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HomeMy WebLinkAbout225 N Kennel Rd 05-2946 New construction Harvest timeaA5 Al 4PAIW44o �04D WIND LOAD EXP. WIND LOAD EXP. +16.46 -20.33 1 1-24,7 -26.q EXIT T TRANCE ��I I r�l f� I/ j I • ' / �J LJ I J J I '• • I 'I 8 FE /I / / � � � ,•4 � � �-r � i ,'ter (WIND LOAD EXP.I +17.6 -Iq,36 (WIND LOAD EXP, +17.6 -Iq,36 P // f % / MATG LIN ul z, R ... ... . '� '° ELEGTR AL LV V4 .. k . ° 77 WIND LOAD EXP. .'. •'•�•'•'•'•'•'•' +18.48 -20.33 :: ' ::. ; ' ;:I:;: ..... �• ;1'; ' I I I I I UJAEHUE f �.;. .. 1. ... .. .. .:. ...'.'.. .. .. ; ' ' ' '....'.' . t .......... .TI ... •.....'.'.'..'.'.' ..' ..... . I 4 .... ..... < .....I .........:.:.:. I I I I I C .... .... ' .. '.' ....' .'..:. Lkf)'.L71 ' 11N':2J8'F -- ' 0,33WIND LOAD EP, .... . +8.48 c % ' - � . I .. .. .. ... .u.-�.. -r'.'... . . .�. ' .•! Lern� ° _ o..... O.. .. r° _ I I I :'!'• . - 4 ... , . } .....A:51C£T' ALG'GYI' ' ' I . ... - f �: ' WIND LOAq EX ' ' I-, .. I' � '' �.'' f.. . 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CONSTRUCTION NOTES I. THE INTENT OF THESE DRAHING5 15 TO INDIGATE THE 56OPE OF HORK REQUIRED IN WAREHOUSE AREA ORDER TO GON5TRUGT A COMPLETE AND FINISHED 5PAGE READY FOR TENANT OGGUPANGY, THE GONTRAGTOR AND SUB-GONTRAGTOR5 ARE EXPECTED TO V151T THE PROJECT 51TE PRIOR TO GON5TRU6TION AND NOTIFY THE ARGHITEGT- PRIOR TO OFFICE AREA GON5TRUGTION- OF ANY DISGREPANGIE5 HITHIN THE DRAHING5 OR POSSIBLE GONFLIGT5 HHIGH AFFECT THE PR06RE55 OF TH15 PROJECT. THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS NOTIFYING THE ARGHITEGT OF ANY ASSEMBLY AREA D15GREPANGIE5 BEFORE PROGEEDING HITH THE PROJECT. 2. DO NOT SCALE THESE DRAHIN65. MERCANTILE AREA 3• UNLE55 NOTED OTHERHI5E, DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AT NEH CON5TRU6TION AND FINISH FACE OF EX15TINO HALLS. 4. INSTALL BATT INSULATION OVER AGOUSTIGAL CEILING SYSTEM. 5. 5EAL ALL PENETRATIONS OF FIRE -RATED HALL , IN AGGORDANGE WITH THE "FIRE -RATED PENETRATION DETAIL(5)" 6. TH15 BUILDING 15 EQUIPPED WITH -A FIRE SPRINKLER SYSTEM. THE SYSTEM -ARE TO BE DE5I6NED AND INSTALLED BY A LIGEN5ED SPRINKLER INSTALLER ACGORDING TO CODE. 1. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO VISUALLY VERIFY ALL FIRE RATED ASSEMBLIES NOTED IN THESE DOGUMENT5 AND PERFORM ANY REQUIRED WORK TO A55URE REVIEWED GOMPLIANGE WITH LOCAL FIRE AND BUILDING GODE5 AND THE U.L. OR U.S. GYPSUM DE51GN A5 STATED IN THESE DRAHIN05, ANY ADDITIONAL FIRE DAMPERS, GAULKING, PATGHING OF HOLES, INSTALLATION OF GOLLAR5 OR OTHER RELATED HORK REQUIRED BY THE FIRE By: OFFIGIAL TO MAINTAIN FIRE SEPARATION 15 TO BE INCLUDED IN THE WORK. W. 8. PROVIDE FIRE EXTINGUI5HER5 HAVING A MINIMUM RATING OF 2-A, 10-B,G FOR EVERY Sanford Fire rev Wi 5000 OT E QUA RE l5 ET OF .F MOUN AARE A. TRAVEL 01 TANGE TO AN EXTINGUISHER SHALL Date• q• TH15 5TRUGTURE HAS BEEN DE5I6NED TO MEET OR EXCEED THE 120 MPH HIND LOAD REQUIREMENT5 OF 5EGTION 1606 OF THE 2001 FLORIDA BUILDING CODE. 10. BASKETBALL GOALS A. PROVIDE RETRAGTABKE BASKETBALL GOALS AS MANUFACTURED BY JAYPRO 5PORT5 EQUIPMENT OR APPROVED EQUAL. B. PROVIDED SCORE BOARD5 AS MANUFACTURED NBYN HUSSEY OR APPROVED EQUAL II, L OGKER5 PROVIDED HEAVY DUTY 4 ALL HELPED VENTILATED MVP ATHLETIC LOGKER5 AS MANUFACTURED BY REPUBLIC 5TORAGE OR APPROVED EQUAL. NIND LOAD EXP +24,7 6.q i I, zo • i� - 0 ON W 0 d_ 4+ Lu co cc �• z •� � c� <' cn i 4_4 o �1 IIIcrD ­e,� N ) M SITE PLAN IJ �1 5GALE: I/8" = I' - 0" < R; oZ AL DESCRIPTION I PT I ON LEG S LEG LOT gl 5T JOSEPHS P5 I PG 114 BUILDING DATA DE516N CODES: FLORIDA BUILDING CODE: 2001 EDITION H/2003 REVISIONS AGGESSIBILI•iY CODE: INCLUDED IN FLA. BU ILDING GODE FLORIDA ME( riANIGAL CODE: 2001 EDITION H/2003 REVISIONS , FLORIDA PLUMBING CODE: 2001 EDITION H/2003 REVISIONS ELEGTRIGAL CODE: NEG 2002 EDITION + NFPA-10 G01-,E 2002 EDITION BUILDING TYPE: TYPE IV, 5PRINKLERED, UNPROTECTED TOTAL BUILDING 5QUARE FOOTAGE: 100000 5Q. FT. ALLOHANGE STORAGE BLDG. 50. FT. 48,000 50. FT. " STORAGE AREA EXCEPTION AGGORDING TO F.D.G. 505.4.1. THE, AREA OF ONE-5TORY BUILDING OF GROUP 5 OGGUPANGY SHALL NOT BE LIMITED PROVIDED THE THE BUILDING 15 EQUIPPED WITH AN APPROVED AUTOM,'.T!�_, SPRINKLER SYSTEM THROUGH OUT, IN AGGORDANGE WITH q03. " Q OGGUPANGY GALGULATION5 z 5TORAGE - HAREHOU5E AREA (300/50.FT.) 55,I0q 50. FT. - 184 OGGUPANGY MAX. D15TANGE TO EXIT: 400 FT. 0 MAX. DISTANCE TO EXIT PROVIDED: 155 FT. (SEE LIFE SAFETY PLAN) MERGANTILE AREA: �--- AREA OPEN TO FUBLIG - GROGERY AREA(30/50.FT) 12,005 50. FT. - 401 OCGUPANCY OFFICE AREA (100/50.FT.) 183I 50. FT - Iq 0(GUPANGY MAX. D15TAN6E TO EXIT: 200 FT. MAX. 015TANGE TO EXIT PROVIDED: 168 FT. (SEE LIFE SAFETY PLAN) z A55EMBLY n / GONGENTRAT ED AREA cy LJL RELIGIOUS ASSEMBLY WITH FIXED 5EAT5 4,446 50. FT. - 254 OCCUPANGY UNGONGENTRATED AREA I O Q C) LOBBY AREA AND GAME ROOM (15/5Q.FT.) I,ggl 50. FT, - 153 OGGUPANGY GONGENTRATED AREA - CHAPEL (1/50.FT.) 1,425 50. FT. _ 204 OGCUPANG- L O EXER615E HITHOUT EQUIPMENT (15/50.FT.) 8,g56 5Q. FT. 5g1 OGGUPANG 0 z LIJ U- EXERGISE WITH EQUIPMENT (50/50.FT.) 1830 50. FT. - 31 OGGUPANGY (L Z , MAX. D15TA�;GE TO EXIT: 200 FT. MAX. U15TANGE TO EXIT PROVIDED: 02 FT. ( SEE LIFE SAFETY PLAN) LL I ' Q OFFIGE5 (100/50.FT.) 6,614 50. FT. - 61 OGGUPANTGY 1 1 1 z LL MAX. DISTANCE TO EXIT: 500 FT. z Q MAX. D15TANGE TO EXIT PROVIDED: 218) FT. (SEE LIFE SAFETY PLAN) PLUMBING FIXTURE COUNT STORAGE AREA: REQ.D NUMBER OF HATER GLOSETS: 2 NUMBER OF HATER GL05ET5 PROVIDED: 2 REQ'D. NUMBER OF LAVATORIES: 2 NUMBER OF LAVATORIES PROVIDED: 2 MERCANTILE AREA: NUMBER OF HATER GL05ET5 PROVIDED: 2 REQ.D NUMBER OF HATER GLO5E-T5: 3 REQ'D. NUMBER OF LAVATORIES: 2 NUMBER OF LAVATORIES PROVIDED: 3 ' REQ,D. NUMBER OF DRINKING FOUNTAINS: I REQ,D. NUMBER OF DRINKING FOUNTAIN5 PROVIDED: I ASSEMBLY AREA: WOMEN MEN REQ.D NUMBER OF HATER GL05ET5: 12 6 NUMBER OF HATER GLOSET5 PROVIDED: 12 8 REQ'D. NUMBER OF LAVATORIES: 8 - \ ` / NUMBER OF LAVATORIES PROVIDED: g g _ REQ,D. NUMBER OF DRINKING FOUNTAINS: I - cv �� LL REQ,D. NUMBER OF DRINKING FOUNTAINS PROVIDED: - - O 0 m OFFICE AREA: 0 q REQ.D NUMBER OF HATER GLO5ET5: 2 c� 0 j- m NUMBER OF HATER GL05ET5 PROVIDED: 3 in I- m C REQ'D. NUMBER OF LAVATORIES: 2 p W Z V H- NUMBER OF LAVATORIES PROVIDED: 3 W Q Q 0 Lu W REQ,D. NUMBER OF DRINKING FOUNTAINS: I Q py pC Z = REQ,D. NUMBER OF DRINKING FOUNTAINS PROVIDED: - 0- Q U (0 I , SEAL TO UNDERSIDE OF SEAL TO UNDERSIDE OF SEAL TO UNDERSIDE OF DECK (BOTH SIDE) DECK (BOTH SIDE) DECK (BOTH SIDE) �-- R-191NSULATION R-191NWLATION SUSPENDED AGOUSTIGAL 505PENDED AGOU5TIGAL GLG. TILE 4 GRIP @ 10'-0" GLG. TILE t GRID @ 10'-0" HUNG FROM THE 5TRUGTURE HUNG FROM THE 5TRUGTURE ABOVE ABOVE R-11 BATT INSULATION R-II BATT INSULATION R-II BATT INSULATION 6' 20 GA, METAL. STUD �— 6' 20 GA. METAL. STUD \— 6' 20 GA. METAL. STUD FRAMING Is 16' Q.C. FRAMING m 16' O.C. FRAMING 9 16' O.C. (BRACE Q 1/3 POINTS) (BRACE to 1/3 POINTS) (BRACE e 1/3 POINTS) (2)-LAYER5 OF 5/5' (2)-LAYER5 OF 5/8' (2)-LAYER5 OF 5/8' TYPE LL , WALL TYPE XGYP5UM WALL TYPE 'A.11 SBOARD ON EACH SIDE BARD ON ESIDE ON EACH SIDE R-19 INSULATION SUSPENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0' HUNG FROM THE 5TRUGTURE ABOVE 6' 20 GA. METAL. 5TUD FRAMING s 16' O.G. 5/8 GYPSUM WALL BOARD ON EACH SIDE SEAL TO UNDERSIDE OF DECK (BOTH SIDE) R-19 IN5ULATION 5U5PENDED A(OU5TIGAL GLG. TILE 4 GRID ® 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-11 BATT INSULATION 6' 20 GA. METAL. STUD FRAMING to 16' O.C. (BRACE s 1/3 POINTS) 5/8 TYPE 'X' GYP5UM WALL BOARD ON EACH SIDE 4' BASE 4' BASE 4' BASE 4' BASE 4' BASE SEE FINISH NOTES SEE FIN15H NOTES SEE FINISH NOTES SEE FIN15H NOTES SEE FINISH NOTES TO FLOOR TO FI 15 E-5 ` FI 15PES FI 16HE5 TO FLOOR TO FLOOR TOFLOOR FINISHES FIN16HES FI1 i 2 HR. RATED WALL SCALE: 112' = 1'-0' (UL DE516N 1411) 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID 10'-0' HUNG FROM THE STRUCTURE ABOVE R-11 BATT INSULATION 3 5/8' 25 GA. METAL STUD FRAMING 19 24' O.C. 5/8 GYPSUM WALL BOARD ON EACH 51DE 4' BASE SEE FINISH NOTES TO FLOOR FIN15HE5 6 WALL SECTION A-� 5CALE:1/2' z 1'-0' 1V GYPSUM WALL ,QARD 5/V 25 GA. METAL STUD RAYING 19 24' O.C. D-LAYER5 OF 5/8' YPE 'X' GYPSUM WALL BOARD ON EACH 51DE -II BATT INSULATION 20 GA. METAL. STUD RAYING 6 16' O.C. BRACE A 1/3 POINTS) ' BA5E ,EE FINISH NOTES 0 FLOOR INISHES i1 2 NR, RATED WALL SCALL: 112' : I'-0' 2 NR. RATED WALL p 2 SCALE: 1/2' = 1'-0' (UL DESIGN 1411) ;1b 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID @ 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 3 5/8' 25 GA. METAL STUD FRAMING 6 24' O.G. 5/8 GYPSUM WALL BOARD ON EACH 51DE 4' BASE SEE FINISH NOTES TO FLOOR FINISHES WALL 5ECTION A-2 SCALE: 1/2' : 1'-0' /8' GYPSUM WALL 40ARD 5/8' 25 GA. METAL STUD RAYING A 24'O.C. /8' TYPE 'X' GYPSUM )ALL BOARD ON :ACH SIDE a :11-11 BATT INSULATION >' 20 GA. METAL. STUD RAM INC e 1(o' O.G. BRACE e 1/3 POINTS) BASE iEE FINISH NOTED •0 FLOOR :IN15HE5 3 2 HR. RATED WALL A_2 SCALE: 1/2' = 1'-0' (UL DESIGN 1411) �— SUSPENDED AGOU5TIGAL GLG. TILE 4 GRID 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT IN51JLATION Zr) w w 3 5/8' 25 GA. METAL STUD O FRAMING is 24'O.C. O N — U w w 5/8 GYPSUM WALL /— BOARD ON EACH SIDE 4' BASE SEE FIN1514 NOTES TO FLOOR FINI5HE5 a WALL SECTION A-2 SCALE: 1/2' : 1'-0' R-19 INSULATION 5U5PENDED AGOU5T. GEILING TILE 4 GRID Q 10'-0" A.F.F. 5/8' GYP. WALLBO 3 5/8' METAL 5TUD5 t9 24 - BRACE TO STRUCTURE ABOVE AS, NEEDED i� I HR, RATED WALL SCALE: 1/2' : 1'-0' 4 WALL SECTION p -2 SCALE: 1/2' : 1'-0' SEAL TO UNDERSIDE OF DECK (BOTH SIDE) 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0" OR 15'-0" (SEE GLG. ELV.)HUNG FROM THE 5TRUGTURE ABOVE R-19 INSULATION 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0' HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING is (BRACE is 1/3 POINTS) (2)-LAYERS OF 5/V TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE 4' BASE SEE FINISH NOTES TO FLOOR FIN15HE5 9 2 HR. RATED WALL SCALE: 1/2' : I'-0JL DESIGN 1411) TO UNDERSIDE OF DECK (BOTH SIDES) WALLBOARD ® T-8" A.F.F. i� SOFFIT 5ECTION p "2 SCALE: 1/2' : 1'-0' 5 I HR. RATED WALL p "2 SCALE: 112' : 1'-0' (UL DE51GN 0465) SEAL TO UNDERSIDE OF DECK (BOTH SIDE) SUSPENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0" OR 15'-0" (5EE GI-6. ELV.)HUNG FROM THE 5TRUGTURE ABOVE R-19 IN5ULATION %5PENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-11 BATT INSULATION 6' 20 GA. METAL. STUD FRAMING Q 16' O.C. (BRACE e 1/3 POINTS) 5/8' TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE 4' BASE SEE FIN15H NOTES TO FLOOR FIN15HE5 io I HR, RATED WALL A-2 SCALE: 1/2' = 1'•0' (UL DESIGN 0411) ERGLA55 JLATION AND FOR RETARDER v'E STRUT ON 4ME 'ERGLASS JLATION D VAPOR TARDER 2T �PENPED OU5TI(,AL GLG. E 4 GRIP w -0" HUNG FROM 5TRUGTURE COVE GYPSUM ,LL BOARD /8' METAL JD FRAME 4 O.C. OOR LINE �POR BARRIER FZMITE !TREATMENT )MPACTED BGRADE (TYP.) _ WALL SECTION A-� SALE: 1/2' : 1'-0' 6' DIA. CONCRETE FILLED STEEL PIPE, PAINT P-2 —1(l�ilf m LINE OF EXISTING PAVIW5 PAVEMENT THICKNESS 1'-0' DIA. POURED CONCRETE FOOTING 5EE SITE PLAN FOR LOCATION is WALL 5ECTION A"2 SCALE: 1/2' = 1'-0' Design No. U465 Nonbearing Wall Rating --1 HR. '.....•7==•=::•-:- � -- •- /(ter•` i " ! .e \!• `/.'�u� }((Y�,,� '. . 1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3-5/8 in. wide (min), 1.114 in. legs, formed from min No. 25 MSG (mint No. 20 MSG when Item 4C is used) gale steel, attached to floor and ceiling with fasteners spaced 24 in. OC rrnax. 2. Steen Studs — Channel shaped, 3 5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. .folded back retmmns, formed from min No. 25 MSG (✓✓tire No. 20 MSG when Item 4C is used) gal✓ steel spaced 24 in. OC max. 3. Batts and Blankets' -- (Optional) —;Mineral wool or glass fiber batts par- tially or corn letelt� filling stud cavity. See Batts anTlllari -,ets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum' -- 5/8 in. thick, 4 ft wide, attached to steel studs and floor arid ceiling track with I in. long, ype S steel screws spaced 8 in. OC. along edges of board and I2 in. OC in tfie field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item. 6 ('u.rring channels), wallboard is screw attached to furring channels with 1 in. Ior gg, Tt' e S steel screws spaced 12 in. OC , AMER C; GYPSUM CO -=Type AG C. CANADIAN GYPSUM COMPANY T Types AR, C, IP-X2, SCX, ailX, WRC or WRX. CELOTI X CORP --Tye 1. CONTINENTAL GYPSUM COMPANY ---Types CC-C, CG5-5, C.G6-6, CG9-9, CGTC-C. G-P GYPSLrM CORP, SUB OF GEORGIA-PACIFIC CORD —Types 5, 9, C, GPF56. JAMPS HARDIE GYPSUM INC—TypeBG-C. LAFARGE GYPSUM, DIV OF LAFARGE CORP --Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C. NATIONAL GYPSUM CO —Types FSK-G, FSW-G, NATIONAL GYPSUM CO --"Type FR or WR. P,ABC O GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC—Type PG-C. REPUBLIC GYPSUM CO —Type RG-C. STANDARD GYPSUM L L C —Type SG-C. TEMPLE -INLAND FOREST PRODUCTS COItP —Type TG-C. UNITED STATES GYPSUM CO --Type AR, C, FRX-G, IP-X2, SCX, SHX, WRC or 'AM. YESO PA.NAMERICANO 5 A DE C V —Type AR, C, IP-X2, SCX, SIIX, WRC or WRX. WES,TROC INC —Type Westroc Fireboard. 4A. Wallboard, Gypsum' — (As an alternate to Item 4),.-- Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY —Type AR. UNIT D STATES GYPSUM CO ---Type AR. •---- YESO PANAMERICANO S A DE C V Type Alt. 4C. Wallboard, Gypsum" — (As an alternate to Item 4, 4A and 413) -- 5/8 in. thick gypps�um panels, installed as described in Item 4 with 'ATe S-12 steel screws. the length and spacing of the screws as specified under Item 4. CANADIAN GYPSUM COMPANY —Ty e FRX. UNITED STATES GYPSUM CO —Type FRX. 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 JJoints, As an alternate, nomi- nal 3/32 in. thick gypsum veneer plaster may be applied to the entire sur- face of Classified veneer baseboard. Joints reutforced. 6. Fuxxing Channel --- (O�tional-Nat Shown) --- Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. Not for use with Type FRX gypsum panels. "Bearing the UL Classification Marking STRUGTURAL COLUMN BY METAL MANUFACTURE UNIVERSAL FORM COLUMN COVER OR EQUAL APPROVED PRODUGT DOWEL MELDED TO BOTH PLATES GA5T-IN STEEL PLATES THREADED ROD OR COIL ROD WITH NUT AND HASHER IN5ERT5 GA5T IN PANEL 15 COLUMN COVER SECTION SCALE: 3/4' = 1'-0' METAL ROOF BLDG. MFR C R-II VINYL B, GONT. METAL GA. 4 SIZE E BLDG. MFR. /1h TOP OF E 14'-0" Design No, U411 Nonbeaxing Wall slating -- 2 fM 1. Flvor and Ceiling Runner --- (Nat Shown) Min. 2S MG (mint 20 445G when Item 0 is used) gale steel 1 in. high, return legs'-1/2 in. wide (rain), attached to floor and ceiling with fasteners 24 in. OC. Z- Steel Studs--- Min2-112 in. wide, 1-1/4 in, leas, 318 in, retum fOmtd of min 25 MSG (min 20 1116G when Item 45 is nr d) gale steel mtax stud spac- ing 241n, OC. Stands to be cut 3/4 in, less than assezttbly height. 3, Rates and Blankets° — (Optional) --- Mineral wool or �w fnW batts pax Bally or carnpletely filling Au4 cavity. Fasten earls batt to wallboard base layer with a min 9/ 16 in, long shpi , (Ise five stapes for each 4 it piece. I,hive one staple in the center of each piem and a staple at each cornM approx 3 h from edges. See Bath and Blankets (BZJ2:) of my for rsames Of t zratfatttrrers. 4. Wallboard, Gypilun' -- 5/8 in. think, outer layer paM or vinyl suxfaced. aAud hated "system) Wallboard applied vertically in tvm layem tuner layer attached to studs with I mi . long Type 5 steel sav%vs spaced 8 in. OC along vertical edges, and 12 in, OC in the field and outer layer L= hated to inner layer with joint compound, applied with a matched spreader producing continuous beads of comhcowd about 319 tan. in diameter, spaced not greater than 2 in. OC. JQinnts of laminated, outer layer offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. Ding Type 5 steel screws spaced 12 in. (K. Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long 'I"ype S steel screws spaced 16 in. OC: in the field and along the vertical edges.' ,,ter layer attached to the studs over the irmer (aver with 1-3/8 in. long Type S sieel screws spaced 16 in. OC in the field and along the vertical edges and 11 in. OC to the floor and ceiling runners. Joiner of mow -attached outer layer offset from inner layer joints. Joint of outer layer may be taped or vxaaped. .Nam 3/32 in, thick gypsum veneer plaster may be applied to the entixe suxface of Classified veneer baseboard. Joints minfor6ed. AMERICAN GYPSUM CO —Type AG-C or AGX-11. BORAL GYPSUM INC ---Type 13G-C,'DDDG,3, DOG2 or DDN1. CANADIAN GYPSUM COMPANY —TM AF, C. FCV, IPAI, IP-XZ 50, 51-IX, WRC or WRX' CELQTEX CORP Type I or FRP. CC?i*TTMNTAL GYPSUM COMPANY -Types CG-3, CG•C, C:GG3-3, CC',5-5, CG645, CG9-9, CGTC:-C. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC COOP---•TyM a, 9, C, OGG, GPFS6, JA.MES HA.I D E GYPSUM INC --TyM Fire X, Max"C" LAFARGE GYPSUM, DIV Of LAPARGE CORP --Types LGFC2, LGFC..2A, LGFC3, LGFC6, LGFC6A, LGFC•C. NATIONAL GYPSUM CO —Type F5W, FsW-3 or FSW�. NATIONAL GYPSUM Co -....Types FR, or WR. NORGIPS PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODR,lC'1'S LNC- •Type C, PC-3, PC; -a, 11G-9 or nCrC. REPUBLIC GYPSUM CO —Type RG-C. STANDARD GYPSUM L L C Tyyppee SGC. SG-C or SGC.C. TEMPLE -INLAND FOREST PRODUCTS CORP Tyg T, TG CVPB 'r e 'r. UNI"ri1a STAT S GYPSUM 77CO-•••-Tyvppee AZ C. FCV, Flay-G, I.P-XI, IF-X2, SCX, SHX, '(� K or WRX. WESTROC INC -•=1' ppe 'vWestroc F'ireboard. PESO PANAMERIC�ANO S A Cif~ C V--:rypr<ATI. C. FCir, IP-XI, IP-X2, SCX, SHX, WRC at WRX. B.A. Wallboard, Gypsum* --- (As an alternate to Item 4) -'Ivrat 314 UL thick, installed ai deerlbed in Item 4 with 1-1/4 in. long lype S screws (or inner layer and 2-1/4 in, long Type S screws for outer layer - CANADIAN GYPSUM COMPANY—TypeAkt, UNIFTED STATES GYPSUM CO —T A L YESO PANAMERICANO S A. ICE C V —Type AR, 48. Wallboard. Gypsum' --- (As an alternate to Item 4 and 4A) -- Nrrtn 5/8 in. thick anels. trrstailed as deem in Item 4 with T S 12 Steel screwSs a lemn and g of the screws as spesdfed under Item C CANAD�I UM COMPANY ..•Type FIX. U`NrITD SRAM GYPSUM CO --- � e� F1ZX. 4C, Mdlboard4 Gypsum• T- (As an alternate to Item 4, 4A and 4B)--•5 18 in. thick, 2 ft wide, tongue and �ywve edge, applied horizontally as the outer layer to one side of tthe assembly. Secured as described in ttnm 4 for the direct attached svMM . UNMD'S'TAM GYPSUM C.O----type SCX . 'Bearing the UL C"a.sifncation Maxking FLOOR LINE FOR DETAIL 16 ENTRANCE COLUMN 5ECTION A"2 SCALE: 3/4' : 1'-0' >WGS. ®� cr Cq CYD 1 CC 00 r--J z 0 Ocz i (D bD cy:) r-t cr) V CC 00 ho -W FZ O C) - LO ctJ -4a t cn — - (1)Q �a roo P, i —' o Q :4— �U V t Q z Q Q __ Lit W Q p 0 z L W u- Z Z o W 0 � O Z 1L O V � V l `W 1 Y Q O m F O O 2 M U m Z � N O Q ►U 1WL1 a 0 U W I h DF. I I I I I BOLLARD 5EE DETAIL 14/A2 0 % O SEE COLUMN DETAIL Q SHEET 16/A2 COVERED ENTRY SEE COLUMN DETAIL m SHEET 16/A2 U BOLLARD SEE DETAIL 14/A2 68 A-2 U 67 66 - '14.C\ 13 - � A-2 I 6'snow � STOR. N — r F Z LOUNGE i -3 A-2 A-2 6 -- \ A-2 A II O \ /vl_ o o SEE COLUMN 4q-O" 114II'-10°DETAIL e SHEET 16/A2 = N MMlEll SEEN! BOOK/ GIFT AREA M.T. - T. I OFFICE 12 � I 10 d) �o i m O .` T. SEE COLUMN DETAIL m SHEET 16/A2 _ O -O / U 3 I FLOOR FLAN LEGEND ° EXTERIOR METAL WALL INTERIOR METAL STUD WALL 5EE WALL TYPE @ SHEET A2 •� • •� . ••- 2 HOUR FIRE RATED INTERIOR STUD WALL (SEE UL DESIGN #411 SHEET A2) - - - - - - I HOUR FIRE RATED INTERIOR STUD WALL (SEE UL DESIGN #465 SHEET A2) ® DOOR NUMBER WINDOW TYPE , MAIN I NV2 HVI coDIMMER ELECTRICAL ROOM z TRANS. LV LV2 LV4 A 2 I LVI I LV3 _� _ i• i• i• i• ill• -- 12'-2" 12'-2" 6 A-2 OFFICE I OFFICE OFFICE CORRIDOR cn --------------'1 4 JAN. O O O —TAI 5 AWOMENI5 36 I 00 Uo\o rc3 I LIBRARY A2 �° A-2 F -� I c Q Q a ' � A-2 E U 7'-0" CORR. i 21 10 A-2 9 A-2 i 62 34 SNACK LOUNGE a EA- FRIDGE a -u SINK A2 A- ° I _ A 2 MEN 5 F`+ JAN. II 3 - 17 \I�_ -2 000 A-2 38 - CONFE ENCE OFFICE SOUND CORR. ° _ I . A- O - O �2� 3q T M.T. m 0 r Ilm ®e® nii FLOOR PLAN 56ALE 1/6 I O OFFICE C� 6 --- T 2 A -II CV A-2 6' STUD WALL a A-2 4 41 -u / 32 K PHONE ' SERVER o e A-2 - 2 I FILE �� � \ / �L 42 �\ .C. ONTR L U BOOM o — 6 I OFFICE O a COPY 44 A 2 I COR IDOR RECORDING 7 � � � IMEN MN moll CHAPEL CORR. E ST 45 Q) 5 -u 46 a 30 A-n � 102 REFRE MENTS N.G. p OFFICE a S I OFFICE 7 F, D.F. � � A-2 COMMUNITY GENERAL ASSEMBLY 6 w'N I O 253 FI ED SEAT5 10'-2" 5'-0" 13�- A_2 5'-0" 26 � A, 0,r 55 54 LOC ER UJOME S 47 7 � O1=32q -� REE TROOM 3 45 Az I e 2 I FASTOR'S I OFFICE OFFICE in A-2 OFFICE \ STAGE - r 4- 6 L 2 EN A2 FOYER 51 13 5 '-0" I 23'-4" A-2 11'-2" 12'-6" — - 26 A-2 52 1 i u49III Ilk EIIIlILLLLLL_ 1111111VIIII M T. - - - .T. r�53'-4" II'-6" I I6'-I" I 12'-6" 40'-1" SEEN! NONE ® =111111 ® ® M1111111 NONE! e MEI 11111111110111 1111111111111110.■. ME .ice MATCH L IN z � I I U� i O' 24'-4" 0 R�I I ' 2 Q ° CHARGING GAME ROOM 3 STATIONS o 6 I A-2 2 A-2 Hr.DF. STORAGE 0 0 ' r 4 7N 0 A-2- ��. I 1 I I A-2 FUTURE BLEACHERS r7 A2 I I (RRORS � MIRRORS- 2 A-2 I EXERCISE m z '50'-O" A2 84 ===tllllllllTFFFMIIIIII Ell iiii[TUTFFrFFFMilllllllllllllllillililllllllllllllFlIFI L [�T f 4q'-I" D � cy:) cra q C�rJ a C-- O D � V.1 bA o Cc) r) C/) coo � tcq O N b - � o o a, Q a� o0 Q z 0 Q z N L j Q _o �-- O o zLU Z Lu O L Z LL O L N � v l lu �y Q i LL N 1u_- O O � O r m U CD C) Z O Q W W IL o U w A' 3.. FLOOR PLAN LEGEND EXTERIOR METAL WALL INTERIOR METAL 5TUD WALL 2 HOUR FIRE RATED �- - �••• INTERIOR STUD WALL (SEE UL DESIGN #411) I HOUR FIRE RATED --- INTERIOR STUD WALL (SEE~ UL DESIGN #465) ® DOOR NUMBER WINDOW TYPE I ri nqw FLOOR PLAN SCALE: I/8"= I'-O" 0 - SLIDING WINDOW W/CLEAR GLA55 N 4 SLIDING WINDOW ELEV. 4 5ECTION5 A-4 SCALE: 3/8' : I'-C' SLIDING WINDOW W/GLEAR GLA55 \ - - 2X4 WOOD BLOCKING m m 3/4" PLYWOOD 12 COUNTERTOP W/ PLA5. LAM. TOP 1! 12 �. 1'-211 3(o' GRAB BAR C Ifl 42' GRAB BAR 0 . TOILET PAPER HOLDER 0 4' VINYL BASE WATER PROOF EPDXY PAINT ON 4211 18" WALL UP TO 4'-0' ' FROM FINISH FLOOR 3 RE 5T ROOM ELEV. N.C.) SCALE: NOTE SEE RESTROOM SCHEDULE AND DETAILS ON SHEET Alm 42' GRABI�l BAR SOAP 0 DISPENSER TOILET PAPER HOLDER 4' VINYL — BASE I!' I WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR 2 RESTROOM ELEV. (N.C.) SCALE: 3/5' : 1'-0' ENLARGED PARTIAL PLAN SCALE: 1/4' = 1'-0' O cc O � O coo � � o O N � � q� �A o U1 cc bjD +� cz Q ai Lo I'- m O Q z 0 z Cv W Q OQ °C p zW LLL z / CY O Z tL � �O N v J LIJ A4 7 4 A-2 82 I RESTROOM / 1 3 -5 I I 2 A-2 2 / 1 ENLARGED PARTIAL PLAN A-5 SCALE: 3/8' : I'-0' MIRROR F-51 PAPER TOWEL [1 DISPENSER SOAP DISPENSER WATER PRO( EPDXY PAIN WALL UP TO 4'-0' FROM FINISH FLOOR. 1 1_311 2 RESTROOM ELEV. SCALE: 3/8' : 1'-0' GUARDRAIL AND STAIR DESIGN LOADS: I. GUARDRAIL 5Y5TEM5 5HALL BE DE5I6NED AND GON5TRUGTED FOR A LOAD OF 50 PLF 030 N/m ) APPLIED HORIZONTALLY AT THE REQUIRED GUARDRAIL HEIGHT AND A 51MULTANEOUS LOAD OF 100 PLF (145q M/n) APPLIED VERTIGALLYiDOWNWARD AT THE TOP OF THE GUARDRAIL. 2. THE GUARDRAIL 5Y5TEM5 5HALL AL50 BE DE516NED AND GON5TRUGTED TO RESIST A 200 lb OCIO N) GONGENTRATED HORIZONTAL LOAD APPLIED ON A I FT. 5GUARE AREA (O.Og3 M2) AT ANY POINT IN THE 5Y5TEM INCLUDING INTERMEDIATE RAIL5 OR OTHER ELEMENT5 SERVING TH15 PURPOSE. 3. STAIRS ARE DE5I6NED FOR MIN. 100 LB. LIVE LOAD W/ MIN. CONGENTRATED LOAD OF 300 LB5. © GENTER OF TREAD. 36' GRAB BAR ❑s 42' GRAB BAR 1-21 TOILET PAPER HOLDER a 4' VINYL BASE 101 H.C.D.F. SEE DETAIL ON SHEET AIO / 3\ RESTROOM 165 4 I _ A-2 I � OPP. -5 NOTE SEE RESTROOM SCHEDULE AND DETAILS ON SHEET AIO 42' GRAB BAR SOAP DISPENSER TOILET PAPER HOLDER 4' VINYL BASE 3 RESTROOM ELEV. _5 SCALE: 3/8' : 1'-0' Wr.I"[N 1 1\VVI EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR IIf 6 12" PLU5 I TREAD A-5 01, ` LANDING _ 1 _ry PAINTED 4" O.D. 5TEEL PIPE SUPPORT COLUMN (TYP.) CLIP 5TRIN6ER TO GONG. PAD EA. 510E H/ 1/2" X 5" ,IDm Vim= WEDGE ANCHOR BOLTS _Tm- -r 12"xI2"x5' LONG GONGRETE FOUNDATION FLU5H W/GRADE PL. 12" X 12" X 1/2" —� W/ (4) 5/8" HOLES (TYP.) 5EE 5TRUCTURAL PLAN5 FOR 5'-6" FOUNDATION PLAN 6TREAD5 @ II" PAINTED 11/2" 5TEEL HANDRAIL ON BOTH 51DE5 OF STAIR (TYP.) 1/4" DIAMOND 5TL. PL. 66, X 8.2 PERIMETER d CENTER SUPPORT w N aC r ............a 2 HOUR FIRE RATED INTERIOR 5TUD WALL (SEE UL DE516N #411) CLIP FAR 5TRINC 5/16" BENT STEEL PLATE TREAD5 H/ RA15ED PATTERN "6" STEEL PLATE RAI5ED PATTERN '. BOLT TO HALL BEYOND x 8.2 �v x 8.4 STRINGERS 1-4 z 0 Q z rc uu �— Qo ° z W o ILL. ' :W Z y zu- IY I �Q N z (n V / W 1 Y Q 4 STAIR RAIL INCH DETAIL A-5 SCALE: 1/2' = I'-0' 5 ENLARGE 5TAIR FLAN A-5 SCALE: 1/4' : 1',0' 6 STAIR DETAIL A-5 SCALE: 3/4' : 1'-0' A5 REFLECTED CEILING N1 L FIRE SPRINKLER SYSTEM ARE TO BE DESIGNED AN BY A LIGEN5ED SPRINKLER INSTALLER AGGORDINC RESPONSIBLE FOR WORK THAT REG2UIRED BY THE FIRE OFFIGIAL5 TO THE FIRE SPRINKLE SYSTEMS It HORNS AND FIRE ALARM, PULL STATIONS, STROBE SMOKE DETECTION DEVIGE5. 2. RESPONSIBILITY OF GONTRAGTOR TO CONNECT RB AMOUNT OF LI6HT5 TO EMERGENGY GIRGUIT5 AND MINIMUM I FOOTGANDLE EMERGENGY LIGHTING IN A WITH THE LIFE SAFETY CODE. 5. EMERGENGY LIGHTS TO BE CONNECTED TO EMERGE COMPLY H/ NATIONAL ELEG. CODE. 4• EXIT LIGHTS SHALL BE GIRGUITED TO SEPARATE GI W/ NATIONAL ELEG. CODE. 5. FOR GIRGUIT5, SWISHES AND PANELS, SEE ELEG. DF 6. FOR HEATING AND COOLING SEE MEGH. DRAWINGS HEATING AND GOOLING SHALL CONFORM TO THE "F INDOOR A/G DE51614 TEMPERATURE SHALL BE 12 DI BOTH HEATING AND GOOLING. -1- ANY DI5GREPANGIES BETWEEN PLANS AND AGTUAL TO BE VERIFIED WITH ARGHITEGT BEFORE PROGEE[ 8'• SEE MEGHANIGAL AND ELEGTRIGAL DRAHIN65 FOR H.V.A.C. LEGEND SUPPLY DIFFUSER SUPPLY DIFFUSER N RETURN AIR GRILLE zEXHAUST AIR GRILLE LIGHT LEGEND FLUORESCENT LIGHT FIXTURE EMERGENCY FLUORESCENT LIGHT FIXTUF O COMPACT FLUORESCENT, INCADESCENT HID CEILING LIGHT/DOWN LIGHT EMERGENCY OR NIGHTLIGHT (NL) COMP/ FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LIGHT WALL MOUNTED COMPACT FLUORESCENT INCADESCENT AND HID FIXTURE MOUNTE 84" AFF UON RECESSED MOUNTED WALLWASHER, SHAI SIDE INDICATES DIRECTION OF AIM m SPOT LIGHT, ARROW INDICATES DIRECTIC OF AIM STEP OR AISLE LIGHT, OR WALL MOUNTI OUTSIDE LIGHT TRACK LIGHT, PLAN INDICATES LENGTH OF TRACK EXIT LIGHT WITH DIRECTIONAL ARROWS INDICATED SHADING INDICATES FACE(S) FIXTURE, STEM INDICATES WALL MOUNTE 84"AFF LION EMERGENCY BATTERY OPERATED WALL PACK WITH 2 AIMABLE HEADS REMOTE HEAD(S) FED FROM EMERGENCY BATTERY PACK 4"I P GALV. DUGT- -11b" BEADED HIRE SUPPORT. 100 GFM EXH. FAN LAHAUS 10005<=NECK 10' MIN. FROM FRE51-1 AIR INTAKE 100 GFM EXH. FAN 1--GEILIN6 FOR EXHAUST FAN LOCATION FOR EXHAUST FAN SEE, FLR. PLAN LOCATION SEE, FLR. PLAN EXHAUST FAN DET. EXHAUST FAN DET,- ALTERNATE DET. NOT TO 5GALE NOT TO 56ALE CEILING PLAN 5GALE. 1/16 I O A6 ROOF PANELS BY METAL BUILDING MANUFACTURER (TYP) +14'-0' AFF. EAVE HT. (BEYOND,') O'-O' FIN. FLOOR ROOF PANELS BY METAL BUI�PING MANUFACTURER (TYP) METAL PANELS BY METAL BUILDING MANUFACTURER (TY +I8' - 0' AFF. J. EAVE HT,. Y I I 01-O' FIN. FLOG - 4' - O' B.FF. I IV METAL PANELS BY METAL BUILDING MANUFACTURER (T` +I0'-0' AFF. � SAVE HT. O' - 0' ASSUMED FIN. FL. I C A FRONT ELEVATION C 5GALE: 2 R I GNT ELEVATION (EAST) +18' - m' AFF. EAVE HT. ASSUMED FIN. FL. oil MGTAI OAKIGI e av DOCK -HIGH WAREHOUSE AREA 3 LEFT ELEVA Z 5GALE: 1/16"= P-O" ENTRANCE L1mQ.A.CK T CAI I f VPG I K-QC / MAIN CN I NANC. t (BEYOND) +IS'-O' AFF. SAVE HT. :RY ENTRANCE / EXIT (BEYOND) 0'-m' AFF. -4'-0' BFF. CID L`- C�r) c9 N QO L�- '-4 14 O _O O cz co N � O cy:) U 00 c tab �- O O Q crJ < O r1 z HT. a Q z ry Q LH Q o W oz N �-j zI Q U- Q a u� . 0 LL] z z °< U- Q W LU A7 CONCRETE FLOOR SEALER : KURE-N-5EAL OR EQUAL. I 12" X 12" CERAMIC TILE Y�FINISH FLOOR WIND LOAD EXP. WINO LOAD eXP. +17.6 —Iq.36 +24,7 —26,q K HIGH 0 9 c MT 0 — l I WIND LOAD EXP. +24.7 —26. DOCK DOCK HIGH WIND LOAF EXP, + 17.6 — Iq,36 CONCRETE FLOOR I PRO T GORTMG AFMA I WIND LOAD t: XP, +17.6 —Iq.36 WIND LOAD +24.7 —26.( WIND LOAD +24.7 —26,( —O Lo O O � rn O I a W OC O cYD CYJ m coo � � L (a)CYD w cn o blo +� � � o o o Q � LO +J co O ii cV N O 41 O f—z O a o U` I z O Q z 1 Y O W o o W (f) Z J0zLL O � O CY Yo�W L ZU- Z Q V J LU nn� Q O N O L L0 m LU (DO O V-- W O Q V W l~Ll W o u o U cz A 8 I DOOR SCHEDULE _ DOOR CONSTRUCTION DOOR TYPE i15 � FRAMESVE TYPE REMARKS I PR-3'-O"x1'-O" 13/4" ALUM. G F2 2 ALUM. ALUM. STOREFRONT DOOR w/ AIR CURTAIN 2 PR-3'-O"x1'-O" 13/4" ALUM. G F2 2 ALUM. ALUM. STOREFRONT DOOR w/ AIR CURTAIN 3 PR-5-0"x1'-O" 1 3/4" S.G. WOOD H FI I HM BI qO MIN. RATED DR. W/WIRE GLA55 4 3'-O"x1'-O" 13/4 METAL D F2 2 HM A2 5 3'-O"x1'-O" 1314" METAL p F2 2 HM A2 6 3'-O"x1'-O" 1 3/8" S.G. WOOD A FI I FIM Al qO MIN. FIRE RATED DOOR 13/4" 5.G. WOOD H FI I HM BI qO MIN. RATED DR. H/WIRE GLA55 8 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM Al q 3'-0"x1'-O" 1 3/4" 5.C. WOOD A FI I HM Al \ 10 - II 31-O"x1'-0" 3'-O"x1'-O" 1 3/4" 13/4" 5.G. WOOD 5.G. WOOD A A FI FI I I FIM HM Al Al 12 PR-3'-O"x 1'-O'! 1 3/4" ALUM. G F2 2 ALUM. ALUM. STOREFRONT DOOR w/ AIR _GU RTAIN 13 3'-O"x1'-O" j 13/4" S.G. WOOD A FI 2 HM Al 14 3'-O"x1'-O" 13/4" S.G. WOOD A FI 3 HM Al 15 PR-3'-O"xl'-O'j 1 3/4" 5.G. WOOD I FI I HM BI 45 MIN. RATED OR W/WIRE GLASS 16 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 11 3'-O"x1'-O" 13/4" S.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 18 3'-O"x1'-O" 13/4" 5.6. WOOD A FI I HM AI 20 MIN. FIRE RATED DOOR Iq 3'-O"x1'-O" 1 13/4" S.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR \ 20 - 21 PR-3'-O"x1'-O';l' 3'-O"xl'-O" 1 3/4" 1 3/4" S.G. WOOD 5.G. WOOD B A FI FI I I HM HM BI AI qO MIN. FIRE RATED DOOR 20 MIN, FIRE RATED DOOR 22 3'-O"x1'-O" 1 314" S.G. WOOD A FI I HM-r— AI (RELOCATED) 23 3'-O"x1'-O" 1 314" S.G. WOOD A FI I HM Al 24 1-O"xl'-O" 13/4" 5.6. WOOD A FI I HM Al 25 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM AI 26 3'-O"x1'-O" 13/4" S.G. WOOD A FI I HM AI 21 3'-O"x1'-O" 13m.. S.G. WOOD A FI I HM Al 28 3'-O"x1'-O" 1 5/4" 5.G. WOOD A FI I HM Al 2q 3'-O"x1'-O" j 1 5/4" 5.6. WOOD A FI I HM Al 30 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM Al 31 3'-O"x1'-O" 13m.. 5.G. WOOD A FI 3 HM AI 32 3'-O"x1'-O" 13/4" 5.G. WOOD A FI I HM Al 33 3'-O"xl'-O" 15m,. 5.C. WOOD A FI I FIM AI 34 3'-O"x1'-O" 1 1 3/4" 5.G. WOOD A FI I HM AI 20 MIN. FIRE RATED DOOR 35 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 36 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 3-1 3'-O"xl'-O" 1 3m,. 5.G. WOOD A FI I HM Al qO MIN. FIRE RATED DOOR 38 3'-O"x1'-0" 1 5/4" 5.G. WOOD q FI I HM Al qO MIN. FIRE RATED DOOR 3q -3'-O"xl'-O" 1 3m.. 5.G. WOOD A FI I HM AI 40 31-01'x1'-O" 1 5/4" 5.G. WOOD A FI I HM Al (RELOCATED) 41 3'-O"xl'-O" I 13/4" 5.G. WOOD A FI I HM Al 42 3'-O"x1'-O" 13/4" 5.G. WOOD A FI 3 FIM AI 43 3'-O"x1'-O" 13/4" S.G. WOOD A FI I HM AI 44 3'-O"x1'-O" 1 5/4" 5.G. WOOD A FI I HM Al 45 3'-O"x1'-O" 1 5/4" 5.G. WOOD A FI I HM Al 46 3'-O"x1'-O" 13/4" 5.G. WOOD A FI I HM Al 41 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM AI 48 3'-O"x1'-O" 13/4" 5.G. WOOD A FI 3 HM Al 4q 3'-O"xl'-O" I3/4" METAL D F2 2 HM A2 50 PR-3'-O"xl'-O"j 1 3/4" METAL E F2 2 HM B2 51 PR-3'-0"x1'-O"I 1 3/4" S.G. WOOD g FI I HM g1 52 3'-O"x1'-O" ! 1 5/4" 5.G. WOOD A FI I HM Al i DOOR TYPE S.C. WOOD i A C M A t\ A 1-- -F, / r-) r-- AIR CURTAIN (INSIDE) TEMPERED GLASS 3'-0" _ 3'-0" 3'-0" 3'-O" o r- TEMPERED C GLASS zC DOOR SCHEDULE DOOR CONSTRUCTION DOOR TYPE 3 U FRAMEBrZE TYPE REMARKS 53 3'-O"x1'-O" 13/4" S.G. WOOD A FI I HM AI 54 3'-0"x1'-0" 1 5/4" S.G. WOOD A FI I HM Al 55 3'-O"xl'-oil 1 3/4" 5.G. WOOD A FI I HM AI 56 PR-3'-O"x1'-O" 1 3/4" 5.G. WOOD B F1 I HM BI 51 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI I HM Al 1 3/4" 5.G. WOOD q FI 2 HM AI qO MIN. FIRE RATED DOOR 5q 3'-O"x1'-O" 1 3/4" S.G. WOOD A FI I HM Al 60 31-011xl'-O" 1 3/4" S.G. WOOD A FI I HM Al 61 PR-3'-O"x1'-O" 1 5/4" 5.G. WOOD B FI I HM DI 62 PR-3'-O"xl'-O" 1 3/4" S.G. WOOD g FI I HM Bl 63 3'-O"x1'-O" 1 5/4" 5.C. WOOD A FI 2 HM AI q0 MIN. FIRE RATED DOOR 64 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI I HM Al 65 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI 3 HM Al 66 31-011x1'-O" 1 5/4" 5.G. WOOD A FI 3 HM Al 61 3'-O"xl'-oil 1 3/4" 5.G. WOOD A FI 2 HM AI 68 3'-O"x1'-O" 1 3/4" 5.G. WOOD A FI 3 HM Al bq 3'-O"x1'-O" 1 3/4" ALUM. F F2 - ALUM. ALUM. AUTO. SLIDING GL. w/ AIR GURTAIN 10 3'-O"xl'-O" 1 5/4" ALUM. F F2 - ALUM. ALUM. SAME AS #6q w/ EMERGENGY GNTL5. 