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Home My WebLink About3872 Church St 03-718, 03-719, 03-720 New Construction Cox lumber6-r 3' VTP Wed To 5FI-TIC (61F 6H1=rT 6 or-9) SAWARY RKSER NAGRAM FOR LUMBER STORACE — BLDGG #2 NOT TO SCALF ;o L - IT 3' 2' co J9 TO c?PrTIC (8F� 51 IFIET (o Or S) SAWARY R5ER NAG RAM FOR OFPCE RESTROOMS 5CHENATIC ONLY, NOT TO 5CALE DOMEST'C WATER MSER RUH—NN Co #1 SCHIFMATIC- ONLY, NOT 1-0 5CALF m -7lb- . fly III SIo V AM_ 28 10 PICII'TAIR S-1 PFFT ORLANDO, Fl- 32RO3 6827 ++Iot PI 1011P 407 897 516 1 FAX, 107 897 5161 CELL: 321 6631979 RIAU-: arclisolvo@,gol.com GE11RAL CONTnAcwn5 790 MONROE 10). SANFORD, R 32771 P11407 323 1150 IT 407 323 9301 Mailing Address: P-0. 13(.)X 471360 I.,Af,,rF,, Nj()NjZor,,' f7l,32717..1366 gas LIJ c) 0 �__7 PA IF., 8 OCI MIR 7002 OWN'ti PY: 20017 Of-'[Ocfy 2002 REVIS1011S 4P:'VlSl0ll'3 312' /01 - .3 0WIT-P ff-Y13101,15 I(WL3/0- ROOM VCT I (O Y DESK 107 I u 15'_III - ja REV - WALL: W-1 1 4 Q) I 1 _- 106 c�l CONCRETE � I- -1 - - - - - - - ► -I/j ! II I o I _ r EX ENIS OF CT ! EXTENTS Or CT 1 I \ i q' - o i i �- HALLWAY I I, _ ; Uff CT DI-114 I I I 2"-0" 5"-0„ - -- �_..__._ ____.._-_____-___w _. I - 1 I EKTENTS OF CT i . i--T-------I -� I a-� ; 1 DOOR MGR 1 OFRCE j I ®r_ 120 CONCRETE I - BASE: a-1 WALL: W-1 I - PI-120 BASE: B-2 WALL: W-1 _ c� BASE: 13-3 1 CROWN MOLD: ci i--i �t i [lei C I VUNE WALL: W-! i 100A CT i cs� I ! 0 1 6`-oi� 16" I _____ I H 100 CARPET 1 I-----------1 i I I I I I _ DOOR OffiC E TRUSS (� O 0CE u� 105 1 i 1 ONFERENC E c CONCRETE _ ( I ! CONFERENCE I CARPET I I ! ROOM i D I- 101. ' CARPET I B I I q"-o'' Iq"-7" I I I I I - BASE: B-3 I WALL: W-I I I BASE: B-! 1 ,I 1 : _ CHAIR RAIL: CR-I I WALL: W-1 ( o II I cs CROWN MOLD: CM-2 I WINDOW: WOW-1 I c!� DI-105G I �I-105A 5"-011 4"-011 1"41' 1 5"_ I I 12"-0" 1 4"-0" I 121 L- - --------------------- CONC 8_7I 6-0' 8-71 I I--- --- --- ol V V o n 48" HIGH KNEE WALL Q I o ! 4"—OI I 4 ► SEE DETAIL 5/A6.2 ``' o I BASE: r3-3 `Y' o/ BASE: 0-2 I I I cv DOOR �� ----- WALL: W-I MANAGER WALL: W-I I �� CO �� ®�� BASE: 0-3 CHAIR RAIL: CR-I I04 CHAIR RAIL: CR-I 118 117 WALL: W-1 WINDOW: WDW-1 CARPET CROWN MOLD: CM-i ; ; SALES AREA 1 C� c� N r i T CHAIR RAIL: CR-I ___ o S, 3 p 1 I O 102 I I CO �«cTc !C i BA��. B-�� I I I '/INDOW: WOW-1 I� �FF��E I WALL: W-I icy oc ( I CARPET 13-1 10.3 WALL: W-( BASE: B-3 �� CARPET CHAIR RAIL: CR-I I LINE OF SOFFIT ABOVi WALL: W-i f f 99 MANAGER WINDOW: WOW-1 1 I 1 q"-7" I 10"-0" 13"-4" 6n" 137' 15'' i16 --- ------------ ---- --- ----------------- — — — CARPET rp H I n 1---1 n U U U OA I i HINM LEGEND SEE A6,2 FOR DETAILS BASEBOARD B-I 1 4" VINYL COVE BASE B -2 7%"-WOOD BASE (SHOWROOM) �L\'�� T.��,� D !! I�>1�� n��nl� C �� WROOM B-3 5%" WOOD BASE JIB 4 B-4 CERANIC SANITARY BASE < . Tr r�i > > u.l SCALE: 1/4" = I -0" WALL W-1 PAINIE.D GYP I30ARR KIIIOCK-DOWPJ I t CROWN Cr'i-! 7/" �!OOD CROWN MOLDING (SHOWROOM) CM-2 5'l4" WOOD CROWN MOLDING '3 CHAIR RAIL CR-I WOOD RAIL - 2 PIECES WINDOW WDW-I WOOD WINDOW CASING 9 DOOR n PT-1 I DOOR TRIM - ROSETTE PT-2 WOOD DOOR TRIM - BASE PLINTH e DT-3 WOOD DOOR TRIM -- FLUTED T Rif�l � BUIUMI #1 OFHCE FLOOR [CLAN A L,_ ` n ,n 4 r- "D n Ra Co i ru U3 Q to m E:)- n d CD J A d Ql ti d O W O m N� C� m cn n N- ri- m c- a) n FJ� llSH LE END SEE A6.2 FOR DETAILS BASEBOARD B—I 4" VINYL COVE BASE B-2 7%" WOOD BASE (SHOWROOM) 8-3 5f` WOOD EASE B-4 CERAMIC SANITARY BASE WALL W--I PAINTED GYP BOARD, KNOCK —DOWN CROWN CM— I 7%" WOOD CROWN MOLDING (SHOWROOM) CM-2 15%" WOOD CROWN NOLPING CHAIR PAIL CR—I WOOD RAIL — 2 PIECES WINDOW WOW —I WOOD WINDOW CASING DOOR PT— I DOOR TRIM — ROSET"(E PT-2 WOOD DOOR TRIM — BASE PLINTH PT-3 WOOD DOOR TRIM — FLUTED TRIM Q ENUARGED FL'%'--.-y"OR PLAN - OFFEE SHOWR\1030M SME: 1/4" = I'-011 BULLING #T 1/4" SCALE e n � —mot a CD Co 0 x A n cn z m a A O CO J [AD n-) O 0 w 0 m U> Lo CD (j] A r� n t'T C A L E G(jj I E N D 4 gq:-09 CEiL3t i"iA RIA� - - '�Lt F� A € ACOUSTICAL aLNG 1(240 X 48a) 2 exposE1 STRUCT 3 MI O GYP" BOARD i P4'fr �! 'Cry z B--ULUNG fl - RIETLECTED COUNG PLAN SCALF: 1 /811 = I"=Oil (BEY PLAN03 -, Q TR:,!SS �sE,�9El.Y ELl;iG U ❑ RESTRO(?S L UMBERSTORAGE BUILDING SHMYROOM MiLLSNOP /A\ 1 7 3 Zi � u 0 L=lf Y. (7 CD 0 L o-) ry Q ro o_ D O l0 r� 0 0 0 v n? O 0 0 LCD CD CD n 1 CD r- ry u A A +/-12"-0" - FIELO VWIFY \_fll� �J o SCALE %" = 1"-0" 1= WEST WALL— SHOWROOM — ELEVATDN SALE V" = 1"-0" v B-! 6-2 6-3 CM-1 CrI-2 CR-I (2 PIECE) ti ! I So EAST WALL— SHOWROOM — E[> EVE T DN SCALE I" = i'-O" a Co. C11-2 (BY OWNER) Sill (BY OWNER) W-1 (BY OWNER) o c t ! c� cam; s-s (6Y OWNER) o A �a TYMCC AL WALL— CONFERENCE — SECT` ON SCALE W = 1"-0" ni rTr r.rr_ nc. n1wr_ acvnnln NORTH WALL— SHOWROOM jj� SCALE YV I X 4 DLOCKINI; (BY OWNER) CHAIR RAIL (BY OWNER) OUTLINE OF DOME BEYOND PICTURE f RAME T RIM (BY OWNER) 7,,� EAST WALL— SHOWR O O AA SCALE %" = I"-0" FIN, CLG. 12"-0" . � F!N. CLG., ILE J SCALE O" -- I'-O" ' �'' C STI/2" CLEAR TEMPERED GLASS IN CONTINUOUS AINLESS STEEL GLAZING CHANNEL 9 I STAIN GRADE BIRCH CAP I X 6 BLOCKING @ 13-2 uvc (BY OWNER) n ---" PI Y't;OOD BEHIPID BASEBOARD B-4 WOW ! �� (6" AFF FOR B-2 & 4" AFF FOR B-3) j(BY Ow"ER) WOOD BASEBOARD (BY OWNER) MOLUN(G DETAL (91 a'`v C� L � M AG CET Q'� r WQ °� '�� [ C l� u QQm Q � C� Q0 SCALE: 3 - I 0 88 SCALE: I;Z" - 0" S�A� �. j /[ _ I —0,+ V 4L. — DT-I PT-2 PT-3 ENLARGED PLANS) D v D i x i m Q CD n; 0 .010 , 0OR SCHEDL ICE - ULD� DOOR � 1 RAMS DOOR DETA1,01) i i MARK DOOR SIZE ACTUN ELEV LABEL MATERIAL FNSH MATE AL FINISH T TifEMD GLAZINGJAMB AD REMMS i D{- I00 (PR) 3' 0° X 7"- p" X !" SWIrJG SF ALUM -GLASS ANODIZED ALUMINUM ANODIZED 3 KEYED i"wTAL TEMP 4/A8.1 CLOSER i DI-!01 3"-0`' X 8`-0" X Ix", LHIS r� - FIR STAIN WOOD PAINT - PASSAGE 7/A8.2 7/A8:2 12-LITE NO THRESHOLD - - - DI-103 3'-O'' X 8'-0"" X i;'a° LNIS GI FIR STAIN WOOD PAINT ENTRY 7/A8.2 7/A8.2 12-CITE 01-104 3'-0" X 8'-0" X 1�a" RHIS GI - FIR STAIN WOOD - - _ - PAINT ENTRY - 7/A8.2 7/A8.2 12-LITE ° F [61-105A 3"-0" X 6'-8" X Ida" SWING F I I/2 HR, B HOLLOW METAL PAINT HOLLOW METAL PAINT I ENTRY - - - I/AS.2 I/A8.2 CLOSER 01-10513 3"-0" X 8'-0" X I7a" RNIS GI - FIR STAIN --- FIR - PASSAGE - - 7/A8.2 7/A8.2 12-LITE DI--105C 4"-6'' X 8'-0F CASED OPENING q/A8.2 q/A8.2 _ Z6 DI-106 (PR) 3'-0" X 6'-8" X Ids" LHOS OF - SC BIRCH STAIN WOOD PAINT ENTRY - - -- I/A8.2 I/A8.2 - DI-107 3'-0" X 8"-0" X 171a" LHIS F - SC BIRCH STAIN WOOD PAINT - ENTRY - - - I/A8.2 I/A8.2 DI -!OS 3'-0" X 8'-0" X Ida" LHIS PI SC W000 PAWT WOOD PAINT PASSAGE 7/A8.2 7/A8.2 - DI-10�! 3'-0" X o -8'' X 1T8" RHIS F ! 1/2 HR, B HOLLOW METAL PAINT HOLLOW METAL PAINT I KEYED - - !/A8.2 I/A8.2 CLOSER OHIO 3'-0" X. 8'-0" X I a" RHIS P2 - PcLuSE LVINYL - - 7JA8.2 7, F8.2 JOEP.C1t ,� , KICKPLATE SC WOOD PAINT WOOD PAINT - DI--!!! 3` 0" X 6" 8" X Imo" LNOS F 1 1 Q HR, I3 HOLLOW METAL PAINT HOLLOW METAL PAINT PRIVACY � ' - ,/A8,2 I/A8.2 CLOSER I rR1 � INY4. -- � r DI-112 3'-0" X 8'-0" X 17,a" LHIS P2 - SC WOOD PAINT WOOD PAINT PUSH//PULL VINYL CL4SEP, - 7/A8.2 7/A8.2 UNDERCUT KICKPLATE 0I-113 3'-0" X 6'-8" X Ida" RHOS F 1 1/2 HP, B HOLLOW METAL PAINT HOLLOW METAL PAINT I PRIVACY VINYL - - I/A8.2 I/A8.2 CLOSER DI-{14 (PR) 3"-0" X 8'-0" X Ida" SWING OF I I/2 HR, B HOLLOW METAL PAINT HOLLOW METAL PAINT I LOCKSET VINYL - - I/A8.2 I/A8.2 CLOSER, ASTRAGAL DI-115A 10'-0" X 14'-0 COILING- ALUMINUMI FACTORY - - - MANUF. LOCK - - - 3/A8.2 - - DI-1158 10"-0" X 14`-0 COILING C - ALUMINUM FACTORY - - - FNANUF.K LOC- - 3/A8,2 0I-115C 20"-0" X 14'-0 COILING C - ALUMINUM FACTORY - - - MANUF. LOCK - - - 3/A8.2 DI-1150 :3' O'' X 7'-0'' X I'` RHOS F - METAL PAINT HOLLOW METAL PAINT I LOCKSET METAL - 5/A8.2 2/A8.2 2/A8.2 CLOSER DI-iiSE 10'-0" X 14'-0 COILING C L - ALUMINUM FACTOR'( - - - MANUF. LOCK - - - - DI-l15F 3"-0" X 7"-0" X RV LHOS F - METAL PAINT HOLLOW METAL PAINT I LOCKSET I iETAL - 5/A8.2 2/A8.2 2/^,8.2CLOSER 1)I-115G 20"-0" X 14"-0 C011_IrdG C - ALUMINUM FACTORY - - - MANUF. LOCK 01-116 3'-0" X 8'-0'' X Va" RHIS GI - FIR STAIN W000 PAINT - ENTRY - - - 7/A8.2 7/A8.2 12-LITE [101-11:7 3'-0" X 8'-0" X 17a" LNIS GI - FIR S IAIN WOOD PAINT - ENTRY - - b _ - 7/A8.2 7/A8.2 12-LITE DI-118 3'-0" X 6"-8" X Ida" RHIS G3 - FIR STAIN HOLLOW METAL PAINT - ENTRY - - - I/A8.2 I/A8.2 10-LITE, KICKPLATE DI-119 3"-0" X 6"-8" X i a" LNIS G3 - FIR STAIN HOLLOW METAL PAINT - ENTRY - - - I/A8.2 I/A8.2 10-LITE, KICKPLATE DI-120 3'-0" X 6'-8" X IV RHIS G3 - FIR STAIN HOLLOW METAL PAINT - ENTRY I/A - 8.2 I/A8.2 10-LITE, KICKPLATE j �[[ - - -------- FRA - R DTA�� MARK R SIZE ACT ION aEV L A MAT&K F1 H A`I iAi Fj V WU - . i- `t� tRES D GLAZING AL JAW KAD REMARKS 02-201 3'-0" X 7"-0" X f" S'vIIPvG F - HOLLOW METAL PAINT HOLLOW METAL PAINT I PRIVACY METAL - - 2JAB.1 2/Av.1 UNDERCU1- z" 02-202 3'-0" X 7'-0" `C 1%` SWING F - HOLLOW METAL PAINT HOLLOW METAL PAINT ! PRIVACY FIET?,L - 2 /A 8.i 2/A8.1 UNDERCUT Y4" DOOR SCHEDULE BU UD'fli�G #8 DOOR FRAME DOOM DTA S MARK DOOR SIZE ACT6)N E� L MAT H MA E SET THRESHOLD GLAZING SILL JAW HEAD REMARKS 77�7 D3-301 3'-0" X 7"-0" X I SWING F - HOLLOW METAL PAINT HOLLOW METAL PAINT 2 LOCKSEt METAL - 5/A8. 8/A8.1 8/A8.1 LL C D, OO SCHEDULE n m CD 10,_0„ 2'_0�� 6-_011 2,_0; ,r®. ° ®. • 4 0" —0" 5" —0'' DT-2 4'--011 co /f --15: UD CD a -' TEf iPERED i—D Q) o c D \ n GLASS o or-2 BOTH SIDES ° r ry .. (j) ' I Q Yd", 6RONZE TINTED GLASS V4", BRONZE TINTED GLASS INTERIOR INTERIOR INTERIOR o DOUBLE FLUSH FLUSH COILING OVERHEAD STOREFRONT BRONZE ANODIZED ALUMINUM FRAMES BRONZE ANODIZED ALUMINUM FRAMES ' " CLEARL CD CLASS /" ,CLEAR GLASS WOOD CASING: WDW-I O Dr-s 2" FRAME TV, 2" FRAME TYP, JAIR i- d N ff0f'N o DF (DC SF ,� SEE DETAIL g/A6.2 CD co L 71 FRAME ELEVA ° UN ,' WNDOW ELLVA u � O S 2816 PICKFAIR STREET CD CD SCALE: %" = I'-0 - SCALE: %` 1'-0` O FL R80N 682 CD El / ➢ ®�� . HONE: 407 897 5461 ! \ / / -- ' FAX: 407 896 3501 ' lu DT-2 C�. �._:121201 8202 �I(� 1 E�AAIL: archsolvc@aoLcor� L—Ji�J pr-I GLASS -OFFICE GLASS - CONFEREt`ICE GLASS - OFFICE PANEL DOOR PANEL DOOR NORD FRENCH DOORS @ THERMATRU FRENCH DOORS G3 NORD FRENCH DOORS PI PRECISION DOORS P2 PRECISION DOORS �� c�9 # 1512 - 12 LITE -J #CC8g7 # 1510 - 10 LITE #EL 218 #EL 305 � • GENERAL _ _ _ __ _ " ONT�' ., T CiN DOOR ELE 17 AT�\� NS (DIAGRAMMATIC REPRESENTATIONS) PT-2 r, 790 jai_Pr�tOE Fri. o �T a SA.NFO?�M, FT.L 32771 SCALE: %"- PH 407 323115u �n FX 407 323 9304 . radii--ig Address: • P,O. BOX 471366 LAKE MONROE, FL 32747-1366 HTEMOR E L: mckeecoz�si(r aol.com PT-3 PT-3 -.