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HomeMy WebLinkAbout699 Aero Ln 06-759 sprinklers (rev)I�E;VISION' PEWMIT # o ^ 759 DATE _ PROJECT ADDRESS 65 �J I -AA CONTRACTOR � Y — H 0 `oOyn'o PHONE # ` -O? - �I � r 30 8D r `tA FAX It DESCRIPTION OF REVISION NI Vm6-1n� UTILITY DEPT 1� FIRE PREVENTION PLANNING B UILDING RECEIVED FEB 2 R 2006 a -a$" -off go-� , �Lm - 0,/ 39 ARCHITECT III CE" A EL NOEL L, A IA 465 NE 10TH TERRACE BOCA RATON, FL 33432 954.609-0679 * FAX 954.492-5366 DRAWING SYMBOLS N 1 1 A ELEVATION TAG 125 ROOM NUMBER TAG 1 SECTION TAG FIRE EXTINGUISHER I DETAIL TAG NORTH ARROW .F OF BEAM ELEVATION [] WALL TAG 1 ) DOOR TAG OA WINDOW rAG KEY NOTE TAG �1 REVISION TAG INTERIOR OFFICE RENOVATION �FIPE SPRINKLERS�� 699 AFRO LANE SANFORD, FLORIDA 32771, CONSULTING ENGINEERS PENINSULA ENGINEERING, INC. 2016 Alden Rd. Orlando, Florida 32803 407-246-1688 LOCATION MAP i S.R.46 Fri S 71 Y rn O Z rn • i 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 1994 TYPE IV UNPROTECTED SP'.INKLERED 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 (5% 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 FIXTUR'-S: 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 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 AWA����m WIGINT(0N CORPORATION 255 Primero 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 r. PARKING CONTRACTOR "N TOTAL OFFICE TYPE SPACES(BUSINESS ARE FACTORY ACCESSORY): 24,193 SF/4 SPACES PE? 1,000 GFA = 97 SPACES REQUIRED 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 REQIJ;RED TOTAL SPACES REQUIRED: 223 INCLUDING 7 HANDICAP SPACES TOTAL EXISTING PARKING: 212 INCLUDING 8 HANDICAP SPACES PLUS ADDITIONAL ALONG UNUSED DOORS ACTUAL N0. OF EMLPOYEES - MAX. 150 BLOCK 29 EXISTING RETENTION POND ADD-f PARI< UNU`. IF RI EXISTING ACCESSIBLE RAMP FIRE �YDRANT`�- 0 Ir X �TI�1G h1 I I I I Ora J /,�•, c> �' �-En E�Cf � .f N� METER BACK FLOW PRE:VENTER - -- .EXLSTIl�G LIGHT' POLE �Il.! I i _ I I 1 I I I � 1 PHONE# RISER WAl ER / VAL VE EXISTING CAT H­ BASIN j \ POWER POLE STO M,I EXITING , " \MA HOLE SAN TARY- EXISTING MANHOL :ETENTION POND II _ I I EOFFREY I I ESIGN GROUP, INC. SPACE PLANNING ■ ■ a ■ IN ■ ■ m A INTERIOR DESIGN JG4G Spring Oak Drive tU5t15, ffbrlda J2 73G TEL. 954-G09-OG82 FAX: 352-357- 1 907 State of FIorIJa Lic.: 15 000 1 230 O Li Lw co J z H WOO - _ Cc WLit-, CF) < - Cy) 0 (y) I®L_ coo LL C!) _1 SHEET TITLE 'JAtEk COVER 1EET ✓nt v[ �Ul I I } I -- ------ I ail ^V-------- III M NVIOLE _ ;EXIS LNG(SANITI - �E PHO- RISE._ WATEF� ' VA�V DATE 10-21 —05 as REVS/ } DESCRIPTION I FOR PERMIT ��N {��v ���o ►J i. f=1LE: 2038.00 'DRAWN BY: t�A 1 INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFRLY DESIGN GROUP, INC. ID 0000 253 4iAfE OF FLORIDA 10 0001230 ARCHfI$01 OF RECORD MICHAEL S. NOELL, AIA M 13%et I PROJECT # ;t IEET ;4 2038.00 A-11.0 —' ° EXISTING !SHOP /WAREHOUSE AR.'10 / / / / TO' REMAI 7A, IS/ NO WORK S/HA L OGGUR JN T/H (WARE 0USE /AREA AS/PART OF TH'I S/P E/R M'IT D/A,SHEDAINE -INDICATES EXISTING TILT -UP ,CONCRETE WALL / r o /! j /1 HOUR .SEPARATION .PAE ITI N EXISTING P,ARTIT 0y ' Z/ I MODIFIED TO 1 HOUR 7RATED PARTITION NEW 1 IOUR RATED / �PARTITION SEPARATES USINE`' FROM FA TORY NEW 4410 3F OF Jyj ACCESSORY OFFICE/AREA / /XISTINGTO�REMAIN _ '0 FAOTORYNO SEPARATION i ° REQUIRED. / � � /250/SF ACCESSARY T�FACTORY AREA \_1 783 SF OF A CESSORY ('3EOFFREY / ESIGN /GROUP, INC. / SPACE PLANNING / m m® 0 m 9 0® IN INTERIOR DESIGN 9G50 Sprinc� Oak Drive EU5tl5, fl0rlda 3273G TEL: 954-609-0682 SAX: 352-357-1 907 RY ; State of Florida Llc.: IB 0001 230 ASSEMBLY TO SINESS ���—EXI NG 3,1 0 SF IJ! C� REQUIRES NEW 1 HOUR TO ° SEPARATION FRgM FACTORY I (TOIL FFICE AREA) AREA. (FORMERLY FACTORY ° I7 ACCESSORY ANJ NOT RATED i LINE v 7x,,�4 �x X ;' PG: . , 18 62OFF EXIST NG'USBI ' ESSOCOUPANCYTITIO TION STORAGE - WITH EXfSTIN AREA Elm [r 77 / �. / x \ ! f. * GATES NEW 1-HOUR PARTITION AND DOOR TO MAINTAIN RE_bUIRED 1-HOUR SEPARATION FROM F CTORY/STORAGE AREA FROM BUSINESS OFFICE AREA PARTIAL 1 SCALE: 1/16" = V-0" SUMMARY OF GENERAL REVISION .- 0 INTERIOR PARTITION CHANGES TO ENTRY AREA, ADDITION OF CONFERENCE ROOM AND MINOR MODIFICATION OF OFFICE TO EXECUTIVE AREA. CHANGES WILL BE FURTHER DET4ILED ON FLOOR PLAN DETAIL SHEETS. NO CHANCES TO EGRESS DISTANCE OR OCCUPANCY SEPARATION REQUIREMENTS. SUMMARY 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 6.1.14.100)302.2 ASSEMBLY AREA IS ACCESSORY TO BUSINESS AND REQUIRES TWO-HOUR SEPARATION FROM INDUSTRIAL PER NFPA TABLE 6.1.1Y.4.1 AREA SERVES LESS THAN 300 FBC 302.3.2 PERSONS AND IS FULLY SPRINKLERED WHICH ALLOWS ONE HOUR REDUCTION. FACTORY IS GROUP F-2 LOW HAZARD OCCUPANCY (MANUFACTURES SPRINKLER PIPE/PARTS) ACCESSORY OFFICE AREAS TO FACTORY: 3,790SF (4Y.) BUSINESS AREA: 20,403 SF (18% OT TOTAL) EGRESS REQUIREMENTS FROM OFFICE AREA m COMMON PATH OF TRAVEL — 100' DISTANCE TO EXIT IN OFFICE MAX. 300' DEAD END CORRIDORS: MAX. 50' SEE PLAN DETAIL 2 THIS SHEET FOR OCCUPANCY SEPARATION INFORMATION. 1 SEE SHEET A2-2 FOR DEMOLITION PLAN DETAIL 1 SEE SHEET A2--3 FOR FLOOR PLAN DETAIL 2—. U V K It' L/�Iv7�l- SCALE: 1/16" = V-0" PARTI_l'_ ION TYPES 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 (FIRE SiPRINKLER NOTE 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. n� � V co 01"Z w J Z W00 Y LL. W cj) < err (3) 0 LL U) TI TLE DATE REV# DESCRIPTION 10-21-05 FOR PERMIT 1 -26-05 A GEN. REVISION FILE: DRAWN BY: PAC INTERIOR DESIGNER OF RECORD INTERIOR UESION CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY LESION GROUP, INC. ID 0000 253 STATE OF FLORIDA ID 00012ZO ARCHITECT OF RECORD MICHAEL S. NOELL, AlA AR 1.3781 PROJECT # SHEET # 2048-00 A2-1 ----------------- I I I � I -------, I Z I I I 1 J , I I I I I 1 I I 1 I I , I I , I I -------J I I I I D I I (GA I I ('NIA I C" L J r i D G O J"11 -i- EXISTING CEILING II 1 I GRID SHALL REMAIN W � JI � �� 1 i IN THIS AREA. OPEN AREA TY I I II G LL� -1 OP64FFICE r rl®I r -1 r �I 153 I I l l 111 I F-L------- LJ-------- L-1---� Ll I r L GR DS SH LL' REIMAW r-i L J EFERENCEL( NLY)`�ii I T ( I � IN THIS PLEA. I I LINE OF NEW 1 L J OFFICES TO E L J �"J r CONSTRUCTED. r� I I I I SM 1 L� I_ I _ I I L J L J -I 1-- �- -j 4 1 OA �FFICE r' L J 1 � -y 1 ri LJ r-1 LJ r, JM r r M r 1 r-1 r-i r-1 LJ LJ LJ ii<1J LJ LJ LJ LJ U� EXISTING CEILING � - `/�� ('N IN THIS AREA. __ ll - I I G I I I I I I I TYP. I I TY LJ LJ A LJ LJ M O r r� r-1 I I I I I I G r- rJ-i r-1 r-i r-I LJ ff LJ O I I s I I I I r ISTING�`EILING I I r � GR D SHALL REMAIN L J L J L J L J L J LI THIS AREA. L J r-i r� r-1 r-i r-1 r_1 ri LJ r�l B LJ ri LJ I I 11 I I I I I I I I I I LJ LJ LJ LJ LJ r-1 LJ r-1 LJ I I I I LJ r� LJ I I J L r� r�i 0 0 LJ LJ , 07 KEY NOTES 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. OB REMOVE EXISTING SPEAKER AND ASSOCIATED WIRING. AND DISCARD. REMOVE EXISTING COMPRESSED AIR (CA) AND/OR NITROGEN (NI) PIPE DROP SECTION. CAP OFF ALL LINES ABOVE CEILING. (TYP. AT OFFICE AREAS) OREMOVE EXISTING DOORS AND FRAME. CONSULT WITH LANDLORD FOR D STORAGE VS. DISCARD INSTRUCTIONS, OREMOVE 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. REMOVE THERMOSTAT OR FIRE ALARM DEVICE OR EMERGENCY LIGHT FIXTURE. G DISCARD OR RE -USE PER ENGINEERING DRAWINGS. �>TO REMOVE PORTION OF PARTITION AS RE OR NEW WINDOW. REFER FL OR P F ION REQU DETAILS. C RE OU E_ CONDUIT AS R QUIRED FOR EXISTING OUTLETS. NOT SE D O 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 PLANS FOR ANY RE -USE OF EMERGENCY LIGHTING OR FIRE ALARM DEVICES. PHASE ONE DEMOLI/TI'ON (ALL OTHER PHASE./TWO)% HOP/WAREHOUSE AREA IS EXISTING I TO ,REMAIN AS is- /! I SEE PHASE/NOTE/ B E LD W / 0 WORK/SHALL OCCUR IN THE SH P/WAREHOUSE % �� - - -,� n -AS--PART -OF-THfS-PERMIT/Se0 bF -woRK - - - - REFERENCE (ONLY) LINE OF NEW f ROOMS TO BE I /� CONSTRUCTED. 1 I C U > r i r- i r- i B _ __-- ° r O i' "'-�- - _ i i T T ,� 7 I I � I I C I EXISTING ELEC. L_ J L— J L_ J _ ____ --� ._, _ _ __ I I I I I I RM. TO __ ®rr" � � S � � -~� �, T - � t • � H I (--- E- -�- --4 - I--- -{- -�-� -- -I- -� - REMAIN �(_7- ' rrP r ->< r A� r--� r- r--� rna I F���= --`�- i r7-I r-i--r-� -- i - I r I-r r- FT -I- 1 1 1 1 1 1 1 I 1 1 1 I I I I I I u 1 6 --- J I _ 1 LLB _1 %1-% 1 I �C7� I _ I- _�_J_ L -L� �1- L 1 L �J L1_I L1_I�ILI___ 1 _ _ _L.�]L�-I EXISTING CEILING - - - - GRID SHALL REMAIN I I I I I! I I I I I I I yl I �4 IN THIS AREA. �___ II _1- {- - 1 - .... L� -I t- r , r I I J I I v r� L_J L-J L_J L.... L—J L._.J I J I �� I k� K r r-irr1 r -I-r r , -1- �r t- - �=1-�- II _ — — — — — — iA -1=f -I= P w -� � - }- -r � =r- �- 4-�� - L-JC �L 1 � � I 1- 1- rt I -f 1 -I 1- L1_I_' L1_I_L'1_I L1 LI i -_�� - L L 4_I_L 1 I I I r��= I M I I_ I I_ r r r r r r ---- -- LO Rs I _] T J I I I I II 1=----F-J W/TOI I `.. I II O L—J L...J L-J L- L-J L��- - -- J -I RE AN\I/ `P�J- ��--I�g�- I -J�]L� 1 1 -I- I 1 1 I - --I -I-4 -1-i- 1 I -,; t„� J I T`"f I T TT� 1 u Q o 1 r- g2 i- - I- 42 1 EE /I\ I I I I I Lo REFERENCE (ONLY) E r-- I <1 <L --------I �) r I 1 -j I `1 E E LINE OF NEW r"1 r'1 �� A-J 1 O OFFICE TO BE I I I I _- I , CONSTRUCTED. y� BB '"- BB rya A XISTIN@-GEILING L /L J ID SHALL REMAIN P C A MEN C I� 1 I _I-il I I u V u �T - F T -I - I- G r 1 I- T -I F -ral IN THIS AREA. ��� ,72 I I<° I�\ \ AA �, �� r ���I_ 1_r r .� �.