OF THE VARIOUS SYSTEM. 9. PLUMBING CONTRACTOR SHALL PROVIDE VALVE DIRECTORY WITH A TAG SCHEDULE SHOWING LOCATION OF EACH VALVE, TYPE, NUMBER, MANUFACTURER, FUNCTION AND ALL OPERATING POSITIONS. 10. PLUMBING CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH FLOORS, WALLS AND CEILINGS. EXTEND SLEEVES 2" in. ABOVE FLOORS. MAKE ALL SLEEVES FLUSH WITH WALLS AND CEILINGS. CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC., INCLUDING ROOF. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS. 11. PLUMBING CONTRACTOR SHALL PROVIDE CHROME PLATED HINGED ESCUTCHEON WITH SET SCREWS AT EACH EXPOSED PIPE PASSING THROUGH A WALL, FLOOR OR CEILING IN FINISHED PORTIONS OF THE BUILDINGS. 12. PLUMBING CONTRACTOR SHALL PROVIDE BELLOW TYPE SHOCK ABSORBERS ON ALL HOT AND COLD WATER LINES. INSTALL IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES AND SUPPLY HEADERS AT PLUMBING FIXTURE GROUPS. LOCATE AND SIZE AS SPECIFIED OR AS SHOWN ON THE DRAWINGS AND WHERE NOT SHOWN, LOCATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARDS WH 2O1. 13. AT ADA FIXTURES WHERE SHOWN ON THE DRAWINGS, OR WHERE REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTIONS, PROVIDE PER -MANUFACTURED INSULATION KITS ON THE SUPPLIES, TRAP AND DRAIN AT LAVATORIES AND SINKS FOR HANDICAPPED PERSONS. 14• ALL VENTS THRU ROOF SHALL BE A MINIMUM OF TEN FEET (10'-0") FROM ANY AIR INTAKE. 15. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 16. ALL HOT WATER AND HOT WATER RETURN LINES SHALL BE INSULATED WITH 1" WALL THICKNESS, PRE -SLIT, FLEXIBLE UNICELLULAR POLYOLEFIN FOAM PLENUM RATED ARMAFLEX INSULATION. 17. PLUMBING CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE SITE, CAREFULLY STUDY THE PLUMBING DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS BEFORE BIDDING, NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR EXTRA WORK CLAIMS BECAUSE CONTRACTOR FAILED TO FOLLOW THESE DIRECTIONS. 18. EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS ARE TAKEN FROM ORIGINAL AND AS-BUILTS DRAWINGS OF THE BUILDING. THESE DRAWINGS IN PART ARE UNVERIFIED AND FIELD CONDITIONS SHALL GOVERN. FIELD VERIFY EXISTING INSTALLATIONS OF ALL DESCRIPTION AND MODIFY EXISTING PLUMBING SYSTEMS WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER NEW WORK. PROVIDE SHUT-OFF VALVES ON ALL PIPES AT THE POINT OF TIE-IN TO EXISTING SYSTEM. 19. INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITH OWNER IN ADVANCE, PLUMBING CONTRACTOR SHALL SUBMIT TIME THAT SERVICE WILL BE DOWN, AREA OF PIPING AND ANY EQUIPMENT THAT WILL BE AFFECTED. SCHEDULE ANY INTERRUPTION DURING NON -CRITICAL HOURS OR NOTIFY OWNER AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO INTERRUPTION. PUT INTERRUPTED SERVICES BACK INTO OPERATION AS SOON AS IS PRACTICAL. NO SHUT DOWN CAN DONE WITHOUT THE OWNER'S APPROVAL, 20. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS AND LOCATIONS OF ALL PIPING. CHANGES SHALL BE DONE IN AUTOCAD RELEASE 14 OR ABOVE AND SUBMITTED TO THE OWNER AND GENERAL CONTRACTOR AT FINAL COMPLETION. REVISIONS DATE I PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pelfia.corTl E-Mail to: pel®pelfla.com Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. Jose A. Marques, PE, FL Reg. No. 37313 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. 0 a: L -- I- 0 C)-- 1 _._ Z 0 •,LL 0 co DRAWN R.J. CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET Pi PAGE OF SHEETS L_ r3i E CL SCALE: 1/8"=1'-0" LUMSINO DEMOLITION NOTES 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF EXISTING PLUMBING SYSTEMS AS REQUIRED TO PERFORM NEW WORK. ALL FIXTURES, PIPING TRIM AND MISCELLANEOUS DEBRIS SHALL BE TURNED OVER TO OWNERS REPRESENTATIVE OR REMOVED FROM SITE AND PROPERLY DISPOSED OF AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. ALL PIPING FOR ITEMS TO BE REMOVED SHALL BE CAPPED IN A CONCEALED LOCATION SUCH AS ABOVE CEILING AND BELOW FINISH FLOOR. PIPING SHALL BE CAPPED IN APPROVED CAPPING METHODS UTILIZING PIPE CAPS INTENDED FOR SUCH USE. ALL CAPS SHALL BE AIRTIGHT AND WATERTIGHT, EXISTING SANITARY WASTE PIPING CAPPED BELOW SLAB SHALL NOT CREATE DEADENDS IN THIS BUILDING DRAINAGE SYSTEM. 3. PLUMBING CONTRACTOR SHALL PROTECT THE STRUCTURE, FURNISHING, FINISHES AND ADJACENT MATERIALS NOT INDICATICATED OR SCHEDULED TO BE REMOVED. 4. PIPING WHICH IS TO REMAIN IN SERVICE SHALL NOT BE DISTURBED, EXISTING PIPING BROKEN DURING CONSTRUCTION SHALL BE REPLACED WITH NEW PIPING OF THE SAME SIZE AND MATERIAL. DEMOLITION KEY NOTES REMOVE PLUMBING FIXTURE AND RELATED PIPING. CAP ENDS OF WATER LINES AND PLUG SANITARY AND VENT LINES AS REQUIRED. SEAL WALL/FLOOR OPENINGS WITH LIKE MATERIAL. 0 REMOVE PLUMBING FIXTURE. REPLACE WITH NEW FIXTURE AND RELATED PLUMBING AS INDICATED ON PLUMBING RENOVATION PLAN. �3 REMOVE URINAL AND RELATED PLUMBING. RELOCATE OR REPLACE WITH NEW URINAL AS INDICATED ON PLUMBING RENOVATION PLAN. ® REMOVE FLOOR DRAIN. PLUG SANITARY LINE. SEAL FLOOR OPENING WITH LIKE MATERIAL. O REMOVE PIPE DROP SECTION IN ROOM WITH RELATED VALVING. CAP ABOVE CEILING. TION PLAN PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pel®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. ' . _--,_ --- . ---- - M 0 • .;*.. ,.. 0 EX151HG 15, HG r VEH SIZE EXIS DEG ,, i NT T E EX HEV� PRpPER r vE�T I I / i Ew 2rpPER SIZ XI Sn�G GO0�EGfE OF E� 1R�pPER S S��G op ���� ��EGNC OF PR �T 10 E VEST EGT OF P p EXI i G ,5 GOAT �� tYr ER SI Gp�T TIE �� 512E VE COT REF pl p ,r �`` �EV� PRpPER I COONi 10C 0 T F N 0 I � VET i SIriK �. NITARy I S% �Zr�cr� "SAS R� °SAS i �0?�9 RS `\\\N�� STING 5A r3F;�'3J �E� G SA�ITA 0E� 3 TPRy �G SAKI TA EXI y' S' ``� EXISTIH I�G 5AN1 EXIST `� EAST 3"5A(� 3rSAr1 �rlGpF��. �E rpF� i GOP SANITARY WASTE AND VENT RISER DIAGRAMS SCALE: NONE Al -a Q a rJ, C�I cn 0 c Q 0 rn rn .:i 0 �i Ln 0 a O Ui w c 0 z v c Q i= C) 0 0 w EL ti a w v> c M ti -r- 0 LL a) E M3 0 O 0 E a I 0 O U O i3 CD w U 0 J -tom E 0 i r i r S77 tJG G� NEv� 0 EXI _ r -�' YrGw' EXISTING � �owlI NTH G00• E XS I�w YrGW I /% • �E~N •a �• N'`' O gR�f}tig9 yrcoo _'�,:\',y��' p`0 t,10�4e SIP WI Gorr E' I ` SCALE: NONE / BACKWATER VALVE WITH YARD BOX EXISTING 6" I/ 11 � 11 11 ME M11 jLl� I iii i" ADE 7/ 1 DRAIN PLUMBING RENOVATION PLAN SCALE: 1/8"=1'—O" GyJr �� EX15ING rat � � ✓GVJr 47 E� �k l � \I DOTER \• I � GAFF' Dp coP 1'' t i i KEY NOTES O1 EXISTING FIXTURE TO REMAIN. O2 CONNECT NEW EWC-1 TO EXISTING SANITARY, VENT AND COLD WATER LINE. Q CONNECT NEW L=1 TO EXISTING SANITARY, VENT AND WATER LINES (BOTH SIDES), ® CONNECT NEW L_2 TO EXISTING SANITARY, VENT AND WATER LINES (BOTH SIDES). O5 CONNECT NEW UR-1 AND UR-2 TO EXISTING SANITARY, VENT AND COLD WATER LINE. © ROUTE �" CW SUPPLY AND CAP FOR CONNECTION TO FUTURE WATER WALL FEATURE. O7 ROUTE J" GAS LINE AND CAP ENDS FOR CONNECTION TO GAS SUPPLY AND FUTURE WATER WALL FEATURE. ® PROVIDE DRAIN PIPING WITH SHUTOFF VALVE FOR CONNECTION TO FUTURE WATER WALL FEATURE. I A'i PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 E8 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.peifici.com E-Mail to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, rnethods or plans shall be used by or disclosed to any person, firrn or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 ... . I .., 0 W Z ...._ 0 • LL Z (0 0 3: DRAWN M.J.P. SHEET P3jo"'h PAGE 3 OF SHEETS U a CD Ln V a cV i 0 cV CD CD i CD 0 0 N 0 i .11 Z .E E U 0 0 w nL MECHANICAL SPECIFICATIONS GENERAL MECHANICAL REQUIREMENTS DIVISI❑N 15 GENERAL DRAWINGS AND GENERAL C❑NDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTAL C❑NDITI❑NS AND DIVISION I SPECIFICATIONS APPLY TO WORK SPECFIED IN THIS SECTION, SCOPE OF WORK WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE F❑LL❑WING: PR❑VIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITI❑NING AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS ❑UTLINED IN THESE SPECIFICATIONS, RELATED WORK SPECIFIED ELSEWHERE REFER TO ELECTRICAL SPECIFICATION (DIV, 16) FOR ELECTRICAL WORK TO BE DONE IN CONJUNCTION WITH THE MECHANICAL WORK, THIS CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC,, REQUIRED FOR HVAC CONTROLS, SUBSTITUTIONS EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS ''SPECIFIED STANDARD" OF QUALITY, NO SUBSTITUTIONS SHALL BE MADE WITH❑UT PRIOR WRITTEN APPROVAL OF THE ENGINEER, APPLICABLE CODES: — 2004 FLORIDA BUILDING CODE — MECHANICAL — NFPA 72, 1999 EDITION (TO COVER AIR DUCT DETECTOR) — NFPA 90A, 1999 EDITION — NFPA 101, 2003 EDITION THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES, z0husnp11*0 ALL EQUIPMENT, ETC,, SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS SPECIFIED, FREE ❑F DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THESE SPECIFICATIONS, ALL ELECTRICALLY POWERED EQUIPMENT SHALL BE U,L, OR E,T,L, LISTED, WORKMANSHIP ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION, NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES. MECHANICAL CONTRACTOR SHALL DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM MECHANICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK. LEAVE THE PREMISES 'BROOM CLEAN' INS❑FAR AS AFFECTED BY MECHANICAL WORK, SHOP DRAWINGS AND SUBMITTALS SUBMIT FOR ENGINEER'S APPROVAL, SHOP DRAWINGS, AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT AND ACCESSORIES PRIOR TO PURCHASE AND OR FABRICATION, SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING CONNECTIONS SHALL INCLUDE COMPLETE WIRING DIAGRAMS SUBMITTAL PACKAGE FOR HVAC EQUIPMENT SHALL ALSO INCLUDE QUALIFICATIONS AND CERTIFICATIONS OF PROPOSED TEST AND BALANCE SUBCONTRACTOR, HVAC SUBMITTALS WILL NOT BE REVIEWED WITHOUT TEST AND BALANCE DOCUMENTATION, QUALIFICATIONS OF MULTIPLE TEST AND BALANCE CONTRACTORS ARE ACCEPTABLE (T❑ ACCOMPLISH COMPETITIVE BIDDING OF WORK), WHEN PR❑VIDED, THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, THE DUCTWORK SHOP DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE, IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY R❑UTING AND EXACT LOCATION OF SYSTEM COMP❑NENTS, CONTRACTOR SHALL PROVIDE THE ENGINEER TWO (2) SETS OF COMPLETE HVAC RECORD DRAWINGS AT THE TIME OF SUBSTANTIAL COMPLETION, RECORD DRAWINGS SHALL BE PR❑VIDED ON REPRODUCIBLE VELLUM AND AUTOCADD DRAWING FILES 4RELEASE 2000 ❑R NEWER. RECORD DRAWINGS SHALL CONSIST OF AN ACCURATE 'AS —BUILT' RECORD OF THE INSTALLED WORK, PROJECT WILL NOT BE COMPLETE UNTIL ACCURATE RECORD DRAWINGS ARE DELIVERED, IIl CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS (MIN, 12'X12') FOR DAMPERS, ETC, WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS, FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES, EXECUTION ALL L❑CATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC,, INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES, ALL WORK SHALL BE INSTALLED TO ENSURE MAXIMUM HEADROOM, BALANCED OPERATION AND SUITABLE AESTHETIC APPEARANCE, CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION, COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT L❑CATI❑N AND R❑UTING OF SYSTEMS, PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED, NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS, REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION L❑CATIONS, TYPES AND SIZES, PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK, ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED AND FINISHED BY EXPERIENCED WORKMEN. PR❑VIDE ALL PENETRATIONS REQUIRED TO COMPLETE INSTALLATION AND REMOVAL OF WORK (MAINTAIN FIRE RATING OF EXISTING STRUCTURE), ALL PENETRATIONS SHALL BE PATCHED AND FINISHED TO MATCH SURROUNDING SURFACES AND FINISHES, ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT, ALL ROOF CUTS AND REPAIRS SHALL BE PERFORMED BY OWNER APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN ROOF WARRANTY, CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARI❑US SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING, HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED FOR PERFORMANCE TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES, NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED, TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC,, TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE ❑BJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED, REFER TO SHOP DRAWINGS AND SUBMITTAL SECTION. TEST AND BALANCE REPORTS BY NON —APPROVED CONTRACTORS WILL BE REJECTED, THIS