---_ 8" CONCRETE BLOCK GROUT CORES SOLID AT JAfir3 CONT CAULK � SEE A6.2 FOR MOLDWC, � • � DETAILS I ' li I ' � I LINE OF SILL BELOW ! i _ ALUMINUM FRAME CUNT CAULK vi CAULK INTERIOR, CONT —� SHIM AS REQUIRED A -- CONT. SEALANT GLAZING --- SEE SHIP l AS REQUIRED WINDOW SCHEDULE o MASONRY JAMB i g DOOR CASINC, D00. CA�1r,1G - PAN FLASHING ANCHOR, 5 MIN GYP, BOARD PER JAMB -----\ \ �s" GYP. BOARD a � 9 va Ar/A L�°'��Cria \ 8 CONC. BLOC 1 a n _. I HOLLOW i�E iAL ----- — --- _ cn GROUT CELL SOLID � ��— �_'.T — ^ � 1 . FRAME, GROUT \ -- SOLID � I r— °a CONT SEALANT ULLa n (�� SEALANT, CONT 2,, , / (HEAD or TAIL SIMILAR) 2X4 P�OOD JP,f1B STUDS - 2X4 WOOD JAMB STUDS u L�� l� �rf �II�Jo �MB CASED OPENING A614� DL�-, u A�� @ MASONRY �� ///��yyy /y�n�`\ W'p`^,J&MB ��/{ �� /�=�`�/�j��J� �� _D � DWVADOW cn i o r n n„ — �— U 1�� WOOD �J�� l,e%1b�0 U�� lam-/ ��U i1�`�il 11 cn SCALE: - I 0 "VALE: 3" = I'-0"(9 6 7 �� SCALE: 3" = I'-0" SCALE: 3''= 1'-0`' SCALE: a"" C) 0 I I I i ALUM. STOREFRONT i DOOP. TYP. T ORMA DOCK ALUM. THRESH OLD DAB g OcT 2002 4 THICK CONC. I - SET IN CONT. RECESS AT DOOR: I" DEEP X 10' WIDE X V-0' OPENING ,, DE >:lALK TYP. � , ► AiVN BY. SEALANT BED � ,. 1�' � ALUMINUM! THRESHOLD FONT CAULF. SRR HANDICAP ACCESSIBLE L: DOOR GUIDES --� METAL CHANNEL LAST PLOT C�A7 R A_R L 13 x CONCRETE WALK OR STOOP SLOPE DOWN AWAY FROM 4" THICK CONC. _ - GYPSUM BOARD - BUILDING @ 1/4" PER FT. c� SLAB SEE - REVOONS MAX. IF SLOPE %'' / FT. STRUCTURAL DWGS. r— j CAULK EACH SIDE i OWNER REVISIONS 3 /213/01 \� i OWNER REVISIONS !0/00/02 SLOPE DOWN r HOLLc,, METAL FRAi1E `_3 REVISION #3 il/II/02 a a a ;a DOUBLE JAMB STUDS _ a PEMB I 4 REVISION 4 12 13 02 a s ja: u ; a a ME1 AL CHANNEL I i // �3i a a� ( 1 o I HOLLOW METAL FRAME 5 �EViSION #5 02/Oi/03' a Q ll I V ItlT� 10 REVl-10N #6 4/03�,/C3 - ` EXPA�lSION MATERIAL !2" EXPANSION � $112 `�IDRY�;!A:LL JAf1B A�dCHOR EXTERIOR PANELS `� =icv "� MIN. 3 PER JAMB 1/2' \ JOINT FILLER EXTERIOR PANELS„� D�� CONT SEALANT , 2"J/�//2" � \—SILICONE SEALANT BED H.M. DOOR @ EXT. WALL AL a SECT0N—THRESHOLD @ STOREFRONT �, AMB -DETAL PEMB AMB U�� oPEMB J1AMB DLL � AL @ METAL STUD / 00) SCALE: 3"= 1'-0" SCALE: 3"- I"-0" � SCALE: 3'' = I"-0" SCALE: 3" = i'-0" � SCALE: 3" �00 r] CD 0 x i m OD a m a ]> 0 -73 CD co ry 0 0 v 0 to nD 0 0 w 0 CD N- Cn m m D r- ri- CD C7 Cy N D D Mailing Address: P.O. BOX 471366 LADE MONROE, FL 32747-1366 EMAIL: mckeecortst@aol.com Vi DATE 8 OCTOMR 2002 401 LAST PLOT DATE: 8 APR 2003 VREVISIONS ��' W R�.V1504S 3/2.J/Oi NER REVISIONS 10,!06;02 REVISION #3 11 11/02 4 REVISION #4 12/ 13/0 REVISION #5 02/01/ 03 INTERIOR REVISIOtl #6 4/06/03 ollnECTR L PLANS OFRCE & SHOWROOM L 0 i CD CD i C� Q i 0_ 1E IQ m EL 0 cn ry n� 0 CC) tv CD 0 r� CD CD cc] CD r CD iT n PROVIDE AND INSTALL NEW RUSKIN OR EQUAL AIUMINUM STOPW PROOF OUTDOOR AIR LOUVER AND ALUMINUM BIRD SCREEN. MIN. 60% FREE AREA OF LOUVER PROVIDE WITH FLANGED FILTER HOUSING AND 1' WASHABLE METAL (5) 5--TON HVAC UNITS f FILTER. PROVIDE'ny TH 12' DEEP GALV. "STEEL RENUh VvM 10' DIA. COLLARS. 3—PH W/Mva HEAT ROUTE GUrLOOiRAIRDUCTWOUGHCEILINGASSHOWN, PROWE EXHAUST FOR TOLET j ROOM PEP, Fi3G' - MECH 403.3 ( -Z I r r e _ �\u OF I OFr r6Ui�.DiNO I r•-a ` I(� i , � _.A 9 SIDE FILTER ACCESS 4 —� �It-7 Lc ®„ ♦ ® OR 9 1 ®I OR i 20x12 I I ts�ar��r��iNMt mot®wtmm 10 QI L;� ® RETURN AIR PIGGYBACKED E20 x o t2 \10o �I I Ell E„ i I 8"0 20 = ® i x OT3 14 2T"x24" i s REPJRN sift I THRU-WALL I 4' CHASE !IfflimIm; � I PROVDE SMOKE DETECTORS 6i PLUIiSEt2 #3 T AT EACH EACH RETURN & FQ SLirPLY PER F0t-i=tEGHFP i Nil ®t t I I I ®; 606.2.3 Tr 8„p F14 #¢ I Tr R2 ®1 24"x24" 7-I�tml ;;®I ° RETURN AIR THRU x In ie i b-- lO x III �I i0EEO] a ; I I i 1, 1 g i 01 I i i i 0 9" 0 i I I 20 i 8" 0 i 8" do 20 $ 7 $ X. is I 12 a nER1 �a I x 8„ o Alf F I -------------� CROSS -OVER r ------ I1 1 -0 x RETU16 RN RETURN AIR 76 PROVDE SMOKE DETECTORS I� x 1 i 12 0"�I 1�uol� A t EACN EACH RETURN & t 8 ( � . tx y SUPPLY PER F6C-fGN � t a 606.2.3 Lu I Q E 1 i ------- 1 i I it r�I� I I� 'JnN\I I81ME_nANKALPL1 (�('ALUL�G N I I10 2—TON HY'AC UNIT 11 3—PH W J20kva HEAT It )75CALT: , I , 3/ 16 = 1'-O' I REV610 ILI`s O\#NER REVISIONS 3/23/011 2 O�Al —1. 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COi I I PAC t OR 10 PRO. VI(T All- Pf (ADU?r:t) 01, OCYIt U, Ill WALLS ((P ACCfCS`)ORIr 1 EN"11IRCUP) 11011111`11' RWOM PLAIA -, I YM AL CONUA1110F11 PP111i'1tIG 100111AI(110 iT U 10MI.1 r1) Ill WC ,ORPANCC 10 SrC I IOI I 4.15 Or Off: f .OP..IPA ACCE.`5111II.I1Y COPE FOP r)1►1�.UIrIG CONS 1 PI IC I IUrI. _.__.____._-____ 51f r I OOP r1 Ai 1 r OP CI rnPAJVf"r ---- -- r PI AS. I.At 1. 011 Yj" SOAP PI UISPf.11 F.P --� (WOOP caul11r--P ,Q/ ^PI A'11 Iit `----�--- r---------------------------- --------- , --- r,Orl r . 2x•1.� --- (I .M). L Ai I. 011 )n I'l_'00). _ ItI1EP11rPlAlE FIATOPi, SET / flr:VA11011 fOP [0('AIIOr1 1OGCI E i101. (; ) 12" O.C. 1 FACII SIiIF Or PIVIOW, l \ -- — — L'INC" F[ULY.. +�J, Ii U \! f% � LAVAT011tY I A GI ?n i () PICITA1R 9 i PTF L OPI.11N0Q, IT 32803 rMY H I0ME: 401891 51G FAX: 101990 3501 CELL: 321 201 9202 E NIA L: nrcllsolven,qol.coin CQ, u/ SAi II 0110,11 32771 I'll 107 323 1150 V X .107 3P 0.101, moiling A(I(IJrsq: P.O. 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Cyr PP 1`111) Gyp PP P[P GYP 131) r1 P GYP PP virlyt- rip Cyr, 131) Pit) Cyr 1-10 [111) UP 1.11) 1 AC I AC AC AC r - AC ACI I f- C IP Glyr OP r I P GYP 131) PIP Cyr, 110 10 1 rl Urjr- POM I vcI K' I VC I VIN (L PIP GYP 130 CIP Cyr 131) PIP GYP 13P Pit) C'(f-) f3f) 100 109 Mr -Al' Pool I 5110f) Orr 1(.'F 11('111,0) PE51f,00111 sifor, P,E I POof I VINYL PIP Cyr") PU r I Cyr OP PIP Gyr OP rIP C.'(f, 13f) Pit) Cyr [31) P IP Cyr no VINYL I I I P Cyr OP rip 011 PP flit) Cyr, [9) PIP GYP IT P I P GYP no pit) ("(1-1 [if.) rIP Gyr, 131) (11'- 011 - ---------- 110 III U 113 114 VINYL VII 01 rIP CYf) PP (11 ' P GYP Of) --------- -- q - oo (1' 0,1 10' - 01 q-,.()-, VC vc I I, 11) CyI" OP ('11) GYP [31.) I)IP Cyr, [it) Lffly'S PTSWOOH VIN (L P 11) Cyr Do P IP Gyr [it) AC Si IM PES I Pool I V(': I vcr VINYL flit) Cyr 1 UP CIP GYP [W) Pit) Gyr, UIP Pro GYC Lit) ACI AC 1 I IAI. I WAy P 11.) C"(P' PP r I P Cyr DO r I0 Cyr PP r f P Gyr, PP CUT[- f CIL) Gyr PP r 11) Cyr, Lit) [,to GYP 01) (111) Cyr,. 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WAIL PAr g q I I t 7- __ 1`z - \iJ 1-rd ,� \ V-)() WA f I I AV; b ol �1 S00101 WAI L-J' f)(10001 W1 I (A I i I 1 1, 1 )1 ) I,by, I. i I V Or 1`011 P 11 It I It 0,04 K) IAli� I J� I11"'.11 AIRIM10 I � �,� A111111,11s & 14-iWIM11 2R 1 G PICKFAP97 I I TF V ot) TANDO, 1-1. 32803 R? I At+ P1 1011c: 401 P 15-1 G I FAX:107 896 150 1 CHI: 39 1201 VW C11FIT"AL Coll I MCI MM S A Nj7()jtj), 1j, 32771 P11,107 323 1150 FX,1()7 32.19101 Mailing Addfv.sq: 1'.0. 130,v, 171366 1,AVFN,10r1R(.)F. F1 - 12,717.1-166 EMAIL: 1114,ccron,10 51R.T-1 DATE 2,007 NMI BY: R LAST 1101 VAIIE: RIV15K)l V3 I IL" P r-1: V L. loi L; flvl- lorl 11..3 11/1'11/10.1� -TV1'.."lorl /1,1 PT-vulorl w/01/0.., 11-K, KICAT, ITAI'll" 9 n rpovur- FWAU331' FOX IMer 1700 U, f-(P f DC -- I 1W 1 4033 um! ) Willf)(4i All, MIVER Nlo Aj-IppAjkj Ulpl) S(jjrr If pjRj.%y1rpEEp11EA0r WWI RMICED r II.IFR IKY IS11110,4119 MASI VVI,E JAFrAL 5--[ON lIVAC MIS rIL TM rRoVur VAII 117- pErr CAly. 51 Fg. 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PDX V1 166 JA K F If MP )F, 171 12.711 1,1 rr, IFJ t,o ��-�' MA I KA, DAIE 8 (YAOUR 20(,) PRAWti BY: pp SPR UROTC1 No: [AS1 1101 DAIE I I 2�),1 REV10i ft M La 0\0 1,1VI lo 1, 42 0 0 114) , 11.3\ M-,V1,S1(-)11 113 III 11 n-w-3101 //'.,5�u.� j{ i�:� 3 14,111 A[ E n -o n rn CD i c-) 0 0 n J a. :L) _TI j 0 CD n LJ ru (J) 0 Iv 0 ry 0 (D :L) rD Cn n c� rt CD r) rt- C -U n KEY PLAN L] w 0 TRUSS ASSEMBLY BLDG U o RESTROOMS MILLSHOP LUMBER STORAGE BUILDING DUGN NO. U465 N-BEARING WALL RATING - I HOUR n () n (5 CEILING 4 2 CEILING 0 PAR U MON SCHEDULE (NOT ALL PARTITION TYPES NOTED BELOW ARE SPECIFIED ON THE FOLLOWING ORAWNGS) MARK ASSEt'IJLY DESCRIPTION THK. HEIGHT REMARKS 7 _ 376' METAL STUDS 0 16' O.C. WITH ONE (1) LAYER %' TYPE 'X" GYPSUM 416, TO 6' ABOVE TIE I.C,L�i l.LI.JI WALLBOARD ON EACH SUE WITH F1431IED CELM 372' SOUND ATTENUATION BLANXETS 3Ya' METAL STUDS @ 16' O.C. WITH TO TWO (2) LAYER, %' TYPE 'X' GYPSUM 6Y8' S (P.BUCTUREI OF 2-HR RATED PARTITION; U.L. OE5*1 PM25 _. WALLBOARD ON EACH SIDE WITH 3!4' SOUND ATTENUATION BLAW'ETS 6' METAL STUDS 09 16' O.C, � ONE (1) LAYEP, %' WATER-RESISTANT L.J Ti U GYP3VI WALLBOARD & CERAPIC TLE 7/F� 6 ABOVE BOTH SUES AT FIXTURE WALL; PROVVE MIStIED CEI.lK 3h" SOUND -ATTENUATION BLANY.ETS �4 8" CONCRETE BLOCK 41 TO 10'-0" ABOVE FPISIIED FLOOR 6' METAL STUDS 6 16' O.C. ONE (1) LAYEP, %' WATEP,-RE513TANT GYPSUM WALLBOARD ON TOILET SUE; 714, TO BOTTON OF STUCCO OVER PAPER -BACKED LATH STRUCTURE �A4 ON Y2' CDX PLYWOOD EXTERIOR SUE; 3h' SOUND -ATTENUATION BLANKETS GENERAL PARTMON NOTES: I. VERIFY ALL WALL FINISHES WITH FWSH SCHEDULE 2. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE PROTECTED TO MAINTAIN REQUIRED FIRE RATING. 3. USE WATER RESISTANT GYPSUM BOARD N ALL RESTROOMS, JANITORS ROOMS & FOOD SERVICE AREAS. 4. PROVIDE STUDS OF SUFFICIFNf GAGE FOR PARTITION HEIGHT PER NANUFACTURER'S REQIJIPEMENTS. 5. AT Nl1LTIPLE LAYER WALLS CAULK BETWEEN NFTAL STUD & GYPSUM BOARD. PROVIDE NEOPPENE BETWEEN ONE TRACK &. FLOOR. 6• PROVIDE CONTINUOUS BEAD OF CA11Y, AT PERFIETER OF OUTER. LAYEP. OF GYPSUM BOARD. I. FLOOR. & CEILING RUNNERS - (NOT SHO ) - CHIANNEL SHAPED RU R3, 3V Wk)e -(MIN), 64" LEG5, FORM-P FROM NO. 25 MSG (MIN) GALV. 5 L, ATTACHED TO FL00 & CEILING WITH FASTENERS SPACED 24" O.C. MAX. i IA. AS AN ALTERNATE TO ITEM I CEILING RUNNER 25 MSG HIN. LV. STEEL WIDTH TO ACCOMODATE STUD, WITH 3" OR 4" LEGS OFFSET AT MIDPOINT .78" T ACCO1109A WALL CLAPPING THICKNESS. ' ' ATTACHED TO CEILING WITH FASTENERS SPACED " O.C. E WALL CLADDING SHALL OVERLAP WALLBOARD I%" MIN. FIRE TRAK CORP. 2, STEEL 5-1`I03 - CHANNEL SHAPED, V WIDE (MIrl), 11 GS, fie'' FOLDED BACK RET01PN3 FORMED FROM 25 H3G GALV. STEEL SPACED 24' 0 . Mi y 3. BATTS AND BLANKETS* - (OPTIONAL) - HINERAL OOL OR ASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY OR NAMES OF C SSIFIED COMPANIES. 