� L �J I I I I I I I I I I J I I _I-LJ_ _I- L _L1_LJ_1_I_ -I- LL_I I I - -- -- - -- - II I I I I �' I I �- MN IA; L J L J �- _I �� I I I I I I I I I I I I I I G 1 1 1 1 4_ I I I J , I I I I V OFFICE - L J--- L J L J �.J I I I �; I I I 4-1- -I - }- - {- 4- 4 -1-- J, 1 1 ( �k------'� ' �I ` DD I`51�> �� _mil= r- _ I I ► _ I I I I _I _ I 1 ' 1 I I I I I I I I j l 1 I j-- I I I I I M I I Fr_F T 1- T- T '� 7 `T 1- L J I SU PL' 1 I I I I , ' i� - + M + + - r 01 r "I r r REFERENCE LINE ' LGC FOR NEW CONSTR.L� -I - I -I _ L 1.,.1 _ I_ 1_ 1 1 _I _ L 1 _I _ L J-_--�_-^,I--EXIS> EILING_ L L J GRID S REMAIN L J L J L J I I I I I I I I 1 I �I -I I -1 I I I I 11 I I I N THIS A EP. (�)H I 4 -1-- 1 RATER NCIF LINE FUR 1 r l F1 _a R1 I 1i� L- --A- _I 171 \ r I AR iA I I I I I I I -I - r �1 r _1 r '1 r -i r -1 P I; I I I I -I _ I _ _ J_ I 1 I _I _ 1 11 T -F I- T I 1- 7 _1 1=' 7 1 FF T-1 _ LJ J i J_ I I_L��_���_�+_ + + _�. L' I LJ LJ LJ LJ LJ _ I I I GRID SHALL �- _ _L_�__1 1 _I- LJ_ -I- L_ _ L_1-I_ L1 _ _I_ L t 1 I 1 I I -REMAIN D�-ATE- -- -Al _ - — 1 I mil--F -T I i T-I -T 1 ' I 176 i I� r-I �,4 + -I - T T `I -F T -I- tg _T r, r 1 A r i r i I 11 I 1 I 1 I 1 1 j I I I I I I I I I 111 I I 1 1 I I I I I LJ _- I 1 1 _1 A- I—L- I;�LJ 1 _I�1_I_Lml. L� LJ LJ LJ LJ LJ �,� I I I I I I_I I _ T -1 I I I I I I I I I I REFERENCE LINE FOR z -- - 1-- i I- -I -1 I I I I I 1 1 I I 1 I 11 I 1 i 1 I i AREA OF NEW CON�RUCTION T I I I I J_ I_ _I _ +1� + L, +�_ F 11 �-� - - r -1 r-1 r 1 r -I r ---------------- ( I 42� I I I I I I I I I I I I I I LJ i I I ► I I I ;L I ��I I I_ - L J L J O LJ LJ E 11 I I I I I I I I I I I -r -1 -_- T _ _ T� -r I I T T -1 1� y 1 43 1 + -1- _1- - 1­- -I- - 4 -1- -1- {- IL>J 101 I � 1 0 � YP A. 1 - M E 1 1 1 I I I I I I I I I I -I- � M- L-�-�� �--I•-1-L�- - B � H wN r`1�� I r�-F7-r-T I I� I I i 1�=- --��. I I I 1-1 ri � r-i r-i r-1 r_1 1 1 _� � I I 1 I I I I I I I I I I `S� -T-1 =1- - T l r `f -1 _ r �1- F T -r--F -T -I - -I - F T- LJ LJ- l -1-L {-�+�J,�----------- -- 4-- -1_ _ J LJ LJ LJ LJ L - T TT 1 I I I I I I I I I I I I I im I I I�I Imi I \)V I-r-t-1- 1-_I- LJ_ -I-L_ _.1_L1___I_L LJ 1 I I I I I I I I 1 1 _aa M L JZ y L I �j(�i I I I _ I REFERENCE %� - - i- -I `I� LINE FOR �-I` T f �' -��' T G NEW corlsTR. I I I I I I I I I I I I I I I I 1 }-�- � -1= "= I- ��'- K K F FT-1-I-1-T1-I-T- T-1-rT-I-i� 0 _ L _lUL_ _ K K 1 O O O -I �R O O I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O \ I I I `-�1 � I I _ __ _ T-`f-�1-T�-1-��- ��o i i�IG I I I 1'� I I-�-L1_I_L..L_I_L� _I I O O WHERE FLOOR IS SAWCUT AND REMOVED FOR NEW PLUMBING OREMOVE ONLY A PORTION OF THIS PARTITION SO AS TO CREATE PIPES, REFILL AND REPLACE WITH LIKE MATERIAL AND MATCH AN NEW FILE ALCOV'ZE" FOR "BUILT-IN" FUTURE FILES BY OWNER. EXISTING SMOOTH FINISH. REFER TO PLAN SECTION/DETAILS FOR REQUIREMENTS. NOTE EXISTING REMOVE EXISTING HVAC FIXTURE AND RELOCATE PER WALL SHALL REQUIRE BRACING TO THE STRUCTURE ABOVE PER ENGINEERING PLANS. NEW PLAN REQUIREMETNS. REMOVE DOOR AND RAMS. EXISTING DOORS MAY BE RE -USED PROVIDING REMOVE EXISTINC TOILET PARTITIONS TEMPORARILY FOR INSTALLATION 0 O B OF NEW FLOORING MATERIALS, RE -INSTALL IN PREVIOUS CONFIGURATION. THAT THEY MEET THE REQUIREMENTS PER THE DOOR SCHEDULE AND ARE REPLACE/REPAIR ANY BROKEN OR DAMAGED COMPONENTS AS REQUIRE . REFINISHED TO NEW -LIKE APPEARANCE. REMOVE SHOWER AND RELATED PLUMBING FIXTURES AND ACCESSORIES. O CONSULT WITH OWNER FOR STORAGE VS. DISCARD INSTRUCTIONS. REMOVE COUNTER AND PLUMBING FIXURES AND MIRROR. SEE O PLANS FOR NEW REQUIREMENTS. OREMOVE LOCKERS (INCLUING BUILT UP FLOOR BASE), CONSULT WITH REMOVE EXISTING DRINKING FOUNTAIN AND REPLACE WITH Q OWNER FOR INSTRUCTIONS FOR STORAGE FOR FUTURE RE -USE VS. DISCARD. <pp>NEW PER ENGINEERING SPECIFICATIONS. REMOVE EXISTING SHOWER AND SHOWER ACCESSORIES. REMOVE PORTION OF TILT -WALL CONCRETE PANEL FOR O CONSULT WITH OWNER FOR STORAGE VS. DISCARD INSTRCUTIONS• <EE> 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 FLOOR DRAIN. PLUG SANITARY LINE. SEAL FLOOR OPENING OS REMOVE EXISTING URINALS AND URINAL SCREENS. SAVE FOR RE -USE <e>WITH LIKE MATERIAL. FOR NEW SHOP AREA MENS ROOM. REMOVE THREE TOILETS AND STALLS. NOTE THIS AREA SHALL BE REMOVE PLUMBING FIXTU E A CO SULT WITH OWNER FOR DISCAR TOCHANGED TO DESIGNATED MENS ROOM AND URINALS MAY BE VS. STORE INSTRUCTIONS. EXISTING PLUMBING TO REMAIN FOR NEW RE -INSTALLED IN THESE AREAS IF THEY MEET THE REQUIREMENTS SINK. SEE ENGINEERING PLANS FOR NEW REQUIREMENTS. PER THE PLUMBNING SPECIFICATIONS. OREMOVE PORTION OF PARTITION AS REQUIRED FOR NEW DOOR OR OPENING IN PARTITION. EXISTING OFFICE TO REMAIN AS IS EXCEPT FOR EW-tiF+Ni sf=t�--R.E_�-„FI DI+SW��E�� OREMOVE PORTION OF CEILING GRID AS REQUIRED FOR NEW PARTITION. REFER TO FLOOR PLAN FOR WALL TYPE AND DIMENSIONS. PATCH AND REPAIR AS REQUIRED. XX NOT OREMOVE 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. DEMOLITION PLAN SCALE: 1/8" = 1'-0" PLUMBING NOTE REFER TO MECHANICAL PLUMBING PLAN FOR DETAILS ABOUT PLUMBNING FIXTURE REMOVAL. MECHANICAL NOTE REFER TO MECHANICAL DEMOLITION PLAN FOR ALL DUCTWORK, SUPPLY, RETURN, GRILLES TO BE REMOVED/REUSED/REWORKED/AND OR REPLACED. ELECTRICAL NOTE 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. GENERAL NOTE CONTRACTOR SHALL VISIT THE SITE TO THOROUGHLY UNDERSTAND THE SCOPE OF DEMOLITION AND WORK TO BE PERFORMED. PARTITION TYPES" 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 .'HASE NOTE 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 ESIGN GROUP, INC. SPACE PLANNING INTERIOR DESIGN 1 9G50 Spring Oak Drive Eustis, Florida 3273G TEL: 954-G09-0G82 FAX: 352-357-1 907 Mate of Flanda Llc.: IB 0001 230 r � LlJ co OL-1 Z< - —11 � — r 1� - Cc c000 0� LL1 cj) < - co 0 LL C!) SHEET TITLE DEMOLITION DATE REV# DESCRIPTION 10-21-05 FOR PERMIT 1-26-06 L GENERAL REVISION FILE: DRAWN BY: P A G, INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORFORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP. INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, AIA AR 13781 PROJECT # SHEET # 2048.00 A2-2 PARTITION TYPE LEGEND EXISTING PARTITION TO REMAIN. REFINISH PER FINISH SCHEDULE. PATCH AND REPAIR WHERE REQUIRED THROUGHOUT. ECI EXISTING TILT -UP CONCRETE WALL (1 -HOUR RATED) TO REMAIN 1 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 'I -HOUR RATED U-465. REFER TO TO DETAIL 1 /A3. z 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. 75 PARTIAL HEIGHT PARTITION SEE DETAIL 5/A3 7/8" METAL FURRING STRIPS @ 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, 0 O 14 o,A- - - 11- 1 ACCESSIBILITY NOTES 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 11-4.13 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/LOPE EDGE TREATMENT. KEYED NOTES �PLUS EXISTING LOCKERS RE -INSTALLED IN SAME PLACE NEW DOUBLEDOOR SINGLE. DOOR SIZE 36" X 8FRAME. AS "THEY WERE PREVIOUSLY. REMOVED IN ORDER TO OPENING IN TILL` ii�RAtQECJSG<M�(M COLUMN LINE/GIRDER AND CONSTRUCT NEW PARTITION. PATCH/REPAIR AS REQUIRED. 1 SHALL ALSO BE MINUM 24" FROM EDGE OF PANEL AS SHOWN. FIELD VERIFY. REFER TO ATTACHED STRUCTURAL LETTER WHICH INDICATES THAT NO FINISHED OPENING IN PARTITION, 12'-0" W X 8'-0" HIGH ADDITIONAL RE-INFORCEMENT SHALL REQUIRED. 1 1 FOR FUTURE SLIDING DOOR ASSEMBLY BY FURNITURE NO DEVIATION FROM THESE MINIMUM CLEARANCES SHALL BE PERMITTED. MANUFACTURER. DOOR ASSEMBLY TO BE PROVIDED AND INSTALLED BY FURNITURE VENDOR. CONTRACTOR TO COORDINATE EXACT OPENING DIMENSION REQUIREMENTS. 2 OPENING IN PARTITION FOR DOUBLE SIDED CUSTOM ART WALL INSET (BY OTHERS) UPPER AND LOWER CABINET. SEE ELEVATIONS C AND D ON FUTURE WATER/WALL AND FIREPLACE FEATURE. SEE ENGINEERING PLANS FOR 1 2 SHEET A4.1 FOR REQUIREMENTS. 3 PROVISIONS FOR WATER, LP GAS AND POWER FOR FUTURE INTENDED USE (NOT PART OF THIS PERMIT) 13 UPPER AND LOWER CABINET. SEE ELEVATION E ON A4.1 NEW 1/4" TEMPERED GLASS IN STAIN GRADE WOOD FRAME INTERIOR 4 WINDOW. REFER TO DETAIL 9/A3 FOR REQUIREMENTS. FUTURE SYSTEMS FURNITURE (BY OWNER) AND NOT PART 14 OCCUPANCY/DENSITY OF PROPOSED SPACE ONLY. OF THIS SCOPE OF WORK. SHOWN FOR REFERENCE FOR OPENING IN PARTITION WITH PLASTIC LAMINATE LEDGE. 5 TWO SIDES FIXED GLASS AND CENTER SECTION SLIDING. REFER TO ELEVATION B/A4.1 AND RELATED DETAILS. NEW OPENING IN EXISTING PARTITION. SEE PLAN FOR WIDTH. 15 HEIGHT IS 7'-0". BRACE TO STRUCTURE ABOVE AS REQ'D 6 EXISTING TOILET PARTITIONS TO REMAIN. CONCTRACTOR TO CLEAN, VERIFY TO MEET MINIMUM L/240 DEFLECTION. WORKING ORDER AND REPAIR ANY OUT OF ORDER COMPONENTS AS REQUIRED. PROVIDE SHELF AND HAGAR ROD AT INTERIOR OF CLOSET. URINAL SCREENS RELOCATED FROM ROOM 140 AND RE -INSTALLED. 1 C INSTALL WOOD BLOCKING IN PARTITION AS REQUIRED FOR 7 SUPPORT. 5 ADJUSTABLE SHELVES ON H.D. KV SHELF STANDARDS. RE -INSTALLED LOCKERS. INSTALL TO MATCH PREVIOUS 1 % SEE DETAIL4/A4-2 FOR REQUIREMENTS. a INSTALLATION METHOD. PATCH AND REPAIR ALL BASE PLATES AS REQUIRED TO MATCH EXISTING. .1 EXSTING HANDIWASH FIXTURE TO REMAIN HANDICAP MIRROR `-� BOBRICKB-293 SERIES TILT MIRROR GYP. BD. NICHE +38" A.F.F. TO 84" A.F.F. 1 B-293 1630 (16"W X 30"H� 19 SEE DETAIL 9/Z4.2 MOUNT BOTTOM EDGE AT 40' AFF. MAX. SUMMARY OF REVISIONZ". NEW PARTITION NO LONGER REQUIRED SEPARATING 153 AND 154 NEW CABINET AND SINK IN 153 EXISTING DOUBLE DOORS AND FRAME TO REMAIN INTO ROOM 153. CONTRACTOR TO VERIFY THEY MEET THE 20 MINUTE B LABEL REQUIREMENT. REPAINT/REFINISH PER FINISH SCHEDULE AS REQUIRED. CREATE FILE RM. 160A AND CONFERENCE 160B ELIMINATE DOOR TAG "D" FROM 153. MOVE CARD ACCESS TO NEW DOOR TAG D IN ROOM 160A MOVE CABINET FROM OPEN AREA 160 TO OPEN OFFICE 153. SEE REVISED ELEVATION FOR ADDITION OF SINK AND UNDER COUNTER REF. NEW DOOR TYPE "A" IN NEW ROOM 160B NEW WINDOW IN OFFICE '161 (RE-ROUTE ELEC. CONDUIT AS REQ'D) ELIMINATE DOOR FROM 160 INTO 164. PATCH AND REPAIR FOR FRAMED OPENING. MODIFIED LAYOUT FOR ENTRY AND CENTER SECTION CONFERENCE AREA AFFECTING POWER, LIGHTING, CEILING AND MECHANICAL. MODIFIED FUTURE SYSTEMS FURNITURE LAYOUT FOR OPEN AREAS 176 AND 187. 1120iIii'll iiiiii liq 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 Q�NE EXISTING FULL HT. PARTITION TO BE MODIFIED rQ Q 17 9'-9' '-11'-6„ to TO CONFORM TO PARTITION T(PE 1 REQUIREMEENTS 2 ❑ 5'-0" / 1-HOUR RATED U-465 G O = ==O 1e � R REPLACE 1 e 18 �+ E � `J 11 i 9 5 -5 fi B A4.1 12' min. 3/0X6/8 1 EXISTING DOORS EXISTING ELEC. I 7 i _ I ri SERVICE 2 OFFICE CLO. ❑ V.I.F. ❑ 0Fl3leCE I t co I t3 132 131- j,OFFICE "0 / MEN OPEN AREA 4 0 ® Q. Q. O to AV EQUIP. 8 141 -' '� WOMEN 138 1 2 2 4'-6„ L 3/0X6/8 6 ❑ A 3 P TRAINING 1 14z I N I = I'-7" I 2'-2" _ E XIST'G OFFICE 144 _--- 6 1 ___� F A tIG 3 � f I 7'-1" _ 5'-6" t4s -- - 1'-6" MIN. 3 4 I 4'-0" fi A4.1 A L 4'-0" 4'-0" _ 2 4 2 4 COU R 2 s t 6 10'-0" A II `J r� 07 ALIGN OPENt3-0-1 w t� 3'-5" AL GN ---- A A OP 51N _'XIST'G OFFICE ❑ y G �I aj E 14e I I S-4" 1 y \'; 4'-0" ( I SIM. I -_II OFFICE _ OFFICE 2 5 EXCEPT 0 4 152 l51 196" A.F.F o OFFICE 11 a i SUPPLY 5 A4 1BREAK R00M EQ. EQ 1 6 cV ❑ a1 2 �I 148 ❑2 �11 14-3 t �I OFFICE OFFICE of 11 �XISTG OFFICE t -tt�' 3'_014'_1" t3® 0 10 ❑ 10'-7., �.