11 3'-O"xl'-O" 1 5/4" S.G. WOOD A FI I HM Al 12 31-0"xl'-O" 1 3/4" S.G. WOOD A FI 2 HM Al 13 3'-O"xl'-0" 1 5/4" 5.G. WOOD A FI I HM Al 14 3'-O"x1'-O" 1 5/4" 5.G. WOOD A FI I HM AI 15 3'-O"x1'-O" 1 5/4" S.G. WOOD A FI I HM Al ](2 3'-O"x1'-O" 13/4" 5.G. WOOD q F1 I HM Al 11 3'-O"xl'-0" 13/4" 5.G. WOOD A FI I HM Al 18 3'-O"x1'-O" 1 5/4" S.G. WOOD A FI I HM Al 1q 3'-O"xl'-O" 15/4" S.G. WOOD A FI 2 HM AI qO MIN. FIRE RATED DOOR 80 6'-O"x1'-O" NOM. FLEX. PLASTIC - - - STEEL STEEL VINYL STRIP DOOR (PER OWNER) 81 6'-O"x1'-O" NOM. FLEX. PLASTIC - - - STEEL STEEL VINYL STRIP DOOR (PER OWNER) 82 3'-O"x1'-O" 15/4" S.G. WOOD A FI 3 HM A2 83 3'-O"x1'-O" 15/4" 5.G. WOOD A FI 3 HM Al 84 3'-O"x1'-O" 1 3/4" METAL D F2 2 HM A2 85 10'-O"xl2'-O" - - G - - - 63 STEEL ROLL UP DOOR 86 81 10 -O xI2 -O' 10'-O"xl2'-O" - - - - G G - - - - - - 133 E33 STEEL ROLL UP DOOR STEEL ROLL UP DOOR 88 10'-O"xl2'-O" - - G - - - 133 STEEL ROLL UP DOOR 8q 10'-O"xl2'-0" - - G - - - 133 STEEL ROLL UP DOOR qO 3'-O"x1'-O" 1 5/4" METAL D F2 2 HM A2 ql 31-011xl'-O" 15/41 METAL D F2 2 HM A2 q2 10'-O"xl2'-O" - - G - - - B3 STEEL ROLL UP DOOR q3 10'-O"xl2'-0" - - G - - - E33 STEEL ROLL UP DOOR q4 10'-O"xl2'-O" - - G - - - E33 STEEL ROLL UP DOOR q5 10'-O"xl2'-O" - - G - - - B3 STEEL ROLL UP DOOR q6 10'-O"xl2'-O" - - G - - - E33 STEEL ROLL UP DOOR q1 3'-O"xl'-O" 15/4" METAL D F2 2 HM A2 q,510'-O"xl2'-O" - - G - - - 53 STEEL ROLL UP DOOR qq 10'-O"xl2'-O" - - G - - - E35 STEEL ROLL UP DOOR 100 3'-O"x1'-O" 1 5/4" METAL D F2-1 2 HM A2 10'-O"x1'-O" - - - - 4 - - GRILL ROLL UP DOOR BY MANUF-AC. 10 3'-O"x1'-O" 1 5/4" 5.G. WOOD A FI I HM , AI NEW DOOR IN REGORDING STUDIO 10 PR-3'-O"xl'-O" 1 3/4" METAL E F3 2 HM D NEW DOORS TO ELECTRICAL ROOM METAL DOOR `• O i ,41 �2 E31 E32 E33 METAL ' DOOR `, O -r- FI o : r- AIR CURTAIN (INSIDE) 51 -oil 31-011 51-0 -oil �// \ // X DR FIX DR TEMPERED AUTOMATIC SLIDING DOOR GLASS NOTE: ALL HARDWARE 15 TO MEET ALL LOCAL, STATE, AND NATIONAL GODE5. LEVER HANDLES TO BE USED FOR ALL DOORS WHERE REGUIRED BY GODE. ALL DOORS ARE MIN. 3'-O"x1'-O" PULL 51DE 184. M;I_N.4 MAX. z O : I �,MI N. PUSH SIDE MIN. 18" GLEAR ON PULL 51DE AND 12" MIN ON PUSH SIDE, DOOR TO BE PLACED 4" MAX. FROM WALL HARUWAM IFICATIONS HINGES - HAGER 4.5 X 4.5 - U526D652, OR EQUAL LOCK SET - 5GHLAGE OR POO, U526D OR APPROVED EQUAL STOP - WALL MOUNTED, U526D GL05ER - LGN, U526D NOTES: 1. NOTE: ALL HARDWARE 15 TO MEET ALL LOCAL, STATE, AND NATIONAL GODE5. LEVER HANDLES TO BE USED FOR ALL DOORS WHERE REQUIRED BY CODE. 2. LOGKING DEVICE NOTE: LOGKING DEVICE SHALL NOT REQUIRE THE USE OF THE KEY, TOOL 5PEGIAL KNOWLEDGE OR EFFORT FROM IN51DE OF BLDG. DO NOT INSTALL DOUBLE KEYED CYLINDER LOCK5 TO ANY EXTERIOR DOOR. 3• LOGK SETS ARE TO BE INSTALLED 50 AS NOT TO HINDER EGRESS. 4. INSTALL GL05ER, THRESHOLD FOR DOOR AS NEEDED HARDWARE 19QHMM 5ET-1 PA55A6E SET 1 1/2 PAIR HINGES 3 PAIR HINGES (FOR PR. DR.) DOOR STOP 5ET-2 LOGK SET 1 I/2 PAIR HINGES DOOR STOP 5ET-3 PRIVACY SET 1 1/2 PAIR HINGE5 DOOR STOP 5ET-4 ROLL UP GRILLE AS MANUFAGTURED BY METRO GRILLE OR APPROVED EQUAL blQm 1. ALL HARDWARE IS TO MEET ALL LOCAL, STATE, AND NATIONAL GODE5. LEVER HANDLES TO DE USED FOR ALL DOORS WHERE REQUIRED BY CODE. 2. ON ALL DOOR CON5TRUGTION MIN. 18" GLEAR ON PULL SIDE AND 12" MIN. ON PUSH SIDE, DOOR TO BE PLACED 4" MAX. FROM WALL. 5. LOGKS ARE NOT TO HINDER EGRESS 4 GHEGK HINGE GAPA61TY FOR GOMPA-FIBILITY H/ DOOR WEIGHT 5 FINISH ALL SOLID GORE WOOD DOORS W/ 2 GOATS GLEAR LAQUER/VARNI5H METAL FRAMES : PRIMED AND PAINTED. 6 DOOR FINISH KEY FI BIRCH, 5TAINED F2 TEMPERED GLASS AT STOREFRONT DOOR $ 6LA55 DOOR (SEE 56HEDULE) F3 PRIMED AND PAINTED DOORS AND FRAMES SHEEN 4 GOLOR TO BE APPROVED BY OWNER 1 GOILING GRILLE AS MANUFACTURED BY METRO DOOR MODEL NO. 6BP-AI6 10'xl' OR APPROVED EQUAL. GRILLE SHALL BE PUSH-UP MODEL GBP-A ALUMINUM. PROVIDE MILL FINISH ALUMINUM GURTAIN (V-6) WITH GLEAR LEXAN GRILL INSERTS. STEEL SUPPORT TUBES, GLEAR ANODIZED BOTTOM BAR AND GUIDES. TWO POINT 3 5/8" 25 GA. METAL STUD FRAMING ® 24" O.G. 5/8" GYPSUM BOARD EA. SIDE OF METAL STUDS CAULK EA. 51DE TOOLED SEALANT HOLLOW METAL FRAME 5/8" GYPSUM BOARD EA. 51DE OF 3 5/8" 25 GA. METAL 5TUD FRAMING ® 24" O.G. DOUBLE JAMB 5TUD5 GAULK EA. SIDE TOOLED SEALANT HOLLOW METAL FRAME DRYWALL JAMB ANCHOR r7-\ff ERIOR DOOR JAMB 5GALE: 1 1/2" = 1'-0" ALUMINUM THRESHOLD TOOLED EDGE DOOR SEE SCHEDULEVINYL CONCRETE SLAB SIUEEP SLOPE AWAY FROM BLDG. X SEE FINISH ry 100' - o' SCHEDULE � ASSUMED FINISH FLOOR ''A ti EXPANSION JOINT 8 8il_1_ DETAIL A-9 5GALE: 1 1/2" = 1'-0" METAL TOOLEC 5HIM WALL STRUCTURE SEALANT t BACKER ROD ALUMINUM STOREFRONT PROFILE TYP. GRAY TINTED INSULATED GLASS ALUMINUM STOP FOR GLAZING ALUMINUM STOREFRONT PROFILE, TYP. � INTEI;MIATE HORIZONTAL ALUMINUM STOREFRONT PROFILE, TYP. STEEL REINFORGING MEMBER, AS NEGE55ARY HEAVIER END 5EGTION, A5 NEGE55ARY INTERMEDIATE VERTICAL NLUION/DOOR MI�.LION GRAY TINTED INSULATED GLASS, TYP, ALUMINUM STOREFRONT CORNER MULLION (WITH THERMAL BREAK) GORNER MULLION PROFILE CORNER MLAJ-10N �Vr'tCl"I'i' 9 5GALE: 3" = 1'-0" 5EGURELY MOUNTED T DOOR OPENING HEADE OR FACE w/ HARDWA PER MANUFAGiURER PRIOR TO ATTACHING STRIPS g VINTL 0 1,-9 SGALE: I" = I" VERTICAL MULLION FASTENER, TYP. STOREFRONT HEAD PROFILE SHEAR BLOCK, FASTENED TO VERTICAL MULLION STOREFRONT HEAD PROFILE VERTICAL MULLION PRIMARY MEMBER SNAP -IN FILLER MEMBER NOTE THE HEAD, INTERMEDIATE HORIZONTAL PROFILE, AND SILL MEMBERS ARE SGREHED TO VERTICAL MEMBERS AT PREDRILLED LOGATION5. SILL (DETAIL ALUMINUM STOP FOR GLAZING ALUMINUM STOREFRONT PROFILE SILL FLASHING SEALANT SHIM FLOOR 5TRU( TURE O —A, I � 0 C Q. l RE 5/8" GYPSUM HALL130ARD R-II BATT INSULATION 3 5/8" 25 GA. METAL STUD FRAMING @ 24" O.G. GORRUGATED METAL SIDING PRE-ENGINEERED METAL CHANNEL HEAD METAL SIDING HEAD TRIM 10-1'-2 1/4" ROUGH OPENING TOOL SEALANT METAL DOOR AND FRAME SEE DOOR 5GHEDULE NEXT RW)R MVIR WP,& n 5GALE: 1 1/2" = 1'-0" CORRUGATED METAL 51DINO METAL 51DINO TRIM TOOLED SEALANT METAL DOOR AND FRAME TOOLED SEALANT PRE-ENGINEERED METAL CHANNEL JAMB EXISTING METAL WALL GIRT 5/8" GYPSUM WALL BOARD 3 5/8" 25 CI METAL 5TUD FRAMING O 24" O.G. r1EX%7MR DOORJAMB 5GALE: 1 1/2" = 1'-0" CORRUGATED METAL SIDING PRE-ENGINEERED METAL BUILDING WALL GIRT PRE-ENGINEERED DETAIL BUILDING CHANNEL GORRUGATED METAL TRIM r 110'-0" FIN15H FLOOR OPENING METAL TRIM BEYOND METAL GHANNEL JAM BEYOND METAL COIL -UP DOOR TRAGK BEYOND �y 2 OLLUP DOOR HEAD I' A-9 56ALE: 1 1/2" = -0" ccPIPE BOLLARD SEE DETAIL 2/A4 CORRUGATED METAL 51DINO METAL SIDING TRIM 11 A METAL HALL GIRT METAL CHANNEL JAMB COIL -UP DOOR TRAGK COIL -UP DOOR TOOLED SEALANT METAL J-BEAD 5/8" GYPSUM WALL BOARD 3 OLLUP DOOR JAMB 5/8" GYPSUM WALLBOARD 3 5/5" 25 GA. METAL STUD FRAMING 24" O.G. METAL STUD BOX HEADER. W GOIL-UP DOOR HOOD ,M r O t '"' CD '� c QL` ct� N � 4_.) b, • cz N � biD v? crJ U ) GO Z L_ hA � E- ;j 0 o O O "Izv Q Lo -j • 4 r--i `'-' C'rJ Q z 0 1 L_ 1 LYv °W p �- -- Qo Lu O � W z o LL o °W 01 O Z Z N lL Q U) Q v J Lu ly Q d1 O O- c� `o O I-- }- m m rn O W O Z 3:U Q W W W Q cC u 1 = VKj 56ALE: 1 1/2" = 1'-O" 42" BAR 6 ENLARGE RESTROOM FLAN A-IO 6CALE:3/6' = I'-0. 121' 3/ " GRAB BAR 56" MAX. SIDE VIEW ELEVATION SCALE: 1/2' : I'-0' 18 lb W.G. FRONT VIEW .�--- 50" MIN-1 i6NK � z m N FRONT VIEW I1"IlEN51ON POP AD.A, - N.C. RESTROOM 24 N\ ED m 4' BACKS DRAWER BACK 1/4' `1A50NITE SHELF 5/8' PARTICLE B TOILET ACCESSORY SCHEDLLE MARK DESCRIPTION MOUNTING HT. MANUFACTURER 4 MODEL • TOILET PAPER HOLDER SURFACE MOUNTED (19' A.F.F.) BOBRICK "-65E5 OR APPROVED EQUAL B a GRAB BAR SURFACE MOUNTED (36' AFFJ BOBRICK "E3-620h OR APPROVED EQUAL SIZE A$ INDICATED ON DRAWINGS ❑3 SOAP DISPENSER WALL MOUNTED - VERIFY BOBRICK 05-2112 OR APPROVED EQUAL PAPER TOWEL DIS. SURFACE MOUNTED BOBRICK "8-262 OR APPROVED EQUAL 0 FRAMED MIRROR WALL MOUNTED - (42' AFF.) BOBRICK 05-292 OR APPROVED EQUAL SEE ELEVATION FOR SIZE SHOWER CURTAIN ROD WALL MOUNTED - VERIFY I305RICK "154o041 OR APPROVED EQUAL a URINAL SCREEN WALL HUNG - 12' AFF. BOBRICK "1045 OR APPROVED EQUAL NOIES, PROVIDE BACK BLOCKINGS t9 ALL HAND GRAB BARS AND RESTROOM ACCESSORIES 2 ALL RE5TROOM PLUMBING FIXTURE AND ACCESSORIES SHALL BE INSTALL AND SHALL BE MOUNTED AT HEIGHTS IN CONFORMANCE WITH A,DA AND FLORIDA HANDICAPPED CODES. 3 CONTRACTOR SHALL PROVIDE AND INSTALL MID -RANGE C05T 51GNAGE FOR ALL RE5TROOM5 AND HANDICAPPED RE5TROOM6 PER CODE. CONTRACTOR WILL BE RESPONSIBLE FOR MOUNTING SIGNS AT HEIGHT THAT COMPLIES WITH APPLICABLE CODE, 4 WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FIN15H FLOOR AT RESTROOM WALL 55. BAR $INK - ELKAY GR - 1121 AND NECE55ARY FITTINGS OR EQUAL IF SHOWN ON TENANT DRAWINGS, P. LAM ON 3/4' PART, BD. BACK - 51DE SPLASHES AND COUNTER TOP P. LAM. AS SELECTED BY TENANT. NOTE: ALL INTERIOR FACES OF CABINET TO RECEIVE VINYL OVERLAY ON 5/8' PARTICLE BOARD - NEUTRAL 'OFF WHITE ' COLOR. P. LAM. ON 3/4' PART. BD. DOORS AND DRAWER FRONTS - (AND SIDES 1 ENDS OF FREE STANDING UNIT) FALSE FRONT AT SINK IF USED P. LAM. 15 SELECTED BY TENANT 4' VINYL BASE AND FLOOR FINISH PER FINISH NOTES 3 COUNTER SECTION DETAIL A-IO SCALE:3/a' = 1'-0' MIRROf PAPER DISPEN SOAP D15PEN 3❑ WATER EPDXY ON WAL TO 4'-e FIN15H f 4' vINY BASE dN- N 7 Kk,t) I KUUI`1 kLkV. Uk 1 AIL A-IO 6CALE:3/8' = 1'-0' CONTROL AREA COUNTER EXTENDS I' BEYOND BASE ON ALL SIDES OF FREE STANDING COUNTER DRAWER SHELF 5/8' PARTICLE BD. SECURE FREESTANDING UNIT TO FLOOR w/ 3/V BOLTS 12 COUNTED SECTION DETAIL A-IO 6CALE:3/V = I'-0' HIGH FIRE56URE PLASTIC LAMINATED PANEL 4 DOOR O 36' GRAB BAR p 42' GRAB BAR ❑z TOILET PAPER HOLDER 0 4' VINYL BASE VtP'IH LO - NI N.C, A-lo 5CALE:3/a' = 1'-0' GYP. BD. PLASTIC LAMINATED ON 3/4' PLYWOOD (ALL EXPOSED SIDES) LAVATORY m 3' X 3' X 1/4' 5%. ANGLE BOLT TO NAILERS 24' O.C. N 2 X 4 NAILERS BACK, FRONT { 51DE5 4 LAY. SECTION prTAIL A-IO SCALE:3/8' = I'-0' WATER PROOF EPDXY PAINT ON WALL UP TO 4'-O' FROM FINISH FLOOR to N.C. LAVATORY MOUINTIN(� IDETAI A-IO SCALE: 1/2' 111 1'-0' MEN 0 42' GRAB BAR SOAP DISPENSE TOILET PAPER HOLDER 4' VINYL BASE WATER PROOF EPDXY PAINT 01 WALL UP TO 4'-� FROM FINISH FLG II r v LZ � I _� r /� __� __� r , � , / , , 2 RESTROOM ELEV, SCALE:3/8' : I'-0' WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR. HIGH PRE651JRE PLASTIC LAMINATED PANELS DOOR 36' GRAB BAR 0 42' GRAB BAR 0 TOILET PAPER HOLDER a 4' VINYL BASE 5 RESTROOM ELEV. A-IO 6CALE:3/8' : 1'-0' a RESTROOM ELEV. 4 [DETAIL A-IO 6CALE:3/8' = 1'-0' 'V-2 3/4" ------------ 42" w.c. n a KAINI HIGH PRE55URE PLASTIC LAMINATED PANEL t DOOR 36' GRAB BAR p 0 42' GRAB BAR 0 TOILET PAPER HOLDER ED 4' VINYL BASE 24 MAX., EQUIPMENT PERMITTED IN SHADED AREA la) (b) SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE SIDE VIEW PLAN VIEW II N,C, pRINKINC3 FOUNTAIN MOUNTINC3 DETAIL A-IO SCALE: 1/2' = 1'-0' O d'' � L�- cq co cD CU � c- �1 _O cz (D a) �A c= r-4a cn C!1 00 CCj c" IaA E— o O O Q W vc, �o W Q 01, o —•��� a 00 a L4 ❑ Q _o u W 0 Z W ❑ Y coy OLL o N (n L LL d cv fY] ice- O O Iq Q m IN0 W Q U Z .� W O Q Lu W < u N a a ❑ a. ❑ U to :o O �n 4" BAGK5PLA5H BAGK 1/4" �— MA50NITE SHELF 5/8" PARTICLE: BD. 1.5 WALL TOP, BOTTOM, AND BACK OF GABINET TO BE 5/4" HAFER BOARD OR 5/8" PARTICLE E30ARD P. LAM. COVERED 3/4" PART BD. CABINET FRONTS 4 DOORS P. LAM AS SELECTED BY TENANT. GABINET HARDWARE: -WIRE PULLS : 5TANLEY #4484 SATIN ALUM. FINISH -HINOE5 : BLUM CLIP 110 PROVIDE BLOGKINC FOR CABINET ANCHORAGE AS REQUIRED. 5/4" HAFER BOARD OR 5/8)" PART. BD. SHELF - FIXED TOP, BOTTOM, AND BACK OF GABINET TO BE 3/4" HAFER BOARD OR 5/5" PARTICLE BOARD NOTE: ALL INTERIOR FACES OF CABINET TO RECEIVE VINYL OVERLIMQC3/8' PARTICLE P. LAM ON 3/4" PART. BD. BACK SIDE SPLASHES AND COUNTER TOP P. LAM. AS SELECTED BY TENANT. DRAWER P. LAM. ON 5/4" PART. BD. DOORS AND DRAWER FRONTS - FALSE FRONT AT SINK IF USED - P. LAM. 15 SELEGTED BY TENANT. I I I� [Al r 4" VINYL BASE I CABINET SECTION 4 DETAIL MIRROR PAPER TO D15PENSEF F PLASTIC LAMINATE COUNTER T 4' VINYL BA5E WALL PROVIDE BLOGKING FOR I'-O" GABINET ANCHORAGE AS REQUIRED. P. LAM. COVERED 5/4' PART BD. GABINET FRONTS 4 DOORS P. LAM AS SELECTED BY TENANT. GABINET HARDWARE: WIRE PULLS STANLEY #4484 SATIN ALUM. FINISH -HINGES : BLUM GLIP 110 - k QQ 3/4" HAFERBOARD OR 5/8" N PART. BD. SHELF - FIXED TOP, BOTTOM, AND BACK OF CABINET TO BE 5/4" HAFERBOARD OR 5/8" PARTICLE BOARD NOTE: ALL INTERIOR FAGES OF GABINET TO RECEIVE VINYL 4" BAGKSPLASH OVERLAY ON 5/8" PARTICLE BOARD 55. BAR SINK - ELKAY GR - 1121 -AND NECESSARY FITTINGS OR EQUAL IF 5HOHN ON TENANT DRAHI NGS. P. LAM ON 5/4" PART. BD. BAGK 51DE SPLA5HE5 AND Lx COUNTER TOP P. LAM. AS i SELECTED BY TENANT. Ex P. LAM. ON 3/4" PART. BD. BACK I/4" DOORS AND DRAHER FRONTS MASONITE -FALSE FRONT AT SINK IF USED - P. LAM. IS SELECTED BY TENANT. �n —SHELF 5/8" PARTICLE BD. 1/2" 6YRE30 ON 5/4" MTL. . FURRING STRIPS ® 0" O.G. ,3 Tlf 4" VINYL BASE AND 41 FLOOR FINISH PER FIN15H NOTES 2 CABINET SECTION 4 DETAIL A -II SCALE: 1' = 1'-0' 9 LAY, SECTION DETAIL A -II SCALE 112' = 1'-0' NOTE 5EE RESTROOM SCHEDULE AND DETAILS ON SHEET AIO URINAL 36" SCREEN N OCL W I /2" MAX 23" MAX . 12 5NOWER DETAIL(N.C.) A -II 5CALE : 1/2' = 1'-0' 2 I A -II A -II HALL CABINETS : ry PLASTIC LAMINATE COUNTER TOP REF. I , _ BACK 5PLA5H -\ 7\ BASE CABINETS �15CALE: CABINET ELEVATION (RM.# 151) 1 3/8' - 1'-0' PLASTIC LAMINATE COUNTER TOP BACK 3 SPLA: H A-lo T �� ///11\\\ /11\\\ PLASTIC LAMINATE COUNTER TOP 5 REFRESHMENT AREA COUNTER A -II 5CALE : 3/8' • 1'-0' 2 A -I I HALL CABINETS N O 4" BAGK5PLA5H _ 24" BASE CABINETS 51NK PLASTIC LAMINAT COUNTEF BACK SPLASE COUNTER ELEVATION (RM.' 115) SCALE: 3/6' = 1'-0' PLASTIC LAMINATE FINISHED BACK d COUNTER TOP EXTENDS I' ON ALL BOTH ENDS OF 6IDE5 CABINETS 14 SERVING STORAGE COUNTER A -II SCALE: 3/8' 1 1'-0' u r 41 CONFERENCE ROOM rE2 j El SINK _ L � 6 COUNTER LAYOUT A -II 5CALE : V4' : 1'-0' 4 SERVING / STORAGE COUNTER N 102 REFRESHMENTS 5 1a �P I TW.H SINK 8 CABINET ELEV. 4 5ECTION LOUNGE 13-1 4,-0. 4J. 4 -0' A -II 5CALE : 1/2' - 1'-0' PREFAB. FIBEROLA5 SHOWER CONTROL AREA m ci) CONTROL WALL Lu I- Nv BAGK WALL SEAT WALL 5NOWER ELEYATION5 4 DETAIL5 CN.CJ SCALE: 1/2' = 1'-0' SHELF 5/8" PARTICLE BD. 3'-2- 1 X_. 2'-10' `\ ALUMINUM —� LOCKER 5' 4' WOMEN LOCKER BENCH 10 FRI BY LYON OR APPROVED i e EQUAL 9 a• _13_ A t { . BE GH _ - r'r---- II 4 A -I i 1'-5_ 4'-b' nT2 r JL' 12' A -II \ I o I l i 4'49' I 1 2 I H.G. I ", 4 3'-o' I I 3 -0. I I 3 -0' ALUMINUM —� LOCKER _ LOCKE — - BY YON ORCH 13r _ 6 APPROVED i EQUAL BENCH Al 9 I An °J A-4 3 10 A -I 8'-2' A -I � 53 ■ �I I I I� .. 3'-2' I'� _ 2'-10' (/ _,. 112'-10' (( _i. 7 ENLARGE RESTROOM PLAN SCALE:I/4' : 1'-0' MEN L�ITO cq cyD cq c'q � N C�- cf) C� cz bA c" v, U� 0 bo t7— O o oQ � Lo CrJ ­ I p � W ) o� 0U a V Q z 0 z 1y ILL W ao O (n O a z J W 0 u r[ tL Lu WO y Z O uj Q O N co IJJ I O N � O O IL W � m z m W I- o O a°C Q o U W U w W All WINDOW SCHEDULE SIZE i TYPE MATERIAL REMARKS A 5'-O' X 5'-0" FIXED ALUM. TEMPERED GLA55 B (9'-6X 5'-0," FIXED ALUM, TEMPERED GLA55 G 10'-O' X 5'-0" FIXED ALUM. TEMPERED GLA55 D 20'-O' X T 0" FIXED ALUM. TEMPERED GLA55 E 4'-0' X SLIDING ALUM. CLEAR GLA55 F 6'-01 5LIDING ALUM. GLEAR GLA55 G 5'-0' X 4'-Q" FIXED ALUM. GLEAR GLA55 H 6'-0' X 4'-Q" FIXED ALUM. GLEAR GLA55 1 81-01 X 4'-011 FIXED ALUM. GLEAR GLA55 J 2'-3"' X 4'-�" FIXED ALUM, WIRE GLASS/ 45 MIN. RATE 41-011 rt� EQUAL EQUAL / ��l1JINl7nl1J TYPPc� A P ENLARGED STAGE PLAN IN RMA01 A-12 SCALE 1/8" = 1'-0" 5LIDING WINDOW DETAIL 4 5ECTION SCALE 3/8" = 1'-0' I EQUAL EQUAL 51-011 EQUAL EQUAL C CARPET FINISHED FLOORING ON STAGE 4 STAIR 3/4' THICK PLYWOO OVER METAL J015T,' STRUC. DUJG.) C STEEL CHANNEL I -A I-B A-12 A-12 EQUAL SLIDING WINDOW W/CLEAR GLASS 3/4" PLYWOOD GOUNTERTOP W/ PLA5. LAM. TOP 2X4 1-100D BLOCKING EQUAL 20'-O" EQUAL GRILLE ROLLUP DOOR ELEV. A-12 SCALE: 3/8" = 1'-0" EQUAL 61-011 �srA6E sEcrioN p-12 SCALE I/4" = I'-O' EQUAL EQUAL 51-011 EQUAL EQUAL C CARPET FINISHED FLOORING ON STAGE 4 STAIR 3/4' THICK PLYWOO OVER METAL J015T,' STRUC. DUJG.) C STEEL CHANNEL I -A I-B A-12 A-12 EQUAL SLIDING WINDOW W/CLEAR GLASS 3/4" PLYWOOD GOUNTERTOP W/ PLA5. LAM. TOP 2X4 1-100D BLOCKING EQUAL 20'-O" EQUAL GRILLE ROLLUP DOOR ELEV. A-12 SCALE: 3/8" = 1'-0" EQUAL 61-011 �srA6E sEcrioN p-12 SCALE I/4" = I'-O' EQUAL EQUAL / 1 1/2" 1 4 R151 r- r r- TRINGEF X., (WOOD VI\ I\IJLI\J w TREAD5 2'-311 m 0 9 STAGE ELEVATION A-12 SCALE 1/4" = 1'-0" )SITE I� DE MOTOR GLEARANGE- 18"Ab" MOTOR WHEN P051TIONED IS 6" HIGHER OR LOWER TO 50IT FIELD CONDITION SECTION 3 GRILLE ROLLUP DOOR SECTION A 2 SCALE = 3/8' = 1'-0" 25 GA. MTL 5TUD5 (TYP.) SUPPORT FOR-, OVERHEAD 1/2" 07YP5UM GRILLE BY WALLBOARD DOOR MANUFACTURE ' GATE q) O 0 U? p Lu a l< < 1 O � � O cq cQ IF THERE 15 LE55 THAN 3" N BETWEEN THE FIN. GLG. HT. "H" .-) AND BOTTOM OF ENDPLATE, THE REQUIRED ENDPLATE 51ZE WILL INCREASE TO THE NEXT f , HIGHER SIZE. O '--, TUBE MOUNTED N �4 _ a) bA o o 3"x3" TUBE5cn Q, MOUNTING DETAIL, bA +(D-� E— Lo 4 OVERHEAD GRILLE DOOR DETAIL5 o SCALE: 3/4" = 1'-0" 0 V a 15 1211 x S.C. WOOD WIRE WIRE WIRE WIRE GLASS ALAS$ GLASS GLASS irk in ► 21" 1 15" \ ,'' `n 2111 �DOOR is $ IUIINpOUJ ELEV. A-12 SCALE I/4' = I'-O' 0 N d' O N O m IF- 0O c� U m m � N lJJ I— J O Z Q U W W w Q C) a Il u o Z U -T cn Al2 BUILDING DESCRIP TION NOMINAL SIZE: WIDTH LENGTH EAVE HEIGHT ROOF SLOPE (LOW SIDE) BUILDING "A" 250'-0 X 400'-0 X 18'-0 1:12 BUILDING "B" 52'-0 X 30'-0 X 14'-0 3:12 GENERAL N 0 TES MA TERIAL S MATERIAL PROPERTIES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF BUILT-UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, ASTM A572, ASTM A 1011 SS, OR ASTM A 1011 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI, MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. HOT ROLLED ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B. MINIMUM YIELD POINT lS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS. MATERIAL PROPERTIES OF COLD -FORMED LICHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTAA A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS I GRADE 55, WITH A MINIMUM YIELD POINT OF 55 KSI. 1) ROOF PANEL 26 CA. DURA-RIB -- ALUM -ZINC 2) WALL PANEL 26 CA. DURA-RIB -- SANDSTONE SPECIFICA TIONS 3) ALL FLASH 26 GA. -- SANDSTONE MATERIALS SUPPLIED BY STAR BUILDING SYSTEMS FOR THIS BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS, BUT NOT LIMITED TO, CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLANGE BRACES SHOWN ON THESE ERECTION DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION MATERIAL OR LOADS WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS. MATERIALS HAVE BEEN DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES: AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". THE BUILDING CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL ". STAR BUILDING SYSTEMS LOCKEFORD CA PLANT HAS BEEN ISSUED A CERTIFICATE OF APPROVAL NUMBER 1183 BY THE DEPARTMENT OF BUILDING AND SAFETY OF THE CITY OF LOS ANGELES AS AN APPROVED FABRICATOR OF STRUCTURAL STEEL. THE LOCKEFORD CA MANUFACTURING PLANT IS AN APPROVED STEEL FABRICATOR AS STATED IN THE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT FA-277. STAR BUILDING SYSTEMS MONTICELLO lA MANUFACTURING PLANT IS AN APPROVED STEEL FABRICATOR AS STATED IN THE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT FA-175. STAR BUILDING SYSTEMS FACILITIES AT OKLAHOMA CITY OK, LOCKEFORD CA, MONTICELLO IA, AND ELIZABETHTON IN ARE CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION IN CA TEGOR Y MB. ALL WELDING IS PERFORMED IN ACCORDANCE WITH AVIS D1.1. UNLESS OTHERWISE CALLED FOR ON THE ORDER DOCUMENTS. UNLESS NOTED ON THE ERECTION DRAWINGS, NO FIELD WELDING IS REQUIRED. V/HERE FIELD WELDING IS SPECIFIED THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR WELDMENT SURFACE PREPARATION EXCEPT AS SPECIFIED IN THE ORDER DOCUMENTS CROSS SECTION MEMBER d - t DESC. SECTION ( d x b x t) (IN) L (IN) ( 8.5C75 8.5X3.25C.075 .750 8.5C92 8.5X3.25C.092 7.00 I OC75 1 OX2. 75C. 075 1.125 IOC84 IOX2.75C.084 1.125 10C 100 I OX2. 75C.100 1.1875 12C80 12X3.25C. 080 1.41 12C88 12X3.25C. 088 1.50 12C 100 12X3.25C.100 1.52 b l d t DESC. SECTION ( d x b x t) (IN) L (IN) 8.5Z57 8.5X2.5Z 057 .769 8.5Z64 8.5X2.5Z.064 .781 8.5Z72 8.5X2.5Z.072 .951 8.5Z80 8.5X2.5Z.080 .965 8.5Z88 8.5X2.5Z.088 .978 1 OZ75 1 OX2.75Z. 075 1.0 1OZ84 I OX2. 75Z 084 1.0 1OZ100 IOX2.75Z 100 1.0625 12Z80 12X3.25Z. 080 1.28 12Z88 12X3. 25Z 088 1. 35 12Z 100 12X3.25Z.100 1.37 b - j8.5E92 d t DESC. SECTION ( d bx t xIN) ) L (IN) 8.5E75 8.5X3.25C.075 .750 8.5X3.25C.092 1.00 I OE84 I OX3. 25C. 084 1.19 10E84 I OX3.625C. 084 1.25 12E80 12X3.25C. 080 1.41 12EBB 12X3.25C.088 1.50 12E 100 12X3.25C.100 1.52 MARK NUMBER INSPECTION/JOBS/ TE DJ (DOOR JAMB) SPECIAL SHOP AND ALL FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY DH (DOOR HEADER) OF THE BUILDER/CONTRACTOR UNLESS SPECIFIED OTHERWISE IN THE ORDER DOCUMENTS. GC (CEE MEMBER) FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND/OR THE STATE OR LOCAL JURISDICTION, NOT BY STAR. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. Z (PURLIN) Z (GIR T) E (EA VE STRUT) z "0 A307 BOLT GRIP TABLE - GRIP LENGTH BOLT LENCT NOTE:• FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. �4/'P 0 TO 9/16" 1 1/4" F. T. 5/8" TO 1 1/16" 1 3/4" F. T. 1 1/8" TO 1 9/16" 2 1/4" F T. 1 5/8" TO 2 1 /16" 2 3/4 " 2 1/8" TO 2 9/16" 3 1/4" F. T. DENOTES FULLY THREADED I. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH TI-115 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. BUILDER/CONTRACTOR RESPONSIBILITIES STAR'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE ORDER DOCUMENTS, STAR'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR OVERALL PROJECT COORDINATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL ASSOCIATED WORK IN COMPLIANCE WITH STAR DRAWING.. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CONTRACTOR. ALL INTERFACE AND COMPATIBILITY OF ANY MATERIALS NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF AND TO BE COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER DOCUMENTS, STAR ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN STAR DRAWINGS AND THE PLANS OF OTHER TRADES, STAR DRAWINGS SHALL GOVERN. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRAWINGS. THESE DOCUMENTS SHALL DESCRIBE THE MATERIAL SUPPLIED BY STAR BUILDING SYSTEMS AS OF THE DATE OF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR lS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANCES TO THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR MATERIALS SUPPLIED BY STAR, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT STAR OR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT NEITHER STAR NOR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICATION THAT THE MATERIALS FURNISHED BY STAR ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORDER DOCUMENTS. DESIGN CONSIDERATIONS OF ANY MATERIALS NOT FURNISHED BY STAR AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND DESIGN PROFESSIONALS OTHER THAN STAR UNLESS SPECIFICALLY INDICATED OTHERWISE. APPROVAL OF STAR DRAWINGS AND DESIGN DATA AFFIRMS THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES BUILDER/CONTRACTOR'S ACCEPTANCE OF STAR'S INTERPRETATION OF THE ORDER DOCUMENTS AND OF STAR'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND QUALITY CRITERIA STANDARDS AND TOLERANCES. MASONRY AND TILT -UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO STAR WITHIN 15 DAYS OF DELIVERY. WHERE SHOWN IN STAR'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDr1ALLS AND LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY STAR. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. THE FIELD INSTALLATION OF X-BRACING OR OTHER MEANS TO PROVIDE LATERAL STABILITY MAY BE REQUIRED AS A RESULT OF THE REMOVAL OF WALL PANELS. DEFLECTION NOTES THE MATERIAL SUPPLIED BY STAR HAS BEEN DES I GNED WITH THE FOLLOWING MINIMUM DEFLECTION CRITERIA, THE ACTUAL DEFLECTION MAY BE LESS DEPENDING ON ACTUAL LOAD AND ACTUAL MEMBER LENGTH. THE FRAME S I DESWA Y FOR WIND LOADING IS BASED ON A 10 YEAR MEAN OCCURRENCE WIND INTERVAL. ROOF PURL INS LIVE L/..............1: 240 U SNOW L/...........1—: 240 U WIND L/...........I...: 240 U TOTAL GRAVITY L/...... : 180 U TOTAL UPLIFT L/....... : 240 U ROOF RAFTERS LIVE L/....... ... ..... : 240 U SNOW L/...............: 240 U WIND L/...............: 240 U TOTAL GRAVITY L/...... : 180 D TOTAL UPLIFT L/....... : 240 U ROOF PANELS LIVE L/...............: 150 D SNOW L/...............: 150 D WIND L/...............: 120 D TOTAL GRAVITY L/...... : 150 D TOTAL UPLIFT L/....... : 120 D REVISED 1 /4\ 1 REVISED THRU SALES ORDER REVISION 4 FRAME S I DESWA Y L I VE Fl/................: 90 D SNOW H/................: 90 D WIND H/................: 50 D SEISMIC H/.............: 50 D CRANE H/...............: 0 C TOTAL WIND H/.......... : 50 D TOTAL SE I S'MI C H/.......: 50 D TOTAL CRAVI TY H/....... : 90 D WALLS TOTAL WIND PANELS L/... . 90 D TOTAL WIND GIRTS L/.... : 90 D TOTAL WIND EW COL L/... : 120 C PORTAL FRAMES SIDESWAY TOTAL WIND Fl/.......... : 60 0 TOTAL SEISMIC H/....... : 50 D PSB 1 06/27 ENGINEERING DESIGN CRI TERIA BUILDING CODE FLORIDA 2001 BUILDING END USE WAREHOUSE CLASSIFICATION OF BUILDING STANDARD IMPACT LOADS NONE DEAD LOAD (STAR MATERIAL) 1 . 81 PSF BLDG A 3. 04 PSF BL DC B (A VERACE WE I CH OF PANEL S, PURL I NS) COLLATERAL LOADS 5.0 PSF (TOTAL BLDG A) COLLATERAL LOADS PLANIS ���l/P 3.0 PSF PSF (TOTAL BLDG B) SPRINKLER CEIL ING (NON-PLASTER)ICI p. 0 PPSF SF L I CHTS OTHER 1 . 0 PSF FIXED SERVICE EQUIPMENT NONE DES I CNED ROOF L I VE LOAD 20. 0 PSF (PURL INS) COLUMN LINES 18.06 PSF (FRAMES 1, BL DG A) 18.78 PSF(FRAMES 16,BLDC A) 12. 0 PSF (FRAMES, ALL OTHERS) MEZZANINE DEAD LOAD NONE GROUND SNOW LOAD NONE WIND SPEED 120.0 MPH IMPORTANCE FACTOR, WIND I WIND EXPOSURE B BUILDING DES I GNED ENCLOSED BL DC A OPEN BLDG B INTERNAL PRESSURE COEFFICIENT +/- 0.18 (GCPI) ALL DOORS, WINDOWS AND OTHER ACCESSORIES INSTALLED IN THE ROOF" OR WALL PLANES MUST BE DESIGNED TO WITHSTAND THE APPL I CABL E WIND PRESSURES AS SET FORTH IN THE FL OR I DA BUILDING CODE. ALL GLAZED OPENINGS MUST BE DESIGNED TO RESIST WIND-BORNE DEBRIS OR MUST BE SPEC I F I CAL L Y PROTECTED FROM WIND-BORNE DEBRIS IMPACT. COMPONENTS AND CLADDING DESIGN WIND PRESSURES: THE FOLLOWING VALUES ARE BASED ON A 700 SQF T LOADED AREA. ROOF: TYPICAL ROOF: PRESSURE = 10.00 PSF INTERIOR ZONE: SUCTION =-28.099 PSF EDGE ZONE: SUCTION =-23.709 PSF WALLS: TYP I CAL WALL : PRESSURE = 20.220 PSF INTERIOR ZONE: SUCTION =-22.196 PSF EDGE ZONE: SUCTION =-24.634 PSF COMPONENTS AND CLADDING ARE DESIGNED FOR PRESSURE AND SUCTION LOADS BASED ON ACTUAL TRIBUTARY AREA. ENGINEERING NO TES "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE STRAND CABLE D I AME TER FOR WIRE STRAND CABLE BRACING . ALL BOLTED JOINTS WITH A325 TYPE I BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE W I TH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 23, 2000 ". PRETENS I ON I NG METHODS, I NCL UD I NG TURN -OF -NUT AND C'AL I BRA TED WRENCH ARE NOT REQUIRED. THE CUTTING OR REMOVAL OF GIRTS SHOWN ON THE ERECTION DRAWINGS DUE TO THE ADDT ION OF OPEN AREAS, FRAMED OPENINGS, OR DOORS NOT SHOWN MAY VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY MANUFACTURER AS THEY APPLY TO THIS CONDITION. DOORS MUST BE CLOSED DURING HIGH WINDS. THE BUILDING IS DES I GNED AS ENCLOSED AS DEFINED BY THE BUILDING CODE. ALL WINDOWS AND DOORS IN FRAMED OPENINGS SHALL BE DESIGNED TO SUSTAIN THE SPECIFIED DESIGN LOADS. DURING HIGH WIND SPEEDS APPROACHING THE DESIGN WIND SPEED , WINDOWS AND DOORS SHALL REMA I N CL OSED . THE COMMON WALL AT THE BUILDINGS IS TO REMAIN SHEETED. REVIEWED Sanford Fi e Prev Div. Date:�/� DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 JOB NO. A STAR BUILDING SYSTEMS P.O. BOX 94910 70 B 80724 ■,���>� OKLAHOMA CITY, OK 73143 A RobertsonCeco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DATE RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL MBMA RRB 6127105 L ONGWOOD, FL SANFORD, FL DRA WINC NO. ENC. REWEW DPW E1 FOR PERM/T PURPOSES i e - DENOTES: CLIP L OCA TION CL493 AT 81 AND 10" PURLINS CL495 AT 12" PURLINS - DENOTES: CLIP LOCATION CL204 AT 82" AND 10" PURLINS CL504 AT 12'( PURLINS —O— DENOTES: PIPE STRUT. A T TA CHED Wl TH ' " 0 X 11 " A 325 BOL TS. X DENOTES: PURLIN OR GIRT STRUT -�i DENOTES: STANDARD PURLIN OR GIRT WITH CLIP CL277 A T EACH END. -FX> DENOTES: PURLIN OR GIRT STRUT WITH CLIP CL277 AT EACH END. Wno) Z - � q O O o I N � 0 0 I Lo N I � � O O O I Q N O 0 I 0 I rn O I rn O I rn O I I 0 N �N JI LII�L UVL l If-1ULL CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS CA (2) 2 X 14 A325 B&N 0 0 Z SECTION LAP TABLE NO TES. 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER AND SHALL NOTAO UCED, OR USED FOR PURPOSETWITHOUT PRIOR WRITTEN APIPROVAL IED,POF TAR BUILDING SYSTEMS. Y OTHER 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE; GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS SYMBOL LAP SYMBOL LAP SYMBOL LAP l'-I LAP OE 3'-241 LAP lO 4'-7 LAP O1'-7 LAP OF 3'-7 LAP OK 5'-1 LAP O 2'-1 LAP OG 4'-1 LAP OL 5'-7 LAP D� 2'- 7 LAP OH 2, LAP Q8 9 /Qo l ➢ 102 13 14 /5 16 I I f (T Q o 0 I I I ROOF FRAMING PLAN REVISED 1 1-\ 1 REVISED THRU SALES ORDER REVISION 4 cq v1 0 Le ul YYI % I Yl1VU L I -rvL- a " 0 BRA CE V DENNIS P. WA TSON, P. E FOR8600 S. l_-35 SERVICE ROAD PL RMI T PURP� SES MA CITY, OK. 73149 FLORIDAL ORIDA P. E. 17978 � I PSB 06/27/05 JOB NO. STAR BUILDING SYSTEMS P.O. BOX 94910 /0 B 80724 OKLAHOMA CI7Y, OK 73143 T"k A RobertsonCeco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DATE RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL RRB 6127105 LONCV'/OOD, FL SANFORD, FL MBMA- DRA NO. NOT TO SCALE E2 NOTE: CIRIS AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS; AND/OR CONSTRUCTION (NOT BY STAR) AREAS. E I L E2 E2 E2 E3 E3 E3 WR1600 E3 1 " 0 BRA CE E4 E4 E4 E4 E4 E4 E5L WR � BRACE l� 5'-0 LW1 - Z3 4 E Z6 D D Z9 D D Z12 O O Z14 D D Z16 D D Z14 D D Z16 & Z20 D D Z23 D D Z23 D D Z23 4 D Z23 D D Z23 D D Z30 ��L Z 5 8 Z3 — W 5'— 8 LW1A "A3 E3" /�_ Z2 C Z5 (TYP.) L DH2 c i Z8 DFl3 Z10 o 0 111 Z13 & Z13 DH4 Z15 N Z17 OH5 .' Z1 OH3 x'Z19 DH1 i i> Z21 0 0 o Z24 > DH2 u DH2 u i DH2 u� u a Q DH2 �> O c �`/ D Z25 O o p cn U Z27 0 0 c Z24 0 oc Z25 Z29 Z33 " W '- 4 N N N 6 cvU N u ^ TYP. N o co N I �y I I 27R� I Iko `O 'DH� -4 o LW1B Z1 A A Z4 N _ 7 �^ > I L8 "I c I " ( ) L15 �- "� Z13 dt Z13 o I I 11 Z19 p I Z21 N r� I _ Z24 ^ N 1 �v �v /' N Z25 r� I "� o I '`� Z24 p Z25 I Z29 TYP. o Z27 0 ( ) ^ ^ ^ L31 N 3'- _ 0 BA 12 — — — — — — _ o p _� — " — D 2 _ _ — H N Z11 — — — — — — '� --(TYP. o o o DH3 `� — — O — N — — N _ — — o Z26 _ — Z27R N o — — — — o — — — — - — — DH3 " 1 6 i 1 -5 N 1 6 i 10'-0 5'-8 '- 7'- 0 '- G 5'- G 2'-6 6'- 4 19'-2 4 20'- 0 q- 7'- 0 '-_ 16'- 0 '- 10'- 0 N 8'- 7 10'- 0 8'- 7 '- G N 10'- 0 8'- 7 8'- 7 10'- 0 '- G N 8'- 7 10'-0 8'- 7 5'- C 20'-8 16'- 0 '- GCN �l'-2 _ 25'-0 25'-0 25'-0 25'-0 28'-0 28'-0 28'-0 28'-0 -0'-10 27-2 27'-2� 27'-24 27'-2 27'-2 27'-2 23'-174y 1'-04 U b cb 11 cb ch) (14 15 dD CBCI5VR CIC CIE CIG CIQB Cl/ C1K CIN CIQA C1SA CISA CISA CISA CISA CISB CB3Z ELEVA TION "A" BUILDING "A " (1) NH37 (1) NH26R (1) NH26L (20) NH3 (134) NH30 (134) NCI r- U O O O O I I I I O O O O O^ 0 0 0 I I O O O O o 0 I I I I I O O O O O U C0 O O O_ I I I I O I C O^^ I I I I I l 00 1 1 N O^ ,� I I I I I I I I I I I I I I I I I I I I I I I "I I I I up I II ' co �0 0o N" CQ cu 0 O cu 00 0 I ao N e0 "I 60 N o I I I I I " I o 0.� "I ao °� u� °o I n "I I I i " W N QO oo "1r " oo "Ln " CQ O N 00 N " N co I co a0 W 00 I r v tom.. t� ^ ^ '� ^ t� O O O O O O U O U O O O O O O I I I I I I I I I I I I I I I U^ ^ `� v I ^ O U^ `� ^ ^ ^^ ^^ O O U O O O o 0 0 U^ O^^ 0 0 0 0 0 0 1 I I I I I I I I I I ^ I I I I I I o 0 0 0 0 °0 O O O^^ ^ 0 0 01' 0 O^ r ^ O^^ O F {^ti ^ ^ N. - ^ ^ t� ^ U O O U O O O U O U U O U O O O C-) O O NS 0 I I) N 1 C I I I I 1) NSIO I 1) NS1 C I I ^ I I I I I I I I I ^ 1 Cl) N 1 A 1) N 1 C 1) N 1 D 1 N I bo �� co� co co co (1 N 1 E 1) N 1 D 1) N. 1 AI o a (I N '1 D ,— I o o (1 N 1 [� 1 N 1 D 1) N 1 D S' d ,� ,— a0 co co 1 I I 00 N N ao a� a� Rro ml �I IU 2 NS1OF O C� Z qa I I I U1 � Z ^^ Z I V) � I r Ill p o I p Z I p I f Z •' ^ T r L �I �I �I � 1 NSI I� I I I Icn I� I I I I 1 I.� 1 I I I^ 1I I �I V�1 cif I I_ I� 1G I ZI I< J Z IZ Z Ul Z I I I Z ^ C I ^� -�I 1 I () I �I z J Z Z Z Z— < Z L < L i -- — N N N N (1) NSI G (1) N51 G NB3 (1) NSI G (1) NS1 G (1) NSI C NB3 (1) NSI G (1) N51 G 2'-0 BACKLAP WALL SHEETING ELEVA TION "A " BLDG A - r- DURA-RIB PA, NEL SUPPORT BEAM SFIELD LAP SCRA LOCATE AT 2'-0 INSIDE CLOSURE NG74 DOOR JAMB W/CAULKING AT BOTF( SIDES CHANNEL - PC60 STARSUPPORT SCREWS FIELD LOCATE N FL ALL 7 5 O/C FIELD DRILL GIRT 90 HOLES AS REQDPC60A ©7'-2 Df I'S PW/(2) SHEETING ANGLE V21 STRUCTURAL SCREWS O I I PC60B © 7'-0 DHS'DURA-RIB AT EACH PURLIN - ---------------- _ _ (4) 1 0 X 14 i w A307 BOLTS I w DOOR HEADER SUPPOR ZEE NL63 �I WALL SCREWS r» (2) 2 3 0 X 14 I AT 5-7-5 0/C A325 BOLTS II INSIDE CLOSURE NG74 PC60_ I U R I I I W/CAULKING AT BOTH SIDES o BLDG. it I I I FRAME RAFTER � II 11 DURA-RIB PANEL DETAIL "A3/E3" SECTION B2/E3 �J SECTION "A2/E3" DENNIS P. WATSON, P. E. 8600 S. I-35 SERVICE ROAD ® A % PURPOSES 1179 08 . 73149 FOR ER PU OSES OFLORIDAL IOMP. / VII ! 1 / E. L SECTION LAP TA BL C NO TES.' REVISED 4 REVISED THRU SALES ORDER REVISION 4 PSB 06127105 JOB N0, STAR BUILDING SYSTEMS P.O. BOX 94910 IO B 80724 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR ��� OKLAHOMA CITY, OK 73143 SYMBOL LAP SYMBOL LAP SYMBOL LAP BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER p'` A RooertsonCeco Company(405) 636-2010 / MEMBER AO I' -I LAP EO 3'-24 LAP lO 4'-7 LAP DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. BUILDER: CUSTOMER: 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD WORKMANSHIP IN ERECTING MATERIALS FOR IN RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL MBMA BO 1'-7 LAP OF 3'-7 LAP KO 5'-1 LAP QUALITY THIS BUILDING CONFORMANCE CHECKED DATE GO 2'-1 LAP OG 4'-1 LAP OL 5'-7 LAP WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. RRB 6127105 LONGWOOD, FL SANFORD, FL DRAWING N0. D 2'- 7 LAP <8> 24 LAP NOT TO SCALE Ej NOTE: GIRTS ANDbq WALL PANELS MAY REQUIRE FIELD CUTTING AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS, ANDIO� CONSTRUCTION (NOT BY STAR) AREAS. WRI600A o O E_ w 5'-0 Z - u 5'-8 4'- 4 O _ ' 3 - 0 I " 0 BRACE ESR ILW1 L WIA L W1 B� BA 12 — — Z46 46 - L45 — E4 - D D (TYP.) A B Z47 — — — — � o o E4 E4 E4 E4 E4 DH7 N Z30 D D Z23 4 D Z23 & Z49 D D Z52 do Z53 Z55 (TYP.) Z57 �J 3 u3 ' Hu ` 4'-34 Z62 a H , DH2 u � u DH2 u �� ^ ^, 754u DH2 u Z DI- 8 u Z48 O z Z27R O 27L o bZ50 o Z51 p o Z27L Z27R o O Z61 o u I 27 L0 I p I I I I (TYP.) F f cv f cv n, `n N �p Z27L N `� N L O^ p O ^ O Z50 O ^ O Z51 I ^ Z27R O ^ O Z59 O N O Z27R Z27L Z27R Z27L ,� O '� g — — - - - _ Z56 E3 E3 (TYP.) Z64 DH8 Z60 Z63L o �� I Z60 N Z63L O — E3 4 -34 Hu ` Z62 H, Z63R fl Z66 (TYP. N Z65 O ) ^ Z63R - - - — — — E3 E2 O (FYP.) Z64 ' Hu ` 4'-33 Z71 H D r _ Z68 r, o Z70L TYP. D D N ( ) Z67 Z69 - — — — — — — - WR BRACE E2 E2 EI R Z70R Q Z76 (TYP.) IZ79� ' H °� 4'-3� f I �� Z73 DH8 Z75 Z77 DH8 0 o �' o Z78 F P Z72 I > _ �Z74 & L7� Z/7 I `� — O O — — — - O O L78 ^ A31EJ I �� I �� II �� 5'-8 12'-0 7'-4 r� c(l)8'-7 I'-04 23'-1It' 27'-2 1 U -0 8 -7 27'-2 8 -7 10 -0 8 -7 27'-2 8 -7 10 -0 8 -7 27'-2 4-� n 10 -0 8 -7 1'-0 27'-2 8 -7 10 -0 N 27-2 0'-114 rt 12 -0 2'-84' 28'-0 8'-0 8'-0 12 -0 28'-0 8'-0 1'-0 et- 22'-84 28'-0 1'-0 28'-0 rt 19 -84' 12 -0 12 -0 1 -0 25'-0 17'-0 25'-0 25'-0 25'-0 I6 cb ck) c13 CA) C1I 10 cb b (A) b 5 b 3 b 0 CB3Z CISB CISA C1SA C1SA C1SA C15A C1P CIM Cli C1H C1P CIF CID C1B CBC3VL ELEVA TION "C" BUILDING "A " (1) NH37 (1) NH26R (1) NH26L (20) NH3 (134) NH30 (134) NCI (1) NS10 CDI � I (1) NSI (1) NS10 i (1) NS1 Q , (1) NS10 - NSI Q (1) NS10 (1) NSIA ��\ (1) NSI (1) NSIA 0 0 0 0 I I I I 00 � 00 ^ ^ -1 0 0 I I N 00 ^ �� 0 0 0 0 0 0 0 I I I I I I I N N oo N W ^ r� ��. t� ��. c-, r- I I 0 0 0 0 0 0 0 O O O O O I I I I I I I NS1 I I I I I DO 00 N W o0 00 I I 00 00 00 00 ^ ^ ^ t� ^ ^ ^ ^ ^ ^ ^ I I IQ I`1 v� LI I^► I ^^ I I I I I^ I CQ I I cQ I I CQ cQ CQ co 0O I I 0 0 0 0 0 0 0^ `^ 0 0 0 0 n1S1 �{ I I I I I 11 NSI Gi I I NSI CI I ,I I I 00 CO co I I 00 00 1) N 1 100 CO 00 00 ^ ^ ^ ^ ^ ^ ^ f 1 ^ ^ I I I I I I O O O O (1i O O I> ZI I �I I Z �j I ^^ I� I ^,` ^ I I I Z rj:2 0 n 0 0 0 0 N51 j .