4, WALLBOARD, GYPSUM* IN, THICK, 4 F- • WIDE, ATTACHED TO S EL STUDS AND FLUOR AND CEILING DRAW NG SYMBOL LEGEND vErn�, r�,r-It>Ea THRU BUILDING SECTION - - - - LINES OF CEILING CHANGES ( SOFFITS, OVERHANGS ETC.) AkPPPEARSS ON COLUMN GRID REFERENCE FULL WALL SECTION . PARTIAL SECTION TI-101 DOOR NUMBER DETAIL OR ENLARGED PLAN 1 REFERENCE 4 A5 2 INTERIOR ELEVATION f i T PARTITION TYPE SEE SCHEDULE THIS SHEET REVISION CLOUD & NUMBER CEILING NOTE TYPE REFERENCE & HEIGHT TRACK WITH I IN. LONG, TYPE 5 SELF-T PING STEEL SCREWS SPA C S IN. O.C. ALONG EDGES OF BOARD S j AND 12 IN. O.C. IN THE FIELO OF THE ARP. JOINTS ORIENTED VERTI(, LLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN AT. T C14FP TO ITEM 6 (FURRING CHIAHN S), WALLBOARD IS SCREW NOTES ATTACHEP TO FURRING CHANNELS TH I IN, LONG TYPE S STEEL SCREWS SPACED 12 IN. O.C., BORAL GY SUN INC. - TYPE BG-C. CANAOIA GYPSUM COL, LTP - TYPES C, SCX, 5HX, W . < I. THES BUILDINGS HAVE _EN DESIGNED IN ACCORDANCE WITH SECTION 1606 OF TFE 2001 FLORIPA BUILDING PONT . GYPSUM INC. - TYPE 5 COD FOR 120 NPH WI LOAP5. EAG -GYPSUM PRODUCTS - TYPE EG-C, GE GIA-PACIFIC CORP., GYPSUM DIV• - TYPE GPFS-C D BOND BLPG PRODUCTS, NATIONAL_ GYPSUM PIV. - TYPE, FSK-G, GSW-G. GROUP 'F' (r A(t"TORY/If\\IDUSTRIAL) ADCO GYPSUM C U.S. GYPSUM CO- TYPES TYPE PFCV, IPX2, SCX, SFIC, SHX, WPC 0 WRX GROUP 'B' (BUSIF,IESS/�I- OWROOM) PER 2001 FLORIDA BUIL®Ii�lG CODE REPUBLIC GYPSUM CO. - TYPE RG-C TEMPLE-INI.ANP FOREST PRODUCTS CORP. - TYPE TP--5 WEST ROC INDUSTRIES LTP. - TYPE FIREBOARP NOTES 5, JOINT TAPE P COMPOUND VINYL, PRY OR PREMIXED JOINT COf1P0UNP, APPLIED IN TWO COA . TO JOIrlfS AN SCREW HEAPS: PAPER TAPE, 2 N. WIPE, EMBFPPEP IN FIRST LAYER OF COMPOUND OV ALL JOINTS. S AN ALTERNATE, NOMINAL 3/32 IN THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO HE ENTIRE URFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6, FUR . CHANNELS - (OPTIONAL- NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS S EAP V .fICAI_LY MAX. 24 IN. O.C. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH � H. LONG PE 5-12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. BUILDING #1 - SHOWROOM & MILLSHOP 20,U®O SQ. FT. BUILD", G #2 - LUMBER STORAGE TIED 50250 SQ. FT. BUILDING #3 - TRUSS ASSEMBLY BUILDING 25,000 SQ. FT. TOTAL SQUARE FEET / 3 BUILDINGS 5U,250 SQL FT P RO�ECT REQUREMENT'S AND COMPUANCE I. CODE R.EQUE'ENENTS: IT IS fit INTENT THAT ALL WORK 511ALL CONFORM TO TIE ADOPTED COPES, 51"ANIDAPP5 AND RULES OF TITS ADMINIISTRA-1IVE AUTtIORIfY HAVIMG JURI30IC110N 2. ALL WORK 50ALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE W110 THE REQUIREMENTS OF ALL tIE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL ANP REGULATORY AGENCIES (5) LOCAL, STATE ANP FEDERAL BOGIES (C) 2001 FLOP.IDA BULPIIG CODE 3. THE GENERAL CONTRACTOR.. SHALL COMPLY WITtI ALL THE RFOUREt1ENT3 OF THE SOLS REPORT. OBTAIN FROM Tit OWNER THE CURRENT COPY OF TIE SOLS .NVESTIGAINON REPORT. 4• ALL DEBRIS SI-JALL BE REMOVED FRO ,N TIE PREMISES BY THE GENERAL CONTRACTOR ANP ALL AREAS 511ALL BE LEFT IN A CLEAN CONDITION AT ALL TUFT DURINJC CONSTRUCTION. 5. IT 6 UNDERSTOOD THAT ALL HTENPEP WORM. IS SUBJECT TO REVIEW AND INTERPRETATION BY THE APNNISfRATIVE AUTHORITY HAVING JURISDICTION. N NO CASE SHALL WORK BE PEPFOPTIel) WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAU AUfF10RITY. 6. ALL TRADES SHALL. BE RESPONSIBLE FOP, ALL FEES PELATEP TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS ANP CERTIFICATES NECESSARY FOR THE EXECUTION ANP Ca-IPLETION OF THE WORK, Arlo TIE OCCUPANCY OF THE WORK. 7. EXISTING CONPITIONS: THE CONTP-.ACfOR SHALL VERIFY EXISTING CONDITIONS AND FIELD--COOPOINATE THE CORRECTIVE ACTION AS RFQUIPED. THE GENERAL. CONTRACTOR SFIALL NOTIFY TIE AP..CI-ITECT/DESIGNJEP OF ALL CONFLICTS AND PISCREPANCIES THAT AFFECT THE WORM. PRIOR TO PROCEEDING WITH SAID WORK. n. DO NOT SCALE DP,AWNGS, WRITTEN Pffr15100 WLL GOVERN. LAPGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLEP-SCALED DRAWINGS. CONTACT ARCHfECT/DESIGNER TO CONFIRM ALL DISCREPANCIES.. q. THE AP,CFITEGT/RESIGr![P SHALL NOT BE HELD RESPONSIBLE FOP WORM, PERFORMIED NOT IN ACCORDANCF WITH THESE DOCUllENfS NOR FOP. MISINTERPRETATION OF THE PRAWNGS, NOR. FOR UNSATISFACTORY WORK. BY CONTRACTOR. 10. CONFIRM ALL FIOPIZONTAL PIMEN51ONS WITH PLANS AND N FELD PRIOR TO FABRICATION_ AND/OR CONSTRUCTION 11. ALL ELECTRICAL ANP MECHANICAL UJFOPMATION CONIAIED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORONATUN OF TI1E APCHITECT/DESIGrIER"S WORK. 12. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO ACCE531BLITY FOR TIE DISABLED. FLOPIDA SfATUrFS, CHAPTER 553, PART V, FLOPIPA ACCESSIBILITY CODE CAR IERAL NOTES I, TIE CONTRACTOR SHALT_ VISIT ffrF SITE PRIOR TO THE PRFPARATNUN OF 1I3 BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONPITONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONIP.ACT. OBTAIN DIMENSIONS BY CALCULATION; DO NOT SCALE THE PP.AWNGS. P DIMENSIONS ARE IN QUESTION, THE CONTPACTOR SHALL REQUEST CLARIFICATION FROM TIE ARCHITECT PRIOR TO CONTIttW CONSTRUCTION OF Tft- AREA IN QUESTION, 2. UNLESS OTHERWISE NOfEP OR OETALED, PIPE CHASE WALLS WITH A TOCKNE55 GREATER THAN 4" SHALL. BE CONSI'PUCTED OF 2-I/2" METAL STUDS WITH ONE LAYER 5,/8' GYPSUf1 BOAP.D EACH SIDE OF 'CHASE WALL. PPOVUF MIETAL, OR C,YPSUMI BOARD CROS.`i 13PACE3 AS REO(ARED. TO ADEQUATELY BRACE THE WALL AND "10 1141TAN THE RATING OF THE PARTITION, HOLD CHASE WALLS TO,;.MJ.NH NUM DIMENSIONS. 3. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCL03FP WITH A FULL THCKNE55 OF GYPSUM BOARD ON EACH SIDE ;Or- JI-IF STUD. PROVIDE 6' SDDS WHERE R.EQUIP.ED TO CONCEAL. PIPING Ate OTHER ITENS,°OCCUPP,INC, WIftIN PARTITIONS. 4. P,ECESSE5 FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXNGOSHER CABINETS, ETC., LOCATED N RATED PARTITIONS SHALL BE FACED WITH GYPSUI BOARD TO CREATE A FIVE-SPEP ENCLOSURE REQUIRED TO MANTAN THE PLATING OF THE PAPlITIOrl N WHICH THE ITEM OCCURS. 5. ELECTRICAL DEVICES WHICH OCCU( N RATED PARTITIONS SHALL BE LOCATED 50 THAT BACKBOXES WITHIN A 51NGLe STUD CAVITY 511AL-L NOT- EXCEEU A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUAP,. NCIIES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPUSIIE FAPES OF WALLS OR PARTITIONS SHALL. BE SEPARATED BY A NIN. 110RI1_• POIANCE OF 24'. WHERE TITS PEQIJIPEMNENT CANNOT BE NEI, BACK.BOXES N EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACK.FD WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 6. JONTS WFIC11 OCCUR N RATED PAP11(NONIS SHALL BE STAGGERE.P A MINIMUM OF ONE STUD SPACE OR 24" SON] HORZON I ALLY & 12`' VERTICALLY, WHERE OPENINGS ARE NAM N EXISTING RATED PARTITIONS, OR W1ERF OPErINCS IN EXISTING PARTITIONS ARE CLOSERS, THE EXISTING; GYPSUM BOARD BOARD MAY BE REMOVED ON ONE- SIDE OF THE PARTITIONS BACK 'TO THE NEXT STUD TO ASSURE TIE PROPER STAGGERING OF THE JOINTS. 7• DIMENSIONS ARE FACE TO FACE OF. MASONRY WALLS. 8• r1ETAL SCUD GAGES FOP, INTERIOR PARTITIONS 511ALL BE AS RECOMMENJUED BY ANP/OR REQUIRE[) BY THE STUD I1fP,. FOP. EACH SPECIFIC CONDITION. I H1L1/E -. _F0. C;O ER SI-I •, IN . � SAC) , �k ORMATION IJL ASSEMBLY, DESZi l DATA 4 BUILDIN(C-9 #1 - SHOWROOM & MILLSHOP PP i A1.1 BLD13 #1 FLOOR PLAN COMPOSITE PLAN A1.2 OFFICE VSHO WRUUM ENI-ARGED PLAN AT.3 BLD6 #1 - F0UF DATI0Q,1 PLAN ATo4 BLDf; #1 -- REFLECTED CFBLINQ PLAN A1.) BLD� � #1 - EXTERIOR ELEVATION AI.6 BLDG '#1 - PART rrION & INT, ELEVATION PLAN /'a J 7 BU #1 - ROOF PLAN BUILDIf\1G #2 LUMBER STORAGE A2A BLDG #2 - ROOF & FLOOR PLANS A2o2 BLDj #2 - ELEVATIONS & FOUNDATION J _ BUILDING #3- TRUSS ASSEMBLY A3e1 BLDG #3 - FLOOR PLAN A3.2 BLDG #3 - FOUNDATION PLAN 6 33 BLDG #3 - FRONT & REAR ELEVATIONS A33A BLDG #3 - LEFT & RIGHT ELEVATIONS A3.4 BLDG #3 - ROOF PLAN A5A WALL SECTIONS A5.2 'WALL SECTIONS A`�15.3 ► /ALL SECTIONS A5Q4 WALL SECTIONS / FOUNDATION DETAILS A6o1 INTERIOR ELEVATIONS, ENLARGED PLANS . A7.1 FINISH SCHEDULE A8.1 DOUR 5C1-1EDULE & DETAILS F< a I PLUMBING RISER DIAGRAM / LEGENDS BUILDINGS #1 & #2 E.0 ` . ELECTRICAL LEGEW, EAa ELECTRICAL PLAN / BUILDING #1 - MILLSHOP LOP [EAb ELECTRICAL PLAN / BALDING #1 - SH)WROOM E.1c PANELS & RISER DIAGRAMS/ RIALF-ANG #1 [E.2a ELECTRICAL PLAN / BUILDING #2 [E.2b PANELS & RI:SME DIAGRAMS / 01-IDIF•lG #2 iEo3a ELECTRICAL PLAN / BUILDING #3 [Eo3b PANELS & RISER DIAGRAMS / BUILDING #3 ' �Ahl �GN3 r�ED 'C F K0 MECHANICAL LEGEND, NOTES JgAn,rEt., A( MIA 'Y"ROVISJU MECHANICAL PLAN / RDG #1 AFfiU;;. " !'J Or FN, ; �THr:ft ll!!i. ACT ^ �.., ABBRMAT�ONS MLAx. r1Axlri� ADPI. ADDITIONAL BTM. BOTfoil PIA. PUTIEfFR EXFI. EXHAUST GALV. GALVANIZED Ni. INTERIOR MIECII• I1LC;11ANICA.L rlC�, NIA- LR PLBC. PLiJMIBNG S.F SQUARE FEEf, FOOTAGE II-L• TEL-EPHONE A.P.F. ABOVE FNI511 FLOOR BLPG. BLAI.PING DIt1. PUENSION EXIST. FX15fING GA, GAUGE if. JOINT MIL, MIEZZ. FILIAL PLYWO, PLYWOOD Saw, SGHEDI p ff-Hp. TF11PEPEP A.F.G. ABOVE FINISH GRADE B•U•P, BULT UP ROOF . 'OR, DOOR E.J. EXPANSION JOINT C.C. GENERAL CONTRACTOR HJL;ZZANkJE O.C. ON CENTER PROP. PROPERTY SL"T. SEALANT TNRES.` TFIRESIIOLD A.C.T. ACOUSTICAL CEILNG TLE P.N. DOWN EXT. EXTERIOR GR. GRADE Y.O. KNOCK OUT r,.N. MISC. I Brit IUN MIX'EI_LANFOUS OH. OVERHEAD SEC• SEC f IR T.P.D. TOLET PAPER DISPENSER ALT. ALTERNATE CLG. CEILING OS. DOWNSPOUT GYP. 01?5Ur1 fTDG• f10U1_DNG , . OFc.. OPENING Q.T. QUARRY TLE SIN. SIMILAR1.&G. TONGUE AND GROOVEALUM. ALUMINUM C.M.U. CONCRETE MASONRY UMT(5), .�PWG, DRAWING F•R,P• FIBERGLASS REINFORCED PANEL LAM. LAMINATED OPP. OPPOSITE 5L. SLOPE T,&B. 1OP AMP BQTTOM ANCH. ANCHOR C.T. CERAMIC TLE O.W. DRYWALL FN. FN31A FLOW. HARONARE L.AV. LnvnloRY M.R. NOISTURE P.ESISfANT O.D. OUTSIDE DIAMETER.P RADIUS SPEC. SPECIFICATION I.O.F. for OF FOOTING APPROX. APPROXIMATE C.U. CLEANOUT D.F. PRINKING FOUNTAIN F.E. FIRE: EXTINNGU15 ER HGT. HEIGHT LB. POUND 111.1. IEIAL F[PESIIULD REF. REFERENCE SQ. SQUARE T.U. MAS. TOP OF MASONRY ARCH. R F TECT ARC I C � OLUf N COLUMN FLUOR. U FLUORESCENT U T H.M. I HOLLOW MIETAL L.N. LEFT HAND MfG. f'il1l,L• II{h.:NIfIrK; f ILILLIUIJ P•T • a PRESSURE TREATED REIN(-. REINIFOf;CEO, REIJFORCNC, 5.5. S TAIt�E55 STEEL T.O.S. "FLIP OF STEEL CONC. CONCRETE EA. EACH F.D. FLOOR ORAN 11,P. FIGHT PoiNr L.P. LOW DON( P1P. PAIN IED READ. RE("RED S11). STANPAPD I. 1PEAP B(?G. BEARING CONNST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER FLR. FLOOR HORIZ. HOQIZONFA1 pf-IL. PANEL OP PANELING REV. REVERSE S1L. STEEL' 1YP. TYPICAL Bt1. BEAM C.J. CONTROL JOINT ELEV. ELEVATION FT. FOOT, FEET IT P, MArIJFACIURER NON. NOMINAL PAE:f. F'AR11110N R.H. P.K:HT HIMID STRINGY. S(R.UGTUP.AL BTWN BETWEEN BETW N CONf. CONTINLIOUS EQ. EQUAL FTG, FOOfNG NCAN. c kJC � S,Er T Ar E J > r n.. t Ago NP� M r .Y N. NURIH P.H. PHYSICALLY HAtJDICAP ED P RN. ROOM SU5P. SUSPENDED UNF IN. UNFU8511ED L... K Bl. O,K EQUP. l EQ JIf f1ENT F.V. FIEL VERIFY P LP. Dr 'NISI E DIAMETER H.O.I'1.0• MASONRY OPENING NLC, NJ I UI CON (PACT PLAS. PLA51ER R•0. ROUGH OPENING, S'N. aW11Ci-I O.O.N. UPJL FJ,, OTHERWISE NOTED BD• BOARP Off. PETAL ETC. ET CETERA a.,,,..,.r.