-6„ \ �10'-6" 147 to 1 W-4" W - ❑E COrR- 4 I ETI t I❑ ETI ETI r- �_ Eil -o- _ - - - Efl Ell �I 1 1 g 6 ETI ETI 1 - - - -I - I I I I CORR. 1 I I I II I 0 I 3 r-8" ,28 0 1 -1 o FILE CA 1- OFFICE 1 -9 I ` I I 0 I I COPY FAX I u OFFICE ❑ ALIGN-i E E E OPEN OFFICE I 0 I OPEN AREA TELE 1 1e® I - - I OPEN AREA 175 I 127 ,53 ® I I p OPEN AREA 184 te7 COFFEE SN K L �� MEN o J WOMEN t74 F_ I 0 A4. l 1 4 ❑ lO L 171 172 � 173 3 A 1 3 O ,so I (� E `A n: G E A4. "1 F A 10'-0" to' o" I Y - _-= A4.1 M ❑ ❑ I �- to'-4,. 12'-0" 14'-0„ ALIGN <4� 0 WORKST. I I �C� A4.1 K a OFFFICE ❑ OFFICE �, OFFICE 4 OFFICE _.L= ---- I E 4'-10" 170 5'_3"N I ❑ I J 12e 3 � 114 113 112 4-0 A _ 4-0 E S PPLY SUPPLYi -tt" --- ' -❑ 1 1'-t1 2'-8" ❑ j - _ -- - I I I I I 4'-8' 3 4 14 TELECOMM I, 4 tee I I E o J 3 I �5. I I 5 I I �`� O 3 3 3 O ONFERENCE EQ. EQ EQ. EQ t63 /OX -� I I po -- OFFICE OFFICE 8/0 --^ L _ I -- - - ---- Z 1 181 182 , I V I E 3 E - --_ 3 A4.1 X II ALIGN A4.1 X II 2L:t 2'_11" ❑ ❑ CORR. �I OPEN AREA ;; o I 1 3 n 17 CL CORR. I i i -ALIGN 7'-0" r �.. ✓��� -� % - /r 1 t25 o i t -a Ms ` 4'-0" 2'-6' E 4,_0„ 2'-6' l-1 I 4 t7ti n 0 WHERE �J _ r - � REMOVED V n ` I i 1 I JAN. CLO. OPEN OFFICE - E- <4> 4 14 17'-3" I 13/ fi I 0 A4.1 W� 124 E1 ❑3 OFFICE 154 `O I 3/OX 1'-8" I 14 1 4 O 5 ,-4„ t 11 PLOTTER/COPY 169o 1 i VEST. 1_ I OFFICE ❑ 3 3 Yv 1 �r I I� 178 193 To 1 � o � 14 14 i l 9'-0„ � � -3'_ 0 5'-4" 14'-0" � x ¢ I 15 1 3 t4'-2" _ P� 6 -7 tD o 1 5 1 I 1 FURNITURE IS FUTURE BY OTHERS 4 -11 FILE C PYLCOFF. ho _ NOTE: MIN. CORRIDOR WIDTH OF00 I �, I OPEN AREA 11e I , CONFERENCE 4 4'-10" t17 ----------------------- 3 44" CLEAR SHALL BE MAINTAINED OR 0 _ 151 ; 5 M I 178 OFFICE 70 �ON 3 �o, 1 O ; CO )RR. �� 4 LIEN EXCEEDED. i R o _ 1 123 ❑ 14 T A4.1 H1 2 S A4.1 Q 1 3 FURNITURE IS FUTUREBY OTHERS 2._0.. 3 O OPEN AREA I 10'-3" I I N x I NOTE: MIN. CORRIDO WIDTH OF E 14'-1" 8'-2" I 5'-0" 1 U 1 I i, o I 44" CLEAR SHALL BE � MAINTAINED OR 14 N I 12 OFFICE 14 E EII OPEN OFFICE l_ OFFICE 157 E -E --E- a o L OFFICE OFFICE OFFICE E I4 3 t t I OPEN AREA EXCEEDED. O 8" „ 8 15'-4" i 1H'1 COPY MAIL ( �� EXEC. ASST. - O co 3'-8 CL `i 1 I lee I �� o OBE o j OF ECEPT.1� I 1 4 OFFICE 7'-1" _ `> 00 110 13'-2:' I o 12'-0,. 4 EQ. EQ. 1,_8„ I 4 3� . N 3 '� 1,3' -4" 3'-4" 4 w fff o �� 3 122 16 11-011� II 0..4. { 4 I 1 55 ✓ � � 1 ' C012tR. `�� � 4'-0" 4 4 U 11,- 7„ 4'-10" _ 4'-t0" 1 a �, � 1 ALIGN 4 i II 2_ 5❑ II i 1 i7 I I i 3 -r P --- 3 T_I I I s> _ _ � �-E-- K J 6'-�7" K of =_- E E � E E �Ej -E- E E O 3 2-0 ^/O EXEC. LOUNGE - 0 6'-s" s'- ❑ OFFICE = In to>a OFFICE OFFICE OFFICE ` 1 OFFICE OFFICE o I t92 ❑E Y . toe tO7 I ni90 15S�o_O EDGE24<A44")1 112 tl t� I E Z 1 I 13'-1" /- a 1WE TO REMAIN AS IS EXISTING ACCESSIBLE A7 3 EXISTING SHELL BUILDING REMAINS AS IS ENTRY TO REMAIN NO ALTERATIONS TO THE EXISTING SHELL/ PERMIMETER WALLS SHALL OCCUR AS PART OF THIS PERMIT/SCOPE OF WORK 04 F-FIGE-FLO SCALE: 1/8"=1'-0" 0] 1 P1_ L-A . N DETAt OII II I 0 1 EOFFREY ESIGN GROUP, INC. SPACE PLANNING INTERIOR DESIGN 9G50 Spring Oak Drive EU5t15, Florida 3273G TEL: 954-GO9-0G82 FAX: 352-357-1 907 State of Florida Llc.: IB 0001 230 SHEET TITLE FLOOR PLAN DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT _ 1-26-06 1 GENERAL REVISION FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMIELA A_ GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MIC,HAEL S. NOELL. NA AR 13781 PROJECT # SHEET # 2048-00 A2-3 KEYED NOTES EXISTING GRID AND FIXTURES TO REMAIN, CLEAN AND REPAIR EXISTING GRID TO REMAIN AND FIXTURES (TO REMAIN AND/OR RELOCATED). A AS NECESSARY. INSTALL NEW CEILING TILE PER SCHEDULE. INSTALL NEW CEILING TILE PER SCHEDULE. 1 REWIRE LIGHTING AS REQUIRED FOR NEW SWITCHING (PER ENGINEERING PLANS) PATCH AND REPAIR EXISTING GRID AS REQUIRED FROM !lw B CONSTRUCTION AND/OR DEMOLITION. EXISTING GRID AND FIXTURES TO REMAIN. CLEAN AND REP�IR AS NECESSARY. INSTALL NEW CEILING TILE PER SCHEDUL i PATCH AND REPAIR EXISTING GRID AS REQUIRED FROM NEW C CONSTRUCTION AND/OR DEMOLITION. NEW CEILING 'TILE PER SCHEDULE AND NEW FIXTURES PER ENGINEERING PLANS. K INSTALL NEW GRID TO MATCH EXISTING 2X4 IN ADJACENT AREA OPENING IN DRYWALL FOR OWNER'S RECESSED DROP DOWN SCREEN. CONTRACTOR TO OBTAIN CUT SHEET FROM OWNER TO COORDINATE EXACT OPENING SIZE AND LOCATION. ADD NEW GRID TO MATCH EXISTING WHERE NEW CONSTRUCTION AND/OR DEMO MODIFIED AREAS. EXISTING FIXTURES TO REMAIN < > AND TO BE CLEANED AND OR REPAIRED AS NECESSARY. E NEW CEILING GRID, TILE AND FIXTURES. 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. H EXISTING GRID, TILE AND FIXTURES TO REMAIN, ANY CEILING WORK RELATES ONLY HVAC RENOVATION WHERE APPLICABLE. CEILING LEGEND D BOOK II #514 ARMSTRONG CIRRUS .Sr9M48") CT1 SCORED 24"X24" WITH15/16"PRELUDE GRID ARMSTRONG CIRRUS 24"X 24" OPEN PLAN #558 CT2 TEGULAR BEVELLED TILE WITH 15/16" PRELUDE GRID ARMSTRONG ULTIMA #1915 BEVELLED TEGULAR TILE CT3 24"X48" WITH 15/16" PRELUDE GRID. ARMSTRONG FINE FISSURED # 1733 CT4 24"X48" ANGLED TEGULAR WITH 15/16" PRELUDE GRID. ARMSTRONG FINE FISSURED CERAMAGUARD #608 CT5 24"X48"SQUARE LAY -IN WITH 15/16" PRELUDE GRID. CT6 ARM-TR I 94" X 24"CHAMFERED TEGULAR #557 11 ID� WITF 5/1 PRELUDE CT% ARMSTRONG CIRRUS 24"X 48" OPEN PLAN #568 TEGULAR BEVELLED TILE WITH 15/16" PRELUDE GRID 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. MARY OF GENERAL REVISIO CEILING/LIGHTING CHANGES BASED ON FLOOR PLAN MODIFICATIONS SHOWN FLOOR PLAN SHEET A2-3. 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 � �� U U `=J U U �� REFLECT-ED CUUNG PLA_U SCALE: 1/8"=1'-0" EOFFREY ESIGN UROUP, INC. SPACE PLANNING INTERIOR DESIGN 9G50 5pring Oak Drive EU5t15, floricia 3273G TEL., y54-G09-OG82 FAX: 352-357-1907 State of Florida Lic.: 18 0001 230 i' co 0 WW "� z < Y Z < C) _p iD� 12 __j Ir O W _ cj) W LL ry- �1'1 0 LL c% ) ISHEET TITLE REFLECTED CEILING PLA) DATE REV/ DESCRIPTION 10-21 -05 FOR PERMIT 1-26-06 1 GEN. REVISION 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 ARCHITECT OF RECORD MIC1011. S. WELL, NA AR 13781 PROJECT # SHEET # 2048.00 A2®4 NOTES: GENERAL NOTES AND CONDITIONS ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VISIT THE SITE 1. AND VERIFY EXIS11NG CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXIST'G CONDITIONS COMPLY WITH CURRENT CODE REQUIRE- MENTS. NOTIFY ARCHIIECT IN WRITING IF CHANCES ARE NECESSARY. NO EXTRAS WILL BE GIVEN. REPORT ANY DISCREPANCIES IN THE DOCUMENTS TO THE ARCIIIIECI PRIOR TO SUBMITTING PROPOSAL CONTRACTOR 11W.L PROVIDE PROTECTION OF EXIST'G SURFACES AND 2. COMPONENTS DURING DEMOLIIION/CONSTRUCTION. PROVIDE CON- TAJNMENT OF DUST AND DEBRIS AS REO'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 MANAGEMENT. 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 CODfAND 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 h 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. TO. 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. DO 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 DEFECTS AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS FOR THE APPLICATION 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. 16. CONTRACTOR SHALL PROVIDE CUT -SHEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBSTITUTION 10 ARCHITECT FOR APPROVAL PRIOR '10 ORDERING OR INSTALLING. 17. 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 COMPETITIVE 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 THIS 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 DO 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 GLASS SHALL BE CLEAN AND POLISHED, FLOORS SWEPT BROOM CLEAN, CARPETS VACUUMED, FIXTURES WASHED WITH ALL LADLES REMOVED AND SITE FREE FROM DEBRIS AND TRASH, FIRE 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 ADS 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 6V AFF. MILLWORK NOTES 1, 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 2510.5.1 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 WET AREA COUNTERTOPS AND BACKSPLASH UNDERLAYMENT TO BE 3/4' PLYWD. 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 RAVE 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 RESPONSIULE 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 1. 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 AND REPAIR ANY EXISTING FINISHES TO BE REUSED INCLUDING, DOORS/ FRAMEVHARDWARE/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 RESPONSIBLE FOR CLEM, 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. TO. ALL CARPET SHALL BE FROM THE SAME DYE LOT WHEN INSTALLED IN CONTINUOUS AREA. IT- 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 I. ALL EXISTING BUILDING PERIMETER WINDOW TREATMENTS SHALL BE REMOVED AND REPLCAED WITH NEW PER SCHEDULE. + ENGINEERS DRAWINGS TAKE PRECEDENCE OVER ALL NOTES LISTED BELOW FOR PLUMBING, HVAC, ETC. PLUMBING NOTES 1. PROVIDE ALL FIXTURES AS SPECIFIED IN ENGINEERS FIXTURE SCHEDULE. NOTIFY ARCHITECI IMMED. IF ANY ITEMS HAVE BEEN DISCONTINUED. 2• CONTRACTOR MAY PROPOSE ALTERNATES WHERE SPECIFICATIONS ARE EQUAL OR DEFTER 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 SPLITTER DAMPERS. 4. FURNISH AND INSTALL TEMPERATURE CONTROLS UNDER THIS CONTRACT INCL. HUMIDITY CONTROLS WHEN APPLICABLE. 5. MOUNT THERMOSTATS AT 42" A.F.F. U.N.O. G. 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. 10. A/C UNIT RETURN/SUPPLY SHALL BE OF 1" RIGID FIBERGLASS (UL APPROVED) CUT AND INSTALLED PER MANUF. 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 AUXILLARY 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 ARCHITECf'S ATTENTION IN WRITING, PRIOR TO DID. JOINT SEALANT: USE 3M FIRE DAM JL# HWD0030 OR STI - SPEC SEAL :LASTOMERIC CAULK - UL#HWD 6039 - CONTINUOUS METAL TRACK AT UC IDERSIDE 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 1 HR FIRE WALL MATERIALS AND INSTALLATION OF ONE HOUR 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 & Ceiling Runner - (not shown) - 25 MSG (min) gals 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) galy 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, VVRX. 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 WALL TYPE 1 -SHOP/OFFICE SEPARATION ONE HOUR RATED PARTITION SCALE: 3" = 1'-0" 24" STUD SPACING LIMITING HEIGHTS INDICATED GIVE -- ---__1 ATTACH TOP &. BOTTOM TRACK WITH THE MAXIMUM UNSUPPORTED HEIGHT SHANK DIA. STEEL FASTENERS FOR THAT PARTITION TYPE BASED `�` .145" MAXIMUM 24" O.C. ON A DEFLECTION CRITERIA RATIO �` OF L/240. WHERE FLOOR TO STRUCUTURE HEIGHT OF PARTITION \_ ---LINE OF STRUCTURE ABOVE EXCEEDS THE INDICATED LIMITING I �\ HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAC I SEALANT AS REQUIRED TO MAINTAIN DEFLECTION RATIO OF L/240. ACOUSTICAL CEILING CN STUDS PER SCHEDULE (OR GYP. BD. CEILING) 6" 20 GA. = 17.1' �' REFER TO CEILING PLAN 6" 18 GA = 18.7' I . 