` I( NSI O I I I I I OI I I 00 00 00 ^ e� —I I Q c-, ^ ^ I I I ml Im N I O O , I I .— I I ZI NI Z ^ I^^^ I I� �r 0 0 O O O O O O O O 0 0 0 �J O O O O O O O O O 11) NS1 I I I o o I I I I I I I I I I I I I I I I I^ I I I I I I N QO 00 00 00 N 00 00 00 ao 00 N 00 00 00 O 00 co O co 00 00 N n.. r� I I I ^ ate-. t� ti r+ ti ^ ^ ^ c� ^ ^ t-, ^ ^ s� ^ ^ ^ I I I I O O o0 cv co 00 ZI ^ ^ ^ ^ O O O I I I 00 00 cf s� o0000 000o I ^I I I I I I I I I I O O d � 0 0 0 0 0 0 0 0 0 0 L I I I I I I I I I I I I o0 00 () S 0 00 00 00 CQ CQ 00 00 00 00 00 1) N 1 B O (- ^ 1— c� ^ ^ c� sue. ^ ^ ^ ^ IU V I IV vl^ oq �� I { I ^ ^I i — ^ ^ NB3 — ^ ^ ^ ^ �. �. �. �. — ^ �. �- ^ �. — ^ NB3 — ^ ^ ^ ^ (1) NS10A 2'-0 BACKLAP WALL SHEETING ELEVATION "C" BLDG A DENNIS P. WA TSON, P. E. 8600 S. 1-35 SERVICE ROAD ® ERMI T PURPOSES OKLAHOMA CITY, OK. 73149 FOR / FLORIDA P.E 17978 b SEC T1 ON L A P TA BL E NO TES.' 1. THIS DRAWNG, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS 2, THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR EREC77ON GUIDES, AND INDUSTRY STANDARDS. REVISED 4 REVISED T HRU SALES ORDER REVISION 4 PSB 06127105 1 P.U. BOX 94910 A STAR BUILDING SYSTEMS OKLAHOMA CITY, OK 73143 �` A RobertsonCeco Company (405) 636-2U1U JOB N0. 10 B 80724 SYMBOL LAP SYMBOL LAP SYMBOL LAP MEMBER MBMA AO I'-1 LAP bE 3'-24' LAP b 4'-7 LAP BUILDER: CUSTOMER: RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL LONGW00D, FL SANFORD, FL BO 1'-7 LAP bF 3'-7 LAP bK 5'-1 LAP CHECKED RRB DATE 6127105 GO 2'-1 LAP bG 4'-1 LAP bL 5'-7 LAP DRAWING NO. D� 2'-7 LAP bH 24' LAP NOT TO SCALE E4 I (1) NH (1) NH9 (2) NW49 (I 1) NH31 E6 RKW1 U OPEN TO EA VE LINE TO REMAIN OPEN v U N I N �- 27'- 8 I I 1 B dD CIA CIA E6 ELEVA TION "A" BUILDING "B" (1) NH (1) NH9 (2) NW49 (11) NH31 27'-8 NL26 NL22L NH28L NL25 NH28L NLPI NL3N NL 7N6 (2) V21 52'- 0 N. 9 CIA ELEVATION "B" BUILDING "B" (2) V21 (�) NO2L r.IW49A dD (A) I 52'- 0 CIA CIA ELEVA TION "C" A BUILDING B" CIA NO TES. - I. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAN/ING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. EL EVA TION "D " BUILDING "B" REVISED 1 /4\ 1 REVISED THRU SALES ORDER REVISION 4 NLPI NL3N NL 7 NSU (�J NLR (2) A,� NH28R NL26 NL22R NH28R NL25 DENNIS P. WATSON, P.E. ® ,/ 8600 S. I-�35 SERVICE ROAD FO FERMI T FUR ®��� OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 PSB 06127105 JOB NO. STAR BUILDING SYSTEMS P.O. BOX 94910 IO B 80724 ^� OKLAHOMA CITY, OK 73143 A RobertsonCeco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DATE RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL MBMA- RRB 6127105 LONCWOOD, FL SANFORD, FL DRAWING N0. NOT TO SCALE I E5 NOTE: GIRTS .AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING AT FRAMED QPENINCS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS, AND/OR CONSTRUCTION (NOT BY STAR) AREAS. i CC3 CL 716 RBC1 VAL o Z82 U j LLCF Z81 `o Z81 w � �I L Z81 (TYP.) -0 BA 12 �(2) CL278 N� 26 NL25 NH26L NL22L 12 1 GC4 GC2 GC2 - (8) V21 CL247 CC2 RgC EL & RBC1 VER RBCZ VCL & RBC1 VCR RBC1 VOL & RBC1 VDR o Z39L RBC1 VBL & RBC1 VBR L Z84 Z85 L Z38 rv�IA325 "� Z87 W/A325 BOL IS L W/A325 BOL IS 5'- 04 W A325 Z83 BOL IS Z83 Z83 Z83 BOL IS (TYP.) Z83 Z83 Z83 Z86 0A Z83 (TYP.) O OA Z83 (TYP.) OA A Z83 (TYP.) A AO Z86 '2) CL278 82 14'-32 20'-0 CBC3VL CBC4 VR & CBC4 VL ONE FBI © 7'-4 LEFT 20'-0 20'- 0 d) dD C135 V C66 V ONE FB1 0 7'-4 LEFT ONE FBI @ 13'-0 LEFT ONE FB I B @ 7'- 4 LEFT ONE FBIB 9 13'-0 LEFT 20'- 0 cb CB7V ONE FBI ® 7'- 4 LEFT ONE FBI 0 13'-0 LEFT ONE FBI 0 18'-04 LEFT (13) NL62 (121) NL63 (1) NL50L (6) NL52L GC5 GC6 CC7 RB 1 VF RBC1 VGL 2VGR ---- RBC2VFR & RBC2VFL CL247 CL 74 I , RBC2 V[R & RBC2 VE Z93 LZ97 R Z38 L W/A325 _ W/A325 R Z104 W/A325 BOL IS BOL IS W/A325 BOL TS Z92 197 Z38 BOLTS Z103 Z91 CL 100 Z96 CL 100 Z41 CL 100 Z102 (TYP.) OA OA (TYP.) A A (TYP.) q (TYP) O O Z90 c Z95 1 Z88 DH8 CL100 �Z88 DH8 o 8 CL214 CL214 CQ o a Co 7'- 4 12'- 0 `v 12'— 0 I N I N 22'- 0 16'- 0 DH8 Z99 ZI01 o Z98� Z100 i� 0 Q—----- CL214 12'- 0 5'- 4 20'-0 19'-0 `'� J dD CB8V CB9V CB9V ONE FBIC © 13'-0 LEFT ONE FBIC @ 13'-0 LEFT ONE FBIC 0 13'-0 LEFT ELEVA TION "B" BUILDING "A " NLPI NL5 NL2 WALL SHEETING ELEVATION "B" BLDC A GC8 (8) V21 PC39A GC2 GC9 IRBC'2VDR & RBC2 VDL RBC2 VCR & RBC2 VCL RBCZ V �L116 CL247 R PC39A BR &RBC2 VBL RBC2 VAR &RBC2 VAL W/A325 Z10.3 _ W A325 Z103 _ 10 LWl BOL TS BOL IS N//A325 O R L WI D o Z107 (TYP.) O O Z102 (TYP.) O A BOL TS ZI 12 30L T 5 L W1 E RLCF 80L T Z115 W A325 CL 100 CL 10 O O BOLTS 1 I WIA H1 Z106 Z109 O ZI10 HL ZIl l Z114 'A3/E,3 j J L W1 B Z105 ZI08 F (TYP.) `j Zj, Z113 �+ O Z110 > i- - — — — — — — — — — — — — — — — — — 3 -0 CL214 I CL214 (2) 1-L278 (2) 01278 1'-6 14'-2 19'- 0 19'- 0 Il'-10 19'- 0 0 I 20'- 32 d d) CB 10 V CBI I V CB 12 V CB I3V CBC14 VR & CBC 14 VL ONE FB1 @ 7'-4 LEFT ONE FBIB © 7'-4 LEFT ONE FB I @ 13'- 0 LEFT ONE FB I B ® 13'- 0 LEFT ONE FB1 © 18'-04' LEFT ONE F81C @ I3'-O LEFT ONE FBI @ 7'-4 LEFT ONE FBI @ 7'-4 LEFT ONE FBI 9 I3'-0 LEFT ONE FBI © I3'-0 LEFT (I3) NL 62 (1221 NL 63 (I) NL 50R (6) NL 52R (42) Alo 71 (JD CBC 15 VR NL26 NL25 NH26R NL22R CODE N. S. CLIP F. S. CLIP LEFT RICH LEFT RICHT LLCF CL707 CL70IR ---- CL707L L CL70IR CL 701 R CL701L CL 701 L RLCF CL701L CL 707 CL70IR - - - - R CL701L CL701L CL70IR CL70IR FOR PERMIT PURPOSES DENNIS P. WATSON, P.E. 8600 S. 1-35 SEL ROAD OKLAHOMA CITY, 73149FLORIDA P.E 179 Z SECTION LAP TABLE NO TES: 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE THIS DRAWING, ALL APPLICABLE STAR EW17H THIS DRAWING, RECTION GUIDES, AND TAILS EFERENCSTAND IN REVISED 4 REVISED THRU SALES ORDER REVISION 4 PSB 06/27/05 ' STAR BUILDING SYSTEMS P.O. E30X 94910 '_f1_ OKLAHOMA CITY, OK 73143 A RobertsonCeco Company —2U10 (405) 636 Io e 80724 SYMBOL LAP SYMBOL LAP SYMBOL LAP MEMBER ----------- MBMA AO I'- I LAP OE 3'-24 LAP IO 4'-7 LAP BUILDER: CUSTOMER: RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL LONCWOOD, FL SANFORD, FL OB 1'- 7 LAP F O 3'-7 LAP K O 5'-1 LAP CHECKED RRB DATE 6127105 OC 2'- I LAP OG 4'-1 LAP OL 5'-7 LAP DRAWING NO. E6 NOT TO SCALE DO 2'-7 LAP OH 2,1 LAP NOTE: GIR IS AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS, AND/OR CONSTRUCTION (NOT BY STAR) AREAS. 12 1 (8) V21 GC2 GC2 GC2 GC2 PC39 PC39 - CL247 RBCI ZGR RBCIZGR & CL247 PC39 FL & RBC1 ZFR fZBC1 ZGL BCIZGL F�BC 1ZFf-�' & F'BC ZFL GC1 RBC1 ZEL & RBC1 ZER RBC Z38 Z38 (2) CL741 Z3 RBCIZER & RBC1Zf 1 ZCL & RBC1 ZCR RBC1 ZDL & RBC1 ZDR Z4 L Z44R BC PC39 `n L V1/A325 W/A325 R RB1 ZB CL247 I V/ A325 BOL IS RB1 ZA Z38 PC39 Z38 �l A325 Z38 BOL TS Z38 Z38 - BOL TS Z38 BOL TS - BOLTS Z38 f_ o Z39L L WIA 325 BOL TS o � I LLC L WIA325 TYP. A A BOL TS Z41 I Z37L W A325 Z38 BOL TS ( ) O Z38 �n Z38 - Z38 _ Z38 _ - Z38 o� CL237R BOLTS Z41 CL I00 I CL207 t Q Lo Z37L Z38 - Z40 _ Z42L DHI Z43L Z40 Z38 Z38 Z38 - Z40 - �r CCL207 Z37L(TYP.) O A Z38 (TYP.) <A>O Z38 Z42L `j Z43L A OA (TYP.) Z38 (TYP.) OA A Z38 (TYP.) A OA Z38 (TYP.) O A Z38 (TYP.) A OA LJ8 (TYP.)OA 3'- 0 CL237R BA 12 0 (2) CL278 CL214 5'-10 10'-10 15'- 0 20'- 0 20'-0 20'-0 20'-0 20'- 0 20'- 0 20'-0 20'-0 NLi26 NL!25 NH9,6L NL�,2L dD cb cb J (i) &) 6 (1J dD C83Z CBC4ZR & CBC4ZL CB5Z CB6Z CB7Z C88Z CB9Z CB9Z CB8Z ONE FB 1 B @ 7'-4 LEFT ONE FBI © 7'- 4 LEFT ONE FB 1 C © 13'- 0 LEFT ONE FB I C @ 13'- 0 LEFT ONE F1318 ® 13'-0 LEFT ONE FBI @ 13'-0 LEFT ONE FBI @ 18'-104' LEFT ONE FBI @ 7'-4 LEFT ONE FBI ® 7'-4 LEFT ONE F61C @ 13'-0 LEFT ONE FBIC 9 13'-0 LEFT ONE FB I @ 13'- 0 LEFT ELEVATION "D " BUILDING "A" NLPI NL5 (13) NL62 NL2 (122) NL63 (1) NL50L (6) NL52L /A9) NG70 WALL SHEETING ELEVATION "D " BLDC A (8) V21 PC39 PC39 RBCIZOR & RBCIZOL RBCIZCR & RBCIZCL �— PC39 1 W A325 Z38 PC39 Z38 BOL rS 2 BOL TS Z41 CL100 A O Z41 "A3/E3" (TYP.) H1 Z42R — Z40 _ Z43R Z43T�' `j Z42R_ Z38 (TYP.) O CL214 10'-10 '- 5'-10 20'-0 20'- 0 cb d) CB7Z CB6Z ONE FB 1 @ 7'- 4 RICH T ONE F8I @ 13'-0 LEFT ONE FBI @ 7'-4 LEFT ONE FBI 9 13'- 0 LEFT ONE F81 0 18'-104' LEFT (13) NL 62 (121) NL 63 (1� NL50R (6) AIL 52R (42) Ivy 7/-) / PC39 i- PC39 �1_l RB1ZB R _ N1/A325 Rnl TS Z38 r GCI 241 RB1ZA 1 W/A325 _ RLC 80L TS L37R CL237L CL207 Z38 _ "L37R CL237L i Z38 (TYP.) A AO Z37R CL207 CL237L ------ --- CL207 1(2) CL278 20'-0 15'- 0 cb (A) CB5Z CBC4ZR & CBC4ZL ONE FBI © 7'-4 LEFT ONE FBIB © 7'-4 LEFT ONE FB 1 B 0 13'- 0 LEFT d) CB3Z NL26 NL25 NH26R NL22R CODE N. S. CLIP F. S. CLIP LEFT RIGHT LEFT RIGHT LLC ---- CL70IR ---- CL701L L CL70IR CL701R CL701L CL701L RLC CL701L ---- CL70IR ---- R CL701L I CL701L CL 701 R CL70IR DENNIS P. WATSON, P.E. 8600 S. 1-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 c, .� EC ll 0�l LAP TABLE NO TES: 1. THIS DRAWNG, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE MTHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. REVISED 4 REVISED THRU SALES ORDER REVISION 4 PSB 06127105 STAR BUILDING SYSTEMS P.O. pox y4�10 ��` OKLAHOMA CITY, OK 73143 ersoneco Company A RobtCComan �\ (405) 636-2010 JOB NO. / � B 80724 SYMBOL LAP SYMBOL LAP SYMBOL LAP MEMBER MBMA O I '-1 LAP O 3'-24' LAP O 4'-7 LAP BUILDER: CUSTOMER: RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL LONGWOOD, FL SANFORD, FL O 1'-7 LAP O 3'-7 LAP O 5'-1 LAP CHECKED RRB DATE 6127105 OC 2'-1 LAP O 4'-1 LAP O 5'-7 LAP DRAWING NO. E7 DO 2'-7 LAP Tl 24 LAP NOT TO SCALE GENERAL NOTES FRAME CLEARANCES Sf-IOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. Q Ln 1 "V �ll 4J L 1 v i O Lu n. I 8� 16 12 12 1� �1 p 3 5'-0 5�-O 5'_0 5 - p 3 5,-0 5'- p 3 5'-0,3 5'-0 5�-0 5 — — `'_ =0 5'--0 . 5'-0� 5-0 3 5'-0� 5 -0 '-U 3 5'-0 5'-0 5'-01 5 -0 3 5 -0 5 -0 5 5- 02C� 5'._0f'J 5' 0j 5 ' 0 5 - p 5 - 5- , �5 1 0� 5 --0 5'-0 5'-0 4'-5 5'- p 5 -01� 5'-0 5 -0 -0� - -0 5 -Oil 5'-0� 5'-0 3 5'_ p� 4'-5 �'-`� f-"411 50'- 0 50'- 0 69'- 0 al'-0 125'- 0 125'- 0 250'-0 OUT/OUT OF STEEL U CROSS SECTION AT FRAME LINE "2" BUILDING "A " FOR PERMIT PURPOSES V DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 731 49 FLORIDA P.E. 11978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVA RON. 12 12 p 5'- 0 5'- 0 5- 0 5'- 0 5'- 0 -0 5 -0 5'-0 5'-0�3 5'-0 5'- 5'_ 1 5- 0 3 5'-0 3 5'-0 5'-0 5, l0 s 5'_- ' p 5_ p 5, -0 5'_0 5 0 5' ,� _� 5 -0 5- 0 5 -0 5 -0 3 5'-0 3 5'-0 5'-p 5'-0 5 --0 5 5— 0 5'_ 0 5'- 0� 5'- 0 5- 5 -0 5 -05'-05- 0 59-�0} 4-'--5- 4'_4.� 4'- 4R � 4'- 5 4 5 0-l��i'__- I ca1./ F.S. FB1 F.S. FB1 F.S• FB1Y N.S FR9 ni FB.?F ni c __ CROSS SECTION AT FRAME LINE "5, 9" BUILDING "A " FOR PERMIT PURPOSES DENNIS P. WATSON, P. E. 8600 S. 1-3.5 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 CENERAL NOTES FRAME CLEARANCES 51-IOWN ARE APPROXIMA TE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 3fl 1 '-3' 12 92 1F �1 3 5- 0 5'- 0 3 5'- 0 5'- 01 5- 0 5- 0 5- 0 5'- 0 5'- p 3 5'- 0 5'_ 0 5- p 3 5'_ 0 p 5 -0 5 0 5'- 0 5'-0 5'-0 ' 5�_ p 5'-0 5 -0 ' S 5 _ pl� 5- 0 5"-0 5'_0 , _ p 5'_ 5'-0 5 _ p ' S _ p , 5 -0 5'-p� 5-_0 3 '-5 5'- p 5 -0 -0� 5 -0 � -0 5 � 0 � 5 -Ot'3 5'- 0� 5'- 0� 5'- p� 5'_0 C CROSS SECTION AT FRAME LINE "6" BUILDING "A " FOR PERMIT PURPOSES DENNIS P. WATSON, P. E. 8600 S. 1-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 `:i tl d GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 I -316 1 '-31L 12 s 5 -0� 5'-0 3 ' p 5_ 5_p 5-0 5'-0 3 5'-0� 5'-0�- 5'-0 3 , 5 - � 0 5 -0� 5'-0 5'-p ' 5 -0�- 5- Od 5'--01- 5'-0 s 5,-0 `- / `''-OIL �' U 5-0 5'-0 S- � 5- OT 5'--0�' S'-O 5'_O 5'-0 . 5 -0 ? � 0 5,- i O 5'-0 5'-0 ' S'- 0 5'- 0 5'- 0 ¢'-43 4'-5 5'—OI 5 —0 5 — p4 5'_O 5 —0 5'-0 . , 1 5— 0 J 5'— 0 5— 0 4, —5 s FB3H N. S. IF. S. FB1,1 N. S FB1P F83E FB 1 J SIFS FB1J N J. FB 1 J N S IF. S N S./F.S FBIX FB 1 J F. S. N, S /F S N. SB2F 5 FB 1 AE FBI C co / N. S. S N. FB1Z IFS FB1AF N.S.IFS N FB1J FB1E SBl J N.S./F.S N. S. 1 N.S./F.S N.SIF.5' FB3J N.S/F.SN.S/F.S FB1Z B1J N S./F•S FB1J F FB1J N 62F.S FB1Z N N.S./F.S N.S./F.S r r N.SB1F / S FB N.SIFS N.S F.S FBIAN FFBIV F61T FB1J SBI J N.S./F.S N.S./F.S N. S. N.S/FS N.S/F.sN.S/F.S N.S F.S F�J / N.S F.S N N.FBil F.S / B � �v C C 1 o B B o DD w A (81 I N N N �� C �� �� A 1 64 0 245'- 7' 2 N N N N c 4 �1r1 O I m I O I °oQY JhFIN. FL. I ELEV. 82 Ln � �r, � 82 82 82 50'- 0 50'- 0 39 ,- 0 74 '- 0 37'- 0 125'- 0 125'- 0 250'-0 OUT/OUT OF STEEL `:AJ CROSS SECTION AT FRAME LINE "8" BUILDING "A " �Lw� I FLANGE BRACES DENNIS P. WA TS ON, P. E PIECE MARK l A TERIAL 8600 S. 1-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FOR PERMIT PURPOSES FB1_ ANGLE �4' X 11 X 8 FLORIDA P. E. 17978 FB2_ ANGLE X 2 X l s FB3_ ANGLE �2 x 21 xn NO TES.' REVISED ¢ REVISED THRU SALES ORDER REVISION 4 PS 06127105 JOB N0. C' SPLICE CE BOLT TABLE E 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR STAR BUILDING SYSTEMS P.O. BOX 94910 J� B 80724 =�i�`�'�1.__ OKLAHOMA CITY, OK 73143 CONN. QTY. SIZE TYPE HARDENED BEVELED THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER Tw A RoberEsonCeco Company (405) 636-2010 MEMBER A (6) X 2 A325 B&N WASHERS WASHERS 0 0 PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. BUILDER: CUSTOMER' 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, RHS CONSTRUCTION COMPANY INC HARVEST TIME INTL MB BMA (8) 4 X 2 A325 B&N 0 0 GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE CHECKED DATE C (4) 2 X 14 A325 B&N 4 0 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. RRB 6/27/05 LONGVVOOD, FL SANFORD, FL DRAWING NO. 0 (10) 4 X 2 A325 B&N 0 0 NOT TO SCALE E9 4 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMA TE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 1� 3 51- 0 5'-0 5'- 5'-0 3 5,-0 3 5'-0 5'-0 51 -0 5'-0 5)-0 -0 5 -04 5 -0� 5�- p' S,-0 3 � 5'_0 5'-0 5'-0 5'-0� 5'-0 5 4'-481 4 —5 �0-5 —0 5 —0 FI3I Al 12 5 -p _ 510 l 5,- 0- 5 0 5'- 0, i 0 5'- p' 5'-od 5, 0,3 5'-0 1 4'_5,4'- \�l \=/ CROSS SECTION AT FRAME LINE "1 U-5" BUILDING "A " FOR PERMIT PURPOSES a f�_ I =T' I� (yu -x= � • W I DENNIS P. WA TSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 7J149 FLORIDA P.E. 17978 (2) 4 "0 X 12 A325 c/ 111 ^' ' 11 8� 25'— 6 CROSS SECTION AT PORTAL FRAME BUILDING "B" E GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE EL E VA TION. (2) 4 "0 X 12 A325 BOL TS r DENNIS P. WATSON, P.E. 8600 S. 1-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 NOTE: PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARIL Y BE THE SAME ON EACH SIDE OF THE RAFTER, SEE ERECTION DRAWINGS FOR LAP SYMBOL AND Z SECTION LAP TABLE nLAPSYMBOL I LAP SYMBOL U � U (2) LAP BOLTS MUST BE INSTALLED A T END OF LAP DO NOT INSTALL BOLTS HERE UNLESS UTILIZE BOTTOM HOLE CLIP CL493, CL204, CL277 OR FACTORY FOR BOLTING UP PURLIN WELDED WING PLATES ARE REQUIRED FLANGE BRACE --------------- L 0 000 OOO 0 0 0 I o'o► ---- --- _ — _ — ------- RAFTER 1 I I FLANGE BRAG AT ���,� `��'` DEEP MEMBER o FLANGE BRACE MA Y BE I 0 � 0 0 REQUIRED ON ONE OR o 0 BOTH SIDES OF COLUMN 1 NORMAL FLANGE BRACE LOCATION I I I ALTERNATE FLANGE BRACE A TTA CHMEN T I 5'— 0 3'— 0 3'— 0 INNER GIRT (2) LAP BOL IS MUST BE INSTALLED AT END OF LAP FLANGE BRACE CONNNECTION TO PURLIN NOTE: GIRT LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARIL Y BE THE SAME ON EACH SIDE OF THE COLUMN. SEE ERECTION DRAWINGS FOR LAP SYMBOL AND Z_SECTION LAP TABLE 3'— 0 3'— 0 FLANGE BRACE MAY BE REQUIRED ALTERNATE FLANGE ON ONE OR BOTH SIDE OF COLUMN BRA CE A TTA CHMEN T SEE ERECTION DRA WINGS FOR L OCA TION o l /Tll /7C JAIAIC'O Cl nA/n!-I I /n/ r- I FLANGE BRACE TO GIRT 0 00 I I I I 5'— 0 5'— 0 1 I I INNER GIRT ANCHORAGE CLIP CL49- WHEN REQUIRED BY DES DENOTED ON ERECTION DRA N/INGS WITH THE SY a " MATERIAL CLIP CL255 .058 MA TERI EA VE S TRU T nl lnl /A/ `— ` RAFTER PURLIN ANCHORAGE DETAIL L A 325 BOL IS COL UMN EA VE S TRU T CONNECTION B YPA SS COL UMN PURLIN WEB STIFFENER CL204 WHEN REQUIRED BY DESIGN. SEE ERECTION DRAWINGS FOR LOCATIONS AS DENOTED BY THE SYMBOL 0. a " MA TERIAL -TER PURLIN WEB STIFFENER DETAIL WAS LIER WASHER X NUT BURR THREADS AFTER 'INAL TIGHTENING DETAIL AT ROD BRACE CONNECTION FOR PERMIT PURPOSES \-Jv �o U)'Y- DENNIS P. WATSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 191 COVERED M,r, ENTRY SCALE: PLUMB I NG FL W -2 %L r L/— 4 i r C STOR. BOOK/ GIFT AR1 A LOBBY co /Z J-1 z —Z 'e, Z /7 17 1 „S 'ss W F- DIM . RACK L —L� — — MAIN I NV2 — w�� _ cD DIMMER HYI � I ELECTRICAL ROOM TRANS. LV LV2 LV4 6 S N j 0 F I �L IMB-1 I LVI I L V3 OFFICE OFFICE I OFFICE i i CORRIDOR 1'1 w JAN. L_1 L=1 L 1 L- -2 �ui I �r� >� FD 1 S L I BRARY D.F. 1 w -1 I IA/ �— 0 0 - WC wc- WC we-_ WC-1 _ o r- 1 I D.r.- wC0 UURT I) W 1,- �� - - f MEN' FD-1 HB-1 - - JN.1 — EWC- - i CONFEIENCE WCO SOUND RODUCT►ON5 M.T. � CORR, • I � I -vx -I 4"SS 171 -1 WC \ / L FILE -J JL I II COPY I II OFFICE COMMUNITY GENERAL ASSEMBLY M.T. 253 FI` ED 5EAT5 " WC i C- R_STROOM PASTOR'S STAGE I I OFFICE OFFICE —I CORRIDOR OFFICE itOFFICE � I OFFICE I CHAPEL. CORR. �- i MOVEABLE 5TA E SNACK LOUNGE 6"S I I -J SINK "SS 5 � 5V4 FCO I 4"SS I OFFICE I \ BASKETBALL G- OFFICE 4"S PHONE ONTROL 2' -BOOM - o - CHARGI C-r A-Y1/ K GAME ROOM I :r- r (ir '1� 1 1/2"V TO `VENT PIPING, I1 1/2 V N I I4"SS L VJ 2"SS I r S-2 DOUBLE COMPARTMENT SINK, PROVIDED BY OWNER AND INSTALLED BY CONTRACT R. 5 T 0 RAG.E HQ-1 ,.SS � EWC-1 Fco FI E VI EWE I c I I I I II I FUTURE 5LEACHER5 U01,I I-I/2 RECORDING 1j EWC 1 x x CMIRRORS 4"S EWC- REFRE E W -1 SS �� "SS ME L-- 1 FD-1 *- - FD- H- H- H-1 - - ,vwvc L- 2 WC-1 WC-1 WC - OFFICE / / - r •w 0\ UR- UR- L-2 W - FOYER SH H-1 MEN FD-1 �D- L 1 L-1 L-1 l -6 i HB-1 M.T.�� MIRRORS III EXERCI5E — I — 3/4"Cw —— — T T 'rrrrrrrrrrrrFrrrrrrrrrrrrrrrFrrrrrrrrrrr r HB-1 M.T. O cq � o � � E � O bb cn U) oob o O O Q � cy� p a� ` L— o' — H � 0 �Aft) o 0 uz 2 (L 41 CN 0 Q z DI oW o o o oz WILL ' O u z Y oo (Y LLI Z N Q Lu 9 Q \1J 0 pQ O � r LL 0 O I-- U j_ CO z m w O a LL Q OU Lu s LW z U) PLUMBING FLOOR PLAN � I rV I SCALE: 1 /8"=1'-0" C� CO � � O • cz N � N C":) Cn U� 0000 cz L— bID -- O O co � O Q) ci ti ll:� Vm. 4 O 1 Q z �c a 0 W 1 Q �oI 0z WU. z 0 a 0 ly o� z N Q Q W LU L� 10 LL O U m W N Z y O Q W LWU 0- o 0 w LIGHTING FIXTURES SUBSCRIPTS: Alb = TYPE A, CIRCUIT 1, SWITCH b FLUORESCENT STRIP OR INDUSTRIAL FIXTURE STEM INDICATES WALL MOUNTED FLUORESCENT LIGHT FIXTURE EMERGENCY FLUORESCENT LIGHT FIXTURE 0 COMPACT FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LIGHT EMERGENCY OR NIGHTLIGHT NL) COMPACT FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LIGHT WALL MOUNTED COMPACT FLUORESCENT, INCADESCENT AND HID FIXTURE MOUNTED 84" AFF UON RECESSED MOUNTED WALLWASHER, SHADED SIDE INDICATES DIRECTION OF AIM O♦ SPOT LIGHT, ARROW INDICATES DIRECTION OF AIM <D FLOOD LIGHT o STEP OR AISLE LIGHT, OR WALL MOUNTED OUTSIDE LIGHT v o o o TRACK LIGHT, PLAN INDICATES LENGTH OF TRACK EXIT LIGHT WITH DIRECTIONA))L ARROWS AS INDICATED SHAD® ( �D STEM INDICATES DICA ESTES WALLFACE(S) MOUN MOUNTED814'jAFF UON BATTERY OPERATED WALL PACK WITH GENCYABLE 2MA M v REMOTE HEAD(S) FED FROM EMERGENCY BATTERY PACK �—a LIGHTING STANDARDS�BRIDGEWAY LIGHTING TYPE & NUMBER OF LUMINARIES PER OLE AS INDICATED ON SITE PLAN CONDUIT AND RACEWAYS rLP1 HOMERUN, LP1 = PANEL DESIGNATION -2,4,6 2,4,6 = CIRCUITS WIRING: —mp/ — LONG SLASH = NEUTRAL (N) SHORT SLASH LOAD SIDE OF N) = HOTS) #10, 3/4" SHORT SLASH LINE SIDE OF N) = SWITCHED LONG SLASH SIZE TICK = GROUND % WIRE 4" = CONDUIT SIZE CONDUIT UNDERGROUND CONDUIT CONCEALED IN WALL, UNDER FLOOR OR ABOVE CEILING CONDUIT CAPPED S CONDUIT CONTINUES COMMUNICATIONS TELEPHONE OUTLET, SINGLE GANG RECESSED WALL BOX rf MSTAINLESS STEEL O OUNTED18'AFFCUON, BOX BU SHED IN FLOOR n DATA OUTLET, SINGLE GANG RECESSED WALL BOX STAINLESS STEEL COVERPLATE WITH BUSHED HOLE MOUNTED 18" AFF UON. BOX INDICATES FLUSH IN FLOOR WIRING DEVICES ® DUPLEX CONVENIENCE OUTLET MOUNTED 18" AFF UON. BOX INDICATES FLUSH IN FLOOR ® QUAD (DOUBLE DUPLEX OUTLET MOUNTED 18" AFF UON. BOX INDICATES LUSH IN FLOOR 0 SPECIAL PURPOSE OUTLET. VOLTAGE, AMPERAGE AND MOUNTING ELEVATION AS NOTED ON PLANS BOX INDICATES FLUSH IN FLOOR (� z DUPL%QUAD OUTLET MOUNTED HORIZONTALLY ABOVE COUNTERRTOP OR BACKSPLASH 44" AFF UON rfl I f SWITCHED DUPLEX OUTLET MOUNTED 18" AFF UON © BLANK COVERPLATE. GENERIC TYPES: GFI EWC = ELECTRIC WATER COOLER WP = WEATHERPROOF GFI = GROUND FAULTINTERRUPTER EX = EXPLOSION PROOF IG = ISOLATED GROUND _ SURFACE MOUNTED RACEWAY CONTAINING SIMPLEX OR DUPLEX OUTLETS AT SPACING AS SHOWN ON PLANS JUNCTION BOX, FLUSH MOUNTED IN CEILING UON BOX INDICATES IN FLOOR STEM INDICATES WALL MOUNTED © © Q PULLNDICATES IN FLFLUSH OOORED IN CEILING UON BOX STEM INDICATES WALL MOUNTED SINGLE POLE TOGGLE SWITCH 20A 120//277V, MOUNTED 48 AFF UON. C NEK TYPES: D = DIMMER SWITCH a K = KEYED SWITCH p P = SWITCH WITH PILOT LIGHT X = EXPLOSION PROOF SWITCH 3 = 3—WAY SWITCH 4 = 4—WAY SWITCH a,b,c = SWITCHING SEQUENCE LOS, PUSHBUTTON, DOORS ELL BUZZER, OR SHUNT TRIP MOUNTED 42' AFF UON Tc TIME CLOCK EQUIPMENT 30 D1 NON -FUSED DISCONNECT: 30 = AMPERE SIZE MOTOR CEILING FAN LIGHTING OR RECEPTICLE PANEL (LP,RP, LRP) vs TRANSIENT VOLTAGE SURGE SUPPRESSOR (TYPE AS NOTED) FF MANUAL PULLSTATION. 44" AFF UON ADA FIRE ALARM AUDIBLE/VISUAL INDICATOR F F MOUNTED AT 80" AFF UON OI SMOKE DETECTOR: I = IONIZATION P = PHOTOELECTRIC GROUN IF AVAILABLE THE FOLLOWING ITEMS MUST BE BONDED TOGETHER TO FORM A GROUNDING ELECTRODE SYSTEM: 1 METAL UNDERGROUND WATER PIPE, NEC 250-50 (A), IF 10 FEET OR LONGER. 2 METAL FRAME OF BUILDING, NEC 250-50 (B) 3 CONCRETE ENCASED ELECTRODE, NEC 250-50(C), AT LEAST 20 FT. OF REBAR OF BARE N04. COPPER WIRE. 4 GROUNDING RING OR LIGHTNING PROTECTION COUNTERPOISE, NEC 250-50(D), AT LEAST 20 FT. OF BARE NO2. COPPER. 5 UNSPLICED GROUNDING ELECTRODE CONDUCTOR, NEC 250-62. SIZED AS SHOWN ON THE DRAWINGS 6 COPPER CLAD UL LISTED GROUND ROD, 5/8" X 30 FT, MINIMUM OR AS SHOWN ON THE DRAWINGS. ADD ADDITIONAL AS NEEDED TO PROVIDE 25 OHMS RESISTANCE TO GROUND 7 BONDING JUMPER SIZED PER NEC TABLE 250-66. ELECTRICAL POWER DETAILS TO TEL COMPAI TELEPHONE/DATA RISER DIAGRAM IN 'LYWOOD TO DATA DISTRIBUTION CENTER 1\I1)I.I% 11V Il..J 1 PROVIDE AND SET TRANSFORMER PAD, BOLLARDS AND APPROPRIATE CLEARANCES PER UTILITY COMPANY REQUIREMENTS. 2 (1) 4" PVC WITH SET OF (4) 500 MCM & (1) #2 GIRD 3 (1) 225 KVA, 120/208-480C, 30, TRANSFORMER 4 ROUTE (2) 6" CONDUITS FOR UTILITY HIGH VOLTAGE LINES TO NEAREST UTILITY POLE CAP 12" A.F.G., REFER TO SITE PLAN. 5 PROVIDE SURGE PROTECTION' PER SPECIFICATION TYP OF TE/4XLHP BY ADVANCED PROTECTION TECHNOLOGIES, INC OR EQUIVALENT 6 4#500 MCM, 1 #1 /OG CU THWN — (3) 4"C. 2 PARALLEL RUNS. MAIN 1/4" LETTERING TO READ "KEY IN ELECTRICAL LOCK —BOX BLDG. ENTRANCE" DISCONNECT XXXXXXXX HOT COM FIXTURE BALLAST BLACK BLACK WHITE WHITE RED BLACK 120V 0 0 OR ORANGE 277V (cap unused lead) EMERGENCY PAC NOTE: TO PREVENT HIGH VOLTAGE FROM BEING PRESENT ON THEB70 OUTPUT LEADS (RED AND YELLOW), DO NOT JOIN THE BATTERY CONNECTOR UNTIL INSTALLATION IS COMPLETE AND AC POWER IS SUPPLIED TO THE B70, EMERGENCY WIRING DIAGRAM THIS DETAIL FOR FIXTURE TYPES GENERAL NOTES: 1. CONCRETE WORK REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM 'TO THE REQUIREMENTS OF 'THE APPLICABLE SECTIONS OF THE SPECIFICATIONS. 2. CONDUITS RUN EXPOSED AND VULNERABLE 'TO MECHANICAL INJURY SHALL BE RIGID, HEAVY —WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE, 3. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY —WALL, GALVANIZED OR SHERARDIZED STEEL. 4. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY —WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. 5. OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHERARDIZED, ONE—PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE, 6. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED. 7. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE—HINDS TYPE FS, FD CONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS. 8. DUPLEX 15 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 VOLT GROUNDING TYPE, SHALL HAVE TWO CURRENT —CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S OR HUBBELL #5242 OR LEVITON #5014 ARE APPROVED) 9. GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. 10. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON THE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. 11, FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY, 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE #10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT J—BOX AHEAD OF FIRST RECEPTACLE. 12. CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE ENGINEER'S DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE. -THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION OF ALL CONDUITS. 13, THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE EXISTING FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. 14. CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS /PANY TING IN TH A AHEAD OF ANY SWI D OR COMPLY 0-12(e). ALL EQUIPMENT, MATERIAL D L OR REQUIRED BY POWER CONNECT THIS SERVICE TO UTILITY POINT OF CONNECTION.TRACTOR SHALL ASSUME UP TO 100' SETS OF SECONDARY CABL AND CONDUITS TO BE INSTALLED TO THE UTILITY POINT OF CONNECTION. 17. WHERE APPLICABLE, SURFACE MOUNT RACEWAY CAN BE USED IN PLACE OF CONDUI CAUTION MUST BE GIVEN TO DERATE CABLES ACCORDINGLY, 0 0 o n F51 n 208 / 120V T1 7 (1) SET OF 4#3/0 CU, #6G THWN - 2.5"C. 8 (1) SET OF 4/0 CU #3G CU THWN - 3"C. 9 (1) 1" PVC 10 (1) CONDUIT FOR SHUNT TRIP PUSH BOTTON 11 PANEL HV EQUAL TO SQUARE-D I -LINE . 1200 AMP MCB WITH SHUNT TRIP PROVIDE I -LINE DISTRIBUTION SECTION FOR BREAKERS AS SHOWN. 12 4/0 CU GND TO TWO 5/8"x 30' GND ROD, WATER PIPE, ETC, SEE DETAIL THIS SHEET. 13 4#600 MCM, CU THWN - (3) 4"C. 3 PARALLEL RUNS. SEE SITE PAN, 14 AVAILABLE FAULT CURRENT IS 27,440 AMPS, ALL DEVICES (MDB, MDP AND PANELS) RATED 65,000 AMPS MINIMUM INTERRUPTING CURRENT. MANUFACTURER'S SERIES RATED DEVICES ARE ALLOWABLE. G Cr) Cq O O � was b o c� o Co C!] 0000 biD +� L`- O O �' CCi v Co < , Q o . cq be 0Q� ro� off' Pi 00 q a 0 LL E 1 0 I� ATC N LINE N.C. ■� ml�ml_F` '® LV4-15 (11 I-I.C. N c EF EF-1 ° O �� LV3-1 1 ° < . o LV3-13 BOOK/ GIFT REA O E ° GFI/WF, GOVERELD ENTR—r ° LV3-7 E € ° GFI FEED THRU ALLOWED GFI/W I _ O GFI FEED THRU ALLOWED GFI/W I REVISION NOTES 09-2 I. REVISIONS TO THIS PRINT HAVE NOT BEEN INDIVIDUALLY CLOUDED. 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED DUE TO WALL DELETIONS, RELOCATION5, AND ADDITIONAL NEEDS. 3. TELEPHONE LOCATIONS WERE RELOCATED PER PASTOR MURPHY. 4. DATA LOCATIONS WERE IDENTIFIED AS D15TINCT FROM TELEPHONE. 5. SPECIAL HEIGHT ITEMS WERE IDENTIFIED. ELECTRICAL ROOM WAS CREATED IN THE GROCERY AREA WITHIN COLUMN LINES 4 a 5 AND D a E. 6. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED AS SUCH. GFI/WP 1. DEDICATED CONDUIT FROM THE PHONE / SERVER ROOM TO PHASE II PROPERTY IDENTIFIED. 8. ADDED AIR -CURTAINS TO EXTERIOR LOBBY / I I 7 7 �7 17� 77 LV3 -19 _ N.c LV3-29 LV 34� 3-17 84 AFF-` FI O EF-1 LOU177 77 7 =7 E DIM. RACK V MAIN I HV2 EF-1 IN LV \ 32 DIMMER ELECTRII&L ROOM L1-2 V3-15 ❑ LV LV2 LV4 — H.C. FI I LV1 I LV3 I safFU �'� LV3-21 TRANS. -t -O O I 84" AFF CHAPS — LV3-37 GERIFY HEIGHT T OFFICE OFFICE OFFICE p;�27 FORT & RECEPT LV3 21 (0) C.OR R. LV3 - 39 'm U Urj;c LV3-25 �HV2-8 1 -,=-1=� VERIFY HEIGHT HV2`�5c���';/�o LV3-23 PROJE � R �l,CA 30.8.' RTU-4 O z O 460/.3/60 qN O ® �ORRIDOR MCA 30.8 O LV3-31 LoBi�� LV3-9 CERIF`( HEIGH F r OR TV & R KEPT/ O O C O ® LIB MOVEABLE 5TA E LV3-35 � � VERIFY HEIGHT ��� N LV1-24 M0" ORIZED SCREEN GFI WALL 1 I MOUNT 5NACK 1 LouNGE LV3-33 I - ERIFY HFR 48" AFF N r' LV1-30 UE ,EPT D.F. ° DATAS @ 6' APART � — — 0 V2 19 I LV 1-22 I Lv3=1-� - — — — — — FI F {- NK LV1-12 LV1-26 �Ir GFI FEED THR ALLOWED �LV1-20 OFFICE r- 0 o- LV3- N I LV1 -11 , '®GFI-IEN'S I � • JAN. EWH-1 (� 120/1/60 CODE ENCE 6" C DUIT FI 1 LV1-16 UNDE GRND 5,\ W LV 1-14 I / O O r ERIFY EIGHT LV1- 0 OFFICE TO P ASE II F FFICE ` OR TV RECEPT PROPERTY LV2-19 dbF=1 (� j (LOC TION T_ BD R'ru-a �°�� 46o/3/so LV3-3 VERIF f�I�GHT BY HER) I \ /3/6o I PROJ CTOF Q DIMMER46 � MCA 28.1 � MCA 2a.1 1 ' ®- N I LV 48 CORR. E O CORR. I (2) C /(2) 3" PVC O L° OFFICE DIMMER 2Q � � I LV1 -39 OFFICE LV1 -8 VERIF`( HEIGHT , 1 OTOR14ED REEN LV1-6 LVII r � 0 HV1-14,16,18 ITQ4 - 2 SERVER PHONE BOARD _ �' FI _ AIT FII_� - V1-37 DIM ER 3 �� OFFICE b - LV1-33° DIMMER 4 HV1-8,10,12 II"t.V1 -28 coPY LV 1- 21 A55EM15LY V1 _ V1 -2, ,6 T LV1-31 LV1-29 LV 1 -19 I TU-10 ECORDINCa LV1-23 460/3/60 C I �I/I BOOKSTORE DOORS• I DIMMER 5 LV1-17 MCA 30.5 I 1 VERIFY HEIGHT ° PROA CTOR LV2-11 2 OFFICE / DIMMER 6 ° EV I ION NOTE 09- 9.O LV2 17 I. REVISIONS TO THIS PRINT HAVE NOT BEEN 1 INDIVIDUALLY CLOUDED, LV2-15 / 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED PRIV DUE TO WALL DELETION5, RELOCATIONS, AND DIMMER 9 DIMMER 10 DIMMER 11 Toll _T � / ADDITIONAL NEEDS. I LV 1-13 LV1 -15 3. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED WITH DIMMER 7 PASTOR' CIRCUIT NUMBERS, DIMMER 8 PLATFORM OFFICE LV2-9 (2) 3" PVC/ o LV2-7 (2) 3" PVC VERIFY HEIG �F / / MOTORIZED SCREEN O— ° LV2-13 POWER PLAN 5GALE 1/b I O ERIFY HEIGHT OR TV & RECEP ICE 11 1 OFFICE LV1-9 LV1-27 EWH-2 GFI FEED THRU ALLOWED WALL LV1 -HIV 1 1-1 ,3,5 REFRESHMENTS MOUNT LV1-3 (�(� � ---- Gn Gm on LV1-7 WOMEN Gn O.c. 0 o 0 OFFICE-L=F _7p�� - O no .C. MEN 07GMFI LV1 -5 GFI FEED THRU ALLOWED I MATC N LINE �I ERIFY HEIGH'F �. FOR TV & RECEPT < LV5-2 I LV3- LV3- 8 I LV5-4 ,ALL I 2 I CNAR(--q INS MOUNT LV5-6 GAME ROOM 3 STATIONS I I )RR. 4 RTU-5 - - ` 4f 3/60 Pr-( � 1 5_22 MAIN-31 1 O WALL N.G. STORAGE - MOUNT D.F . PHO CIE LV5-1 ZLV30 1 U EF-1 EF-1 LV5 U I L 3-14 l -s t HV3 _ It LV5-20 I I 460 3 60 _ I LV5-18 KW I I 0 MAIN-2,4 60 R'ru-6 I 460/3/60 MCA 55 � I I � I I / I I BASKETBALL GYM QI I I I z MAIN-8,10,12 O OJR,ru- 460 3/60 MCA 55 � I � I z • FUTURE BL FACHER5 WJ LV1-30 LV1 -36 LV2-1 1 ERIFY HEIGHT FOR TV & RECEPT EXERC15E z HVI 9,11 ® ® F-61 RTU-11 LV1-28 LV1 LV1-32 LV1-34 460/3/60 MCA 26.9 �L-VS FOYER WALL ERIFY HEIGHT MOUNT ERIFY EIGHT V2-3 PHONE FOR TV c RECEPT FOR TV & RECEP F) — T — crlZto,�a ,- O p� O o o o[ o z W I o zo I �W vo i ° ILL z� LV2-5 V5-18 I Q I ul I ly OPEN Q STORAGE I -1R LLI I LI _II O. °ohm �LVS- o U m -- mil- w z LV5-18 o,/WP o Q W I.0 au =1 I 16 l ��-�' rocE3 LV4 GFI/ POWER PLAN 5GALE: 1/8"= 1'-0" 2' LV4 — '19 W I. REVI6ION5 TO THIS PRINT HAVE NOT BEEN INDIVIDUALLY CLOUDED. 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED DUE TO WALL DELETIONS, RELOCATIONS, AND ADDITIONAL NEEDS. 3. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED WITH CIRCUIT NUMBERS. LV4-21 REVISION . NOTES 09-20-05 I. REVISIONS TO TH15 PRINT HAVE NOT BEEN INDIVIDUALLY CLOUDED. 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED DUE TO WALL DELETIONS, RELOCATIONS, AND ADDITIONAL NEEDS. 3. TELEPHONE LOCATIONS WERE RELOCATED PER PASTOR MURPHY. 4. DATA LOCATIONS WERE IDENTIFIED AS DISTINCT FROM TELEPHONE. 5. SPECIAL HEIGHT ITEMS WERE IDENTIFIED. ELECTRICAL ROOM WAS CREATED IN THE GROCERY AREA WITHIN COLUMN LINES 4 t 5 AND D t E. 6. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED AS SUCH. 1. DEDICATED CONDUIT FROM THE PHONE / SERVER ROOM TO PHASE II PROPERTY IDENTIFIED. 8. ADDED AIR -CURTAINS TO EXTERIOR LOBBY BOOKSTORE DOORS. 0 GOMMUNIGATIONS CLOSET VOICE GABLE RUN PHONE K5U DATA GABLE RUN ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LEVEL 5 PATGH PANEL IN SAME ROOM A5 K50 VOICE / DATA WIRING SCHEMATIC GAT5 GABLE GAT5 GABLE VOICE / DATA DOUBLE MODULAR JACK AT EACH PHONE POSITION RJ45 JACK ``r' --- RJ45 JACK DATA NOTES: I - ALL GOMPONENT5 PROVIDED BY PHONE VENDOR 2 - ALL JAGK5 TO BE LABELED VOICE AND/OR DATA 5 - ALL JAGK5 TO BE NUMBERED TO GORRE5POND WITH PATGH PANEL 4 - PLENUM RATED GABLE TO BE USED AS REQUIRED BY CODE Lo O o L N Z O p` W O cn c L` cq Cll °O +4 .,.-4 � O as .--, cyD co w oho No +� L`- O c) LO L' 4-J ' , � � O I - N I-L " � V) x a o C � �ornv vo n Q vorlw v`a G (i NOmN C N Cnn C O 'o po g w c� W oa' a° moo` W z z o o o IL z N U) OIt N O � LL 0 N O U W iu W Q z Q U W W W a o u a OC o = U =C (n E5 I 04 CU GND DIRECT BURIAL CONCRETE POL 4' X 12' OVERSIZEE NAND HOLE 25' 12' 2-3/8' CABLE �� o ACCESS HOLE 42 CEMENTIOUS EARTH BACKFILL MIX ONE PART DRY PORTLAND CEMENT TO FIFTEEN PARTS CLEAN WASHED SAND. 3' TYP 12' S/8' X IO' COPPERCLAD GROUND ROD L POLE MOUNTING DETAIL NOT TO SCALE L REVISION NOTES 09-20-0 I. REVISIONS TO THIS PRINT HAVE NOT BEEN INDIVIDUALLY CLOUDED. 