CONTRACTOR SHALL PR❑VIDE THREE (3) C❑PIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION, THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLL❑WING DATA: 1, DATE, TIME, WEATHER, WHEN TEST TAKEN, 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR, CENTERING AND LEAVING DB/WB) 3, STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS, 4. MOTOR OPERATING VOLTAGE AND AMPERAGE, 5, DRIVE TYPES, SIZES AND SPEED RANGE, 6, IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM, ADDITIONALLY, SYSTEMS DRAWINGS CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PR❑VIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT, MAINTENANCE MANUALS PR❑VIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT, ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA IN INDIVIDUAL, HEAVY-DUTY, 2-INCH, 3-RING VINYL -COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER, INCLUDE THE FOLL❑WING TYPES OF INFORMATION, THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: - ❑PERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS & APPROVALS - SHOP DRAWINGS AND PRODUCT DATA - TEST AND BALANCE INFORMATION TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON START-UP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS, SCHEDULE TRAINING WITH OWNER, PR❑VIDE AT LEAST 7-DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER, SYSTEM IDENTIFICATION PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE ❑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❑NED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER, SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO, HEATING/VENTILATING/AIR CONDITIONING SPECIFICATIONS ►Yy�l,��l��I�laC/ FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS ❑UTLINED WITHIN THESE SPECIFICATIONS, WORK SHALL INCLUDE BUT NOT BE LIMITED TO: INSPECTION OF EXISTING HVAC EQUIPMENT] REFURBISHMENT OF EXISTING HVAC EQUIPMENT WHERE REQUIRED) FABRICATION AND/OR INSTALLATION OF SCHEDULED EXHAUST FANS, VARIABLE VOLUME BOXES, AIR DISTRIBUTION AND DUCTWORK, EQUIPMENT: AIR CONDITI❑NING UNITS: UNITS ARE EXISTING ROOF MOUNTED SINGLE PACKAGE AIR-TO-AIR ELECTRIC AIR CONDITIONING UNITS AS SCHEDULED ON THE DRAWINGS, CONTRACTOR SHALL INSPECT UNITS AND THEIR OPERATION, ANY DEFICIENT EQUIPMENT SHALL BE REPLACED OR REPAIRED CONTRACTOR SHALL VERIFY TOTAL COOLING CAPACITY OF UNITS ARE AS SCHEDULED ON DRAWINGS, ANY DICREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS AS SCHEDULED ON THE DESIGN DRAWINGS, METAL-AIRE MAY BE SUBSTITUTED AS AN EQUAL, GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL STEEL CONSTRUCTION. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK: MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONF❑RMING TO LATEST EDITI❑N OF SMACNA STANDARDS BASED ON THE F❑LL❑WING PRESSURE UNLESS SPECIFICALLY NOTED ❑THERWISE ON THE DRAWINGS, 1, SUPPLY AIR: 2' W.G. P❑SITIVE PRESSURE 2, RETURN AIR: V W.G. NEGATIVE PRESSURE 3, EXHAUST AIR: 1' W,G, P❑SITIVE/NEGATIVE PRESSURE ATERNATE PRICING: PR❑VIDE AN ALTERNATE PRICE TO USE MANSVILLE' FR-800 (SUPERDUCT) IN LIEU OF SHEET METAL DUCT FOR LOW PRESSURE SUPPLY AND RETURN DUCTWORK, THE 'R' VALUE OF THE INSULATION SHALL MATCH INSULATION VALUES LISTED BELOW FOR SHEET METAL DUCT INSULATION. ALL J❑INTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC, ADJUSTABLE DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PR❑VIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION, ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRF❑IL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITH❑UT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, FIBERGLASS INSULATION WITH AN R— VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE SLEEVE, THE ENTIRE FLEXIBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL-181 CLASS 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 8'-0'. FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE, ALL J❑INTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. PR❑VIDE REMOTE CABLE DAMPER OPERATORS FOR DAMPERS INSTALLED IN HARD CELINGS WHEN ACCESS TO DAMPERS IS NOT AVAILABLE, THE CABLE OPERATORS SHALL INCLUDE CABLE AND WIRE, SOCKET WRENCH OPERATOR WITH MOUNTING BRACKETS AND CABLE CLAMP AND ALL NECESSARY MOUNTING HARDWARE TO ATTACH TO DAMPER SHAFTS AND DUCTWORK, THE PERATOR SHALL BE INSTALL IN AN ACCESSIBLE L❑CATION OR PROVIDED WITH AN ACCESS PANEL, THE REMOTE CABLE DAMPER OPERATORS SHALL BE AS MANUFACTURED BY YOUNG REGULATOR COMPANY OR EQUAL FROM VENTLOCK, ELECTRICAL PR❑VIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATIONAL SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED, COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH —IN, CONTROL POWER AND WIRING. FIRE SAFETY CONTROLS: AS A MINIMUM REQUIREMENT, INSTALL DUCT SMOKE DETECTOR FURNISHED AND WIRED BY DIVISION 16 IN SUPPLY AIR DUCT OF UNITS EXCEEDING 2000 CFM, DETECTOR TO SHUT UNIT OFF WHEN ACTIVATED, PROVIDE FIRE STAT IN RETURN AIR OF UNIT, FIRE STAT TO SHUT UNIT OFF WHEN ACTIVATED, UNIT INTERLOCKED WITH FIRE ALARM SYSTEM TO SHUT UNIT OFF IF ACTIVATED. NOTE: CONTRACTOR SHALL HAVE THE CONTROL SYSTEM FACTORY REPRESENTATIVE AND THE TEST AND BALANCE CONTRACTOR PRESENT FOR STARTUP OF SYSTEM, PROVIDE DOCUMENT ON FACTORY REPRESENTATIVES LETTERHEAD INDICATING THAT SYSTEM HAS BEEN PROPERLY CALIBRATED TESTED AND SETUP, PROVIDE A MINIMUM OF 4 HOURS TRAINING FOR THE OWNER'S REPRESENTATIVE VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY, PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIR —TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT, AIR FILTERS: FILTERS SHALL BE 207 EFFICIENT, 1' PLEATED MEDIA, DISPOSABLE TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES, SUPPLY ONE COMPLETE SET OF EXTRA FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 20/20 OR EQUAL, ROOF RELIEF VENTS, AIR INTAKES, CURBS RELIEF VENTS/AIR INTAKES — ALUMINUM HOUSING, SIZES AND TYPE SHOWN ❑N DRAWINGS. UNITS SHALL HAVE BIRDSCREEN. PROVIDE RELIEF VENTS WITH COUNTER —BALANCED BACKDRAFT DAMPER (SPRING TYPE NOT ACCEPTABLE) WITH FELT TIP BLADES, ROOF CURBS - SIZE AS REQUIRED TO ACCOMMODATE EQUIPMENT, ROOF CURBS SHALL BE FURNISHED BY MANUFACTURER OF EQUIPMENT TO BE MOUNTED AND SHALL MATCH ROOFING TYPE AND SLOPE, EXHAUST FANS: SIZE AND TYPE AS SHOWN ON DRAWINGS, GALVANIZED STEEL H❑USING, CENTRIFUGAL FAN WITH DIRECT/BELT DRIVE AS SCHEDULED ON DRAWINGS, FANS AND MOTORS SHALL HAVE BALL BEARINGS LUBRICATED FOR LIFE, MOTOR AND DRIVE SHALL BE ACCESSIBLE WITHOUT DISTURBING DUCTWORK. FURNISH MOTORS 3/4 HP AND BELOW WITH INTERNAL THERMAL OVERLOAD PROTECTION. INSULATION: SHALL BE AS MANUFACTURED BY CERTAINTEED, ❑WENS -CORNING, MANVILLE, PITTSBURGH CORNING, ARMSTR❑NG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL, INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICR❑LITE TYPE 75 OR 100 INSULATION OR APPROVED EQUAL, INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF, FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50, INSTALL INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS, ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION THICKNESSES ARE AS FOLLOWS: - SUPPLY AND RETURN AIR IN UNCONDITI❑NED SPACE: 2' (R-6 MIN,) - SUPPLY AND RETURN AIR IN C❑NDITI❑NED INTERIOR SPACE: 1,5' (R- 4.2 MIN.) CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF THE GUARANTEE, CHANGEOVER -BYPASS VARIABLE AIR VOLUME SYSTEM: FURNISH AND INSTALL COMPLETE VARIABLE AIR VOLUME (VVT) SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS ❑UTLINED WITHIN THESE SPECIFICATI❑NS, SYSTEM SHALL BE C❑MPATABLE WITH EXISTING HVAC EQUIPMENT AND SHALL BE FROM SAME MANUFACTURER, CHANGEOVER —BYPASS VARIABLE AIR VOLUME SYSTEM: VVT CONTROLS PROVIDE A COMPLETE CONTROL SYSTEM INCLUDING ALL WIRING, CONTROLS AND BOXES. PROVIDE A TRANE TRACKER VARI—TRAC II CHANGEOVER BYPASS VVT ZONE SYSTEM WITH, DIRECT DIGITAL CONTROL TEMPERATURE CONTROL SYSTEM (VVT). ALL ELECTRONIC COMPONENTS SHALL BE DESIGNED SPECIFICALLY FOR ITS INTENDED FUNCTION IN THIS SYSTEM. THE SYSTEM SHALL BE CAPABLE OF EITHER MANUAL OR AUTOMATIC HEATING/COOLING CHANGEOVER CONTROL. THE SYSTEM SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: — CENTRAL CONTROL PANELS — 7 DAY PROGRAMMABLE TIME CLOCK — ZONE SENSORS (ROOM SENSORS WITH OVERRIDE BUTTON) — DUCT TEMPERATURE AND VELOCITY SENSORS — ZONE DAMPER CONTROLS (UNIT CONTROL MODULE) — BY—PASS DAMPER AND CONTROLS (UNIT CONTROL MODULE) — TRANSFORMERS (120V/24 VOLT) — CONTROL DAMPERS — TEMPERATURE CONTROL MODULES WITH OVERRIDE — OUTDOOR AIR TEMPERATURE SENSOR — ALL NECESSARY SOFTWARE FOR INSTALLATION OF COMPLETE OPERATING SYSTEM ELECTRICAL PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATIONAL SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH —IN, CONTROL POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. SEQUENCE OF OPERATION THE TRACKER VAR]—TRAC II VVT SYSTEM SHALL CONTROL THE OPERATION OF THE CONNECTED EQUIPMENT. THE SYSTEM SHALL CONTROL SPACE TEMPERATURE SET POINTS BY OPENING/CLOSING DUCT DAMPERS, CYCLING COMPRESSORS ON —OFF, AND STEPPING THE ELECTRIC HEAT ON —OFF AS REQUIRED. THE SYSTEM WILL INCORPORATE SPACE THERMOSTATS/SENSORS WITH ADJUSTABLE SET POINTS AND MANUAL OVERRIDE TO TURN THE SYSTEM "ON" FOR A PREDETERMINED PERIOD. OCCUPIED MODE: — OUTSIDE AIR DAMPERS "OPEN" — FAN "ON" — ZONE DAMPERS OPEN/CLOSE TO MAINTAIN SPACE TEMPERATURE — COMPRESSORS START —STOP AND ELECTRIC HEAT STEPS ON —OFF TO MAINTAIN SPACE TEMPERATURE. — INTERLOCKED EXHAUST FANS CYCLE "ON" — BYPASS DAMPERS OPEN —CLOSE TO MAINTAIN VELOCITY OVER THE COIL. UNOCCUPIED MODE: — OUTSIDE AIR DAMPERS "CLOSE" — FAN "OFF" — ZONE DAMPERS "STOP" — COMPRESSORS AND ELECTRIC HEAT "OFF" — INTERLOCKED EXHAUST FANS ?OFF? — ADJUSTABLE UNOCCUPIED MODE SETBACK TEMPERATURE: OA DAMPER CLOSED, UNIT CYCLES AND DAMPERS OPERATE TO MAINTAIN SETTINGS OVERRIDE MODE: OUTSIDE AIR DAMPERS "OPEN" FAN "ON" ZONE DAMPERS OPEN —CLOSE TO MAINTAIN SPACE TEMPERATURE COMPRESSORS START —STOP AND ELECTRIC HEAT STEPS ON —OFF TO MAINTAIN SPACE TEMPERATURE INTERLOCKED EXHAUST FANS CYCLE "ON" — BYPASS DAMPERS OPEN —CLOSE TO MAINTAIN VELOCITY OVER THE COILS. HVAC GENERAL NOTES FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE RENOVATION OF EXISTING MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATION, AIR CONDITIONING, AND MISCELLANEOUS SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED IN THE SPECIFICATIONS. THE ENTIRE SYSTEM AND ALL COMPONENTS SHALL HEREIN MEET ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES IN EVERY RESPECT. MECHANICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS PORTION OF THE WORK, ALL EXISTING HVAC EQUIPMENT INDICATED AS REMAINING SHALL BE THOROUGHLY INSPECTED AND TESTED. DEFICIENT EQUIPMENT SHALL BE REPAIRED OR REPLACED. ALL FILTERS IN AIR HANDLERS SHALL BE REPLACED WITH NEW. ALL DUCTWORK AND ACCESSORIES INDICATED AS REMAINING SHALL BE INSPECTED (INCLUDING INTERIOR) AND CHECKED FOR LEAKAGE AND GENERAL CONDITION. ANY DUCTWORK THAT IS IN POOR CONDITION OR NEED OF CLEANING SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. CONTRACTOR SHALL CLEAN THOROUGHLY ALL DIFFUSERS AND GRILLES THAT ARE REUSED. REUSED DIFFUSERS AND GRILLES SHALL BE OF PROPER NECK SIZE TO MEET MAXIMUM NOISE CRITERIA (NC) INDICATED IN SCHEDULE. ALL NEW EQUIPMENT, ETC. SHALL BE OF THE BEST QUALITY, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS, AND AS INDICATED IN THE SPECIFICATIONS. ALL SYSTEMS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROFESSIONAL MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES TO AVOID INTERFERENCE AND DELAY DUE TO LACK OF COORDINATION. NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION DIFFICULTIES OR INTERFERENCE BETWEEN INVOLVED TRADES. TEST AND BALANCE SHALL BE BY (INDEPENDENT) T&B COMPANY CERTIFIED BY AABC OR NEBB ONLY. ALL DUCT DIMENSIONS ARE INSIDE NET FREE AREA. THERMOSTATS SHALL BE 7 DAY PROGRAMMABLE WITH SKIP -A -DAY FEATURE, INSTALLED 48" ABOVE FINISHED FLOOR. DIFFUSER, REGISTER AND GRILLE INSTALLATIONS SHALL BE COORDINATED WITH 9WEl6FTbWRUNOUT, FLEX AND SPIN -IN TAP SHALL EQUAL DIFFUSER NECK SIZE. ALL DUCT INSULATION SHALL COMPLY WITH FLORIDA MODEL ENERGY EFFICIENCY CODE. SHEET METAL DUCT WILL INCLUDE 1-1/2" DUCT WRAP. FR-800 "SUPERDUCT" SHALL BE 1 INCH, R-6 MINIMUM. ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE SHEETMETAL. INSULATE ALL OUTSIDE AIR DUCTWORK. REFER TO AIR CONDITIONING EQUIPMENT SCHEDULE FOR OUTSIDE AIR. ALL VENTILATION RATES SHALL BE IN COMPLIANCE WITH FLORIDA BUILDING CODE - MECHANICAL . SEE PLANS FOR ROUTING OF CONDENSATE. PIPE TO STORM DRAIN, DRY WELL OR GRASSY AREA AS INDICATED ON PLANS, OR ALLOWED BY LOCAL AUTHORITY. MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA. ALL EXHAUST FANS SHALL BE PROVIDED WITH BACKDRAFT DAMPERS AND BLADE SEALS. ALL AIR HANDLING UNITS SHALL HAVE FIRESTATS/DUCT SMOKE DETECTORS FOR AUTOMATIC SHUTDOWN IN ACCORDANCE WITH FLORIDA MECHANICAL CODE 2004. MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE SITE CONDITIONS AND ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR ANY CORRECTIONS REQUIRED DUE TO CONFLICTS WITH OTHER TRADES WILL NOT BE RECOGNIZED. HVAC LEGEND SUPPLY DIFFUSER — —� EXISTING DUCTWORK 71 RETURN GRILLE NEW DUCTWORK SPIN —IN COLLAR WITH VOLUME DAMPER 71 EXHAUST GRILLE �--2 SUPPLY DUCT UP SIDEWALL GRILLE OR LOUVER (THROW SHOWN) ' SUPPLY DUCT DOWN CEILING Z�� RETURN DUCT UP EXHAUST FAN , RETURN DUCT DOWN FD � ® EXHAUST DUCT UP FIRE DAMPER ,< EXHAUST DUCT DOWN U� c UNDERCUT DOOR FLEXIBLE DUCT 3/4" CLEAR (MAX. LENGTH = 6'-0") D(— DOOR LOUVER THERMOSTAT A 00 DIFFUSER/GRILLE DESIGNATION OF FIRESTAT CFM/SIZE SD SMOKE DETECTOR EQUIPMENT TAG TO BE DEMOLISHED BASIS OF DESIGN DESIGN CRITERIA: OUTDOOR SUMMER DESIGN: 94'F DB / 79'F WB OUTDOOR WINTER DESIGN: 35'F INDOOR DESIGN: SUMMER: 75'F, 50% RH WINTER: 70'F OUTDOOR AIR: PER ASHRAE STANDARD 62.1-2004 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407,246.1688 FAX 407.246.1664 http://www.peifia.com E—Mall to: pel®pelfla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, muthods or plans Shull be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. --- _..._ 1 - - -- �- -- jr 0 - — a: < 0 0 U. 17- 0) z z (0 < C0 9 DRAWN CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET M 1 PAGE 1 OF SHEETS } r; ri ie'D s U E .t 0 cr, �f Lr, <r ci I- CD �Lr 2 rr; LL- y z F U O Cj w n ti 0 ti crr 0 CL ll r� U rs; I 1-0 CD 0 w a� U 0 0 1 rf U r s I I I I I I I I I n i I I f � t [ g� cT f EXHAUST FAN EF 3 qu, �r 6 i i II ;� Ir—�—-- f I—=l-�-- Tj< II i L'`•=J I L=AJ I I I +$ I I I L=yl CV I L=J of _ I _ 11 I— i\ �1 �il /JI O L — i_L TYP 3 cv i RTU-6 - N i ON ROOF L=J I L=J TYP 11-1 �A1 1_— IL I--------rr----�-- 15 ��I I I L_J I \v � L % L / —LI J �I RTU-5 ,I ON ROOF IL)�J `-''�-----1-j r----- -- _ r �I X I I jI L_J I ICNI �I I I I L=J , 3 TYP IF= i IF= nl FF= n1 r=a1 11)<11 u)<u 11)<11 u\u L_ivl L=?cvl 1 L=�1 1 L='�I \i TYP�®� 1 � _Y_ JII 12x10; 12x1r< ,� URIx1 _12 __2_ I I III II)�II L=J L=J RTU-7 ON ROOF 0 2 TYP rF=�l i II f� II I L. J GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING NEW WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 2. ALL EXISTING HVAC EQUIPMENT INDICATED AS REMAINING SHALL BE THOUROUGHLY INSPECTED AND TESTED. DEFICIENT EQUIPMENT SHALL BE REPAIRED OR REPLACED. REPLACE ALL RTU THERMOSTATS WITH NEW AS INDICATED. 3. CONTRACTOR SHALL BE ABLE TO REUSE EXISTING DIFFUSERS AND GRILLES WHEREVER POSSIBLE OR PRACTICAL. THOROUGHLY CLEAN ALL DIFFUSERS AND GRILLES TO BE REUSED. REUSED DIFFUSERS AND GRILLES SHALL BE OF PROPER NECK SIZE TO MEET MAXIMUM ALLOWABLE NOISE CRITERIA (NC) INDICATED IN SCHEDULE. 4. ALL DUCTWORK, FLEXIBLE CONNECTIONS, AND ACCESSORIES INDICATED AS REMAINING (OR DEEMED BY CONTRACTOR AS ABLE TO BE REUSED) SHALL BE INSPECTED (INCLUDING INTERIOR) AND CHECKED FOR LEAKAGE AND GENERAL CONDITION. ANY DUCTWORK (INCLUDING FLEXIBLE CONNECTIONS) THAT IS IN POOR CONDITION OR NEED OF CLEANING SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. DEMOLITION NOTES O REMOVE SECTION OF DUCTWORK. �2 REMOVE FLEX DUCT AND DIFFUSER/GRILLE. REFER TO GENERAL NOTES ABOVE, �3 CLEAN DIFFUSER/GRILLE OR REPLACE WITH NEW. REFER TO GENERAL NOTES ABOVE AND RENOVATION PLAN. ® RELOCATE DIFFUSER/GRILLE. REFER TO GENERAL NOTES ABOVE AND RENOVATION PLAN. O REPLACE FAN SHEAVE AND BELT AS REQUIRED TO OBTAIN NEW CFM QUANTITY. REFER TO RENOVATION PLAN AND FAN SCHEDULE. © REMOVE EXHAUST FAN AND REPLACE WITH DISCHARGE HOOD. REFER TO RENOVATION PLAN. O7 SEAL OPENING WITH LIKE MATERIAL. ----- - _—_ {_ —_--I--_._.--- ----- -----1 I ! f -r— PHASE 1 , � Eli 2 TYP. r �� TYP. 3 TYP. 3 TYP. 4 4 /—Typ rF� IF� 711 11{/. /�_I' I \ / , II Jul�� I '� � i I) �� �� 3 , CAP END '� I i CAP END �__�I - 1 TYP. �. of r , , % ,--�n( -I ��'II I 1 ------ ------T---T------------- I -1-0- -- I 3 1I 1V h F �1 TYP I 4=7111 A— RTU-12 r I I _� tI tI ON ROOF I I �*� o I -/-/- /-/-/-/-/-%i=/-/-/-/-/1 �1t1.-/-/-/-/� H-/-/-/-/- 14x14 ---- 4 r<�,���I I --- 14x14 -----• - - I 3 I 4 I 3 1 �-I � � l l ;k!' N I l F<— — �=1 r / _y _ �- :� �/y �/. RTU 11 oI 1- 1= II)�II II)�II II) u I k i���II ON ROOF I� RTU-9 ON ROOF /7 �y 10 c10 TYP. y 10x10 I f r 1,1 rF /, y`y� != /�►1i7/�!� j2x12 _ 11 ` II pl II � L=J Ir, _ I , Lk A Ep -� \ \ F���'I► \ �\ 0 =�1 Lim/i /iii I`i9f 4r�i-iiiiii/`i ------ iiiiiiiiiii -- I T IL'-/-'' 1 T T L— A T T RTU-8 ON ROOF' T RTU-4 ON ROOF — — — — — — — — I I —I —�---— — — — — — — — — — — — — — - I I LE \\ \, TYP' y��6 L_J ® �� I 1Ox12 12x12 14x12 �� L r\/�--------------------------- — ------------ -- -------- � rF II,�II II III II` I I II"8' II` II L J L_J L —JL��-J I r TYP I I EXHAUST FAN EF-2 ON ROOF � V i �I Ir-=�1 A II If --j L tlJ I �jC ^Y �1�W4�'"'^T��3'�5w.uxror�ummry5t?C®�1P`f� EXHAUST FAN EF 1 r ON ROOF v s ray. ,��"i,'-x3F'�r-�+avrsxtJ f�Ce1'67ikr'QS'k's'9 i T T O 1 14x18 I-- I 14x14 �����------------------------ i� _� I----------------- y I I RTU-2 IN T L i — J ON ROOF TYP r A I rf- - I - - i - L---- -----i— — — — — — — — — — — — — — — — i----------- O2 TYP II L T�!'zi ik' at nmwxx:: r. VA L_J i T r L_J r TYPE--� 12x12 --_ �_- 12x1 r-/ L — -1 1 ---r---------1--- _ I 1 1 I — /, RTU-3 rF=A-, I r\ 1� TYP II /� II ON ROOF I r II II II L /� L =J =�J L HVAC DEMOLITION PLAN SCALE: 1 /8"= V - O" I -1 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EU 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: peigpeifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing ore owned by and the property of Peninsulu Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified projuct. Non,, of the ideas, designs, crrongements, mulhods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Enyineering, Inc. ✓ qU Jose A. hla;gues, PE, FL Reg. No. 37313 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. a: 0 Z CO I. - r DRAWN M.J.P. SHEET M AVF%L PAGE 2 OF SHEETS RENOVATION NOTES 1� DISABLE ELECTRIC HEATER IN EXISTING UNIT RTU-1. REPLACE HEATING CONTROL WITH CHANGEOVER —BYPASS VAV SYSTEM CONTROL. O2 REDUCE SPEED OF EXHAUST FAN EF-2 TO MATCH NEW CFM QUANTITY. PROVIDE DISCHARGE HOOD WITH BIRDSCREEN TO MATCH EXISTING ROOF CURB. ® PROVIDE INSULATED ROOF CURB AND DISCHARGE CAP. FLASH AND SEAL ROOF PENETRATION WATERTIGHT. O5 SEAL END OF DUCT TEMPORARILY AT FIRE DAMPER DURING PHASE 1 CONSTRUCTION. SCALE: 1/8 "=17-0" PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 E8 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.poifla.com E—Mall to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firrn or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. w Jose A. Marques, FIE FL Reg. No. 37313 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. 0 CIO C.._ • -- • r —_— — r .. < SHEET PAGE 3 OF SHEETS ,yr�. C r» e 'l Ln ILI a c, Ln i TZ a C1; Ln i in a i vi �ll z v E 0 0 ID n L a� a m a� 0 a> V O 0 r-- I In 0 0 0 v w a a) 0 SEAL AIRTIGHT WITH GLASS FAB AND MASTIC ' PROVIDE CONICAL FITTING BRANCH DUCT SPIN -IN FITTING WITH PIVOT DAMPER VOLUME DAMPER (VD) QUADRANT DRAWBAND CLAMP BEARING------_f LOCKING LEVER RECTANGULAR DUCT 1 ANGULAR TAP COLLAR AIR FLOW(SUPPLY) SCALE NOT TO SCALE 1 1/2" MIN. �- STRAP HANGERSPIN-IN COLLAR DUCT SEAL ALL JOINTS. 2"x2"x4" BY 22GA. IT ANGLE AT BOTTOM CORNERS. IF. 2 CHANNEL MAY BE USED IN LIEU OF FLEX DUCT SHEETMETAL ANGLES. NO FASTENERS PERMITTED IN DUCT FASTENING STRAP FIBROUS RECTANGULAR DUCT HANGER (TYP.) 2" MIN. SUPPORT STRAP FLEXIBLE DUCT SAG 18" MAX. FROM DEVICE AND NOT TO EXCEED 1/2" (5'-0" ON CENTER FER FOOT MAX. ---,,- MAXIMUM ALLOWABLE 8O LENGTH OF FLEX. DUCT FLEX DUCT MAINTAIN RADIUS OF BEND TO NOT LESS THAN ONE DUCT DIAMETER FLEX DUCT TRANSITION RA NOTE: INSULATED FLEX DUCT CLASS 1 MAIN BRANCH SPIN -IN COLLAR FITTING DETAIL NOT TO SCALE #8 WIRE OR 1 1/2" MIN. STRAP HANGER DUCT SPIN -IN COLLAR SEAL ALL JOINTS. I FASTENERS MAY BE OMITTED IF HANGER LOOPS UNDER DUCT. FASTENER RIGID RECTANGULAR DUCT HANGER (TYP.) 1 1/2" MIN. SUPPORT STRAP / 18" MAX. FROM DEVICE. DUCT FLEX DUCT FASTENING STRAP FASTENERS NOT PERMITTED TO PENETRATE EXHAUST OR DRYER VENT DUCTS. RIGID ROUND DUCT DUCTWORK SUPPORT DETAILS NOT TO SCALE �-- FLEX CONN (TYP) 1' TRANSITION SA 1. BALANCE RETURN AIR & OUTSIDE AIR 90' ELBOW WITH TO CFM QUANTITIES SCHEDULED TURNING VANES (TYPICAL) PACKAGED ROOFTOP UNIT DETAIL NOT TO SCALE (CONSTANT VOLUME SYSTEM) �- FLEX CONN (TYP) TRANSITION --� ❑ BYPASS CONTROLLER BV I I SD SA RA / \ BYPASS DAMPE 90' ELBOW WITH TURNING VANES NOTES: (TYPICAL) 1. BALANCE RETURN AIR & OUTSIDE AIR TO CFM QUANTITIES SCHEDULED 2. INSTALL CHANGEOVER -BYPASS VAV SYSTEM ACCORDING TO DESIGN DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS, 3. INSTALL VARITRAC/VARITRANE ZONE TERMINALS AS INDICATED ON DRAWINGS. 4. INSTALL VARITRAC/VARITRANE ZONE TERMINALS AS INDICATED ON DRAWINGS. 5. RTU-10: INSTALL DUCT MOUNTED CO2 SENSOR IN RETURN AIR DUCT AND 2-POSITION (MIN/MAX) MOTORIZED OA DAMPER. OA DAMPER TO OPEN TO MAXIMUM POSITION UPON SIGNAL FROM SENSOR FOR ADDITIONAL VENTILATION, ROOFTOP UNIT DETAIL (RTU-1 + RTU-10) NOT TO SCALE (CHANGEOVER -BYPASS VAV SYSTEM) TOP OF ROOF TOP OF ROOF MAIN DUCT TURN (TYPI ELBO CORI C SEAL AIRTIGHT WITH GLASS FAB MAIN DUCT SEAL AIRTIGHT WITH GLASS FAB SEAL AIRTIGHT WITH GLASS FAB AND MASTIC (TYPICAL) __7 CONICAL TYPE MAIN DUCT SPIN -IN FITTING T-BAR FRAME -� FLEXIBLE DUCT SAG NOT TO EXCEED 1/2" PER 10 FEET MAX. CEILING THROAT TO BE A MINIMUM OF 1 x DIAMETER - SUPPORT STRAP DIFFUSER CEILING DIFFUSER IT FLEX DUCT MAXIMUM ALLOWABLE LENGTH OF FLEX. DUCT 81-0 11 INSULATION SEAL AIRTIGHT NOTE: PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION DOES NOT PERMIT CONICAL FITTING, INSULATED FLEX DUCT PLENUM I ) I I LINEAR [IF DIFFUS7T-BARFRAM\E LAY-IN CEILING HARD CEILING TURNING VANE DETAIL NO SCALE VLILII\V GRILLE CEILING RETURN GRILLE DETAIL NOT TO SCALE CEILING DIFFUSER DETAILS NOT TO SCALE WALL THICKNESS VARIES SEE ARCHITECTURAL PLANS EXPANSION CLEARANCE AT TOP AND EACH SIDE. 1/8" PER FOOT OF SLEEVE EXISTING ROOFTOP A/C UNIT SCHEDULE PLAN MARK RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 RTU-7 RTU-8 RTU-9 RTU-10 RTU-11 RTU-12 SYSTEM TYPE PKG. DX VVT PKG. DX PKG. DX PKG. DX PKG. DX PKG. DX PKG. DX PKG. DX PKG. DX PKG. DX VVT PKG. DX PKG. DX NOMINAL TONS 12.5 10 5 5 5 5 5 7.5 3 7.5 6 7.5 AREA SERVED OFFICES OPEN OFFICE W OFFICES W OFFICES N OPEN OFFICE N OPEN OFFICE OFFICES OPEN OFFICE UPS CONF RMS OFFICES TRAINING RM SUPPLY AIR FLOW (CFM) 4300 3900 1950 1750 1800 1800 1850 2700 1200 2950 2350 2700 OUTSIDE AIR FLOW (CFM) 400 350 250 200 230 230 350 250 0 680/450 350 380 DX COOLING COIL: ENT. AIR TEMP. (DB/WB) 77/65 77/65 78/66 78/66 78/66 78/66 79/67 77/65 75/63 78/66 78/66 78/66 LVG. AIR TEMP. (DB/WB) 57/56 57/56 57/56 57/56 57/56 57/56 57/56 57/56 56/55 57/56 57/56 56/55 TOTAL CAPACITY (MBH) 116.1 105.3 57.9 52.6 53.4 53.4 59.9 78.3 27.0 89.6 71.2 89.9 SENSIBLE CAPACITY (MBH) 94.6 85.8 45.0 40.4 41.5 41.5 44.7 53.8 25.0 68.1 54.3 65.3 EVAP, FAN: STATIC PRESS. (EXTERNAL) 0.8 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.4 0.8 0.7 0.6 MOTOR HP 3 3 .66 .66 .66 .66 .66 1 .33 1 1 1 HEATER: KW 18 (NOTE 3) 18 12 12 12 12 12 18 6 18 9 9 ELECTRICAL: VOLTS/0 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 17.7 MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL NUMBER TDC150C4 TDC120C4 TDC060C4 TDC06OC4 TDC06OC4 TDC06OC4 TDC06OC4 TDC09OC4 TDC036C4 TDC090C4 TDC075C4 TDC09OC4 NOTES: 1. ROOFTOP PACKAGED A/C UNITS ARE EXISTING. DATA INDICATED IS FOR BALANCING PURPOSES. VERIFY INDICATED MOTOR HORSEPOWER AND HEATER KW QUANTITIES. 2. PROVIDE VARIABLE AIR VOLUME (VAV) SYSTEM FOR EXISTING UNITS RTU-1 & RTU-10. VAV SYSTEM SHALL BE TOTALLY COMPATIBLE AND FROM SAME MANUFACTURER AS EXISTING ROOFTOP UNITS. REFER TO SPECIFICATIONS AND VAV TERMINAL SCHEDULE BELOW FOR REQUIREMENTS. 