6" 16 GA = 20, 1' 6" 14 GA = 21.5' =";( 5/8" THICK GYP. BD. WALL CEE STUDS== BOTH SIDES 6" 20 GA. = 17.9' .- '= 1 6" 20CA. JW METAL STUDS AT 24" O.C. 6" 18 GA = 19.5' ; ♦r 6" 16 GA = 20.9' 'I BATT INSULATION TO 15'-0" A.F.F. 6" 14 GA = 22.4' AT OFFICE AREAS ONLY JW STUDS 6" 20 GA. = 20.5' { WALL BASE PER SCHEDULE AT OFFICE SIDE 6" 18 GA = 22.' 6" 16 GA = 23.6' { 1 AREAS ONLY. PROVIDE 48" HIGH 6" 14 GA = 26.2' PLYWOOD WAINSCOT TO MATCH EXISTING ¢ �{ ON FACTORY SIDE. JWE STUDS FLOOR FINISH PER SCHEDULE 6" 20 GA. = 21.6' 6" 18 GA = 23,1' / CONC. FLOOR SLAB. 6" 16 GA = 24.9' 6" 14 GA = 27.6' f NOTE FOR STUDS AT WALL HUNG CN STUDS 4' ' `� ° ' 4 °.. PLUMBING FIXTURES: STUDS SHALL BE 8" 20 GA. = 27.3' . 4- DOUBLED OR MIN. 200A. WITH MIN. EFFECTIVE 8" 18 GA = 29.8' a MOMENT OF INTERTIA EQUAL TO 0.864 IN. a" 16 GA = 32.0' ° 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 NON -RATED PARTITION 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. )� S(� -6' R-'19 INSULATION ABOVE ACOUSTICAL CEILING ACOUSTICAL CEILING 1[ IL PER SCHEDULE (OR GYP, BD. CEILING) REFER TO CEILING PLAN ___,__---5/8" GYPSUM WALL BD. EACH SIDE U' -3 5/6' METAL STUDS AT 24" O.C. NOTE FOR STUDS AT WALL HUNG �- WALL BASE PER SCHEDULE PLUMBING FIXTURES: STUDS SHALL BE DOUBLED OR MIN. 20GA. WITH MIN. EFFECTIVE LOOK 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 A ', 4: *** NOTE: USE 6" METAL STUDS WALL TYPE 3 - TYPICAL AT ALL PLUMBING WALLS. �+ USE M.R. G'fP. BD. WHERE ALL INTERIOR PARTITIONS PLUMBING FIXTURES ARE INSTALLED. SCALE: 1-1/2" = C-O" ATTACH TOP & BOTTOM TRACK WITH �._ 145" SHANK DIA. STEEL FASTENERS ` MAXIMUM 24" O.C. SEALANT n ---LINE OF STRUCTURE ABOVE ° �' e o.• T : a ° 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" 250A. METAL STUDS AT 24" O.C. WALL BASE PER .SCHEDULE FLOOR FINISH PER SCHEDULE GONG. FLOOR SLAB. WALL TYPE, 4 - FULL HT. INTERIOR PARTITION -NON RATED 1 DOOR SCHEDULE MARK SIZE DOOR TYPE FRAME TYPE HARDWARE REMARKS o ¢ c� z ALL DOORS SHOWN AT i= 1- Z p o J Q w w °o o 45 DEGREE ANGLES ARE w o J w L o _ 1� D W w EXISTING TO REMAIN LY o J W r J L J Z W \= Q V) V) Y \ =12 w 1n > J W WIDTH X HEIGHT X THICKNESS 0 S Vi co (% V) U 2 a- Q Q d O a_ `� m U Q OS-O" X 6'-8" X 1 3/4" B • • • MATCH EXISTING DOORS, FRAMES AND HARDWARE OS-0" X 6'-8" X 1 3/4" A • ® • MATCH EXISTING DOORS, FRAMES AND HARDWARE OS-0" X 6'-8" X 1 3/4" A • • • U MATCH EXISTING . DOORS, FRAMES AND HARDWARE OT-0" X 6'-8" X 1 3/4" A • • • • MATCH EXISTING DOORS, FRAMES AND HARDWARE �E EXISTING TO REMAIN INSPECT HARDWARE AND CLEAN DOOR. REPAIR ANY NON FUNCTIONING COMPONENT. CT-0" X 6'-8" X 1 3/4" D • • • • U • 20 MIN. B LABEL DOOR MATCH EXISTING HARDWARE G S-0" X 6'-8" X 1 3/4" D • • • U MATCH EXISTING HARDWARE H S-0" X 6'-8" X 1 3/4" F • • •• • 3'-0' X 8'-0" X 1 3/4" A • • • OK S-O" X 8'-0" X 1 3/4" E • • • • SCHLAGE NEPTUNE HARDWARE CVARIES XVARIES X 1-3/8" C • • • �M S-0" X 6'-8" X 1 3/4" D • • • • 'P • 20 MIN. B LABEL DOOR MATCH EXISTING HARDWARE N 3'-0" X 8'-0" X 1 3/4" A • • • SCHLAGE NEPTUNE HARDWARE OS-0" X 8'-0" X 1 3/4" A • • • SCHLAGE NEPTUNE HARDWARE P S-0" X 6'-8" X 1 3/4" B • • • MATCH EXISTING HARDWARE 06 T-0" X 7'-0" X 1 3/4" A • • • (PR) 3'-0" X 7'-0" X 1 3/4" D • • • PROVIDE FLUSH BOLTS, WOOD ASTRAGAL. .1 0" X 7'-0" X 1 3/4' D • • • ® N PTUNE HARDWARE 1 \� SCHLAG 3'-U" 8'-0" X 1 3/4" A ® • SCHLAGE NEPTUNE BWARE 1 3'-0" X 8'-0" X 1 3/4" D • ® • SCHLAGE NEPTUNE HARDWARE 1 0(PR) S-0" X 8'-0" X 1 3/4" D • • • SCHLAGE NEPTUNE HARDWARE PROVIDE FLUSH BOLTS, WOOD ASTRAGAL. 72' U.H.N. TAPE AND FINISH CORNERS 3-5/8" METAL STUDS ns 16" O.C. WITH 5/8" GYP. BD. EA. SIDE I I PROVIDE 2X2 STL. NEWL 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" DOOR ELEVATIONS 1/4" TEMPERED 1/4" TEMPERED---, GLASS GLASS \ / WIRE GLASS \ / 'A1H R DOOR REC UI / \ RAT N A B C D E DOOR NOTES NOTE CAREFULLY THE MULTIPLE DOOR HEIGHTS IN THE SCHEDULE. ALL DOORS SHALL CONFORM TO THE FBC 2004 SEC. 1 1-4.13 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. S l .pE�AIL 10 THIS SHEET FOFZ-�N�B A DN HEAD IJ�T L.� 1 SEE ELEVATION "Y" ON SHEET A4.1 FOR TYPICAL SIDELIGHT 6" R-19 INSULATION ABOVE ACOUSTICAL CEILING AT OFFICE AREAS CEILING AS SCHEDULED 1 /2" GYP. BD. 7/8' MTL FURRING CHANNEL p 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" = 1'-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-O" G-t-tK IAINItU BATCH MULLIONS /8' MET. STUDS AT O.C. OVER 3 5/8' \L RUNNER 5/8" THICK GYP. CD. EACH SIDE PER \• PARTITION SCHEDULE. \�-EXISTING EXT. GLASS. NON -RATED PARTITION AT MULLION I SCALE: 1-1/2" = V-O" INFILL STUD HEADER TRACKS INFILL STUD RIPPLE STUD WOOD CASING-� TO MATCH DOOR CASING 1/2" WOOD STOP JAM B 1/4" TEMPEREC RIPPLE STUD ADDITIONAL PARTITION AS SCHEDULED ANCHORAGE 0 JAMB BASE TRACK INTERIOR GLASS PARTITION SCALE: 1-1/2" = 1'-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 I 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 F PARTITION PER SCHED. METAL STUD RUNNER AULKING (M'�Tlln H.M. FRAMETO MATCH EXISTING 0 srrEDOUBL WALL + 1' D.W. JAMB ANCHOR (MIN. 3 PER JAMB) HEAD JAMB H.M. DOOR FRAME EOFFREY ESIGN GROUP, INC. SPACE PLANNING INTERZ14III DESIGN I e)G50 5princj Oak Drive EU5ti5, Florida 3273G TESL: 954-GO9-OG82 FAX: 352-357- 1 907 State of Flonda Lic.: 15 0001 230 SHEET TITLE STANDARD DETAILS DOOR SCHEDULE DATE REV# DESCRIPTION 10-21-05 FOR PERMIT 1-26-06 N. REVISION FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INFERIOR I)ESIGN CORPORATION PAMEIA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 SPATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, AIA AP. 13781 SCALE:NTS PROJECT # SHEET # 2048-00 A3.0 \ EOFFEY 1 *�42 ESIGN A4.L UPPER CABINET W/ 2 ADJ. SI IELVES 1/4" TEMPERED GLASS A4.2UPPER CABINS( W/ 2 ADJ. SHELVES ',UPPER CAA��ET W/ 2 ADJ. SHELVES 4 2 UPPER CABINET W/ 2 ADJ. SHELVES /FIXED SHELVES WITH FULL BACK,SPLASHFILLER PANEL FIXED SHELVES WITH FULL BACKSPLASH UROUP IC. PAINTED 2 METAL FRAME I IFIXED SIDE PANELS `A `� 4" BACKSPLASH n 1 _ FULL CABINET WITH ADJ. SHELVES BEYOND SPACE PLANNING " W FILLER PANEL DO 4 4' BACKSPLASH `~ P �- LASTIC LAMINATE LEDGE I 4' BAC SP SH-\ AREA 4" BACKSPLASH INTERIOR DESIGN PULL OUT DRAWERS 9 7 SLIDING GLASS PANELS _ _ _ REF. I _ / IF PULL OUT DRAWERS _ _ _ PULL OUT DRAWERS 19G5Q Spring Oak Drive IV I \ IN CENTER SECTION - / I I \ ((\I.LC.) -o — CABINET WITH ONE ADJUSTABLE SHELF 1i A3 I I \ CABINET WITH ONE ADJUSTABLE SHELF i ---'----CABINET WITH ONE ADJUS BLE SHELF � I I� --CABINET WITH ONE ADJUSTABLE SHELF EUStIS, Florida 32I36 % WALL BASE PER SCHED. �� - \ \ % 4" TOE KICK 1!, 4" TOE KICK 4" TOE KICK TEL: 954609-OG82 1=AX: 352-357- 1907 4 TOE KICK 5A 5B 42 3'-0„ State of Flor,da Llc.: IB 0001 230 A4.2 A4.2 F, PULL OUT DRAWERS A4.2 D 3'-0" A4.2 =SPACES V-8" CABINET ELEVATION WINDOW ELEVATION COFF­E-EESTATION E COPY ROOM r COPY OOM C S�� ry _ C G �f 4'`` �p� ...---�`-^ --�\ f SCALE: 1/4"=1'-p , SCALE: �SC1/4"=1'-0" SCALE: 1/4"=1'-0" -�� �,,f_� NEW SURFACE MTD. GHT FIXTURE CUSTOM FRAMED MIRRORS (BY TtS s NEW OTHERS) N.I.C. BY OTHERS (NIC'.) -_ -- �__ WALLCOVERING--� BOBRICK B4221 - T-5 (13") TILT PER FINISH SCHEDULE. /— EXISTING PLUMBING FIXTURES _ CONTURA SEAT EXISTING PLUMBING FIXTURES — / RE -INSTALLED AFTER NEW RE -INSTALLED AFTER NEW FINISHES � `�- _ WALLCOVEFING R FINISH SCHEDULE j FINISHES. (TYP.) COVER DISPENS R (OR APPROVED ) J TILE PER FINISH SCHEDULE _ - — — ALLCOVERING _ TILE PER FINISH SCHEDULE � DO NOT CUT TILES H USE FULL XISTING COURSE ONLY. HEIGHT IS APPROX. _ DO NOT CUT TILES - USE FULL �r 2 - REINSTALLED T COURSE ONLY. HEIGHT IS APPROX. — NEW TOILET PARTITION PER -_ DECORATIVE PULLS REINSTALLED TOILET FINISH SCHEDULE. PARTITIONS _7 r-- _ '` � WASTEBASKET (-' ' i - i BEYOND NEW BOBRICK _ r, i �i _ 0P-� i , ---- CABINET B-270 CONTURA (2 BOBRICK B-529 CIRCULAR COUNTER TOP I---PIEW VANITY FINISH: MAPLE SERIES NAPKIN DISP. TRASH WASTE CHUTES AT COUNTER TOPS OVER EQ. 3'-0" EQ. I SEE DETAIL 3B/A4. TYP. AT WOMENS ROOM (OR APPROVED =) EXISTING TRASH (SHOWN DASHED) REINSTALLED (OR APPROVED EQUAL) G H � OK 5B SIM. EXCEPT� � 2 STONE TOP TOIL R. M EL E VA�T� N S -� �� ��'� - SCALE: 1/4"=1'-0" LASS DOORS FIXED SHELVES WITH FULL BACKSPLASH r� Y 1 r-.,- 1 -'FFA4 UPPER CABINET W/ 2 ADJ. SHELVES A4.`' UPPER CABINET W/ 2 ADJ. S ES A4.2 UPPER CAE3T ET W/ 2 ADJ. SHELVES 4.2 ( M1UNDERCABINET FLUOR. LIGHT \ _ �� 1 3'-�.. _0 \ FIXTURE PER SCHEDULE. I 4 BACKSPLASH / \ FULL HT. TILE BACKSPLASf I ' --- -- _ __ _ - FULL HT. TILE BACKSPIA-3H ■ -- --- - - - co c rr - - - I - -- - - PULL OUT DRAWERS - _ - - — - _ -- _ _ - 1 I '- T� - - WALL BASE PER SCHED. PULL OUT DRAWER_ h r CABINET WITH ONE ADJUSTABLE SHELF I h I o CABINET WITH ONE ADJUSTABLE SHELF CABINET WITH ONE ADJ. .�f{1ELF 0 UCR I I I I �_ l / I I I I I _ _ t _ _ I I _ 4' TOE KICK I — 4 TO KICK _ c, 4' TOE KICK. \ i \ i �, 0, 1. c\, I l I � \ c , W WALL BASE � --� - Y 5B PER SCHED 5B 3'-2"4 -7 A4.2 1 N A �._ -t ��1 _�A4.2 A4.2 A4.2 CABIT"ELEVATION CABINET ELEVATIONCC W o P _ BREAK ROOM ELEVATION'S ( ,- SCALE: 1/4"=1'-0" OPEN AREA 15`3 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 1 � LIGHT COVE EXPOSED r SURFACES LAY IN CEILING OPENING FOR DROP DOWN kSLOT \ �� SCREEN PROVIDED BY OWNER _ EQ. EQ. L� XPOS�D �URFACc� TO (" GOURD. EXACT OPENING LOCATION B� TAIN GRADE VENEER (TYP.) MAIL SLUTS VEfIF( QUAN. AND SIZE 11 f-� IXED SHELVES 'WITH FULL BACKSPLASH W-2" UPPER �ZE1 T WITH REQ D W/ OWNER REMOVABLE INTERMEDIATE 4 9 �'Y�- AND REQUIREMENTS W/ OWER - � _ RATS_ PANEL DESIGN 2 SHELVES SLOT DIVIDER - TYP. UP'P R CABINET W/ 2 ADJ. SHELVES \ _ ! _ �- OPEN SHELF ABOVE — RE ,`-SSED CABINET LIGHT BEYOND 21 I_)PHOL�T RE �iACKAGIE- A4.2 � � \ / \ / �I \ 16 \ ADJU TABLE SHELF A4.2 = / -- - PANELS Y T ACKTEX 1 RETR CTABLE DOORS (MAGNETIC LATCH) 20 GYP. D. EQUAL S CES ( �!