+nr,...... NSUL. INSULATION ., ,,.. MAIL. m,:,,x,w�».-�.rxse:rr.:.. MATERIAL ,.. N.T.S. No T TO SCALE �.,.. , P1. 11, �,�m:.-,»... FLA51IG L.AT'IHA IE R.T.U. .: ROOF TOP 1,1111 ,.,....a.,x•,.m�,.,«+.am�, S ar...A.R,...n:;.-,�,. ARC riFVl�. U.I. A5; ' CIA) tfUrl;, ph` jp �9 63,A0120 VERT. VERTICAL. VEST. VFS 1IBULF V C,T• VINYL COMP05111ON TILE 'W.C. WATER CLOSET W.H. WATER I� AFEP W.P. WORK POINT WP. WATERPROOF W.P. WATER RE"T) [ANNT W.W.M. WELDED WIPE MESH W/ WITH W/o Wlft+our WI). WOOD �a r. l f 19191•SCLAjijd.a JIM. AMMUS & Ur-�. 2816 PICIKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4081 EMAIL: archsolve(cq)aol.rertT COtISTRUC1`10HN CO. GENERAL CONTR ACTons 790 MO.NRO.E RD, SANFORD, ESL 32771 PH 407.323 1150 FX 407 323 9304 Mailing Address: P.O. DO)x 471366 LAKE MONPLOE, n, 32747-1366 EMAIL: me keecont@LTt�l.corra 'II Lug �-J Mimi (n '0� pp � .0 (U 0 W Ws �} AND CDNDirlfl 1 �F r'G t5trq� r 10 CJ 4Yr VLNEET RMA1H_NI� LAS F PLOT DATE: 13 [ (,L N F1? ?Q02 REVISIONS P..EVI5I01,B �3/2 3/0I `0\9[111'k _2 _OW!,11T PTV15101l' 10/ a5 C?> 44 PC-VL3101,1 #1 1;./ 13 2 `XHKRAI D P`3_51 "" N N 0. U 4 2 5 (FOR EXTERIOR WALLS, RATINGS APPLICABLE FOR EXPOSURE TO FIRE ' ON INTERIOR FACE ONLY.) (SEE ITEf 5 4 AND 5) BEARING WALL RATINGS - 45 MIN., 1 1/2 OR 2 HOUR (SEE I(M5 2 AND 4) 7 ) ( 5 ) ( 5a X 5b )or( 5c C-MU,IOR WALL u0s -77 Side 4 y2 Interior Wall Side I. STEEL FLOOR AND CEILING TRACKS - (NOT SHOWN) - TOP AND BOTTOM TRACKS OF WALL ASSEMBLIES SHALL CONSIST OF STEEL f'IEMBER5, MIN. 'NO. 20 GSG (0.036 IN. THICK) GALV STEEL OR NO. 20 MSG (0.033 IN. THICK.) -PPIMED STEEL, THAT PROVIDE A SOUND STRUCTURAL CONNECTION BETWEEN STEEL STUDS, AND TO ADJACENT ASSEMBLIES SUCH AS A FLOOR, CEILING, AND/OR OTHER WALLS. ATTACHED TO FLOOR AND CEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24 IN. O.C. 2. STEEL STUDS - CORROSION PROTECTED STEEL STUDS, MIN. 3 1/2 IN. WIDE, MIN. NO. 20 GSG (0.036 IN. THICK) GALV STEEL OR NO. 20 MSG (0.033 IN THICK) PRIMED STEEL, COLD FORMED, SMALL BE DESIGNED IN ACCORDANCE WITH THE CURPEN T EDITION OF THE SPECIFICATION FOR THE. DESIGN! OF COLD -FORMED STEEL STRUCTURAL HEMDER5 BY THE AMERICAN IRON AND STEEL INSTITUTE. ALL DESIGN DETAILS ENHANCING THE STRUCTURAL INTEGRITY OF TFt WALL ASSEMBLY, INCLUDING THE AXIAL DESIGN LOAD OF THE STUDS, SHALL BE AS SPECIFIED DY THE STEEL STUD DESIGNER AND/OR PRODUCER, AND SHALL MEET THE REOUIUMENTS OF ALL APPLICABLE LOCAL CODE AGENCIES. THE MAX STUD SPACING OF \,,'ALL ASSEMBLIES SHALL NOT EXCEED 24 IN. O.C. (OP 16 IN. O.C. - SEE ITEM 5C). STUDS ATTACHED TO FLOOR AND CEILING TRACKS WITH 1/2 IN. LONG TYPE 5-12 PAN &AP, SELF -DRILLING, SELF -TAPPING STEEL SCREWS ON BOTH SIDES OF STUDS OR BY WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH TI-IE AISI SPECIFICATIONS. 3. LATERAL SUPPORT IIEMDERS - (NOT SHOWN) - WFIERE ReOUIPED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY f'lI_ �`,NIS OF 5"TEFL STRAPS, CHANNELS OP OTHER SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 4. WALLBOARD, GYPSUM* - GYPSUM WALLBOARD BEARING THE ULI CLASSIFICATION NARKING AS TO FIRE PE5I5TANCE. APPLIED VERTICALLY WITH JOINTS BETWEEN LAYERS STAGGEP.ED. OUTER LAYER OF 3 LAYER CONSTRUCTION MAY BE APPLIED HORIZONTALLY, THE THICKNESS AND NUNDEP OF LAYERS AND PERCENT OF DESIGN LOAD FOR THE 45 MIN., I HR, 11/2 FIR. AND 2 HIP RATINGS ARE AS FOLLOWS: INTERIOR WALLS WALLBOARD PROTECTION BOTH SIDES OF WALL - NUMBER OF LAYERS AND TFIICKNE55 PERCENTAGE OF RATING OF BOARDS IN EACH LAYER DE51C,N LOAD 45 HIN. *I LAYER, 1/2 IN. THICK. 100 HR. *1 LAYER, 5/6 IN, THICK. 100 1 1/2 HR. *2 LAYERS, 1/2 IN. THICK 100 2 FIR. *2 LAYERS, 5/8 IN. THICK 80, *2 LAYERS, 1/2 IN. TI-LICK 100 *2 LAYERS, 3/4 IN, THICK 100 *RATINGS APPLICABLE TO ASSEMBLIES SERVING AS EXTERIOR WALLS WHERE CLASSIFIED FIRE RESISTIVE GYPSUM SHEATHING TYPE WALLBOARD IS SUDSTITUTED ON THE EXTERIOR FACE. EXTERIOR WALLS WALLBOARD PROTECTION DOTH SIDES OF WALL - NUMBER OF LAYERS AND THIICKNE55 PERCENTAGE OF RATING OF BOARDS IN EACH LAYEP. DESIGN LOAD 45 MIN. I LAYEP,, 5/8 IN. THICK 100 FIR., 2 LAYERS, 1/2 IN. TFIICK. 100 1 1/2 FIR, 2 LAYERS, 5/0 IN, THICK 100 2 FIR. 3 LAYERS, 1/2 IN, TFIICK. 100 2 LAYERS, 3/4 IN, TFIICK. 100 SEE WALLBOARD GYPSUM (CKNX) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES OF 1/2 IN, OR 5/6 IN. THICK WALLBOARD. SEE BELOW FOP.. CLASSIFIED COMPANY OF 3/4 IN, THICK WALLBOARD. CANADIAN GYPSUM COMPANY - ULTRACODE OF TYPE IP-X3. UNITED STATES GYPSUM CO. - ULTRACODE OF TYPE IP-X3. YESO PANAMERICANO SA DE CV - ULTRACODE OP "TYPE IP-X3 4 A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO 5/8 IN THICK WALLBOARDS IN ITEM 4) - NOM 3/4 IN. THICK. CANADIAN GYPSUM COMPANY - TYPE AR. UNITED STATES GYPSUM CO. - TYPE AR, YE50.PANAHERICANO SA DE CV - TYPE AP. 4B. WALLBOAPD, GYPSUH* - (AS AN ALTERNATE "TO ITEMS 4 AND 4A) - 5/6 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 8) NOT REQUIRED FOP. SINGLE LAYER SYSTEM. CANADIAN GYPSUM COMPANY - TYPE WSX UNITED 5TATE5GYP5UM CO. - TYPE WSX YESO PANAHEPICANO SA DE CV - TYPE WSX 5. GYPSUM 31-11-ATI-IING - FOP. EXTERIOR WALLS, 1/2 OR 5/6 IN. THICK EXTERIOR REGULAR GYPSUM SHEATHING APPLIED VERTICALLY AND ATTACHED TO STUDS AND RUNNER TRACKS WITH I IN, LONG TYPE 5-12 BUGLE HEAD SCREWS SPACED 12 IN, O.C. ALONG STUDS AND TRACKS. ONE OF TIME FOLLOWING EXTERIOR FACINGS ARE TO BE APPLIED OVER. THE GYPSUM SHtATHING, A. SIDING, BRICK, OR STUCCO -- ALUMINUM 511)II"AG, STEEL. SIDING, BRICK VENEER, OR STUCCO ATTACHED TO STUDS OVER GYPSUM SHEATHING AND MEETING THE RFOUIRENENT5 OF LOCAL CODE AGENCIES. WItN A MIN. 3 3/4 IN. TFIICK. BRICK VENEER FACING, IS USED, THE EXTERIOR WALL RATINIG IS APPLICABLE WITH EXPOSURE ON EITHER FACE. BRICK VENEER WALL ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT HOPE THAN EACH SIXTH COURSE OF BRICK. B. f11NERIAL AND FIBER BOARDS* - EXTERIOR HARD BOARD PANELING, CHEMICALLY TREATED OVER GYPSUM 51-IEATHING WITH PRIMED OP FINISHED FACE, 7/16 IN. THICK BY 48 IN. WIDE. ATTACHED TO STUDS OVER GYPSUM SHEATI ►ING WITH 1 7/8 IN, LONG BUGLE -HEAD TEK FASTENERS 16 IN. O.C. AT TIME IHTEPMEDIATE SUPPORTS. OR, EXTERIOR LAP SIDING, CHEMICALLY TREATED, 7/16 IN. THICK BY 8 IN. OP 12 IN. WIDE. ATTACHED TO STUDS WITH 1 7/6 IN. LONG, BUGLE -HEAD TYPE TEK FASTENERS AT EACH LAP. PANELS LAPPED MINIMUM I IN. HASONITE COPP. - TYPE FT C. CEHENTH IOUS BACKER. UNITS* - 1/2 OP 5/6 IN. THICK, 50UARE EDGE DOAPDS, ATTACHED TO STEEL STUDS OVER GYPSUM SHEATH -LING, WITH 1 5/3 INI, LONG, TYPE 5-12, CORPOSION RESISTANT, SELF --TAPPING WAFER HEAD STEEL SCREWS, SPACED 8 IN, U.C. STUDS SPACED A MAX OF 16 IN. O.C. JOINTS COVERED WITH GLASS FIBER f IESH TAPE. UNITED STATES GYPSUM CO. - DUPOCK EXTERIOR CEMENT BOARD, DUPOCK CEMENT DOARD OR DUROCK. WHB (WATEP. MANAGED BOARD). D. WALLBOARD, GYPSU It. - (HOT SHOWN, AS AN ALTERNATE -1-0 ITEM 5C) - 5/6 IN. THICK INSTALLED VERTICALLY WITH 1 5/0 IN. LONG TYPE 5-12 STEEL SCREWS SPACED 12 IN. U.C. ALONG THE EDGES AND IN THE FIELD. JOINT COVERING (ITEM 8) NOT P.EOUIRED. CANADIAN GYPSUM BOARD COMPANY - TYPE WSX. UNITED STATES GYPSUM CO. - TYPE WSX YESO PANAMERICANO SA DE CV - "TYPE WSX. 6. FASTENEP.5 - (NOT SHOWN) - SCREWS USED TO ATTACH WALLBOARD "TO STUDS: SELF-TAPPINC, BUGLE HEAD 31-IEET STEEL TYPE, SPACED 12 -IN. O.C. FIRST LAYER TYPE 5--12 BY I IN, LONG FOR 1/2 AND 5/6 IN, THICK WALLBOARDS AMID 1 1/4 IN, LONG, FOP 3/4 INI. THICK WALLBOARD. 5ECOND LAYER TYPE 5-12 BY 1 5/F3 IN. LONG FOP 1/2 AND 5/8 IN. THICK. WALLBOARDS AND 2 1/2 IN. LONG FOR 3/4 IN. THICK. WALLBOARD. THIRD LAYER. TYPE 5-12 BY 1 7/6 IN, LONG. 7. BATTS AND BLANKETS* - PL_ACED IN STUD CAVITIES OF ALL EXTERIOR WALLS. MAY OP HAY NOT BE USED IN INTERIOR WALLS. ANY GLASS FIBER OP MNERIAL WOOL BATT 11ATERIAL DEAPIHC' THE UL CLASSIFICATIONI MARKING AS TO FIRE RESISTANCE, OF A THICKNESS TO COMPLETELY FILL. STUD CAVITY, SEE BATTS AND BLANKETS (137JZ) CATEGORY FOP NAMES OF CLASSIFIED COIIP4cs. 8. JOINT TAPE ADD COMPOUND - (NOT SHOWN) - VINYL OP, CASEIN, DP.Y OP PPEf11XED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER. LAYER. PEPFORA-1 ED PAPER TAPE, 2 IN. WIDE, Ef1BEDUED 11,1 FORST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYEP. *BEAPING "THE UL CLASSSIFICATIONI HARKING, 1. PLANS ARE DESIGNED FOR COMPLIANCE WITH CHAPTER 1606 OF THE SBCCI "FLORIDA BUILDING CODE", 2001 EDITION. 2.. DESIGN LOADS: .BUILDING #1 BUILDING #1 BUILDING #1 BUILDING TYPE PARTIALLY ENCLOSED OPEN OPEN BASIC WIND SPEED 120 MPH 120 MPH 120 MPH WIND IMPORTANCE FACTOR 1.0 (PER TABLE 1606) 1.0 (PER TABLE 1606) 1.0 (PER TABLE 1606) WIND EXPOSURE EXPOSURE B (PER 1606.1,13) EXPOSURE B (PER 1606.1.B) EXPOSURE B (PER 1606.1.6) INTERNAL PRESSURE COEFFICIENT DESIGN WIND PRESSURE PSF PSF PSF COMPONENTS- AND CLADDING PRESSURE PSF i=1.00, ex =E;, c i=0.00 0 VELOCITY ZONE ROOF WALLS 4 5. 120 MPH -19.74 -34.70 -49.81 +20.39 -22.85 121,32 -30,01 COMPONENTS AND CLADDING PRESSURE PSF * i=1.00, ex =B, c i=0.55 PE VELOCI TY ZONE ROOF WALLS _ 1 2 3 4 5 120 MPH -31.80 ::46.8:_3L:-6:2_:0:3j +32.45 -34.92 +33.38 -42:07 ** FOR ZONE LOCATIONS SEE FBC FIGURE 1606.2(c)." THE VALUE OF '-'o' SHALL BE TAKEN AS 4'-0". ** , d _1HjSO1UT IONS LNG 2816 PICKFAIR S1REE•T ORLANDO, FL - 32803-6827 PHONE: 407 897 546.1 FAX: 407 897 5461 CELL: 321 663 4981 EMAIL: archsolve@aol.carn 719H �tlhiSTnu CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 Pff 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com cy) <� 9 U) ' j) SI-HT UORMAII(M �K DATE 8 (KT09ER 2wz DRAWN BY: JI,F j SPA I PROJECT NO ----200v. LAST PLOT DALE 8 DE(aff-R 2f)112 OWNER REVISIONS _2 OW_ VIER REVISIONS 10/ 06/02 3 _ REVISION) #3_ �4 11111102 REVISION 114 12/13/02 UL A SSBABLY a n _U n m CU O X :n N t-> O_ UD U) rh CD C (7 C UI ry Ul O fV O O rV 0 CU U) to CD U) D r-h CD rt- c n 6 5 40 3 2 1 n 0 0 0 0 4 200 -0" 60"-0- 24'-0° 1 " 20'--0" 53"-0" OFF FACE or- I I HB BLUM 3 o ,1 C�l7LRR BROOM / DI-112 �M 1 GYP, 60ARD. PROVIDE - • ill / I L — -- J °' RIGID INSULATION DE'rWEEN 'v�� U O - — I I DRYWALL & EXTERIOR 6" VIETAL STUD WALL WITH - - WALLS MOISTURE -RESISTANT GYP. DR( ; PROVIDE SOUND INSULATION Ii�'-4" _ t - SHOP fla SHOWROOM I oa ( _ I 17-0' 9'-1' _ I? I cpacET - I RREAKROOM (_ 6 DI-109 DI-Io8 I v) I VII PROVIDE THERNAL EXPANSION PHORIE DEVICE AT COLD SIDE OF Roam — o WATER HEATER I I VAf'IE — r t,p I I va A L - SEE ELfiV I FL M� � I I 1= ob - - }`\ Exrtirrs OE vCi \ ^ % � Exam,'F vfr 2-HOUR RATED PAR] ( ION: of-IH " ExrElriS•OF VC1 _ /_ / ✓ �/ VI-100 3-5/6METAL STUD WALL -� - WITH (2)5/6" FPE-RATED GYP. L p/ SHOP E - U.L. BOARD BOTH SIDES P P. - o RATING U425; W/ 3-1/2' DATT X CONIC ETE I INSULATION TO 6-0" AFF �\ . x 4-6"I rA- II �\� Jo mw I I lL U-IIm ►nER AT 30' ry.r; fal uI % CaHItR ® 42' I �7q ¢ I 5-0''* IG' RECF!'