3. DISABLE ELECTRIC HEATER FOR RTU-1. REFER TO VAV TERMINAL SCHEDULE BELOW FOR HEATING. ANGLE IRON AND FASTENER DIMENSIONS LENGII•I MIN. ANGLE SIZE FASTENER LOCATION 0 - 48" 1-1/2" x 1-1/2" x 1/8" 8" ON CENTER 49 - 96" 2" x 2" x 1/8" 6" ON CENTER OVER 96" 2-1/2" x 2-1/2" x 3/16" 6" ON CENTER ANGLE IRON ON ALL SIDES. ANGLE SHALL NOT BE ANCHORED TO WALL. - 1" MIN. ANGLE OVERLAP ON WALL - ALL SIDES DUCT FUSIBLE -J FIRE LINK 10 GA. SLEEVE REGISTER OR GRILLE WITH SUFFICIENT FRAME SIZE TO COVER THE SLEEVE FLANGE BREAKAWAY DUCT CONN. FLANGE SLEEVE TO OVERLAP TO SLEEVE. PLAIN "S" SLIP WALL A MIN. OF 1 INCH ON EACH SIDE OF SLEEVE. 1/4" DIA. BOLT OR 1/2" LONG WELDS, MIN. OF TWO FASTENINGS PER EDGE. FULL WELD AT 4 CORNERS TO MAKE INTEGRAL FRAME NOTES: 1. WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEED THE REQUIREMENTS OF THIS DETAIL, THEY SHALL BE FOLLOWED. FIRE DAMPER DETAIL NOT TO SCALE WALL THICKNESS SEE ARCHITECTURAL PLANS 1" MIN. ANGLE OVERLAP ON WALL ALL SIDES SLEEVE FUSIBLE UNK DUCT -\ DAMPER FRAME ANGLE IRON SHALL NOT BE ANCHORED TO WALL ANGLE IRON & FASTENER DIMENSIONS LENGTH MIN. ANGLE SIZE FASTENER LOCATION 0- 48" 1 1-1/2" x 1-1/2" x 1/8" F 8" ON CENTER 49 - 96" 2" x 2" x 1/8" 1 6" ON CENTER OVER 9C" 2-1/2" x 2-1/2" x 3/16" 6" ON CENTER -ANGLE IRON ON ALL SIDES EXPANSION CLEARANCE 1/8" PER FOOT 1 /4" 0 BOLTS OR 1/2- LONG WELDS. MIN. OF TWO FASTENINGS PER EDGE, I ACCESS DOOR BREAKAWAY DUCT CONN. TO SLEEVE. PLAIN "S" SLIP ON EACH SIDE OF SLEEVE. WALL SLEEVE DUCT DIMENSION (IN DIA. OR EITHER RECT. DIM MINIMUM GAUGE 0 - 12" 26 13 - 30" 24 31 - 54" 22 55 - 84" 20 85"-UP 18 NOTES: 1. WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEED THE REQUIREMENTS OF THIS DETAIL, THEY SHALL BE FOLLOWED. FIRE DAMPER DETAIL NOT TO SCALE DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. NC LEVEL MAX. PD (IN. WG.) SIZE INCHES (Face/Neck) MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24" 6"O STEEL WHITE TITUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x2478"O STEEL WHITE TITUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24710"0 STEEL WHITE TITUS TMS - LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24712"0 STEEL WHITE TITUS TMS - 0 LINEAR DIFFUSER 20 0.06 2 SLOT, 4 FT. LONG STEEL WHITE TITUS MPI-38 8" 0 INLET FD SIDEWALL SUPPLY GRILLE 20 0.08 14"x8"/12"x6" STEEL WHITE TITUS 30ORS OPPOSED BLADE DAMPER © CEILING RETURN GRILLE 30/20 0.08 24"x24"/22"x22" STEEL WHITE TITUS 35ORL OPPOSED BLADE DAMPER HO CEILING RETURN GRILLE 30/20 0.08 24"X1 2"/22"xl 0" STEEL WHITE TITUS 35ORL OPPOSED BLADE DAMPER 01 CEILING TRANSFER GRILLE 20 0.04 24"xl 2"/22"xl 0" STEEL WHITE TITUS 35ORL - OJ CEILING TRANSFER GRILLE 20 0.04 24"x24"/22"x22" STEEL WHITE TITUS 350RL - O CEILING EXHAUST GRILLE 30 0.08 24"xl20/22"xl0" ALUM. WHITE TITUS 350FL OPPOSED BLADE DAMPER NOTES: 1. ALL HVAC DUCTWORK, REGISTERS, GRILLES, AND DIFFUSERS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING. 2. ALL SUPPLY AIR DIFFUSERS ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3. ALL SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES IN CONFERENCE ROOMS AND EXECTUTIVE OFFICE AREAS SHALL HAVE A MAXIMUM NC=20. VARIABLE AIR VOLUME TERMINAL SCHEDULE TAG TYPE AREA SERVED INLET SIZE MIN. CFM MAX. CFM ELECTRIC HEATER MFR. &MODEL N0. NOTES KW VOLTS PH VV-1.1 ZONE DAMPER RM 112, CORR 128 8110 150 550 2 277/1 TRANE VCEF08 1 VV-1.2 ZONE DAMPER RM 111 8"0 120 350 2 277/1 TRANE VCEF08 1 VV-1.3 ZONE DAMPER RMS 113, 114, 115 12"0 300 1050 3 277/1 TRANE VCEF12 1 W-1.4 ZONE DAMPER RMS 116, 117, 118, 119 10"o 200 650 2 277/1 TRANE VCEF10 1 VV-1.5 ZONE DAMPER RM 110 81'0 150 500 2•5 277/1 TRANE VCEF08 1 VV-1.6 ZONE DAMPER RM 109 8"0 150 400 2.5 277/1 TRANE VCEF08 1 VV-1.7 ZONE DAMPER RM 108 8"0 150 500 2.5 277/1 TRANE VCEF08 1 VV-1.8 ZONE DAMPER RM 107 6110 120 300 2 277/1 TRANE VCEF06 1 BV-1,1 BYPASS DAMPER EXIST. RTU-1 16"x16" - 3500 - - TRANE VARA2RJ 1 W-10.1 ZONE DAMPER BREAK RM 171 6" 0 80 260 - - TRANE VADA06B 2 VV-10.2 ZONE DAMPER RMS 169, 170 6110 100 320 - - TRANE VADA06B 2 VV-10.3 ZONE DAMPER RM 168 61to 80 250 - - TRANE VADA06B 2 VV-10.4 ZONE DAMPER CONF RM 185 10"o 200 600 - - TRANE VADAIOB 2 VV-10.5 ZONE DAMPER CONF RM 177 10"o 200 720 - - TRANE VADA10B 2 VV-10.6 ZONE DAMPER RM 179 6130 80 250 - - TRANE VADA06B 2 W-10.7 ZONE DAMPER RM 182 6"0 80 200 - - TRANE VADA06B 2 W-10.8 ZONE DAMPER RM 181 6" 0 100 350 - - TRANE VADA06B 2 BV-10.1 BYPASS DAMPER EXIST. RTU-10 14"xl2" - 2300 - - TRANE VARA1RJ 2 NOTES: 1. PROVIDE COMPLETE TRANE CHANGEOVER -BYPASS SYSTEM INCLUDING 'VARITRANE' PRESSURE INDEPENDENT VAV BOXES WITH ELECTRIC HEAT, 'VARITRAC' BYPASS DAMPER, SENSORS, AND CONTROLS. 2. PROVIDE COMPLETE TRANE CHANGEOVER -BYPASS 'VARITRAC' VVT SYSTEM INCLUDING ZONE DAMPERS, BYPASS DAMPER, ZONE SENSORS, BYPASS CONTROLLER, CENTRAL CONTROL PANEL, DUCT MOUNTED CO2 SENSOR, AND OUTSIDE AIR CONTROL DAMPER. FAN SCHEDULE MOTOR MARK TYPE AREA SERVED DRIVE CFM ESP. RPM MFR./MODEL NOTES HP V/PH EF-1 EXIST. ROOF CENTR. TOILET RMS 172, 173 BELT 1200 - - - 115/1 GREENHECK GB-130-4XQD EXISTING EF-2 ROOF CENTRIFUGAL TOILET RMS 140, 141 BELT 2400 0.375 NOTE 1 - 115/1 GREENHECK GB-200-5-X 1 (EXIST) EF-3 CEILING EXHAUST MOP SINK RM 149 DIRECT 100 0,375 1050 129W 115/1 [GREENHECK SP-B150 2,4,5,E NOTES: 1. REPLACE SHEAVE AND BELT AS REQUIRED FOR CFM QUANTITY SCHEDULED. 2, PROVIDE WITH BACKDRAFT DAMPER. 3. PROVIDE WITH BIRDSCREEN AND INSULATED ROOF CURB. 4. PROVIDE ROOF MOUNTED DISCHARGE CAP WITH BIRDSCREEN, AND INSULATED ROOF CURB. 5. PROVIDE WITH CEILING GRILLE. 6. PROVIDE WITH PRE -WIRED SPEED CONTROLLER AND DISCONNECT. r PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.peifla.com E-Mall to: pel®pelfla.com Copyright - All ideas, designs, methods and plans indicated or represented by this drawing ore owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified proicct. None of the ideas, designs, arrangements, methods or plans sholl be used by ar di;clused to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. SHEET M4 PAGE 4 OF SHEETS MEMOO ELECTRICAL SPECIFICATIONS - DIVISION 16 SECTION 16000 -- GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN BASE BID. ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS ARE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS FOR COORDINATION, EQUIPMENT CONNECTION, HEIGHTS AND LOCATIONS. B. CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE LOCAL GOVERNMENTAL AUTHORITY, THE NATIONAL ELECTRIC CODE 2002 EDITION, 2004 FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE 2004 EDITION, AND THE CODES AND STANDARDS REFERENCED THEREIN. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BEAR THE UNDERWRITER'S LABEL. C. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. D. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. E. PROVIDE PHENOLIC NAMEPLATES ON ALL PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC, INDICATING DESIGNATION, VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION NOT ACCEPTABLE. F. CONTRACTOR SHALL SCHEDULE ALL DOWN -TIME WITH THE OWNER PRIOR TO BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. G. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. H. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MANUFACTURERS, SUB -CONTRACTORS, VENDORS, AND SUPPLIERS, WITH A COPY OF THESE SPECIFICATIONS. I. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION, J. DAILY REMOVE REFUSE AND DEBRIS ACCUMULATING FROM ELECTRICAL CONSTRUCTION AND PRIOR TO ACCEPTANCE OF THIS WORK, LEAVE THE PREMISES "BROOM CLEAN" INSOFAR AS AFFECTED BY ELECTRICAL WORK. K. ELECTRICAL CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ESTIMATING AND CONSTRUCTION OF THIS PROJECT. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR CONNECTING AND ENERGIZING EQUIPMENT SHOWN ON THOSE DRAWINGS WILL NOT BE RECOGNIZED. ELECTRICAL CONTRACTOR SHALL COMMUNICATE DISCREPANCIES TO ENGINEER PRIOR SUBMITTING A BID, L. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY, NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT, IN ADDITION, ELECTRICAL CONTRACTOR SHALL PROVIDE THE ENGINEERING WITH PHOTOMETRIC FLOOR PLANS FOR ANY LIGHTING FIXTURES CHANGES FOR APPROVAL AT LEAST 10 DAYS PRIOR TO BID DATE. SECTION 16050 - BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS: ALL RACEWAYS AND FITTINGS SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. ELECTRICAL METALLIC TUBING (E.M.T) MAY BE USED FOR ALL INTERIOR EXPOSED AND CONCEALED WORK WHERE IT IS NOT SUBJECT TO PHYSICAL DAMAGE OR CORROSION. FITTINGS SHALL BE STEEL SET SCREW TYPE. PVC SCHEDULE 40 WITH TAR COATED GALVANIZED RIGID STEEL ELBOWS SHALL BE USED FOR BELOW GRADE INSTALLATIONS. NO BX CABLE ALLOWED. INSTALL EXPANSION FITTINGS IN RACEWAYS EVERY 200' LINEAR RUN OR WHEREVER STRUCTURAL EXPANSION JOINTS ARE CROSSED. MC CABLE MAY BE USED A MAXIMUM OF 6'-0" FROM SWITCH LEGS AND LIGHT FIXTURE WHIPS ONLY. B. CONDUCTORS: FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE #12 (UNLESS OTHERWISE NOTED) THWN COPPER. NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE. INSTALL ALL WIRING IN CONDUIT OR APPROVED RACEWAYS UNLESS OTHERWISE INDICATED. PROVIDE #10AWG FOR BRANCH CIRCUITS OVER 100 FEET IN LENGTH TO ACCOUNT FOR VOLTAGE DROP. PROVIDE #10 GROUND TO CORRESPOND. ALL BRANCH CIRCUITS SHALL CARRY A GROUNDING EQUIPMENT CONDUCTOR, AND BE WIRED WITH COLOR -CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT, COLOR -CODE SHALL BE AS FOLLOWS: 120/208 VOLT: PHASE A - BLACK; PHASE B - RED; PHASE C - BLUE; NEUTRAL - WHITE; GROUND - GREEN. 277/480 VOLT. PHASE A - BROWN; PHASE B - ORANGE; PHASE C - YELLOW; NEUTRAL - LIGHT GREY, GROUND - GREEN. C. FINAL CONNECTIONS TO MOTORS OR EQUIPMENT SUBJECT TO VIBRATION SHALL BE MADE UP WITH GREENFIELD IN DRY LOCATIONS AND WITH JACKETED, LIQUID -TIGHT, FLEXIBLE, GALVANIZED STEEL CONDUIT IN WET OR DAMP LOCATIONS. LOCATE ALL DEVICES AND EQUIPMENT WHERE SHOWN ON DRAWINGS. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FROM FINISHED FLOOR TO THE CENTER OF THE DEVICE UNLESS OTHERWISE INDICATED. STANDARD MOUNTING HEIGHTS ARE AS FOLLOWS: DEVICES HEIGHT AFF AT DEVICE CENTER 1. ELECTRICAL OUTLETS 18" 2. ELECTRICAL OUTLETS ABOVE COUNTER 42" 3. TELEPHONE 18" 4. WALL TELEPHONE 54" 5. LIGHT SWITCHES 42" 6. THERMOSTATS SEE MECH SPECS 7. FIRE ALARM DEVICES 80" TO BOTTOM OF GLASS 8. DISCONNECT SWITCHES 60" TO TOP 9. PANELBOARDS 72" TO TOP 10, EXIT SIGNS AS NECESSARY 11, SPECIAL DEVICES AS NECESSARY D. DISCONNECT SWITCHES: GENERAL DUTY, FUSED OR NON -FUSED AS CALLED FOR ON PLAN DRAWINGS. PROVIDE SOLID NEUTRAL CONNECTION WHERE REQUIRED. USE NEMA-1 INDOORS AND NEMA-3R OUTDOORS. ALL DISCONNECT SWITCHES SHALL BE PROVIDED WITH GROUND KIT. E. ELECTRICAL CONTRACTOR SHALL REVIEW ONE LINE POWER RISER DIAGRAM IN CONJUNCTION WITH SWITCHGEAR MANUFACTURER REPRESENTATIVE TO CROSS REFERENCE POWER RISER WITH PANEL SCHEDULES AND VERIFY VOLTAGES, AMPS, LUGS SIZES/NUMBER AND CABINETS DIMENSIONS PRIOR TO SUBMITTING A BID. F. EXERCISE CARE IN CONNECTING THE VARIOUS ELECTRICAL LOADS TO THE PANELS IN ORDER TO ARRIVE AT A REASONABLE BALANCE BETWEEN LOADS IN EACH PHASE AT EACH PANEL. MAKE TESTS AND ADJUST LOADS AT EACH PANEL TO RESULT IN REASONABLY BALANCED LOAD CONDITION. SATISFACTORY TO THE UTILITY COMPANY. ENGINEER, OWNER AND INSPECTION AGENCIES. DOCUMENT ALL SAID LOAD ADJUSTMENTS. G. MANUFACTURERS: BASE OF DESIGN IS SQUARE D, EQUAL PRODUCTS BY GENERAL, ELECTRIC, SIEMENS OR CUTLER HAMMER WILL BE CONSIDERED. H. MATERIALS SHALL BE NEW AND UNUSED AND THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH MATERIALS. THE MATERIALS SHALL BE OF THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIESWITH SPECIFICATION N REQUIREMENTS. I. LIGHTING FIXTURES SHALL BE AS SHOWN ON THE DRAWING AND SHALL BE FURNISHED WITH LAMPS INSTALLED. J. ALL GROUNDING SHALL CONFORM TO ARTICLE 250 OF THE NEC REQUIREMENTS. IN ADDITION THERETO AS IMPOSED BY THE DRAWINGS AND THE LOCAL CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION. WHEN THE WATER MAIN METAL PIPE IS USED AS A SUPPLEMENTAL ELECTRODE, CONNECTION SHALL BE MADE WITHIN 5 FT. OF POINT OF ENTRANCE OF PIPE INTO THE BUILDING. CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE MADE BY MEANS OF EXOTHERMIC WELD. c I Ln CD 0 C-1 N U (D ti w J -N a) r 7) U O K. FIRE ALARM: 1. REVISE EXISTING FIRE ALARM SYSTEM TO COMPLY WITH NFPA 101 2003 EDITION, NFPA 72 2002 EDITION, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION 2002 EDITION, AND ORANGE COUNTY REQUIREMENTS, DO NOT BID PER PLANS. DEVICES SHOWN FOR REFERENCE ONLY. FIRE ALARM CONTRACTOR SHALL PROVIDE A FIRE ALARM SYSTEM THAT PASSES ALL APPLICABLE CODES, 2. HORN/STROBE TO MEET db AND CANDELA AS PER ADA AND NFPA-72 REQUIREMENTS. EXCEPT NO LESS THAN 75 CANDELA AND 82 DECIBEL. REFER TO NFPA 72 TABLES 7.5.4.1.1(a), AND 7.5.4.1.1(6). 3. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING FIRE ALARM SYSTEM. PROVIDE NECESSARY UPGRADES, ZONES, POWER EXPANDERS, AMPLIFIERS, ETC. 4. PROVIDE 120VAC AND FIRE ALARM INTERLOCK TO SMOKE DAMPERS. 5. FIRE ALARM CONTRACTOR SHALL REVIEW MECHANICAL DRAWINGS FOR DUCT SMOKE DETECTORS AND SMOKE DAMPERS REQUIREMENTS. INCLUDE CONNECTION COST WITHIN BASE BID. 6, ELECTRICAL CONTRACTOR SHALL OBTAIN THE SERVICES OF THE LANDLORD FIRE ALARM CONTRACTOR FOR DESIGN, INSTALLATION AND PERMITTING OF THE FIRE ALARM WORK. INCLUDE COST WITHIN BASE BID. 7. PROVIDE SIGNED AND SEALED FIRE ALARM SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE EMPLOYMENT OF THIS CONTRACTOR FOR BUILDING DEPARTMENT REVIEW AND PERMIT. 8. FIRE ALARM SYSTEM CABLES SHALL BE #14 COPPER MINIMUM ENCLOSED IN 3/4" OR LARGER EMT CONDUIT. BOXES FOR DEVICES SHALL BE 2 1/8" DEEP. 9. CONNECT NEW FIREALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER MANUFACTURER RECOMMENDATIONS, PROVIDE NEW MODULES AND UPGRADES AS REQUIRED. 10. PROVIDE MOTION DETECTOR, PUSHBUTTON TO EXIT AND FIRE ALARM INTERLOCK FOR EACH ELECTRIC STRIKE DOOR LOCATION. 11. FINAL QUANTITY OF STROBE/HORNS TO BE DETERMINED BY FIRE MARSHALL, INCLUDE CONTINGENCY FOR 6 ADDITIONAL STROBE/HORNS AND 4 SMOKE DETECTORS IN BASE BID. 12. 61G15 FLORIDA ADMINISTRATIVE CODE COMPLIANCE: a) PROVIDE 60 HOUR BATTERY BACK-UP WITH 5 MINUTES OF RUN TIME AT END FOR ALL EQUIPMENT AND DEVICES. PROVIDE CALCULATION WITH SUBMITTAL AND SHOP DRAWINGS. b) SHOW REQUIRED INTER -TIES TO ALL EXISTING FIRE ALARM SYSTEM COMPONENTS REQUIRED TO MAKE SYSTEMS OPERATE AS ONE PER NFPA. c) PROVIDE AUDIBLE NOTIFICATION 15 DECIBEL ABOVE AMBIENT NOISE LEVELS. SEE NFPA 72 APPENDIX A TABLE A.7.4.2. PROVIDE VISUAL NOTIFICATION PER NFPA 72 7.5 AND FLORIDA BUILDING CODE, d) CONDUCTORS SHALL BE U.L. LISTED FPL MANUFACTURED AND INSTALLED PER NFPA 70 SECTION 760. PROVIDE POWER LIMITED SYSTEM. EXPOSED CABLES IN PLENUMS SHALL BE RATED FOR THE USE. L. FIREPROOF ALL OPENINGS ON FIRE RATED WALLS BY AN UL APPROVED SYSTEM. M. PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT STUB -UP TO ACCESSIBLE CEILING FOR TELEPHONE AND DATA OUTLETS. TERMINATE CONDUITS 6" ABOVE CEILING IN ACCESSIBLE SPACE WITH 90' BEND INSULATED BUSHINGS AND PULL STRING. COORDINATE WITH TENANTS DATA/TELEPHONE CONTRACTOR FOR FURTHER ELECTRICAL AND RACEWAYS REQUIREMENTS. CABLING BY OTHERS. N. FURNISH FOR REVIEW AND APPROVAL FIVE (5) COPIES OF CUT SHEETS AND SCHEDULES FOR ALL PANELBOARDS, LIGHT FIXTURES, TRANSFORMERS AND ELECTRICAL EQUIPMENT IN A 3-RING BINDER WITH A FRONT PAGE FOR EACH CATEGORY WITH SPACE FOR ENGINEER'S STAMP AND COMMENTS. LOOSE CUTSHEETS WILL BE REJECTED. 0. CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED USING APPROVED FIRE SAFEING COMPOUND. REFER TO ARCHITECTURAL FLOOR PLAN FOR LOCATION OF FIRE RATED PARTITIONS, P. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS FOR DEVICES EXACT LOCATIONS, MOUNTING HEIGHTS AND QUANTITIES PRIOR TO BID AND PRIOR TO ROUGH -IN. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. Q. REVIEW AND COORDINATE WITH DIV. 15 DRAWINGS FOR EQUIPMENT, CONDUIT, DEVICES, ETC., REQUIRED FOR A COMPLETE AND OPERATING HVAC SYSTEM. LOW VOLTAGE CONTROL WIRING FURNISHED AND INSTALLED BY DIVISION 15. CHECK ALL MOTORS AND ROTATING EQUIPMENT FOR PROPER ROTATION. R. FINAL QUANTITY OF EXIT AND EMERGENCY LIGHTS TO BE DETERMINED BY FIRE MARSHALL INCLUDE CONTINGENCY FOR 6 ADDITIONAL EXIT LIGHTS AND 6 ADDITIONAL EMERGENCY LIGHTS IN BASE BID. S. PROVIDE BACK BOXES AND RACEWAY FOR DOOR ACCESS CARD READERS AND ELECTRIC STRIKES AS PER SECURITY CONTRACTOR DIRECTIONS. PROVIDE 120VAC TO EACH ELECTRIC STRIKE DOOR LOCATION AND TO ACCESS CONTROL SYSTEM PANEL. ACCESS CONTROL SYSTEM MUST DEACTIVATE OR OPEN ANY DOOR LOCKING MECHANISM AND REMAIN IN FAIL SAFE POSITION WHENEVER FIRE ALARM SYSTEM IS ACTIVATED OR BUILDING POWER FAILS. PROVIDE "PUSH -TO -EXIT" PUSHBUTTON AND MOTION DETECTOR AT EACH ACCESS DOOR LOCATION. INTERLOCK WITH FIRE ALARM SYSTEM. T. CABLES NOT ENCLOSED IN CONDUITS WITHIN CEILING SPACES SHALL BE AIR PLENUM RETURN FIRE RATED. U. ELECTRICAL CONTRACTOR MAY COMBINE CIRCUITS IN A COMMON RACEWAY AS LONG AS CONDUCTORS ARE DERATED AS PER NEC TABLE 310-15. SHARED NEUTRAL SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. V. ELECTRICAL CONTRACTOR SHALL INCLUDE TRENCHING AND BACKFILLING, CORE DRILLING, CUTTING AND PATCHING FOR THE INSTALLATION OF HIS/HER WORK WITHIN BASE BID. W. CLEAN ALL LIGHT FIXTURES, LAMPS AND LENSES AND PANELBOARD INTERIORS PRIOR TO FINAL ACCEPTANCE. X. PROVIDE DISK FILE ON CAD 2004 RELEASE WITH "AS BUILT" ELECTRICAL DRAWINGS AT THE COMPLETION OF THE PROJECT. Y. CONTRACTOR REPRESENTS THAT HIS BID IS BASED UPON THE MANUFACTURER'S MATERIALS AND EQUIPMENT DESCRIBED IN THE CONTRACT DOCUMENTS. Z. ELECTRICAL CONTRACTOR SHALL FILL UTILITY SERVICE INFORMATION FORMS AND BUILDING DEPARTMENT ELECTRICAL PERMIT FORMS. AA. PROVIDE AND INSTALL PHASE LOSS PROTECTORS WITH AUTO RESET FOR ALL 10 AND 30 EQUIPMENT SHOWN ON MECHANICAL PLANS THAT HAVE AT LEAST 2 HOT CONDUCTORS. SEE DIAGRAMS, THIS SHEET. BB. THE CEILING SPACE OF THIS PROJECT IS A RETURN AIR PLENUM. ALL MATERIALS IN THIS AREA MUST BE PLENUM RATED AND MEET THE REQUIREMENTS OF SECTION 602 OF THE F.M.C. JUNCTION BOX 1/2" FLEX NOT TO EXCEED 6'. DO NOT STRAP FIXTURE FLEX FIXTURE TO TO GRID. FIXTURE. T/777 9_�2) LIGHT FIXTURE ------ j LAY -IN FIXTURE MOUNTING DETAIL SCALE: NONE ICM450 LADDER DIAGRAM PHASE LOSS 2-POLE CONTACTOR L03 LI3 U2 - - - - - - - - - - - - - - - LIl 1 LINE 3 FUSE LOAD 3 I LINE 2 (� FUSE LOAD Z LINE 1 FUSE LOAD 1 I I I i j@'jTPj7M7A CONTROL I I l VOLTAGE I �I *THERMOSTAT, PRESSURE SWITCH, ETC. LOAD PHASE LOSS PROTECTOR DETAIL SCALE: NONE EXISTING CONDITIONS GENERAL NOTES 1. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER, MAY BE NECESSARY. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID. 2. ELECTRICAL CONTRACTOR SHALL TRACE LIGHTING AND POWER BRANCH CIRCUITS TO IDENTIFY CIRCUITS SERVING AREA WITHIN SCOPE OF WORK. PROVIDE UPDATED TYPEWRITTEN PANEL SCHEDULES AT COMPLETION OF WORK. 3. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. A. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL. 4. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE. 5. ALL CONDUIT AND WIRE REMOVED SHALL BE TAKEN BACK TO THE SOURCE OF SUPPLY. 6. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 7. ALL UNUSED RACEWAYS WITHIN ACCESSIBLE SPACES SHALL BE COMPLETELY REMOVED. REMOVE ALSO ASSOCIATED CONDUCTORS, JUNCTION BOXES, FASTENERS AND SUPPORTS. B. WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS, WHICH NO LONGER ARE IN SERVICE, SHALL BE REMOVED AS DIRECTED BY THE ARCHITECT. IF, IN THE COURSE OF THE WORK, OUTLETS ARE COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN OPERATIONAL, WITH SAME CAPACITY AS BEFORE. ALL BUILDING SURFACES DAMAGED, AND OPENINGS LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR, ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. 9. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS REQUIRED, WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, AND CEILINGS, SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. 10. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. 11. ABANDONED LOW VOLTAGE CABLES WITHIN CEILING SPACES SHALL BE REMOVED AS PER ARTICLE 725.61 (A) OF THE NFPA-70. 12. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. 13. REFER TO ARCHITECTURAL PLANS FOR SCOPE OF DEMOLITION. System No. NV-.L-100.1 September 07, 2004 (Formerly System No. 147) F Ratings -1, 2, 3 and 4 llr (See Item 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Fir (See Item 3) L Rating AtArnb icat - loss than 1 CFA•1/sq It L Rating At 400 F - less than 1 CFA4/sq ft SECTION A -A 1. Nall Assembly -The 1, 2,3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in tine manner described in tha individual U300 or U400 Series Wall or Partition Designs in the UL. Fire Resista ace Directory and shall include the followutg construction features: A. Studs - bV all Barring may consist of either wood studs (minx 2 It fire rated assemblies) or steel channel studs. %od studs to consist of note 2 by 4 i u. hunber spaced 16 in. OC with nom 2 by 4 in. ltuuber end plates and cross braces. Steel studs to be rout 3-5/8 in. wide by 1-3/8 in. deep channels, spaced nix 24 in. OC. B. Gypsum Board* - Nom 1/2 or 518 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thiclaness, 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 26 in. 2, 'Through Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing Lund periphery of opening shall be min of 0 in. (point contact) to nrax 2 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be, Used: A. Steel Pipe -Nom24 un. diarn(or stnidter) Schedule 10 (orheavier) steelpipe. B. Irun Pipe -Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diwn (or smaller) or Class 50 (or heavier) dLICUIe iron pressure pipe. C. Conduit - Nom 6 hi. diann (or similer) steel Conduit or nont 4 in diain (or smaller) steel electrical metallic tubing D. Cupper'Iubing-Nom 6 in. diaut(or sutaller)'1'ype L (or heavier) copper tubing E. Copper Pipe -Nom 6 ht. diiun (or smaller) Regular (or heavier) copper pipe. F. 'Through Penetrating Product* - Flexzble Nletid Piping -The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or urry not be removed on both sides of floor or wall assembly. OINIEGA FLEX INC 2. Nom 1 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. 'ITTEFLEX CORP A BLIN'DY CO 3. Nom 1 in. diam (or snnaller) steel flexxible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. NNARD AIFG INC; 3. Iil1,�oulurCaFtt} 1-ly4,i-7/8<utd2 1/_un.tlnicbrn-ssofcaull:For1,2,3iund=lltrrated assemblies, resl?ectively, appliccl witltirt aluiulus, flush with bout sar•faces of wall. Nlin 1/4 in. diam bead of caulk applied to gypsum boardipenetriuit interface at point contact location on both sides of wall. The hourly F Rating of the farestop system is dependent Upon thehourly fire rating of the wall assembly iin which it is installed, as shown hn the followinng table.'Ihe hourly Rating of the fires top system is depeiidenil upon tine type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated belw-v: iALuc Pilw ur Conduit DimitIn. F IL•ttin" IIr 'I' Ratiug EIr 1 Ior2 0+,1or2 1 3 or 4 3 or 4 4 l or 2 0 6 1 3 or 4 0 12 1 1 or 2 0 +When copper pipe is used,T Rating is 0 hr. Sill COINIPAN Y - CP 25 WB+ caulk or Fh=3000 N�' T seiiliunt, *Rearing the UI, Classificatii>nt iblarlting FIRE RATED PIPE PENETRATION DETAIL SCALE: NONE ELECTRICAL SYMBOL LEGEND (NOT ALL SYMBOLS USED ON THIS PROJECT) ❑ ❑ RECESSED FLUORESCENT LIGHT FIXTURE �-0 STRIP FLUORESCENT LIGHT FIXTURE - CEILING MOUNTED, WALL MOUNTED I SUSPENDED, LINEAR FLUORESCENT FIXTURE DECORATIVE PENDANT FIXTURE NIGHT LIGHT AND EMERGENCY LIGHT, CONNECT TO EMERGENCY BATTERY PACK AND UNSWITCHED LEG OF LOCAL CIRCUIT. 0 2 INCANDESCENT, HID OR COMPACT FLUORESCENT FIXTURE - CEILING MOUNTED, WALL MOUNTED ® EXIT SIGN FIXTURE, SHADED QUADRANT INDICATES FACE, WITH �p ARROWS AS SHOWN ON PLAN - CEILING MOUNTED, WALL MOUNTED I -I EMERGENCY LIGHTING FIXTURE $ $2 $3 $4 1-POLE, 2-POLE, 3-WAY, 4-WAY SWITCH $D 0 INCANDESCENT DIMMER SWITCH, LUTRON $M $MP $WP MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT LIGHT; WP" INDICATES WEATHERPROOF $3P MOMENTARY 3 POSITION SWITCH, CENTER OFF $T INTERMATIC LIGHT SWITCH MODEL No. E115MH ( 0 0 0 DUPLEX RECEPTACLE AT 18", ABOVE COUNTER AT 42", GROUND G IG WP FAULT TYPE, ISOLATED GROUND TYPE, WEATHERPROOF TYPE 0C CEILING MOUNTED DUPLEX RECEPTACLE (2) DUPLEX RECEPTACLES IN SINGLE OUTLET BOX WITH SINGLE COVER PLATE AT 18", ABOVE COUNTER AT 42" ® SPECIAL RECEPTACLE, AS NOTED. Q FLOOR MOUNTED QUAD POWER RECEPTACLE AND TELEDATA OUTLET BOX. "BASE -POWER -IN". PROVIDE JUNCTION BOX, WHIP AND CONNECTIONS PP TELE/POWER POLE FINAL CONNECTION TO EQUIPMENT MOTOR CONNECTION, TRANSFORMER JUNCTION BOX =J ®®J DISCONNECT SWITCH, STARTER OR CONTACTOR, COMBINATION STARTER/DISCONNECT 120/208V OR 120/240V PANELBOARD 277/480V PANELBOARD I® SYSTEMS CABINET - FLUSH MOUNTED, SURFACE MOUNTED © TELEPHONE TERMINAL BOARD ❑F MANUAL PULL STATION STROBE/HORN REMOTE DUCT SMOKE DETECTOR STATUS ANNUNCIATOR, �f PROVIDE KEYED RESET AND AUDIO VISUAL ANNUNCIATION SUCH AS AIR PRODUCTS AND CONTROLS, INC. MOD. NO. MS-RH/KA/P/R. MOUNT AT 56" A.F.F. ® SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR, IONIZATION TYPE WITH TUBES SIZED AS REQUIRED ® SMOKE DAMPER ® ELECTRIC DOOR STRIKE/CARD READER. PROVIDE 120VAC CONNECTION TO GROUND TELEPHONE OUTLET AT 18", WALL TELEPHONE OUTLET AT W C P ® ® ® V 54" ABOVE COUNTER, PAY TELEPHONE OUTLET. PROVIDE 4" SQ. BOX AND 3/4" RACEWAY TO ACCESSIBLE CEILING 0 V COMPUTER OUTLET AT 18", ABOVE COUNTER, 3/4"C TO ACCESSIBLE CEILING. 