� 4' BACKSPLASH I CHART R IL STOI` E. TOP AT EACH. SIDE I I I I I \ �� WALL UNI (SEE PULL OUT DRAWERS / SCRIB D TO WALL OTHER DETAILS) 4" BACKSPLASH D0 1, CABINET WITH ONE ADJUST BILE SHELF o / \ / \ SET C ULETS SIDEWARDS ABOVE COUNTER 4" TOE KICK 12 CON EALED TOUCH LATCH OPEN BELOW I -_ WALL BASE ER SCHED. \ c_� j 1> FILLER PANEL _ — I —I A4 2fJ �. " WALL BASE PER SCHED. ✓ ✓✓✓. CABINET ELEVATION CABINET ELEVATION CABINET ELEVrA-TI CONFERENCE ROOM Q R T SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" STAIN GRADE LE FRAME/MULLIONS 1 WALLCOVERING PER GYP. BD.PARTITION FINISHED � `' FINISH SCHEDULE UPP R CABINET 4N/ 2 ADJ. SHELVES PER SCHEDULE. 3/4" CLEAR BORDER INSET ART WALL BY OTHERS N HEADER (PAINTED ACC T BULLNOS� CAP ce N.I.C. / DOUBLE PANE GLASS % COLOR) TYP. AT COR OR W n ( ) INCLUDES �IGNAGE AND l ARTISTIC CONTRACTOR ;E WITH FROSTED SURFACE I 4" 8 CKSPLASH o TRANSITION TO OPEN AREA G A � ELEMENTS co SURFACE TO BE APPLIED I TO COORDINATE EXACT OPENING TO 3 8" THICK TEMP. GLASS 3"X6" INSET ACCEN "' a1� REQUIREMENTS WITH VENDOR. SHE TITLE CQ / TILE 4 EQUAL MAPLE PANELS W/ SATIN CH OME REVEALS S n B PULL OUT DRAWERS AND PROTECTED Y AN I L AND CONTRASTING MAHOG. INSET. REF R TO DETAIL mm rr - ADDITIONAL 1/4" LAYER. o TILE PER SCHEDULE / \ / I I \ I \ RED ExA - 15/A4.2 FOR LOCATION AND STYLE OF PANELS/INSETS. (SIM.) LE E ---`—CABINET WITH ONE ADJUSTABLE SHELF j� I FRAMES PER SCHEDULE ELEVATIONS BASE PER FIN. SCHED. �, \ / \ / \ / / 4" TOE KICK `' MAPLE BASE I I 12'-0" 3'-0" 3'-0" ��� i. STAIN GRADE WOOD/GL DOORS AND DETAILS �- DO NOT CUT TILES - USE FULL ----_- -- MAPLE VENEER ON PLYWOOD COURSE ONLY. HEIGHT IS APPROX. i (SIM. BOTH SIDES) NOTE: CONTRACTOR TO MATCH THE MULLIONS/DETAILING OF THE PRE -MANUFACTURED ��� C 1 �✓ �✓ SLIDING DOORS PROVIDED BY OWNER'S FURNITURE VENDOR. MILLWORK CONTRACTOR PTO OBTAIN SHOP DWGS FROM FURN. VENDOR. MATCH SELECTED FROSTED SURFACE �\ _� �� DATE REV# DESCRIPTION D-'E.TAIL. (ALSO TYP. AT SIDELIGHTS).'��~J 10-21-05 FOR PERMIT BELEVATIONCORRI®OR ENTRY F ATURE WALL1-26-06 1 GEN. REVISION CONFERENCE ROO DRINKING FOUNTAIN CA INET u v w � Y SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" GYP. BD. SOFFIT GYP. BD, PARTITION FINISHED . PER SCHEDULE FILE: DRAWN BY: 15 \_.- MAPLE VENEER CONVEX PAG FACADE (TO MATCH PROFILE A4.2 OF TRANS. TOP BELOW) LINE OF CONVEX RECEP. DESK NOTE) - FACADE MILLWORK I V �J 1 � � INTERIOR DESIGNER OF RECORD INTERIOR DESIGN CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. STONE TOP LINE OF PARTITION IU OOOQ 253 STATE OF FLORIDA IB G0012'0 MILLWORK CONTRACTOR TO PROVIDE DETAILED SHOP DRAWINGS FOR REVIEW MAPLE PANELS (CONVEX) J AND APPROVAL FOR ALL CABINETRY. INCLUDE FINISH SAMPLES. W/ REVEALS._ -__-- CABINETS SHALL BE CONSTRUCTED OF PLYWOOD. PARTICLE BD. OR TOE KICK cx I i MELAMINE ARE NOT ACCEPTABLE MATERIALS AND SHALL NOT BE PERMITTED. ARCHITECT OF RECORD BASE PER SCHED. REVIEW ALL CABINET ELEVATIONS CAREFULLY PRIOR TO PLACEMENT OF MICHAEL S. NOELL, NA AR 13781 PLUMBING STUB OUTS FOR SINKS AND LAVS TO VERIFY CORRECT PLACEMENT. RECEPTIONDESK LINE OF STONE TRANSACTION TOP PROJECT # SHEET # 2048.00 A4-1 �SC�71/4"=1'-0" I 1 4----CEILING AS SPECIFIED 3/4" THICK PLYWOOD TOP, BOTTOM AND SIDES PLASTIC LAM. ON 3/4" THICK PLYWOOD (TYP.) R JCL \ W vw > 3/4" THICK PLYWOOD ADJUs,(ABLE SHELVES _ 1/4" THICK PLYWOOD BACK. DOOR PULL \, (\ 1" X CUT TO FIT 12• EXTEND TO CONCEAL UNDER U.O.N. CAB, LIGH'TINC WHERE APPLICABLE NOTE: PROVIDE CONTINUOUS FILLER AT TOP OF UPPER CABINET WHEN TOP OF CABINET IS WITHIN 6" OF CEILING UPPER CABINET N.T.S. ADA COMPLIANT SINK AND FAUCET (SEE ENGINEERING DWGS FOR SPEC) 1'r WN. ADA SINK/COUNTER` FINISHED WD. VENEER --L.IND OF WALL PER WALL SCHEDULE r 1-1/ 1" -1/1" REVEAL AT BOTTOM EDGE -� MATCH PROFILE OF CHAIR RAIL C�, FIfIISH ALL EXPOSED SURFACES CENTER LINE BLOCKING IN PARTITION AS = 2'-10" AFF --- REO'D FOR SUPPORT THRUOUT CHART RAIL W/ UPHOLSTERED PANEL, ABOVE UPHOLSTERED PANELS N.T.S. ( CABINET ITH ONCE ADJ. � ELF BELOW LINE OF STONE COUNTER TOP ABOVE CABINET (SCRIBE TO WALL) RECESSED CONVEX CAP FLAT PANEL TV RETRACTABLE DOORS CUT HOLES IN TOP/ SIDES FOR VENHILATION (CONCEALED) CABINET PLAN N.T.S. SCALE: 1/2" = 1'-0" CEILING FRAMING 20 GA, @ 2 4 " 0 LYWOOD ON THRU CEILING - SOFFIT DETAIL SCALE: NTS \ CABINET WITH ONE ADJ. SHELF BELOW ::::!�� ARC'D DOORc OBTAIN TV CUT SHEET FROM OWNBER PRIOR TO PREPARING SHOP DW(--;,S FOR REVIEW AND APPROVAL 101 IZE FILE WIDTH SIZE FILE DRAWER DOOR W/ADJ. SHELF o COUNTERTOP — ��-- DOOR PULL RASIED PANEL MAPLE VENEER CABINET (EXPOSED EXTERIOR) �\ PLAS. LAM. ON 3/4" PLYWD. ALL INTEROR SURFACES D OOR W/ SHELF ,F R 25 G1 0 16" V8- LINE FILE AL COVE SECTION r SCALE: 1/4" = 1'-0" PREMANUFACTURED SLIDING DOOR --/ I I I I WALL SYSTEM BY FURNITURE VENDO COORDINATE EXACT HEIGHT OPENING REQUIREMENT WITH VENDOR PRIOR TO FRAMING CEILING. L ;ET) ADJUSTABLE SHELVES N.T.S. LINE OF EXISTING CEILING 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 n MAX. 24" O.C. BRACED TO EXISTING PARTITION BASE PER FINISH SCHEDULE PLAS. LAM. ON 3/4" PLYWD ALL EXPOSED SURFACES U.O.N. ;KSPLASH � PULL )STABLE SHELF BASE AS SCHEDULED ANOTE: NO SHELF IS TO BE PROVIDED WHERE CABINET HOUSES SINK/PLUMBING LOWER CABINET N.T.S. EXISTING PARTITION TO REMAIN RECESSED PERIMETER LIGHT FIXTURE CEILING PER--''���— E= SCHEDULE .SEE SPEC" (PATCH REPAIR GRID AS _ REQUIRED) LIC_'rHT COVE DETAIL SCALE: NTS USE ACCURIDE FULL EXTENSIONS GLIDES WHERE DRAWERS ARE REQ'D .11 BACKSPLASH (I'S. N` 1 AWER W/ ROLLER GUIDE OR PULL JUSTABLE SHELF BASE AS SCHEDULED 6" DRAWER EOFFREY SIGN GROUP, INC. SPACE PLANNING BI ® m ® m ® ■ INTERIOR DESIGN 9650 Spring Oak Drive Eu5b5, Flarlcla 327M TEL: 954-GO9-0682 FAX: 352--357-1 907 State of Florida LIc.: 113 0001 230 7ET TITLE DETAILS DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT 1-26-06 GEN. REVISION FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DES16N CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA 18 0001230 ARCHITECT OF RECORD MIC,HAEL S. WELL, AJA AR 13781 PROJECT # SHEET # 2048.00 A4-2 e -� oPENFICEFILE PL1 BASE &_ VERT. W/ PL3 TOP & SPLASH SEE CARPET BORDER FOR SIZE AND COL, CONFERENCE C3/B3/P2 C5/B3/P2 OPEN FFlCE II PLIO'TTE�LCOPY [ice I OFFICE Im a--_ EXISTING ELEC. OFFICE p SERVICE OFFICE �G�OFFlC _ ®OFFICE MEN OPEN11 AV WOMEN EX®OFICEtFE OPEN OFFICE _-- ou QSrGOFIEFCC8/B3/WC2 Y ®0ICIOWSUPK FFICE OPEVEA I I OP%P I Im SU®YSu ® M OFFICE ® Ow T4 TOPL.- - WC4 TACKABLE CONWE SEE CARPET OPEN BORDER FOR 06/B3/P2 SIZE AND COLORS C3/B3/P2 DOORS/FRA ES/MULLIONS ONE AND BASE ARE STAIN GRADR THIS ROOM — OPEN OFFICE OFF�E OF" OFFICE OFFICE OFFICE ® C6/B3/P2 ORE OU Im Im rim 06/B3/P2 C6/B3/P2 C6/B3/P2 C6/B3/P2 C /B3/P2 C6/B3/P2 NOTE: DOORS, FRAMES' AND BASE ARE STAI --GRADE WOOD THIS ROOM 0 TENANT FINISH SELECTIONS NOTE: ALL INTERIOR FINISHES TO MEET THE MINUMUM FLAME SPREAD CLASSIFICATION PER FBC TABLE 803.5 (3EOFFREY FINISH LEGEND FULLY FILAMESPREAD 76 EDZOO.GSMOKE DEVELOPEDbO REQUIRES CLASS C INTERIORFINISH ESIGN UROUP, INC. CARPET GLUE DOWN INSTALLATION _5 SHAW GLOW 50020 C-1 SHAW EVOLUTION #50913 COLOR: CERULEAN 13485 SPACE PLANNING COLOR 13485 HARBORING DESIRE C-g SHAW UTOPIAN 60515 ®INTERIOR DESIGN d COLOR: DENIM 43580 C-2 SHAW DESIGN SERIES IV #60296 1 9G50 S rin Oak Drive p 30 OZ. COLOR 96465 NET C-7 SHAW SCEPTOR II 50521 COLOR: SESAME 43755 EU5t15, Florida 3273G C-3 SHAW JEKYL II 5AO27 COLOR: HARBOURING DESIRE 27485 SHAW SHIMMER 5A0"17 TEL: 954-GO9-OG82 FAX: 352-357-1 907 C-8 COLOR: CERULEAN 17485 State of Florida Lic.: Ib 0001 230 C-4 SHAW SCEPTOR II 50521 COLOR: DENIM 43580 TILE B-1 PAINT GR ADE WOOD BASE T-1 GRANITO GRES MARTS FEDERAL MILLWORK PROFILE 219 PATTERN -�� I �VT1 BORDERR B3 BASE/P2 12" X 24" POLISHED 3 4" X 1_ II II I IS TYP. I OFFICE VT2 FIELD ® PAINT COLOR AZUL BAHIA A N ED COLOR Pl y OFFICE Bl/P4 I __ _ - 1 - oPET+T I ® REP: BARBAREE KING TILE & MARBLE COLLECTION o ® hTEN world ® ® (305)770-9298 B-2 PAINT/STAIN GRADE WOOD BASE�� o ®K ® I , FEDERAL MILLWORK PROFILE 229 `- o ® T4 I C4/B3/P2 C4/B3/P2 T-2 FLOR ORES NEWAY RECTIFIED GRAY 3/4" X 6" BEVELLED T2 13" TILE VT1 SIZE 18'X18' FINISH: MATTE UNLESS NOTED OTHERWISE PL1 BAS�VERT. ® T4 ® �n� _ orFFTCE O OFFICE C)E ON PLAN IE. POLISHED INSETS . (NOTE STAIN GRADE WHERE SPECIFIED ON PLAN) PL2 TOP SPLAS I ® ,, p [i,�� ( ) ALL OTHER PAINT GRADE, J� T-3 DAL TILE MATTE 6"X6" TILE COVE 1 - � I , COLOR 0714 STEEL B-3 JOHNSONITE 4 VINYL COVE BASE �_ r - C4/B3/P2 COLOR: CB-48 GREY -� Bl BASE- D 18 MATTE_ FI SH FIELD T2 C RP4 PAINT B1 BASE T-4 DALTILE NATURAL STONE_ COLLECTIO�i B-4 DALTILE VERANDA TO MATCH 18 POLISHED INSET TILES T2 SEE ELEVATION V/A4.1 FOR ® P4 PAINT T5 (COLOR�P�50(�STEEL) TILE APPLICATION THIS OPEN GRANITE "BUTTERFLY BLUE" G715 S Z 6X13 COVE WALL (T5 WITH T6 INSET BORDER) �E SUBMIT SAMPI E FOR APPROVAL WH C3/Bl/P4 OL++1 DALTILE VERANDA P500 1 T-5 COLOR: STEEL SIZE VARIES PER PLAN < OFFICE ®C3/Bl/P4 � • C4/B3/P2 RECTIFIE -t � (T-6 DALTILE GLASS REFLECTIONS 1 PLASTIC LAMINATE _ r �fi�frG.HLIGHT BLUE PL-1: FORMICA 7012-58 AMBER MAPLE OPEN PL-2: FORMICA 691-58 LAVA SPA F1 F1 ~ "` PL-3: FORMICA 7818-58 BLUE SOLIDZ o _ we MANNINGTON �-�� PL-4: FORMICA 7813-58 CARDBOARD SOLIDZ NOTE: WOOD BASE IS STA N-1 GRADE IN 100, 185,182, VT2 $302 GRAVEL PAINT 181 AND 178. OTHER AREAS PAINT GRADE Tl POLISHED TWO COATS I I pX%�; VT-2 MANNINGTON / pop��.LI1:7 FLAT FINISH AT WALLS CEILINGS d I ®E BRUSHWORK A SILK SEMI -GLOSS AT DOORS & FRAMES(WHERE APPLICABLE) o� T4-`0 SEMI -GLOSS FINISH AT TOILET ROOM. AND 12X24" POLISHED BORD R T1 [i?z1 BREAK ROOMS 18" MATTE FINISH FIELD T2 - C5/B2/WC1 ��_3 MANNINGTON TOILET ROOMS: EPDXY PAINT FINISH AT ALL ,18" POLISHED INSET TIL S T2 112 PEWTER T1 POLISHED j L) T4 OFFICE91 R OF FICE OFFICE OFFICE ® ® 0'F� ® 1L�� J! 3 C5/B2/WC1 B1 C6/B3/P2 C6/B3/P2 C6/B3/P2 CG/B3/P2 C6/B3/P2 04/B3/P2 WC1 12X24" P Ic ED BORDER Tl 18" MA FINISH FIELD T2 18" P I ED INSET TILES T2 0-V I\ RM. DESCR. FLOORING BASE WALLS MIK. -_ .. /- �AZlrrE_ , REFLECTIONS .3"X6" T Ir I � IF 100 ENTRY T1 BORDER, T2 FIELD (45D) B2 WCl MAPLE WITH T4 TOP STAIN GRADE BASE & DOOR FRAMES THIS ROOM PAINT SOFFIT P5 101 RECEPTION C3 131 WC 1 "102 OFFICE C6 133 P2 - '103 OFFICE C6 133 P2 104 OFFICE C6 B3 P2 105 106 107 108 OFFICE OFFICE OFFICE OFFICE C6 G6 Cq C5 B3 B3 B3 B2 P2 P2 P2 WC 1 '109 OFFICE 'C� W/ CARPET BORDER B2 WC1 SEE CARPET BORDER DIAGRAM THIS SHEET 1 10 OFFICE 82 WC 1 111 OFFICE C4 83 P2 112 OFFICE C4 B3 P2 1 '13 OFFICE C4 B3 P2 114 OFFICE C4 B3 P2 115 OPEN OFFICE C3 B1 P4 116 CORRIDOR C3 B1 P4 117 118 COPY/COFFEE FILE VT1 W/ VT2 INSETS VT3 B3 B3 