�o4OP�fIST SHOWROOM I SALES65 ce>rEr I I A CAME DI-101 — }- HB - — -- -- — — — I - I p•_r rr-o' I ,ry_,�, �r-Ir rz-a' I I i I C?J C%lr-F tEt'10E Rc:KJM I — iol CAPPEi ( — � " t —1 „ I I I 5• _ YI'-4' _ 5"-0' C 4" X 4" POST DUMPERS @ 36, OC, 001-ffD VERTICALLY TO WALL LLARPS; TYP. o I GIRTS, LENGTH OF WALL AS SHOWN I I I SC >E _ 2/A7.1 Off *2 1 MANAGER'S OFPE I OFFDCE #1 I - C1carEr 1 I I I I comf MyEr 1 0, -0" iv _ 0 o a_-- _ — — — —•— • !— _ - ® DI-115C � _..._I 0'- o" i � DI--115E I-115A "• _ --. (� --t .__ ® � � ® �r n� � ® DI-115B}HBI � — o -1 J - I " 20"-0" �il-7" 40" "-0' 10'-0" IS"-0" I 4'-0° I 14' 6" 6"-0" 10"-0" I 4"-0' 8"-U" �E_ 0' I 13"-7" 4'-0" 10'-0' 10"-0" 20'1-0" 10 -0 15 -0 I — 6--0" ,I I I — P.00F o/ERr1AJi Eta$ 8' To "T of I I 1 GE — — — NIEatX- of Ilia COIL N (ca. LVE #5) 4'-0' ------------------------------------------12d="--------- - - 200'-0" -LOOR P LAN BULD ��AG I SCUE 1/3" KEY PLAN -.—(4�z rn TRl1SS AS5Eh1BLY BLUG - ,:OL U (' — � ^.;L� RESiR00td5 LUMBER STORAGE BUILDING SHOWROOM MILLSHOP Wil JAMilualia UIjj 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 4+ PHONE: 401897 5461 FAX: 407 897 5461 CELL: 321663 4981 EMAIL: archsolve@aol.com IM I& AN Kc a 00011/1 '10 7C1DHSTRU!imr10,H V'd- O' GEHERAL CONTUCTORS 790_MONROE RD. SANFORD, FL 32771 P11407 3231150 FX 407 323 9304 Mailuig Address: P.O. BOX 47 1.366 LAKE MONROE, FL, 32747-1366 EMAIL: mckcc znst@aol.coni •v CL .-P � q rR" ®teas V) W Z L_-_ (r) 51fEI' Rk ORN1A'IU1 DATE: 8 (X:`It)MR 2002 DRAWN BY: JLP / 5RR PROJECT NO: 20017 _ LAST PLOT DATA 13 DE(DABIR MR REV16I0115 1 owNER Rcvi�ior•IS :3 2:3�vi 2 MIR_REVINOND 10108102 3 REVISION #3 11/11/02 REVISION #`l 12% 13,102 BUQLUN G 11 N FLOOR PLAN CCOM41061E 1/8" SCALE v� G� �. 0 i -o (D CD n 0 x n i n� o_ (r_, c (D O rY O W 1-0 OD 0 0 pi (D H. Lo CD U) D rt- C 73 a7 n ".91fiffill P kml li CTs & of A 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 546*1 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: ardisolve0aol.com r COtlSTRUCTION CO, GENERAL COHTRACTOnS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeecc sk@aol.com L LU S < CDL (D 0 0 0 >< 0 0 Ul Ste. �J 4 % EET tf ORMAIM _ DATE 8 OCTOBM 2002 DRAWN BY: P-P / 5RR PROJECT NO: 20017 LASS PLOT DATE: 8 OCTOBER 20021 REVISK)NS _ OWNER REVISIONS 3/23/01 2 OWNER REVISIONS 10/08/02 OFFICE FLOOR PLAN 1/4" SCALE 0 C-) C7 CU CU r) O x, / W CL CCU C) Z3 Z 0 0 �o W w 0 a 0 (U U) CD U) tfi CD r,- C 0 I'-2" I 7 6 SEE CIVIL DRAWINGS FOP-. HVAC Q 1 14 3 2 CONO. LINE TERMINATION POINT __L__ I t_- 4 200'-0" I 1 I - 120' I I I I 801_0' 01— 5-0' 22'-G' 5" 0" 25"-0" 5' 0' 25'=0' 5'-r0" 25'-0" 5" 0" 1 15"-0" 15 0" 15'--0' 5'-40" 6-0" 5'- 0" -- I7."-6' 5'-0" 30'-0" 30"-0" 30'-0' I — — 20'-0" 20'-0" 18'-10" 1'-2' 2S 10 5) 5-TON 1NAC LINTS 53 -0" _ ... I ar. SlAO To BC Oj IIB 1 of X X cv -- -- --�--1-rtlJ�N - J ., � ` !! L _I_ J w !! L _I_ �e !! L _I_ _j !! L _I _j III !! LI-�I_ J �e - ! L -I- J e ! L -I- -I e s ` - - / 1- \ - !! F- .1 `\ !! F-1 �\ !! �` ! - ,� 1 I p- 5 WALL ! i TDE "1 ! F 1 TDE- � ! F- -1 �' e / r F 1 i F- 1 �ti s! F I �� !! ti !! �,, ! I IP-1 \ F-1 /I . Lp I-IP-2 ! HP-2 ti HP-2 HP-2 I =j1L=== ===1 d �; I HP-2 I HP-1 I I \ I 40' 81'II8' 32" 34" 37" 4" 60"-0" - TDE 1 ( TDE 1 I . 1 >-DE 1 I TDE 1 ( �I III I I. I 0111 O _ 1 41 L%3 L jI 7"_7' 1 I I o I 1 I I 1" I TDE 1- 1DE_ I I I w 4" PVC COND, LINE I z i I 1 1 I BY PLUMBING U 1 1 ! - 1 CONTRACTOR. SEE 1 III\ CIVIL DRAWINGS FOR �n Q TERMINATION POINT "? co I/- __j I I I I PROVIDE DRAIN LINE AT WATER HEATER I r . " I 3000f - CONCRETE I TDE-2-F- SLAB 4" 3000� CONCRETE � 4� : ,::' ...•, 1 <� WITH FIBERMESH I ( I I SLAB WITH FIBERMESI-I __j t k'::>—TDE-1 I I I I I II • I I I I I �I I I TDE - •1---�r i I I I I II I I 1 I i I I ►I 10"-0' 10'-0' 20' -0" 10'-0' 15'-0" 20"-0' 14"—II'' 10 _01 TDE-1 TDE- I TDE-1 TDE-1 TDE- •1 TDE-1 TDE-- -1 TDE- -1 _1 P _\II / HP-1 e IIP-2 r e HP-2 t e HP-2 t e HP-2 I t e I t e 1 HP-2 t 1 I_IP-2 r 1 \ I I / F-1 � _ I ! � F-1 I ! �' F-.I I ! �e1 •I !! �, !! �� F 1 �,! �� - I--_ 1 !! � F-1 BOLLARDS; I'(P.1- ---1!! --�- 1 SEE2/A7.1 . — r=--------- `-_ .-� -— — — — _ --- . e....� r — ---_ --- _- _� . ,.1— - _ __- -1-�- -_= _ �-_= -=1 - r=- ` --- . -71_N_ _/ � . — — - - -I. — — RECESS SLAB TO ACCOMODATE ROLL -UP DOOR: 1" DEEP RECESS SLAB TO ACCOMODATE ROLL -UP DOOR: I" DEEP FIB RECESS SLAB TO ACCOMODATE ROLL UP DOOR: 1" DEEP RECESS SLAB TO ACCOMODATE ROLL -UP DOOR: I" DEEP X 10'-0" WIDE BY 10" PER DETAIL 2/A1.3; (TYP.) I X 10'-0" WIDE BY 10" PER DETAIL 2/A1.3; (TYF'.) I X 20 -0" WIDE BY 10" PER DETAIL 2/A1.3; (TYF'.) 1 X 10'-0" WIDE BY 10" PER DETAIL 2./A1.3; (TYP,) I I 1 ------__ •�, f}.• - vi-'-------------- - - - - � Ir---------- -- -. _-- �..�.x -- -. _ --_-• -_ 'fi.Ij' --_ _- I 'J'1.'. � I'T'"P�J --------------- I t. _—_--- — 0 BDp.rLiauc; fl — FOUrdDAs oON P2.r,N SCALE: %" = 1'-0' KEY PLAN ;�- - ; --------- -- I 'TRUSS ASSEMBLY BLDG U RESTROOMS 211�' u' LUMBER STORAGE BUILDING SHOWROOM MILLSHOP TOP OF SLAB 0 0'-0" (ASSUMED) - 0'-0" 0'_10` ti _I _q. .. FJ, • ROLL UI DOOR SLAB RECESS DETAIL SCALE: W' = 1'-0' F-1 5' X 5' X 2' W/#5 REBAR AT 8" O.C. &, # 5 HAIRPIN X 20' LONG F-2 24'W X 12"D W/(2)#5 REBAR TDE-1 TURNED DOWN EDGES TO BE 24" WIDE X 16" DEEP CONTINUOUS AROUND PERIMETER OF SLAB W/(3) #5 REBAR CONTINUOUS TDE--2 TURNED DOWN EDGE TO BE 8" WIDE X 8" DEEP CONTINUOUS WITH (1) #5 REBAR CONTINUOUS HP-1 20'-0" #5 HAIRPINS AT CORNERS, BENT -1-0 @45- ANGLE HP-2 20'-0" #5 HAIRPINS AT SIDES, BENT TO 01190° ANGLE �A,dijlljj .J920 III WHIMS & U[SICW 2816 PICKFAIR STREET ORI.ANDQ, FL 32803-6827 PHONE: 407 897 546.1 FAX: 407 897 5461 CELL: 321 663 4981 EMAIL: archsolvega0l.com i COHSTR'U9190111 CO. GENERAL WITRACTOR 790 MONROE IUD. SANFORD,1132771 P11407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 -.EMAIL: mck ,onstaUl-c0111 a U� L a .0 U� N o (n r-) o < [L = (10 z U) %flf DATE 8 (D(:10ouz 2002 DRAWN BY: p.t' / _cRR.. PROJECT NO: _ _ 200V LAsr PLUT DATE. 2002 OWNER REVISIONS 3/23/01 2 OWNEP._RGVISIONS 10/O6/02 3 REVISION #3 11/II/OZ BULUVIG #1 FOUNDATft ON PLAF1 ��. C) -o cD CD n 0 x n i n UD C CD O r) 0 N N N O O N O O rU 0 CD N CD U) n rt CD rt C 7 Q) -D D LEGEND 7 X 4' LAY —IN FLUORESCENT LIQIT FIXTURE ,a CEILING MOUNTED SMOKE DETECTOR r X 4' SURFACE MOl1NTED LIGHT FIXTURE EXHAUST FAN 0 Q tD or DIRECTIONAL R�CESL D , FIXE 0', 2- PUL13 STRIP FLUORESCENTS o H.V.A.C. DIFFUSER ` ,YP" BOARD CELING, PANTED RETURN AP. OR EXHAUST CRLLE %VMJ ER HEAD 7 X 4' GEEING EXIT LIGHT DIRkCt10�1 m e)fff DO( t f HEAT DETECTOR EMERGENCY LICKING PLASTER / BULKHEAD O MGH BAY LIGHTING COUNG MATEMAL / HEGHT 4 cr-0" CEILING MATERIAL CELNG HEIGHT AFF I ACOUSTICAL CEWC, TILE (24' X 40') 2 EXPOSED STR"E 3 PANTED GYPSUM BOARD 4 PAWED STUCCO BULM,AG 4uH - REFLECTED COUNG PLA H SCALE: 1/8" = 1'=O" KEY PLAN -- � TRUSS MElABLY CLOG O EE u ��L� fiESTFt(?GM"a LUMBER S10MGE BUILDING / SHOWROOM MILLSIIOP u[SI A 2816 PICI'FAIR STREET ORLANDO, FL 32803-6827 4* PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: arclisolvo@aol.com COHSTR UCTION CO. GERERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 ENTAIL: nickeeconst@oLcom Ni Ir C�L CIO (n U) ,.� .0 0 w E E ,) (n OWN 0 0 4 uy-) T IfORMATK)N _. DATE 8 OCI(M 2002 DRAMI BY: jLP /�SRR PRO$CT NO: 20017 LAST PLOT DAIS: 8 OCT<.J A 2002 REVNQHS OWNED: RLVIS0.15 3/23/01 2 OWNED REVISIONS 10/08102 REFLECTED COUNG PLAN A Z411 1 y� N #rt.enva�twsm.vCst�amreznrLxeu V.en#mczY,n2.aunsnM»i.K�.n#sw.V'�xY�. C CD EAVE; HGT. 22'-O'' n rt- EAVE' HGT. Iq'-0" GALVALUME SCREW —DOWN R—PANEL ROOF A51 12 TT CD AWNING BOTTOM 13'-0" 0 FU �n PTO STUCCO J OVER, Cm PUP STUCCO n o — OVER CHU CD zi FIN. FLR. 0'-011 .._. .._.... ._ _ • a- 9 GALVALUME SCREW—DOWN 6'' METAL' GUTTER �� R—PANEL ROOF ROOF PEAK 1:12 PITCH EAVE 'HGT. 22'-0" 46" X 46' 11,11AKE - LOUVERS; LOCATE TOP 7771 OF OPENINGS @ 20'-6" 1 o'w x - PRE ENGINEERED METAL -- ----14' HIGH = _— 14' HIGH R__PANEL WALLS DOWNSPOUTS; EXACT —_- LOCATIONS Top by IETAL I3LDG. MANUF. FIN. FLP. 0'--0" _— - ------ _ a n • OFFICE /�MILL�SFJOP�-WESTLEVATI N E ■ r EAVE NGT, 2 ROOF FI T. I( EAVE HGT; 14 WING WALLS WITH PAINTED STUCCO FINISI FIN FLP. 0'-i 6 - s SCALE: V �, OFFICE / MILLSHOP m EAST ELEVATION 24" CLEARANCE FROM 6 TOP OF POOR FRAME TO BOTTOM -OF CANOPY -- — 20'w X --_ _-14' HIGH 46"H X 6" PIAM. oOLLARPS, TYP. GALVALUNIF SCREW -DOWN R-PANEL ROOF moo` 12 _ ---- — ---- - X = 14 HIGH = - "R"-PANEL WALL PANELS __- -- --- _—_ CAVE HGT. 22'-0" 10'-0" 12 -� AWING --= BOTTOM @ 15'--O" FIN, FLR. O'. 0" I AS-1 4 GALVALUME 6 METAL GUTTER SCREW -DOWN R-PANEL. ROOF 3 1:12 PITCH NA 5a I I I I — . -- . — . — . — -I— . — - — . — — — . — — I — EAVE HGT. 22'-0" Y MANSARD HGT. Iq'- EAVE HGT. 14'-0" 10'W x 14' Y HIGEI = I --- --- -1 SOFFIT HGT, 13'-0" AT MANSARD SOFFIT HGT. 12'-0 AT ENTRY FIN, U. O'-O" I AKURCIS & Uf W*-V$ 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 41t PHONE: 407 897 5461 FAX: 407 897 5461 CELL-: 321 663 4979 EMAIL: arclisolve(@aol.Gom Mailing Address: P.O. BOX 47.1366 LAKE MONROE, FL 32747-1366 EMAIL: mckec nst@aol.coni HET ff0RtAA'll0N____ DATE 8 (?C1 om- t 21142 DRAWN BY: lP•T' / 5RR �rIS MOYJ N(Y __.2WI7 TOP LAST PLUf DA•IE _ 8 (YT(ALR Z(Y)2 IE TAL RE'ISI)P 13 _ I OWNER REVISIONS 3/23/01 _T 2 OWNER REVISIONS 10/06/02 IF. BUILUNGi # A EXTERIOR ELEVATION SCALE: V n / �U C� CD CD CD / O X D I a) CD- U) rh O CD C) H G U� C7 U1 ru C-) ru (D U) Lo CD U) D CD C-) r,- C ❑J -U D 0 'ALL MARK ASSEMBLY DESCRIPTION 11K HEIGff REMARKS 3V METAL STUDS 0 16" O.C. WITH ONE (1) LAYER X? TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH 3W BATT INSULATION 49„ TO 6' ABOVE fitfitVV�._� FMNSttED CEILING _ . (XX) �XX) VW MARK ASSEMBLY DESCRPTM 111K. FMIT REMARKS tUTWO ..