0 TELEPHONE/DATA OUTLET, PROVIDE 4" SQUARE BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING ® AHU/EXHAUST FAN SHUTDOWN RELAY, 24V DC ® BUILDING STANDARD CARD READER BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL, SLASH MARKS INDICATE NUMBER OF CONDUCTORS, LONGER SLASH IS NEUTRAL, (GROUND WIRE NOT SHOWN); 2 #12, 1 #12 GROUND MINIMUM (UNLESS OTHERWISE NOTED OR MARKED); LONGER SLASH WITH HATCH MARK INDICATES ISOLATED GROUND. QUANTITY OF ARROWS INDICATE QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND ELECTRICAL SYMBOL LEGEND NOTES: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED FOR ALL LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. ALL SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE 20A MINIMUM UNLESS OTHERWISE NOTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO ORDERING. 3. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. 4. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE WITH PERMANENT BLACK MARKER. 5. PROVIDE LABELS ON POWER POLES INDICATING PANEL AND CIRCUIT NUMBER. 6. JUNCTION BOXES SHALL NOT BE MOUNTED TO THE PARTITION TOP PLATE, 7. PROVIDE ACOUSTICAL FOAM AND SEALANT AT ALL DEVICES ON DEMISING PARTITIONS. IF PARTITION IS FIRE RATED, PROVIDE FIREPROOF COMPOUND ON BACK AND SIDES OF THE BOX. 8. WHERE TELEPHONE AND ELECTRICAL OUTLETS APPEAR ON PLANS AS BACK TO BACK, OUTLETS SHALL BE STAGGERED TO REDUCE NOISE TRANSMISSION. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246,1664 http: //www.pelfla.com E-Mail to: pelOpelfla.com Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evulved and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 1 •o�� David A. Burger, PE, FL Reg. No. 47146 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. < Cr Z CO .0 U. 0 a: C) Z < 0 0 0) LL •' , z < (_3 co DRAWN REK CHECKED DAB DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET El PAGE OF SHEETS ( V I / REVISIONS DATE PRE RENOVATION LIGHTING PLAN SCALE: 1/8"=1'—O" LIGHTING FIXTURE SCHEDULE LIGHT FIXTURE LAMPS FIXT TYPE DESCRIPTION MANUFACTURER/ CATALOG NUMBER MOUNTING VOLTS QTY TYPE WATTS NOTES A SUSPENDED, LINEAR, INDIRECT FOCAL POINT LIGHTING FLUORESCENT FIXTURE VERVE II FV2S SUSPENDED 277 2 T8 32 — B DECORATIVE FIXTURE LOUIS POULSEN - AHS-360 WITH ALU RING — 120 — - — — C DECORATIVE PENDANT LOUIS POULSEN - ORP—MAX — ALUMINUM SUSPENDED 120 — — — - D COVE LIGHTING TBD COVE 120 — — — — F RECESSED INDIRECT FLUORESCENT FOCAL POINT LIGHTING FIXTURE WITH ELECTRONIC BALLAST LUNA FLU 24D RECESSED 277 — T8 32 — G DECORATIVE PENDANT LOUIS POULSEN - ORP — ORBITER PENDANT 120 — — — - WALL MOUNTED UTILITY TBD H LIGHT FIXTURE — WALL 120 1 A19 100 — J INCANDESCENT DOWNLIGHT TBD RECESSED 120 1 A19 100 — COMPACT FLUURESCENT DOWNLIGHT TBD K RECESSED 277 1 CF — — S VANITY FIXTURE SHAPER 600 SERIES WALL 120 2 T5 14 — T RECESSED PERIMETER FIXTURE LITHONIA RP-1—T8—SE-277—GEB—SBL CEILING 277 1 T8 32 — U UNDERCOUNTER FIXTURE TBD CEILING 277 1 T8 32 — X EXIT SIGN BUILDING STANDARD CEILING — — — — — APPROVED MANUFACTURERS FOR LIGHT FIXTURE BALLASTS: SYLVANIA, MAGNETEK TRIAD, OR MOTOROLA. APPROVED MANUFACTURERS FOR LAMPS: SYLVANIA, GENERAL ELECTRIC OR PHILIPS. GENERAL LIGHTING NOTES 1. PULL UNSWITCHED HOT CONDUCTOR FROM LOCAL LIGHTING CIRCUIT TO EMERGENCY EGRESS LIGHTS AND EXIT SIGNS, RUN 2#12 1#12 CND — 3/4" C. 2. THE EMERGENCY EGRESS LIGHTING SYSTEM SHALL BE IN FULL COMPLIANCE WITH NFPA 101 ARTICLE 7.9.2.2. 3, VERIFY FUNCTIONALITY OF EXISTING LIGHT FIXTURES WITHIN SCOPE OF WORK. REPAIR, RELAMP OR REPLACE ANY LIGHT FIXTURES NOT OPERATING PROPERLY. 4. SWITCHES SHALL BE GANGED WHEN THEY APPEAR ADJACENT TO ONE ANOTHER ON PLANS WHEREVER PRACTICABLE. PROVIDE MULTI —GANG JUNCTION BOX AND COVER PLATE AS REQUIRED. 5. DASHED ARCS INDICATE CONTINUATION OF BRANCH CIRCUIT BUT NOT SWITCH CONTROL, 6. DASHED FIXTURES ARE EXISTING TO REMAIN. BOLD FIXTURES ARE NEW OR RELOCATED. LIGHTING PLAN NOTES O1 FEED FIXTURES FROM EXISTING, LOCAL 277V LIGHTING CIRCUIT. FIELD VERIFY EXACT CIRCUIT NUMBER. RUN 2#12 1#12 GND — 3/4" C. DO NOT EXCEED 4000W PER 1P/20A CIRCUIT. O2 CONVERT EXISTING FIXTURE TO 24 HOUR NIGHTLIGHT AND EMERGENCY EGRESS LIGHT. CONNECT AHEAD OF SWITCH CONTROL, AND PROVIDE EMERGENCY BALLAST AND 1400 LUMEN BATTERY BACK—UP. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 E8 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mail to: pel®peifla.com Copyright — All ideas, designs, methods and pluns indicated or represented by this drawing are owned by and the property of Peninsulu Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. L� David A. Burger, PE, FL Reg, No. 47146 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. __ ___ 1. ... 0 ._._.._ . �.. 0 f'. CID l ..._, 0 LL 0 r-_ — .. .`.. • DRAWN MAT WEE Q (1J (1J cry f] v ti G 67 N Ln Q O N Lr) r� Lr) J Cj i v Z y E U 0 0 w n RENOVATION POWER PLAN SCALE: 1/8"=1'-0" GENERAL FIRE ALARM NOTES 1. THIS IS PERFORMANCE SET OF PLANS AND SPECIFICATIONS. UNIT LOCATIONS AND AUDIBLE/VISUAL RATINGS ARE SHOWN FOR REFERENCE ONLY. ALTHOUGH DEVICES ARE LAYED OUT TO MEET NFPA 101 AND NFPA 72, EACH VENDOR'S EQUIPMENT IS UNIQUE AND MAY REQUIRE ADDITIONAL AND STROBES AND HORNS TO FULLY COMPLY WITH CODES. FAILURE TO ALLOW FOR THIS AT BID TIME WILL BE DEEMED AS A FAILURE BY THE CONTRACTOR TO MEET THE SPIRIT AND INTENT OF THE CODES, PLANS AND SPECIFICATIONS AND NO ADDITIONAL COMPENSATION WILL BE PAID TO COMPLETE THE PROJECT. 2. FIRE ALARM CONTRACTOR WITH THE HELP OF THE DIVISION 16 CONTRACTOR SHALL LAY OUT THE REQUIRED CONDUIT RUNS. 3. THE WORK COVERED INCLUDES FURNISHING OF LABOR, EQUIPMENT, MATERIALS AND PERFORMANCE OF OPERATIONS IN CONNECTION WITH THE INSTALLATION OF THE FIRE ALARM SYSTEM AS HEREIN SPECIFIED. 4. STROBES SHALL BE SYNCHRONIZED AND PROVIDED IN QUANTITIES AND CANDELA RATINGS TO COMPLY WITH APPLICABLE NFPA 72 TABLES. 5. COORDINATE BLOCKOUTS IN CONCRETE WALLS AS NECESSARY IN AREAS WHERE EXPOSED CONDUIT AND BOXES ARE NOT ACCEPTABLE FOR DOUBLE DEEP BOXES. 6. DURING THE BID PROCESS THE CONTRACTOR MUST GIVE CONSIDERATION TO CEILING HEIGHTS, ROOM SIZES, CORRIDOR WIDTHS, ETC., THAT HAVE AN AFFECT ON SELECTING CANDELA RATINGS ON STROBES AND THE TAP SETTING ON SPEAKERS. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR FAILING TO PROVIDE ENOUGH POWER SUPPLIES, AMPLIFIERS AND CIRCUITS TO PROVIDE PROPER AUDIBILITY AND VISUAL NOTIFICATIONS, 7. SPEAKER/STROBE TO MEET db AND CANDELA AS PER ADA AND NFPA-72 REQUIREMENTS. UNLESS OTHERWISE NOTED, DEVICES SHALL BE NO LESS THAN 75 CANDELA AND 82 DECIBEL. 8. THE DIVISION 16 CONTRACTOR SHALL BID FIRE ALARM PACKAGE TO EXISTING FIRE ALARM MANUFACTURER. 9. CONNECT NEW FIRE ALARM DEVICES TO EXISTING FIRE ALARM SYSTEM. WIRE PER MANUFACTURER'S SPECIFICATIONS IN 3/4" CONDUIT. PROVIDE NEW POWER MODULES IF REQUIRED TO POWER NEW UNITS. GENERAL POWER NOTES 1. INDICATED CIRCUIT NUMBERS ARE SUGGESTED FROM EXISTING SPARE BREAKERS AND SPACES IN EXISTING PANELS, CONTRACTOR MAY USE DIFFERENT CIRCUIT NUMBERS TO MATCH FIELD CONDITIONS. 2. ELECTRICAL OUTLETS SHALL BE GANGED WHEN THEY APPEAR ADJACENT TO ONE ANOTHER ON PLANS WHEREVER PRACTICABLE. PROVIDE MULTI —GANG JUNCTION BOX AND COVER PLATE AS REQUIRED. 3. DIVISION 16 SHALL COORDINATE WITH INTERIOR DESIGN PACKAGE FOR ALL MILLWORK AND WALL DESIGNS PRIOR TO COMMENCING WORK. 4. PROVIDE TYPED, UPDATED PANEL SCHEDULES UPON COMPLETION OF WORK. 5. HATCHED AREAS ARE EXISTING TO REMAIN. O PROVIDE POWER POLE FOR POWER AND TELE/DATA CONNECTION TO SYSTEM FURNITURE. PROVIDE FINAL POWER CONNECTION TO FURNITURE. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH TENANT FURNISHED EQUIPMENT. RUN 3#12, 1#10 N, 1#10 GND — 3/4" C. O PROVIDE FLUSH MOUNTED FLOOR BOX WITH POWER AND TELE/DATA OUTLETS. COORDINATE EXACT LOCATION WITH FINAL FURNITURE LAYOUT. 3O PROVIDE NEMA L6-30R RECEPTACLE. RUN 2#10, 1#10 GND — 3/4" C. O4 PROVIDE JUNCTION BOX/BASE FEED FOR POWER AND TELE/DATA CONNECTION TO SYSTEM FURNITURE. PROVIDE FINAL CONNECTION TO FURNITURE. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH TENANT FURNISHED EQUIPMENT. RUN 3#12, 1#10 N, 1#10 GND — 3/4" C. 5O BUILDING STANDARD CARD READER. PROVIDE JUNCTION BOX AND 3/4" CONDUIT TO ACCESSIBLE CEILING. COORDINATE WITH CARD READER VENDOR. PROVIDE ALL CONNECTIONS AND ACCESSORIES REQUIRED FOR A FULLY OPERATIONAL SYSTEM. O CONNECT EXHAUST FAN. PROVIDE MOTOR —RATED SWITCH. REFER TO MECHANICAL PLAN FOR SEQUENCE OF OPERATION. RUN 2#12, 1#12 GND — 3/4" C. FEED FROM 12QV RECEPTACLE CIRCUIT. 7O CONNECT PROJECTOR SCREEN AND CONTROL SWITCH. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS, O8 LOWER EXISTING RECEPTACLES TO 18" A.F.F. 9O CONNECT VAV. PROVIDE 30A, 1P, 60OV, N-1, FUSED DISCONNECT SWITCH. FUSE PER MANUFACTURER'S SPECIFICATIONS. RUN 2#10, 1#10 GND — 3/4" C. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3069 VOICE 407.246.1688 FAX 407.246.1664 http://www.peffia.com E—Mail to: pei®pefffa.com Copyright — All Ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specllied project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. David A. Burger, PE, FL Reg. No. 47146 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. i�: IL 0 rr 0 UL .._. 1 .j_ _ _— -D r 0 as C11, i e, v 0 Q) Ln i 0 L0 i (D 0 i Q) z ti LL_ ILI Z) U O 0 w EL Q) v E L' m �ll .N _O Q) rJ O 0- -4- C) 0 cv w Q U 0 -U T-, w v� O J N C) U PANELBOARD SCHEDULE HMB NEW ❑ BOLT -ON ® NORMAL 0 SINGLE PANEL ■ PANELBOARD SCHEDULE LA NEW ❑ BOLT -ON ® NORMAL ® SINGLE PANEL ® PANELBOARD SCHEDULE LA-2 NEW ❑ BOLT -ON N NORMAL ® SINGLE PANEL EXISTING ■ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ EXISTING ® PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ EXISTING M PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 277 480 VOLTS 3 0 4 WIRE 65 kAIC 800 AMPS INDOOR ■ M.C.B. ❑ U.P.S. ❑ SURFACE ■ 120 208 VOLTS 3 0 4 WIRE 10 kAIC 350 AMPS INDOOR ® M.C.B. ® U.P.S. ❑ SURFACE ® 120 208 VOLTS 3 0 4 WIRE 10 kAIC 350 AMPS INDOOR ® M.C.B. ElU.P.S. ❑ SURFACE TYPE: EXISTING LOCATION: ----- NEMA 1 OUTDOOR ElM.L.O. ■ RECESSED 11TYPE: EXISTING LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O, ❑ RECESSED ❑ TYPE: EXISTING LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ® RECESSED ❑ LOAD (AMPS) C.B. _ CKT. CKT. C,B^ LOAD (AMPS) LOAD (AMPS) C.B. w CKT. CKT. - C.B. LOAD (AMPS) LOAD (AMPS) B.LU CKT. CKT. C.B. LOAD (AMPS) IDENTIFICATION AMP N0. N0. AMP IDENTIFICATION IDENTIFICATION AMP N0. N0. AMP IDENTIFICATION IDENTIFICATION AMP o NO. NO, o AMP IDENTIFICATION AO BUS Co o o_ A0 B� CO A� B� CUB a o A� B� CO AO 8O Co a a A� B� CO RTU-4 17 30 ( 3 1 2 3 70 54 RTU-15 RECEPTACLES 9 z 20 1 1 2 1 20 9 RECEPTACLES - OFFICES GFI RECEPTACLE 6 20 1 43 44 1 20 6 4tf�. RECEPTACLES ^3 4 -- -- 54 --- - REFRIGERATOR 8 20 1 3 4 1 20 `d 9 RECEPTACLES - OFFICES GFI RECEPTACLE 6 20 1 45 46 1 20 ¢' 9 �� RECEP rACLES 17 -- - 5 6 - _ __ 54 ---- N ^ r r r S� xk� n RECEPTACLES -OFFICES 8 20 1 5 6 1 20 6 RECEPTACLES -OPEN AREA GFI RECEPTACLE 6 20 1 47 48 1 20 9 RECEPTACLES _ �s a � � gam; , "r r. ' RECEPTACLES RTU-`.i 17 : • �.30 3 I 8 3 70 54 RTU-18 RECEPTACLES -OFFICES 8 � � 20 1 7 8 1 20 8 �.; REFRIGERATOR GFI RECEPTACLE 6 - � 20 1 49 50 1 20 6 COPIER = 8 20 1 9 10 1 2D ''� ,y '6 GFI RECEPTACLE RECEPTACLES - OPEN AREA' 6 20 1 51 52 1 20 --��� SPARE 9 10 54 1=,, a ; �� 'a 7. -- — 1 / - - -- 11 12. -- -- 54 ----- FAX -' 6 20 1 11 12 1 20 8 RECEPTACLES - OFFICES REFRIGERATOR ^ 20 1 53 54 1 20 8 LIGHTING - ENTRY Rl•U--6 _ __._.____�_._____ •,.__ 1 / c 30 3 '13 14. 