P4 P2 PL1 VERT W PL2 TOP & SPLASH PROVIDE ALTERNATE COST FOR VT4 FLOOR 119 E C ASST, C3 B1 P4 120 121 NOT USED jt CORRIDOR T1 BOR R W/ T2 FIELD 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 B3 P2 128 CORRIDOR 12" VT1 BORDER/VT-2 FIELD B1 133 P4/P2 SEE PLAN AB C- r0 APPLICATION OF PAINT 129 CORRIDOR Cl B3 P5 130 OPEN OFFICE Cl B3 PL1 VERT W/ PL3 TOP & SPLASH 131 CLOSET C2 B3 P5 132 OFFICE C2 B3 P5 133 SERVICE 7:7�3 B3 P4 PL4 AT TRANSACTION LEDGE 134 OFFICE J`C- B3 _ P5 135 OFFICE Cl B3 P5 136 OPEN OFFICE Cl B3 P3 137 OFFICE C2 A B3 P5 138 OFFICE 1 B3 P5 139 BREAK ROOM VT3 B3 APL1 VERT W/ PL3 TOP & SPLASH 140 141 WOMEN MEN ING EXISTING EXIST'G EXIST'G rP-6 P-6 PATCH/REPAIR/MATCH EXISTING FINISHES AS REQ'D FROM DEMO/NEW CONSTRUCTIO REPAINT ALL WALLS PATCH/REPAIR/MATCH EXISTING FINISHES AS REQ'D FROM DEMO/NEW CONSTRUCTIO REPAINT ALL WALLS 142 AV EQUIP. C1 B3 P5� 143 144 145 SUPPLY TRAINING OFFICE C1 C1 Cl B3 B3 B3 P5 WC2 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 C1 A B3 P5 PLYWOOD TO +48" TO MATCH EXISTING WALLS SHOP SIDE 152 OFFICE 1 1 B3 P5 ,9OD' 0 +4 "�1`� TeII� Y�1� WALL OP SIDE 153 OPEN OFFICE C3 B3 P2 v ( PL1 BASE & VERT. W/ PL3 TOP & SPLASH 154 OPEN OFFICE B3 P2 '155 OPEN OFFICE C3 B3 P2 156 OFFICE G6 B3 �F2 '157 OFFICE C6 83 P2 158 OFFICE 6 B3 P2 159 PLOTTER/COPY C3 133 P2 0 CARPET BORDER ESSENTIALS TOILET ROOM WALLS ��_4 MANNINGTON P-1 I.C.I. COLOR 616 DORIAN GREY ExEc�ouNOE NATURES PATHS PLANK (TYP. AT BASE, DOUR FRAMES, TRIM) 12188 APPLEWOOD NATURAL C5 FIELD 4" X 36" P-2 I.C.I. SEED PEARL COLOR # 2009 B2/WC1 INSTALL VINYL TRANSISTION STRIP AT THE P-3 WOLF CORDON SCUFFMASTER PAINT FOLLOWING TRANSISTIONS: CUSTOM COLOR WITH I.C.I. SWISS WHITE CARPET -VINYL TILE COLOR # "1316 CARPET -CONCRETE. �RPET 1 P-4 WOLF GORDON SCUFFMASTER PAINT INSTALL 1/4" POL CHROME TRANSITION STRIP AT THE CUSTOM COLOR WITH I.C.I. P-2 R FOR 1 } FOLLOWING TRANSITIONS: BASE AND FLECK COLOR ND COLORS OF P7-A-�SUBMIT THP E STRIKEOFF SAMPLES 1 CARPET - PORCELAIN CERAMIC "FILE R APPROVAL: '� ✓ �� - NOTE: FLOAT FLOOR FOR SMOOTH & LEVEL TRANSISTION PROVIDE SEPARATE LINE ITEM COST DEDUCT FOR PORCELAIN CERAMIC TILE -CONCRETE TRANSITIONS SHALL A)ALTERNATE BI-COLOR TEXTURED PAINT -� HAVE BEVEI I ED TRANSITION STRIP FOR MAX. 1 /2" FLOOR B)SOLID COLOR PAINT HEIGHT CHANGE FOR ACCESSIBILITY. _W LIEU OF �SCUFFM YER. -� 1 P-5 7C.1. SWTSS WHITE L'QLOR # 1316 P-6 MATCH EXISTING WALL TILE "WTC" �� t 1 P-7 I.C.I. PIN5.'.TR1PE COLOR 6�C? CONTRACTOR SHALL PAINT SECTIONS OF PARTITIONS 1_ DALTILE GLASS REFLECTIONS 3"X6" FOR DESIGNER/OWNER APPROVAL PRIOR TO GR04 TWIGHLIGHT BLUE t. ORDERING FUJv B GINNING WORK. j UPHOLSTERED ' PANELS' » DALTILE GLASS REFLECTIONS 1'X6 WALLCOVERING TRACK-TEX BY DFB, INC. COLOR GR05 ALMOST AQUA CONTACT: GARY FEIN WC1: WOLF GORDON SERENANDE TEL: 954-675-7094 DAL TILE T-5 13' WALL FILE ABOVE AND BELOW WITH SND4572 MIST WC2: WOLF GORDON FOUNDATION 11 MATCHING 6" COVE BASE AT FND 4009 QUARTZ BOTTOM AND BULLNOSE CAP AT TOP. (REFER TO TOILET ROOM WC3: WOLF CORDON TERRACE SCROLL ELEVATIONS) WC4- ,1�T WOLF GORDON S R NANDE 0Q1,0TO``J TL_ECTED 1 WC5: WOLF GORDON ERR'- TOILET PARTI- r '�-� f �_ r WINDOW TREATMENTS TCE7-1222 ELECTRA TOILET PARTITIONS ARE EXISTING. THEY SHALL ALL WINDOW TREATMENTS SHALL BE BE REMOVED, CLEANED, WORK OR RUSTED PARTS REMOVED AND REPLACEDPWiTl<I FAUX WOOD CEILINGS REPLACED/REPAIRED AS REQUIRED AND RE -INSTALLED �1AP,LE-14plISld�ftt�FERS. - TY(�Tlf UG IN THE EXACT CONFIGURATION AFTER FLOOR FINISHES HUNTER DOUGLAS WOOD MATES 2" SEE SHEET A2-4 FOR CEILING TYPES ARE INSTALLED. SUBMIT FINISH CHAIN TO INTERIOR DESIGNER AND APPLICATION FOR COLOR SELECTION RM. DESCR. FLOORING BASE WALLS MILLWK. 1 I NOTES 160 OPEN AREA C3 B3 4 1 OA— FIL RM VT3 B3 P2 160B CONFERENCE C P _L_Q.R R P2 162 OFFIC ICE C6 C6 B3 B3 P2 163 TELECOMM. EXISTING EXISTING P2 164 165 166 167 168 169 170 OPEN AREA SUPPLY .� SUPP Y T lOMM. SUPPLY _ OFFICE WORKST. C3 3 C3 NG C3 C3 B3 B3 B3 B3 B3 B3 P4 P2 P2 P2 P2 P2 - PROFESSIONALLY CLEAN EXISTING FLOOR �\ 171 172 COFFEE/SNACK MEN RIILE 13 T5 2(T"`'FILr�`' '��� ` Bl g4 P4 �T�(13" PL1 BASE & VERT. PL2 TOP & SPLASH ORAtdI T LA COUNTER FULL BACKSPLASH THIS ROOM P FE ONAL�LEA , REP IA R R1�PL2\, WORN PA D REINSTALL TDft�lSA TITOINS. 173 WOMEN T5 20" TILE B4 WTC/T5(13")/WC T4 GRANITE TOP AT LAV C E^ PROFESSIONALLY CLEAN, REPAIR, REPLACE WOF� PARTS AND REINSTALL TOILET PARTITOINS. 174 OPEN AREA C3 B3 P 175 176 177 178 COPY/FAXINSETS, OPEN AREA, VESTIBULE C3 cam,. T2 W/ POL. INSETS B3 Bl B B1 P2 P4 P4 179 CLOSET T2 12" B3 P2 180 181 NOT USED CONFERENCE BORDER(SEE ABOVE)W/ C5 FIELD B2 WC1 MAPLE CABINETS W/ T4 GRANITE TOP UPHOLSTERED TACKABLE PANELS BY TRACK- EX IN MATERIAL WC-4 182 OPEN AREA T2©45D W/ INSETS & BORDER Bl WC1 183 OFFICE C6 B3 P2 184 CLOSET T2C9)45D B3 P2 185 CORRIDOR T2 SEE PLAN B1 WC1 186 COPY/MAIL VT4 B3 P2 PL1 VERT. PL3 TOP & SPLASH 187 OPEN AREA C3 Bl P4 f 188 OFFICE C6 B3 P2 189 OFFICE C6 B3 P2 190 OFFICE C6 B3 P2 191 OFFICE C6 B3 192 OFFICE C6 B3 P2 SHEET TITLE FINISH SCHEDULE DATE REV# DESCRIPTION 10-21 -05 FOR PERMIT 1-26-06 FOR PERMIT FILE: DRAWN BY: PAG INTERIOR DESIGNER OF RECORD INTERIOR DES!G'N CORPORATION PAMELA A. GEOFFREY, PRESIDENT GEOFFREY DESIGN GROUP, INC. ID 0000 253 STATE OF FLORIDA IB 0001230 ARCHITECT OF RECORD MICHAEL S. NOELL, NA AR 13781 PROJECT # SHEET # 2048.00 A5 E�IS,RNG N �ZE Efo .IS,�NG E R N E NNE fo NENOF P � 1�OPER 51Z GONT EGIENOEF PR N fNS IN � l SANI�AR� I � E �i ><I5ING P�� � 3 V� ,5AN NE GO �'SAN N11AR� E�ISING SA EX15ING 0 `rN 1I G NE'� PROPER E�S�N CONN ONE OF - -'' vNlo VfN1 - ' ' I 2rOP�? ' 3,5AN NE GOON o Gp0 � NE pF �N ems'' 5ANl Glrj� 'y 5ANI1ARy E�ISING 305AN N SANITARY WASTE AND VENT RISER DIAGRAMS SCALE: NONE E�ISING 1° tY' ERN SIDE NEy1 PRpP GONT EUNE OF i� G Gy✓r �� EXI5IN YrNW � �4rGwr x 5A5A A 1 000 I ( rGylr fad rG� y Vyrl -4\ OW, SING G E� 3o0 a w ,oP�E I p° I�cG,. I _ 0 I, k� yr°r SHAG . y�1N GGFF t� DOfR Y NE I I�.0 , �'G rjVV NEB, 3� Ovr E Nay t,o UriTEa G0 \\ EMI � • �. >> Y% �° tag A f G 5 GOP t,9 5A 5A 5A DOMESTIC WATER RISER DIAGRAMS SCALE: NONE SCALE: 1/8"=1'—O" -V Ilk in ....... 11��iii[N FOVE 4 VIP 'GWNE FI ,Gyl E FIB Nyy �j,U IN Y. D KEY NOTES Q EXISTING FIXTURE TO REMAIN. O2 CONNECT NEW EWC-1 TO EXISTING SANITARY, VENT AND COLD WATER LINE. 0 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). 05 CONNECT NEW UR-1 AND UR-2 TO EXISTING SANITARY, VENT AND COLD WATER I INF. REVISIONS DATE 1Q REVISION 1 1/24/06 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pelflo.com E—Mall to: pel®pelfla.com, Copyright — All ideas, designs, methods,and plans indicated or represented by this draiwing 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. 1 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. 01 < 0M C)LL Z 0 DRAWN M.J.P. CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET PAGE 3 OF SHEETS —f- s REVISIONS DATE Q REVISION 1 1 /24/06 ,-1 IV __z_ _z_ PHASE 1 P HVAC DEMOLITION PLAN SCALE: 1/8"=1'-0" GENEML 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 O1 REMOVE SECTION OF DUCTWORK. �2 REMOVE FLEX DUCT AND DIFFUSER/GRILLE. REFER TO GENERAL NOTES ABOVE, O 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. TYP. 14x14 r, PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.pefflo.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 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. 1I 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. • a •, < - • U. • �- • __ _ DRAWN M.J.P. CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET M2'0,3", PAGE 2 OF SHEETS REVISIONS DATE Q REVISION 1 1 /24/06 RENOVATION NOTES 0 DISABLE ELECTRIC HEATER IN EXISTING UNIT RTU-1. REPLACE HEATING CONTROL WITH CHANGEOVER -BYPASS VAV SYSTEM CONTROL. 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. 0 SEAL END OF DUCT TEMPORARILY AT FIRE DAMPER DURING PHASE 1 CONSTRUCTION. 0 1 © REMOVE END GRILLE OF EXISTING DUCT AND CONNECT NEW DUCT SECTION. PROVIDE BALANCING DAMPERS AS REQUIRED. / 1000 CFM�- __.__ ° I -�- 000 CFM 1 2000 CFM III � I-- _ I cV I �� { {iEXIST. { - E rJ RTU-15 / I I I (ON ROOF) 013 �i��®„PHASE, I ,N 185 CFM � {2185 CFM I L..,,�.,-.,,�„_„ „o„_„®„YD l`DL SERVICE OFFICE XISTING ELEC.` � 1160 � � �^ � 200 t 33 t 32 '-�. 220 , � 1 ro G I Fp - 8x10 10x10I g�--- ��f I A�� 80 � 30 I 130 B 130 v g 130 I / I 390 390 AVEGtUIP. �� ) r »J B 1 B a 131 1160 p 390 I 142 ! _0U �J u �0 .Q L� H 100 `1' )))))»»)»))>> Jr FICE H G f I D H jam. jam, I C • , o - UC 80 i� ► T-- i OPEN AREA � I' MEN t 136 � OFFICE `D �x `D - �` ,^'�, � co B 20Q (((((((( �; WOMEN x 0 o Q�j( N / N ;--j 1ao 18x10 13a 18x10 18x10 ,- II TRAINING i^- ^ r --•� »- .. ----- B 150 I o 6"0 UP TO ROOF rr ,44 I I I \1 -_ '" X Co I EXIS �- Orr ICE � r` i DISCHARGE CAP 0 s i4x12 18x14 --- 14x14 12x1 _ CN B 4 �!~ - ---- --- -- ----------- ♦-------- 6O0 ,- - _ r, EXIST. UC 1 Fir ♦---- -- --- I - _ �`�TJ L J 750 )))))))»)»))>>> � RR �( I 1 I t_ 0 565 x O ROOF)-\28x12 22x6 COUNTER EF-3 UC 80 t J I cX I I o G o I I 565 ^ t` M PSI K 60 CFM —� A t aO '� i i o a— 1 �014x14 �� G 1a9 \ I �I r 1 _ RTU T12 10x8 - I- i �f H 13D H �T30 I I� 14x14 150 12x12 1 OFFICE I T OFF E .� -� �- - OFFICE ��� , I EX S G t , : N ROOF I =- �I 1 � - ___I B OFFICE (� 1 as �. 1,s -� -� ( ) . 152 151 L I % % �I `L` T10 14x12 10 24x8 DN B 130 80 t L_-_ 10 ALL OFFICE 150 r B 130 I gO--- I � � UC �� � � � SUPPLY � \ `�" 150 [i3a `��' �� ) 130 � --�� I 390 p 390 1 100 300'� B l 'J OPEN OFFICE 16x16 UP TO x D D K ' 150 i �h DISCHARGE HOOD N I 120 120 �(�CC3 EXIST. �,i/ 1Ox6— B B 1 5 < ROO 130 130 CORK. �50 � B 8x6 8x6 QF -- FQ EXIST�G OFFICE I o- I r , 3� B 12s - ---- --- ON ROOF O I I ( { 1a 950 RTU-10 �- I FD " K 154I ^.`:�f3A� — - 8x10 8x10 8x10 �— ON ROOFVa„�._ r ,Q-... , , _ - ..o, - , � 200 , 18x10 18>S12 r - - 1 (° I'� I i' EF-2 OPY F { (I 7 B ( \✓� 170 55Q� _ �5 C 175 130 CORR. \ /GRAVITY RELIEF\ 300 J �� o ©-- { `I % 2400 FM ( B DAMPER SET 300 280 B 185 OPEN �>> X X 130 _ I u u It u / 160 ��F-, (( l� �— t -` OFFICE { \ - r �� r �� I I - _ , , ... , B 125 FT-, (((c ac (IlIl ,2a ® 0.08" SP \ a co 1 ss w I g I_ ��1 y_ �� „ I w g W o >l� t I I TELE cv I I 200 �, �! _ �.-2001 I r W 130 ."„ jIC Cc(((((((F - 1------P))»)�j i� B 185� 167 475 )»»»») B r -, m_ .. [�J (�I G Raaf( ))))))) D COFFEE SNACKS a4 �j = I ^ �,- W� MF_N t� °� OPcI�) AFZEA ^ � ^_ / H iD CV 1 .