� l 373" METAL STUDS @ 16" O.C. WITH (2) LAYERS 76' TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE WITH I 3W BATT HSMATION �5'3 , TO BOTTOM Of S1R.UCTUR.E 2-HR. RATED PARTITION U.L. ME%N #U465 MARK ASSEMBLY DESCRPTK)N 11K. FEu1T REMARKS 6" METAL STUDS ® 16' O.C. ONE (I) LAYER V WATER-RESISTANT TO 6' ABOVE 141E GYPSUM WALLBOARD BOTH 31PE5 AT 7V4" FISHED CEO. IC FIXTURE WALL; PROVIDE 3W BATT INSULATION � BULUNG fl - CONTFUED YAL 0 BULUNG ffH - WALL Er,RTMON & NTERKO"R ELEVATUq TAG Igg gifiN UJI 2816 PICKFAIR STREET ORL.ANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 6461 CELL: 321 663 4981 EMAIL: arclisolve@aol.com Ko cotism Jmm co. / (� 'iAENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771. P11407 323 1150 FX 407 323 9304 Mailing Addiess: P.O. BO,Y 471366 LAKE MONROE, FL 32747-1366 EMAIL: mck onst@aol.com FRI <1 e J KX- rr` IL .tea t �r� `tea T UORMMI )N DAM- -0�. t UE3LR 2002 DRAWN BY: LAST PLOT DAii~ B DEt_Dd1AJZ 2002 Owru REVuIOr1 3/23/0i 2 OWNER RC03101\15 10108102 3 REVuOIJ #3 11/11/02 4 REV1310r1 p 12/13/02 BULMAGIN WALL PART ` Ot ! PLAN INTERIOR EL I V ATM PLA1'1 13 R—PANEL ROOF R—PANEL ROOF cr rr-rcn r-II BULUNG 1{1 — WALL ROOF PLPaP:I SCALE: 1/8" = 1'=O` A14 h • 1 1 I t�(j tom: i l ff uts & Vl-S IS 2816 PICKFAIR STREET' ORIANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsolve@aol.corn foumWo COHSTRUMION CO. GENERAL CONTRACTORS 790 MONR.OE RD. SANFORD, FL 32771 P11407 323 1150 FX 407 323 9304 - Maing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckmonst(�aol.4otn a �® tt .use V %EET If-ORMAIM _ DATE 8 Oct OBIR 2002 DRAWN BY: f-P / SRR PROJECT NO: 20017 LAST PLOT DATE: 8 OcILUO R 2002 REVISIOMS _ OWNER RLVISIONS 3/23/01 2 OWNEP PEVISIONS 10108/02 y 1 LINE OF OVERFIANC, hIIOH SIDE 4 3 210"-0" - 10'-0" II I I I I � i i iI I cl 1 I 4' X 4" POST DUMPERS ® 46" OC, 1 BOLTED VERTICALLY TO WALL GIRTS, LENGTH OF WALL a I I I I n Low SIDE TRUSS ASSEMBLY KEY PLA�-A U RESTROOMS LUMBER STORAGE BUILDING SHOWROOM MILLS11017 GUTTER, 611 WIDE - 0 IE ARTMON SCHEDULE (Not ALL PAVfIfION TYPES N(XEO DELOW ARE SPEcrmv ON THE FOLLOWING DPAWINCS) MARK ASSEMBLY DESCRIPTION THK. I"VQ1T REMARKS �j - 376" METAL ST S 0 16' O.C, WITH � X" cmupf EACH ro WITH AfION if2 .0 6" AbOVE THE "11511E) CEILING ......_ _ . V VIETAL STUDS @ 16' O.C. WITH 7'99T"F X' GYPSUfj WALLBOARD ON EACH )1 1'�ITH 3f" BAIT kJSULATION `I�" To DO f TOM OF 3rPUCTURE 1-1-IR RATED PARTITION; U,L. DESIGN U465 _ 6' HE STUDS 0 " Ii ' O.C. ONE I� LA�P ° 1l'ATEP—R.E5ISTANi �A Y �UIT'LI QAki9 G'FVANIC TILE BO(tl SIDES At rI -iu?E WALL, PP,OVUe 3Y2" DATT IJSIA.A110A 7'/Ir TO 6" ABOVE TF►E FIPnStIEO CEILNG Lr_`.► I[CCIt L` 1 S' CONCRETE BLOCK 7V TO 10"-0'" ADOVE FINISHED FLOOR 6' NETAL STUDS @ 16' O.C. ONE (1) LAYER YS' WATEP-P.,ESISTANT GYPSUM WALLBOARD ON TOILE I' SIDE; 7/a" TO DOr"r0I) OF ACK.EV LATH STRUCTURE w W ON �/2, CUX PLYWOOD E ' I ERIOR SIDE; w 3Y2" ElATT INSULATION I. VERIFY ALL WALL FWISHES WITH FNSN SCHFDULF. 2. ALL PENETRATIONS THROUGH FIRE PI;fED PAP, ff11ONS SHALL BE PPOTECTFD TO NAINTAN P,EQUIR,ED FIRE RATING. 3. USE WATER RESISTANT GYPSUM BOARD IN ALL PESWOOMS, JANITORS ROOMS & FOOD SERVICE AREAS. 4. PPOVIDF STUDS OF SUFFICIENT CAGE FOP, PAPTIPION HEIGHT PER MANUFACfUPER'S PEOIAREMENTS. 5. AT MULTIPLE LAYER WALLS CAULK BETWEEN METAL STUD & GYPSUM BOARD. PROVIDE NEOPRENE BETWEEN ONE TRACK & FLOOR. 6. PROVIDE CONTINUOUS BEAD OF CAULK AT PERINETEP OF OVEP. LAYER OF GYPSUM BOAPD. c� I DINE OF BUILDING BELOW -------------- \— / RE.STROO, PRE-ENGINEERED 201 _ ME"IAL BLDG WALL Z DF I 0 I - FULL HEIGHT 1_-_ _� o STEEL STUD (6")1 _ _ ^T_ FRAME WALL I7 pm 6" (INSIDE TO 1,79 1` 1 1 INSIDE DIMENSION) — — )1— _ I �n PLUMBING WALL - 1 LAUY'S / 202 (. _02-202 rl ri - - PRE—ENGINEERED METAL F3LDG WALL. —' BULUNG #2 - FLOORPLAN SCALE: 1/6" = 1'-i 71)2—:�201 - MEN'S R ES TROOM 201 i L f A6A REV l 2 0 W TO c\l (T5 Fff l 2 A1+6➢o11 1 l'J I N 3 LAD Y`S RESTROO 202 D2-202 BULDIAG #2 - E"I"I'LARGED FLOOR PLAN rnWni.une scnEw-PawN R-4"nr][1 vooF 1:12 PITCH QD DOWNSPOUTS INDICATED ALIGNED FLUSH WITH FRONT OF COLUMNS TYP. OF (q), NO SPI.A.`:?[-UI_lC Y,,5 GALVALUME SCREW —DOWN R—PANEL P,OOf- -rjj��BU�LDI\,,AG- #2 - �R(0-)()F�PPLAN J J 89-liffsA J112 J'A Plllvu l f 1cls & ursi 1 s 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 41t PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 32169 498-1 EMAIL: arctlsglve@aol.corn EVIW CCFf15TIMUICTION CO. GENERAL CONTRACTOnS 790 MONROE R.U. SANFORD, FL 32771 PH 407 323 .11.50 FX 407 323 9304 Mailing Adds-ess: P.O. BOX 4'1.1366 LAKE MONROE, FL 32747-1366 EMAIL: mcke1v st@aol.com *Ail w oL-1 W co C MNJ' E Mom 0(V >< (n 0 c/) �Z, "16!! Sm'TWORMATTON _ DA IE; 8 O�ifAER 2002 DRAWN BY: _ P / SRR- PaOJE'vr Na:----__-----zo0I LAS'r PLOT DATE n NOVEMBER 2002 REVISlONa vkwp��11 R? VISIOHS j/23/0-1 RI -VISIONS 10/OFS/02 VISIOrI #3 11111102. BU DVIG #2 LUMBER STORAGE BL DG,, ROOF & FLOOR, PLMIS A.- 0 r s n cD r0 n 0 x n n-� ru C. in CD cz. 0 n rt 0 to Q 0 0 0 CD n n CD CD n rt -o n O `I. HIGH SIDE EAVE HGT. PRE-ENGIN METAL BUII FIN. FLR. G MURK #2 - SOUTH ELEVAT rvvN'\' EAVE HGT. 10'-0" FIN. FLR. O'-0' i— — — — -r— / \ / ♦ / \ / \ / \ / \ / \ F-2 -��----------1/ \1---------------1/ \1---------------1/ \I ----------------I/ \1----------------1/ `.1----------------1/ \I ---------------I/ \�----------' I- _ /L _ _ J\ TDE- _ V�`1TDE-2 /L _ _ J\ TDE-2 /L - _ J\ TDE-2 /L _ _ J\ � TDE-2 /L _ _ J\ TDE-2 /L__ J\ TpE-2 /L _ _ -1\ TDE-2 �.�`� F-1 �,- T7 -F-1 / F-1 \ / F-1 \ / F-1 \ / F-1 \ / F-1 \ / F-1 \ / F-1 \ T- I II \ HP-1 i HP-2 I i HP-2 I i HP-2 I ♦ i HP-2 I HP-2 I , HP-2 I i I-IP-2 I HP-1 I 11 '1 I i- i 1. TUE-1 6" THICK 3000# CONCRETE SLAB 6" THICK 3000# CONCRETE SLAB 0 TDE-1 WITH FIRERMESH; BROOM FINISH WITH FIBERME$H; BROOM FINISH I 1_71Ll1 TDE-1 II / HP-1 HP-2 i HP-2 HP-2 HP-2 HP-2 HP-2 HP-2 Hp --I 1_LF-1 \ -- / \ __ / ♦ -- / \ -- / \ ---- / / �' TDE-1 /1 F-1 TDE-1 (\ /I F-1 TDE-1 I\ /I F-1 TDE-1 I\ /I F-1 TDE-1 I\ F-1 TOE- 1 I♦ /I F-1 TDE-1 I\ /j F-1 TDE-1 < < F-2 - - - - - - - �:: 14 _ __ y - -1 _A TDE-1 4" THICK 3000# CONCRETE SLAB W/ FIBERMESH IN SCALE: 1/6" = 1'=01' 12 )W SIDE LOW SIDE \VE HGT. I6-°0"_ EAVE HGT. 16-0' PRE-ENGINEEREP METAL BUILDING - IN. FLR. 0'-0" 'jk FIN. FLR. 0'-0j1 0'-0' aBULDRIOG #2 4SCALE: 1/6" = 1'-0" ��BU9VIlSYf�9�' #2 � II.�1R�9�#�4� ST�S��F��E�B �J�.�V�G�-�F ��1P�YILA��Pd �PLhF.1 HIGH SIDE 12 EAVE HGT. 20'-1' I PRE-ENGINEERED METAL BUILDING EAVE HGT. 10'-0' 1 I _ _ FIN. FLR. 0'-0" ............ .. . ........ ....... "..' . . ..... . r5. 0'-0' a .. • 1`10IRTs o ELEvAvON" SCALE: 1/6" = 1'=0" KEY PLAN m E]] T[tUSS ASSEMBLY BIDG s- (D U 3 2 �� STRooMs v MILLSHOP �. LUMBER STOW BUILDING FOUNDATION SCHEDULE ULE BLDG #2 F-1 5' X 5' X 2' W/#5 REBAR AT 8" O.C. & # 5 HAIRPIN X 20' LONG F-2 4' X 4' X 2' W/#5 REBAR AT 8" O.C. TDE-1 TURNED -DOWN EDGE TO BE 24" WIDE X 16" DEEP CONTINUOUS AROUND PERIMETER OF SLAB W/ (3) #5 REBAR CONTINUOUS & LAPPED TDE-2 TURNED -DOWN EDGE TO BE 42' WIDE X 16" DEEP CONTINUOUS AROUND PERIMETER OF SLAB W/ (5) #5 REBAR CONTINUOUS & LAPPED HP-1 20'-0" #5 HAIRPINS AT CORNERS, BENT TO @45' ANGLE HP-2 20'-0" #5 HAIRPINS AT SIDES, BENT TO @90' ANGLE L/\!\VI 1 Ll,VLI lll\1 IV vl.• DETERf11NE0 BY f TAI BILK BUNLlLli NG #2 - EAST ELEVA u ON MANUFACII.IRER C -2) SCALE: 1/8 = i =0 150-WATT HIGH-PRESSURE GALVALUME SCREW -DOWN 2 ,SODIUM WALL-PAKS 3 4 3 6 % 8 9 P-PANEL ROOF ("(YP. OF 6)n I i 1 I I I I I I OPEN DAYS FOR (:= AGE OPEN DAYS FOR LUMBEP STORAGE r•— e g r STEEL COLUMNS; TYP. I OPEN BAYS FOP. OPEN BAYS FOR OPEN DAYS FOR OPEN BAYS FOP LUMDEP. STOP.AGE I LUMDEP STORAGE LUf18EP. STORAGE LUMBER STORAGE h• WONG #2 EST ELEVAT01"'l �� SCALE: I/8 = I =0" LOW SIPE EAVE HC,T. 16-04 — EAVE HGT, 10'-0j1 FIN. FLR. 0'-0' HIGH SIPE EAVE HGT. 20'-1" DOT OF PANEL 16'--0" FIN. FLR. 0'-0' Jm' �UWIM 2816 PICKFAIR STREET ORLANDO, FL 328016827 4* PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsolve@aol.com 4C0NST!RUCT10eNc0(-)1 GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com < o LJ c� %aw# U) .72 >17, E E n cn X cn 0 0 Jc: z <, T MORMATI(M DATE 8 OCTOM 2002 DRAWN BY: tP / SRR PROJECT No: 20017 LAST PLOT DATE: 8 OCT(m 20u2 _ REVISIONS _ OWNER REVISIONS 3/23/01 2 OWNER REVISIONS 10100102 BUILD G #2 LUMBER STORAGE BLDCo ELEVATIONS & FWDA'IION A2 2 7-1 o _u _y ------ ---------------- ----------------- ------------------- ----------------------------------------------------------------- ----------------------------------- T_ 200-0 11 25'-011 25-011 25'-011 25-011 23'— 10 l'-2 rr i I — 25'-0 25'-0 ----------------- ;01 ell I 23'10 ol T_ 301 _T 15 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- L— — — — — — — — — — — — — — — — — — — — — — — KEY PLAN ul*--Q_�z lw rn 3 3 Lu I RUSS ASSEMBLY BLDG"' ME 0 RESTROOMS MILLSHOP LUMBER STORAGE BUILDING MARK ASSEMBLY DESCRFTION TICK. HBOIT RE -MARKS L4 6" CONCRETE BLOCK 776 10 FI10"-0" ABOVE NISFEP PI-Oop, VA A" KVW\ 13 - TRUSS ASSEMBLY�B11W.�D'��i� - FLOOR PLAN BU110NG US% MIS 2816 PICITAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5161 FAX: 407 897 5461 CELL: 321663 4981 EMAIL: archsolve@aol.corfl Al&�IZU'rG IlrA% COHSTRUCTIOH CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, Fl, 32771 P-11 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mQkeQc t@601,coul (D CL C7) mom= E .0 E Q-11 0 0 0 0 .c: U) cn Z uf) 9-UT KORMAI VN DATE 8 (x--r(m 2oo2 DRAWN BY: Ml / 5RR, PROK-T NO, 200V LASI'PLOT DATA 11 W)VEMBER 20()2, REVISMS Z!� OWNER R.EV1310[15 3/23/01 2 OWNER RW510H5 10/00/02 Rw510N #3 11/11/02 BUIDNG B FLOOR PLAN A Vd) 13 0 I..l 9 � 7 6 AU 3 2 � —0" 17'-6" 5' 10" 20'-0" 5' 10" 20"-0" 5' 10" 20'--0" 5'40" 20"-0" 5" +0" 20'-0" 5"-10" 20'-0" 5"-10'' 17"-6" 5'-01' 1'-2" 23'-101' 25'-011 25"-011 25--01' 25"-011 25"-011 25"-011 23'-1011 V-21f I - ---_-# 1=--- - -- 1==-----_ ---- _------___--==7"�1----=_=----=----I _-----------_- 1=----_=----__"=- - - -_ —_- -_-t- --Fig --- A .. ►------ 1, � I, � � / � / I F-I � / i F-I ♦ // I F_I �` // I F_I �\ // I F_1 �` // I /1F�- - 1 HP -I NP-2 ti / HP- 2 ti i I IP-2 ti NP-2 ti i NP-2 NP-2 / NP-2 f IP-I I \ . I TDE-i TDE-I TUE-I TDE-I TDE-I "CUE -I TDE-I TDE-I I II I I I i I I I II t. . I c I I 1 I LINE OF EXISTING I I CONCRETE SLAB 14" 3000# CONCRETE I I TDE-I TO REMAIN BELOW SLAB WITH WIRE MESH TDE-I J WITH BPOOf'I FINISH � CAI I I i I C)kL:D f d 61, DEEP X 101, WIDE X - - - --- - - - - - - - - ------------------------------------------------ 150'-0' LONG TPENCI-I DRAIN i I , I i I i TO BE FIELD LOCATED I y i 1 _ 10, 01 C14 cv II I I I I II I I I I 1 4" 3000# CONCRETE I 51_AB WITH WIPE MESH WITH BROOM FINISH TDE-2 LINE OF EXISTING SLAB I BELOW NEW SLAB I j lo EXISTING 6" CONCREITE SLAB TO REMAIN. POUR . ir_\di 01 A r) -r/l /ll /r_nl A \/ 1?11 A C2/)X /r_ r V IC'rlr.11 0-1 A Gl 61, PEEP x 0 wTO TRENCH AIBe �E�JLOCATeP F®UN®ATON SCHEDULE BLDG #1 F®-1 5" X 5' X 2' W/#5 REDAR AT 8" O.C. & # 5 HAIRPIN X 20' LONG T®E-1 TURNED DOWN EDGES TO DE 24" WIDE X 16" DEEP CONTINUOUS AROUND PERIMETER OF SLAB W/ (3) #5 REDAR CONTINUOUS/LAPPED TDE-2 8" WIDE X 8" DEEP TURNED DOWN EDGE W/ (3) #5 REBAR CONTINUOUS/LAPPED HP-1 20"-0" #5 HAIRPINS AT CORNERS, DENT TO @45 DEGREE ANGLE HP-2 20'-0" #5 HAIRPINS AT CORNERS, DENT TO ®qO DEGREE ANGLE ' 11 KEY PLAN - 0-, - z- ,, / " . , w i er, / = i — I TRUSS ASSEMBLY BLDG RESTROOMS in MILLSHOP 11 LUMBER STORAGE BUILDING ,2 WONG #3 - ➢RU;.