3 70 54 RTU-19 BASE FEED 6 20 1 13 14 1 20 8 COPIER DISPOSAL 5 " i 20 1 55 56 1 20 5 LIGHTS -- -- y ---- ^. "' .�• 3 r9 RECEPTACLES WATER FEATURE 8 20 1 57 58 1 20 y 8 4 ' LIGHTING - BATHROOMS 15 16 54 ` - BASE FEED 6 20 1 15 16 1 20 ,c � -- 17 -- - - 17 '18 -- -- 54 ----- RECEPTACLES - OFFICES 8 20 1 17 18 1 20` " 9 RECEPTACLES - OFFICES WATER FEATURE' 8 20 1 59 60 1 20 10 LIGHTING - CONFERENCE -R U 1 �YY ----Y - 17 SO 3 19 20 3 70 54 RTU-22 RECEPTACLES ~ 9 20 1 19 20 1 20 6 K" , I . RECEPTACLES -OFFICES SPARE -- 20 1 61 62 1 20 10 :LIGHTING -CONFERENCE } -_ -- 21 22 -- -- 54 ----- RECEPTACLES 9 20 1 21 22 1 20 r Y "A 0.> SPARE __ 17 .__.. � , 6 4, RECEPTACLES -OFFICES r Ar�E � 20 1 63 64 1 1 20 .z s 6 i �} LIGHTING -OPEN AREA 17 -- 23 24 -- -- 54 ---- RECEPTACLES x 8 20 1 23 24 6 FAX SPARE -- 20 1 65 66 1 30 SPARE R1U_8 - 2.5 40 3 � 25 26 3 40 -- ;N; SPARE PRINTER 6 20 1 25 26 1 20 8 � �� COPIER RECEPTACLES 8 20 1 67 68 1 20 5 n � �v RECEPTACLES 27 28 -- -- -- � ----- POWER POLE = 6 20 1 27 28 1 20 �: 6 POWER POLE RECEPTACLES � 6 20 1 69 70 1 20 , � �y �. - � SPAR_ 25� -- 29 30 -- - - - POWER POLE 6 20 1 29 30 1 20 .r' 6 POWER POLE EWC 10 20 1 71 72 2 30 -- SPARE il.}U-9 9 �. 20 3 3"I 32 3 40 ,PARE BASE FEED 6 20 1 31 32 1 20 6 1 RECEPTACLES RECEPTACLES 9 20 1 73 74 -- -- -- wl' ----- - -- - 9 -- -- 33 34 -- -- -- ----- RECEPTACLES -CONFERENCE - 8= 20 1 33 34 1 20 5 RECEPTACLES E4°!C 5 20 1 75 76 1 20 6 LIGHTING - CORRIDOR g __ �__ 35 36 _-- _._ ,;. _-- _____ RECEPTACLES - OFFICES 8 20 1 35 36 1 20 'n ; w -- SPARE EF--1 7 W 20 1 77 78 1 20 - Lin 12 LIGHTING - CORRIDOR * VV-1.1 7 y h 20 1 37 Sd 3 70 54 FZTU-?.6 SPARE 20 1 37 38 3 30 -- yF`� 5 TVSS EF--2 10 = 20 1 79 80 1 -- -- SPACE �. _ ; �, • a eat .. * VV-1.2 7 20 1 39 40 -- ° `; S4 4 ,�� ----- GFI RECEPTACLE b 6 � 20 1 39 40 -- - � �"� -- 'C� ----- RECEPTACLES� 6 � 20 1 81 82 1 -- �' -- � SPACE * VV-1.3 11 20 1 41 42 -� 54 ----- GFI RECEPTACLE 5a 6 20 1 41 42 -- -- - -- -- Rr CEPTACLES � 9 20 1 83 84 1 - � a�, -- SPAC� * VV-1.4 7 20 1 43 44 1 -- -- SPACE SUBTOTAL AMPS 44 51 50 45 35 11 35 SUBTOTAL AMPS SUBTOTAL AMPS 44 37 48 �� 32 29 39 SUBTOTAL AMPS ,% ::t,ra" M ..a+aa. x; n * VV-1.5 , .�� h . 9 20 1 45 46 1 20 r:.: 9 - h # VV-1.7 * AMPS "A" PHASE: 89 AMPS "A" PHASE: 76 TOTAL AMPS "A" PHASE: 165 MAXIMUM CONNECTION PHASE AMPS: 172 * VV-1.6 } 9 20 1 47 48 1 20 7 VV-1.8 * AMPS B PHASE: 86 AMPS B PHASE: 66 TOTAL AMPS B PHASE: 152 TOTAL CONNECTED kVA: 59 SUBTOTAL AMPS 116 118 712200, r m 270 279 277 SUBTOTAL AMPS AMPS C PHASE: 85 AMPS C' PHASE: 87 TOTAL AMPS C PHASE: 172 NO DEMAND TAKEN TOTAL AMPS "A" PHASE: 386 MAXIMUM CONNECTION PHASE AMPS: 399 NOTES: NOTES: TOTAL AMPS "B" PHASE: 397 TOTAL CONNECTED kVA: 327 SCREENED LOADS ARE EXISTING TO REMAIN. BOLD LOADS ARE NEW. SCREENED LOADS ARE EXISTING TO REMAIN. BOLD LOADS ARE NEW. TOTAL AMPS "C" PHASE: 399 NO DEMAND TAKEN NOTES: * PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE. MATCH PANEL CHARACTERISTICS. SCREENED LOADS ARE EXISTING TO REMAIN. BOLD LOADS ARE NEW. PANELBOARD SCHEDULE LB NEW ❑ BOLT -ON ® NORMAL ® SINGLE PANEL ® PANELBOARD SCHEDULE LB-2 NEW ❑ BOLT -ON ® NORMAL ® SINGLE PANEL EXISTING ® PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ EXISTING ® PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 WIRE 10 kAIC 350 AMPS INDOOR ® M.C.B. ® U.P.S, ❑ SURFACE ® 120 208 VOLTS 3 0 4 WIRE 10 kAIC 350 AMPS INDOOR ® M.C.B. ❑ U.P.S. ❑ SURFACE TYPE: EXISTING LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ❑ RECESSED ❑ TYPE: EXISTING LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ® RECESSED O LOAD (AMPS) C.B. w CKT. CKT. � C.B. LOAD (AMPS) LOAD (AMPS) C.B. w CKT. CKT. � C.B. LOAD (AMPS) IDENTIFICATION AMP N0. N0. o AMP IDENTIFICATION IDENTIFICATION AMP N0. N0. AMP IDENTIFICATION AO BO CO 0 a_ A4 BO CO AO BO CO 0 � AO BO Co RECEPTACLES 8 r t 20 1 1 2 1 20 9 RECEPTACLES COPIER 8 20 1 43 44 1 20 9 RECEPTACLES -TRAINING RECEPTACLES $ 20 1 3 4 1 20 8 RECEPTACLES RECEPTACLES - OPEN AREA 9 V� ` �} 20 1 45 46 1 20 8 AI RECEPTACLES - TRAINING s EWC 5 20 1 5 6 1 20 8 RECEPTACLES RECEPTACLES - SUPPLY 3 20 1 47 48 1 20 1 , 8 RECEPTACLES -TRAINING RECEPTACLES c 8 "2- 20 1 7 8 1 20 8 RECEPTACLE - COMPUTER RECEPTACLES 8 20 1 49 50 1 LO 6j BASE FEED RECEPTACLES ;k 8 4 20 1 9 10 1 20 ;; Y 3 8 RECEPTACLE: - RECEPTACLESCOMPUTER 9 - 20 1 51 52 1 20 4 6 BASE FEED RECEP rACLES it 8 20 1 11 12 1 20{r�;, 8 RECEPTACLE - COMPUTER RECEPTACLES' 9 20 1 53 54 1 20W' 6 BASE FEED +d ��`�.�5�� 'f—.. �I1TY-s�Z RECEPTACLES 8 20 1 13 14 1 20 8 RECEPTACLE - COMPUTER RECEPTACLES 8- 20 1 55 56 1 20 6 : BASE FEED IIMECLOCKs 5 �; 20 1 15 16 1 20 8�� RECEPTACLE -COMPUTER RECEPTACLES 6 20 1 57 58 1 20 6 BASE FEED E'NC 5 20 1 17 18 1 20 i '` a 8 RECEPTACLE - COMPUTER RECEPTACLES R 6 20 1 59 60 1 20 z � 6 BASE FEED COPIER 8 Wiz. 20 1 19 20 1 20 8 �� RECEPTACLE -COMPUTER POWER POLE 6 < Y 20 1 61 62 1 20 6 € xy r BASE FEED COPIER $�x 20 1 21 22 1 20 8 3 RECEPTACLE - COMPUTER POWER POLE m� 6 20 1 63 64 1 20 6 ~, BASE FEED RECEPTACLES -OFFICES 6 20 1 23 24 1 20 5 SECURITY POWER POLE 6 20 1 65 66 1 20 10� LIGHTING - CONFERENCE RECEPTACLES 8 20 1 25 26 1 20 5> FACP POWER POLE 6 20 1 67 68 1 20 10 W. LIGHTING -CONFERENCE -s COPIER 8 20 1 27 28 1 20 ,' 15 . FACP PS POWER POLE 6 20 1 69 70 1 20 ` ~10 .LIGHTING -TRAINING mv: RECEPTACLES - OFFICES 9 20 1 29 30 1 20k �. ..5 TELEPHONE BOARD POWER POLE - Y 6 20 1 71 72 1 20 _r`' 10 LIGHTING -TRAINING y ` a Er $ il GFI RECEPTACLE 6 s 20 1 31 32 1 20 8� a�„ RECEPTACLES - OFFICES POWER POLE 6 20 1 73 74 1 20 3> RECEPTACLES -OFFICES GFI RECEPTACLE IN 6 20 1 33 34 1 20 8 � � RECEPTACLES -OPEN AREA PROJECTOR SCREEN 5 , 20 1 75 76 1 20 � 6 r: 3 RECEPTACLES -CONFERENCE b' - 9 20 1 77 78 1 20 6 FAX FAX 5 20 1 35 36 1 20 8 RECEPTACLES -OPEN AREA RECEPTACLES " TVSS -- 30 3 37 38 1 20 -- r "`, SPARE EF- 3 10 '' .,; 20 1 79 80 1 20 9 ? RECEPTACLES -TRAINING r I?1 ----- - - -- 39 40 1 20 - -- "r� SPARE * UPS 15 �� 30 2 81 82 1 20 6' RECEPTACLES -OFFICES - ,., 41 42 1 20 -- SPARE ----- t 15 -- -- 83 84 1 20 ,w { 6 BASE FEED SUBTOTAL AMPS 46 43 38 `y rn >. ` ii 46 55 42 SUBTOTAL AMPS SUBTOTAL AMPS 52 56 54ffi fi4 49 48 52 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 92 AMPS "A" PHASE: 101 TOTAL AMPS "A" PHASE: 193 MAXIMUM CONNECTION PHASE AMPS: 202 TOTAL AMPS "B" PHASE: 98 AMPS "B" PHASE: 104 TOTAL AMPS "B" PHASE: 202 TOTAL CONNECTED kVA: 70 TOTAL AMPS "C" PHASE: 80 AMPS "C" PHASE: 106 TOTAL AMPS "C" PHASE: 186 NO DEMAND TAKEN NOTES: NOTES: SCREENED LOADS ARE EXISTING TO REMAIN. BOLD LOADS ARE NEW. * PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE. MATCH PANEL CHARACTERISTICS. SCREENED LOADS ARE EXISTING TO REMAIN. BOLD LOADS ARE NEW. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.peifla.com E—Mall to: pei®peifla.com Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideus, designs, arrangements, methods or plans shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. David A. Burger, PE, FL Reg. No. 47146 These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. . _- 00 '. - - --CL 1 - _,- ."� • • c., LL DRAWN REK CHECKED DAB DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET E4 PAGE OF SHEETS is4 SYSIFEM 1 I I MATCHLINE ( I ssI F92MM43 sw rt NMEW=79 I _ I . I . I MATCHLINE V.OazuQ tl£7z"�-�:�3�WAWW�IA �.�.Zs Sroa`t`.+usa zrs� �«�*au�s+3 �,ri.�z,Fa er�'�•.rsrn�29.1ftc.cet x9: :.r:•:a I I r o I I I f f Q i II 0 I I I I I 1EW RACK STORAGE BELOW I I p l I I I I i 0 I I I I II I I I I I I I I 0 I 1 f l 0 i I I I I I 1-1/2' HOSE VALVE W/ 100'H❑SE 1-1/2 I I I I ' HOSE VALVE W/ 100' HOSE-�� I�tm O EXISTING 3` UPERFL❑ MAIN W( O tl - - - - C. C f I I f _ �-����_� TS ❑ IBE � -�- I I 20 GPM / 20 0 SO. FT. PER NF A 13 h h F I S i S T F M L2- I `' '% m (pnnp)�BLF IP., P t D FIGURE I EXISTING 3' SUPERFLO AINS W/ I f--- 12,3.2. •5.1, CLASS I NON -ENCAPSULATED COMMODITIES STORED IN SIrGLE ROW RACKS TO 16 FT. WITH MINIMUM B FT. WELDED 1�' SUPERFLO CjRIDLINES I I I I AISLE REQUIRE A MINIfdUM CEILING FIRE SPRINKLER SYSTEM 1 I I I I NO SYSTEM CHANGES ELOF THIS I DESIGN DENSITY OF 0. C GPM PER SQ.-T. OVER THE SYSTEM ,20 GPM / 1500 SQ. FT. I I I I HYDRAOL ICAL L Y MOST REMOTE 2000 SQ.FT, WITH 500 GPM PER NFPA 13, A,5,3,2, THE FABRICATION OCCUPANCY (I.E. I HELD IN RESERVE FOR HOSE STREAMS, THIS DESIGN 0 METAL WORKING) IS CLASSIFIED S ORDINARY HAZARD GROUP I I CRITERIA SHALL APPLY TO THE STORAGE AREA AND 15 FT. LL II OCCUPANCY. THE FABRICATION JAREA OF THE WAREHOUSE I ` F ,I � -- ,� -- � aualp-- N--ALI-D RUT OAS l (I.E. ALL AREAS THAT ARE NOT UTIL IZED FOR STORAGE AS 0 I I I DESCRIBED IN SYSTEM 43 CRITER'A) SHALL BE PROTECTED I II Iq BY A MINIMUM FIRE SPRINKLER SYSTEM DENSITY OF 0,20 GPM PER SQ,FT, OVER THE HYDRAULICALLY MOST REMOTE 1500 �, o r SQ,FT, WITH 250 GPM HELD IN RE ERVE FOR HOSE STREAMS. I AIM ^,c�1c I I 1 1 1 I I 1 TI�F(OS��1#ST�'�D�> I I I I co cn ch ca c't 3 III. ��I�, SIT MI5, I I� �,I�I� I ��---1= _ _ _ - - ;�,� �• � '�, 'fit '�, ,�, 1 ll1 ll" I 1" 1' � jf1� 1 cul o • '�O , IO 1 IO IO - I� 1 �1O II Is Is.,- Is- 4 z s 39 41 to- I I I 4 4 4 4 4 4 4 ;�� ��� 17 '' _� '' 2' �' �� 717 Big, R OFFICE - - ---- - - -- - - - -- - - p EXITING ELEC. 'f' I ~, 134 ' r• I I I - I - I;, ._.I �1_ J_ IiN C CL - - -r PO T ❑F CONE I I I -1 3' GROOVED 90 14o i� I R I Y- 41x3 RED COUPLING—� fir- - - --I----- - -� r- �"XIST'G OFFICE142 iTFeAI -- C 3` !4 3' I 19 3' I 2t I 23 I 25 27 I ° I I O ° I O L _ Q TYP co( i'ET Q o EX ST'G OFFICE , 4-, T - ---- - - I - I F 1' s I I _ ' - ._ _ &UL' `--�: - sectr, I ..y - >a -se, ,ate W_� _ . .t • _ '. cs.cr, _ ' emu¢„ J, I ,x, -- ---7- 152 151 titi' I OP SINK Stitt I I I O 1! I O O i r° UPPLY r- r 149� �� I f r r----� - - -r I �- - - 13 -- — BREA � �6f fps l �. eta - - - -cXIST'G OFFICE I ''' - I - 1 --- ► I ° I ° I -� I — r I { .^r 8, r aapp33.. W Mai T 9 I I II j I I I — I I I ( I I I I I I I t I O� FesrrFsIgII, . E 173 r - OPEN 0 FiG IA s4-1 153 MN T - i --- I i OMEN ]---IrSPECTORS TEST F-1 _- i jI 7 ! ' — _ rOPEN A EA-� j 160 I I _ I -- -- -r - -- -- ----- --- --- I I I i ! I r- I I I UPRLY -r7-- — i i - --- -- j i - -- - - OFFICE I I ' is _ —7 r�oRt� I , j t62 TE1!EOFFICECOM , I! I l�Z rE _ ! i SUPPLY I I I OV E IS IN SIP co I 1 2 x1-1 2 E TEE - - o — - - -� a I - 66 — ^r - — - - 166 _ --j - -- 17 1-1/2'xll' ❑VTL�T-- 1- C LO. '" %� R ,• M 0 E X I S Pr- o f (]F FI(E I I � I I 18 179 ° T - I P L TT RL OP) - - cu _I II ,7 O -r- _�._ _ 6- y'yIW' _T - } I I 1—F•—r--1 I *MOVE E I IN S -7 _ H5_-T -I 1 tI 6 NFER r _ EREriIiI A_ - - - ,EA O O ° 0 Eh ARE 10-1 - T — - - __ E Rii O r_ - - I- ----0 E a-GFFI� E={ �- -- 1 '� I I I ( I CO Y h AIL ..... ° r i 15 I� Ixs ( I 11 Q. 7 I � -1--- j -- ---- I ----- -- -- I - 5? � _f 17 _I T -- _ i� OF f 57C I I i _- Q ■ MAR ENU _ I r •_21 I I 0 co - r'i-r -i .... Nil I-� - €AI-AF�t= 1 ry COFvbF ❑ E�CiS[NC 1�� Fa0gED190 RE LA E- 0-V -- } - - - -- - - - W _ Ns I L I I i i I I ---r-- ems'.-.w��" .— —._ ,_.. -- -- •- - .. .a- , fie. r— ., -__ ----- �' - - OI_.. ' a x>e �:s•>��x�? - -- ' r• �rl---- P. FFICE I I_ O O EN OFFICE 1q5 _ 12 103 104 _ OFFC_ T -I _ I i H I -J's r -I REMOTE AREA 42� .10 GPM / 1500 SQ. FT. PER NFPA 13, A.5,2, THE OFFICE AREA IS CLASSIFIED AS A LIGHT HAZARD OCCUPANCY, THE ❑FFICE AREA SHALL BE PROTECTED BY A MINIMUM CEILING FIRE SPRINKLE DENSITY OF0.10 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.F r., WITH 100 GPM HELD IN RESERVE FOR HOSE STREAMS, 45'-7'- _ ' 40'-0 - ,ter - - WATER 0 SUPPLY --_;.u-_.�.-.-r•,n.,��>���- �� ABE3ftc JIATIONS - ,-.. FLOW TEST FIRE PUMP - = CENTERLINE SIZE DATE OF TEST: 9/12/05 RATED CAPACITY: = ELEVATION V-1-1/4" TIME OF TEST: 10:00AM ____ RATED PRESSURE: TOS = TOP OF STEEL 1-1/2""-4" STATIC PRESSURE: 63 PUMP TYPE: G = GROOVED PIPE END RESIDUAL PRESSURE: 50 WELL PUMP T = THREADED PIPE END GALLONS FLOWING: 1209 GPM AVAILABLE: F = FLANGED PIPE END ALL TESTED BY: WFS PSI AVAILABLE: C-C = CENTER TO CENT R MATERIALS _ DESIGN CRITERIA LOCATION TYPE SYSTEM NO. 1 _ BRANCH LINES SCH. 40 HAZARD LIGHT - RISER & MAINS SUPERFLC SPACING 400 K FACTOR 14.0 INSIDE HOSE GRV. COUPS. & FITTINGS FIRELOCK OUTSIDE HOSE 100 -- RACK GPM 0'-0 OD HYDRAULICALLY DESIGNED SYSTEM LOCATION PEN AREA 18 NO. OF SPRINKLERS 5 DENSITY .10 DESIGN AREA 15W GPM DISCHARGE 499.96 RESIDUAL PSI AT 55.15 CITY CONNECTION III 4 ul TYPES OF SPRINKLERS SYMBOL QUANTITY K-FACTOF THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. 