^. , 280 G EXIST. - o t 71 — �i �.. .poi. �. _ 7� 17a L -150 X 1 OPEN OFFICE OPEN r. A t = b � � RTU 99 x I I N. <i( �I I `%� rd 12x10 6x10 r - u - B o 300 ► I 153 (�---- 12x6 00 130 *,: r I , .. 150 c� C I 160 :� - 1 112x1 '� B xl ^ l� - u J o B x �- t 1 785 _._ —_.___ __-._ _ 20x14 18x14 (ON ROOF) I _ I i,� ` r� _ r( V G - =-- -= r---r- ----- _ KJT EXISTING rl�� I_ (( �. OFFICE G \ I II IF I o r -1 I �� �� I ((3) OFFICE t 72 T I N 12x12 t I I 40, I V �, - J I 130 OFFICE 113 - x I X I .. t I c-r A�j ))))))) I � I (ON ROOF) -•--A IIG�II � �B . i 1a o � I I N F-------- ---,;, - , �- - - -- ��a ` 250 t �- � I �- ® I .� � H 130 0 )))))))))» I 12x10 . I I I Ha- I j 00 H is I _4 r. c� 18x12 LOFFICE TELECOMM i A UC�^ : t,,oBQ %, g 150 N VV- I �\\ f'� `� x { 3 F` -160 B 125 �f Cl VF14X12 16x12350 �3Qp_ I - J .. t 62 I o � - W w� J 1 ox1 o i r ��- I x �— `J 1170 oo L�-I �. H 130 130 ts3 i X ss 6 8 .. 1Ox12 ® --___ -- - - H _ - { o 7 ` __ ao H U_�J -10.2 _ - I C((((((((I-i j-\YJ __ )) 240 240 `� �((((((( '- r, v = N / 00 —®� , W 1.1 v i x lOx4 o I OPEN AREA X I B OFFICE i �( A 100 x CORR. o °O 200 r la-G 1010 \ 115 VV ��- t 1 300 1Ono E 130 B 130 ^ 2--50 ( L�1 14x10 VV �°D., ' ' 177 &- I 200 � ((((((((((CC((- 1 SUr I x10 calla( ) 8x1 14 1 ON ROOF) 1 s6 _ _ W- �— `�� ,- a, 300 N C 300 EXIST. ) 200 o Y�12 (� _ _ ( Ek �` x W 1.2. fv OFFICE { r - \ B �� .X Lo.% HI 8x10 8� 11X AN. CLO. J% d - RTU-6 - - - J OPEN OFFICr G 785 cD 00 -I-co- - 79 W )))))� �l�/H 12a D+� 8x14 11 t ON ROOF) N I 15a 200 200 x ., x I 8x12 i W _ W1.3 z X i B (((( o ® o I - 4 OFFICE I xh x °D VV _ 28x20 350 24x14 1010 r ---- ))) � G W '- EXIST � .- I�— W-1. VV I ON ROOF r =t00 150 20x14 C 250 0 ( ) ��y �---- I �\ \ j K B I _ 1 300 i i _ __ _ �__ - - - - - - w - - - ev - - lU 1--- - - 121 250 (yV-10 6 - �° - COPY/COf =. % - EXIST. 1 3 v - _ �J - �J _ _ _ _ - — _ - - - 120 " - - 120 - - - - — ( 32x16 -- - 2ox12 - t t 7 -t ON ROOF) FLUTTER COPY /200�Do /�200� E ✓® X Tr^ ( —200— I I I� 200 g 200 OFFICE I L F ,� x BV-1.1 ara,r,r� t59 �/ U �� 200 N CONFERENCE I4 I `—� B — -- ~°° 130 1_3 a ((((((fit 1�if1 0 ' � C 250 OPEN ARE{(. IIIQII � " �� _ � A 100 ))))))))))»)»)) I— - I �— I 176 LEI '1 /�— 300 IQ-- 28x14 ® 80 »)» I L'x _J 1010 � 140 ` I ` CORR. T 785 10x6 OPEN AREA 00 I I o I E� I uvtjsox ® I °xo EXEC. ASST. Sx10 t is1 N a BMW-, ---g150 la7 I 11 120 00 120 OP�N82 RrA srs COPY MAIL 8X10 I , t9 Wn1.5 1OX z--- �— x I I N00 co 0 ,a6 <c(c( w 12x10 8x10� ^ - OFFICE I mx o 250 r� o - 15a 80 R C i v X t OFFICE EXIST. u ti/ v r `W-1.6 v EXIST. - 18x14 8x10 18x12 28x14 R N_8(E (x v v OFF ICE W1.8 ON ROOF) �L - - OPEN OFFICE G 785 �\ J ON ROOF) 120 E 120 0 { f� )))))� I H 130 1zz VV /�Iq PP h. W 0 0 1 Jj { G 6x8 o N I� B 200 � t CORR. �300� 360 / 200 K IU7- _ B `121 W W-1.7 w I �50 � i t �J � ��, - B 200 200 EXIST.(=�_ r--- - - B 1 • B B ( � a I t 150 �� - - - _� �— B�— RTU-4 �--.� 4x8 4x8 �.� RTU, 33 ----p))))») �/ OFFICE ` :] ~ ~ ` ~ _ (ON ROOF) 100 E 80 CORR. 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LOUNGE zr(�, 1s2 �< ,00 u tos _ 1� 1�F3-j �� ,as � 130 � { 250 250 250 300 450 C 250 �25� q 250 OFFICE 250 200 �25� /_ �_ ©--- C�— C� Q rn Q how 0 1 i C) O CO 1 I � ' o HVAC RENOVATION PLAN cU w 1 0 J C C E 0 PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 4-07.246.1688 FAX 407.246.1664 http://www.patfia.com E—Mall to: pelOpelfla.com Copyright — All ideas, designs, methods and plans indicuted 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, urrungernents, 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. 2 1 - _. LLLL • • DRAWN M.J.P. CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET PAGE 3 OF SHEETS I •1 SEAL AIRTIGHT WITH GLASS FAB AND MASTIC SEAL AIRTIGHT WITH GLASS FAB PROVIDE CONICAL FITTING AND MASTIC SUPPORT BRANCH DUCT (TYPICAL) STRAP SPIN -IN FITTING WITH PIVOT DAMPER VOLUME DAMPER (VD) QUADRANT DRAWBAND CLAMP BEARING ---�� /� LOCKING LEVER RECTANGULAR DUCT ANGULAR I TAP COLLAR 77�45' ANGULAR MAIN DUCT TAP COLLAR AIR FLOW(SUPPLY) T-BAR FRAME INSULATED FLEX DUCT - CLASS 1 CEILING MAIN BRANCH CEILING DIFFUSER SEAL AIRTIGHT BRANCH DUCTWORK DETAIL SPIN -IN COLLAR FITTING DETAIL WITH GLASS FAB SUPPORT SCALE NOT TO SCALE NOT TO SCALE AND MASTIC (TYPICAL) STRAP _7 1 1 /2" MIN. X-*"- STRAP HANGER�SPIN-IN COLLAR DUCT SEAL ALL JOINTS. 2%2"x4" BY 22GA. ANGLE AT BOTTOMol CORNERS. >< 4 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 LENGTH OF FLEX. DUCT t 8'-0" #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. FLEX DUCT \-FASTENING STRAP FLEX DUCT J ' FASTENERS NOT PERMITTED DUCT TO PENETRATE EXHAUST OR DRYER VENT DUCTS. MAINTAIN RADIUS OF BEND TO NOT LESS THAN ONE DUCT DIAMETER FLEX DUCT RIGID ROUND DUCT DUCTWORK SUPPORT DETAILS NOT TO SCALE --- FLEX CONN (TYP) TRANSITION ---�. �- TRANSITION RA SA SD NOTE: \_90' ELBOW WITH 1. BALANCE RETURN AIR & OUTSIDE AIR TURNING VANES TO CFM QUANTITIES SCHEDULED (TYPICAL) PACKAGED ROOFTOP UNIT DETAIL NOT TO SCALE (CONSTANT VOLUME SYSTEM) �rn-rr r TRANSITION -� RA I /III \ I BV BYPASS DAMPER-` NOTES: 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. FLEX CONN (TYP) J`- BYPASS CONTROLLER SA TM SD - 90' ELBOW WITH TURNING VANES (TYPICAL) ROOFTOP UNIT DETAIL (RTU-1 + RTU®10) NOT TO SCALE (CHANGEOVER -BYPASS VAV SYSTEM) TOP OF ROOF TOP OF ROOF MAIN DUCT TURD (TYPI ELBC COR G SEAL AIRTIGHT WITH GLASS FAB INSULATION SEAL AIRTIGHT FLEX DUCT MAXIMUM ALLOWABLE ( C ( LENGTH OF FLEX. DUCT 8'-0" INSULATION MAIN DUCT CONICAL TYPE SPIN -IN FITTING SEAL AIRTIGHT T-BAR FRAME FLEXIBLE DUCT SAG NOT TO EXCEED 1/2" PER 10 FEET MAX. CEILING THROAT TO BE A CEILING DIFFUSER MINIMUM OF 1 x DIAMETER NOTE' PROVIDE TAPERED RECTANGULAR TO ROUND SIDE TAKEOFF FITTINGS WHERE DUCT DIMENSION DOES NOT PERMIT CONICAL FITTING. FLEX DU1 UNEi DIFFL HARD CEILING TURNING VANE DETAIL NO SCALE %.uww 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 63.8 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 1 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 TDC060C4 TDC060C4 TDC060C4 TDC060C4 TDC090C4 TDC036C4 TDC090C4 TDC075C4 TDC090C4 NOTES: I. ROOFTOP PACKAGED A/C UNITS ARE EXISTING. DATA INDICATED IS FOR BALANCING PURPOSES. VERIFY INDICATED MOTOR HORSEPOWER AND HEATER KW QUANTITIES. 2. - - PROVIDE VARIABLE BL I VOLUME SYSTEM 0 S R A E AIR V ME (VAV) Y TEM 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 LENGTH 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" 12-1/2" 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 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 ffFUSIEBLE DUCT DAMPER FRAME J ANGLE IRON SHALL NOT BE ANCHORED TO WALL ANGLE IRON & FASTENER DIMENSIONS LENGTH 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 EXPANSION CLEARANCE 1/8" PER FOOT 1/4" 0 BOLTS OR 1/2" LONG WELDS. MIN. OF TWO FASTENINGS PER EDGE. rl ACCESS DOOR BREAKAWAY DUCT CONN. TO SLEEVE. PLAIN "S" SUP 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 Q LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24"/6"0 STEEL WHITE TITUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24"/8"0 STEEL WHITE T1TUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24"/10"0 STEEL WHITE TITUS TMS - © LOUVERED FACE SUPPLY DIFFUSER 20 0.04 24"x24"/12"0 STEEL WHITE TITUS TMS _ - EO LINEAR DIFFUSER 20 0.06 2 SLOT, 4 FT. LONG STEEL WHITE TITUS MPI-38 8"0 INLET QF 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 350RL OPPOSED BLADE DAMPER O CEILING RETURN GRILLE 30/20 0.08 24"x12"/22"x10" STEEL WHITE TITUS 350RL OPPOSED BLADE DAMPER QI CEILING TRANSFER GRILLE 20 0.04 24"x12"/22"x10" STEEL WHITE TITUS 350RL - JO CEILING TRANSFER GRILLE 20 0.04 24"x24"/22"x22" STEEL WHITE TITUS 350RL - O CEILING EXHAUST GRILLE 30 0.08 24"x12"/22"x10" 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 NO. NOTES KW VOLTS PH VV-1.1 ZONE DAMPER RM 112, CORR 128 8"0 150 550 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 VV-1,4 ZONE DAMPER RMS 116, 117, 118, 119 10"0 200 650 2 277/1 TRANE VCEF10 1 VV-1.5 ZONE DAMPER RM 110 8"o 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 108 840 150 500 2.5 277/1 TRANE VCEF08 1 VV-1.8 ZONE DAMPER RM 107 6"o 120 300 2 277/1 TRANE VCEF06 1 BV-1.1 BYPASS DAMPER EXIST. RTU-1 16"A 6" - 3500 - - TRANS VARA2RJ 1 VV-10.1 ZONE DAMPER BREAK RM 171 6"0 80 260 - - TRANE VADA06B 2 VV-10.2 ZONE DAMPER RMS 169, 170 8"o 130 460 - - TRANE VADA08B 2 VV-10.3 ZONE DAMPER RM 183 8"0 100 350 - - TRANE VADA08B 2 VV-10.4 ZONE DAMPER COPY/MAIL RM 188 8"0 150 500 - - TRANE VADA08B 2 VV-10.5 ZONE DAMPER CONF RM 181 10"0 200 720 - - TRANE VADA10B 2 VV-10.6 ZONE DAMPER OPEN RM 182 8"0 80 440 - - TRANS VADA08B 2 BV-10.1 BYPASS DAMPER EXIST. RTU-10 14x12 - 2300 - - TRANE VARAIRJ 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 OR MARK TYPE AREA SERVED DRIVE CFM ESP. RPM MFR./MODEL NOTES HPOT� 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 2,4,5,6 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. REVISIONS DATE Q REVISION 1 1 /24/06 PENINSULA ENGINEERING INC, 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http://www.poiflo.com E-Mall to: pelOpeiflaxom 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. kkl These documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. CHECKED A.M.T. DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET M4 PAGE 4 OF SHEETS X � / REVISIONS DATE Q REVISION 1 1 /24/06 APPROVED MANUFACTURERS FOR LAMPS: SYLVANIA, GENERAL ELECTRIC OR PHILIPS. RENOVATION LIGHTING PLAN SCALE: 1/8"=1'—O" GENERAL LIGHTING NOTES LIGHTING PLAN NOTES 1. PULL UNSWITCHED HOT CONDUCTOR FROM LOCAL LIGHTING CIRCUIT O1 FEED FIXTURES FROM EXISTING, LOCAL 277V LIGHTING CIRCUIT. TO EMERGENCY EGRESS LIGHTS AND EXIT SIGNS. FIELD VERIFY EXACT CIRCUIT NUMBER. RUN 2#12 1#12 GND — RUN 2#12 1#12 GND — 3/4" C. 3/4" C. DO NOT EXCEED 4000W PER 1P/20A CIRCUIT. 2. THE EMERGENCY EGRESS LIGHTING SYSTEM SHALL BE IN FULL �2 CONVERT EXISTING FIXTURE TO 24 HOUR NIGHTLIGHT AND COMPLIANCE WITH NFPA 101 ARTICLE 7.9.2.2. EMERGENCY EGRESS LIGHT. CONNECT AHEAD OF SWITCH CONTROL, AND PROVIDE EMERGENCY BALLAST AND 1400 LUMEN 3. VERIFY FUNCTIONALITY OF EXISTING LIGHT FIXTURES WITHIN SCOPE BATTERY BACK—UP. 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. PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 EB 3089 VOICE 407.246.1688 FAX 407.246.1664 http: //www.ppelfla.com E—Mail to: P.;111lfla.