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED DUE TO WALL DELETIONS, RELOCATIONS, AND ADDITIONAL NEEDS. 3. TELEPHONE LOCATIONS WERE RELOCATED PER PASTOR MURPHY. )Ii 4. DATA LOCATIONS WERE IDENTIFIED AS DISTINCT FROM TELEPHONE. 5. SPECIAL HEIGHT ITEMS WERE IDENTIFIED. ELECTRICAL ROOM WAS CREATED IN THE GROCERY AREA WITHIN COLUMN LINES 4 4 5 AND D 4 E. 6. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED AS SUCH, 1. DEDICATED CONDUIT FROM THE PHONE / SERVER ROOM TO PHASE II PROPERTY IDENTIFIED. 8. ADDED AIR -CURTAINS TO EXTERIOR LOBBY / T BOOKSTORE DOORS. J LO( S T 277V LIGHT CIRCUIT N FAN CIRCUIT, 120V H F�A� SWITCHING DETAIL I. REVISIONS TO THIS PRINT HAVE NOT BEEN . INDIVIDUALLY CLOUDED. 2. RECEPTACLES WERE ADDED, DELETED, RELOCATED DUE TO WALL DELETIONS, RELOCATIONS, AND ADDITIONAL NEEDS. 3. DEVICES WITHOUT CIRCUITS WERE IDENTIFIED WITH CIRCUIT NUMBERS. y�i POWER PLAN 5GALE: 1/16 = I -O 0 00 ., U] 0 G\ Z 0 \ v ~ r n V / O ( J v' LNU cy:) c� o 75 O X c's. N N b o y CYD c U1 cc t-- �A E— O O d" F� u x V) u C �vmY C m rnn o C V) V1onN LJU W� Q Z Q Q Z L� 0 W o0 U 0 0 �° JL a v0 QI z U) Q Lu 1 Y Q F �"-,�o 0 1 m o I- Cn Z W O W U W W W Q on DC O[ oUcn = Z ROOF MOUNTED PHOTO -ELECTRIC CONTROL UNIT WITH OUTLET BOX AND FACE PLATE, TORK CAT,# 2101, OR EQUIVALENT, FOR I 240 OR 277 VOLT CONTROL CIRCUITS, S,P,S,T. TIME SWITCH TC-1 RESERVE POWER FEATURE NEMA 3R ENCLOSURE AND CLOCK MOTOR OF VOLTAGE COMPATIBLE WITH CONTROL CIRCUIT. TORK #W220L, OR EQUIVALENT, FOR 240V OR 277V, � T C CONTACTOR C-1 LOCATED IN NEMA 3R ENCLOSURE, SQ-D #SMG SERIES WITH CONTROL RELAY 2 AMP FUSE PNL HV2-22 CRK-1 3 # 8 COPPER WIRE IN 1" CONDUIT PNL HV2-24 CRK-2 3 # 8 COPPER WIRE IN 1" CONDUIT PNL HV2-26 CRK-3 3 # 8 COPPER WIRE IN 1" CONDUIT PNL HV2-28 CRK-4 3 # 8 COPPER WIRE IN 1" CONDUIT PNL HV2-30 I CRK-5 3 # 8 COPPER WIRE IN 1" CONDUIT SPARE SPARE N I I I N CONTACTOR DETAIL NOT TO SCALE NOTE: PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER THIS APPLICATION. PROVIDE MINIMUM OF 2 ADDITINAL/SPARE CONTACTS FOR FUTURE USE. SITE LIGHTING LEGEND SYM. 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'his j,+-< 't•+• : _?�°�,{• v,i•a `i=.'i• . a'�•;'�-�.°ate. . H R.'V E S T T M E IKA A 220 N. KENNEL ]ROAD SANFORD - FLORIDA ARCHITEuT A rcbi t t uro incorporated LIC. NO.: AA-0002723 375 Douglas Avenue ® Suite 2000 Altamonte Springs, Florida 32714 Office: (407) 786-0330 Fax: (407) 786-0331 PLUMBING / MECHANICAL ENGINEER STRUCTURAL ENGINEER MKT ENG'11NEERS STRUCTURAL ENGINEERS 2265 LEE ROAD. SU1'_'F, 123 WINTER PARK, FL. 32789 TEL. (407) 628-8555 MKT PROJ. NO® 04147 ELECTRICAL ENGINEER '] r A JUL SHEET INDEX Drawi No. Drawino Title ARCHITECTURAL A COVER SHEET A-1 BUILDING DATA, SITE PLAN, LEGAL DESCRIPTION, AND LIFE SAFETY PLAN A-2 WALL SECTIONS AND DETAILS A-3 ENLARGE FLOOR PLAN A-4 ENLARGE FLOOR PLAN AND SECTIONS & DETAILS A-5 ENLARGE FLOOR PLAN AND SECTIONS & DETAILS A-6 CEILING PLAN A-7 ELEVATIONS -A-8 FLOOR FINISH A-9 DOOR SCHEDULE AND DOOR DETAILS A-10 ENLARGE RESTROOOM PLAN ELEVATIONS & DETAILS A-11 CABINET ELEV., SECTIONS & DETAILS ENLARGE RESTROOOM PLAN ELEVATIONS & DETAILS A-12 WINDOW SCHEDULE, SECTIONS & DETAILS COLUMN, SECTIONS & DETAILS STAGE, SECTIONS & DETAILS STRUCTURAL S-1 FOUNDATION PLAN S-2 SECTIONS AND DETAILS S-3 GENERAL NOTES AND SECTIONS PLUMBING P-1 PLUMBING FLOOR PLAN P-2 PLUMBING FLOOR PLAN P-3 PLUMBING FLOOR PLAN P-4 SANITARY/VENT RISER P-5 DOMESTIC WATER RISER P-6 PLUMBING DETAILS AND NOTES MECHANICAL M-1 MECHANICAL FLOOR PLAN M-2 MECHANICAL FLOOR PLAN M-3 MECHANICAL FLOOR PLAN M-4 MECHANICAL NOTE SCHEDULE, AND DETAILS ELECTRICAL E-1 ELECTRICAL NOTES & DETAILS E-2 LIGHTING PLAN E-3 POWER PLAN E-4 LIGHTING PLAN E-5 POWER PLAN E-6 LIGHTING PLAN E-7 POWER PLAN E-8 PANEL BOARD SCHEDULE E-9 SITE PLAN, DETAILS AND NOTES E-10 ELECTRICAL NOTES y � E NG1 —TECH Engineering VI Consultants ����-� CONSULTING INC, nfordFire Pree ' nb. 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I, I i LEGAL D Final t SP p Imo" 1 IIIIIIi1111111111Illlla-(II/(IIIIIIIIII/1111111111111111111/1111111,11 11111111111111 11 / �SCI�IhTION i;-_A 111 1 JAL LI 1yJ 1-L 1 LLI 1 I I I 1 I I I 1 I I I ,I I y }' I I I I-LJ _I _6 - I _ U ( ` J i I LI. LI, t,. a 1 1 1 I 1 /( _1 , 1 1 I I I I I C 5�+ '1 �/• , h 1 III „ III,1 ,IIIIIII ,1,IAI IIIIIII, 11/IIIIII , I1111, 111 I111111111 `vL 1 / 1 , Da O ✓V'-0p I II DF. rT � = \ 1 I'I ',y ' , 1 ,I � ''rf r1-!( ''j''''''''''''''''''f'''''' '''''/'''l 1,',I,',,'I,,'I,III'1,111,,,I'I,IjI'I I'I'11I,1,1'111, 1'I,I,I't'Itl'I't,t'i• r''''''''I',',','t'1`I'I'I'I'1`1'1'1 I'1 1'1' 1 I _ - - _ - `ia�c ... 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I. 1'1'1'1'1'j�'; 1'1'1'/'1'1'1'1'1'1'1'1'1'I'1'j'1'j'1`1'1'I'1'1`1'1'I'1'I'1'I'/'1'1'I '1`,''1'1'I'1`1 `1'1'1'1'1`1'1'1'1'1'1'1 1' 1'11 �/C� """"""""""' WIND Lo D EXP. AGGE55IBILITY CODE: INCLUDED IN FLA. BUILDING CODE 111111t111111t1111 11111111111IIIII111 •'� I11' 1 1 I /1 , y, Illlj1111111111,1�1111/'IIIIII111III,1111j1Ij111111111111I1111� rIIIIIIIII I111a1 III I h +24.7 - f( 16.q I I I I I I I I I I I I I I 1 I I I I 1 I I 1 1 1 1, 1 1 1 1 1 1 1 1 I 1 1 1 { 1 1 •,1 1 '11 , l y ' I I, 111'/'I'1,1,111', 111'1,11111'1III,1t, III I'111 1, I, I'I, 1, 111, 11, 111'1'I,,, I'I 11111'I'1'1'II I'I'I'1'I'1, 111, I, I11I1'� I'I'I'It1'llll l'I'I'I,II I'1, 111 It It l'1' ��,/ t FLORIDA MECHANICAL CODE: 2001 EDITION W/2003 REVISIONS 11'1'1I'1'1I'111'I'I'I'1'1'1'1'1'1`I'1'11'1'II 1'h '' , i , 'r' „ ', - j ' ' ' ' Illalal,l'Ia1I111j1,1't',, 11'I'I'I'a'1'1'I'Y 1'1'1'1'I't'1'1'1'1'I'I't `I'1'I'I`a'1'1'� I'I I't'1'1'1'a'1 `I'1'I'I'1'I`11'I1It I, 11a 11I 1 ` I I I 1 I I I 1 I I I I I I 1 11 ""'""""""""""""""""" I "'' h' j ""' """""' '' I I I FLORIDA PLUMBING CODE: 2UU1 EDITION W 2003 RE G /1 C kC\ 1 1, 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I, 1' 1 h I,, 1 {' 1 1 1 1 1 1 1 1 Ijrrr'r a-rr'1-t-rr1 11 1 1 1 1, I 1 1 1 I 1 1 1 1 1, 1 1 1 1 1 I 1 I 1, I 1 I I, I 1, I 1 1 I I 1 1 I I I I I I rI,-rr rrrrl-r I 1 11 I I I/ VISIONS V 1J t11II I1 11,1111a111 11IIIIIIIII111111II 1 / �'}- I� -''- ' 1','t'1'1'1'I't'1lL' I I aLL LLLLL. LLLL.'.1.1.1.1,1 1 1 1 1 1 I/ 1 1 1 1 ,jI IjI I I �I 11 1 1 I I I� 11 1 L �( ELECTRICAL CODE: NEG 2002 EDITION � 1'-11\'� ; i I' LLLLLLLLLL,LLLLLLLLLLL r I I I I r^•` // IIII11111111111111 Illllllllllllllltll �J 111111111111111111111 11111111111111111111111111111111111111111111 IIII IIIIIII1111111_111 I 6 �, 1111111111111111IIIII IIIII IIII, IIIIII ', ' / hl, _ .� , 14111 tI11111I/1t11111Ill 111III111 I11t1111t111 I,IIIII,IIIIIII,I I1,a,t 11 aa1I I111I IIIIIII ati. - NFPA--1O CODE 2002 EDITION O IIII ItI11I a,11I „ 1 I111111'1',II IIIIIII. 1 1 �1 JAI - iJ) I�' - II I1Ia11tI1111,11tI1I IIIII, IIIIII I,I I1, 1111j11tt I, I1111 a t I II I11 I, 1 III„ IIIIIII, I, 11 I, ■..,r Y 1 1 II H.c/r' 'l �lb. 1 1 IIII tII I1a1I I1111111,i II1IIlaIl I,1I I11IIIII1j1,I I1at111 tt1It IIIIII I S 111 al I all„ IIIIIIa 11 /I Q (� VVW LL t i l l 11 1 1 1 I t L,, I LLLLLLLLa' 111 11 1 1 1 ' ' _! LI = +r . r 1, t I, 1 1 I 1 I 11 at,. I 11, I I I Lk 1 I I 11 f-(I 1, I I I,,, 1111 1 J�, r• l I I I 1 1 1 I 1 I I, t l l 1 1 1- 1-1' •-1- - _ .L- L-\_ _U a Lk I I I I I I I I I I I_IA I I t BUILDING TYPE: P_. , I %I I 11,1 I 1 1 1 1, 1 1 1 1 1 1 1'1'1 1 1 1 1 1 1 1'1'1'I'1'1'1 a TYPE IV 5PRINKLERED UNP _ 11 , _toofi- �� ROTEGTED ItlIIIII IIIIII IIII �' 111111111111IIIIIIIIIIIIIII I11111111111 \'I Ir , 1 1 ' 1 � III IIII I1111111111111111„ 11111111111111111111/11111111111111111111 I, - - - I'ItI,111'I,II II It ll I1,a II II la I1I,I, II IIII It 111'Ia 111'I'Itla l'I, II I'II ItIII'11 I I ' 1 �I' t �'''' , 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 rI t�-1-�1 rr rrt r 1 rrrrl rrl rrrn ,rr rn-rl rrrn r, I I I I I I I t I j I TOTAL BUILDING 5GUARE FOO-PAGE: IOO,000 5Q. FT. III tt111I1111111I 111IIII 111111,11111111111111111 „ 1111II111111111111,1111111111111111111 1�1 / h I 1 1 'a' 1 1 1 1 1 1 1 1 1 1'a'1'1'1'1'1'1'1'1'1'1' '1'11'I'It 1 1 1 I1,1 11I r l l 1' ,1 1'},, t111'1 111,III'I''1'1`1'1'1'1'111'1'1`1'1'1 `1'� I I I I I I I 'III 1 1 1 1 11111 t/ I I I, 1 t 1, l t l, a t 1 1 I 1, 1, t „ t r M 1y1II yLAI I+ Y.1Ayry1�}�1 Ir a kr rI A_LOWANGE STORAGE BLDG. SQ. FT. 48,000 5Q. FT. 11111111It1111II II11I11111111111111 1 ,, 1, y'4 \' '' j1 h '1' I III I I IIatIt111t11, IIt/1111'111f11 I11'"11'1'rl Tl tlI rITfTIt i,y.� ,I'I I I 11 t 1 1 I t 1 1 1 1 1 1 t 1 1 l TI IT � '1'I'1'1'1't'I'1'1 1 1 1 y ' ' _ ' y ' I•','1'1,''''''1'1'I'''''''''''I''''l I''as,&, 1'I'I'I'I' , I'a �1'1 ,'�'1 � 1 a'i i 1 , '1''I'1bash", ',11+ 1�1 , , ,I t 1 1 1 a I I I I I 1 1 I tl , 1'1II� l r't I, i I I' ,' . )/4 Af I l I l l l l l l l l I t 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t' ,MI ' 1 '�j ' 1 1'1'1'1'1'1'1'I'1'1'1'1'1'1'I'1'I'1'1'1'1'I 1'1'1'I`a' ,',',' ',',',',',',',I 111 i/al It IFFF FaTFFFF,-FFFFFFFFFF'FFFF ' ''Fa�FFi' I I IFI� 1 1.1 ++ STORAGE AREA EXCEPTION ACCORDING TO F.B.G.FBG503.4.E Ill ltll lllltl111111111111 a1111111111111 1 , ■(ryrk. I '1'1'1'1'1'1'1'1 /I,1,11,11,,III1I II,Ia111,1, 1'111'Itl'_LLS�, I ti 1' 1 •,, 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1/ 1 1 1 1, 1 1■ 11 I I 1 1 I 1 1 1 a a 1 1 I�I 1 t 1 I 1 t 1 1 I t 1, 1 1 1 I I I I I If 1 1 I 1 `/ iii " THE AREA OF ONE-5T 1t1111111111111/11111111/11 I11 111111111IIIIIItIIIII Il II I11I a11II,IaII I ORY D ,] I JryIr BOIL ING OF GROUP 5 OCCUPANCY SHALL NOT 8E WIND LOAD EX , I 1 1 1 I I I I I I I 11 1 1 1, I l I t, 1 1 1 1 I I I 1 1 1 a hl�, ' � h r /1�-- I 5 r,I II, I 1' 1 � 1, I I 1, 1 I„ 1 I �, I „ 1 1 1 a, I 1 t, I 1 I I, I I I I, I, I I 11 11' ; r 1 111,1IIII11111111 ,1, 111, IIII, IIIII IIIII,( I11, IIIII, 1111111111IIII11111111 1111111111111111111111I II......IIIII111 1, ' I ' rd 1� 1.1IIIlll111lllltlllll I1111 11 1111111III1111111111111111111111111 IIII') I LIMITED PROVIDED THE `IHE BUILD /^� ING 15 EQUIPPED WITH AN APPROVED +24.7 -26.q Ii111111111111111a111111111111111111a11 1 _O ., 1 � '-v' � 1 h I I 1 I II 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1„ 11 1 1 ' 1 y l �y '1, 1, ', 1 III'111 I1,1III1 I1'��I111 I' 1' 1'1',' a' I'1'1't't'1'1 �'I" 1'1'1'1'1'1'1'1'1'I'I'1'I'1'1'1'I `1'1','1'1 `,'1'1'1'1 `1 1't'1'1'I'1 ..I'It 1, j 1 tlltta 11111111 I1 i, 111ltllllll ll la111111 hl'1 111 , ,1'1 'h , r 11111111111 11'1 IIIII IIIIIII 111111111IIIII1111111 IIII { . I I t 1 1 Y.111.4.1491 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I,, I 1 I III , 1 I I 1 1, 1 1 1 1 I I 11 I t 1 I t,, 1 I I I' , I AUTOMATIC SPRINKLER SYSTEM THROUGH OUT 9 I I I I I l l, I, 1 1 1 I, 1 1 1 a a, 1 1 I 1 1 1 a a 1 I I I I I I I ,' , 1 , 1, . 1 , jy' , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , IN ACCORDANCE WITH q03. J{/ - a....t11111111aI..II..II „ 1114111111 a II , 11 11 rr r rrr' IIIII,-111 111111111I11 I /V,rf I I i1 1 1 I Al 1 , 1 �J r �/�, 1-I 1 1 I I„ I I I, 5 1 I I I IIIII/111111111111 IIIIIIIIIIII1111111 1 1 ,�,,, 11 - 11111111 111111111111,,.E'y III11111111,11111 ,al I11IIII11II I1111 111111191111IIIIIII r •[ >_ �,-,- tl 1 , 11 / ; _ IIIII ,11 111111111111r 111 IIIII III11I11111,111/ I '1 �• 1 1 I I I■■L i, r 1, II ''1'1'I' I'I'I'I'1'I'I'I'1'1'I'I'I,'I't'I'1'1'I't'I'1'1'I', �'1'I'1'I 1 , OCCUPANCY CALCULATIONS- .-+n� 1 1 1 1 t r' 1 J 1 1 1 1 1 1. I I I 1 1 1 1 1 1 1 1„ a 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 �1 r I'1'1`I'1'1'1'1'1'1'1'1'1'1't"1'I'I'1'1'I'I'a'I'i'1'1'1'1'1'1 '-• 1 ' I , ,,1 , 1 %-., alGll , 1 I I 1, 1 I I , t 1 I I 1 1 t 1 I 1 a 1 I, I I 1 I I I a 1 1, 1 I 1, I t 1 1 I 1 t 1, 111 I ` STORAGE' WAREHOUSE AREA 3 `n/ (00/SQ.FT.) 55,1Oq 50. FT. .L84 OCCUPANCY '^)� I,t11,1111111/1I It11�11111111111I I1It1, 11 I;, 11 „ •I I a 11 1 y 1 r IIIIII III I...... 1111I%111,I, I1I,t1I I1111„ ISI11, t I I ., 1 11 IIIII 11 1111111111a11111111111 a111111111111111 „ 1 I _ 7' , 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 a a I 1, I I I I 1 1 1 1 1 1 ' ;1 , I, y, ,, a l l I }II 1 ,'. i' {''1 ,r -- 1 I I I 1 �I I I I, t 1 1 I t 1 1 I I t,,, I I t I 1 I I I I I I I I I, I - MAX. D15TANGE - 1 O EXIT: 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, v �� � 400 FT. ,'1'1'1'1','1'1'1'I'1'1'1'1'1'1'I','I 1'I'I'a'I'I'I'I'1'1'1'1'1'1'1'1' a'I' I'II i tit , y; , 1 11 , I ', I 1 I, yh' I t . 1 M 1 u�.l, - I'I'I'I'I'1 I'1'I 1 1'1,1'1,1'1,I,t,t,1'a'''1'1't,1','I'1,1,I,,'I, I, 1'I','t'I'I','I`I'{','I'I'I' = 1 / �� /� / I \ / �\ q p ' ; I I I I 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1Il'• t 111 I, I, l.� , 111, I I I 1 I r t 11, I I MAX. P15TANGE TO EXIT PROVIDED: VVV___ 155 FT. (SEE LIFE SAFETY PLAN 11I II I11 „ I1,11111111111111I1I , 1 '1' '1 \1 1 ' '41 fly rl, '� � / IIIII 1111111111111111111111111111I111111111,IIII V � / 1 I � / I / 1 \ / I I � ) 1 ,1111111111I I,IIII111, 11, }' 1 h 1 1 I ,1 h,'1a 1 „ , , 1,1„ I1111 „IIIIIII I,111, 111111111111111111 IIII, I 1 1 I /\ I I /\ t l I I I I I 1 1 1 1 1 h 1 ., , 11 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1; 1 I I I' ~ 1 /' 1 /` /\ / I MERCANTILE AREA: L/ 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 _y 1.LL, I I 1_ nr IL_L ''1,'y' _L4 -1 1'' ,_, 1 i l a 1 0I , h� Gl n I, 11 1 1 1 , I I, I I I, 11, t ,j, l l lum".T m- + -�' -a _• .�%1 .--- _ 1 I I , I I I I , I I I I I I I , Zk oil I I , , . j -_ - - - - ---OA AREA OPEN TO PUBLIC - GROCERY AREA(30/50.FT) 12,005 5Q. FT. - 401 OGCUPANGYL Sc r�sl� ''S' `a WIND LOAD EXP. WIND LOAD EXP. WIND LOAD EXP. Tv OFFICE AREA (100/5Q.FT.) 1831 5Q. FT - "1+19CEUPANG* +24.7 -26.q +24.7 -26.q MAX. DISTANCE TO EXIT: 200 FT. +23,6 -25.8 MAX. U15TANGE TO EXIT PROVIDED: 1 0 FT. (SEE LIFE SAFETY PkAN) � fi- - 400'-0" 2 A55EMBLY A-7 CONCENTRATED AREA / RELIGIOUS A55EMBY WITH FIXED SEAT 4,021 50. FT. - 216 OCCUPANCY ry „ FLOOR PLAN/LIFE SAFETY PLAN UNGONGENTRATED AREA �(-' ,-- Oul p Q LOBBY AREA AND GAME ROOM (15/50.FT.) 2.4cI2 SQ. FT. - 166 OCCUPANGYf IL Q Q j. GALE. I - 20 O CONCENTRATED AREA - CHAPEL (1/50.FT.) 1,425 5Q. FT. - 204 OGGUPANGY '`�1- ` W 00[ 0 EXERG15E WITHOUT EQUIPMENT (15/50.FT.) 8,g56 5Q. FT. - 5ql OCCUPANCY- W FL®OR PLAN LEGEND EXERCISE WITH EQUIPMENT (50/50.FT.) 050 50. FT. - 5-1 OCCUPANCY - �, �� � O � LH L CONSTRUCTION NOTES MAX. DISTANCE TO EXIT: 200 FT. U Z MAX. DISTANCE TO EXIT PROVIDED: 02 FT. ( SEE LIFE SAFETY PLAN) i r Y I. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN OFFICES (100/5Q.FT.) 616-14 50. FT. - 6l OCGUPANTGY C% Z O DL EXTERIOR METAL WAIL WAREHOUSE AREA ORDER TO CONSTRUCT A COMPLETE AND FIN15HED SPACE READY FOR TENANT MAX. U15TANGE TO EXIT: 300 FT. ILL Z OCCUPANCY. THE CONTRACTOR AND 5UB-GONTRACTOR5 ARE EXPECTED TO VISIT THE MAX. 015TANGE TO EXIT PROVIDED: 218 FT. (SEE LIFE SAFETY PLAN) L 0 < INTERIOR METAL STUD WALL PROJECT SITE PRIOR TO GON5TRUGTION AND NOTIFY THE ARCHITECT- PRIOR TO Q t• ?,;:, OFFICE AREA CONSTRUCTION- OF ANY DISCREPANCIES WITHIN THE DRAWING5 OR POSSIBLE v PLUMBING FIXTURE COUNT 1 " + " CONFLICTS WHICH AFFECT THE PROGRESS OF THI5 PROJECT. THE CONTRACTOR SHALL 1 .. __ •2 � HOUR F12E RATED.' 006 INTERIU STUD WALL` • • • • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS NOTIFYING THE ARCHITECT OF ANY STORAGE AREA: ASSEM81_Y AREA DISCREPANCIES BEFORE PROCEEDING WITH THE PROJECT. V (SEE UL _DESIGN411) REQ.D NUMBER OF WATER CLOSETS: -- 2. DO NOT SCALE THESE DRAWINGS. 2 NUMBER OF WATER GLO5ET5 PROVIDED: I HOUR FIRE RATED MERCANTILE AREA 3• UNLE55 NOTED OTHERWISE, DIMENSIONS, ARE FROM FACE OF STUD TO FACE 2 -�-��-�-���-.�-� REQ'D. NUMBER OF LAVATORIES: 2 v INTERIOR STUD WALL OF STUD AT NEW CONSTRUCTION AND FINISH FACE OF EXISTING WALLS. NUMBER UM LAVATORIES PROVIDED: (SEE UL DESICN #465) 4. INSTALL BATT INSULATION OVER AGOU5TIGAL CEILING SYSTEM. 2 LU ' MERCANTILE AREA: 5. SEAL ALL PENETRATIONS OF FIRE -RATED HALL, IN ACCORDANCE WITH THE o NUMBER OF WATER GLO5ET5 PROVIDED: 2 a_ I r I TAVEL DISTANCE LINE ('FIRE -RATED PENETRATION DETAIL(5)". -� - C REQ.D NUMBER OF WATER CL05ET5: 3 6. THI5 BUILDING 15 EQUIPPED WITH A FIRE SPRINKLER SYSTEM. THE SYSTEM ARE TO BE �) REOV. NUMBER OF LAVATORIES: 2 DESIGNED AND INSTALLED BY A LICENSED SPRINKLER INSTALLER ACCORDING TO GODS. NUMBER OF LAVATORIES PROVIDED: 3 6 1 i 0 //6�� REQ1D. NUMBER OF DRINKING FOUNTAINS: I 01 REQp. NUMBER OF DRINKING FOUNTAINS PROVIDED: I �. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO VISUALLY VERIFY ALL FIRE RATED S� ASSEMBLIES NOTED IN -THESE DOCUMENTS AND PERFORM ANY REQUIRED WORK TO A55URE � T ASSEMBLY AREA: WOMEN MEN ~ COMPLIANCE WITH LOGAL FIRE AND BUILDING CODES AND THE U.L. OR U.S. GYPSUM DESIGN AS, STATED IN THESE DRAWINGS. ANY ADDITIONAL FIRE DAMPER5, CAULKING, PATCHING OF REQ.D NUMBER OF WATER CLOSETS: 12 6 HOLES, INSTALLATION OF GOLLAR5 OR OTHER RELATED WORK REQUIRED BY THE FIRE NUMBER OF WATER CL05ET5 PROVIDED: 12 8 OFFICIAL TO MAINTAIN FIRE SEPARATION 15 TO BE INCLUDED IN THE WORK. REQ'D. NUMBER OF LAVATORIES: g _ �l 8. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2-A, 10-B,G FOR EVERY NUMBER OF LAVATORIES PROVIDED: 8 3000 SQUARE FEET OF FLOOR AREA. TRAVEL 015TANGE TO AN EXTINGUISHER 5HALL�' �v� I NOT EXCEED -15 FEET. - MOUNT AT 2'-g 1/2" A.F.F.. REQp. NUMBER OF DRINKING FOUNTAINS: _ REQ1D. NUMBER OF DRINKING FOUNTAINS PROVIDED: - - U_ LL O q. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MPH WIND LOAD �� L' �� OFFICE AREA: '4 p m REQUIREMENTS OF SECTION I606 OF THE 2001 FLORIDA BUILDING CODE. REQ.D NUMBER OF WATER CL05ET5: 2 O d' ;- NUMBER OF WATER GLO5ET5 PROVIDED: 3 ` O ID NUMBER 10. BASKETBALL GOALS REQ'D. NUMBER OF LAVATORIES: 2 O U m � .--_ • A. PROVIDE RETRACTABKE BASKETBALL GOALS AS, MANUFACTURED BY JAYPRO SPORTS NUMBER OF LAVATORIES PROVIDED: 3 W U W EQUIPMENT OR APPROVED EQUAL. REQp. NUMBER OF DRINKING FOUNTAINS: H O Q W LU Q OC a B. PROVIDED SCORE BOARDS AS, MANUFACTURED NBYN HU55EY OR APPROVED EQUAL LI REQp. NUMBER OF DRINKING FOUNTAINS PROVIDED: � � � U � j 11. LOCKERS PROVIDED HEAVY DUTY I ALL WELDED VENTILATED MVP ATHLETIC LOCKERS AS i MANUFACTURED BY REPUBLIC STORAGE OR APPROVED EQUAL.Al SEAL TO UNDERSIDE OF DECK (BOTH SIDE) R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING m 16' O.C. (BRACE m 1/3 POINTS) (2)-LAYER6 OF 5/8' TYPE 'X' GYPSUM WALL BOARD ON EACH 51DE 4' BASE SEE FINISH NOTES TO FLOOR FINISHES, 2 HR. RATED LUALL A-2 SCALE: 1/2' = 1'-0' (UL DESIGN "411) 5U5PEN1)E1) AGOU5TIGAL GLG. TILE GRID 10-0' HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 3 5/5' 25 GA. METAL STUD FRAMING 1Q 24' O.C. 5/8 GYPSUM WALL BOARD ON EACH SIDE SEAL TO UNDERSIDE OF DECK (BOTH SIDE) I R-19 INSULATION 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID @ I0'-0" I HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING 1w 16' O.C. (BRACE m 1/3 POINTS) (2)-LAYER6 OF 5/8' TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE 4' BASE SEE FINISH NOTES TO FLOOR FINISHES SEAL TO UNDERSIDE OF DECK (BOTH SIDE) R-19 INSULATION %5PENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-O" HUNG FROM THE STRUCTURE ABOVE R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING e 16' O.C. (BRACE Q 1/3 POINTS) (2)-LAYER5 OF 5/V TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE 4' BASE SEE FIN15H NOTES TO FLOOR FINISHES 2 2 HR, RATED LUALL 3 2 N1R, RATED WALL A-2 SCALE: 1/2' = 1'-0' (UL DE51GN 0411) A-2 SCALE: 1/2' : 1'-0' (UL DESIGN 1411) 5U5PENDED AGOU5TIGAL GLG. 'FILE GRID © 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION I � u� to 3 5/8' 25 GA. METAL STUD IX FRAMING Q 24' O.C. C� r� rV U �ii 5/8 GYPSUM WALL (1) BOARD ON EACH 51DE 56PENDED AGOU5TIGAL GLG. TILE 4 GRID e 10'-0" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 3 5/8' 25 GA. METAL STUD FRAMING e 24' O.C. 5/8 GYPSUM WALL BOARD ON EACH SIDE R-19 INSULATION 5U5PEND ED ACOUSTICAL GLG. TILE 4 GRID ® 10'-0" HUNG FROM THE 5TRUGTURE ABOVE 6' 20 GA. METAL. STUD FRAMING e 16' O.C. 5/8 GYPSUM WALL BOARD ON EACH 51DE 4' BASE SEE FINISH NOTES TO FLOOR FINISHES 4 WALL 5ECTION A-2 SCALE: 1/2' = 1'-0' SEAL TO UNDERSIDE OF DECK (BOTH SIDE) 505PENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-0` OR 15'-0" (5EE GLG. ELV.)HUNG FROM THE 5TRUGTURE ABOVE R-19 INSULATION 5U5PENDED AGOU5TIGAL GLG. TILE 4 GRID e 10'-0` HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING 0 16' O.C. (BRACE to 1/3 POINTS) (2)-LAYERS OF 5/V TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE 4' BASE I 4' BASE 4' BASE II 4' BASE SEE FINISH NOTES i SEE FINISH NOTES TO FLOOR SEE FINISH NOTES SEE FINISH NOTES TO FLOOR TO FLOOR t TO FLOOR ISHES FIN15HE5 ' FINIS E5 FIN I i 1,� , FINISHES 6 WALL 5ECTION A-� SCALE: 1/2' = 1'-0' 5/e5' GYPSUM WALL BOARD 3 5/8' 25 GA. METAL STUD FRAMING 1w 24' O.C. (2)-LAYER5 OF 5/S' TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE R-II BATT INSULATION 'o' 20 GA. METAL. STUD FRAMING m 16' O.C. 'BRACE a 1/3 POINTS) 4' BASE 3EE FIN15H NOTES fo FLOOR -INISHES e2A2SCALE: I/2'I= I'-0' A BALL WALL 5ECTION A-2 SCALE: 1/2' : 1'-0' 5/5' GYPSUM WALL BOARD 3 5/8' 25 GA. METAL STUD FRAMING m 24'O.C. 5/V TYPE 'X' GYPSUM WALL BOARD ON EACH SIDE R-II BATT INSULATION 6' 20 GA. METAL. STUD FRAMING 0 16' O.C. (BRACE 9 1/3 POINTS) 4' BASE SEE FIN15H NOTES TO FLOOR FINISHES 12 1 HR. RATED WALL A-2 SCALE: 1/2' = 1'-0' a WALL SECTION A-2 SCALE: 1/2' = 1'-0' 9 2 HR. RAiPp WALL A,-2 SCALE: 1/2' : I'-OJL DESIGN $411) SEAL TO UNDERSIDE OF DECK (BOTH SIDE) R-19 INSULATION SUSPENDED AGOU5TIGAL GLG. TILE 4 GRID ® l0'-O" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 0 20 GAMETAL. STUp FRAMING a 16' O.C. (BRACE 9 1/3 POINTS) 5/8 TYPE 'X' GYP5l1M WALL BOARD ON EACH SIDE 4' BASE SEE FINISH NOTES TO FLOOR FINISHES %5CALE: I SIR. RATED WALL 112' = 1'-0' (UL DESIGN'465) SEAL TO UNDERSIDE OF DECK (BOTH SIDE) %5PENDED AGOU5TIGAL GLG. TILE 4 GRID 9 10'-0" OR 15'-0" NEE GLG. ELV)HUNG FROM THE 5TRUGTURE ABOVE R-19 INSULATION SUSPENDED AGOU5TIGAL GLG. TILE 4 GRID ® 10'-O" HUNG FROM THE 5TRUGTURE ABOVE R-II BATT INSULATION 6' 20 GA METAL. 5TLD FRAMING e 16,' O.C. (BRACE e 1/3 POINTS) 5/8' TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE 4' BASE SEE FIN15H NOTES TO FLOOR FIN15HE5 to I HR. RATH) WALL A-2 SCALE: 1/2' = 1'-0' (UL DESIGN 0411) tvtr-Y A I r- --r =1BERGLA55 NSULATION AND /APOR RETARDER :AVE STRUT ON :RAME IBERGLA55 4SULATION IND VAPOR :ETARDER rIRT JSPENDED GOU5TIGAL GLG. LE 4 GRID @ i'-0" HUNG FROM iE 5TRUGTURE ROVE GYPSUM aLL BOARD i/8' METAL UD FRAME 4 O.C. OOR LINE �POR BARRIER RMITE :TREATMENT )MPACTED 5GRADE (TYP.) �3 UUALL 5ECTION A-2 SCALE: 1/2' = 1'-0' 6' DIA. CONCRETE FILLED STEEL PIPE, PAINT P-2 LINE OF EXISTING PAYING PAVEMENT THICKNE55 '-O' PIA. POURED CONCRETE FOOTING SEE 51TE PLAN .::OR LOCATION 14 MALL 5ECTION A-2 SCALE: 1/2' = 1'-0' Design No. U465 onbearing Wall Rating -- 1 FSR. ........... _.�.. .:,�r.�-'-i-•-���- �:�--x r --.• .. 3•;: r •- 717 (4) 1. Floor and C.ei.l.ing Rartners — (not shown) — Channel shaped runners, 3-5/8 in. wide (niir:), 1-1/4 in. legs, formed from rain No. 25 MSG (rain No. 20 xYTSt, ?Then Item 4C is used) gal' steel, attached to floor anti ceiling witli fasteners ap:iced ?4 in. OC max. 2. Steel Stu& _... Chilnne! shaped, 3-5/8 in. wide (ruin), 1-114 in. legs, 3/8 in. folded hark feturn5, formed from min Na. 25 ,DISC:, (riun No. 20 i(fk when here)4C is used) valy steel spaced 24 in. OC max. 3. Bat6 and Blari' e,W -- (Optional) — Mineral wool or glass fiber batty par - or completelc filling; stud cavity. "ae Baits anti 81anKets (BZJZ) category for names of Classified companies. 4. Wallboard, Gyps;ir.,=a" — 5/8 in. thick, 4 ft wide, attached to steel studs and flour and ceilirt r trail; with I in. long, Type S steel screws spaced d irt. OC. iorig edges of r�rsard and 12 in. OC in the field of the board. joints oriented vertical!, anti tat;'erect on opposite sides of the assembly. When attached to Aeir 6 (furring cl arinels), wallboard is screw attached to furring charmtels ;vide ? ira. long, Ti-p S steel screws spaced 12 in. OC. ANl iaflC.: °N GYPSUM CO-1ypeAG-C. CAN A1: LAIN' ("YPSUM COMPANY —Types AR, C, IP-X2, SCX, SHX, iAIRC or WFX- C:li',O,'CoRP —Type 1. CUfTIPI'E L CYl'SUM COMPANY —Types CG-C, C'G5-5, CG:;-6, C"G,7' -7, CGi C-C. G-P GYPS`.IIv1 CORP, SUB OF GEORC:IA.-PACIFIC CORI' —Types 51 9, C:, GI'FS6. J"=�.i%IES 1-1.r3,RDIE GYPSUM INC—Type BG-C:. LA" ARC, l` GYPSUM, DIV 01: LAFARGE 1-011P---Types LGFC2, L(.;I C WA, LGFC6, LGFCC6A, LIGFCC-C ;'. NA`IT0f,14AL GYPSUM CO —'Types F K-G, F` W-G. NANi IONA.L GYPSUM CO --Type F1R or WR. PA.13CCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC—Type PG-C:. ,EPUI3I..1C GYPSUM CCO--Type RG-C. Y ANDARD GYPSUA,1 L L C—Type SG-C. 'I`EMPLI -INLAND FOREST PRODUCTS CORI' —"Type TG-C: C;NFI I) `; T TES GYPSUM CO—'rvpe AR, C, FRY-G, IP-X2, '.SCX, 51-IX WRC or AMI . YESO PANAMERICANO 5 A DE C V —Type AR, C, LI'-X2, S, _X, SI.Lx, VIRC or WIRX. W STROC :INC---Type Westroc Fireboard. 4A. Virallboaftl, (As an Aternate to Item 4) •--- Nom 3/4 in. thick, 4 ft wide, uistalled as described in Item 4 with screw length increased to 1-1/4 in. C At�a'r8?IIAi; GYPSUM COMPANY —Type AR. U.Ni 1) STATES GYPSUM CO ---Type AR. — YPSQ PANAMERICANO S A DE C V --Type AR. h"aallboard, Gy .stu-nx •••- in rl' {As an alternate to I#ern 4, 4 and 4l3) - .�/n . tt`.ick gypsums panels, installed as described in Item 4 with "Ty 7e 5-12 steel screws. The len +_ci and spacing of tile screws as specified under Item 4. CANADI.AN C,YPSUI`�i COMPAPiY—Typpe IRX. UNI"17ED STATES ES GYPSUM CO —Type F1DC, Joint 'Iiipe itnd Compound — Vinyl, dry or premixed }Joint compound, :applied in two coat: to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, rion i- i?atl 3/ 32 in. thick g 'psurn veneer taster may be applied to the entire stir - face of Classified veneer baseboard. joints reinforced. 6. F'i ring Channel - (Optional -Not Shown) —Resilient 25 hISG ally steel hi.rring charm Iss spaces} vertically max 24 in. OC, flange portion attached to each imers.ctiraz, stud with 1/2 in. long type S-12 parthead steel screws. Not T'a i' or USe- witty Tyf7e i+i� � gypsum parcels. *Beariiag tl?e UL Classification Marking 5TRUGTURAL COLUMN BY METAL MANUFAGTURE UNIVER5AL FORM GOLUMN COVER OR EQUAL APPROVED PRODUGT DOHEL MELDED -TO BOTH PLATES GA5T-IN STEEL PLATE5 THREADED ROD OR GOIL ROD WITH NUT AND HASHER IN5ERT5 GA5T IN PANEL 15 COLUMN COVER SEECTION 05CALE: 3/4' = 1'-0' METAL ROOF BLDG. MFR O R-II VINYL B, GONT. METAL GA. 4 51ZE E BLDG. MFR. /` TOP OF E FLOOR V Y Design No, U14111 Nonbearin; `Wall Ii:A111 g _ 2 HILL 1. Floor and C:eiliAg R annex --- (Not Shown! --•- 1'Y1la:. 25 NSG (rrtin '.ill Ni<>C '.leis Item 48 is atsed) galy st"! 1 in. high, return legs :2-112 in, wide: (nnn), aitaehed to floor and oiling, with fastener; 24 ira. CSC. Z Steel St'.xtis __ Min 2-1/2 in.wide, 1-1/1, in, ieg:'s, 3/8 ilia renters, foraged of min '25 NiX {inin 20 WC" when stern 48 is trA—aj) galy .V_-el rrarax .Stud apac- ing ?4 in, G'C. Studs to � coat 3/4 in. li:ss tl-ian 1,�eblv height. 3. Batt3 and Bl;irtkFets° •-•- (Cptional) mm Mineral emol or ?,lam fiber batty Far- tuitTy or completely filling styld cavity. Faster, e a xa badti7 wall siacrl b . layer Frith a min 9/ I6 ill. INIg staple. rd- Y.Je: staples far ea=:li 4 ft pig. IJi7Ye one staple in ale tentex F:,f ed.17 pis,;.:g ar>d a ;;tapl:M :it each, =:v Irae., apprax 3 ii7, from edger. ui"' i ian d {r3!)) L'at3:go r.J ir3r ri.,..mft 6ia� FA-m'.,7-'fr'szSXl;:€ ra. 'f3lxtt :'� iSd, ixypsiliryd ..... 5/yin. Jki ,ie, Esther lac er'° pros , w vtr?yi si.ESY aced. {1 arF liaateuj System) Wallboard applied verii l y in tWID taye,I% leaner layer attached to studs with I ire. loog'ryI� S steel 3 ? 3vs spas k 8 in. CC along vertial edges, and 12 in. (X, in the .field and outer layer laMinated to inner Myer with joint compovitd, ap'�Ireti1 wid, a nUtr:l?d% spr -der producing C011tinuQU3 bc,,ads of coinpowid about 3/8 in. it,, df-asneter, spaced not greater than 2 ir;. OK, Joints of lar'w; aatdd otter layer o£fsr t 12 in, frdna inner layer joints Outer layer wallboard attached to floor and ceiling runner track mth t ••S.I8 iri. long, 'r;rp�s "- stFf.t screws spacers 12 in. OC. fipiint7al, (Direct Attached Systerai), fruier Layer att'a&tA to studs with I In. long Tyfe 5 steel screws spaced 16 in OC in the field uad along tlae ��exti <al edges. Outer layer attached to the studs over t1a: imler tciver ,vj°h 1-5/3 tit,. Ioaw Type S steel screws spaced 16 in. GC in the liel<! and <alnng the vertii:al telge lead l' in. UC to,-lte floor and ce fing nirariers. Jr)ints of screw attacl>ed t3itt„s' layer offset franc inner layer joints. Joint; of oyster layer may be tar--t1 of izntaperl. Nom 3132 in. thick g}rpsuin veneer plaster ri?ay be applied to dle eadn 5urfa-;Q of CClassified veneer asebeard. Joints reinforced, Aiii MUCAN GYPSUM CO —1'yp. AC .0 or AGXC *A! . SORAL GYPSUM INC ---Typpe BC-C, DDrj(Z, DOG2 or DDNI, CAN;k DIAN GYPS. NI COsr1Pz�SNY � Iy � -� �v (, rCS IIa•iC1 I?-X2, SCX, SHX, VIRC or if°MX . CEI.0`QX CORI' •-=ixpe I or h'RI? C01"V11,TSIN'1AL G` ,P tiUM CO IPzh NY CC-3, CCi-C,, CC;3.3, CG5-5, CGfr5, CC,)-9, CCJ1C_(_ G-P GYPS(M CORP, SUB OF GEORGLA-PACIFIC C013,F---- "l'vpe: :5, 9, C. C;"G, GPF':�6. J AMES i'L NF GYPSUM Ii' t ----Types A;. XJ, a1Fax"CC" . I..AIFAR a.E GYP:SUNf, L)Ili OF LAPARGE CORP ---Types I.c,CxC2, LGFC _;A, 1 CF0, LGFC::6, LGFCfA, LGFC•C. i IXTIONA L %, YPSUIld CO -> or F5,N_4a NA'110NAL GYPSUM (CO vpes 1R, or 101i . NORGI 5 AJS--- NORPIRE X (ABC-U IGYPSMNI, DIV OF PACIFIC: C OAST BUILDING P'IGODUC rS D4C --:frge C:, PG-5, PG-9 or I'G-C. aR'EFfJ.3I.1C GYPSUM CO --Type. RG-C. STAiNDARD G'fP;UIM 1. 1, C -Tyne 1,CGt-. SC-C oi' SGC.C. TEMPLE -INLAND FORESTl'1',,C3I)�.C-I'S C0%1 ' w•'irpcas'I, TG•C, VP3 1'yp« T. U`4frED DVrFS r kP:s11 i CO T, tic :SIL C.C, FC V, FI (-G, I.P-Xl, IP-X'2, SC:; SHX, WIs.0 or v/It4. wurROCC INC­Type ;"Itistror. Fir-. ard. Yti.SO PANAMERICANQ 5/ r.DE C; V T Al.C, C,1`04 11'•XI, IP-X'2, SCX, ;I -IX, Wlt,A C or 'wRiX 4A, 'MllboaM, Gypsmn' --- (As an alternate to Item 4) - -'lout :314 in, thick, installed as described in }tern 4 suit i 1-1/1 in. Is rtg Tape S screws for }Elmer layer and 2.1/4 in. long Type S screws for outer layaz CA.NADIAN COY 5UjM C0MFA1se { .---TvY,_ AR. ClNr'FV ST'An5 GYB'5LMj CO � �aI YES RANAMERIC ANO 3 A DE C- # - T)-pe :AR. 413. 'iYatlb+ s71 Gy r=xsi" - (As Sri alternate to }ten .1 red 4A) M.. i`;c1va 5/S lay. L gy�cii paste, in{ied :as d riled ra stalls 4 Hith'lyT7e S I? sties# s'=vs. The lag3li arld Ong cf the sews ;Fs sgeertz d ter?rser Itect 4. IJl'd1� e1� STATES £lYz°SU23# CC3 ••••=fype FItX. 4C. 6Y:alltaoarc! GSrpJrarsrs {As ,3iY alternate to It i7i <§, 1�1 and d1ac::, 2 ft wide, tti 1je and p,~z. uove� ud�3e, a apli :+ hod• zont-ally as ilin. outar Layer t, one suit u# ti e a rnoty SQl: W <as <fes,�=ibed in Ito -tit 4 feat thy. direct aitacf-'e'l systew. . UNrrED'ST�' rES GyP,. LAr# CO -- Typz; st;eaxing ilea tiC. {`la,-sid�ataon r��iaxiang FLOOR LINE ur35. FOR DETAIL 16 ENTRANCE COLUMN 5ECM0N A-2 SCALE: 3/4' = 1'-0' Z _O U) LU 4 O 't!!� cr-f O Lam- c� Q � O O 0 0 . c O � Cll hC O�y� CYD �CIO 0 ;j r O O O ICJ -� t Lam-• CrJ � O rx} �i c ` 0? 1 ;-' 44 R� r-4 .. 00 _ 0 H a b z O Q CY O U_ W ' f Q C) az oOc , p lI O I� z I 0 0 WzLL z � o Q f v J 1 � � Q F U N —0m 0 0 " O Z CO 0 0 z W Cal W O Q W W < 0 U OL U 0 1 0 T U) 15OLLARD 4 SEE DETAIL 14/A2 0 0 5EE COLUMN DETAIL 9 SHEET 16/A2 COVERED ENTRY SEE COLUMN DETAIL a 5HEET I(o/A2 O �© C �> BOLLARD SEE DETAIL 14/A2 � � 68 ° 67 tit A-2 =rT FEE ,GI 65 l 64 16-61 - 13� �3 I / A-2 I STOR. 6' STUD N11� � U F L LO NGE 0 i 3 13 6 = / 0 A-2 3 - A-2 A-2 6 -II A H o- --- _ --- - - 4q -o" 14 II'-10" f 12'-2" 4 12'-2" 5EE COLUMN DETAIL a o,- �" 6 6 SHEET 16/A2 -1 ® A-2 A-2 N BOOK/ GIFT AREA 1, .T OFFICE OFFICE OFFICE OFFICE _ � ' O® 110 II 02 - � 12 i � e I A-2 10 12'-l0" a A 2 c0 '� 101 A-z � — = GIli' r 13'-I e CORRIDOR M.T� A-lo IS m � SEE COLUMN DETAIL 1w SHEET 16/A2 - U 4 I I L I I o ® ® ® now I CORRIDOR EYJ 35'-01' CHAPEL 7 3M CORR. r,- 0 LOBBY 21 10 00-------� �r- 1 1 A-z 9 O O O 10 ;' A- i [ JAN. _ A-2 �I CL. H.C.\ O L - -� i 1 �I SNACK 62 II ,� WOM EN ' & v 36 34 LOUNGE 7 M. ' 10 37 LIBRARY 6 A-2 n I _� a a N A-2 II I I _ r ,� A-z III =I SINK D.F. r8 nA-2 -•° - , - n a 4 I ] H.cI ------------ OA- [ I OFFICE _ M I - w f 02 MEN S 22 8 2 JAN. - A-2 - _\ I / A-2 /I\ c) O O CONFERIENCE _1 OFFICE O f CORK. 155 cv � I n OFFICE CORK 23 Ml _ 3q ® 24 o� O ] OFFICE _ �F— 2F1 \ 4° 6 © N A-11 a I 6' STUD WALL __� A-2 `? OFFICE 4 - ® 41 a 32 [� K PHONE _ SERVER I=�=71 i i i Ia - A-2 � FILE J `\ r 31 CONTROL 0I- = '_' BOOM O. FLOOD CLAN LEGEND = m I 6 r- _ I A-2 43 OFFICE - �— ©l EXTERIOR METAL HALL rr O INTERIOR METAL STUD WALL a A-z SEE HALL TYPE @ SHEET A2 COPY 44 -__._--- 2 HOUR FIRE RATED = I=r� I �_ 22 RECORDING _ INTERIOR STUD WALL _ - O CORRIDOR cv (0 SSHEET A2) EE UL DESIGN #411 45 u' �— cv ®®®® I HOUR FIRE RATED INTERIOR STUD WALL - 46 II a 30 (SEE UL DESIGN #465 _ p-2 A -II z SHEET A2) I I ` p OFFICE I a 27 ul C_ 0 OFFICE DOOR NUNBER _ RELIGIO S ASSEMBY 23 6 i> WINDOW TYPE -� T _ 21� FIX D SEATS 10'-2" 5'-0" 13'- A_z 51-011 28 O - 2q 4 R6ER, s T 4 R15FR5. 7� O RE ST ROOM 'z 7 I7 1- L © u = 2 OFFICE OFFICE 4 PASTOR'S N OFFICE FF2- STAGE 25 6 6 A-2 A-2 13 13 A -a 5 -0 ��` 23- '-It A-z II'2I'll - " _ 12'6" —fr 4 e 4q I — 30LLARP SEE DETAIL 14/A2 FLOOD CLAN SGALE. 