0 10 14.0 3/4" 155 TYCO EC 14 SSP CHR REC i 37 5.6 1/2, 155 TYCO TY-FRB SSP CHR REC 6.0 3/4 286 EXIST. VIKING M SSU BR 14.0 W4" 155 EXIST. CENTRAL EL O-L H SSP CHR 41 HEADS THIS SHEET OF F1 WIGINTON FIRE FIRE PROTEc,nON PLAN KEY PL7 - - sral__ t/a' 40'-0' ■ u NORTH c st ME H. 1117 5'-7 R JH OEM 57 65 LAW. SITE PLAN NTS N 'TH EXISTING SUPERFLO MAINS W/ WELDED 1�' SUPERFLO GRIDLINES THROUGHOUT FACILITY, --SYSTEM 43 4' RISER LOCATION --SYSTEM 42 4' RISER LOCATION REPLACE EXISTING 3' MAIN WITH 4' MAIN FROM TOP OF RISER TO P,O,G SHOWN, --SYSTEM 41 4' RISER LOCATION FEEDS OFFICE AREA 1 x1 /2 REDUCING EXISTING SYSTEM ABOVE EXISTING 1" OUTLET 1 xCLOSE NIPPLE CEILING RELOCATION DETAIL N. T.5 NOTE: ARMOVERS OVER 2'-0" REQUIRE A HANGER. LEGEND O NEW PENDENT SPRINKLERS EXISTING UPRIGHT SPRINKLER Ff �" NKL,ER PENDENTFSPRI (;;a; CHANGE OIJT EXISTING SSP WITH NEW SSP EXISTING MAIN PIPING NEW PIPING --' - NEW 1-1/2"x1" MECH. TEE DESIGN NOTES 1. FIRE SPRINKLER SYSTEM IN OFFICE AREA DESIGNED PER NFPA ##13-2002 FOR A LIGHT HAZARD OCCUPAN ' WITH A MAXIMUM SPRINKLER SPACING OF 400 SQ.FT. 2. FIRE SPRINKLER SYSTEMS IN WAREHOUSE DESIGNED PER NFPA 413-2002 FOR A ORDINARY GRP. II HAZAF E OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING O 130 5Q.FT. 3. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH NFPA AND LOCAL CODES AND REGULATIONS. 4. ALL NEW PIPE 1 "-1 1 '�4" 10 BE BLACK SCHEDULE 40 ALL NEW PIPE 1--1/2-4" TO BE BLACK SCHEDULE 7 DYNA FLOW. . A 5 T LL CU LENGTHS TO BE 1• r�PAIN AT .IT DE E ED JOBSITE E AND ,PIPE f0 BE FIT IN THE FIELD. 6. THERE ARE 31 SPRINKLERS BEING RELOCATED, 47 SPRINKLERS BEING ADDED OR CHANGED. 7. SEE LEGEND FOR SPRINKLER AND PIPE DESRIPTION. 8, INSPECTORS TEST AND FDC ARE EXI5 G. 9. CENTERING HEADS IN CEILING TILE IS REQUIRED WHEN RELOCATING OR ADDING HEADS. - YI MGM 'TOR RIMM, INITIALS DATE STATUS SUBMITTAL FAD & INSTALL AS -GUILTS OVERHEAD OFFICE PIPING PLAN N0. DATE REVISION DESCRIPTION BY , o .�•,�•=:=.�•�,=•.-�.°>, i g i n t o n FIRE PROTECTION ENGINEERINGDRAWN Florida Certification of Authorization # 7977 _ ® Orlando, Florida Ej To a, Florida We3t Palm Beach, Florida (407) 831-3414 ($13� 623-2333 (561) 682-1331 El Jacksonville, Florida Miami, Florida Melbourne, Florida (904) 262-6107 (305) 888-2402 (321) 722-5585 ❑ Ft. Myers, Florida Daytona, Florida (239) 278-5955 (3a6} 257-430o _ ..-..�._ .�:�,.,,,s -.„. w.�������.,-�:� ,:r, .��,.A. _ WI INTON FIRESYSTEMS 699 AERO LANE SANFORD, FLORIDA BY: MS - DATE: 10/13/C5 _ SPRKS. ON JOB: 76 SCALE: 1/8" = 1'-0 APPROVALS: CITY OF SANFORD - CUSTOMER NAME: WIGINTON FIRE CORPORATION 0 10/18/C6 ISSUE FOR APPROVAL _ MS - CONTRACT N0. 2070289-[ SHEET NO. FP-1 OF - 'r, W30-w42d69 Vu 2M?/1tZW2 SYSTEM : Q I 41 INSPECTORS TEST I I I I I i I I I I I i I I I I I I i I I I I I I I I i I I I I I I I I I I I I IS 3' 20 �22 24 01 a8O I 32 34 I I O 38 1 40 3' 3' i YP i P 1 PpI rl' I�, � r ;kI� ;�I� I� Iall ~ ID ICU I ICu I�' IN I"' IN IN IN IN p 1 1 ( - F-sl ° I I of Q92-sp -- l 8 I O 1 I� ,2 t I I ► -\ I I � rl 11 1 i 21 /--100'HOSE H SE VALVE W/ O 6Z F2 I �� SYSTEM'LINS 2 EXISTING 3' SUPERFLO W/ WELDED 1�' SUPERFLO GRIDLINE S NO COMODITY CHANGES �ELOW THIS SYSTEM .20 GPM / 1500 SO, FT. PER NFPA 13, A.5,3.2, THE FABRICATION OCCUPANCY (I.E. METAL WORKING) IS CLASSIFIED S ORDINARY HAZARD GROUP II OCCUPANCY. THE FABRICATIONJAREA OF THE WAREHOUSE (I.E. ALL AREAS THAT ARE NOT U' tLIZED FOR STORAGE AS DESCRIBED IN SYSTEM 43 CRITERO) SHALL BE PROTECTED BY A MINIMUM FIRE SPRINKLER S ISTEM DENSITY OF 0.20 GPM PER SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 I� SQ.FT. WITH 250 GPM HELD IN RESERVE FOR HOSE STREAMS. 1-1/2' FIUSE� \ 0' H e F \~ TOP BEAM CL AMP7 STRUCTURAL — FRAMING ALL -THREAD ROD — HANGER RING IBC STEEL. AND/OR CPVC PIPING UP TO 8" DIA. — PIF St >✓ _ A B 1" 3'-0" MAX. 12'-0" MAX. 4'-0" MAX. --- 12'-C"AMAX. -- 1 1/2"-8" 5'-0" MAX. 15'-0"' MAX. — A B,v —_ — STEEL PIPE- _ HANGER SEE DETAIL MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES ( `S HANGER LOCATIONS NOT SHOWN — ALL PIPING SUPPORT TO CONFORM TO NFPA #13, 1996 EDITION I ,f i I ' I LEGEND EXISTING UPRIGHT SPRINKLER — -- EXISTING MAIN PIPING NEW PIPING ,n EXISTING 3' SUPERFLO MAINS W/ -�--_� L I'� I I I DESIC-M NOTES WELDED W SUPERFLO GRIDLINES f¢ I 1� IE�,J SYSTEM r�� I r _. ( 1 ¢ M REQUIREMENTS TO 8E 1. FIRE SPRINKLER SYS F�MS IN WAREHOUSE DESIGNED ,11 IZo GPM / 2000 SQ. r T. PER NFPA 13 PER NFPA #13-2002 FOR A ORDINARY GRP. 11 HAZAF D (� Iw PER NFPA 13 <2002), TABLE 12.3,2.1.3(A) AND FIGURE OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING O 0 12-3.2-1.5.1, CLASS I NON -ENCAPSULATED COMMODITIES STORED I 130 SQ.FT. IN SINGL ROW RACKS TO 16 r T. WITH MINIMUM 8 FT, 2. ALL WORK AND MATERIALS TO BE IN ACCORDANCE AISLES R QUIRE A MINIMUM CEILING FIRE SPRINKLER SYSTEM E I I 1 I — DESIGN DENSITY OF 0.?oGPM PER SQ.FT. OVER THE I WITH NFPA AND LOCAL CODES AND REGULATIONS. • I�' — m uYDRAIJLI�ALLY MO-,LRC9O1F-200-SQ.FT Wf-IH�ID_r,PM _ 3. ALL NEW PIPE 1 "-1 1 /4" TO BE BLACK SCHEDULE 40 p ; -, ,_F (— 1 HELD IN ESERVE FOR HOSE STREAMS. THIS DESIGN — ALL NEW PIPE 1-1 /2"-4" TO BE BLACK SCHEDULE 7 (�, I ��, CRITERIA SHALL APPLY TO THE STORAGE AREA AND 15 FT. DYNA FLOW. 1 1 BEYOND IN ALL DIRECTIONS. 4 ALL CUT LENGTHS TO BE DETERMINP-n AT .inFz�lTl o I I I I I I 1 1 II i I I II I I I I I I I I I- ° I I I I II I I I I I lITN FIRE I r FIRE PROTECTION LAN rIo o c rr'� I I SCALE 1/8" = 1'-0" N�t�� I I �rlq ° MATCHLINE�» r._ —� — — — — �� � :« 1 , - _� WATER SUPPLY ABBREVIATIONS _._..._ MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS FLOW TEST FIRE PUMP =CENTERLINE SIZE LOCATION TYPE SYSTEM N0. 2 3 LOCATION WAREHOUSE WAREHOUSE SYMBOL. QUANTITY K-FACTOF THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. DATE OF TEST: 9/12/05 RATED CAPACITY: I = ELEVATION 1" - 1 1/4" BRANCH LINES SCH. 40 HAZARD ORD. GRP. II ORD. GRP. II NO. OF SPRINKLERS 13 18 8.0 3/4" 286 EXIST. VIKING M SSU 8R TIME OF TEST: 10:o0AM RATED PRESSURE: TOS = TOP OF STEEL 1-1/2 °-4" RISER & MAINS SUPERFLC SPACING 130 130 DENSITY .20 .20 STATIC PRESSURE: 63 PUMP TYPE: G = GROOVED PIPE END - K FACTOR 8.0 8.0 DESIGN AREA 15W 2000 RESIDUAL PRESSURE: 50 -- WELL PUMP T = 'THREADED PIPE END INSIDE HOSE 100 100 GPM DISCHARGE 592.04 911.50 GALLONS FLOWING: 1209 GPM AVAILABLE: F = FLANGED PIPE END ALL GRV. COUPS. &FITTINGS FIRELOCK OUTSIDE HOSE 150 400 RESIDUAL PSI Al57.61 52.43 I. y TESTED BY: WFS PSI AVAILABLE: C-C = CENTER TO CENT R RACK GPM CITY CONNECTION. HEADS THIS SHEET I l" l� I I I KEY PLAN N0. DATE ^~ REVISION DESCRIPTION AND PIPE TO BE FIT IN TH , IELD ' 5. THERE ARE 31 SPRINKLE B - G RELOCATED, 47 SPRINKLERS BEING DD�U OR CHANGED. 6. SEE LEGEND FOR SPRI KLF AND PIPE DESRtPTION. 7. INSPECTORS TEST AND FD% ARE EXISTING 8. CENTERING HEADS fN C`El'I 1= L:E,,IS cC?�IE2ED WHEN 0 RELOCATING OR A' IN FADS. l� oil i .r. _INITIALS DATE STATUS 1 ?71� SUBMITTAL _V 1- —�_ FAB & INSTALL AS -GUILTS — s 04 ' MATCHLINE OVER Ej D WAREHOUSE PIPING PLAN BY oi g 0 UN-fOINTON FIRE 3 i n o n 699 AFRO LANE FIRE PROTECTION SANFORD, FLORIDA ENGINEERING Florida Certification of Au*horiza6on # 7977 DRAWN BY: MS DATE: 10/13/05 _ 0 Orlando, Florida Tam a, Florida ❑ West Palm Beach, Florida — $GALE' 1/8" = 1'-0" (407) 831-3414 (813 623-2333 SPRKS. ON JOB: Al«, (561) 682-1331 ❑ Jacksonville, Florida ❑ Miami, Florida ❑Melbourne, Flcrlda APPROVALS: CITY OF SA FORD (904) 262-6107 (305) 888-2402 (321) 722-5385 CUSTOMER NAME: WId, 0 10/18/05 ISSUE FOR APPROVAL MS ❑ Ft. Myers, Florida ❑ Doytana, Florida CONTRACT NO. 2070289 (239) 278-595-5 (386) 257-4300 FP-2— OF 2- ( `S HANGER LOCATIONS NOT SHOWN — ALL PIPING SUPPORT TO CONFORM TO NFPA #13, 1996 EDITION I ,f i I ' I LEGEND EXISTING UPRIGHT SPRINKLER — -- EXISTING MAIN PIPING NEW PIPING ,n EXISTING 3' SUPERFLO MAINS W/ -�--_� L I'� I I I DESIC-M NOTES WELDED W SUPERFLO GRIDLINES f¢ I 1� IE�,J SYSTEM r�� I r _. ( 1 ¢ M REQUIREMENTS TO 8E 1. FIRE SPRINKLER SYS F�MS IN WAREHOUSE DESIGNED ,11 IZo GPM / 2000 SQ. r T. PER NFPA 13 PER NFPA #13-2002 FOR A ORDINARY GRP. 11 HAZAF D (� Iw PER NFPA 13 <2002), TABLE 12.3,2.1.3(A) AND FIGURE OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING O 0 12-3.2-1.5.1, CLASS I NON -ENCAPSULATED COMMODITIES STORED I 130 SQ.FT. IN SINGL ROW RACKS TO 16 r T. WITH MINIMUM 8 FT, 2. ALL WORK AND MATERIALS TO BE IN ACCORDANCE AISLES R QUIRE A MINIMUM CEILING FIRE SPRINKLER SYSTEM E I I 1 I — DESIGN DENSITY OF 0.?oGPM PER SQ.FT. OVER THE I WITH NFPA AND LOCAL CODES AND REGULATIONS. • I�' — m uYDRAIJLI�ALLY MO-,LRC9O1F-200-SQ.FT Wf-IH�ID_r,PM _ 3. ALL NEW PIPE 1 "-1 1 /4" TO BE BLACK SCHEDULE 40 p ; -, ,_F (— 1 HELD IN ESERVE FOR HOSE STREAMS. THIS DESIGN — ALL NEW PIPE 1-1 /2"-4" TO BE BLACK SCHEDULE 7 (�, I ��, CRITERIA SHALL APPLY TO THE STORAGE AREA AND 15 FT. DYNA FLOW. 1 1 BEYOND IN ALL DIRECTIONS. 4 ALL CUT LENGTHS TO BE DETERMINP-n AT .inFz�lTl o I I I I I I 1 1 II i I I II I I I I I I I I I- ° I I I I II I I I I I lITN FIRE I r FIRE PROTECTION LAN rIo o c rr'� I I SCALE 1/8" = 1'-0" N�t�� I I �rlq ° MATCHLINE�» r._ —� — — — — �� � :« 1 , - _� WATER SUPPLY ABBREVIATIONS _._..._ MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS FLOW TEST FIRE PUMP =CENTERLINE SIZE LOCATION TYPE SYSTEM N0. 2 3 LOCATION WAREHOUSE WAREHOUSE SYMBOL. QUANTITY K-FACTOF THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. DATE OF TEST: 9/12/05 RATED CAPACITY: I = ELEVATION 1" - 1 1/4" BRANCH LINES SCH. 40 HAZARD ORD. GRP. II ORD. GRP. II NO. OF SPRINKLERS 13 18 8.0 3/4" 286 EXIST. VIKING M SSU 8R TIME OF TEST: 10:o0AM RATED PRESSURE: TOS = TOP OF STEEL 1-1/2 °-4" RISER & MAINS SUPERFLC SPACING 130 130 DENSITY .20 .20 STATIC PRESSURE: 63 PUMP TYPE: G = GROOVED PIPE END - K FACTOR 8.0 8.0 DESIGN AREA 15W 2000 RESIDUAL PRESSURE: 50 -- WELL PUMP T = 'THREADED PIPE END INSIDE HOSE 100 100 GPM DISCHARGE 592.04 911.50 GALLONS FLOWING: 1209 GPM AVAILABLE: F = FLANGED PIPE END ALL GRV. COUPS. &FITTINGS FIRELOCK OUTSIDE HOSE 150 400 RESIDUAL PSI Al57.61 52.43 I. y TESTED BY: WFS PSI AVAILABLE: C-C = CENTER TO CENT R RACK GPM CITY CONNECTION. HEADS THIS SHEET I l" l� I I I KEY PLAN N0. DATE ^~ REVISION DESCRIPTION AND PIPE TO BE FIT IN TH , IELD ' 5. THERE ARE 31 SPRINKLE B - G RELOCATED, 47 SPRINKLERS BEING DD�U OR CHANGED. 6. SEE LEGEND FOR SPRI KLF AND PIPE DESRtPTION. 7. INSPECTORS TEST AND FD% ARE EXISTING 8. CENTERING HEADS fN C`El'I 1= L:E,,IS cC?�IE2ED WHEN 0 RELOCATING OR A' IN FADS. l� oil i .r. _INITIALS DATE STATUS 1 ?71� SUBMITTAL _V 1- —�_ FAB & INSTALL AS -GUILTS — s 04 ' MATCHLINE OVER Ej D WAREHOUSE PIPING PLAN BY oi g 0 UN-fOINTON FIRE 3 i n o n 699 AFRO LANE FIRE PROTECTION SANFORD, FLORIDA ENGINEERING Florida Certification of Au*horiza6on # 7977 DRAWN BY: MS DATE: 10/13/05 _ 0 Orlando, Florida Tam a, Florida ❑ West Palm Beach, Florida — $GALE' 1/8" = 1'-0" (407) 831-3414 (813 623-2333 SPRKS. ON JOB: Al«, (561) 682-1331 ❑ Jacksonville, Florida ❑ Miami, Florida ❑Melbourne, Flcrlda APPROVALS: CITY OF SA FORD (904) 262-6107 (305) 888-2402 (321) 722-5385 CUSTOMER NAME: WId, 0 10/18/05 ISSUE FOR APPROVAL MS ❑ Ft. Myers, Florida ❑ Doytana, Florida CONTRACT NO. 2070289 (239) 278-595-5 (386) 257-4300 FP-2— OF 2- I l" l� I I I KEY PLAN N0. DATE ^~ REVISION DESCRIPTION AND PIPE TO BE FIT IN TH , IELD ' 5. THERE ARE 31 SPRINKLE B - G RELOCATED, 47 SPRINKLERS BEING DD�U OR CHANGED. 6. SEE LEGEND FOR SPRI KLF AND PIPE DESRtPTION. 7. INSPECTORS TEST AND FD% ARE EXISTING 8. CENTERING HEADS fN C`El'I 1= L:E,,IS cC?�IE2ED WHEN 0 RELOCATING OR A' IN FADS. l� oil i .r. _INITIALS DATE STATUS 1 ?71� SUBMITTAL _V 1- —�_ FAB & INSTALL AS -GUILTS — s 04 ' MATCHLINE OVER Ej D WAREHOUSE PIPING PLAN BY oi g 0 UN-fOINTON FIRE 3 i n o n 699 AFRO LANE FIRE PROTECTION SANFORD, FLORIDA ENGINEERING Florida Certification of Au*horiza6on # 7977 DRAWN BY: MS DATE: 10/13/05 _ 0 Orlando, Florida Tam a, Florida ❑ West Palm Beach, Florida — $GALE' 1/8" = 1'-0" (407) 831-3414 (813 623-2333 SPRKS. ON JOB: Al«, (561) 682-1331 ❑ Jacksonville, Florida ❑ Miami, Florida ❑Melbourne, Flcrlda APPROVALS: CITY OF SA FORD (904) 262-6107 (305) 888-2402 (321) 722-5385 CUSTOMER NAME: WId, 0 10/18/05 ISSUE FOR APPROVAL MS ❑ Ft. Myers, Florida ❑ Doytana, Florida CONTRACT NO. 2070289 (239) 278-595-5 (386) 257-4300 FP-2— OF 2- fw L, 699 Aero Lane -xnV-acare Permit nutniber.- 06m759 06-760 16-761