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 ewithoutthe written permission of Peninsula ng, 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. • a: Z 1 __ ,, . _ cr LL 0 W(r a: z < 0 0 • ,. LL • DRAWN MAT CHECKED DAB DATE 7/28/05 SCALE AS NOTED JOB NO. 05290A SHEET E 2A"6 PAGE OF SHEETS REVISIONS DATE Q REVISION 1 1 /24/06 RENOVATION POWER PLAN 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. POWER PLAN NOTES 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. �2 PROVIDE FLUSH MOUNTED FLOOR BOX WITH POWER AND TELE/DATA OUTLETS. COORDINATE EXACT LOCATION WITH FINAL FURNITURE LAYOUT. �3 PROVIDE NEMA L6-30R RECEPTACLE. RUN 2#10, 1#10 GND — 3/4" C. �4 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. U5 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 120V RECEPTACLE CIRCUIT. �7 CONNECT PROJECTOR SCREEN AND CONTROL SWITCH. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS. O LOWER EXISTING RECEPTACLES TO 18" A.F.F. O9 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 3089 VOICE 4-07.246.1688 FAX 407.246,1664 http: //www.pelfla.com E—Mull to: pai®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 perrnission of Peninsula Engineering, Inc. �C David A. Burger, PE, FL Reg. No. 47146 CThese documents are conceptual and are being submitted in order to receive Building Department review, comment, and interpretations, and are not completed construction documents. 0 r. Z W < a1, 0 •' DRAWN REK SYSTEM I _j1 cc h WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA I HYDRAULICALLY DESIGNED SYSTEM "TYPES OF SPRINKLERS FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO_ LOCATION 'P=—.N- AREA 181 SYMBOL QUMTIT( K-FACTOR THREAD TEMP. MAKE & MODEL TYPE FINISH ESC. DATE OF TEST: 11121vi RATED CAPACITY: 1_= ELEVATION ;"-1 llhl" EIRANC {LINE ;aC)H. -!0 HAZARD Llta1 iT NO. OF SPRINKLERS 5 Q+ �% 1=.0 31-Fr" 155 TYCO EC 14 SSF--' C: €R RED:: y "TIME OF TEST: 1C�:0€7rAI,I RATED PRESSURE: e TOS =TOP OF STEEL J-�,�"'-_!" 2 y e S fP,€�Ee;,_<I,iAIiJ� iEi E,.FL SPACING 4vU DENSITY .10 � A. 3 5.3 1i2t' 15, TYC©TY-FRE S.SP CHR R WC STATIC PRESSURE: 53 PUMP TYPE: G = GROOVED PIPE END K FACTOR '14,n DESIGN AREA 1500 +_; ?-2-1 8.0 3•: 256 EXIST. Vie GM SSU BR RESIDUAL PRESSURE: 33 WELL PUMP T =THREADED PIPE END INSIDE HOSE GPM DISCHARGE 498.33 _'% I lZ 'w.a 3f:" 155XI'S`. C=`TYPAL=_u LH G`�P CH i GALLONS FLOWING: 1209 GPM AVAILABLE: F = FLANGED PIPE END ALt- GRV. COUPS. & FITTINGS FIRE —LOCK OUTSIDE HOSE 100 RESIDUAL PSI AT C ' `! -35.15 52 HEADS THIS S'H-ET TESTED BY: ?MSS PSI AVAILABLE: C-C = CENTER TO CENTER RACK GPM KEY PLAN! )iUCINC C EXISTING SYSTEM ABOVE EXISTING 1" OUTLET 1xCLOSE NIPPLE CEILING RELOCATION DETAIL NOTE: ARMOVERS OVER 2'-0" REQUIRE A HANGER. F LO MAINS W/ 'ERFL❑ GRIDLINES CILITY. 'ISER LOCATION :ISER LOCATION :NG 3' MAIN WITH UP OF RISER TO 'ISER LOCATION AREA HANGER LOCATION DETAIL IPE SIZE A B* 1" 3' 0" MAX. 12'-0" MAX. 1-1 /4" 4'-0" MAX. 12'-0" MAX. -1/2" 8" 5' 0» MAX. 15'-0" MAX. A B STEEL PIPE Ly-h [HANGER (SEE DETAIL) MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12' 0" FOR ALL PIPE SIZES SANG R LOCATIONS NOT SHOWN - ALL PIPING SUPPORT TO CONFORM TO NFPA #13, 1996 EDITION LEGEND C�• NEW PENDENT SPRINKLERS EXISTING UPRIC�I IT SPRINKLED; +; RELOCATE EXi `Ti N G PENDENT SPRINKLER CHANGE OUT EXISTING S SP VVI T H NEW SSP — — EXISTING MAIN PIPING; NEW PIPING — - NEW I-I/2"X"1" NIECH. TEE DESIGN NOTES 1, FIRE SPRINKLER SYSTEM IN OFFICE AREA DESIGNED PER NFPA #13-2002 FOR A LIGHT HAZARD OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING OF 400 SQ.FT. 2. FIRE SPRINKLER SYSTEMS IN WAREHOUSE DESIGNED PER NFPA #1 ;-2002 FOR A ORDINARY GRP. I! HAZARD OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING OF 130 SQ.FT, 3. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH NFPA AND LOCAL CODES AND RECULAIIONS. 4. ALL NEW PIPE 1"-1 -1/4" TO BE BLACK SCHEDULE 40 ALL NEW PIPE 1--1/2"-4» TO BE BLACK SCHEDULE 7 DYNA FLOW. 5. ALL CUT LENGTHS TO BE DETERMINED AT JOBSITE AND PIPE TO BE FIT IN THE FIELD. o. THERE ARE .33 SPRINKLERS BEING IF ELOCA FED, 52 SPRINKLERS BEING ADDED OR CHANGED. 7. SEE LEGEND FOR SPRINKLER AND PIPE EDESRIPTI0N. 8. INSPECTORS ILSi AND FDC, ARL LXISTING. 9. CENTERING HEADS IN CEILING TILE !S REQUIRED WHEN RELOCATING OR ADDING HEADS. WIGMTOMMIMS INITIALS _ L 1 E STATUS � Z�j C'4� SUBMITTAL F-AB u INSTALL AS-BUILTS OVERHFI.w PIPING F'"_r>.N NO_ DATE REVISION DESCRIPTION BY 3 IGNTON FIRE w1ginton �30 r Af:i` O LANE FIRE PROTECTION O, NF O i , E.tR€1vA . ENGINEERING Florida Certification ofAuthorization #7977 DRAWN BY: DATE: j] Orlando, Florida Tampa, Florida West Palm Beach, Florida SPRKS. ON JOB: 5 SCALE: 1i8" = "-O" (407) 831-3414 (813) 623-2333 (561) 682-1331 APPROVALS: CITY OF SP&ii~ORED Jacksonville, Florida Miami, Florida ❑ Melbourne, Florida J ADD , i i I z 1 (904) 262-6107 (305) 888-2402 (321) 722-5585 CUSTOMER NAME: V%liGli"I,Qii I=1'r CQFZI:`OP;.; '!"Di"< •t 1i._%iC3 a�v 5 & RELOCATE 2 .TORE S5P s=Or"�, NE �i .^i�,L_�� a�t.ru. Ft. Myers, Florida Ua tona, Florida 2 10/14105, ISSUE FOR APPROVAL �'+`•`� � (239) `278-5955 a (3a3) 257-4300 CONTRACT NO. 2010, SHEET NO_ OF ---SYSfrEM J INSPECTORS TEST O i CD 1TCHLINE 3" I I I _ k ;_, 0 1 2z z9 26 3' 1 I O SU I O I OI ! O 10 3 t0 12 O co co co r> I V ;' TYPIQ' Ala,ImI°I°. Icr m f"' Vu I ! I 1 I ! ! I I ( E L I -I--�I I ( I I I ! 01 !I I� I� ( II I I 8 I i L I I � I ► 6 100 , i0o I i i i I I I - I I I l� I U 7 I � � I o 1-1/2' HOSEAI �!)0' H V E E" S f 0 I EE EE I Cc I I C o f I i 11 SYSTEM IF } I I EXISTING 3" SUPERFLO MAINS W/ WELDED I2" SUPERFL❑ GRIDLINES 1 I I ( ( I I NO COMODITY CHANGES rELOW THIS ! SYSTEM .20 GPM / 1500 SO, FT. i I PER NFPA 13, A,5.3.2, THE FABRICATION OCCUPANCY (I.E. METAL WORKING) IS CLASSIFIED ORDINARY HAZARD GROUP p I I I I II OCCUPANCY. THE FABRICATION AREA OF THE WAREHOUSE (I.E. ALL AREAS THAT ARE NOT U ILIZED FOR STORAGE AS I I I j DESCRIBED IN SYSTEM #3 CRITERIA) SHALL BE PROTECTED - I BY A MINIMUMi FIRE SPRINKLER SY TEM DENSITY OFF 0.20 GPM p I PER SQ.FT. OVER THE HYDRAULIC LY MOST REMOTE 1500 ! ! I I SQ.FT. WITH 250 GPM HELD IN REYERVE FOR HOSE STREAMS. i Is �Im _ � 1 0 --- F-- I Cu ( I (I I I -91 FIRE PROTECTION PLAN I II 1 ! I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I III f 1 I I I I I tl { I I I II I ! i SCAT F 1/8- = 1'-0iiORTH - '�Ir, I I I I , I3T_� Omar wwwn ==No= wnw= mwffam wav=" mWaTAM W� uz=� nugl=m uggazam MONMM9 09MFAKN a5z== xRV=A= 25EMOM eagle= Aw*w%= BONN= mwxlv� uWayow WATER SUPPLY FLOW TEST FIRE PUMP ABBREVIATIONS =CENTERLINE MATERIALS SIZE LOCATION TYPE DESIGN CRITERIA SYSTEM NO. 2 >3 HYDRAULICALLY DESIGNED SYSTEM LOCATION 'WAREHOUSE '!h' REH(.1USE TYPES OF SPRINKLERS SYMBOL QUMITiTY K-FACTOR THREAD TEMP. MAKE &MOUE[ TYPE FINISH ESC. DATE OF TEST: �2J 1i=? RATED CAPACITY:= ELEVATION 11b" F3r:,nNC H. 1.idS �(.H.i7 HAZARD ` Rt?. Gr?P. i1 (iRli. zap. €i N0. OF SPRINKLERS 13 `8 ?f ?8a X€BT. �!>Y.I �i a Nil i £ R TIME OF TEST: 1t1.'s')i1-AM RATED PRESSURE: TOS TOP OF STEEL R€ 7C.IR PAA,I'V3 IS PERFLC SPACING '130 130 DENSITY .20 .20 STATIC PRESSURE: 0;. PUMP TYPE: G = GROOVED PIPE END K FACTOR 8.0 :.0 DESIGN AREA F500 2000 RESIDUAL PRESSURE: 5e1% WELL PUMP T = THREADED PIPE. END INSIDE NOSE ?v(3 1SJ) GPM DISCHARGE b32.04 81`.�3 GALLONS FLOWING: '120}3 GPM AVAILABLE: F = FLANGED PIPE END ALL GRV. �:�)U S. � F1T 1"i`t a i FIRF t_OCK OUTSICiE HOSE 150 4v = RESIDUAL PSI AT CITY GCNNECT101SI 57.61 HEnOS s HIS SH Mr c xr;, TE'TED BY: P51 AVAILABLE: C-C =CENTER TO CENTER RACK GPM KEY PLAN T SYSTEM INSPEcTCIRs -rEsT I I I I I I F ( zE 1 I ! I I ! I I I ! ! ! II 105 I 10 29 j 3I ( 33 11-47— I T i" Co I I I i ! ! I i II ! I zI I 1 I s1 ! LI 1 11 ( I I SI I I I I I I I I l I 1 �i ! I ( s1 ► I ( I I I ( I I I I I II ! € I I 1 SI Li _ I I I I I 1 0 I 91 J 91 J = 1 1 I I I I� ! SYSTEM #3�`� I XISTING 3' SUPERFLO MAINS W/ �_ 1 IWELDED 1�' SUPERFL❑ GRIDLINES ! 11E11 SYSTEM REQUIREMENTS TO BE 20 GPM / 2000 SO. FT. PER NFPA 13 PER MrF A 13 (2002), TABLE 12.3.2.1.3(A) AND FIGURE 12.3.2.1.$.1, CLASS I NON -ENCAPSULATED COMMODITIES STORED I IN N L ROW RACKS T 1 FT. WITH MINIMUM 8 FT. AIS S1RE,QUIR A MINIM I FILING FIRE SPRINKLER SYSTEM 1 DES N D NSIT' OF 0.19 PER SQ.FT. OVER THE ^� >�E�.' "L 200-Q— SQ.E1_ .1I1 f-5On GPM— HE D IN ESERVE FOR HOSE S7 EAMS. TI 1S DESIGN CR TER.tA SHALL APPLY TO THE STORAGE REA AND 15 FT, BEp'ONr_,IN ALL RE c-rioNS. l I I I1 NO. DATE REVISION DESCRIPTION 0 (; I '•.01'1 �-0i; I ISSUE FOR APPROVAL HANGER LOCATION DETAIL PIPE SIZE A B* 1" 3'-0" MAX. 12'-0" MAX. 1-1/4" 4' 0" MAX. 12'-0" MAX. 1 1 /2"-8" 5'-0" MA>C. 15'-0" MAX. A B� f STEEL PIPE [HANGER (SEE DETAIL) MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0n FOR ALL PIPE SIZES HANGER LOCATIONS NOT SHOWN - ALL PIPING SUPPORT TO CONFORM TO NFPA �13, 1996 EDITION EXISTING UPRIGHT SPRINKLER — — EXISTING MAIN PIPING NEW PIPING DESIGN NOTES 1, FIRE SPRINKLER SYSTEMS IN WAREHOUSE DESIGNED PER NFPA #13-2002 FOR A ORDINARY GRP. 1I HAZARD OCCUPANCY WITH A MAXIMUM SPRINKLER SPACING OF 130 SQ.FT. 2. ALL. WORK AND MATERIALS TO BE IN ACCORDANCE WITH NFPA AND LOCAL CODES AND REGULATIONS. 3. ALL NEW PIPE 1"-1 1 /4" TO BE BLACK SCHEDULE 40 _ ALL NEW PIPE 1-'1/2' -4" TO BE BLACK SCHEDULE 7 — YNA FLOW. 4. ALL CUT LENGTHS TO BE DETERMINED AT JOF3SITE AND PIPE TO BE FIT IN THE FIELD. 1 5. THERE ARE 33 SPRINKLERS BEING RELOCATED, 52 SPRINKLERS BEING ADDED OR CHANGED. 6. SEE LEGEND FOR SPRINKLER AND PIPE DESRIPTION. 7. INSPECTORS TEST AND FDC ARE EXISTING. 8. CENTERING HEADS IN CEILING TILE IS REQUIRED WHEN RELOCATING OR ADDING HEADS. MATCHLINE OVERHEAD PIPI G P U,N BY 'IGINTON FIRE n wmwt i n ?Y-)9 A 9-R0 LANE FIRE PROTECTION SAI�FQRD, F-GRID } ENGINEERING Florida Certification of Authorization A 7977 DRAWN BY: NIS DATE: 'IW-1010a Q Orlando, Florida Tampa, Florida West Palm Beach. Florida SPRKS. ON JOB: 76 SCALE: 1 ' -�` '-jl" (407) 831-3414 (813)623-2333 (561)682-1331 APPROVALS: CTYf)�' yf jFOfy) Jacksonville, Florida Miaini, Florida IL] Melbourne, Florida (904) 262-6107 (305)888-2402 (321) 722-5585 CUSTOMER NAME: FIRE C0RP0RATK3l F> S FL Myers, Florida 0 Daytona, Florida CONTRACT N0. 2u'i13302 SHEET N0. 2 OF ' (239) 278-5955 (386) 257-4300 i