11 I U MOVEABLE ST 2 5 -u REFRE l=NTS 102 SIN< z A-2 UJ.H 55 Q )- LOCKER WOMEN 1-I C F O C O 8 KIK7 `- a H.G. L _ A_2 A-z F 51 - OC R _ - _j MEN LJ 13 r 26'-°i" A -a 52 �4 53FH r T. `- 81 � I 1 N 2 <1 IF A-2 B 58 _ 5q I 6'-O" 57 24'-4" zz a I A-2 2. o ° GAME ROOM � 3 ® O Li I CORR. r6 FF476I v � I CHARGING STATIONS — I v - STORAGE ® 82 83 '�4� \� GA-2 / �A-2 / �-i. `" ll — — — FUTURE BLEACHERS — —I I I 51'-5" EXERCISE 50'-0" 7 13 0 Mlm ra til I acq U 1 r 4 c b a � cYa _ >� C�z n U� cXD j r cp C� U d cy —�` p o �lCD 0 U ;C, >a Q z O Q z ry 1 A Qo I— — O pc O W ILLL z , Lu LL1 z LL O Z N W V J LH .„ N Q c�1 m ►�- \" / O 0 U m Z W O a Q W W o ca can FLOOD PLAN LEGEND EXTERIOR METAL WALL INTERIOR METAL 5TUD WALL = 2 HOUR FIRE RATED —_—__ INTERIOR STUD WALL (SEE UL DESIGN #411) I HOUR FIRE RATED INTERIOR STUD WALL (SEE UL DESIGN #465) ® DOOR NUNBER WINDOW TYPE BOLLARD / !^ 1- - A u I t. A n FLOOR PLAN 5GALE: I/8"= 1'-0" E �— "M — SLIDING �•\ WINDOW W/GLEAR OLA55 12 Q� 5l_IDINe UJIN[DOW ELEV. 4 5ECTION5 A-4 SCALE: 3/0' = I'-0' MIM SLIDIN6 WINDOW W/GLEAR 6LA55 2X4 WOOD BLOGKIN6 m 5/4" PLYWOOD GOUNTERTOP W/ PLA5. LAM. TOP 12 WATER PROC EPDXY PAIN WALL UP TO 4'-a' FROM FINISH FLOOR 36' GRAB BAR p a 42' GRAB BAR ❑s TOILET PAPER HOLDER 1-11 4' VINYL BASE 3 REFROOM El EY. (N.C.) A-4 SCALE: 3/8' = 1'-0' NOTE SEE RESTROOM SCHEDULE AND DETAILS ON SHEET AIO 42' GRAPI�l BAR 121 50AP [� - DISPENSER I j' TOILET [] PAPER HOLDER 4' VINYL — BASE 6'-10" WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR 2 RE 5T F,,00M 5 L E V. (P.C.) �-4 SCALE: 3ia' = 1'-0' N .(--. ?).E. 1 1 Q z Q z 1 I� Q � _W Z O ILL i • Lu Di I O LL O U) L f (f� N O in O U ED m W z f— O u�1= 0- Q 0 W U W w RESTROOM \ 166 ENL.ARC;ED PARTIAL. FLAN SCALE: 30 = 1'-0' Ifs MIRROR 0 PAPER TOWEL DISPENSER SOAP F-31 DISPENSER WATER PRO( EPDXY PAID WALL UP TO 4'-0' FROM FINISH FLOOR 2 REFROOM ELEV. A-5 SCALE: 3/0' = 1'-0' GUARDRAIL AND STAIR DESIGN LOADS: I. GUARDRAIL SYSTEMS SHALL BE DESIGNED AND GONSTRUGTED FOR A LOAD OF 50 PLF C150 N/m ) APPLIED HORIZONTALLY AT THE REQUIRED GUARDRAIL HEIGHT AND A SIMULTANEOUS LOAD OF 100 PLF (14501 M/n) APPLIED VERTIGALLY DOWNWARD AT THE TOP OF THE GUARDRAIL. 2. THE GUARDRAIL SYSTEMS SHALL ALSO BE DESIGNED AND GON5TRUGTED TO RE515T A 200 lb (8q0 N) GONGENTRATED HORIZONTAL LOAD APPLIED ON A I FT. SQUARE AREA (O.Og3 M2) A"r ANY POINT IN THE SYSTEM INGLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING TH15 PURPOSE. 3. 5TAIR5 ARE DESIGNED FOR MIN. 100 LE3. LIVE LOAD W/ MIN. GONGENTRATED LOAD OF 300 LB5. © GENTER OF TREAD. 3(o' GRAB BAR O 0 42' GRAB BAR 7 TOILET PAPER HOLDER 0 4' VINYL BASE cv <t- m �I I NOTE SEE RESTROOM SCHEDULE AND DETAILS ON SHEET AIO 12" PLUS I TREAD I 42' GRAB BAR SOAP DISPENSER TOILET PAPER HOLDER 4' VINYL BASE 3 RESTROOM ELEV. A-5 SCALE: 3/8' = 1'-0' wi-i I t-.1, 1 Il"Vlll EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR �T LANDING ` PAINTED 4" O.D. STEEL PIPE SUPPORT GOLUMN (TYP.) —\ PAINTED 11/2" STEEL HANDRAIL ON BOTH 51DE5 OF STAIR (TYP.) 1/4" DIAMOND 5TL. PL. G&X8.2® PERIMETER 4 CENTER SUPPORT r i • p CLIP STRINGER TO GONG. -Wr PL. 12" X 12" X 1/2" -� PAD EA. SIDE W/ 1/2 X 5 rI[1- _� _m= W/ (4) 5/8 .� WEDGE ANCHOR BOLTS _ul�_ iTimn HOLES (TYP.) SEE STRUCTURAL 12"xI2"x5' LONG GONGRETE PLANS FOR FOUNDATION FLUSH 5'-6" FOUNDATION PLAN W/GRADE 6TREAD5 @ II" 4 FAIR RAIL.INC4 DETAIL A-5 SCALE: 1/2' = P-0' 2` HOUR FIRE RATED INTERIOR STUD WALL (SEE UL DESIGN #411) GLIP FAR 5TRIN6 5/16" BENT STEEL PLATE TREADS W/ RAISED PATTERN r "6" STEEL PLATE RAISED PATTERN z'. BOLT TO WALL BEYOND x &.2 ,IJ x 8.4 . STRINGERS O C rJ O N � ® O cd U o O O -- Q0 cz CYJ Q,' o Q-0 LL O rf 1— LLI z 5 ENLAReF FAIR PLAN A-5 SCALE: 1/4' = 1'-0' 6 STAIR [DETAIL A-5 SCALE: 3/4' = 1'-0' A5 REFLECTED CEILING NC �• FIRE SPRINKLER SYSTEM ARE TO BE DESIGNED ANC BY A LICENSED SPRINKLER INSTALLER AGGORDING RESPONSIBLE FOR WORK THAT REQUIRED BY THE E FIRE OFFICIALS TO THE FIRE SPRINKLE SYSTEMS IN( HORN5 AND FIRE ALARM, PULL STATIONS, STROBE L SMOKE DETECTION DEVIGE5. 2. RE5PON51BILITY OF CONTRACTOR TO GONNEGT REG AMOUNT OF LIGHTS TO EMERGENCY GIRGUITS AND T MINIMUM I FOOTGANDLE EMERGENCY LIGHTING IN AC WITH THE LIFE SAFETY CODE. 5. EMERGENCY LIGHTS TO BE GONNEGTED TO EMERGEI COMPLY W/ NATIONAL ELEG. CODE. 4. EXIT LIGHTS SHALL BE GIRGUITED TO SEPARATE GIF W/ NATIONAL ELEG. CODE. 5• FOR GIRGUITS, SWISHES AND PANELS, SEE ELEG. DRi 6. FOR HEATING AND GOOLINO 5EE MEGH. DRAWINGS HEATING AND COOLING SHALL CONFORM TO THE "A INDOOR A/G DESIGN TEMPERATURE SHALL BE -12 DE BOTVI HEATING AND GOOLINO. 7. ANY DISGREPANGIE5 BETWEEN PLANS AND ACTUAL TO BE VERIFIED WITH ARGHITEGT BEFORE PROGEEG el. SEE MEGHANIGAL AND ELECTRIGAL DRAWING5 FOR I—IM.A. . LEGEND O z SUPPLY DIFFUSER OO SUPPLY DIFFUSER N RETURN AIR GRILLE z EXHAUST AIR GRILLE LIGHT LEGEND FLUORESCENT LIGHT FIXTURE ® EMERGENCY FLUORESCENT LIGHT FIXTUF 0 COMPACT FLUORESCENT, INCADESCENT HID CEILING LIGHT/DOWN LIGHT EMERGENCY OR NIGHTLIGHT (NL) COMP/ FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LIGHT WALL MOUNTED COMPACT FLUORESCENT INCADESCENT AND HID FIXTURE MOUNT[ 84" AFF UON (r RECESSED MOUNTED WALLWASHER, SHA SIDE INDICATES DIRECTION OF AIM �-► SPOT LIGHT, ARROW INDICATES DIRECTI( OF AIM ® STEP OR AISLE LIGHT, OR WALL MOUNT OUTSIDE LIGHT v v v v v TRACK LIGHT. PLAN INDICATES LENGTF OF TRACK 4� ® EXIT LIGHT WITH DIRECTIONAL ARROWS INDICATED SHADING INDICATES FACE(S) FIXTURE, STEM INDICATES WALL MOUNT[ 84"AFF UON EMERGENCY BATTERY OPERATED WALL PACK WITH 2 AIMABLE HEADS V REMOTE HEAD(S) FED FROM EMERGENC' BATTERY PACK 4"N GAL\/. DUGT- 1---1/8" BEADED WIRE SUPPORT. 100 GFM EXH. FAN W/ BIRD 5GREEN FOR EXHAUST FAN LOCATION FOR EXHAUST FAN SEE, FLR. PLAN LOCATION SEE, FLR. PLAN CEILING PLAN SCALE: 1/16"= 1'-0" o r--4 o�cyD Q�� N oU 4� •r-.i GCS L�- N � (a) bt o � o ® O CCj U Lo CYJ Q n m rd J Aj O !Ci � `1►1 � I o 0 cq—� u _U .a EXHAUST FAN DET, EXHAUST FAN DET.- ALTERNATE DET. NOT TO SCALE NOT TO 5GALE A 6 L I ROOF PANELS BY METAL BUILDING MANUFACTURER (TYP) +14'-0" AFF. EAVE HT. ()BEYOND) o'-m' FIN. FLOOR METAL PANELS BY METAL BUILDING MANUFACTURER (T' +10' - 0" AFF. , EAVF HT. 0'-ou A55UMFD FIN. FL' FRONT E -� SCALE: 1/16"= I'-O" ' PORTICO / MAIN ENTRANCE WAREHOUSE DOCK AREA (BEYOND) ROOF PANELS BY METAL BUILDING MANUFACTURER (TYF METAL PANELS BY METAL BUILDING MANUFACTURER (TYP +I8' - (0" AFF. SAVE HT. 0I-09 FIN.//F1_OOR - 4' - 0' l3.F.F.� 2 RIGHT ELEVAT I A--f SCALE: 1/16"= I'-o" 0 SCALE: 1/16"= P-O" SCALE: I/16"= I'-O" TI ��c jk c> S- kc-,) Q -k>- 1 +IS'-0' AFF. SAVE HT. :RY ENTRANCE / EXIT (BEYOND) A.F.F. -4'-0' 5FF. +14'-0' AFF. EAVE HT. 0'-0' FIN. FLOOR O w Lu CY q) "t 8 Cq ® O U) � o c ob 03 0 0 co O Q 0 z ry ly O �-- Q O o LH O z 01 J W Z O u- i O � o II I 1 O L 1� z N L Q � Q I QJ �t cv M LL O O INm q 2 m W z o t__ iD f- J O �: Q 1 O w f- W M Q 0 a Fl a Q a O z w A7 F I N I SH NOTES I. ALL GYP. BD. 15 TO BE PAINTED. PAINTING SHALL (2) TWO GOATS OF BUIDIN6 STANDARD PAINT - G 5ELEGTED $ APPROVED BY OWNER 2. ALL PAINT 15 TO HAVE AN E66SHELL FIN15H UNLESS 5. ALL WALL FIN15HES ARE TO BE GLA55 "A" OR BET FLOOR FIN15HE5 ARE TO BE GLASS II OR BETTER 4. ALL WALLS ARE TO HAVE BUILDING STANDARD VIT TO BE 5ELEG"FED4 APPROVED BY OWNER 5. RUBBER THRESHOLDS ARE TO BE INSTALLED BETH! HAVE GARPET FLOORIN6 AND ROOMS HHIGH HAVE 6. PREPARE HALL TO REGEIVE NEW PAINT. PREPARE REGEIVE NEW FLOORIN6. -1. TOUGH UP PRIMER ON ALL PRE-ENGINEERED STEEL FRAM PAINT ALL OTHER EXPOSED STEEL H/ I GOAT ALKYD EN/ COLOR OR TRIM GOLOR 5ELEGTED $ APPROVED BY OH 8. PROVIDE RUBBER TRAN51TION STRIPS AT ALL VGT/ GAR VGT/ GONGRTE TRANSITIONS. q. GAULK AND SEAL ALL INTERIOR HAREHOU5E FLOOR EX ALL FLOOR -HALL JUNGTION5. SEAL EXP05ED GONGREfE HITH 5 GOAT5 GLEAR SEALER : KURE-N-5EAL OR EQUAL 10. PLASTIG LAMINATE GOLORS: HIL50NART OR APPROVED EQUAL. GOLORS TO BE 5ELE BY OWNER 11. ALL AGOU5TIG GEILIN6 GRID � TILE HEIGHT ARE IC 15 NOTED ON REFLEGTED GEILIN6 PLAN (SEE SHEEN TILE 5ELEGTED BY OTNER DIVIDER STRIP GARPET 5ELEGT OTNER I til I THIN FLASH PATCH A SET BED TO PROVIDE A i GONGRE'�E FLOOR SLOPE (1:20 MA TO GONG. FLR. i CARPET TRANSITION SGALE: 1/2' = 1'-0' V.G.T GONGRETE FLOG SEALER : KURE-N-`. 12" X 12" GERAMIG 'FILE C: r==l L� ® 9 �C T J •� a bA �•� O b � CrJ CD A8 NOTE: ALL HARDWARE 15 TO MEET ALL LOCAL, STATE, AND NATIONAL CODES. LEVER HANDLES DOOM SCHEDULE DOOM' SCHEDULE TO BE USED FOR ALL DOORS WHERE REQUIRED BY GODE. ALL DOORS ARE MIN. 3'-O"x1'-O" ,I 4 1/2" TYP. SHIM VERTICAL MULLION PULL 51DE Cc 3 - FASTENER, TYP. DOOR DOOR FRAME DOOR DOOR FRAME 18 ° M,I .4" :� - X. CONSTRUCTION TYPE V TYPE REMARKS SIZE CONSTRUCTION TYPE V) TYP REMARKS z -� _ SUE - �_ WALL STRUCTURE STOREFRONT ALUM. ALUM. ALUM. STOREFRONT DOOR 51 PR-3'-O"xl'-0" 1 5/4" 5.G. WOOD B FI I HM BI Z I PR-3'-O"xI'-1'13/4" G F2 2 - cy BEAD PROFILE Q 2 PR-3'-O"x i'-O" 1 5/4" ALUM, G F2 2 ALUM. ALUM. STOREFRONT DOOR 52 3'-O"x-1'-O" 1 5/4" S.G. WOOD A FI I HM AI _ - SEALANT 4 BACKER ROD U) 3 PR-5'-O"x I'-O" 1 5/4" S.G. WOOD }{ FI I HM BI q0 MIN. RATED DR. W/WIRE GLA55 53 3'-O"x i'-O" 1 5/4" 5.G. WOOD A FI I NM AI - ALUMINUM STOREFRONT /% W 4 3'-O"x"i'-O" 1 5/4" METAL p F2 2 HM A2 54 3'-0"x"1'-0" 13/4" 5.G. WOOD A FI I HM AI m PROFILE TYP. d/ 12,MN. _ tu 5 31-O"xI'-0" 15/4" METAL D F2 2 HM A2 55 31-O"x-7'-0" 13/4" S.G. WOOD A FI I HM AI GRAY TINTED INSULATED GLA55 PUSH SIDE 6 3'-O"xi'-O" 1 3/8" 5.G. WOOD A FI I HM Al qO MIN. FIRE RATED DOOR 56 PR-3'-O"x_I'-O" 1 5/4" 5.G. WOOD B FI I HM BI �JAME3 MIN. 18" CLEAR ON PULL SIDE AND 12" MIN HEAD I PR-5'-O"xI'-1'13/4" 5.G. WOOD H FI I HM BI qO MIN. RATED DR. W/WIRE GLA55 5-1 3'-O"xl'-O" 1 3/4" 5.G. WOOD A FI I HM AI ON PUSH SIDE, DOOR TO BE PLAGED 4" MAX. I - ALUMINUM STOP cq C�4 CO 8 31-O"x " i'-O1 5/4" 5.G. WOOD A FI I HM Al 58 3'-O"xl" '-O1 5/4" 5.G. WOOD A FI 2 HM Al q0 MIN. FIRE RATED DOOR FROM WALL FOR GLAZING 00 q 31-O"xI'-0" 1 5/4" 5.G. WOOD A FI I HM Al 5q 31-O"x-1'-0" 1 3/4" 5.G. WOOD A FI I HM Al CZ E 10 3'-O"xI'-O" 13/4" 5.G. WOOD A FI I HM Al 60 5'-O"xl'-O" 1 5/4" 5.G. WOOD A A I HM AI c SMEAR BLOCK FASTENED " S.G. WOOD I HM BI HINGES - HA6ER 4.5 X 4.5 - U526D652, OR EQUAL ALUMINUM STOREFRONT � `� 11 3 -O xI -O 1 5/4 S.G. WOOD A FI I HM Al 61 PR-3 -O x_1 -O 1 5/4 B FI LOCK SET - SGHLA6E OR PUG, U526D OR APPROVED EQUAL PROFILE, TYP. TO VERTICAL MULLION 12 PR-5'-O"xI'-O" 1 5/4" ALUM. G F2 2 ALUM, ALUM. STOREFRONT DOOR 62 PR-5'-O"x1'-O" 1 3/4" S.G. WOOD B FI I HM BI STOP - WALL MOUNTED, U526D CLOSER - LGN, U526D z 13 5'-O"xI'-O" 1 5/4" 5.G. WOOD A FI 2 HM Al 63 3'-O"x7['-O" 1 5/4" 5.G. WOOD A FI 2 HM Al qO MIN. FIRE RATED DOOR 14 31-0"xI'-O" 1 5/4" 5.G. WOOD A FI 3 HM Al 64 3'-O"x-1'-O" 1 3/4" 5.G. WOOD A FI I HM Al NO -TES: I. NOTE: ALL HARDWARE 15 TO MEET ALL LOCAL, : STATE, AND NATIONAL GODE5. LEVER HANDLES �' b 15 PR-3'-O"x1'-O" 1 5/4" 5.G. WOOD I FI I HM BI 45 MIN. RATED DR W/WIRE GLA55 65 31-0"x-1'-0" 1 5/4" 5.G. WOOD A FI 3 HM Al O TO BE USED FOR ALL DOORS WHERE REQUIRED BY GODS. Ii TERWDIATE IZONTAL 16 31-01'xI'-0" 1 5/4" 5.6. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 66 3'-O"x-7'-O" 1 3/4" 5.G. WOOD A FI 3 HM Al 2• LOCKING DEVICE NOTE: � �"' c II 5'-O"xI'-O" 13/4" S.G. WOOD A FI I HM AI 20 MIN. FIRE RATED DOOR bq 3'-0"x-1'-0" 1 5/4" 5.G. WOOD A FI 2 HM Al LOCKING DEVICE SHALL NOT REQUIRE THE USE OF oho Ib 3'-O"xI'-0" 13/4" 5.G. WOOD A FI I HM AI 20 MIN. FIRE RATED DOOR 68 3'-O"xl'-O" 1 5/4" S.G. WOOD A FI 3 HM Al THE KEY, TOOL SPECIAL KNOWLEDGE OR EFFORT ALUMINUM STOREFRONT FROM INSIDE OF BLDG. DO NOT INSTALL DOUBLE PROFILE, TYP. L� Iq 3'-O"xI'-O" 1 5/4" S.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 6q 31-O"xl'-O" 1 5/4" ALUM. F F2 - ALUM. ALUM. AUTOMATIC, SLIDING GLA55 DOOR KEYED GYLINDER LOGK5 TO ANY EXTERIOR DOOR. .--+ q(,L STEEL REINFORCING � �,' � c HM BI qO MIN. FIRE RATED DOOR 10 3'-O"x1'-O" 15 ALUM. F F2 - ALUM. ALUM. AUTOMATIC, SL. DR. W/EMER6ENGY GT 3. LOCK SETS ARE TO BE INSTALLED _U�i MEMBER, IN NEGE55ARY O ® c) 20 `R-3 -U xI -O I �/4 �.G. WOOD B FI I HM Al 21 3'-O"xI'-O" 13/4" S.G. WUUD A FI I HM Al 20 MIN. FIRE RATED UUUR �I 3'-O"xl'-O" 13/4" S.G. WOOD A FI I SO A5 NOT TO HINDER EGRESS. � I 22 3'-O"xi'-O" 13/4" S.G. WOOD A FI I HM Al 12 3'-O"xl'-O" 13/4" 5.G. WOOD A F1 2 HM AI 4. INSTALL CLOSER, THRESHOLD FOR HEAVIER END SECTION, LO •� A5 NEGE55ARY � ' DOOR AS NEEDED � 23 5'-O"xi'-O" 13/4" S.G. WOOD A FI I HM Al 73 3'-O"x7'-O" 13/4" S.G. WOOD A FI I HM Al 24 3'-O"x i'-O" 1 5/4" 5.G. WOOD A FI I HM Al -14 31-0"x-i'-0" 1 5/4" S.G. WOOD A FI I HM Al INTERMEDIATE VERTICAL 25 3'-0"xI'-0" 1 3/4" 5.G. WOOD A FI I HM Al -15 31-O"x-1'-0" 1 3/4" 5.G. WOOD A FI I HM Al 5ET-1 PASSAGE SET WILLION/DOOR LION 26 3'-O"x-i'-0" 1 5/4" 5.G. WOOD A FI I HM Al -16 3'-O"x-1'-O" 1 3/4" 5.G. WOOD A FI I HM AI 1 1/2 PAIR HINGES STOREFRONT HEAD 2-1 3'-O"x I'-O" 1 3/4" S.G. WOOD A FI I HM Al TI 3'-O"x i'-O" 1 5/4" 5.G. WOOD A FI I HM Al 3 PAIR HINGES (FOR PR. DR.) GRAY TINTED PROFILE _y DOOR STOP INSULATED GLA55, TYP. cli 28 3'-0"xI'-O" 1 5/4" 5.G. WOOD A FI I FIM AI l8 3'-O"x i'-O" 13/4" S.G. WOOD A FI I HM Al 5ET-2 LOCK SET VER"rIGAL MULLION '� 2q 3'-O"xI'-0" 1 5/4" 5.G. WOOD A FI I HM Al -iq 15'-O"x-i'-O" 1 5/4" 5.G. WOOD A FI 2 HM Al qO MIN. FIRE RATED DOOR 1 1/2 PAIR HINGES PRIMARY MEMBER t— o DOOR STOP -- ALUMINUM STOREFRONT o 30 3'-0"xI'-O" 13/4" S.G. WOOD A FI I HM AI 80 PR-5'-O"xl'-O" 1 3/4" 5.G. WOOD B FI 2 HM BI qO MIN. FIRE RATED DOOR GORNER MULLION (WITH 5ET-3 PRIVAGY SET '�'''1' ° < 81 PR-5'-O"x7'-O" 1 5/4" 5.G. WOOD B FI 2 HM BI qO MIN. FIRE RATED DOOR THERMAL BREAK) .. 31 3'-O"xI'-O" 1 5/4" S.G. WOOD A FI 3 HM Al I I/2 PAIR HINGES00 32 3'-O"xI'-O" 13/4" 5.G. WOOD A FI I HM Al 82 3'-O"x-i'-0" 1 5/4" 5.G. WOOD A FI 3 HM A2 DOOR STOP U�''/ •� Z II i _ _ c3 3'-O"x-!'-O" 13/4" S.G. WOOD A FI 3 HM Al 5ET-4 ROLL UP GRILLE A5 MANUFACTURED BY METRO 53 3 -O xi O 1 3/4 5.G. WOOD A FI I HM AlAI 34 3 -O xI -O 1 5/4 5.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 84 3'-0"xq'-O" 1 5/4" METAL D F2 2 HM A2 GRILLE OR APPROVED EQUAL ! ' I i, - - - CORNER MULLION PROFILE 35 3'-O"xI'-O" 1 3/4" 5.G. WOOD A FI I HM Al 20 MIN. FIRE RATED DOOR 85 10-0 xl2-O - 6 - B3 STEEL ROLL UP DOOR - � �� - � �� � �� FIM0 MIN. FIRE RATED DOOR 86 10'-O"xl2'-O" - - G - - - B3 STEEL ROLL UP DOOR CORNER MULLION _ i 36 3 -O x i -O 1 5/4 S.G. WOOD A FI I AlAI c SNAP -IN FILLER 10'-O"xl2'-O" - - G - - - B3 STEEL ROLL UP DOOR I. ALL HARDWARE I� TO MEET ALL LOCAL, STATE, AND ALUMINUM STOP FOR GLAZING 51 3'-0"x i'-O" 1 3/4" 5.G. WOOD A FI I HM AI qO MIN. FIRE RATED DOOR 8l NATIONAL CODES. LEVER HANDLES TO BE USED FOR ALL MEMBER 38 3'-0"xI'-O" 1 5/4" 5.G. WOOD A FI I HM Al qO MIN. FIRE RATED DOOR 88 10'-O"xl2'-O" - - G - - B3 STEEL ROLL UP DOOR DOOR5 WHERE REQUIRED DY CODE. — _ 2. ON ALL DOOR GONSTRUGTION MIN. 18" CLEAR ON ALUMINUM STOREFRONT 3q-3'-O"xI'-O" 13/4" S.G. WOOD A FI I HM Al 8q 10 -O xl2 -O - - G - - B3 STEEL ROLL UP DOOR PROFILE PULL SIDE AND 12" MIN. ON PUSH SIDE, DOOR TO DE 40 3'-O"x-1'-o" 1 5/4" 5.G. WOOD A FI I HM Al qO 3'-O"xl'-0" 1 5/4" METAL D F2 2 HM A2 PLAGED 4" MAX. FROM WALL. SILL FLASHING i 41 5'-O"xI'-O" 1 5/4" S.G. WOOD A FI I HM Al ql 3'-O"x-('-0" 1 5/4" METAL D F2 2 HM A2 3, LOGKS ARE NOT TO HINDER EGRESS �T SEALANT I 42 3'-O"x i'-O" 13/4" S.G. WOOD A FI 33 STEEL ROLL UP DOOR q GHEGK HINGE CAPACITY FOR GOMPATIBILI"rY W/ DOOR WEIGHT THE HEAD, INTERMEDIATE HORIZONTAL PROFILE, AND SILL MEMBERS AIM AlAI q2 10'-O"xl2'-O" - - 6 - - - B3 STEEL ROLL UP DOOR /SHIM ARE SCREWED "f0 VERTICAL MEMBERS AT PREDRILLED LOCATIONS. 43 3'-O"xI'-O" 1 5/4" 5.G. WOOD A F1 I HM Al q3 10'-O"xl2'-O" - - G - - 5 FINISH ALL SOLID GORE WOOD DOORS W/ 2 GOATS 44 3'-O"xI'-O" 1 5/4" 5.G. WOOD A FI " - - - B3 STEEL ROLL UP DOOR GLEAR LAQUER/VARNISH SILL FLOOR STRUCTURE I HM AlAI q4 10 -O xl2 -O - G - 45 3'-O"xi'-0" 1 5/4" 5.G. WOOD A FI I FIM Al q5 10'-O"xl2'-O" - - 6 - - - B3 STEEL ROLL UP DOOR METAL FRAMES : PRIMED AND PAINTED. J G B3 STEEL ROLL UP DOOR 6 DOOR FINISH KEY I �� � NAIL 46 3'-0"X-1 1 3/4" 5.G. WOOD A FI I HM AI q6 10'-O"xl2'-O" - - - - - 4-1 3'-0"xI io" 1 5/4" 5.G. WOOD A F1 I HM Al q-1 3'-O"xl'-O" 1 5/4" METAL p F2 2 HM A2 FI BIRCH, STAINED A-9 SCALE: 3 - I -O B3 STEEL ROLL UP DOOR F2 TEMPERED GLA55 AT STOREFRONT DOUR 48 3'-O"xI'-O" 1 5/4" 5.G. WOOD A FI 3 HM Al q8 10'-O"xl2'-O" - - G - - - $ 6LA55 DOOR (SEE 5GHEDULE) 4q 5'-O"x-T-O" 1 5/4" METAL D F2 2 FIM A2 qq 10'-O"xl2'-O" - - G - - - B3 STEEL ROLL UP DOOR -1 COILING GRILLE AS MANUFACTURED BY METRO DOOR MODEL NO. 50 PR-3'-O"xI'-O" 1 3/4" METAL E F2 2 HM B2 100 3'-O"xl'-O" 13/4° METAL p F2 2 HM A2 60P-A16 10'x i' OR APPROVED EQUAL. GRILLE SHALL BE PUSH-UP 101 10'-O"x�'-O" - - - - 4 - - GRILL ROLL UP DOOR BY MANUFAG. MODEL GBP-A ALUMINUM. PROVIDE MILL FINISH ALUMINUM GURTAIN z (V-6) WITH GLEAR LEXAN GRILL IN5ERT5. STEEL SUPPORT TUBES, GLEAR ANODIZED BOTTOM BAR AND GUIDES. TWO POINT 0 LOCK/GYLINDER LOCKOUT WITH THUMB TURN INSIDE. 5/8" GYPSUM WALLBOARD HAL GYPSUM WALLBOARD GORRU6ATED 3 5/8" 25 BA. R-11 BATT INSULATION METAL SIDING 3 5/8" 25 GA. METAL STUD METAL STUD FRAMING @ FRAMING @ 24" O.G. PRE-ENGINEERED 24" O.G. Z 3 5/8" 25 GA. METAL STUD GORRU6ATED METAL SIDING FRAMING @ 24" U.G. METAL BUILDING METAL STUD n/ DOOR TYPE PRE-ENGINEERED METAL WALL GIRT Iry 5/8" GYPSUM BOARD EA. CHANNEL HEAD BOX HEADER.DL r 51DE OF METAL STUDS METAL SIDING HEAD TRIM O � Q TEMPERED v PRE-ENGINEERED IL Q -, to-I'-2 I/4" _ _ DETAIL BUILDING N 0 GLASS CAULK EA. SIDE .� � - _ _ _ ___ _ 3'-O" 6'-O° 3'-O" i 3'-O" 3'-O" 3 -O 6�_ p 3'-O" 3'-O" 3'-O" 3'-O" TOOLED SEALANT = ROUGH OPENING CHANNEL J — \ UJ IL CORRUGATED O L \ METAL J BEAD HOLLOW METAL FRAME TOOLED SEALANT TOOL SEALANT METAL TRIM 0 W p // // METAL DOOR AND FRAME SEE I10'-0" FINISH ._ (� _ _ _ _ _ � � � 1 O �� DOOR 5GHEDULE Z u- S.C. S.G. �� /// ,'/// // ` // / WOOD `� O ,' WOOD \ ' _ METAI`� _ ,' METAL `� I `� I FLOOR OPENING W O ' O DOOR ` O ' DOOR `. O FIX DR FIX DR O 6Ow"m DOOR HEAD 4 DOOR H Z 6 Q i-1 METAL "TRIM VCOIL-UP _ _ BEYOND Q A-9 5GALE: 1 1/2 = I -0 A-9 SCALE: 1 1/2 - I -0 DOOR HOOD METAL CHANNEL 5/8" GYPSUM BOARD EA. SIDE OF 3 5/F�" 25 GA. METAL JAM BEYOND / METAL COIL -UP �---- ' ' STUD FRAMING © 24" U.G. DOOR TRACK TEMPERED AUTOMATIC SLIDING DOOR DOUBLE JAMB STUDS BEYOND pp�� '� p A TEMPERED 2 f7V�UP H� GLASS GLASS _ 6'-O" � CAULK EA. SIDE TOOLED SEALANT CORRUGATED METAL A-9 5GALE: 1 1/2" - 1'-0" Lu DOOR TYPE SIDING - /' �5.c. WOOD � HOLLOW METAL FRAME 3/8" 5/8" FRAME TYPE �-�- �--------" -- �I 7/8" PIPE BOLLARD SEE �/ A9 WIRE DRYWALL JAMB ANCHOR f �METAL SIDING TRIM DETAIL 2/A4 � r _ , 10 -oil , // m / � � GLASS / m _ - TOOLED SEALANT \\ �/ -� %/ /�' 7 ® METAL DOOR AND CORRUGATED METAL `112I ,' _ ® FRAME 51DIN6 �f- A-9 5GALE: 1 1/2 - I U METAL SIDING TRIM 3 A-9 �� /' TOOLED SEALANT 6 4 e a ROLL UP / if `� METAL WALL GIRT A-9 A-9 DOORIle - 3'-4"-O" ALUMINUM THRESHOLD PRE-E G EERED META .. -� TOOLED EDGE SCHEDULE GHANNEL JAMB METAL CHANNEL JAMB - - / 5.G. 1000D 5 L EXISTING METAL WALL GIR"r WIRE CONCRETE SLAB GOIL-UP DOOR TRACK d" I- O VINYL SWEEP rL LL _ 5/8" GYPSUM WALL y 5 GLASS SLOPE AWAY X SEE FINISH BOARD ,tea Q m A-9 A-9 ' ` FROM BLDG. GOIL-UP DOOR -1 z r' // // " , N Q SCHEDULE N Q M q-g - 100 -0-=�rf�� 3 5/8" 25 GA. METAL STUD �. � j- cv cv cN cil - :°4 -- FRAMING 24" O.G. L0 I- ED i] \ r- ASSUMED FINISH - U W FLOOR - - - - TOOLED 5EALAN"r O W U Ili J L1J Lu I__ 5 EXPANSION JOINT Na ° ° _ METAL J-BEAD ~ O Q W W ° .. r A-9 SCALE: 1 1/2 - I -O Q u OC = Z it Q U U7 5/a" GYPSUM WALL BOARD C 8 „ _ AOL 3 UP %� JMB 9 Al 42 E32 �� -9 5GALE: I I/1 - I -O A-9 5GALE: 1 1/2" = I'-O" TOILET ACCESSORY SCHEDULE MARK DESCRIPTION q MOUNTIN-3 HT. MANUFACTURER 4 MODEL • ❑ TOILET PAPER HOLDER SURFACE MOUNTED (19" A.F.FJ BOBRICK #B-685 OR APPROVED EQUAL 0 GRAB BAR SURFACE MOUNTED (36" A.F.F.) BZEBAS INDICATED ONDRPUAINGS ROVED EQUAL I] SOAP DISPENSER WALL MOUNTED - VERIFY BOBRICK 05-2112 OR APPROVED EQUAL ❑4 PAPER TOWEL D15. SURFACE MOUNTED BOBRICK 05-202 OR APPROVED EQUAL 0 FRAMED MIRROR WALL MOUNTED - (42' AFF.) � BELEVRICKATION2FOR SIZE APPROVED EQUAL ] SHOWER CURTAIN ROD WALL MOUNTED - VERIFY BOBRICK 05-604-1 OR APPROVED EQUAL ❑ URINAL SCREEN WALL HUNG - 12", AFF. F305RICK #I045 OR APPROVED EQUAL 4' BACKS DRAWER BACK 1/4' MA50NITE SHELF 5/S' PARTICLE IE MIRROf PAPER p15PEi` a SOAP DISPEL` WATER EPDXY ON WAI TO 4'-c FINISH 4' VINI BASE b ENLARGE REFR00M PLAN 42" 1 12" '�-GRAB BAR '� 5611 GRAB BAR 30" MIN �- SINK ..( 36" MAX. a � m 1818 w w p W.C. g m W.C. m N - I a.- � F- SIDE VIEW FRONT VIEW FRONT VIEW ELEVATION DIMENSION FOR A.D.A. o H.C. RESTROOM SCALE: 1/2' = I'-0' EVATION DIMENSION FOR A.D.A. - H.C. RE5-rROOM NOTES, 1 PROVIDE BACK BLOCKING5 ALL HAND CRAB BARS AND RE5TROOM ACCESSORIES 2 ALL RESTROOM PLUMBING FIXTURE AND ACCESSORIES SHALL BE INSTALL AND SHALL BE MOUNTED AT HEIGHTS IN CONFORMANCE WITH ADA AND FLORIDA HANDICAPPED CODES. 3 CONTRACTOR SHALL PROVIDE AND INSTALL MIP-RANGE COST SIGNAGE FOR ALL RE5TROOM5 AND HANDICAPPED RE5TROOM5 PER CODE. CONTRACTOR WILL BE RESPONSIBLE FOR MOUNTING SIGNS AT HEIGHT THAT COMPLIES WITH APPLICABLE CODE. 4 WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR AT RE5TROOM WALL SS. BAR SINK - ELKAY CR - 1121 AND NECESSARY FITTINGS OR EQUAL IF SHOWN ON TENANT DRAWINGS. P. LAM ON 3/4' PART. BD. BACK SIDE SPLASHES AND COUNTER TOP P. LAM. AS SELECTED BY TENANT. NOTE: ALL INTERIOR FACES OF CABINET TO RECEIVE VINYL OVERLAY ON 5/S' PARTICLE BOARD - NEUTRAL 'OFF WHITE ' COLOR P. LAM. ON 3/4' PART. BD. DOORS AND DRAWER FRONTS - FALSE FRONT AT SINK IF USED - P. LAM. 15 SELECTED BY TENANT. 4' VINYL BASE AND FLOOR FINISH PER FINISH NOTES 3 COUNTER SECTION DET",4L 7 REFROOM ELEV. 4 DETA L A-10 SCALE:3/S' = I'-0' CONTROL AREA GYP. BD. PLASTIC LAMINATED ON 3/4' PLYWOOD (ALL EXPOSED SIDES) LAVATORY m 3' X 3' X 1/4' STL. ANGLE BOLT TO O NAILERS 24' O.C. N { 2 X 4 NAILERS BACK, FRONT 4 SIDES 4 LAV. SECTION DETA A-10 5CALE:30 = 1'-0' HIGH PRESSURE PLASTIC LAMINATED PANEL 4 DOOR 36' GRAB BAR O 42' GRAB BAR 0 TOILET PAPER HOLDER 0 4' VINYL BASE vGriH N.C. LAVATORY MOUNTING SCALE: 1/2' = I'-0' LO - HI N.C. D.P. A-IO 6CALE:3/6' = 1'-0' WATER PROOF EPDXY PAINT 01 WALL UP TO 4'-� FROM FINISH FL C WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FINISH FLOOR TAI 42' GRAB BAR SOAP DISPENSEf TOILET PAPER HOLDER 4' VINYL BASE 2 RE5TROOM ELEV. A-IO SCALE:3/&' = I'-0' HIGH PRESSURE PLASTIC LAMINATED PANEL 4 DOOR 36' GRAB BAR O a 42' GRAB BAR ❑z TOILET PAPER HOLDER ❑i 4' VINYL BASE RE F ROOM ELEV. p-10 SCALE:3/5' = 1'-0' 02 I I : IV _--------� i II i IF I I 11 lJ w� WE LJ a RESTROOM ELEV. 4 DET-AID. A-IO 6CALE:3/S' = 1'-0' � N m MAX. 24 MAX. EQUIPMENT PERMITTED IN SHADED AREA la) (b) SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE SIDE VIEW PLAN VIEW II N.C. DRWING FOUNTAIN MOUNTING [DETAIL �-10 5CALE: 1/2' = 1'-0' l'-2 5/4" WATER PROOF EPDXY PAINT ON WALL UP TO 4'-0' FROM FIN15H FLOOR HIGH PRESSURE PLASTIC LAMINATED PANED DOOR 36' GRAB BAR 2] 42' GRAB BAR TOILET PAPER HOLDER W.C. 4' VINYL BASE 4211 I�sTiiJ Cal C 4+ .,-1 N � bk v� U1 00 bk I�1 V Lo w a Q z 0 Q z ry Q O C) L o LL ' :U v zu OTC 1 Q N Q U) V / ul ry O LL IL D �o� m 0 D U m z W v- ll LU O oc Q 0[ L1-I -T W = 0- Q O U) A10 SCALE: 1/2' = 1'-0' WALL .9 w Q O m 4" BAGKSPLASH BAGK 1/4" MA50N TE SHELF 5/8" PARTIGLE BD. .5 TOP, BOTTOM, AND BACK OF GABINET TO BE 5/4" HAFER BOARD OR 5/5" PARTIGLE BOARD P. LAM. COVERED 5/4" PART BD. GABINET FRONTS 4 DOORS P. LAM AS 5ELEGTED BY TENANT. GABINET HARDWARE: -WIRE PULLS : STANLEY #44b4 SATIN ALUM. FINISH -HINGES : BLUM GLIP 110 PROVIDE BLOGKING FOR GABINET ANGHORA6E AS REGU I RED. 5/4" HAFER BOARD OR 5/8" PART. BD. SHELF - FIXED TOP, BOT TOM, AND BAGK OF GABINE-F TO BE 5/4" HAFER BOARD OR 5/8" PARTIGLE BOARD NOTE: ALL INTERIOR FAGES OF GABINET TO RECEIVE VINYL OVERLIz�/QNI5/8" PARTIGLE P. LAM ON 5/4" PART. BD. BACK SIDE SPLASHES AND GOUNTER TOP P. LAM. AS 5ELEGTED BY TENANT. P. LAM. ON 5/4" PART. BD. DOORS AND DRAWER FRONTS - FALSE FRONT AT SINK IF USED - P. LAM. IS 5ELEGTED BY TENANT. 4" VINYL BASE I CAE3INET SECTION 4 [DETAIL A'll SCALE: 1' = 1'-0' :10:)LOCKERS ELEVATION A -II SCALE: 1/2' = 1'-0' MIRROR HIGH PRESSURE PLASTIC LAMINATEI PANEL 4 DOOR 36" GRAB BAR 42" GRAB BAR TOILET PAPER HOLDER I I 4" VINYL EASE MIRROR PAPER TG pISPENSFf PLASTIC LAMINATE COUNTER 4' VINYL EASE `9 N -n l� 4" BAGKSPLASH ----BAGK 1/4" MA50NITE SHELF 5/8" PARTIGLE BD. ,3 WALL PROVIDE BLOGKING FOR GABINET ANGHORA6E AS REQUIRED. P. LAM. GOVERED 3/4" PART BD. GABINET FRONTS 4 DOORS P. LAM A5 5ELEGTED BY TENANT. GABINET HARDWARE: WIRE PULLS STANLEY #44154 SATIN ALUM. FIN15H -HINCE5 : BLUM5LIP 110 5/4 HAFERBOARD OR / PART. BD. SHELF - FIXED TOP, BOTTOM, AND BAGK OF GABINET TO BE 3/4" HAFERBOARD OR 5/8" PARTIGLE BOARD NOTE: ALL INTERIOR FAGES OF GABINET TO RECEIVE VINYL OVERLAY ON 5/8" PARTIGLE BOARD 55. BAR SINK - ELKAY GR - 1121 AND NEGE55ARY FITTINGS OR EQUAL IF SHOWN ON TENANT DRAHING5. P. LAM ON 5/4" PART. BD. BAGK 51DE 5PLA5HE5 AND COUNTER TOP P. LAM. AS 5ELEGTED BY TENANT. P. LAM. ON 3/4" PART. BD. DOORS AND DRAWER FRONTS - FALSE FRONT AT SINK IF USED - P. LAM. 15 5ELEGTED BY TENANT. 1/2" GYP.BD ON 5/4" MTL. . FURRING STRIPS @ 18" O.G. 4" VINYL BASE AND FLOOR FINISH PER F I N15H NOTES 2 CAE3INET SPCTION 4 [DETAIL A -II SCALE: I, _ 1'-0' 9 LAY. SECTION DETAIL A -II SCALE 12' = 1'-0' MEN 3I-oil 3I_o,l 02 \T I I \\ I O A II \ L--------'� F-.; 'u, IU.G. W.C. II LAV. SECTION DETAIL A -II SCALE: 1/2' = 1'-0' NOTE SEE RESTROOM SCHEDULE AND DETAILS ON SHEET A10 -- URINAL SCREEN 116" 36" MAX., / O - m // Q / I 1/21l MAX 23" MAX 12 SPCWER DETAIL(H.C.) A -II SCALE.- 12' = I'-m' V 2 I C A-11 A -II HALL GABINET`; SINK �jna1 ►asp" �-- \ \ I I /i r \ \ I I \ \ I I / / \ \ I I / i COUNTEF PLASTIC LAMINATE COUNTER TOP Q BACK REF. I I r _ FBACK SPLASH —� -! 6PLAS1 1 O'-4" BASE GABI NETS J CAE3INET ELEVATION (RM.1 151) SCALE: 3/0' = 1'-0' 5 REPRESHMENT AREA COUNTER A-11 SCALE : 3/8' = 1'-0' 2 A -I I HALL GABINETS PLASTIC —� LAMINATE COUNTER TOP �\ 12'-6" O en 41 4" BAGKSPLASH _ 24" BASE GABINETS J a CAE3INET ELEV. 4 SECTION LOUNGE 131 A-I1 SCALE: 12' = 1'-0' PREFAB. F I BERG LAS SHOWER GONTROL AREA m d) CONTROL WALL Q BAGK WALL SEAT WALL �Q C 5HOWER ELEVATIONS 4 I)FAILS N.C.) SCALE : 12' = 1'-0' 4 COUNTER ELEVATION (RM.' 115) A -II SCALE: 3/S' _ I'-0' CONFERENCE ROOM 32 41 1 EEO - SINK F -- 6 COUNTER LAYOUT Fire D�p�. A -II SCALE: I/4' = I'-m' F�na1 ►nsP �/% _� 5 T REFRESHMENTS ` G rJ s 102 51�N,-K 6,_O�� 7 3'-O" A -I T - — � 7711� n � cV INUM -oil oL ocKER 55 I 5'-4° WOMEN 54 BEN H to BY LYON OR � � APPROVED 6 EQUAL BENCH 13 A-1 SHELF 5/8" PARTIGLE BD. -------------- 3'-O" 3'-O" 3'-O" ' O" , 3'-O" - -(-I ii �1. i i Q A-1 o m FQ F i 12 A u s' _j A �-� i m N.C. 11 O a 3'-O" � 3'-O" 3'-O" �n 7'-111 1 1 MEN A -I LOCKER ------------- � B1FNCH 13 YON OR U A u ROVED 6 A -II AL 3ENCN I -II t A-4 52 O =r LOCK ALUM LOG ALUM LOCK LOG BY L APP EQU ENLARC,E RESTROOM PLAN A -II 5CALE:1/4' : 1'-0' � C�- eYT) cqcxD C� C A 0 cz v� bC cc v) U1 0�0 bt -4-:1 0 C) Q LO w CrJ 'Q; O ci 0 Q z 1 V LL W Qo O co O 0- z _j W z 0 -1 ' LL OLu cy Lu z 0 0 Z a V / 11 � 1 V N IL m ILL i o 1— W m Z � 0 LI1 U W O ot n Q 0 LLI U W c= All WINDOW SCHEDULE SIZE TYPE MATERIAL REMARKS A 5'-O' X 5'-0" FIXED ALUM. TEMPERED GLA55 B 6'-6' X 5'-0" FIXED ALUM. TEMPERED 6LA55 G 10'-O' X 5'-0" FIXED ALUM. TEMPERED 6LA55 D 20'-0' X 7'-O" FIXED ALUM. TEMPERED GLA55 E 4'-0" X 3'-6" SLIDING ALUM. CLEAR 5LA55 F 6-0" X 3'-6" 5LIDIN6 ALUM. CLEAR GLA55 G 5'-0' X 4'-0" SLIDING ALUM. GLEAR GLA55 H 6'-O' X 4'-0" FIXED ALUM. GLEAR 6LA55 I 8'-O' X 4'-0" FIXED ALUM. GLEAR CLASS J 2'-311' X 4'-6" FIXED ALUM. WIRE 6LA55/ 45 MIN. RATE 0 0 4'-O" 6'-6" EQUAL EQUAL 0 N 1 5� fpfN WINDOW DEfiAIL. 4 SECTION A-12 SCALE 3/8" = 1'-0" EQUAL EQUAL Q 5'-O" ■ 6'-o" 0 0 0 0 5 IJINDOW TYPES 4 SCHEDULE A-12 SCALE 3/8" = 1'-0" �T� Cry 9 i , o-o„ -� i i 5'-0° 5'-011 I r CARPET FINISHED 4'-10" 4'-01 I FLOORING ON STAGE 4 STAIR \3`� _ So ,4 '-O" 4'-10' U I m � SEE DETAIL ON 51-IEE r 2/A5 �ENLARC;ED S'rACcE FLAN IN RM.1I0I CARPET FINISHED FLOORING ON STAGE d STAIR 3/4' THICK PLYWOOD OVER METAL JOISTS (SEE 5TRUC. DLZ.) C STEEL CHANNEL I -A I-B A-12 A-12 SLIDING WINDOW W/CLEAR GLASS 5/4" PLYWOOD GOUNTERTOP W/ PLAS. LAM. TOP 2X4 WOOD BLOGKING 20'-0" 2 GRILLE ROLLUP DOOR ELEV. A-12 SCALE: 3/8" = 1'-0" _I EQUAL � EQUAL _,' EQUAL � EQUAL I STAGE SECT ION EQUAL EQUAL )SITE; SIDE MOTOR GLEARANGE- 18"Ab" MOTOR WHEN P051TIONED 15 6" HIGHER OR LOWER TO SUIT FIELD CONDITION SECTION 3 C;RILLE ROL.LUP DOOR SECTION A-12 SCALE = 3/8" = 1'-0" 25 GA. MTL -\ STUDS (TYP.) SUPPORT FORS 0 e OVERHEAD 1/2" 6YP5UM GRILLE BY WALLBOARD DOOR - MANUFAGTURE o GATE O 0 0 a � CD cq IF THERE 15 LESS THAN 5" (D CQ 00 BETWEEN THE FIN. GL(5. HT. "H" 4m) AND BOTTOM OF ENDPLATE, THE REQUIRED ENDPLATE SIZE WILL INGREA5E TO THE NEXT 1-II6HER SIZE. ® O �C TUBE MOUNTED IM c 5"x5" TUBEScl) , c0 MOUNTING DETAIL: bA -0 �- a 9 d' LO +-) , OVERHEAD C;RIL.L E DOOR DETAILS a SCALE: 3/4" = 1'-0" 00 � a 15 -12" 2'-5 5.C. IUOoD IUIRE IUIFRF IUIRE \ IUIRE GLA66 CLASS GLA5e� GLA55 m in 21 ° I�\ , n I2-111 � in 0 Ire, F7ria1 Irispo DI � ate-"-. - . iG (2,1- VAT I ON �)12 DOOR (15) 4 WIINDOW � J) ELEV. SCALE 1/4" = 1'-0" Q z 0 �z LL W �-- 0 aQ o 0- 0z zU 0 z o W y zO � LL m z I-- Q LJ J r[ Q B J O cv O m � ll_. O L0 O F m m W o LU z � U W �I a°�zs o CL o U cr) I Al2 4 I� p Ij I I� I s F_ —1 I— II I - g 4 5 6 7 1 I i i S I I 9 11 10 11 12 13 14 1(2 I I � 1398'-im' I I �p .�1 q 1 1 L J 1 1 y.�1- 8.21 6 1'-2' 21'-a' i 1'-a' '- ' 231-W 25'4V 25'-:/ 25'-�/ 28'-:/ 26_ I IW I' , 6 1 L i la-ra t I 1 rr-a� m W-0 n'-�ko'�' r1'-�' 10'�' , rr-z' I I Ti 1��.1r. 1 4 ► I 3 - I I = II I II II-- - ---- - - ---- - --- - - - - - - - - - - - O -- - - ----- - __ -I UP -F7, T3A r_-r--- --�Wt2 4 4 F 74 Cill u1�4 1�1 1 3 3 3 3 3 3 �,,1 3 3 3 3 Ci1 3 3 3 3 3 3 1 I �. � ll I I I I 1 1 I I I II DOOR 1 CJ1 CJ1 1 11 j 1 I I I I I _ f F_ -1 I- -1 I -I -I I- -1 _ _ _ _ _ - -LE 1�5 �5 FBIr - C CJ1 CJ1 CA I SAD DOOM SHALL 5E SCIFIED ON ARCHITECTURAL DRAWMGS. I it 1 � I rAYWOUPAn PROVIDES � AND � � �It�l1/E � NEGATIVE 1 I 1 TYP. 4" CONC. SLA5 1E11F. W1 SMALL CAPA5LE OF WINS AND POS I 1 x 6 - Wl.4 x UJIA W.WP. ON 6 MIL. WIND MaSURES AS DETERMINED 13Y THE 2001 EDITION OF THE FLORIDA CJ1 VIS01.1EEN ON C.OMPACTEP Cil Cil IBUILPNG 0OVIE, CHAKER I&. PE8113N DOOR 1 SSURE SHAL M TESTED U I I I TREATEP FILL. TOIL ELEV. 0'-011 IFOR A TM PERIOD EQUALTO 30 SECONDS AT 53.3 P•Sr_. WND msww F (TYP.) UN.O.). SEE CIVIL SITE 1 PER SECTION 1101A3. THE TM FERIOD SHALL INCLUDE A 10 SECOND I UP4 PLAN FOR ACTUAL ELEVATION. PERIOD AT A LOAD EQUAL TO W-0 POP. SUPPLIER SHALL PROVIDE CERTIFICATION, INCLUDING TEST REPORTS, THAT THE DOORS COMPLY WITH 1 mo) 1'4V r-,o' CJ1 CA THE ABOVE. (TYPa _ _ _ _ f I - - I - - _ UF4 _ 1 �l I� -I _ _ I� -1 _ _ I� -1 I� -1 _ f� -I -Ljp� L L-,I F I F -I i * �- 1 I I I I CJ1 CJ1 II TYP. S" CONC. SLAG 11 . W/ 6 I— c - - - - - - - _ �3 x 6 - WIA x WIA W�JP. 1 3 - - ---_ ON 6 MIL. � 1 1 I I VISQUEEN ON COMPACTED CJ1 1 I CA TwATED FILL. TOP ELEV. ®1®/A11 I CUl I 1 I II (TYP.) (UN.O.) SEE CIVIL SITE PLAN FOR ACTUAL ELEVATION. �I I 1 I 1 - ' I T -1 U 4 FJ �-'J L 1 1 1 11 I CJ1 I CJ1 I 1 ' 1 CJ1 1S I I I I- -1 1I I-I-1 _ � II- I- -1 _ _ � - L_ � I O T-✓ T-�/ °� 1P6 CJ1 I I 1 16 GJi I CJ1 I 1 I I I 11 V DIA S. W. 'mv ► I ' A, 1 .�. ON 144' -SFlNC 1- L L J I I .,� I I Ci1 1 4 I F II I I CJ1 I I CJ1 11 1 - - - al _ -1 2 I- -1 _ (- -I I- -1 _ z -1 - - I- -1 _ - -1 _ —11 _ - C L I A 1 F 11 1 II I I 1 1 1 I I 11 I hTA�lpBr►t�_ 1 I I I I Ci I SE ARCH. b Dui L 1 �4 1— - � — - as I I I r 1 1 1 1 I I II II CJ1 I-I-1 I i I CIJ1 I I CJ1 L I I 3 3 3 3 3 -� 3 3 3 3 3 B 3 3 3 3 1 3 1 1 3 CJ1 I A I , I I CJ1 1 4 4 4 4 4 , 4 � il---- 1 J L - L_ _ _ L__ L_ _ __ �� L_ __ �L_ _ — L J 1 _ -_ _ - 1- - - — — 1- - - - _ �- _- - _ 1- - -_ _ - -1- - - - - - 4 - - — - — - ----- -- ---- -- -- - - -- ----- ------ . 6 I 3 1 11 I 1 1 4 I I T/ 1=n MZ . (-) V-4' '-4 p'-D' 1'-e' 6 6'-i0' �'-8' 6'- Il'-8' 11'-8' EACH *APAW 31'-0' IV4V n -21 �'-�' n1.2' 10'-�' IT-2' W-0 1'1'-Z' FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING STEEL: 15OTT. 5ARS UN.O REMAFW,.b F1 31-611X31-6' 11-8' (3) 05 13OTT. IBARS EA. WAY K 41-m'X4'-9P' 1'-S' (4) 05 180TT. BARS EA. WAY F3 41-6'X41-6' 11-8' (5) 05 15OTT. 13ARB EA. WAY 4 5'-O"XS'-O' 1' mS' (6) W.?IBOTT. f3ARS EA. WAY S'-6'X5'-6' 1'-8' (1) 45 15OTT. 5ARS EA. WAY 61-01X61-0' 11-8" (8) 05 15OTT. 5ARS EA. WAY F 1 i'-®'Xi'-O' 1'm8' (10) 03 15OTT. 5ARS EA. WAY Fs i'-6'X-11-6' 1' -S' (11) 05 FBOTT. 15ARS EA. WAY ii II II 4 I I I I I I I I FOUNEDATION f_n_1 I I LJ SEAL MKT ENGINES STRUCTURAL ENGINEERS 2265 LEE ROAD. SUITE 1 �r WINTER PARK, FL. 3278 j -TEL. (407) 628-855 NOTE. TOP OF ETCH. ELEV. (�,-O' UNDOKISHORE D. TOLIA FAX (407) 644-B516 PROFESSIONAL STATE UFENGINEER FLURIDA 092 MKT PROJ• NO. 04147 FOOTING SCHEDULE MARK am DEPTH REwmCIIVCx STEEL: EOTT. DARB UNDO. RE1~1ARKB ur-1 V-®' WxCONT. 1'-0' SEE SEC. 3/62 SEE SEC. 3/62 UJF2 1'®8' WxCONT. 11-8' (2) +5 CONT. LONSIT„ 04 • * TRANSV. MONO.1rTa Ur-3 3' -4' WxCONT. 1' -®' SEE SEC. 4/82 WHINING U 41-L F I'CC& UF4 1'-O' &C.ONT. I 1'-0' (2) 05 CONT. LONGIT. SEE SEC. 4/82 UPS 11-0' u)xcMT. 1 1'-4' (2) 65 CONT. LONGIT. MICK THIMM Rxf. ®L cq� ' A 0 w �C cdto 4-3 I I Q z O Q z UH a z a � ry c S LLI p 23 J I STEEL. COL 4 PAGE PLATE BY me-EWANEERW 1311 WA 61II° WER Gomm METAL PA4U 00 AIM P016 245GI Ni Voe- 6EE AFL MM r�oR MNW PETAIL6in I I /, f1YPJ 1 .1 DETAIL A (2) 40 0W. *,X*o Pm PI I•AYlMW OR Qt"-bid CIVIL PRAWN* MR 61 NFOOTM 0 I III —III —I 11=1 11=1 I I —I 11= I --OIL _J L I I=1 I I —I ­ :n am Fa WATION I°LlW 11=11 „III= I I 4b VORT. AW a 2'-6' ALLCMW6MIlPMJ 44e16'0r-. (4) 44 CON. _. I — SECT I ON WAX t %" ■ 11.01 !