`i ASSEMBLY WONG - FO&1fJDA7UN Ai.F. inn. = r=o. Af E• i I a 11 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 N*t PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: arctisolve@aol.com CONSTRUCTION CO. / GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckccconst@aol.com AIL o ..zzom . E E 0 o >< 00 �J Jc: ou) S ET KORMAHON DATE: 8 MT00 2w2 PRAWN BY: JW / 5RR PROK T NO: 20017 LAST PLOT DATE 8 OCTOM 2002 REVISK)tdS I OWNER REVISIONS 3/23/01 2 OWNER REVISIONS 10/03/02 BUILDIP',!3 #3 FOUNDAVON PLArl Q ��_ 0 L-;� wK n 0 x n W W D tt� CD 0- O n C-F 0 UD ru rQ a 0 ru Q �D cn Lc) CD 3 cn n n CD n r+- c 3 CD D n HEAVE NG y. Ig'-0,I VI NIJ WAL 0 —(,p . PTD CHL FINNFFLR. Y 0 —011 EAVE { ►GT. FIN. FLR. 0"-0" 0'-0' FRONT / EAST EILIE&Jh IT0N SCALE: I/8" = 1"= 0" REAR / WEST ELEVATDN SCALE: 1/8" = 1'=0" 3 t1 �61 \6J A5.3 � KEY PLAN M TRUSS ASSEMBLY BLDG � o o�- ❑ RESTROOMS , fn MILLSNOP LUMBER STORAGE BUILDING SAVE F EICK — 18"-0° FIN. RR. 0'-00 EAVE FIGT. IS'-0" C_HU WALL MIGI•IT PTD CHU AN. FLP. _ 0'-01'' ltioll[o]�I�ILI ILlu ggi 11 It 1 & PICKFAIR STREET O" 32803-6827 PHONE: 407 897 5461 407 897 5461 CELL: 321663 •. archsolve@aol-wrn COHSTIFRU ION CO. GENERAL CONTRACTORS 90 MONROE RD. SANFORD, PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMA11,: mckeec�t@aol.eom HET UORMA IM DATE 8 OCT om 2{30? DRAWN BY: _ til / SRR PROJECT NO: 2001E LAST PLOT DATE: 8 OCT{?B[Tt 2002 MUMS OWNER REVISIONS 3/23/01 2 OWNER REVISIONS 10108/02 BULDING #3 FRONT & REAR ELEVAMNS 0 e A n rA.Il1 nn/1! 1 �T R �US S�A �% E �MB �LY �BU � �LD � �NG �R � G�H T�/ �NO �R7T �HE�L �V A T � 0 N SCALE: 1/8" = I"=0" Mk�l�I�A ,v� IEI�Ef�IL�J �11��P9�1� �LEC"il / °��u9JdG0�EL E U!„TO:�f�! SCALE: 1/8" = 1"=0" KEY PLAV9 ��—- J� J TRUSS ASSEMBLY BLDG U V !r o Q 2 Y ❑ RESTROOMS i MILLSfIOP LUMBER STORAGE BUILDING _ — EA_VE HGT IIrIG 14"-011 m �l SAVE HGT 0•—On AtCi ttCCT 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsohre@aol.com McKee CONSTRUC71ON CO. GENERAL ICONTRAICTOnS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeecanst@aol.com do �a 0) /-"' f. �') A n 2. > < 0 SIM KORMAI M DATE 8 _OCIODER 2002 DRAWN BY: P-P / MR, PROJECT r0. 2wII LAST PLUT DATE 8 (X'IC.}IrIR 2`XJ2 OWNED PEVISIOrIS 3 23 01 2 WNW PEVISIONS 10/08/02 LEFT & RIG11T ELE A ! i'��1 (jNS J 3 A A .s.nr+.erg«e.wm�ro.w,�.n».awsrmsu:.+v-� n z (U C-J C) , X W - I p_ r Lo CD Q O C) rt O LD t-� N Lo rV i o ry rD I a U) CD Lo n j C7 Z rD n C '7 �Inj�p\p[��\t�'p PLAN No-4m -, z KEY U Lu uj m 3 /� co TRUSS ASSEMBLY BLDG 0 0 v o ❑ RESTROOMS , ai MILLSHOP LUMBER STORAGE BUILDING DOWNSPOUTS INDICATED ALIGNED CENTERED ON FRONT OF COLUMNS, DOWNSPOUTS TO BE vvw1v1)rvv 1 � nvvi�M i w MWWAF.v L.Gw 11-t«v - ON FRONT OF COLUMNS. DOWNSPOUTS TO BE PROVIDED BY METAL BUILDING MANUFACTURER. TYP. OF (q) EACH SIDE mN lEk.VJSS ASSEMBLY EdJVONG — Cd(PO8 PI1P+,N u \j SCALE: 1/8" = I"=O" A f• S 1 1 I� P. AVUHICTS & DESK S 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 , r'to+ PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aoLcom m o 0 amh CONSMUCTION CO. GENERAL CGNTRACTWI 790 MONROE RD. SANFORD, FL 32771 P.H 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aoLcom AILM API 0 !.J J 0 0 cn >< 0 . W C/) c REFET FORMATION DATE 8 OCTORA 2007 DRAWN BY: PY / SRR PROJECT NO: 20017 LAST PLOT DATE: 8 OCTOBER 2002 REVI5101d5 I OWNER REVISIONS 3/23/01 Z OWNER REVISIONS 10/08/02 BUIDING #3 ROOF FLAN Z411 At, (o -o c-) CD cD 0 x D LT1 a CD a O C� rt O l0 W ru CD CD CD L0 m LD D n CD CD rt cz -] a) D 2'-0" WRAP AROUND AT BULPNC CORNERS 3' VINYL REINFORCED METAL BULDNG NSULA 3' VINYL REINFORCED PETAL BULDNG INSULATION 1#5 CON( AT WEL a' NOOK AT LINTEL =1 6' BATT INSULATION — — — — EAVE HcUf I 1 12 1 1 64 I 1 I 1 1 'R' PALL MANSARD 1 11 1 t — EAVE HEIGHT CHANPJEL I i I _ I 13•_4 13'-0' _ � T10�Df 50Frif MANUFACTURER'S STMIPARD W[ITE 'R' SOFFIT PAIL LAY-N ACOUSTICAL TLE VERTICAL REWOP.CNC.: 1 #5 INI CELL - SEE FLOOR SOLID C,ROUTED PLAN FOR LOCA110NS I- I 38' GYP BOARD OVER I%' METAL STUDS AT 16" OC W/ A, RK.7D PANTED STUCCO FINISH INSULATION BETWEEN l I 1= _ 8' CMU, FLOAT FINISH � _ I_ STRUCTURAL COLUMN BEYOND I = , REFER TO 'USA' DRAWINGS SEE PLAN FOR COLUMN BOX -OUT -I- IloNfAL RENNG FORC I 4' CONCRETE SLAB I FII'm FLOOR _ 0'-0' (REFERENCE) d �r . A ,.. GRADE L— — — — — — --------J COLUMN PAP BEYOND SEE FOUNDATION PLAN AND PETALS �ECTI�N - lUILDINU #1 ®FFICE @4LL -0" a WING WALL SECTION - BUILDING #1 0 OFFICE SCALE: W = 1'-0' I�•-0' TOP Of NANSAPP 'R' PArIEL MANSARD 13'-0" BOTTOM OF SOff IT — 3" VINYL RENFORCEP NE (AL BUNADING INSULATION — 26-CAGE GALVAI.In ROOF STAPIIARU 'R' PMIELS Pupo-S AT 5'-0' 0 11 7 STRUCTURAL COU111 MY%V REHR TO 'USA' URAWINGS 4" CONCRETE SLAB SAVE HEIGHT —� 22'-0' �— ALUM GUTTER STANDARD 'R' WALL PAILS W/ 'SIGNATURE 200' FINISH (OWNER SELECTED STU COLOR) 26—C,ACE GALVALUME ROOF STANDARD 'R' PANELS I 12 �I i I I I 10'-0' (NOT TO SCAU) I 3' VINYL REINFORCED METAL BULDNG INSULATION CHANNEL _ FINISI I i ° e L_---- COLUMN PAD BEYOND SEE FOUNDATION PLAN ANP PETALS • WALL SECTION ` - BUILDING #1 - MILLSHOP SCALE: W — 26-GAGE CALVALUME ROOF S;ANDARU 'R' PANELS PURLNS AT 5"-0' 12 —�i m LAY-N ACOUSTICAL 6" BATT INSULA101 GYPSUM BOARD OVER 11' METAL STUD FURRING — STRUCTURAL C(ALITH BEYOND REFER TO 'USA' DRAWINGS - 4' CONCRETE SLAB EAVE fflafT _ _ W-0 ALUM CUTTER & DOWNSPOUTS CHAffL STANDARD 'R' WALL PANELS W/ 'SIGNATURE 200' f"511 (OWNER SELECTED S (U COLOR) 3' VINYL REINFORCED METAL BULDNG INSULATION I CHANIL I QUI-I FLOOR 0'0' (REFEP WE) I L------T--------J l_ -- COLUMN PAD BEYOND SEE FOUNDATION PLAN AND PETALS n WALL SECTION - BUILDING #1 - OFHCE SCALE: 16' = 1'-0" "I mcls & ui81c . 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aol.coni PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mcke nst(tbot om < N _9111T tf-ORMATIM, DATE 8 OCTONR 2W2 DRAWN BY: N' / SRR PROM N0: 200 V LAST PLOT DAIS: 8 M10BTR 2002 REVISIONS I OWNER PU1510t,15 3/23/01 2 OWNER PTV1310�15 I<J/C18/02 WALL SECTIOkI S -p z c� CD (-D m CD x i A (Jl I ru a ID LID U) c Z) (D n cn j UI lv 0 a i (D Lo CD L n CD n . rf• 73 ->J D I /-I, 7CG ni In1 11.10 WALL SECT�ON - BLDG Aur I! L), - u. � G un E A V E i i L--------------------------------J COLUMN PAD DEYONP SEE FOUNDATION PLAN ANP DETAILS OFFICE mILLS1lop WALL SECTDN" BLDG #1 OFFEE/M115"1110P, I)/' /'A11r. /CAI \/AI I IMr_ nnnr. L--------------------------J COLUMN PAP 6EYONP SEE FOUNDATION PLAN AND DETAILS WALL SECT01 C= BULUNG #1 'NIT J GADLE D T," WALL PANELS IATURE 200j, FINISH SELECTED STD COLOR) CHANNEL H FLOOD. ?" (P' FK ENCE) unn MUSmip ,JAI��•SAn �IdA 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4981 EMAIL: archsolve@aol.com CONSTRUC 110H CO. GENERA, CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 P.FI 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeecoask@aol.coni P a f y y a�91�j —, ' ■ ®IAO JE E CD 0 �1 -z 1 %IEET K'ORMATM DATE 8 OC'TOBER 2002 DRAWN BY: JIT / 5RR PROJECT NO: 20017 LAST PLOT DATE 13 DECEI M 2002 REGIONS _ I OWNER REVISIONS 3/23/01 2 OWNER REVISIONS 10/08/02 3 PEVISION #3 11/ 11/02 4 REVISION #4 12/ 13/02 WALL SECTION BUII-MlGS #1 & #2 A LI 2 ,D.) 0 -- °�SCALE: 14" SCALE: A" = 1"-0" SCALE: A" = 1"-0" v i 0 cu CD 0 x D• Cn W a Lo Ci) Q CD C) r-t CD CD CJl U, Lo Pi 0 CD R) CD U) LCI CD U) D INSTALLATION DETAILS (4) Sd NIALS INTO TRUSS/RAFTER (4) 8 NAILS INTO TOP PLATE 5C,At_E: N.T. WALL SEUDN - BLDG #3 VA WALL,5ECTDN - BLDG A-3. c" -Icr_ no In 1K10 -1C /� A /`G /` A l t/ A l i IP,1G n /1/)G Gf-IT )TTER & DOWNSPOUTS 9 "R" WALL PANELS ,IATURE 200" FINISH SELECTED STP COLOR) CHANNEL H FLOOR )" (REFERENCE) -- - ----- - - - - - J COLUMN PAO BEYOND SEE FOUNPATION PLAN AND PETALS WALL SECTUN - BUENN"G #2 - LOW EAVE UA F • hoE'l Mj IOW AM 1 c7Is & U1190 1A 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4919 " EMAIL: arclisolve@aol.com nf�r mo in �. i COHSTRUCTIAN CO. _ GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com �9 0 allT UORMA]"11 DATE 8 OC I {DER 2002 DRAWN BY: U / SRR PROJECT NQ 200V LAST PLOT DATE 8 MOM 2002 REVISIONS I OWNER REVIS101,15 3/23/01 2 OWNER REVISIONS 10/08/02 WALL SECTU] BUILDINGS #2 & #3 SCALE: Y" = 1"-0" % SCALE: Y4" = 1'-0" SCALE: Y" = 1"-0" i -o z n C CD [D 0 x n U, LO CD CD - CD rt LID 0 0 W 0 ry 0 C] nj CD N CD 73 UD n CD rF C H u n DESIGN CRITERIA: DI ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE STANDARD BUILDING CODE LATEST EDITION. GENERAL: GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED. BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G2 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. G3 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. G5 PROVIDE 6MM POLYETHELENE VAPOR BARRIER, VISOUEEN OR EQUIVALENT OVER TERMITE -TREATED, WELL -COMPACTED SOIL FOUNDATIONS: F I CONTRACTOR SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF THE DESIGN SOIL PRESSURE REQUIRED BY THE SOILS REPORT. CONCRETE & REINFORCING: Cl CONCRETE WORK SHALL CONFORM TO ACI CODE REODUIREMENTS FOR REINFORCED CONCRETE (ACI 318-6q) C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS: FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE 3,000 PSI C3 REBARS SHALL CONFORM TO ASTH-615 GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC 6" ALL OTHER 36 PIA (12" MIN) C5 REINFORCING IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR PIA AT SPLICE UNLESS OTHERWISE NTTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. C6 MINIMUM COVER FOR REINFORCING SHALL BE AS DETAILED. MASONRY: MI MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARDS\ BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY (ACI 530-88/ASCE 5-68) AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-88/ASCE 6-88). M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90, M3 MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. M4 SEE FOUNDATION PLAN FOR ALL VERTICAL REINFORCING. TYPICAL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. M5 PROVIDE FILLED PRECAST U-LINTELS W/1#5 CONT. AT ALL OPENINGS WHERE CONCRETE BEAMS ARE NOT SHOWN OR NOTED [16 EXTEND ALL VERTICAL WALL REINFORCING TO 2" OF TOP OF WALL OR BEAM UNLESS OTHERWISE NOTED. M7 CONTINUE REINFORCING ABOVE DOORS & -WINDOWS CONT. PVC JOINT INSER FILLED CEU CONTROL BLOCK UNIT CONT. BACKER ROD AND SEALANT BOTH SIDES — 3/8" JOINT TYP. CONTROL BLOCK UNIT NOTE: 1) "m."