-2 wuum21 ,2, x x x x x 1=1 11=1 11=1 11=1 I mi 11=1 11=1 11=1 I iEi 11=1 T I: s � � APORBARRIER T�'F I CA4 - FLOOR CONSTRUCTION �) 4b Cyr. �4a6'0a COI. M / EAN PLATE - so I'Ii'L DLDG wm— Plm M-L- Wcow.. AFTER COI-Lm ERFG" m (U 4 tiYPJ x x P wvm 6' DEEP POIXET 3' L.AFrg R THAN SASE PLATE AL. ARaM. 9M Mt11 Nza 6HOP DIIS & (m PCCKET DEPTH V) WSW. JOW 1'IAIERIAI- x I I x I I I I I I1 =111=1 11=1 I &iNATE 3'CL DOLT6 W/4'TI#ADED FRO►ECT M W IVAL p "WA RM' 110" SM PRAIWA am POO" sCI*Mx SECTION 2 �— -----------� II Z. + I I I I L.4X" GAGE ter+ _ FUMN6 AT EAC14 OW W 3XPd4 GAGE )W-3' CLIP AT EACH W Iw Z a Tic aaM L3X3XI4 GAGE >W-3 W/ 2 R TEK WF49 6- N EA04 LEG ITYPJ METAL WALL PANEL an 6W GAGE tM 61W6 AT fi' OTWR Own" 0JCL WM 6' X ?O GACE R.AT FOR PETAIL 67RAP ERACNG AT 21-0 Of.. I ( v"tTriLLAYt�D At 4'-0' 0� tic baF= I I IIIIIP cm. 1p" uv m WTI PN6 AT V Oa x x x x, __ ITlll I��� -11-11 ;III- _III=1 I I=III-111= s lb c w. r-r &ECTION 5 scow 1 V ■ 1'-C' !°hA31= TO IN MACH WMAN 4 HOMI M 24 M OF POIJIR 11,bIs 1 � ° S UIF. V. x x x x x x =III III=III=III=III=III=III=III=III=III=III=III: s -I I— I I=1 I —I I —I I —I I —I 1=1 I —I 1=► 1=► T►=1► ►_ �, VAPOR SAPSM T,I'f= I CAL FLOOF CONTROL an FaWATION PLAN FOR MF. two rt OM DOOR At MW Z4' 44 NOW AT 2'-O' —I 24' 0A AT 0000 2 % CGN1 4ba21-0OA YELL? 13w TYR 05 GA4E LAPM Tm JOINT I1!'Np: �. 0 • METAL KKL PAMAI 15EYO O ". a MM. Y6-2) UK &M AT DOOR L 3x3xW-0 IM V DL4, XV 40 IRAPIP 61" • 2'-D' 0& Mr. a SM. 34 -2 OILY) 16'AM "ll 6116 i twu TO Is 11V4 Ob VW IW GRDI w 5" Two s >a, 0a lD1Atk4LL) Al 16 I )f ow. JOINT 11ATERlAa. 6' ahu WALL IY DRNE Ei m sEE �4 ® *1 Or.. TOP I III =111" —1 � �-1 REV. SM ARCK PM I I- W COX PLYWOOD OYER 6 NI6 G MTL.. J016TS-ATTACH f.YWOOID TO M l_ PECK- WN'D TEK a 6' O� MAX. TOP 4P 1�YW. ELEV. +21-4, 60=* i(mTs a *10/G. 6�16 GAGE 6TUP6 a 16' OAC. (AT EA 4 J0I6T) x x x x —_�� x TY� 6'x >i GA. r=ONT. Cw TRACK L V rn PIA WILTI — — - PINS AT V Off. 3' CLR WE F061�ATION raLA>'L� SECTION 6CALE 1 v - 1'�" S-2 MK FLOOR ELEY: Q1 /M 3- • !! x 3'-W' AT 2'-4" EA, STEP ItYPJ (1) • 4 `E/4. OTEP) TYP, 3- • D AT I:,4 6TEP 0"M-) r-0 Z'-V CM. FOOTNO 61� FOJWATWN FLAK T"'FICAL STEF FOOTING [DETAIL SCALE : '41".1'-0" 31 p, 5EECT I ON 3 �A 6CALE t %" - 10.01 - 2 5 - 2 1DETAIL 6C.ALE 3/4, - I'-®' TYr. 1 mnm m 00 VERT. 8APh • 2'-V =6 IMI'tiATCtt DOIIU a FTG. a AF 2'-87 C1) 0D TIC 1 SCRlEW GRADE =1 1 1- 11=1 11=1 11=1 11=1 I I I -1111111111�,111=III,,III_,_ J016T MiN i l x �-- 3. cm WI;4 3' a- SECTION -� SCALE 144" ■ 1'-&' �OP r "E T?tmrA BYtrIr1. 3- • b mrP) M'�.TiPLE OF 8" 61 i.f-6/, — — 1'-4' APART 04 CiYP I I i �- — —I i . 111- =J MAATC34 5W. POW. I- G� Q TO COORDNATE O ECK , � AND ELE W-AL CO ARI;=0 FOR LOCATION A OF FOOYM� STW6, F FOLIC W T�F I CAL 5TE F FTC- . FO}� FIFES ZA 11 11-®11 ShiAl� I' v cm wu f ' 1 - MINI ENGINEERS � STRUCTURAL ENGINEERS �2265 LEE ROAD. SUITE 123 � WINTER PARK, FL. 32789 MNTEL . (407) 628-8555 SHORE D. TOLIA FAx ( 407 644-6516 PWn8BI0N,U KNIGU x No. 180Bz STATE OF FLORIDA �T PROJ. No. 04147 Q i i i y r S—Z STRUCTURAL GFFNFFRA1 NDTP:S ff .: tom- - - ♦ r,.- - • .- _, ' _:=:• - _ _ _ _ - r id Z�VZ II = r •,.fit 0 Ali t Ilk TESTW-* CONCRETE TEBTMG FOR THIS PROACT SHALL BE PAID FOR W THE OWNER, AND SHALL CONSIST OF C41115WESSIVE TESTS MAVE 13Y THE TORY IN ACCORDANCE WITH ASTM C-31, ROLL.OW ASTM C31 AND MAKE A SET OF SiX (6) STANDARD CYLINDERS FOR EACH iM CI, YD& OR FOR EACH DAYS PO* EXCEEDING b OLL YP& TEST PER A61M C39 AS FOLLOWS= TWO (2) SPECIMENS TESTED AT SEVEN (1) DAYS, ONE (1) AT 14 DAYS. TWO (2) TESTED AT 24 DAYS, AND ONE (1) HELP IN RESERVE. 8LUMP TEST SHALL W MADE N ACCORDANCE WITH ASTM C-W3 FM EACH DAYS Pam, FOR EACH LOAD, OR AS DIRECTED I5Y ARCHITECT/ EWSNEER glii�w. em ALL WINFORCING, STEEL. SHALL DE NEW 15IL.LET STEEL CaF0RMM TO A.S r1t Ab>b 6O, ALL DETAILING AND ACCESOORIEB SHALL CCNFOW TO TYPICAL. DETAIL SHOWN N THE 'VMJAL OF STANDARD PRACTICE FOR DUAILINC: REINFORCED CONCWTE STRLICTUIWES ACi 315, LATEST EDITION". ALL CONTINUOUS YMICAL OR HORIZONTAL MARD N FOOTING6, FOUNDATIONS WALL8, SLA138 AND OTHER CONCRETE SHALL mE LAP -SPLICED, WHERE NECESSARY OR maRAmE,13Y WIRING TAR IN CONTACT: LENGTH OF ALL L-APB SMALL 13E 48-(B4R DIAMETERS OR 2'-8' MINIMUM; WHICHEVER 16 GREATER (EXCEPT AS NOTED ISY DRA NNGS). ALL BARS AT END OF CONTRIOUS FOOTINGS OR 15EAMS, SHALL LSE CONiTKIOU8 TO PAR SIDES OF INTERSECTM ELEMENTS. 7:AT14 FLOOR: rmysTwrwm OF GROUT USREP iN CONCRETE R LOCKS SHALL HAW A MNIIv Wi SS" STRENGTH OF 3000 P8i • 28 DAY& GROUT SLLMP SHALL of 8'. GROUT MAY 8E POURED OR PLMFW N LIFTS NOT TO EXCEE 61-D'. ALL CELLS CONTAINING REWORCMG STEEL WILL OE FILED WiN CONCRETE GROUT. CONTINUOUS INSPECTION IS RE-WIFeO FOR ALL MASONRY WAI..L C1"TF1J IOR PROVIDE CLEAN OUT OPENiNG6 AT BoT. OF EACH CELLS FOR INSPECTION AS NOTED ABOVE. 1 FABRICATION AND ERECTION OF STRJCTURAL STEEL SHALL BE iN ACCORDANCE WITH A.I.&C. 'SPECIFICATIONS FOR DOOR PABRICATION AND ERECTION OF STRUCTURAL STEEL FOR IBUILDING', LATEST EDITION. ALL STRUCTURAL STEEL SHALL MEET THE REQUIREM W6 OF A&T)t A-36, EXCEPT STRJCTURAL STEEL TUBE SHAPES SHALL MEET THE IMMIREM04TS OF ArST.M. Ab00, GRAVE O: ALL STEEL PIPE SHALL MEET THE REQUIPSMENTO OF A6TM Ab3 E OR 8, GRADE M ALL DOLTS SHALL MEET THE REQUIR191ENT8 OF A8 T1" 1. A325. INXTS SHALL DE 3/4' DIAMETER EXCEPT U-M SHOWN OTHERWISE. ALL WELDED CONNECTIONS SHALL 13E DESIGNED TO DE RIL.LY EQUIVALENT N STRENGTH TO SOI-TED CONNECTIONS FOR THE SAME 61ZE BEAM. ALL WEL06 FOR COL Lt N CAP AND SASE PLATES SHALL BE CONTiNUOUS 1/4' PiLLET UELD8, LNLE86 SHOWN SSE. ALL 1161,DMG SHALL BE DONE 13Y CERTIFIED WELDERS iN ACCORDANCE WITH AWS 'CODE FOR ARC AND GAS WELDING iN BUILDING CONSTRUCTION', LATEST EDITION. USE E10-XX ELECTRODES FOR ALL WELDING. PROVIDE STRICTURAL STEEL LINTELS, SHELF ANGLES, AND ALL arWR ROLLED SHAPES, IF ANY, %KXN ON ARCHITECTURAL DRAWMaS. PROVIDE FRAMING: i" ERS AND CONNECTIONS N ACCORDANCE WITH THE AISI SPECIFICATIONS MR THE DOW OF COLD -FOLD STEEL. STMCTURAL MMVERB, LATEST EDITION. USE LNIMAST CORD!'? GY"JI COMPANY FRAMES, BRACING AND CONNECTIONS, OR AS APPROVED EGxJAL. STEEL 8=8 SHALL BE PER DESIGN CRITERIA AS NOTED WM% GALV G-60 ASTM Ab2b, MINIMILM YIELD STRESS TO OE 500M PSI FOR 14 AND 16 GAaE, AND 330M PSI FOR 18 AND 20 GAGE TRACKS, #BRACMG AND ALL OTHER CCMPONENT6 TO BE 33"0 PSi. ISRACiNG Dl CONSTRUCTION PROVIDE 1 tV COLD ROLLED CHANNELS OR HORIZONTAL STRAP (BRACING FOR WALLS IMMEDIATELY AFTER STUDS ARE ERECTED. TRIPLE SPAN RIGID FRAME BUILDING 16 TO BE DESIGNED AND MAN.PACTURED OY METAL OUIL OW3 SUPPLIER SEE ARCHITECTURAL AND STF= URAL DRAWINGS FOR COLD hI DAY SPACES, SAVE HEIGHT, ROOF PANELS GIRTS AND RELATED ACCESSORIES. 8lIBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS SIGNED AND SEALED DY FLORIDA REGISTERED ENGINEER FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. SHOW ALL FOUNDATION REACTIONS ON PLANS. THIS MUST BE AT APPROPRIATE TiME 80 THAT FOUNDATION WORK 16 NOT DELAYED. FOLLOW FLDRIOA BUILDING CODE FOR LOAD REGUIREMENTS AND FOLLOW MZM.A'S 'REDESIGN PRACTICE MAM AL.' IN ADDITION TO STRENGTH REGXUiR aIENTS, G"MCEA81LITY CONDITIONS (DEFLECTION W-WIi NTS) AS SPECIFIED ISY FLORIDA BUILDING CODE SHALL ALSO BE SATISFIED. ALL WIND LOADS SHALL FEE RESISTED 15Y METAL ISIJIL PNS FRAME METAL EN DO SUPPLIER TO PROIVIDE FOR AIR HANDLER ECLIIPMENT HUNG FROM ROOF. ALSO PROVIDE PRAMNG FOR ALL OPENINGS THRU ROOF WHICH ARE LARGER THAN 12'xi2' ALL STRUCTURAL COMPONENTS SHALL MEET M804 CRITERIA SET FORTH IN POC CHAPTER 16. ALL DOORS, WINDOWS, 1 GLAZNG FRAMING~ SHALL DE AS TO WITHSTAND WIND PRESSURE FOR COMPONENTS AND CLADDING PER FOC CODE CHAPTER 16. SEE ARCH. PtM. FOR 81ZES AND LOCATIONS. SEE TYPICAL. PREMIRES MELOW 2E81GN LOADS s LiVE LOAVs ROOFS 292 PSF COLLATERAL,. DEAD LOAD A-PBF WIND LOADS VELOCITY 125 MPH (3 SECOND GUST) EXPO 13 I3UILOMC, CATEGORY TYPE 2 IMPORTANCE FACTOR: LPG INTERNAL. PRESSURE COf fPICIENTs Ib ZONE 4: 4$Z, -2'1b ZONE bs 45Z0-31A END Z" 18 IV-0' WiDE ALL OPENING6 WITHIN ENO ZONE WILL 15E DESIGNED FOR ZONE b P5E88URES. TYPICAL. INTERIOR OPENW56 ARE N ZONE 4. &TAC-4E FLOOfP-, F: IN� METAL PANEL WAI-L 3' cL.R METAL PANEL WA" SEE PLAN FOR, SLAB T141C1-66 eECTiON i SCALE s W , 1'-01 S-3 I'-8' ANCHOR DOLTS - (WE METAL DLSG. 6wove OIJ" FOR DOLT 61ZES) SECTION 2 6CAM 1 %" s 1'-0 " .S-'3 WALE: 1/8" s 1'-0" 3 iD FN. I:I.00R PJ.EY. Tyr. (2) Obx3'-9' MARS 21„b° (TYP. A EA STEP) 11'-3" PIK FLOOR --- ----—_�__�._ (2)9�oARb(TYP.) FrG: r4 (1) ob CONT. (TIM) SEE FTC. 804EDULE MR P91w. (TYPJ � 5.`E C T I O�iN 8CA3 W f 4" ■ 1'" 1'-®' Tyle. Z'-01 TYP. SEAL r SHORE D. TOLIA PROFEMONa SNOINEM No. 18092 STATE OF FLORIDA i "a wm MIST ENGINEERS STRUCTURAL ENGINEERS 2266 LEE ROAD. SUITE 123 WINTER PARK, FL. 32789 TEL. (407) 628-8555 FAX (407) 644-6516 MKT PROS. No. 04147 N N ca CD m a� CD ao V� ab as �- 0a ® o m � � S-3 0 0 o ITF 0 -- HN.A.C. LEGEND SUPPLY DIFFUSER RETURN AIR GRILLE zEXHAUST AIR GRILLE �/x RIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES MANUAL SPLITTER DAMPER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER S< DUCT MOUNTED SMOKE DETECTOR O THERMOSTAT FD >— FIRE DAMPER - CD- CONDENSATE DRAIN LINE Uc DOOR UNDERCUT LVOLUME DAMPER AIR DISTRIBUTION DEVICE: NECK SIZE -10-CD--.—CLG. DIFF. AIR QUANTITY-300CFM 0 I 0 rt MECHANICAL FLOOD PLAN e\ SCALE: 1 /8"=1'-0" I I I r 14" O �I i A T L I N El nll 14"O-RD 700CFM A Cn - I O > Lu cy v;. - 01 CD r AM_ rROOM O d'I � c 250gFM O Q COr2rR. 10"0-CD I c� 10"O-CD y 250CFM 300CFM I _ 10X12 14X12 20X12 10"�-CD ST ATION6 250CFM ®� 12X22-nRG 10" 10-CD 22X12 -CD 1000C M ' D 10"O-CD 8"O-CD 250 FM 200CFM 300CFM ' i>pj CO RTU-5 22 0 24X12 ' U) 60 20X12 26X1 26X12 I 30X12 4(8 ® �4.cI o C) -' EXH. DUCT TO ROOF CAP to 10 8 -CID 8"p 8'0-CD 300CFM 46X22-R 20 CFM 200CFM D II 50CFM 50CF ;D T 2500CFM 30X14 �TO r 30X14 4"���D 4 0 1. 4"�-E. A_R) E STAr E 50CF�M E 1- 5oCF I 14X14-RG 22X46-RG 400CFM 2600CFM T-YP-O 2 30X6-DL 30 6-DL 30X6-DL 30X6-DL 600CFM ? 60 CFM 1600CFM 1600CFM f 16"0 20"0 24"0 26"0 28"0 I _ _ PI 600CFM L1 60X- 0 600CFM L 1 U Tj 600CF Ivy j r TU-6 // 1� a=�6�u BASKETBALL G11-1 I I ' ALL EXPOSED DUC WORK SHALL BE p Q DOUBLE WALL INSULATED METAL DUCT Z RTU-7 30X6-M L 1 60 M 1600CFM L f 6006C-M�-�— ' I--- i 20"� 24'4� 26"� 28"0 ® z 30X6-DL 30X6-DL 3OX6-DL 30X6-DLry 600CEM 6 0CEM-1 — 6-00-CEM _l — 600CEhL 28 0 ' 0Lu LL 0 22X46-RC ' d 7 R 2600CFM O z FUTUR= BL7_Ar_-IER5 TYP. OF 2 I Y O !� O W v Q L w 22X22� Q 1200CF' I-- 8"O-CD 8"h-CD 8"O-CD TYP. OF 2 215CFM 215CFM 215CFM ' 8"O-CD �-- 215CFM 30 4 I RTU-11 10X10 12X12 18X12 14 ' I F01'Eiz-Xcr2GI�E OPrN �/ 8T01�Ar 18X12 I 8"O-CD 8"0-CD 8"O-CD 8"0-CD 8-=-CD 215CFM 215CFM 215CFM 215GF I-Ll 150CFM I z �&l 0 10X10 12X10 14X12 18X12Ro/ Re/ \UE =� I 8"b-CD 8"b—CD 8"O-CD 8"O-CD c� Q p LL 215CFM �15CFM 215CFM 215CFM I O Q z O T - - I — — i — �= O U >- O m 60X78 INTAKE tI `c) ~ _m — AIR WALL LOUVER O W � V B.O.L AT 8"AFF - W O Q L�J Lu W Q OC OC = Z oa_aUcn �J U EXIT 2.> (3) ENTrRANCE �I r- ---I F F 14�D I I 14 0-RD 620CF L 620CFM 14" 0 16"o 7] CNEGK.-OI,IT 14"O-RD 14"O-RD 620CFM 620CFM 1 14"0 16"0 14"O-RD 700CFM 14" � 14" LINE ffiffi� os 14" 14"O-RD 700CFM 10"o-CD 4"O-CD i 250CFM 50CFM (� n 250C 14"O-RD 700CFM 18"0 /�. 20"0 U U 0 U 5 !o �j LLI I r U� �� 22X12 18 Imo' 14X12 1OX12 8X10 r I ' c>lF=cK- IN FXPR�55 16X16-RG 8"�-CD 8 GORRI�Oi� 50CFM LEGEND GI -IF=- 600CFM 150CFM H•V•�•C• REGI5TRATION I18"0 8"O-CD 200CFM 18 0 8"O-CD SUPPLY DIFFUSER 14"rb-RD OOCFMD+/ oi y 620OFM 7810-CD(T---200CFM 14"b-RD 620CFM „(A- c. - 4"O—CD 8"0 EXH. D 50G�jlytUP Tf R00 *EF-1 CT CA 4' =C OCFM EF-1 4"O-ED- 'O-ED "'CID- 50 FC50 M _ 50CF I - -15OCF OU r= 4"0 F QED 8"O-CD 50C� EF-1 200CFM Nsi,.4� 1 4' 0 r L 50 -' EF-1 d� �TOz. 41)0—C 8"O—CD 50CFM 200CFM 6X12 H.C. LI Q-' O�FM 12X12-RGj� 250CFM L_ 10"O-TG CD 8"b-CD 200CFM FM 200CFM 22X22-RG � „ 10 —CD 11000 FM M CHAN I GAL FLOOD PLAN SCALE:1 /8"=1'-0" 12X12-RC 12X12-R 12X12-RG 12X -RG 12X12-RG 300CFM 300CFM 300CFM 300 FM OFFICE 150CFM 16X10 14X8 12X6 CART OFFICE V 51—{I�PI r "O—CD STOR^r E 10"G-CD 20X12 10"O-CD 10"O-CD E71jO"O-CD 150CFM 300CFM 300CFM 300CFM 300CFM C0UN5EL INr 12X12-RG 200CFM 18"o 32"0 46X22-RC 3000CFM 3 � 7 16"0 8"O-CD 200CFM 2E 12 4y12X6 F260 OFFICE 20"0 14"O-RD 620CFM 18"0 46X22-RG 3000CFM RTU-1 ` 24"0 ETU-2 ;- -I 46X_ 2 T 32 22"0 10_000 32 � 22"0 I `tl w-111L 7 OCFM 500 FM 14"O-RD 700CFM 2 "O COOLER/ FREEZER AREA ALL EXPOSED DUCTWORK SHALL BE DOUBLE WALL INSULATED METAL DUCT 14"O-RD 14"O-RD 620CFM 620CFM 16"0 14"o r ROG�RY 14"0TRD I 14"�-Rl 70CFFM ��0 FFM 7 8"0 14"0 7- 20"0 //�\\ 1 18"o 14"O-RD 700CFM 12X6 14X8 20X10 12X12-RG 12X12-RC 12X12-RG 250CFM 250CFM 250CFM 10"0-CD 10"O-CD 10" b-CD 7-7 pro � t 14"0 14"O-RD 14"A-RD 700CFM 700CFM G-14PEL 10"O-CD 10"b-Cl 300CFM 300CFM i rz--A K--A CORK. 10"O-CD 300CFM EF-4 U U WALL MOUNTED VENTILATION FAN, INSTALL AS HIGH AS POSSIBLE 0 0 EF— 4 WALL MOUNTED VENTILATION FAN, INSTALL AS HIGH AS POSSIB ERETURN AIR GRILLE ' zEXHAUST AIR GRILLE �/x RIGID DUCTWORK (WIDT /DEPTH) ELBOW WITH TURNING NES MANUAL SPLITTER DAM ER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER ® DUCT MOUNTED SMOKE DETECTOR — �T THERMOSTAT FD [:�— FIRE DAMPER — CD— CONDENSATE DRAIN LIN[ UDOOR UNDERCUT ' VOLUME DAMPER AIR DISTRIBUTION DEVICE: I NECK SIZE `10-CD-- LG. DIFF. AIR QUANTITY—,300CFM M4TCI­I L IN'- LtLI z� S m U III t ■ 10"O {-CD r AME ROOM 250 FM 10"O-CD rwi 1/361 250CFM I � L� O co P-, 00 O O 0 ICJ + �, 4.4 m m� —. o 0 z 7 111 L'' n =�mQ) ' Z)--- 't S) z -q 0) (p Y Z * X 1% Z (L pi —Z Q Q z 0 z ry O W ]LL p 0 ly 0 z O W ALL. O ly 0- Lu z v N O O LL _u z z W Q Ll r Q Z I �oQzo O I O U m cv om LL1 W J j Z V U N i LLI J- Q o U DC a. Q DC 0 W = U ILJ Z cn M.2 HN.A.C. LEGEND SUPPLY DIFFUSER RETURN AIR GRILLE zEXHAUST AIR GRILLE �/xRIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES r MANUAL SPLITTER DAMPER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER ® DUCT MOUNTED SMOKE DETECTOR OT THERMOSTAT FD D— FIRE DAMPER — CD— CONDENSATE DRAIN LINE UU DOOR UNDERCUT LVOLUME DAMPER AIR DISTRIBUTION DEVICE: NECK SIZE _10-CD CLG. DIFF. AIR QUANTITY _ 300CFM 2X6 IQ I WALL MOUNTED VTILATION I D°�`"'G" FANI INSTALL AS GH AS POSSIBLE13 FF-4 EF-1 � EF-4 EF-4 o t--- la ui WALL MOUNTED Vo ILATION WALL MOUNTSFASVEHNIGH TILATION WALL MOUNTU VENTILATION FAN, INSTALL S KIH AS POSSIBLE FAN, INSTALL AS PUSSIB E FAN, INSTALL iAS HIGH AS POSSIB ul I I I <LI I I I I I I I I I I I I I MATCH LINE LuI cl �— Ca. -ME i OOM I 250CFM GOF R 2 F I QCFM o-Cu I I I ONAR� INS I I 14x12 20%12 to•o co i5TATION5 r ix 22X12 .r-m 9ZGM 25 OCFM 200CFM 26X12 26X12 I wx1z 24X12 14X14-RO 4000FM I I DF. •i' EXH. DUCT TO ROOF CAP 50C jul�� 50CF 22x4s-ac 26UUCFM FYPc-0 2 ' I �10020*0 ML 60 M f 63 t 600�CCFFML I I 20.0 24.0 I 26•0 26.0 0FM 66OCF�1- 600CF 600CFM - I I I BA_',r_-TBALL GYM I I ALL EXPOSED UC NORK SHALL BE DOUBLE WALL 1 SUUrATED METAL DUCT I _ U-7 I 'OO�C ML 600�C.FML f 600CFMI I 6WUCFM I24•0_ 26 0 26- ..F.M 1-6001.�L�. - _60UCEN-1— - fi00LFM - ze'r I I I — Il'J%46-HO 2600CFM FUPJF 3LE:l:icic3 I TYP. OF 2 I 22X22-RO 1200CFM 216 5C M 2@lam Y15 TYP. OF 2 I 6•0 1Ox10 I 12X12 t9X12 P�' OFEN BTORArE a- CFM 15CFM 215�CFM 25CF1� I rvxlo I 14X12 1Rx17I 60X78 INTAKE AIR WALL LOUVER B.O.L AT 8"AFF DOCK "IG" 60X78 INTAKE AIR WALL LOUVER B.O.L AT 8"AFF TEF — 4 7 WALL M UNTED VENTILATI FAN, INSTALL AS HIGH ASPOSSI LE I I I I I I I I I I I I I I I I I I I I I I I I I I WAFEH0U5E I I I I 60X78 INTAKE AIR WALL LOUVER B.O.L AT 8"AFF I F'Ire Dapl. Fina Date 60X78 INTAKE 60X78 INTAKE 60X78 INTA E AIR WALL LOUVER AIR WALL LOUVER AIR WALL L UVER B.O.L AT 8"AFF B.O.L AT 8"AFF B.O.L AT 8"AFF L u CD 0 7v\, .v MECHANICAL FLOOR PLAN 5GALE: 1/16"= 1'-0" ono F-VI\, O � CrJ O co G O C6 N � N cy:) � a U1 � 00 bA E• 0 O ©Co `4 Lo �y � ) R 0 O -- H. C V r Uz ILI m 6' w �µ�X���4 cp - r- �z,Q-.fQ�ch� r W U 0 w— u_: � cL ��3 I Q z O Q z ry O Lu LL O Lu L- ^O^ Z 1 O I' I O LL L (V Q I I� ry Q t �oQ0 O q O ;L 0 j m O U m W Lu z V t- 11.1 O Q W LH Q a u Z Z o a_ 0 0 (f) M-3 MECHANICAL NOTES: 1. PROVIDE SPIN -IN DAMPER AT ALL BRANCH CONNECTIONS. SEE DETAIL. 2. ALL MECHANICAL WORKS AND AND INSTALLATIONS SHALL COMPLY WITH FLORIDA MECHANICAL CODE, 2001 EDITION W/2003 UPDATE. 3. COORDINATE DIFFUSER AND GRILLE LOCATIONS WITH OTHER TRADES. 4. ALL EXPOSED DUCTWORK IN EXPOSED AREAS TO BE DOUBLE WALL INSULATED ROUND SHEET METAL DUCT CONSTRUCTED AND INSTALLED PER LATEST SMACNA STANDARD, FIELD COORDINATE DUCT HEIGHTS IN OPEN AREAS AND COORDINATE WITH OTHER TRADES, AREAS WITH DROP CEILING SHALL HAVE GLASS FIBER DUCT BOARD WITH ANTI. MICROBIAL -TREATED INNER LINING EQUAL TO "TOUGH - DUCT" SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. 1 1 /2" THICK WITH MIN. R-6. FLEX DUCT WORK TO BE EQUAL TO "MKE" INSULATED TYPE, MIN. R-6. 5. OUTSIDE AIR INTAKES SHALL BE MINIMUM 10 FEET FROM ANY EXHAUST OR PLUMBING VENTS. 6. ALL NEW DUCTWORK -TO BE CONSTRUCTED AND INSTALLED IN ACCOR- DANCE WITH ASHRAE GUIDE AND SMACNA STANDARDS AND FL. CODES. 7- COORDINATE ALL MECHANICAL WORK, INCLUDING EQUIPMENT,DUCTWORK OR PIPING, WITH ARCHITECT AND OTHER TRADES PRIOR TO WORK. 8. ALL INSULATION, MATERIAL, COVERINGS, ADHESIVES, VAPOR BARRIERS NOT TO EXCEED 25 AND SMOKE DEVELOPMENT NOT TO EXCEED 50. 9. ALL DUCTWORK SHALL BE INSTALLED PER THE LATEST SMACNA MANUAL AND TAPES SHALL CONFORM TO NFPA 90A, FLAMESPREAD CLASSIFICATION 10. THE EXHAUST DUCTS MUST TERMINATE 10 FEET HORIZONTALLY FROM OR 3 FEET ABOVE ALL AIR INTAKES. 11. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE BIDDING. 12. COORDINATE DUCTWORK ROUTING WITH STRUCTURAL MEMBER PRIOR TO FABRICATION. 13. ALL DUCT SIZES SHOWN AS INSIDE DIMENSION. IN CASE OF CONFLICT WITH STRUCTURAL MEMBER, DUCT CROSS -SECTIONAL AREA SHOULD BE KEPT THE SAME. 14. COORDINATE T-STAT LOCATIONS WITH OWNER. 15. ALL DUCTWORK MATERIALS AND INSTALLATION SHALL CONFORM TO APPLICABLE STATE, COUNTY AND LOCAL CODES. DUCT MATERIAL SHALL BE ALL NEW AND IN GOOD CONDITION. 16, AIR CONDITIONING UNIT SIZES AND CAPACITIES SHALL BE AS SCHEDULED. 17, UNITS SHALL HAVE NON-FERROUS COILS AND FINS. UNITS SHALL BE EQUIPPED WITH ELECTRIC RESISTANCE HEATING, HERMETIC COMPRESSORS. 18, PROVIDE FIRESTATS AND DUCT SMOKE DETECTORS AS REQUIRED BY CODES AT SUPPLY AND RETURN AIR DUCT. 19. ALL EQUIPMENT INSTALLED OUTSIDE SHALL COMPLY WITH WIND RESISTANCE REQUIREMENTS AND WIND LOADS OF FLORIDA BUILDING CODES 2001. CH.3 AND 16. 20. PROVIDE 2" - 307. EFFICIENCY THROWAWAY FILTERS, FARR 30/30 OR EQUAL. 21. ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED WITH GLASS FAB AND MASTIC. 22. PROVIDE ALL REQUIRED STARTERS AND LOCAL DISCONNECT AS PART OF PACKAGED EQUIPMENT BY MECHANICAL CONTRCTOR. 23. THIS CONTRACTOR SHALL COORDINATE CLEARANCE AROUND UNIT AND EXACT DIMENSIONS OF WALL OPENINGS WITH ARCHITECTURAL AND STRUCTURAL PLAN PRIOR TO CONSTRUCTION AND WITH GENERAL CONTRACTOR DURING CONSTRUCTION. 24. CONTRACTOR TEST AND BALANCE AIR DISTRIBUTION CFM AS LISTED. 25. ALL FLOOR, WALL AND ROOF OPENING SHALL BE SEALED WITH 3M FIRE SAFE MATERIAL OR EQUAL. 26. CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/ DELETION RATION. NOTIFY ARCHITECT OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION TO OBTAIN APPROVAL. 27. DO NOT SCALE THESE DRAWINGS. 28. ALL EQUIPMENT INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FBCM CH.3, CH.6. 29. ALL EXHAUST AND OUTSIDE AIR DUCT TO BE SHEET METAL MATERIAL. ROOF TOP A/C UNIT SCHEDULE MARK RTU-1,2 RTU- 3,5,10 RTU- 6,7 RTU-8,9 RTU-4,11 TOTAL COOLING CAP. MBH 240 150 180 120 90 SENSIBLE COOLING MBH 120 120 120 90 72 SUPPLY AIR CFM 8000 5000 6000 4000 3000 OUTSIDE AIR CFM 800 1000 1000 800 500 E.S.P. IN W.C. 1.0 1.0 1.0 1.0 0.7 EVAPORATOR FAN MOTOR BHP 7.5 3.7 3.7 2.4 3 ELECT. HEATING KW 32 16,5 32 16.5 16.5 ELECTRIC HEAT STAGE 2 2 2 2 1 ENTERING AIR DB WB F 77 65 77 65 77 65 77 65 77 65 LEAVING AIR DB F 56 56 56 56 56 NUMBER OF COMPRESSORS 2 2 2 2 2 VOLT PHASE 460 3 460 3 460 3 460 3 460 3 UNIT MCA 65 30.8 55 28.1 28.1 COMPRESSOR RLA. EA 15.5 10.4 14.7 7.9 6.4 CONDENSER FAN FLA 0.8 0.8 0.8 0.8 0.8 MANUFACTURER CARRIER CARRIER CARRIER CARRIER CARRIER MODEL NUMBER 50TJO24 50TTF014 50TJ016 50TTF012 50TTF008 MINIMUM SYSTEM SEER EER 8.7 8.7 8.9 9.0 8.9 OPERATING WEIGHT LBS. 1700 1100 1150 1100 900 NOTES: 1, PROVIDE DUCT SOMKE DETECTOR PER APPLICABLE CODES. 2. PROVIDE 2" THROWAWAY AIR FILTER. 3. PROVIDE 24 V CONTROL FOR A PROGRAMMABLE 24, 7-DAY TIME CLOCK T'STAT. 4. PROVIDE FACTORY INSULATED ROOF CURB TO MATCH ROOF SLOPE. 5. PROVIDE FACTORY INSTALLED 115V CONVENIENCE OUTLET. 6. RUN CONDENSATE DRAIN LINE FULL SIZE ON ROOF WITH MIN. 1/8" PER FOOT SLOPE TO ROOF GUTTER. PROVIDE ROOF SUPPORT AS REQUIRED TO PREVENT ANY PIPE SAGGING. EXHAUST FAN SCHEDULE MARK EF-1 EF-2,3 EF-4 MANUFACTURER GREENHECK GREENHECK GREENHECK MODEL NO_ SP-5 GB-141-3 SB-21_42-15 SERVICE RESTROOM RESTROOM STORAGE TYPE CEILING ROOF WALL CFM 50 1800 17500 A S.P. 0.20 0.20 0.20 a RPM 950 1150 485 � MOTOR H.P.(WATTS) 50WATTS 1/3HP 1.5HP DRIVE TYPE DIRECT BELT BELT V/PH/60 277/1/60 277/1/60 460/3/60 o U CONTROL LIGHT SWITCH EF-2W RTU-4EF-3W/RTU-11WALL SWITCH w J w REMARKS 1,2 2,3 2, 4 REMARKS: 1. PROVIDE GRAVITY BACKDRAFT DAMPER AND ROOF CAP. 2. EXHAUST FAN TO BE LOCATED MIN. 10'-0" FROM FRESH AIR INTAKE. 3. PROVIDE FACTORY ROOF CURB, BIRD SCREEN, BACK DARFT DAMPER. 4. PROVIDE FACTORY ROOF WALL HOUSING GUARD, BIRD SCREEN, BACK DRAFT DAMPER AND SAFETY GUARD BOOT TAP FITTING OR SPIN -IN FITTING W/AIR SCOOP AND BALANCING/ VOLUME DAMPER RIGID DUCT FULL SIZE COND. DRAIN(S), SLOPE -TO ROOF GUTTER ROOFTOP HVAC UNIT TRUSS (TYP.) RE: ROOF CURB DETAIL THIS SHEET SUPPLY RETURN �� SD AIR DUCT AIR DUCT CEILING CANVAS CONNECTION (TYPICAL) UCT DETECTOR IN SUPPLY/RETURN AIR - RO O FTO P PACKAGE UNIT DETAIL NTS ROOF TOP NOTES: - PROVIDE AUTOMATIC CONTROL (FIRESTAT/DCUT DETECTOR ) IN RETURN AIR PRIOR TO MIXING WITH FRESH AIR MAKEUP, -TO AUTOMATICALLY SHUT DOWN THE UNIT WHEN HEAT IS EXCESSIVE OR EXCEEDS 136 F DEGREE. - INSTALL AND SECURE ROOFTOP A/C UNIT PER MFC'S. RECOMMENDATIONS. - PROVIDE ROOF CURB TO MATCH THE ROOF SLOPE. - COORDINATE THE ROOF OPENING AND FRAMING FOR NEW RTU'S WITH THE STRUCTURAL ENGINEER AND PROVIDE FRAMING. - PROVIDE CODE -REQUIRED ELECTRICAL RECEPTACLES AND DISCONNECTS. MIN 1 1 /2" WIDE STEEL STRAP MAXIMUM ALLOWABLE LENGTH HANGER (TYP.) OF FLEX DUCT IS CODE MAXIMUM PROVIDE ROUND RIGID SHEETMETAL DUCT AS I REQUIRED IN HORIZONTAL RUN -OUTS. INSULATE WITH -� 1-1/2" MANVILLE MICROLITE. DIFFUSER DETAIL NTS DIFFUSER/GRILLE SCHEDULE TYPE MFG. MODEL NOTES ALUMINUM LOUVERED CEILING TITUS TMS-AA (1)(2)(3)(4)(5)(6)(7)(9) SQUARE SUPPLY DIFFUSER(CD) ALUMINUM SUPPLY AIR TITUS DL (1)(5) DRUM LOUVER(DL) ALUMINUM SUPPLY AIR TITUS TMRA-AA (1)(5) ROUND DIFFUSER(RD) ALUMINUM RETURN AIR GRILLE (1/2X TITUS 50FL (2)(4)(5) 1/2X1/2) SPACING EGGCRATE (RG) ALUMINUM TRANSFER/EXHAUST AIR(1/2 TITUS 50FL (2)(4)(5) X1 /2X1 /2) SPACING, EGGCRATE (TG)(EG) EXTRUDED DRAINABLE ALUMINUM ELF375DX (8) WALL LOUVER(WL) RUSKIN NOTES: (1) PROVIDE WITH BALANCING VOLUME DAMPER. (2) PROVIDE 24X24 FULLY LOUVERED FACE LAY IN MODULE WHERE LOCATED IN LAYIN CLG. (3) PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. (4) COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. (5) COORDINATE FINISH WITH ARCHITECT. (6) COORDINATE THROW PATTERN WITH FLOOR PLANS. (7) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR SUPPLY DUCT CONNECTION. (8) PROVIDE WITH BIRD SCREEN AND INTERNAL SECURITY BAR. COORDINATE LOCATION AND COLOR WITH ARCHITECT. (9) AREAS WITH HIGH CEILING OF 13' AND HIGHER TO USE TMSA-AA DIFFUSERS. INSULATION CEILING ROOF TOP UNIT (RTU) BOLT THRU UNIT FRAME CHANNEL (OR WELD BRACKET TO FRAME AND BOLT THRU BRACKET) 1 /4" LAG B7-il 18" CENTER AROUND CANT STRIP REQUIRED ROOF DECK AND INSULA STRUCTURAL FRAME ALL AROUND ANGLE FRAME OR AS INDICATED. SEE STRUCTURAL DRAWINGS. - PROVIDE SHIMS AND WASHERS '-WOOD NAILER FACTORY SECURED TO CURB. fl METAL, INSULATED ROOF CURB BY A/C UNIT MFR. SIMPSON CS18 x REQD w/ 2 EA #10 TEKS EA END MINIMUM 2 CS18 TIES PER SIDE OF CURB. ROOF TOP UNIT INSTALLATION I- N.A.C. LEGEND mSUPPLY DIFFUSER ElRETURN AIR GRILLE zEXHAUST AIR GRILLE X/X RIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES MANUAL SPUTTER DAMPER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER �--I-► MANUAL VOLUME DAMPER ® DUCT MOUNTED SMOKE DETECTOR OT THERMOSTAT FD [:�- FIRE DAMPER - CD- CONDENSATE DRAIN LINE DOOR UNDERCUT U LVOLUME DAMPER AIR DISTRIBUTION DEVICE: NECK SIZE P-10-CD . CLG. DIFF. AIR QUANTITY __300CFM STRUCTURE HANGER SIZE PER / SMACNA STANDARDS. A DOUBLE WALL ROUND SUPPLY AIR DUCT- /�DOUBLE WALL REFER TO PLAN / INSULATED DUCT 3AR JOIST OR \S APPLICABLE VRAP AROUND ROTATE( AIR FLOW ;TRUCTURE. \\ SHEET METAL SCREW. AIR FLOW OPPOSED BLADE VOLUME 2" STEEL STRAP DAMPER DRUM LOUVER (fITUS DL) q SECTION A -A PLAN VIEW TYPICAL DUCT SUPPORT NTS O DUCT 1 OACCESS DOOR 2 u C63 INSULATION WHERE DUCTS 3 ARE SO SPECIFIED OFLOOR LINE (IF NOT IN 4 � EQUIPMENT ROOM) 5 5 J 3' HIGH CONCRETE CURB �/ AROUND ALL DUCT OPENINGS 12 6 THRU EQUIP. ROOM FLOORS l 6 ) 1/8" CLEARANCE PER 12" OF DUCT ON ALL FOUR SIDES 7 J COLLAR (SEE NOTES) 10 8 J 1" TYP. ALL FOUR SIDES O1-1 /2"x1-1 /2"x10 GA. OR HEAVIER ANGLES SNUG TO HORIZONTAL MOUNTING DETAIL FLOUR & COLLAR ALL AROUND 10 "S" SLIP 11 8 11 WALL 1'2 FLOOR SLAB NOTES: 1. COLLAR GAUGES: 1 2 A. FOR COLLARS NOT EXCEEDING 36"W OR 24"H - 16 GAUGE 3 B. FOR COLLARS EXCEEDING 36"W OR 24"H - 14 GAUGE 2. ATTACH ANGLES TO COLLARS 10 WITH 1 /4" 20 BOLTS & NUTS 12" C-C MAX. MIN. 2 BOLTS 9 7 IN EACH SIDE TOP &BOTTOM 3. INSTALLATION SHALL CONFORM TO NFPA-90A 4. PROVIDE ACCESS DOORS TO VERTICAL MOUNTING DETAIL AS RVIICEF SIBLE LINKS FIRE DAMPED. DETAILS NTS 45" ENTRY SUPPLY AIR BOOT DOUBLE WALL DUCT WITH DRUM LOUVER SUPPLY AIR DETAIL NTs SAMPLING TUBE PLUG AIRFLOW INSULATED ACCESS PANEL SMOKE DETECTOR ENSURE SMOKE DETECTOR HOUSING BAFFLE IS IN PLACE REPLACE HOUSING COVER PROMPTLY FOLLOWING SERVICING -TO AVOID FALSE ALARMS INSULATION DISCHARGE TUBE u NEOPRENE GASKET SMOKE DETECTOR HOUSING PROVIDE ACCESS FOR REMOVING SAMPLING TUBES. NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTION. 2. SMOKE DETECTOR TO BE INSTALLED BY MECHANICAL DIVISION-15 , POWERED AND FURNISHED BY ELECTRICAL CON TRACTOR- DIV-16. 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST DUCT DIMENSION. DUCT MOUNTED SMOKE DETECTOR DETAIL NTS Q z O Q z O0 0 I 0 O z o Lu L z o C °- LH u O O L W L � Q � Q W IIIIIIIII� I 1 Q z O 0 0 0 0 mom imam --- F 3/4"LCOW BBY 5'i'OR. N r:. L-4 L-(` . I i � \- - \E II —6�'I ISI S -- - � I GN�N.G'FA— '. R�.zING - F - �� — wc "SS 4"SS -6"SS FCO - WC-2 —4"SS FCO - we-2WC()— � En 6"SS � L-2 0 IMB-1W; A =ROOM BOOK/ GIFT AREA STATIONS OFFIOFFICE OFIGc FFIGE RR 4"SS -1 Li [-4"SS �HBEWC-2 LO NGE FCO U w LIBR Y WCU JAN. LL1 LL=1 L-1 LL=1 L-2WC TOGWC- �`� WC-2 I MOY= BLE STAGE S�r�N 1 5 FD,6"S N L we-1, C- wc- wc- we-1Ewc-1[� 4"SS SS wco R2 FCO OFFICE y� WC- WC-2 77 L-2G u -...— IIIIIIII I II I I I I N� I - I 4" S FIB-1 I-IVis-1 CONFErR�NG= L=1 L-1 _L�1 h OFFICE / EwC-2 OFFICE I F ---- — _ — - wco � I I F —1 - { BASKETBALL G-T M GOiRR. OFFICE I I OFFICE I -` 4"S _ I I 4"SS I F 1, F we 4 � I L-2� L-2 5ER`R N.c. WC-2 c-Z , TF C,QNTROL -- — - - r— pFF (-^ I I I COPY I I I I FUTURE 5LEAGNER5 T0�2RIDOR I OFF IGT OFFICE I I RECORDING I I �EW '- 4 3" 3"SS _ UJOMEN WC ,� - _ L-1 '- PXERG15E OPEN I �fi�r FD-1— / FD- FOi ER -_! � STORAGE wc_- SH- H-1 l IWC- L-2 WC-1 we-1 WC-1 p I III PRIVATE TOILET PLATFORM c- L �J. WC-1 uR-p uR- -r 2 SH-1 SH- SH-1 N.C. MEN I 3/4"CW �- FD-1 Fp- F'AS [(--;= pFFICE OFFICE -- OFF ICE L=1 1 L=1 r_ L=_ HB-1 i . 0 0 p B -1 — H ,I nt PLUMBING FLOOR PLAN !(� SCALE: 1/811=1'-0" r Q CYZ C CYJ CCJ CKD C!) ;�A -- � O � C) biD � O a Lo c0 �, O rri u� RaT 4%4��� —s O O a z 0 z ry O ° o W Oz W zLL z O I OO LL W L Q W Q V 11 1 U LLl Oz W � U W O Q w Q oc rx Z z P-1 C� O EXIT PLUMBING FLOO12 PLAN nf I SCALE: 1 /8"=1'-0" �1 ENTRANCE—:: 0 0 0 0 A 5 2" U.G. DOMESTIC WATER SERVICE, SEE CIVIL DWGS FOR CONTINUATION. SH4'-�FF VALVE IN VALVE BOX. — HB-1 OFF(G� L2--WAY 6" U.G. SANITARY SEWER WASTE. SEE CIVIL DWGS FOR CONTINUATION. a v O o m ® . I 1 � t Q z O Q z ry O CY o o W Z O i u Lu v- O CY ou- Lu Z cv Q � Q I— V l l_1_ I 1__IL Q \J N O N p U m 0 Q m w Z V LlJ W O W I - O Q W w Q a N = z Q CL 0 O 0 f�xrc P®2 �� PLUMBING FLOOR PLAN SGALE: 1/I6 - I -O r� G�rJ 4-3 NU L�- r-i � 4VV O r-I dy CO O 0 -- �,^ CCS U LO e+ i co Q'y c) ` n 4 Q r 11 Z lUIL di ' Z Q# 6o J X(L �zWp`� ' �CO U �cn i® 0�n'7 Z a- z 0 z rc a p z°C o W W z G � W p v 0 p O N <� W W 1 1 1 N T rf U LL O >- m W 1 I— O N Q u W 1 w z 0- 0 0 cry f 6"'o'-ee WC-3 I 1-v2• 3'VTRJ I V 2 / L=2 —3• L-2 I EWC-2 We-2 I \ ° ,� I wco 2 �I r �2 \ 2. 'NC-2 2' 2. n 2 \ / 2 EWC-1 tr wco 2' \-4' �� 1 1 II/2' L-2 -jT 3' 2' '/qco —II/2' 2' L_I WD-I 2' I/2' 2. c =>— 2" 2. n 2' UP-2 I 1-1/2' ✓✓✓�\� II WC -I \� 2 I/ 3• '3 / 2' 4 I/ WC -I FD-I / 3'�n I I - 2 3. / L_2 WC -I �"00--"` 2')---- 3. / 2' 2" JWC-I I / ` FD-I WC -I I � �I WC-2 vqco 2' /2' 4JJ we -I 2 L I \ / �I-I/2' 'NC-2 \ n - \� 3' L I c \ \ 3' n 3 4' 3' � -1-1/2' rA 5-1 �3' VTR 2' 2. I I \ 3'1 WC-2 n \ n L_2 4 2, / ✓r / \ / 2' \ / n \ 4' \ 2 /\ 2' \ 2" 1 J ( 4' VTR .4 � ` c � ® I-,' 2. 2•—r, FD-I� / / I \� 2 1/2'>< s =� i 2'_� / WC-2 n OoojL=2 2. C 4 2' I FD-I 2' L=2 4'� T , 2' FD-1 n 2' 4' I 2. 1 rA I-I/2' 3'�-I WC-2 L-I 3 I J L_I 2' 2' 1-1/2' wco SANITARY/VENT RISER NTS Q" U.G. SANITARY SEWER WASTE CAPPED FOR FUTURE USE. `2' VTR v 2'1 / 1, 2' A4� 2' I \-- 6" U.G. SANITARY SEWER 6' WASTE. SEE CIVIL DWGS FOR CONTINUATION. Z O U) W 0( Z r U � r� Wz m(p I J Q* m Xa a WD3:LL a� J Q z Q Q z i O LL W Q 1 o W O z W O LL O II I I-H v O Z Q —_ � I Lv O Oq U m o co Lo 1— m � W O Q W O oc Q oc U W z W ILI z ca � o U cn P-4 3/4 ['*'�� 1-1 "�- �/ n L 2 WC-2 r ` I \ 1/2' A �J 114C-2 I Q EwC-2 L-2 A IN YIN A L_I 1 1/2' IN HB-1 / L_I .� \ I/2' \ � I I/2 n L_I r / n / \ � 2" U.G. DOMESTIC WATER L-2SERVICE. SEE CIVIL EWC-I 1/2' 11 n 2 FOR CONTINUATION. DWGS I/2 II/4� WC-2 \ SHUT-OFF VALVE TYP. HB-I ° n I I/4' ` , VALVEOBOX. FF VALVE IN I' EWC-2 / INC-1 2' 2' \ rFD-I 2" ,n >--1 1/2' - 1/2' TRAP PRIMER \-2' I' A PIPING. (TYPICAL) / \ LQ2 n INC-1 II/2' I•� �I' I I/4'� WC I \ 1 1/2' 1/2' n 111 n r \ c I I/4' —/ FD-I 2' �� / A - 3/4• 'NC -I I TRAP PRIMER \ 2\ WC -I LI n 1 L2/ / \ L-I ZrWC-Ir n A I/2' \ WC -I � 1-1I/T I� ; 2' -� r 1 � 14IC-2 I/2' 2" ;11/2' S-1 / 2' / A \ / / WC-2 `I -I' II/2' n L2WC-2 3/4II/4' n L 2 /\ \ \ 2 r / / /> —I I/2" 3/4' II/4' 2' A WC-3 L2 11/2' r EWC-2 I/2' / L2 L-2 I/2" / V2' 3/4'� A WC-JWQ-2 A4' \ � r —i• 2, EWC-1 .01 / � I 2' el 3/4' 1/2' >-3/4' \ r 2' F )-I L-1 2, \ SH-1 A �J �2' FC-I WC-2 2' —F = c WO-2I/2' TRAP PRIMER L=2 %� PIPING. (TYPICAL) L-2 / TRAP PRIME - WC I I I/4'. WCI I I/2'� l R-2 I' 3/4' 3/4'� NB-1 NTS IVA- Al I , ffil T , -- 111 Q ° w U) IL O LLU z 7 w Q z 0 — a o° �o W L Z I z Ll C) V o° Z �a W i O a IL O 0 O m m o L U W z O W O a W U W a°C o U) 3��17� I 2 3. m 5 II 8. 9 10 11 PLUMBING NOTES" COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA PLUMBING CODE 2001, W/2003 UPDATE, ADA, AND FEDERAL CODES, REGULATIONS, APPLICABLE STANDARDS AND AHTHORITIES HAVING JURISDICTION OVER THIS PROJECT. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1/8" FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1 /4" PER FOOT. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. SYMBOLS LIST -� DOMESTIC COLD WATER (CW) t DOEMSTIC HOT WATER (HW) �- V PLUMBING VENT ABOVE FLOOR (V) - SANITARY WASTE ABOVE FLOOR z-- —� SANITARY WASTE BELOW FLOOR CD CONDENSATE DRAIN +o t+=D RISE AND FALL IN PIPING ---d=� SHUT OFF VALVE: BALL VTR VENT THROUGH ROOF 12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. 14. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIAL AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES. ALL SOIL, WASTE, & VENT PIPING INSTALLED WITHIN OR PASSING THROUGH FIRE RATED ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON (NO PVC ALLOWED). 15. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" FOR ABOVE PIPING AND TYPE "K" FOR UNDERGROUND, OR WHEN APPROVED BY OWNER/ ENGINEER CPVC SCH. 40 PIPE AS DESIGNED FOR DOMESTIC WATER USE. 16. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INCLUSIVE OF ALL EQUIPMENT PIPING RUNOUTS, TRAPS, ETC. USE INSULATION AS OUTLINED ABOVE FOR HOT WATER PIPING. 17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 18. DO NOT SCALE THESE DRAWINGS, 19. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED WALLS AND CHASES. PROVIDE STEEL PIPE SLEEVE THRU RATED ASSEMBLY, TRANSITION PVC PIPE TO STEEL PIPE THRU SLEEVE, FIRE CAULK SPACE BETWEEN SLEEVE AND WALL AND STEEL PIPE AND SLEEVE. 20. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE STEEL REQUIRED FOR THE ACCEPTABLE SUPPORT OF EQUIPMENT AND ASSOCIATED PIPING SYSTEMS. 21. CONTRACTOR TO VISIT THE SITE PRIOR TO BIDING. 22. ALL PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 23, ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. 24. PLUMBING CONTRACTOR TO COORDINATE ALL PLUMBING CONNECTIONS WITH PLUMBING EQUIPMENT FOR SIZE, LOCATION, HEIGHT, ETC. THERMAL EXPANSION VALVE. ROUTE —� DISCHARGE FULL SIZE TO MOP SINK BALL VALVE UNION (TYP.) T&P RELIEF VALVE - ROUTE FULL FULL SIZE TO MOP SINK /ELECTRIC WATER HEATER ROUTE PAN DRAIN LINE TO MOP SINK 2" DEEP DRAIN PAN. PROVIDE WITH FLOOR SUPPORT WATEP HEATED DETAIL SCALE: NT5 r FIXTURF STOP 1/2" TRAP PRIMER LINE WITH SLOPE TO FLOOR DRAIN. NOTE: THIS DETAIL APPLIES TO ALL FLOOR DRAINS VALVE MUST BE ACCESSIBLE FOR INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN. FLOOQ DIVA I N DETAIL SG ALE: NT5 PLUMBING F I XTUPE SCHEDULE WC-1 WATER CLOSET "EQUAL TO AMERICAN STANDARD MODEL 2234.015, ELONGATED FLOOR MOUNTED VITREOUS CHINA, 1.6 GALLON "SLOAN ROYAL 111" LOW CONSUMPTION FLUSH VALVE. "CENTOCO" 1500 SERIES OPEN FRONT SEAT LESS COVER. 1" CW SUPPLY WC-2 HANDICAPPED WATER CLOSET "EQUAL TO AMERICAN STANDARD 2305.100, ELONGATED FLOOR MOUNTED VITREOUS CHINA, 1.6 GALLON "SLOAN ROYAL 111" LOW CONSUMPTION FLUSH VALVE. "CENTOCO" 1500 SERIES OPEN FRONT SEAT LESS COVER, MOUNTED PER ADA. 1" CW SUPPLY WC-3 WATER CLOSET "EQUAL TO AMERICAN STANDARD 2898.012, ELONGATED FLOOR MOUNTED VITREOUS CHINA, 1.6 GALLON LOW CONSUMPTION . "CENTOCO" 1500 SERIES OPEN FRONT SEAT LESS COVER. 1/2" CW SUPPLY L-1 COUNTER TOP LAVATORY EQUAL TO "AMERICAN STANDARD" MODEL 0475.047 VITREOUS CHINA, SELF RIMMING, CENTER HOLE EQUIPPED WITH AMERICAN STANDARD " 2000.101 CERAMIX FAUCET, SINGLE CENTER HOLE, GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT, 1/2" CW SUPPLY AND ANGLE STOP. L-2 LAVATORY: EQUAL TO "AMERICAN STANDARD" LUCERNE WALL HUNG (SEE ARCH. FOR HEIGHT) VITREOUS CHINA LAVATORY MODEL 0356.421 PROVIDE COMPLETE WITH "AMERICAN STANDARD " 2000.101 CERAMIX FAUCET, SINGLE CENTER HOLE GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG, 1/2" CW SUPPLY AND ANGLE STOP. UR-1 URINAL: "AMERICAN STANDARD" WALL MOUNTED MODEL 6501.010 WITH "SLOAN" ROYAL 180 1.0 GALLON FLUSH VALVE. 3/4" CW SUPPLY, UR-2 HANDICAPPED URINAL: "AMERICAN STANDARD" WALL MOUNTED MODEL 6501.010 WITH "SLOAN" ROYAL 180 1.0 GALLON FLUSH VALVE. MOUNTED AT ADA HEIGHT. 3/4" CW SUPPLY. EWC-1 BI-LEVEL ELECTRIC WATER COOLER, EQUAL TO ELKAY MODEL "LZSTL8C" 8.00PH, 3.7 FLA, INS -FALL PER ADA REQUIREMENTS.. EWC-2 ELECTRIC WATER COOLER, EQUAL TO ELKAY MODEL "LZS8" 8.OGPH, 3.7 FLA, INS -FALL PER ADA REQUIREMENTS.. EWH-1 ELECTRIC WATER HEATER EQUAL TO A.O.SMITH MODEL "DRE-120-40" 120 GALS. LOWBOY MODEL, 9.5 KW, 480/3/60 EWH-2 ELECTRIC WATER HEATER EQUAL TO A.O.SMITH MODEL "ELSE-2" 20 GALS. LOWBOY MODEL, 2.0 KW, 277/1 /60. S-1 COUNTER TOP STAIN LESS STEEL DOUBLE BOWL SINK, EQUAL TO "ELKAY" DAYTON MODEL K-23322 WITH MOEN HI ARC MODEL 7425, ADA APPROVED. FD-1 FLOOR DRAIN: "ZURN" ZN-415 WITH ROUND TYPE N STRAINER. INDICATED ON DRAWINGS. EACH FLOOR DRAIN TRAP SEAL SHALL BE PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE CLOSEST FREQUENTLY USED FIXTURE. INSTALL FOR POSITIVE DRAINAGE OF FLOOR. SH-1 SHOWER (HANDICAPPED), PRESSURE BALANCING MIXING VALVE WITH ADJUSTABLE STOP SCREW EQUAL TO SYMMONS SAFETYMXI, MODEL 1-25-FSB WITH SHOWER HEAD, ARM, FLANGE, FLEXIBLE METAL HOSE, INLINE VACUUM BREAKER, WALL CONNECTION AND FLANGE, SLIDE3 WALL AND HAND SHOWER MOUNTING. HB-1 HOSE BIBB, EQUAL TO WOOD FORD 3/4" WALL MOUNTED EQUIPPED WITH VACUMME BREAKER. FCO FLOOR CLEANOUT "ZURN" MODEL Z-1444 WITH ROUND ACCESS COVER WCO WALL CLEANOUT "ZURN" MODEL Z-1441 WITH SMOOTH ACCESS COVER TP-1 TRAP PRIMER: "ZURN" Z-1022 AUTOMATIC TYPE, BRONZE BODY WITH INTEGRAL VACUUM BREAKER. WAG WALL ACCESS COVER: "ZURN" Z-1469 ROUND STAINLESS STEEL TYPE PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS A B C D E F FIXTURE UNI S1-11 12-32 33-6 61-113 114-15 55-33 Q z 0 z ry c W 0 oc LLu O u_1 O LL 0 a z V c Z O O3:l1 Q � Q LJ J LH LL O Us-, I- LU LH S U FIXTURE BALLAST LIGHTING FIXTURES SUBSCRIPTS: Alb = TYPE A, CIRCUIT 1, SWITCH b FLUORESCENT STRIP, OR INDUSTRIAL FIXTURE STEM INDICATES WALL MOUNTED FLUORESCENT LIGHT FIXTURE ® EMERGENCY FLUORESCENT LIGHT FIXTURE O COMPACT FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LIGHT O EMERGENCY OR NIGHTLIGHT (NL) COMPACT FLUORESCENT, INCADESCENT AND HID CEILING LIGHT/DOWN LICHT Q WALL MOUNTED COMPACT FLUORESCENT, INCADESCENT AND HID FIXTURE MOUNTED 84' AFF UON v RECESSED MOUNTED WALLWASHER, SHADED SIDE INDICATES DIRECTION OF AIM O-► SPOT LIGHT, ARROW INDICATES DIRECTION OF AIM <D FLOOD LIGHT In STEP OR AISLE LIGHT, OR WALL MOUNTED OUTSIDE LIGHT v v v v v_ TRACK LIGHT. PLAN INDICATES LENGTH OF TRACK EXIT LIGHT WITH DIRECTIONAL ARROWS AS INDICATED ® SHADING INDICATES FACE(S) OF FIXTURE. STEM INDICATES WALL MOUNTED 84"AFF UON EMERGENCY BATTERY OPERATED WALL PACK WITH 2 AIMABLE HEADS 4` v REMOTE HEAD(S) FED FROM EMERGENCY BATTERY PACK LIGHTING STANDARDS�BRIDGEWAY LIGHTING TYPE & NUMBER e_ OF LUMINARIES PER OLE AS INDICATED ON SITE PLAN CONDUIT AND RACEWAYS HOMERUN, LP1 = PANEL DESIGNATION P1-2,4,6 2,4,6 = CIRCUITS rL mmhT ill LONG LUNG. SLASH =NEUTRAL (N) SHUR_F SLASH (LOAD SIDE OF N) = HOT(S) #10, 3/4" SHORT SLASH (LINE SIDE OF N) = SWITCHED LONG SLASH WITH TICK = GROUND 10 = WIRE /4" = CONDUITESIZE CONDUIT UNDERGROUND CONDUIT CONCEALED IN WALL, UNDER FLOOR OR ABOVE CEILING [ CONDUIT CAPPED S CONDUIT CONTINUES COMMUNICATIONS F 0 P� TELEPHONE OUTLET, SINGLE GANG RECESSED WALL BOX STAINLESS STEEL COVERPLATE WITH BUSHED HOLE MOUNTED 18" AFF UON. BOX INDICATES FLUSH IN FLOOR P = PUBLIC PHONE F = FAX W = WALL PHONE 42" AFF D = DESK DATA OUTLET, SINGLE GANG RECESSED WALL BOX ❑0 My STAINLESS STEEL COVERPLATE WITH BUSHED HOLE MOUNTED 18" AFF UON. BOX INDICATES FLUSH IN FLOOR M = MODEM WIRING DEVICES ® DUPLEX CONVENIENCE OUTLET MOUNTED 18" AFF UON. BOX INDICATES FLUSH IN FLOOR ® QUAD (DOUBLE DUPLEX OUTLET MOUNTED 18" AFF FLOOR UON. BOX INDICATES LUSH IN SPECIAL PURPOSE OUTLET. VOLTAGE, AMPERAGE ® AND MOUNTING ELEVATION AS NOTED ON PLANS BOX INDICATES FLUSH IN FLOOR DUPLEX/QUAD OUTLET MOUNTED HORIZONTALLY ABOVE COUNTERTOP OR BACKSPLASH 44" AFF UON SWITCHED DUPLEX OUTLET MOUNTED 18" AFF UON BLANK COVERPLATE. GENERIC TYPES: ® GFI EWC = ELECTRIC WATER COOLER WP = WEATHERPROOF GFI = GROUND FAULT INTERRUPTER EX = EXPLOSION PROOF IG = ISOLATED GROUND SURFACE MOUNTED RACEWAY CONTAINING SIMPLEX OR DUPLEX OUTLETS AT SPACING AS SHOWN ON PLANS JUNCTION BOX, FLUSH MOUNTED IN CEILING UON BOX INDICATES IN FLOOR STEM INDICATES WALL MOUNTED PULL BOX, FLUSH MOUNTED IN CEILING UON © © Q BOX INDICATES IN FLOOR STEM INDICATES WALL MOUNTED SINGLE POLE„TOGGLE SWITCH 20A 120 277V, MOUNTED 48 AFF UON. GENERIC TYPES: D = DIMMER SWITCH K = KEYED SWITCH a P = SWITCH WITH PILOT LIGHT X = EXPLOSION PROOF SWITCH 3 = 3-WAY SWITCH 4 = 4-WAY SWITCH a,b,c = SWITCHING SEQUENCE ❑� 042' ELL OR SHUNTUTRIPUMOUNTEDD AFFBUONER, ITC] TIME CLOCK EQUIPMENT 30 NON -FUSED DISCONNECT: 30 = AMPERE SIZE MOTOR A-Z] CEILING FAN ® LIGHTING OR RECEPTICLE PANEL (LP,RP, LRP) rvs TRANSIENT VOLTAGE SURGE SUPPRESSOR (TYPE AS NO -FED) F MANUAL PULLSTATION. 44" AFF LION ADA FIRE ALARM AUDIBLE/VISUAL INDICATOR (Fj F MOUNTED AT 80" AFF LION I SMOKE DETECTOR: I = IONIZATION P = PHOTOELECTRIC GROUNDING NOTE: II IF AVAILABLE THE FOLLOWING ITEMS MUST BE BONDED TOGETHER TO FORM A GROUNDING ELECTRODE SYSTEM: 1 METAL UNDERGROUND WATER PIPE, NEC 250-50 (A), IF 10 FEET OR LONGER. 2 METAL FRAME OF BUILDING, NEC 250-50 (B) 3 CONCRETE ENCASED ELECTRODE, NEC 250-50(C), AT LEAST 20 FT. OF REBAR OF BARE N04. COPPER WIRE. 4 GROUNDING RING OR LIGHTNING PROTECTION COUNTERPOISE, NEC 250-50(D), AT LEAST 20 FT. OF BARE NO2. COPPER. 5 UNSPLICED GROUNDING ELECTRODE CONDUCTOR, NEC 250-62. SIZED AS SHOWN ON THE DRAWINGS 6 COPPER CLAD UL LISTED GROUND ROD, 5/8" X 30 FT. MINIMUM OR AS SHOWN ON THE DRAWINGS. ADD ADDITIONAL AS NEEDED TO PROVIDE 25 OHMS RESISTANCE TO GROUND 7 BONDING JUMPER SIZED PER NEC TABLE 250-66. ELECTRICAL POWER DETAILS BOND TO GROUND SY TO TELEPHONE COMPANY SERVICE TELEPHONE DATA RISER DIAGRAM BOLLARD IF REQ'D LYWOOD TO DATA DISTRIBUTION CENTER u UTILITY XFMR � o [12] 9 13 RISER NOTES ' 1 PROVIDE AND SET TRANSFORMER PAD, BOLLARDS AND APPROPRIATE CLEARANCES PER UTILITY COMPANY REQUIREMENTS. 2 (1) 4" PVC WITH SET OF (4) 500 MCM & (1) #2 GRID 3 (1) 225 KVA, 120/208-480C, 30, TRANSFORMER 4 ROUTE (2) 6" CONDUITS FOR UTILITY HIGH VOLTAGE LINES TO NEAREST UTILITY POLE CAP 12" A.F.G., REFER TO SITE PLAN. 5 PROVIDE SURGE PROTECTION PER SPECIFICATION TYP OF TE/4XLHP BY ADVANCED PROTECTION TECHNOLOGIES, INC OR EQUIVALENT 6 4#500 MCM, 1 #1 /OG CU THWN - (3) 4"C. 2 PARALLEL RUNS. MAIN 1 /4" LETTERING TO READ "KEY IN ELECTRICAL LOCK -BOX BLDG. ENTRANCE" DISCONNECT XXXXXXXX I:rr1 N�iva bLAUK I BLACK WHITE vvN I l t RED BLACK 120V -®—®- OR ORANGE 277V (cap unused lead) EMERGENCY PAC NOTE: TO PREVENT HIGH VOLTAGE FROM BEING PRESENT ON THEB70 OUTPUT LEADS (RED AND YELLOW), DO NOT JOIN THE BATTERY CONNECTOR UNTIL INSTALLATION IS COMPLETE AND AC POWER IS SUPPLIED TO THE B70. EMERGENCY WIRING DIAGRAM 11 ® PANEL HV 1200 A I -LINE SHUNT TRIP 277/480V 1200 A BUSS 65K AIC 65K AIC RATED RATED THIS DETAIL FOR FIXTURE TYPES GENERAL NOTES: 1. CONCRETE WORK REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE SPECIFICATIONS. 2. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY -WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE. 3. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY -WALL, GALVANIZED OR SHERARDIZED STEEL. 4. CONDUITS RUN BELOW GRADE, EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY -WALL, HIGH IMPACT POLYVINYL�CHLORIDE ELECTRICAL CONDUIT. 5. OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHERARDIZED, ONE-PIECE PRESSED STEEL, KNOCKOUT TYPE, AND OF AN APPROVED MAKE. 6. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED,, 7. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE-HINDS TYPE FS, FD CONDULET BOXES WITH APPROPRIATE COVERS AND GASKETS. S:, DUPLEX 15 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT,) 120 VOLT GROUNDING TYPE, SHALL HAVE 'TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME. (ONLY P&S OR HUBBELL #5242 OR LEVITON #5014 ARE APPROVED) 9. GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE. 10. WEATHERPROOF DEVICES: ALL RECEPTACLES, SWITCHES AND JUNCTION BOXES ON THE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE. 11. FURNISH & INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE #10 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL BE #8 AWG MINIMUM, CHANGE TO #12 AT J-BOX AHEAD OF FIRST RECEPTACLE. 12. CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE ENGINEER'S DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION OF ALL CONDUITS. 13. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE EXISTING FACILITIES. IF THERE IS ANY DISCREPANCY, OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. 14. CONNECT ALL EMERGENCY LIGHTING (EXIT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12(e). 15. PROVIDE ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED BY POWER COMPANY TO CONNECT THIS SERVICE TO THE UTILITY POINT OF CONNECTION. 16. THE CONTRACTOR SHALL ASSUME UP TO 100' SETS OF SECONDARY CABLES AND CONDUITS TO BE INSTALLED TO THE UTILITY POINT OF CONNECTION. lil E F5_1 E5 ] El 208 / 120V Ti 225 KVA 2 PANEL PANEL PANEL RTU-6 RTU-6 RTU-6 RTU-6 RTU-6 HV-1 HV-2 HV-3 200 A 150 A 150 A 60A 60A 60A 60A 60A 17i]5 17d I5 I o a [j] [j] L I I [7 I 77 7 (1) SET OF 4#3/0 CU, #6G THWN - 2.5"C. 8 (1) SET OF 4/0 CU #3G CU THWN - 3"C. 9 (1) 1" PVC 10 (1) CONDUIT FOR SHUNT TRIP PUSH BOTTON 11 PANEL HV EQUAL TO SQUARE-D [-LINE . 1200 AMP MCB WITH SHUNT TRIP PROVIDE I -LINE DISTRIBUTION SECTION FOR BREAKERS AS SHOWN. 12 4/0 CU GND TO TWO 5/8"x 30' GND ROD, WATER PIPE, ETC. SEE DETAIL THIS SHEET. 13 4#500 MCM, 1#1/00 CU THWN - (3) 4"C. 3 PARALLEL RUNS. SEE SITE PLAN. 14 AVAILABLE FAULT CURRENT IS 27,440 AMPS. ALL DEVICES (MDB, MDP AND PANELS) RATED 65,000 AMPS MINIMUM INTERRUPTING CURRENT. MANUFACTURER'S SERIES RATED DEVICES ARE ALLOWABLE. (h O U_) LU DL Co 00 4r O Q) cyp � a Y) 0�0 0i bio- CJ z L4 cc1 d cv —s O O z 0 Q /z o 0 �O o0 O U) O z _j LU LIL N YLH O LLJ z O N LL < Q V 1 V F n on 04 N c� f- Q 0 U Ji LILI O a [L 2; m Q 0 U W a O — W w 1 U) U 0 0 o I o HV3-31 VIA TIME CLOCK & PHOTO CELL C JVEREED ENTR-T- U U U HV3-29 VIA TIME CLOCK & PHOTO CELL o 0 LIGHTING PLAN SCALE I/8 I U EM �F '2-21 I Dr. I I Manr ®® r r e r T r "�EMJJ L — I V3-2 o p YrT T �� A A A A A 7 T-- NL E30 U Ki I F T 4, REH 2 25 LV— R _ _ (V3 4 IT A A �A A A A l L H 2 23 �R;3 NL R HY2,-29 NL /60R =r. 3Y HV2-29 -31 I I RI ! I L HV2-31 I_ IC I Ili` I EX EM NL HV2 nv/ EX RTu-8 DI M M ER46.�/3/60 MCA 28. L� DI MER 22 ED IMMER 3 D.F. I / I f� I I IF _ 3 MmN' AN r gyp' 20� iK� IO ° �C r F-1 F(— EX I U 00 N. - El RTU-9 460/3/60 MCA 28.1 OPEN TO STRUC TORE ABOVE DIMMER 4 � �J1 DIMMER 5 _ iAV21 1 gHVf — 7 TV2 -2 q H 2—�7 A VJ-27 . r �IT A F F1 WAl,+cL11 CriFFlci= T _,� OrRIG� �L7FFAA—F NL By HV2 135 orl MCA 3a.8 V� rr. B B NL �1�1_iIII A II L ,I rY �rrr=nr�-r�i HV 9 IA i A HV2-1 E L�F- FIGIE[ tA DIMMER 6 EX rr V -' 1 HV1 V" - T DIMMER 9 T DIMMER 10 TDIMMER 11 ' r DIMMER PLATFORM EM I A DIMMER 8 G V1 �F�ICT 1 1t2 A i B 3 NL B L�IH\(1-127I HIV j-291� H1 19 HV1— 7 QFFI-E A A� _' F�IGEJ V —3 A A HVp — 5 Oi-�F I C A A IT1�,1� LINT HV3-13� I O-- =1 V2 2 f V _ - _ H"r ?0 I A -- I I 2 HV3-15 I 12'- A 3 STATIONS OD EM I -T Rr - I 460/3 60 3 L - - 8 I � I STc�R Gr_ Nr D.r. 3 B B ET IF iT - 3-27 I-V3-17 F E-F- 1 F I HV1 —26 I I HV1-2 HV1 —24 60/3/6o G KW G I O OL 460/3/60 MCA 55 � I E` G I G I I I I / E3ASKETCAL L GYM I OPEN TO STRUCTURE ABOVE _ I R TU 7 CAI G G 460 3/60 ON, V -1 MCA 55 I IM EM A _ O oN F L rV1 15 II 1 H11 1 ' 15 R' 0F, IN A AM I IA A I I IA I A I II A A A A S � HV3-29 VIA TIME CLOCK & PHOTO CELL V21-1 LV2—{23 _VI 2 Mc�V ALA HV1-22 -J- �I T kM HV1 —22 4- Fire NO, • 0 s A�1 o0c G G = I Final In p CD Date E EM C J� �- I EWH-2\C�� v �ji —2 ,� - I REFRESHMENTS �] I 1 � I R 2 \ H 1 - 1 oF1=N I NL N60 3/ 5o L 26 9 ODI_ _ ( nc HV3-25 I I A A A A A A A LL9 �I H 11 3 9 -- _ <1 A A A E� I - A A _ A A -r -- — --- -- - �.__ — --F s I HV3 29 � F VIA TIME CLOCK & PHOTO CELL 1 IF -t+ L� r op v cd / 0 1) U D C) t CZ + C+--, IDa� �J Q z 0 Q Z 1� o o Q LU 1 W DC O LL 0 CV Z i' � V O N O G FF- m U �. U LIJ m W 1 t-- D0[ ly _ 0 a U) I E 2 U U GFI O0yER,E ) ENT�?'1 o LV3-7 ° GFI/W U Ul 1 U - --- --- U GFI/W PROVIDE 120V FOR FIRE SMOKE DAMPER & MISCELLANEOUS APPLICATION GFI/W V2-15 N ®v� POWER PLAN 5GALE 1/8 I O \STLV_4_-1-5 - N �. L7"m 7 NG. Nr EF- EF_1 ® I ��19 3-17 A� Oi~�EF-1 LUDI ER RFO E ~` ®�® IEF-1 A V-3 HV-LV3-11 LV MAIN r TL 5 -4L P LV3 LV3-13 • �\���� BOOK/ GIFT AREA LOr55l' LV3- 5 �( Ap RTU-8 460/3/60 MCA 28.1 N � V 1-11�A 161, 9 LOL7 ° VERIFY HEI HT PROJECTOl 0 I LV2-1 1 LV2 -17 ® MOM I _ LV3-29 84" AFF OFFIG � CFFIGE OFFICE o I / / 2 7 LV3 21 ORR. R-ru-3 — LV3-25 HV24B2�4�60 LV3-23 ° OjHV2-81 .CA 30.8 RTu-4 O O FZ] 460/3/60 m02r21D02 MCA 30.8 O J O - LV3-9 (M I I LIB Y 00 O WOMFjr N'S E3 N.C. D.F. n i �V2NJ 19 D.�. LV 1-12 TLV1-26 N.G. LV1-24 SNACK L OUNGF L 1-22 FI url SINK LV1-20 - OFFICE WJ' LV 1-1,8 �w I moS! ® ® ® ® ® ®s ® ® ® ® I® ® ® ® ® ® ® s r-" ATC- I -I LINE N rug 84 AFF — O { LV5-2 I LV3— LV3-8 �I LV5-4 ® 2 I CN 41RG ING CHAPEL LV3-37 b" GAME ROOM LV5_ 6 STATIONS ' i LV3-39 oRR. T 5 VERIFYI HEIGHT PROJECTOR 6 LV3-31 MOVEABLE STA_ F LV3-35 VERIFY HEIGHT MOTORIZED SCREEN LV3-33 LV3-3 .� I � �' MEN'S � _ / JAN. EWH-1 GO�� FNGE 120� 1 /60 � - -5KW LV1-14 OFFICE 0 0 FFIGE LV 1-16 r — F-1 VERIFY HEIGHT PROJCTOF LV 18 `Copp_ f •— 7 LV1-1 � - �� �� PVC 0 O . I I (2) P C (2) 3 �— . � OFFICE ° jV1 -8,10,12 LV1-39 IoFFIGE LV1-8 A58EMBL 1' �� --VERIFY HEIGHT RTU-9 I10TORI ED SCREEN Plt LV2 460/3/60 I V1 _� LV1- (p "T r LV�> 1 1 MCA 28.1 t t r2 E v� V1 ^ IT�� I HONE BOARD LV1-37 ONTIL � N.C. ' '-c• R oM OFFIG� ` A LV1-3-6 - II � L DOPY LV1-21 I V1-25 �IV1-2,�,6 LV1-19 Tu-10 LV1-23 � 460/3/60 I II LV1-17 MCA 30.a OFFICE II vrQD� H - PRI\ - _ TOII -T / LV 1-15 LV1-13 PASTOR'S 1!0 OFFIGE PLATFORM L�V2--9 (2) 3" PVC/ VERIFY HEIG T LV2-7 (2) 3 PVC MOTORIZED SCREEN D, _ - LV2-13 I l p GFI/WP / GFI/WP V1 -28 / LV1-31 EGOIRD ING OFFICE LV1-9 OFFICE LV1-29 LV1-27 EWH-2 1 -1 ,3,5 REFRESHMENTS -`- LV 1 - 3 --- ,_ LV 1-1 GFI) GFI LV1-7 WOMFN 10 O O O Fx I F_.. F[ 00 FOYER � G P'1E-N LV1-5 R u- --� 3/00 LV5 -16 I ' MAIN 1 1 STo�AGE LV5-1 LV-5 I LV3-10 I ® U EF-1 EF-1 U L 3-14 ]cp I� LV5-18 60/3/60 � KW O �O MAIN-2,4f6--)R ru-6 -- - 460/J/60 MCA 55 I r BASKETBALL GYM I MAIN-8,10,12 MJRTU- 7 460/3/60 I MCA 55 O I O � I FUTUIRE BLEAGNEIR5 ' - LV2-5 V5-18 E LV1-30 LV1-36 LV2-1 I HV C 9,1 1 I W ® ® OPEN RTU-11 STOP ^� r LV1-30 LV1-32 LV1-34 460/3/60 MCA 26.9 LV5-18 ' IC V2-3 \ LV1 —28 Ell LV5 GFIIWP Q z O Q ' O ry O L 0 o O Q Q O p � z u O oc ILu O z Q L Q I �-1 Jry Z cv LLO O �: m Um z Q Lu O Di Q W U W a O LIGHTING PLAN 5GALE: I/8"= I'-O" c� cq 0 00 +j O 0 � T aD ho c� o cn bo F— o o d' �l Q z O Q z rc o o—o Lu 0 0�oz cy z o W dC O z O LL z Q tJ J LI r)C Q Z O 1 O q W W Z POWER PLAN 5GALE: I/8"= I'-O" Y I ---11 -AIylyl --A c� © CYD Gil coo O � o CU L— od bA cn U1 0�0 z bk - L 0 CCS U r-a co Qy 0 W CIA C L- p 1 t \ J 4 Q 0 U G Q z 0 I- Q z ry o �— ao o o ° n z� W i O ly 0- II I Z LU v O z O N Z Q V J l_L.1 N Q Z cv I— LL O O m U m HiZ 1 O cy Q O W z L~LI LU z E5 LIGHTING FIXTURE SCHEDULE LIGHT FIXTURE FIXT DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING VOLTS QTY TYPE 2 X 4 LAYIN FIXTURE SIMKAR TK244332B11 277 LAYIN 277 3 A FLUORESCENT FIXTURE SIMKAR TK2443321311 277 LAYIN 277 2 2 X 4 LAYIN FIXTURE B FLUORESCENT FIXTURE LITHONIA A7AR _ RECESSED PENDANT 120 1 — C/ M — 300 WATT OPEN DOWN LIGHT JUNO ACG400MHHQTC PENDANT 277 1 HIGH BAY D/L MH JUNO CH6 226Q 650G WH RECESSED 277 2 RECESSED F/K FLUORESCENT FIXTURE — JUNO ACG40OMHQTC QW/ACG23W PENDANT 277 1 I-IIGI-I BAY FOR GYM G WITH COVER CEILING MOUNTED LIGHT FOR UNDER SIMKAR VI-18050 A L1 1 PC 277 CEILING 277 1 N CANOPY EXITSIGN LIGHTGUARD XGB1 WALL 277 1 R _ WALL 277 — PROVIDED BY OWNER S INSTALLED BY— CONTRACTOR _ JUNO T8 SERIES I�YIN 120 ' "CRACK LIGHTING T FIXTURE T317B—T7.�BL -,-----FLUORESCENT EXIT SIGN LIGHTGUARD U25LT91 GW �NALL 277 1 EX WITH EMERGENCY LIGHTS EMERGENCY LIGHTS LIGHTGUARD VP 12-36—W—J 1212-2 WALL 277 1 EM I F LO( LAMPS I — TYPE WATTS COLOR TEMP °K NOTE F032T8 32 4100 F032T8 32 4100 P25—IF 300 — MH 400 FL 26 4100 MH 400 HPS 50 277V LIGHT CIRCUIT N FAN CIRCUIT, 120V N FAN SWITCHING DETAIL a HV3-33 VIA TIME CLOCK & PHOTO CELL — 9 �I J' I -, ��j D I 1 I I I 1 — I I I I I I D- D 1 I I _ � I I I • I -- #- O ---- ------ � O I I I I I I 1 I 1\ 1 I 1 I I I 1 I 1 I I I 1 _ I _g 7�/60 1 , 55 , H' I I I I 1 HV3-21 1 D CD HV -23 OOD COD' 1 1 I I I I 1 I zl I I I i u, EXT— J HV3-33 VIA TIME CLOCK & PHOTO CELL 1 DOGK HlkfH EF4 HV3-29 Doc<N* TIME CLOCK & PHOTO CELL -29 EX'- VIl% TIME CLOCK & PH( I HVi -29 VIA TIME CLOCK & PH( cz 0 bl) > c�ra �cl) cd bio 'b c° l oQ G Q z 0 1 z 0 LL W Lu Qo �z O JLL W O O o- W V O Lu o IL Q W Q rI^ V ) Q O LIGHTING PLAN �, LL o 5GALE: 1/I6"= 1'--0" O —� m Noy � Lo C) Z Ll O 1 U W �- O Q W W LPL O[ Z z o � o UE6 cn DIRECT BUF CONCRETE P( 2-3/81' Gf ACCESS CEMENTIOUS EARTH BAC MIX ONE PART PRY PC CEMENT TO FIFTEEN PARTS WASHED II "4 GU GNP 25' POLE MOUNTING DETAIL NOT TO SCAI-.E lm' COPPERCLAD ND ROD L0( 277V LIGHT CIRCUIT N FAN CIRCUIT, 120V N FAN SWITCHING, DETAIL Y,V�>®ER FLAN 5GALE. 1/I6 I O LOCK & PHOTO CELL CLOCK & PHOTO CELL cf� (D a� b o � d v1 U.� ono � � o 0 o d' y ✓ 'i-� �—I ✓ O v c� r_. l_ R 00 z G Q z 1 r ly 0 L1 1 � O 0 Lu W CL % G._ J Lu O J I. LL , O u Q Lu OC O LL ui O z V l rr- �VLLo o2;L O m UCD W � W Z �: U W O cylyzz Q LH Lu 0- 0 U w E7 PANELBOARD SCHEDULE LV1 NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4. WIRE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ IDENTIFICATION LOAD (AMPS) C.B. AO Bb Co AMP � 0 CL CKT. NO. CKT. NO. W, o CL C.B. AMP LOAD (AMPS) IDENTIFICATION Ab Bb Cb RECEPT 6 20 1 1 2 1 20 6 RECEPT RECEPT 6 20 1 3 4 1 20 6 RECEPT RECEPT 6 1 20 1 5 6 1 1 20 6 RECEPT RECEPT 6 20 1 7 8 1 1 20 6 RECEPT RECEPT 6 20 1 9 10 1 20 6 RECEPT RECEPT 6 20 1 11 12 1 20 6 RECEPT RECEPT 6 20 1 13 14 1 20 6 RECEPT RECEPT 6 20 1 15 16 1 20 6 RECEPT RECEPT 6 20 1 17 18 1 20 6 RECEPT COPIER 10 20 1 19 20 1 20 6 RECEPT COPIER 10 20 1 21 22 1 20 6 RECEPT RECEPT 6 20 1 23 24 1 20 6 RECEPT RECEPT 6 20 1 25 26 1 20 6 RECEPT RECEPT 6 20 1 27 28 1 20 6 RECEPT RECEPT 6 20 1 29 30 1 20 6 _ RECEPT 6 20 1 31 32 1 20 -- _ RECEPT 6 20 1 33 34 1 20 -- - RECEPT 6 20 1 35 36 1 20 -- - RECEPT 6 20 1 37 38 3 20 -- SURGE PROTECTION RECEPT 6 20 1 39 40 REFRIGRATOR 8 20 1 41 42 -- SUBTOTAL AMPS 46 46 44 30 30 30 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 76 MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: 76 TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: 76 TOTAL DEMAND kVA/AMPS:---/--- NO-FES: PANELBOARD SCHEDULE LV2 NEW N BOLT -ON ® NORMAL ■ SINGLE PANEL EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 WIRE 65 kAIC 200 AMPS INDOOR N M.C.B. ❑SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED IDENTIFICATION LOAD (AMPS) C.B. AdoiAMP � CKT. N0. CKT. N0. - O C.B. AMP LOAD (AMPS) IDENTIFICATION A� E30 Co RECEPT 6 20 1 1 2 1 20 -- - RECEPF 20 1 3 4 1 20 -- - RECEPT 20 1 5 6 1 20RECEPT 20 1 7 8 1 20RECEPT jt6 20 1 9 10 1 20PROJECTOR 20 1 11 12 1 20RECEPT 20 1 13 14 1 20 -- - SCSREEN 6 20 1 15 16 1 20 -- - RECEPT 6 20 1 17 18 1 20 -- - RECEPT 6 20 1 19 20 1 20 -- - LICH TS l U 20 1 21 22 1 20 -- - LIGHTS 10 20 1 23 24 1 20 -- - LIGHTS 10 20 1 25 26 1 20 -- - - 20 1 27 28 1 20 -- - 20 1 29 30 1 20 -- - 20 1 31 32 1 20 -- - 20 1 33 34 1 20 -- - 20 1 35 35 1 20 -- - 20 1 37 38 3 20 -- SURGE PROTECTION _ 20 1 39 40 ^ -- _ 20 1 41 42 - SUBTOTAL AMPS 3h 28 28 -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANELBOARD SCHEDULE LV3 NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 WIRE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ IDENTIFICATION LOAD (AMPS) C.B. A� BU Co AMP LJ CL CKT. N0. CKT. N0, � -i a_ C.B. AMP LOAD (AMPS) IDENTIFICATION Avg B� CO WATER COOLER 6 20 1 1 2 1 20 6 RECEPT TRACK LIGHT 10 20 1 3 4 1 20 6 RECEPT TRACK LIGHT 10 20 1 5 6 1 20 6 RECEPT TRACK LIGHT lU 20 1 7 8 1 20 6 RECEPT RECEPT 6 20 1 9 10 1 20 6 RECEPT RECEPT 6 20 1 11 12 1 20 10 TRACK LIGHT RECEPF 6 20 1 13 14 1 20 6 RECEPT RECEPT 6 20 1 15 16 1 20 10 TRACK LIGHT RECEPT 6 20 1 17 18 1 20 6 RECEPT COPIER 10 20 1 19 20 1 20 6 RECEPT COPIER 10 20 1 21 22 1 20 6 RECEPT RECEPT 6 20 1 23 24 1 20 6 RECEPT RECEPT 6 20 1 25 26 1 20 6 RECEPT RECEPT 6 20 1 27 28 1 20 6 RECEPT RECEPT 6 20 1 29 30 1 20 6 RECEPT PROJECTOR 6 20 1 31 32 1 20 6 RECEPT RECEPT 6 20 1 33 34 1 20 6 RECEPT RECEPT 6 20 1 35 36 1 20 6 RECEPT RECEPT 6 20 1 37 38 3 20 -- SURGE PROTECTION RECEPT 6 20 1 39 40 -- RECEPT 8 20 1 41 42 ^ -- SUBTOTAL AMPS 50 50 48NN� 30 40 40 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 80 MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: 90 TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: 88 TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANELBOARD SCHEDULE LV4 NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 'PARE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ IDENTIFICATION LOAD (AMPS) C.B. AO 80 CO AMP � 0- CKT. N0. CKT. N0. 0 a C.B. AMP LOAD (AMPS) IDENTIFICATION AO Bo Co RECEPT 6 20 1 1 2 1 20 -- RECEPT 6 20 1 3 4 1 20 -- RECEPT 6 20 1 5 6 1 20 -- RECEPT 6 20 1 7 8 1 20 -- RECEPT 6 20 1 9 10 1 20 -- RECEPT 6 20 1 11 12 1 20 -- RECEPT 6 20 1 13 14 1 20 -- WATER COOLER 6 20 1 15 16 1 20 -- RECEPT 6 20 1 17 18 1 20 -- 20 1 19 20 1 20 -- 20 1 21 22 1 20 -- 20 1 23 24 1 20 -- 20 1 25 26 1 20 -- 20 1 27 28 1 20 -- 20 1 29 30 1 20 -- 20 1 31 32 1 1 20 -- 20 1 33 34 1 20 -- 20 1 35 1 36 1 20 -- 20 1 37 38 3 20 -- SURGE PROTECTION 20 1 39 40 20 1 41 42 ^ -- SUBTOTAL AMPS 18 18 1 18 -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 18 MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: 18 TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: 18 TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANELBOARD SCHEDULE LV5 NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 HARE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ LOAD (AMPS) C.B. IDENTIFICATION AMP A� B� Go AMP ' o CKT. NO. CKT. N0. ' O CL C.B. AMP LOAD (AMPS) IDENTIFICATION AO BO CO 20 1 1 2 1 20 6 RECEPT 20 1 3 4 1 20 6 RECEPT 20 1 5 6 1 20 6 RECEPT 20 1 7 8 1 20 6 RECEPT 20 1 9 10 1 20 6 RECEPT 20 1 11 12 1 20 6 RECEPT 20 1 13 14 1 20 6 RECEPT 20 1 15 16 1 1 20 6 RECEPT 20 1 17 18 1 20 6 RECEPT 20 1 19 20 1 20 -- 20 1 21 22 1 20 -- 20 1 23 24 1 20 -- 20 1 25 26 1 20 -- 20 1 27 28 1 20 -- 20 1 29 30 1 20 -- 20 1 31 32 1 20 -- 20 1 33 34 1 20 -- 20 1 35 36 1 20 -- 20 1 37 38 3 20 -- SURGE PROTECTION 20 1 39 40 ^ ^ -- 20 1 41 42 -- SUBTOTAL AMPS -- -- -- 18 18 18 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 18 MAXIMUM CONNECTION PHASE AMPS: 18 TOTAL AMPS "B" PHASE: 18 TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: 18 TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANELBOARD SCHEDULE HV-1 NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 277 480 VOLTS 3 0 4 'PARE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ IDENTIFICATION LOAD (AMPS) C.B.bi A� Bo Co AMP o CL CKT. CKT. CKT. N0. o CL C.B. AMP LOAD (AMPS) IDENTIFICATION A� B� C� WHATER HEATER 10 20 3 1 2 3 40 10 RTU 10 10 3 4 „ 10 10 ^ ^ 5 6 „ „ 10 RTU 11 20 30 3 7 8 3 30 -- RTU-9 20 ^ 9 10 -- „ 20 " „ 11 12 „ „ -- FANS 2 20 1 13 14 3 30 -- RTU -8 LIGHTS 4 20 1 15 16 -- " LIGHTS 4 20 1 17 18 LIGHTS 4 20 1 19 20 1 20 4 LIGHTS LIGHTS 4 20 1 21 22 2 30 16 LIGHTS LIGHTS 4 20 1 23 24 16 " LIGHTS 4 20 1 25 26 2 30 16 LIGHTS LIGHTS 4 20 1 27 28 LIGHTS 4 20 1 29 30 2 30 16 LIGHTS LIGHTS 4 20 1 31 32 ., 16 LIGHTS 4 20 1 33 34 1 20 -- - LIGHTS 4 20 1 35 36 1 20 -- - LIGHTS 4 20 1 37 38 3 20 -- SURGE PROTECTION LIGHTS 4 20 1 39 40 -- " LIGHTS 4 20 1 41 42 SUBTOTAL AMPS -- -- -- -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- "TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:---/--- NOTES: PANELBOARD SCHEDULE DIMMER NEW ®BOLT -ON ® NORMAL ® SINGLE PANEL EXI` TINO ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS TYPE: SQ-D 3 0 4 WIRE 65 kAIC 200 AMPS INDOOR M M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. 0 RECESSED ■ IDENTIFICATION DIMMER 1 DIMMER 2 DIMMER 3 DIMMER 4 DIMMER 5 DIMMER 6 DIMMER 7 DIMMER 8 DIMMER 9 DIMMER 10 DIMMER 11 DIMMER 12 DIMMER 13 DIMMER 14 IDENTIFICATION mmmommm_ mo©oom m m ®' '1 00A0®M ®` m0®mOm ' M mm�mmmmm m ®- i'IAO®®Omm" ®_ mommo mm m m0®MOmm � : •mammnm m SURGE PROTECTION SUBTOTAL AMPS 160 160 160 TOTAL AMPS "A" PHASE: 60 TOTAL AMPS "B" PHASE: 60 TOTAL AMPS "C" PHASE: 60 NOTES: -- I - I -- I SUBTOTAL AMPS MAXIMUM CONNECTION PHASE AMPS: 60 TOTAL CONNECTED kVA: --- TOTAL DEMAND kVA/AMPS:---/--- PANELBOARD SCHEDULE HV NEW ■ BOLT -ON ■ NORMAL ■ SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 277/480 VOLTS 3 0 4 WIRE 65 kAIC 1200 AMPS INDOOR s M.C.B. ❑SHUNT -TRIP ❑ SURFACE ❑ -TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. ■ RECESSED ■ LOAD (AMPS) C.B. IDENTIFICATION AMP A� Bb Co CKT. N0. CKT. NO. w a. C.B. AMP LOAD (AMPS) IDENTIFICATION A� 8� Cd RTU-6 10 60 3 1 2 3 60 10 RTU 5 10 „ 3 4 „ 1p 10 „ „ 5 6 „ „ 10 RTU-7 20 60 3 7 8 3 70 -- RTU-1 9 10 20 ^ ^ 11 12 FIV-1 150 200 3 13 14 3 70 -- RTU -2 150 ^ 15 16 ° -- 150 ^ 17 18 HV-2 130 150 3 19 20 3 350 180 225 KVA 'TRANSFORMER " 130 ^ 21 22 " 130 23 24 FIV-3 75 150 3 25 26 65 ^ ^ 27 28 " 61 " 29 30 20 1 31 32 20 1 33 34 1 20 -- - 20 1 35 36 1 20 -- - 20 1 37 38 3 20 -- SURGE PROTECTION 20 1 39 40 1 LU 1 41 42 SUBTOTAL AMPS -- -- --mom -- -- -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS:_ NOTES: PANELBOARD SCHEDULE HV-2 NEW ■ BOLT -ON ■ NORMAL ® SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 277 480 VOLTS 3 0 4 WIRE 65 kAIC 200 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.U. 0 RECESSED IDENTIFICATION LOAD (AMPS) C g AO BUS CO AMP CKT. NO. CK T. NO. w O CL C.B. AMP LOAD (AMPS) IDENTIFICATION AUK 130 CO WHATER HEATER 10 20 1 1 1 2 3 40 10 RTU 3 LIGHTS 16 16 30 1 3 4 ^ ^ 10 LIGHTS 30 1 5 6 ^ ^ 10 " LIGHTS 16 16 30 1 7 8 3 30 -- RTU-4 LIGHTS 20 1 9 10 LIGHTS 4 20 1 11 12 ^ -- LIGHTS 4 20 1 13 14 1 20 4 LIGHTS LIGHTS 4 4 20 1 15 16 1 20 4 LIGHTS LIGHTS 20 1 17 18 1 20 4 LIGHTS FAN 4 20 1 19 20 1 20 4 LIGHTS LIGHTS 4 20 1 21 22 1 20 8 SITE LIGHTS LIGHTS 4 20 1 23 24 1 20 8 SITE LIGHTS LIGHTS 4 20 1 25 26 1 20 8 SITE LIGHTS LIGHTS r 4 20 1 27 28 1 20 8 SITE LIGHTS LIGHTS 4 20 1 29 30 1 20 LIGHTS 4 20 1 31 32 1 20 LIGHTS 4 20 1 33 34 1 20 LIGHTS 4 20 1 35 36 1 20 LIGHTS 4 20 1 37 38 3 20 -- SURGE PROTECTION LIGHTS 4 20 1 39 40 ^ -- LIGHTS 4 20 1 41 42 " SUBTOTAL AMPS -- -- -- -- I -- I -- SUBTOTAL AMPS TOTAL AMPS "A" PHASE: --- MAXIMUM CONNECTION PHASE AMPS: --- TOTAL AMPS "B" PHASE: --- TOTAL CONNECTED kVA: --- TOTAL AMPS "C" PHASE: --- TOTAL DEMAND kVA/AMPS: ---/- NOTES: PANELBOARD SCHEDULE HV-3 NEW ®BOUT -ON ® NORMAL ® SINGLE PANEL IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ PANELBOARD SCHEDULE LV NEW ® BOLT -ON ® NORMAL ® SINGLE PANEL ■ EXISTING ❑ PLUG-IN ❑ EMERGENCY ❑ DOUBLE PANEL ❑ 120/208 VOLTS 3 0 4 SPARE 65 kAIC 800 AMPS INDOOR ■ M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA i OUTDOOR ❑ M.L.O. ■ RECESSED e IDENTIFICATION LOAD (AMPS) C.B. AO BSA C� AMP a. CKT. N0. CKT. NO. ui o � C.B. LOAD (AMPS) AMP IDENTIFICATION Ash B� C� PNL LV1 76 150 3 1 1 2 3 150 80 PNL LV-3 76 „ „ 3 4 76 „ 5 6 „ 88 PNL LV-2 50 150 3 7 8 3 150 40 PNL LV-4 50 " 9 10 ^ ^ 40 50 " 11 12 40 20 1 13 14 3 150 30 PNL LV-5 20 1 15 16 30 20 1 17 18 30 " 20 1 19 20 3 125 60 DIMMER PNL 20 1 21 22 6U " 20 1 23 24 20 1 25 26 20 1 27 28 ^ 20 1 29 30 20 1 31 32 ^ ^ 20 1 33 34 1 20 -- 20 1 35 36 1 20 -- 20 1 37 38 3 20 -- SURGE PROTECTION 20 1 39 40 -- 20 1 41 42 ^ -- SUBTOTAL AMPS 126 1 126 126 210 210 210 SUBTOTAL AMPS TOTAL AMPS "A" PHASE: 336 MAXIMUM CONNECTION PHASE AMPS: 336 TOTAL AMPS "B" PHASE: 336 TOTAL CONNECTED kVA: 150 TOTAL AMPS "C" PHASE: 336 TOTAL DEMAND kVA/AMPS: 150 / 416 NOTES: EXISTING ❑ PLUQ- 277 480 VOLTS 3 0 4 WIRE 65 kAIC 200 AMPS INDOOR ® M.C.B. ❑ SHUNT -TRIP ❑ SURFACE ❑ TYPE: SQ-D LOCATION: ----- NEMA 1 OUTDOOR ❑ M.L.O. 0 RECESSED IDENTIFICATION LOAD (AMPS) C.B. AO B� C� AMP ' O 0 CKT. NO. CKT. NO. u O a- C.B. AMP LOAD (AMPS) IDENTIFICATION A� BO Co FANS 10 20 3 1 2 1 20 10 ^ 3 4 1 20 10 ^ 5 6 1 20 LIGHTS 15 30 3 7 8 1 20 LIGHTS 15 9 10 1 20 LIGHTS 15 ^ 11 12 1 20 LIGHTS 15 20 1 13 14 1 20 -- LIGHTS 15 20 1 15 16 1 20 -- LIGHTS 15 20 1 17 18 1 20 -- LIGHTS 15 20 1 19 20 1 20 LIGHTS 15 20 1 21 22 1 20 LIGHTS 15 20 1 23 24 1 20 LIGHTS 15 20 1 25 26 1 20 RESTROOM 4 20 1 27 28 1 20 OUTSIDE LIGHTS 6 20 1 29 30 1 20 OUTSIDE LIGHTS 6 20 1 31 32 1 20 OUTSIDE LIGHTS 6 20 1 33 34 1 20 -- 20 1 35 36 1 20 -- 20 1 37 38 3 20 -- SURGE PROTECTION 20 1 39 40 ^ -- 20 1 41 42 SUBTOTAL AMPS 1 75 1 65 161 TOTAL AMPS "A" PHASE: 75 'TOTAL AMPS "B" PHASE: --- "TOTAL AMPS "C" PHASE: --- NOTES: -- I -- I -- I SUBTOTAL AMPS MAXIMUM CONNECTION PHASE AMPS: --- TOTAL CONNECTED kVA: --- TOTAL DEMAND kVA/AMPS: ---/- L U_ GYJ cD N � T ✓ b ,� o cn cyD U2 p+ cl) 00 LZ �Q j 6- o Q iLo CYJ � O zi co cq 'd Q �o H p°z a g� Q z 0 Q 1 Y- ILL 0 O O o O z ci -A Lli U- EL z W v 01 O Lu z75 O Z < Q LL Ll F O O O O � m CV U m 0 co z Y LLJ Lu 1 U L11 O Q W W Q In( = Z o CL o U cn i PNL D, 1 _3 PNL A, 9,11 N NOTE ROOF MOUNTED PHOTO -ELECTRIC CONTROL UNIT WITH OUTLET BOX AND FACE PLATE. TORK CAT.# 2101, OR EQUIVALENT, FOR 240 OR 277 VOLT CONTROL CIRCUITS. S.P.S.T. TIME SWITCH TC-1 RESERVE POWER FEATURE NEMA 3R ENCLOSURE_ AND CLOCK MOTOR OF VOLTAGE COMPATIBLE WITH CONTROL CIRCUIT. TORK #W220L, OR EQUIVALENT, FOR 240V OR 277V. C CONTACTOR C-1 LOCATED IN NEMA 3R ENCLOSURE. 2 AMP SQ-D #SMG SERIES WITH CONTROL RELAY FUSE CRK-1 3 # 8 COPPER WIRE IN 1" CONDUIT i I I CRK-2 3 # 8 COPPER WIRE IN 1" CONDUIT N CONTACTOR DETAIL - NOT TO SCALE PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER THIS APPLICATION. PROVIDE MINIMUM OF 2 ADDITINAL/SPARE CONTACTS FOR FUTURE USE. TE E CH T N G LEGEND 5YM. LIGHT- TYPE • SITE LIGHT FULL CUT OFF �• WALL PACK F FULL CUT OFF 'EDITE PLAN 0 TE S SPEGIRIGATIONS LITHONIA LIGHTING KVS1-100S R5 277 WITH SPIDER BRACKET LITHONIA LIGHTING WFL2-15OS-277 0 ARE PRELIMINARY. VERIFY EXACT LOCATIONS WITH LOCAL UTILITY. 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Q •e .;? t2 / � Y / 1;1 / t$ / t& 4 t$ / �3 / t3 A / 0,9 / 0. 24 'En'ineering Consultants Jr10620 Spring Buck Trail Orlando, Florida 32625 f 7 797-7799 phone M7 243-6774 fax CID 0cq QD rrryry � V1 O a � � w •� i nJ o r��, co V) Ox 43 L_ 0 0 CD Q CC$ r� c> y--I 0 'U cq a) O 4.)o �Q 0� oz 'p U z 0 Q , L!� Q 0� Q O_ ly W 0 W z VO o 0� r� V J L 1 A c� 1 Ham- LL 0 0 j m Um Z 0 LU O Q W W TE PLAN ELECTRICAL C-;ENI=RAL PROVISION PART I - GENERAL A. GENERAL CONDITIONS AND REQUIREMENT5: This work Is subject to the General Conditions and the General Requirements bound therein. The following codes and regulations (latest version) shall govern the extent and Installation of electrical work unless more stringent requirements are shown on the drawings or specified herein: a) National Electric Code b) National Fire Protection Association Standards (NFPA) c) Underwriters Laboratories, Inc (UL) d) National Electrical Manufacturers Association (NEMA) e) Applicable Local and State Bullding Codes B. SCOPE: I. The work of this division consists of Furnishing all plant labor, equipment, supervision, appliance, materials and performing all operations required to complete ate all ite ms of wor k In accordan ce ce with these apociFlcations, applicable drawings and all other applicable portions of the complete contract documents. 2. The work provided under this Division shall Include all labor, materials, permits, inspections and re -inspection Fees, tools, equipment, transportation, Insurance, temporary protection, temporary lighting, supervision and incidental items essential for proper installation and operation, even though not specifically mentioned or Indicated but which are usually provided or are essential for proper installation and operation of all electrical systems as indicated In the contract documents. C. SUBSTITUTIONS/APPROVED EGZUAL: I. Provide only UL labeled products (where applicable) of types Indicated. All materials shall be new and in perfect condition. Notwithstanding any reference In these drawings to any article, device, product, material, Form or type of construction by name, make or catalog number, such references shall be Interpreted as establlahing a standard of quality and shall not be construed as limiting condition. The contractor In such cases may at his option uae any article, device, product, material, form or type of construction which In the judgement of the Architect/Englneer, expressed in writing, Is equal to that specified. 2. Cost savings shall be forwarded to the owner. D. FEES, PERMITS AND REGULATIONS: 1. Conform to all governing codes, ordinances or regulations of city, county, and state having jurisdiction. Where local codes are not applicable, conform to National Electric Code, latest revision. 2. Did work to conform to code at no additional expense to Owner. E. CONTRACTOR'S RESPON5I15ILITIE5: I. Coordinate work with other trades, power and telephone companlea. 2. Coordinate work schedule and material delivery. 3. Provide a competent superintendent in charge of work at all time. Replace superintendent not deemed competent by Architect. Do not withdraw or change superintendent without prior approval of Architect. 4. Provide qualified mechanics. Install materials and equipment in neat, workmanlike manner. Remove and replace any material or equipment, which Is improperly Installed, or damaged In the opinion of the Architect, at contractor75 expense. 5. Examine work of others. Notify Architect Immediately in writing if any condition exists which will prevent satleFactory Installation of materials or equipment. Starting of work without notification indicates acceptance and subsequent changes required will be at contractor's expense. 6. The integrity of Fire -rated partitions shall be maintained around penetrating electrical elements. Fire -rated sealant, sleeves, escutcheons and similar units shall be provided where required by referenced codes and authorities having jurisdiction. F. INTERPRETATION OF DRAWINGS I. The Drawings are diagrammatic and are not Intended to show exact locations OF conduit runs, outlet boxes, junction boxes, pull boxes, etc. The locations of equipment, appliances, Fixtures, conduit, outlets, boxes and similar devices shown on the Drawings are approximate only. Exact locations shall be as accepted by the Engineer during construction. Obtain In the Field all in Formation relevant to the placing of electrical work and In case of interference with other work, proceed as directed by the Engineer and provide all labor and materials necessary to complete the work In an acceptable manner. 2. Notify Archltect/Engineer or any discrepancies found during construction OF the project and do not proceed with that portion of the project, until a written deFinitfve statement is received providing clear direction. If a conflict exists between the contract documents and any applicable code or standard, the moat stringent requirement shall be included for this project. The Engineer shall make the decision regarding questionable areas OF conflict. 3. Compare all drawings and verify figures before laying out work and 'be responsible for any errors which might have been avoided thereby Special notice shall be taken of code required electrical clearance and Architect shall be notified immediately of discrepancies. 4. When measurements are affected by conditions already established, contractor to take measurements notwithstanding giving scale or figure dimensions on drawings. G. SERVICE AND METERING I. Company: The utility company serving this project, which will be referred to as the Utility Company herein. 2. -Service: Make all arrangements with the Utility Company for obtaining a complete service. Pay all charges and provide all labor and material for the service. Service shall be obtained at 211/450 volts from the Utility Company. Provide underground cables and conduits for Incoming services From the utility75 pad mounted transformer to distribution equipment. Install meter socket, and provide CT cabint and wiring. 3. Fees: Contact the Utility Company to determine if any fees, charges or Coate will be due the Company, as required For temporary power, permanent power, Installations, hook-upa, etc. This Fee, charge or cost shall be Included In the bid price. 4. Payment: Pay For all required licensea, fees and inspections. Include all costs In the proposed construction cost submission. These costs shall Include but not be limited to all -applicable taxes, permits, necessary notices, certificates and all costs required to obtain It. H. CUTTING AND PATCHING The electrical contractor shall coordinate all opening requirements with the general contractor. General contractor shall provide all openings and close it. IF General contractor Is not property informed this division will provide Openings at hie own expense. Cutting of steel, wood or other main structural parts must be approved by Architect prior to cutting. I. HANDLING OF MATERIALS AND EQUIPMENT I. Receive, house, handle and deliver to proper location, materials and equipment. 2. Protect from damage, moisture, dirt, debris and work of other trades. Use OF paper, cardboard, other Flimay material will not be permitted. Replace or reFlnieh marked or damaged surfacea to satisfaction of Architect/Engineer. J. CLEAN UP 1. Keep premises free From accumulatlons of waste material or rubbish. a. Leave premises and work in clean, orderly condition acceptable to Architect/Engineer. b. Clean all materials and equipment of dirt, dust, paint, spots, stains, soil marks, etc. Any material in lose that new condition will be replaced at Contractor7s expense. K LAt3EL5 I. Provide for all equipment, apparatus, disconnect and remote control switches, etc., rigid, laminated, phonemic labels, white with black core, self adhesive back Tape labels or adhesive not permitted. 2. Specific equipment (l,e, Electrical panels and equipment) shall be identified with one inch high, 3-inche5 long, 1/16-inch thick label with 1/4 -[rich letters. L. AS BUILT DRAWNGS 1. During progress of work, keep one set of prints or job showing any changes From original plane. 2. Upon completion of work± Furnish Arch Itect/Englneer with clean set of legible and accurately marked prints indicating all changes from original plane, M. GURANTEE AND SERVICE I. Contractor and manufacturer to guarantee equipment For one (1) year after Final acceptance 2. Contractor to grantee material and workmanship For one (1) year after final acceptance and replace any defects without expense to Owner. Furnish service for one (1) year after acceptance. Service to Include lubrication, cleaning necessary adjustments and/or replacements, preventative maintenance, etc. 3. Light bulb replacement limited to 30 days. N. SUBMITTALS 1. Within five (5) days after award of contract the contractor shall order and schedule delivery of all materials and equipment concerned with this portion of the work Within ten (10) days after award of contract submit to Engineer, In quadruplicate, a statement of confirmation listing equipment supplier, date ordered and delivery date. Ukiere choice of manufacturer is given to the contractor, list the one ordered. The following items must be Included In submittal letter: Panels, switchboard, disconnects, starters, wire, conduit, electric metallic tubing, outlet boxes, devices, plates, plastic name plates, special purpose equipment and lighting Fixtures. 2. Shop drawinga to be submitted no later than Forty-five (45) days after award of Contract and prior to Installation of material requiring approval. Shop drawings are to be submitted complete through the general contractor at one time. Intermittent or Incomplete submittals will not be considered. Material or equipment requiring ehope drawings approval is not to be Installed on project until approved shop drawings have been returned by the Architect/Engineer. 0. INSPECTIONS I. During the progreea of the work the Engineer, or Owner's Representative, will make observations at the site to determine conformation of work with plans, specifications and intent thereof. Deficiencies, violations and incorrect workmanship or materials and equipment and corrective action therefore will be brought to the attention of the contractor, for his immediate remedial action. P. INTERRUPTION OF EXISTING SERVICE 1. 40 hours advance notice is required For outages on feeder and branch circuit considered vital to operation by Owner, Contractor shall request such outage, with anticipated duration thereof, in writing From Owner and shall obtain Owner's permission therefore. Q. 5AMPLES 1. Phyalcal aamples of material and equipment proposed For installation on this project shall be submitted to Architect/Engineer upon request. 2_ Samples shall be submitted through the General Contractor with all ehipping and handling charges prepaid. Any expense Incurred In securinci, delivery and return of samples is responal'ollity of Contractor. Samples ;Hall be delivered to location designated by Architect/Engineer. Identify sample with ahlpping tag, wired in place, containing the Following Information: a. Name of Project. b. Name of Contractor. c. Specification section number covering sample. d. Manufacturer?; name and catalog number. e. Date submitted. 3. Samples shall remain the possession of Contractor except as Follows: a. Approved samples, without physical damage, may be Installed on the project. b. Samplea not called for within 14 days after notification will be disposed of by the Architect/Engineer. R SPARE PARTS AND TOOLS 1. Furnish to the Owner, and obtain receipt For it, the Following: a. one set of fuses For each size and types Installed on project, Including relays for magnetic starters. b. rwo ke�j ; each For panel locks, weatherproof outlets, padlocke, terminal cabinets, etc. c. -Special toole For Fixtures, panels, Fire alarm system, tamperproof screws, etc. All Items to be Identified. 5. FINAL INSPECTION AND TESTS I. As precedent to final inspection and acceptance the Contractor sha a. Have all previously listed defects corrected. b. Complete all work C. 'feet all systems and have data on such teat d. Have all directories, labels and inatructlone. e. Compiled with applicable paragraphs of this section. 2. Furnish adequate mechanics and 'personnel to operate systems, make adjustments, and aselat with final inspection as directed by Architect/Engineer. ELECTRICAL WORK PART 1 - PRODUCTS A Conduit: Conduit shall be provided as Follow, unless otherwise noted. - Electrical Metallic Tubing (EMT): provide in stud and 'hollow maeonry walls, above suspended and Furred ceiling, and exposed in dry locations. Maximum ID shall be 21@. All fitting shall be steel compression type. Rigid conduit and electric metallic tubing as manufactured by one of the Following (or approved equal): a) ARMCO, b) Republic Steel, c) Triangle Conduit and Wire company, d) K Porter Company, e) Steel City, 0 Wheatland Tube. Flexible Metal Conduit: Provide For connections From junction 'box to light Fixture in acceealble ceilings, (Maximum run length of 6=-O-w) and all termination to equipment subject to vibration. (Maximum run length of 4=-Ot'). All Fittings shall be Appleton A5TQ series or approved equal. Llquld-tight shall be used in damp or wet locations and for equipment containing liquids. All Fittings shall be O.Z. Gedney AKCw series or approved equal. Plastic conduit as manufactured by one of the Following: a. Carlon Plastic Products Corp. b) Cantex Plastic Products c) Hatfield Wire and Cable Company. A nylon pull wire shall be Installed In all empty condulta. Identify Intended use at both ends. B. COUPLINGS AND CONNECTORS: 1. Couplings and connector manufactured by one of the Following (or approved equal): a) Appleton Electric Company, b) RACO c), Steel City C. OUTLET BOXES: 1. Galvanized, stamped steel, 4-Inche5 square by 1-1/2 Inches deep minimum size for wall outlets, manufactured by, a) Appleton Electric Company, b) RACE All Steel Equipment, c) Steel City 2. Floor Boxes: Hubbell 08-253(o with 5-3182 braes carpet Flange and S-3925 Flap type cover For duplex receptacle. D. PANELBOARDS: 1. Square-D, General Electric or Weatinghouee E. WIRE: 1. Wire for this project as manufactured by one of the Following: a) Anaconda, b) General Cable Company, c) Hatfield Wire and Cable, d) Reynolds Metal Company, e) Simplex Wire and Cable, F) Triangle Conduit and Wire Company or approved equal F. WIRING DEVICES: I. Single Pole Switch (arrow hart 01991, Hubbell 01221, Pass and Seymour "20AC 1). 2. Three way switch (Hubbell 01223, Arrow Hart 01993, Pass and Seymour *20AC). 3. Receptacle, Duplex (Hubbell 05262, Arrow Hart 05262). 4. Receptacle GFI (Arrow Hart GF5242-1 with 4501 cover, Hubbell GF5262-1 with WP-26 cover) PART 2 5 EXCECUTION GROUNDING I. Provide equipment ground eyetem In accordance with National Electric Code Article 250. a. All branch circuit raceway contain minimum one no. 12 AU*, type TW, green coded ground wire. b. Ground conductor For panel Feeder and 'branch circuits with over current protection rated more then 20 amperes size. c. All fixtures, receptacles, switches bonded to grounding system. d. Green coded ground continuous From service entrance and in addition to neutral (1) Neutral not used as ground for equipment. Equipment ground bonded to neutral at main service entrance only. (2) Green coded ground conductors terminated under equipment ground bar of panels. RACEWAYS: I. Provide all raceways For all systems. Raceway locations shown are diagrammatic, unless specifically noted, and govern obstructions. Exposed raceways run in neat manner acceptable to Architect. Raceways supported using conduit clamps support or hold raceways In place. a. Raceways Imbedded In earth, In concrete, in damp or wet locations hot dipped galvanized rigid, heavy wall, threaded non-metallic, high impact direct burial type II, PVC, where permltted by codes. b. Raceways In wall or Furred ceiling to be electric metallic tubing c. Rigid steel conduit used For exposed exterior raceways. 2. Raceways reamed smooth after cutting and/or threading. 3. Rigid steel, threaded conduits and Schedule 40 PVC to have double locknuts and O.Z. Type B bushin2- 4. Electric metallic tubing coupling and connectors machined steel, set screw type. Connectors have Insulated, Integral plastic bushing. 5. Connections to motors and vibrating equipment made with sufficient flexible conduit so vibration Is not tr ahem( tted to a. Use flexible, non-metallic, liquid -tight conduit, UL approved, for motor connections. b. Flexible conduit not used For fixture connections, except recessed or lay -In type Fixtures. C. Minimum size 1/2-Inch. 6. Steel elbows and conduits to be used when rising from below floor on surface of walls except for low voltage raceways 1. Low voltage raceways (systems operating at 10 volts or below) Type 4 Polyvinyl chloride, UL Formula non-metallic a. Low voltage raceways to have Tomic Serlea 600 plastic bushing at all term Ina ►a. b. Nylon pull cord, 5W pound test minimum, left in all raceways, in which conductors are not Installed_ OUTLET BOXES: I. Except as noted otherwise, all outlets located as follows: (measured from Finished Floor level to bottom of box): a. Switches --------------- 48' to operable part b. Receptacles ------------ 15' c. Wall Telephones -------- 45' 2. Provide required outlets, switch, pull and junction boxes of suitable type For mounting Indicated. Boxea shall be galvanized steel, not less then 41@ square and 1-1/2g deep unless otherwise Indicated. Boxea shall be secure to structure Independent of conduit supports. Plaster rings shall be provided for recessed unite. 3. Contractor shall coordinate locations of units Indicated on electrical drawings with actual locations established by architect or Mechanical contractor For clarification before preceding with installation PANEUOARDS (SHOP DRAWINGS REQUIRED): I. Branch circuit panel boards circuit breaker type with bolt -on breakers dead front, locking door, Flush lock master keyed. 2. Breakers clearly numbered. Where spaces are called For, provide hardware required For future installation of breakers. Bua and hard ware braced for interrupting Capacity or largest breaker in panels interrupting rating ae shown on drawings. 3. Provide type circuit directory under transparent shield, on inside of cover of each panel board. Directory to accurately list circuit number, location, type of outlets Indicate controlled and connected load on circuit 4. Provide laminated, field plastic label below directory worded as follows: Installed by (Name of the contractor) (Year) 5. Provide each panel board with green coded ground bar, not connected to neutral, for green equipment ground wires. Back bar to have minimum capacity of II terminal with aolderlesa box lugs for wire size 12 minimum to 04 maximum. Locate bar adjacent to neutral bar, bolt or weld to panel can. 6. Provide plastic label listing panel designation, voltage and phase on inside of panel cover above directory. E. DISCONNECT SWITCHES (SHOP DRAWINGS REQUIRED): I. Provide disconnect switches, fused and non -fused as required by codes. a. Switches NENA rated duty, Fed. Spec. W-5-505C b. Rated 240 volts For 205 volt ayatem, and 600 volts for 4&0 volt system. 2. Each motor, remote from panel location, to have non -fused disconnect switch or breaker within aight of motor location. Safety switches same manufacturer as branch circuit panelboarde. Exterior switch NEMA 3R, F. BRANCH CIRCUIT WIRING: I. Conductors to be copper. No wire smaller than Number 12ALLU any branch circuit 2. Conductor Insulation, unless otherwise noted, Type THW, insulation coded as Follows: a. 120/208 Volt System: (1) Phase A, black (2) Phase 8, red (3) Neutral, white (4) Neutral, white (5) Travelers, purple (C6) Ground, green b. 211/450 volt system (1) phase A, Yellow (2) Phase B, orange (3) Phase C, brown (4) Neutral, gray (5) Travelers, 3 way, pink (6) Ground, green 3. Same color Insulation for particular phase or part of circuit run with same color throughout job. Color code integral part of Insulation. Painted or taped conductors not accepted except as follows: a. Wire sized no. I and larger may be color coded by wrapping with 3m tape (No. 35) for entire length of exposed area In gutters, panel cans, switchboards, or wireways. 4. Splices or joints In conductors mechanically and electrically sound, made In outlet boxes only, except ballast connection. All joint made using type Y, G, R, B scotch -lock connectors only. a. At each outlet, loop of wire 8-inches long left For connection to device. b. Fluorescent Fixture wiring to confirm to National Electric Code, Article 410-24± use THHN insulation. 5. Outlets connected as Indicated on plane, altering circuits not permitted without written approval of Engineer. 6. All branch circuit and Feeder raceways contain green coded, TW, ground wire In addition to other conductors. G. WIRING DEVICES (SHOP DRAWINGS REQUIRED): 1. Provide all wiring devices Indicated on plane. Color of device selected by Architect at time of Submittal. H. DEVICE PLATES (SHOP DRAWINGS REQUIRED): I. Wiring devices to have type 302 atainlesa plate as required by device. Outlet without devices, except telephone, to have blank plate. Plates hold In place by oval head, stainless steel screws, matching plate by color. FIXTURES (SHOP DRAWINGS REQUIRED): I. Provide Fixtures as 1lateci on fixture schedule, completely wired and lamped where designated on drawings. Correlate support and mounting method with all subcontractors Involved with surrounding surface. a. Fixture support bolted or welded to eupporting surface. 2. Florescent Fixture ballast CBM certified, sound rating A with automatic thermal reset. Jefferson, Advance, Sala or approved equal energy saving type. J. Lamps: Provide new lamps in accordance with the following: a. Fluorescent: 3500K/TS/Octron b. Incandescent: Inside Frosted with a minimum rating of 130 volts c. Low voltage MR-16 medium spot K EXIT LIGHTS (SHOP DRAWINGS REQUIRED): Provide exit light units where Indicated on drawings and In accordance with all local code requirement, Including fire department. L. POWER AND CONTROL WIRING TO EQUIPMENT: I. Provide all electrical power connections to equipment Indicated on plans unless otherwise directed. a. Provide all conduits and wiring from panel to motor terminal. b. Provide all disconnects required and make all power connections In these circuits 2. Control equipment, motor starters, relays, line voltage controls transformer, low voltage controls and devices neceaeary For the operation of heating, air conditioning, ventilation and plumbing system furnished and set In place by respective subcontractor. 3. All control wiring under Division 15 of specifications. M. MOTOR STARTER 1. All motors shall be Furnished and Installed by mechanical and connected by electrical contractor. Electrical contractor shall provide all motors starter not furnished with equipment. N. TELEPHONE SYSTEM: I. Provide all raceways, pull boxes, outlets and terminal 'boards required For system shown. a. Terminate raceways in manner suitable to Telephone Company, in locations shown b. Coordinate entire system with Telephone Company prior to installation c. Grounding as Indicated and/or directed by local Telephone Company SECTION 16120 - Fire Alarm System Part I General: I.I Related Document A. Drawings and general provision of Contract, including General and supplemental Conditions and Division I specification sections, apply to the this and the other sections of Division 16. 12 Work Included A. Provide labor and materials necessary For a complete operational system Including 120V AC power to all parts of equipment whether or not they are shown on this drawings B. Installation wiring shall be suitable for Style 6, signaling and style Y indicating circuits with electrical supervision of short and open conditlons. C. The work covered by this section of the epeciFlcationa includes the furniehing of labor, equipment, materials and performance of operations in connection with the installation of the Fire Alarm System as herein speCIFled. D. Furnish and install a complete Simplex 4010-9101 Fire Alarm System with a voice Evacuation Panelt to be wired, connected and operating In first class conditions. Including a master control panel. All eub-control panels, manual pull stations, automatic fire detectors, relays door holders, audible appliances, 10 Candela strobe lights, remote annunciator, wiring, connections to devices, outlet boxes, junction boxes, and other necessary material For a complete operating system. E. Panels and peripheral devices shall be the standard 'product of a single manufacturer and shall display the manufacturer7e name on each component. 13 Related WORK A. Section 16010 Baelc Electrical Requirement B. Section 16050 - Electrical 13aslc Materials and Methods C. Section 16195 - electrical identification. D. Section 16450 B Electrical System Grounding. E. Section 16650 - Surge Suppreaslon 1.4 Submittals A. Submit shop drawings and product data In accordance with Section 01300. B. Submit complete system schematic and component identification 1.5 Quality Assurance Each item of the Fire Alarm System shall be listed as a product of a fire alarm system manufacturer under the appropriate category by underwriter7a laboratories, Inc. (UL), and at -all be bear the UL label. Control equipment shall be listed under UL category UOJZ as a single control unit. Partial listing shall not be acceptable. The equipment and installation supervision Furnished under this specification shall be provided by a manufacturer who has been engaged in production of this type of equipment For at least Five years and has a fully equipped service organization within Fifty miles of the Installation site. Control equipment shall have transient voltage surge protection device to comply with UL b64 requirements. Install Isolated loop protector that compiles with UL 4915 on Fire wiring PART 2 - PRODUCTS 2.1 Acceptable Manufacturer A. Simplex (Model number used as reference). B. EST (Edwards System Technologies, Inc.) c. Pyrotronics D. Notiffer 22 Fire Alarm Control Panel: A. Provide and install a Simplex 4010-9101 Control Panel with a 4003- 9101 voice Evacuation Control Panel. Construction shall be modular with solid state, microprocessor based electronics. It shall display only that primary controls and displays essential to operation during a fire alarm condition. The display portion of this panel shall contain an aO character LCD display and shall annunciate each addresaable device in plain Engllah (numeric codes are not acceptable) For device type and building location. A local audible device shall sound during Alarm, trouble or supervisory conditlons. This audible device shall sound differently during each condition to dlatinguieh one condition from another without having to view the panel. This audible device an audible feedback (chirp) to ensure that the key has been pressed properly. B. Primary Keys 4 Panel Display: The Control 'panel display shall be back -lit for enhanced readability. So as to conserve battery standby power, display shall not be lit during an AC power Failure unless an alarm condition occurs or there should be keyed activity. 23 Remote annunciator: Where shown on the plane, provide and Install a 4606-9101 L CD annunciator. The annunciator shall match the annunciation portion of he FACP and shall provide alarm and trouble per Initiation device. The enunciator shall communicate to the control panel over one twisted shielded pair of wire and operating power shall be 24 VDC and be Need at the control panel. Point wired annunciator shall not be considered as equal. 2.4 Peripheral Devicea Audible Alarm Appliance: Public mode audible alarm notification appliances shall emit not less than 15 dBA at 10= or more than 130-d5A minimum hearing distance. Private mode audible alarm notiFication appliances shall emit not less than 45 dBA at 10= or more than 130 dBA at minimum hearing distance. Visual Flashing Lamps (Xenon Strobe Candela Minimum): VlauaI-Indicatine appliances shall be compromised of a Xenon Flashing and Is entirely solid state. These devices shall be UL listed and be wall mounted at 80 Inches. Provide 15/15 Candela Strobes In all areas that require 15/51cd application per NFAP-12. Provide 110 Candela Strobes In all areas that require 110cd application per NFPA-12. 2.5 Addressable Device Types: General: The system control panel, over its own two -wire multi -drop channel, shall be capable of communicating with the typea of addressable devices specified below. Devices shall be located as described and Indicated on drawings. Photoelectric Detector: The photoelectric type detector shall be direct connect type, which mounts to a plate, and shall be UL listed. The detectors shall be solid state photoelectric types without any radioactive material. Detectors shall use a pulse Infrared LED light source and be sealed against rear airflow entry. Photoelectric Duct Detector: Shall be supplled with the necessary sampling tube to cover the duct work properly. Supply remote " / teat switch for each duct smoke detector, along with ehut down control relay for each AHU unit. erlrjre�aable thermal detector head: A,.)dreasablz thermal detector heads shall be a combination rate of rise and fixed temperature 035 degree) type, automatically restorable, and shall be UL listed. Addressable pull stations: I. Addressable pull stations shall contain electronics that communicate the 5tation75 status (alarm, normal) to the control panel over two wires, which also provide power to the pull station. The address shall be set on each station. The stations shall be manufactured from high impact red lexan. Lettering shall be raised and painted white. The station shall mechanically latch upon operation and remain so until manually reset by opening with a key common to system locks. 2. The addressable manual station shall be capable of field programming of its address: location on an addressable signaling line circuit. The addressable manual station shall be UL listed. Each station shall be single action. Individual adaptor Module (IAM): adaptor module shall be used for monitoring of non -addressable waterFlow and aprinker supervisory devices. 1. An addressable Interface module ahall'l��provided for interfacing normally open direct contact devices to an addressable'sldnalin,E3 Ilne circuit. 2. IAMs shall be capable of mounting In a standard electric outlet box. This type of addressable device module shall monitor and supervise N/O contact devices as Identified In these specifications. These IAMs shall be communicating the device status (normal, alarm, and trouble) to the control panel. 2.6 Alarm Sequence A. The system alarm operation subsequent to the Visible alarm notification appliances (Xenon Strobes) shall display a continuous pattern until system Is reset. A eupervlsed signal to notify the local fire department or an approved center station shall be sent via an approved digital dialer. To accommodate and Facilitate job site changes, the digital dialer shall be an Integral part of the Fire alarm control panel. An alarm shall be displayed on the panel display. The alarm LED shall flash on the control panel until the alarm has been acknowledged at the control panel. Once acknowledged, this same LED shall latch on. A subsequent alarm recelved from another zone after acknowledged shall Flash the alarm LED on the control panel and the panel display shall show the new alarm information. A pulsing alarm tone shall occur within the control panel until acknowledged. The activation of any system smoke detector shall Initiate an alarm verification operation whereby the panel shall reset the activated detector and wait for a second alarm activatlon. If, within one (1) minute after resetting, a second alarm to reported From the same or any other smoke detector, the system shall process the alarm as described previously. If no second alarm occurs within one minute the system Is to resume normal operation. The alarm verification Is to operate only on smoke alarm detector alarm. Other activated initiating devices shall be processed immediately. The alarm verification operation shall be selectable by device. The control panel shall have the capability to display the number of times a zone has gone Into a verification mode. A. A manual evacuation switch shall be provided to operate, the system alarm notification appliance with a manual switch. other control circuits shall not be activated. A true alarm shall be processed as described previously. B. Activation of an auxiliary bypass switch shall override the automatic functions either selectively or throughout the system. C. Alarm and trouble conditions shall immediately display on the control panel7e Front alphanumeric display. IF more alarms or troubles are in the system, the operator may scroll to display new alarms. 2.l supervision: There shall be Independently supervised and Independently Fused notification appliance circuits for alarm horns and flashing alarm lamps. Disarrangement conditions of any circuit shall not affect the operation of other circuits. The Incoming power to the system shall be supervised eo that any power failure must be audibly and visibly indicated at the control panel and the remote annunciator. A green power on LED shall be displayed continuously while incoming power is present. The system batteries shall be supervised so that a low battery condition or disconnection of the battery shall be audibly and visibly indicated at the control panel. 2.5 Power Requirements: The control panel shall receive 120 VAC power via a dedicated fused disconnect circuit. The system shall be provided with sufficient battery capacity to operate the entire system upon lose of normal 120 VAC power in a normal supervisory mode for a period of sixty hours with 10 minutes of alarm operation at the end of this period. The system shall automatically ` transfer to the standby batteries upon power failure. Circuits requiring system -operating power shall be 24VDG and shall be individually Fused at the control panel. Provide transient voltage surge protection on all ctrcults that leave the building. 2.9 Addressable communications network Communication with addresaable devices: the eystem must provide communication with Initiating and control devices Individually. Each device shall be individually annunciated at the control panel. Annunciation shall include the Following conditions for each point: Alarm t Trouble ± Open ± Short t Ground ± Device fail/or incorrect Device Addressable devicee shall have the capability of being disabled individua Ily. Part 3 Execution 3.1 installation A. Provide and Install the system in accordance with the apecificatlona, applicable codes, manufacturer7a recommendation and in strict compliance with the provision of NEC article 160 A and C, power -limited fire protective signaling circuits or if required may be reclassified as non - power limited and wired In accordance with NEC Article 160 A and B. Upon completion, the contractor shall so certify In writing to the owner and architect. & � L Ca .1 +I" I ,. CO cQ I � .,__4 ;J rd C/) - X4 " O o 44 as N Cn Cll bl) C7 I G rJ ,==i CrD " I . co rJo 00 (Z L_ bk -P L- ' 0 0 � 0 Cd C-) >-0 +u r- i ro ­11. 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