=MASONRY CONTROL JOINT 2) PROVIDE A DUMMY JOINT AT TIE BEAMS IN LINE W/ MCJ. M.CC.1 ©ETAL SCALE: N' -- I"-0" 24" Oil itc I OF GIRDER ABV. 12��_ FIG. BLW. AND COL. (3) CHU CELLS FILLED W/ 3000psi CONC. AND W/ (6) #6 VERTICAL (2) IN EACH CHU CELL (EXTEND ALL VERT. REINF. FROM 8" HOOK IN FIG. TO 8" HOOK IN BEAM AT T/WALL TYP.) SCALE: N' PRE —FAD METAL KEYWAY (GALVANIZED) x—x—x—x--) (-x—x—x— , t- op- I� 6,1 611 CONSTRUCTION JOINT TYP, COLD JOINT BETWEEN POURS OCCURS ONLY AT "C.J." LOCATIONS SEE FND. PLAN EXPANSION JOINT MATERIAL l EXPANSION JOINT I" DEEP SAW CUTS TO BE MADE 1/8" WIDE x I" DEEP WITHIN 24 FIRS. OF POUR. AS PER GROOVE WITH FAST DRY SPECIFICAVONS WWF SHALL TRAFFIC SEALANT FILLER AT BE CONTINUOUS AT ALL CONTROL EXPOSED FLOOR JOINTS (TYP. C.J, U.O.N.) x—x—x—x—x—x—x—x— in SAW. CUT JOINT TYP. "C.J." on fnd. plan CONTROL KDANT DETALS. 3 SCALE: X P WELDED —WIRE MESH TURNED EDGE (TDE-1) SCALE: %" = 1"-0" r 014 mi (1) #5 VERT. REINFORCING ADJACENT TO EACH OPENING OR Q48" O.C. -�— 8" CHU FINISHED FIRST FLOOR � 0"-0" (P,EFERENCE DATi�`i) III - III lil. '— C, 5 (—) #55 CONT. W/#3 'll CROSS —TIES AS NEEDED REFER TO SPECIFIC BUILDING FOOTING SCHEDULES FOR PINENSIONS & REINFORCING WALL SECTON - BLDG #3. SCALE: Y" — I" 0 G" 9GG nl Inl hmc 4° CONC, SLAB W/ 6 X 6 - 10/10 W.W.M. ON 6 MIL VAPOR. BARRIER ON CLEAN, WELL -COMPACTED, TERMITE - TREATED FILL WELDED —WIPE MESH — FIN. FLR. SLOPE DOWN 0'-0" GRADE - av •v ,d TI_� TIC-1 r=7Fr- 1 #5 CONT. evil TURNED EDGE (-FDE-z) SCALE: Y" = I'-0" lG SAVE VARIES AT GABLE END 21 '1!' n A /If_ /I A l l/ A I I IMG nnnr_ i 1-------- - - - - -_ - COLUMN PAD BEY01`IU SEE FOUNDATION PLAN AND DETAILS WALL SECTUH o BULDING #2 SCALE: Nil = 1"-0" ATT INSULATION HEIGI IT 1 GUTTER & DOWNSPOUTS NNEL NDARD "R` WALL PANELS "SIGNATURE 200" FINISH NER SELECTED STD COLOR) VINYL REINFORCED -AL BUILDING INSULATION CHANNEL FINISH FLOOR _ 0.-0" (REFERENCE) A► ur_CIS & UISICI S 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 44� PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: arclisolve@aol.com FCOH IST1E>t=11ON CID. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com c 0 c cn e w� E E O O � (/)0 O U z =3 <L. %FET FORMATION DATE 8 OCTOBER 2002 DRAWN BY: J1 P / SRR PROVT N0: 20017 LAST PLOT DATE 8 OCTOBER 2002 REVISIONS OWNER. REVISIONS 3/23/01 2 OWNER REVISIONS 10/08/02 WALL SECTIONS BUIDINGS #2 & #3 0 T n n 0 CD- n cn CD a CD f-t- CD ru CD M U) n CD n MIRROR L I - - c I LADYfS RESTWOM SCALE V4" = 1'-0" 0 MEN°5 RESTRO®M e J SCALE V4" = 1'-0" BREAK ROOM SCALE: %"= 1'-0a --- RECEPTUA SCALE: % "= 1'-0" x 0 I BRECEPTON ® SCALE: Y "= 1'-0" TOILET PAPER DISPENSER` 0 PAPER TOWEL MIRROR DISPENSER SOAP GRAB BAR SANITARY DISPENSER _ NAPKIN - DISPOSAL - FINISH FLOOR 1"-6" 4'-0" RECEPT011 SCALE: %"= 1'-0" EOUAL I'-6" EQUAL 1'--6" °®� REC EPTON RECEPTOri SCALE: % "= 1'-0" � � SCALE: Y "= 1'-0" ACCESSORY / RXTURE MOUNMNG 'H E � GHT 5 SCALE: W = 1'-0" 7p 3,411 Iy 1" "6- BULUNG ENLARGED TOIIIIFV ROOM PILFoPJ SCALE: %2"= I -0" ------------ 10, _0" 0 1 RESTR(O®t 9201A 1 201 I � I I 2' -f-3" I I I L -J 1 I O O� f U O I f -I I I I I I i I I I L--- 1 RESTROOM 202 �/(0202A 10,_0" BULNi IIG 12. 0"ALARGED TOLET ROOM PLAN SCALE: V2"= 1'-0" TOWEL NOOK Q) 1 iCl SOAP DISH B — r� I Cu LAVATORY Cl l O U d -_ HANDICAPPED INS] ALLA"(ION: EXPOSED 1-10( WA"(EP &. DRAIN PIPES TO UE INSULA I ED (SEE PLUMBING FIXTURE 50-IE1)ULE) Z_- GYP. BD. TAPED & SANDED WALL MTV. NIRPOP 36" 100 PAPER HOLDER /r__CRAB BAR �L a� = BASE P41 TOILET ROOM ELEVATON. WA (ER COOLER. I CL -U r-- ZLGYP. BD. TAPED & SANDED7 WALL M TD. MIRROR PAPER TOWEL DISPENSER `J �` REQUIRED C,LEAPANCES j„ INDICATED BY DOTTED I f IIN. z- LINE/DIMENSIONS. 4i�)-l ;'' IAX. 171, SCALE: VZ"= I'-0" 18" PIO7Ta: ---- I. INSTALLATION OF ALL FIXTURES & ACCESSORIES NIRROR IS TO BE IN ACCORDANCE WITH FLORIDA TOILE ( ACCESSIBILITY CODE AND CURRENT REOUIPEI`*NTS OF THE AMER,ICAN DISABILITIES ACT. ' --------- -Z - o SEE FLOOR PLAN FOR - COUNTER SIZES PAPER TOWEL DISPENSER 24 EACH TOIET ROOM (HANDICAP AC.CESSIBLE� 30" 4 B„ Va" GYP. BD. EACH I SIDE OF (1) TOILET PAPER DISPENSER - SURFACE MOUNTED ' " 56 _ i _ 3" METAL STUVS 924" O.C. (I) CRAB BAR - 42" / MOISTURE -RESISTANT GYP, BOARD i TO BE USED @ ALL PLUMBING WALLS (I) GRAB BAR - 36" PAPER HOLDER ; 5'-0" TURNING RADIUS (1) MIRROR (1) PAPER TOWEL DISPENSER - SURFACE MOUNTED ------------- (1)URINAL SCREENS (WHERE APPLICABLE --SEE PLANS) L--------------- NOTES: \ I. ALL ITEMS LISTED ARE "6013RICK" AS THE DESIGN BASIS ` 2. DRYWALL CONTRACTOR. TO PROVIDE ALL REQUIRED ` BLOCKING IN WALLS FOR ACCESSORIES SCALE: W= 1'--0" DRINKINC, FOUNTAIN TO BE INSTALLED IN ACCORDANCE TO SECTION 4.15 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. SEE FLOOR PLAN FOR CLEARANCES [� u o -- o 1u 3 ECWC ELEV SALE: V2"= 1'-0" PLAS. LAM. ON /Q" SOAP DISPENSER—] PLYWOOD COUNTER Y-0" & SPLASH - - INT� CON1•.2x4"S PLAS. LAM. ON Yj" PLYWI) INTERMEDIATE SUPPORT. SEE ul� ELEVATION FOP LOCATION I TOGGLE BOLTS @ 12" O.C. EACH SIDE OF DIVIDER, ' STAGGERED l WALL TILE BASE SECTON LAVATC)"RY 11` SCALE: IVz" = 1'-0' ILAHM-1-1 AMINCTS & RKNUA 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsolve c@i aol.com CONSTRUCT10H CO. GENERAL. CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 P11407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeaconst@aol.co.m 00 0 0 >< 0 0 <L, Z St l E'T KORMAMN DA'IE 8 OCT(ATR 2002 DRAWN BY: SRR PROJECT NO, 20017 LAST PLOT DATE 8 OU06I R 2002 REVISMS _ OWNER REVISIONS .3/23/01 2 OWNER PEVISIOrIS 10108102 ENLARGED PLAN INTERIOR ELEVATIONS A fiI_o I -o CD CD C) O D V Q 5- LO (- CD rr O 0 10 ru PU 0 LO 0 �D co U n n CD 73 Cv -O D 0 ROOM FKSH SCHEDULE _ Space Floor Base WaIls Ceiling No. Aame Borth East South West Material Height — BUILDING #1 100 SHOWROOM CARPET/VCT VINYL PTD GYP BD PTO GYP BD PTD GYP BD PTD GYP DO ACT 10"-0" IOOA RECEPTIONIST CARPET VINYL - PTO GYP BD PTO GYP DO PTO GYP BD ACT 10"-0" PTO GYP BD PTO GYP DO ACT q"-O" - 101 CONFEPENCE CARPET VINYL PTO GYP BD PTO GYP DO 102 OFFICE #2 CARPET VINYL PTO GYP BD PTO GYP DD PTO GYP DU PTD GYP BDFACT T "-0" PTO GYP DO PTO GYP DOACT q"-0" - 103 MANAGER'S OFFICE CARPET VINYL PTO GYP DO PTO GYP DO PTD GYP DO PTO GYP DD PTD GYP BD PTO GYP DO ACT q"-0" q"-0" - 104 OFFICE I CARPET CARPET VIN L VINYL PTD GYP BD PTO GYP BD PTD GYP DO PTO GYP DO 105 SALES PTD GYP BD PTO GYP DO - - 106 MECHANICAL CONCRETE - PTO GYP DO PTO GYP DO PTO GYP DO PTO GYP BU ACT q'-0" - 107 Pi LONE ROOM VCT VINYL PTO GYP DO PTO GYP BD PTO GYP DO PTO GYP DO ACT q"--0" - 106 BREAK. ROOM VCT VINYL PTO GYP BD PTO GYP DO PTO GYP DO PTO GYP DO ACT q"-O'' _ - IOq SHOP OFFICE VCT VINYL PTO GYP DO PTO GYP BD PTO GYP BD PTO GYP DO PTO GYP DD ACT q"-0" 110 MEN"S RESTROOM VCT VINYL PTO GYP DO III SHOP PESTROOM VCT VCT VINYL VINYL PTO GYP BD PTD GYP BD PTO GYP BD PTD GYP DO PTO GYP DO PTO GYP BD ACT -- q"0 " PTD GYP BD PTD GYP BD ACT q"-0" LADY"S RESTROOM PTO GYP BD ACT q'-O" [1112 SHOP RESTR0011 VCT VINYL PTO GYP DO PTO GYP BD PTO GYP DO VCT VINYL PTO GYP DO PTD GYP BD PTO GYP DO CONCRETE PTO GYP DD PTO GYP DO PTO GYP 6D VCT VINYL PTO GYP BD PTO CMU PTO GYP BD VCT VINYL PTO GYP DO PTO CMU PTO GYP DO PTO GYP BD ACT 10"-0" - 114 HALLWAY PTO GYP DD - - - 115 MILL SHOP BUILDING #2 PTO GYP BD ACT 9"-0" 201 MEN"S RESTROOM PTO GYP BD ACT q"-0' 202 LAUY'S RESTPOOM BUILDVIG #3 301 ELECTRICAL CONCRETE - PTO CMU PTO CMU PTO CMU PTO CMU BO DECK, 10'-O" PAINT TRAF 6" PIA S'(EE FILLED WITF %" EXPANSI PAVING OR CONCRETE DEEP AND #5 PEBAP p 16" BOLLARD SCALE: A` = 1 —0" Remarks BOTTOM OF ROOF DECK. ATTACH RUNNERS AT 24" C/C METAL STUDS SOUND ATTENUATION .--- W8" TYPE X GYPSUM BOARD. ATTACH AS REOUIRED FOR TESTED ASSEMBLY ACOUSTICAL SEALANT o FINISHED FLOOR z ONE-[-IOUR WALL SCALE: N.T.S. 2816 PICKFAIR STREET ORL.ANDO, FL 32803-6827 ♦0� PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsolve@aol.com PI1407 323 1150 FX 407 323 93W Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mck m1gaw corn U W fie SET K-ORMAIM DATE: 8 OCTG'fft 20U2 DRAWN BY: JLP / yF.R PROJECT NO: 200V LAST PLOT DATE B Off IOCER. 2002 REVISMS OWNW, REVI310[13 3/2.3/01 2 OWNEP REVI31011I3 06/02 FIN ISH SCHEDULE v m< r� CD CD n 0 x / A CID i a U) CD n L71 CD CD 0 W O N I„ Q CD U� rt- C v FLU51-1 COILING OVERHEAD DF Fo Co SF [BOOR ELEVATIONS SCALE: YV = 1'--0" INTERIOR 8" CONCRETE BLOCK GROUT CORES SOLID AT JAMB -CONT CAULK LINE OF SILL BELOW ALUMINUM FP Ar1F WINDOW SCFEDULE ° ° D ° CONT SEALANT EXTERIOR. ULL MARBLE SILL CONT CAULK SEALANT FLASHING E\TEI�I!)f� SCALE: 3" = 1'-0" DOOR ALUMINUM THRESHOLD HANDICAP ACCESSIBLE CONCRETE WALK OR STOOP SLOPE DOWN AWAY FROM BUILDING I/4" PER. FT. Q MAX. SLOPE DOWN :Q q d 4 d a :d q• d �.4 d q 1/2" 14\ EXPANSION MATERIAL SILICONE SEALANT BED 1_ n.k DOOR @ EXT. WALL o AL CAULK INTERIOR,, CONT MASONRY JAMB ANCHOR. 5 hIN PER JAMB Ll I 1 A Vrll I ,. ------ S" dONC. BLOCK GROUT CELL SOLDHOLLOW f ETAL FRAME, GROUT SOLID SEALANT, COW/2" (FEAD PETAL SIM�.AR) AMB DETAIL @ MASONRY WALL SCALE: 3" = 1'-0" 311IN AS PeOUIP-r' DOOR CASING 78" GYP.1304 3 2X4 WOOD JArIv I WOOD AMB DETAIL 7 SCALE: 3'= 1'-0" 4" THICK CONC. SIDEWALK TYP. SLOPE %/ FT. Qa a . Q W EXPANSION JOINT FILLER ALUM. STOREFRONT DOOR TYP. ALUM. THRESHOLD - SET IN CONT. SEALANT BED X a 4" THICK CONC. SLAB SEE - STRUCTURAL DWGS. 11 �a 4 a� "AS SCH. 'L 'IAS Sal." ,2'-0" 6'-0" 2'-0' 4'-0" 6"-0'' _ 5"-0" _011 w\1 lei u� v TEMPERED Cl �+ j SIDELIfE �/ cTj 1 r` BOTH SIDES 1 4 I. I. I. BRONZE TINTED GLASS W, BRONZE TINTED GLASS INTERIOR INTERIOR BRONZE ANODIZED ALUMINUM FRAf1ES BRONZE ANODIZED ALUMINUM FRAMES % ", CLEAR CLASS % ", CLEAR GLASS 2" FRAME TYP. 2" FRAME TYP. O O O O O O O FRAME ELEVATIONS WINDOW ELEVATQONS SCALE: %" = 1'-0" SCALE: %'' = 1'-0" DOOR SCHEDULE - BUILDHIG fl DOOR FRAME DOOR DETAILS MARK DOOR SIZE ACrION ELEV LABEL MATERIAL FINISH MATERIAL MASH ELEV HRDWR SET' TI- RESHOLD GLAZING %I JAMB HEAD REMARKS DI-100 (PR) 3'-0" X 7'-0" X IV SWING SF - ALUM -GLASS ANODIZED ALUMINUM ANODIZED 3 KEYED METAL TEMP 4/A8.1 - - CLOSER DI-101 5-0" X G-8" X IV SWItlJG F - SC WOOD STAIN WOOD PAINT - PASSAGE - - - 7/A8.1 7/A8.1 - 0I-102 3'-0" X 6"-8" X Ida" SWING F - Sc WOOD STAIN WOOD PAINT - KEYED - - - 7/A8.1 7/03.1 - DI-103 3'-0" X 6'-8" X I7a" SWING F - SC WOOD STAIN WOOD PAINT - KEYED - - - 7/A8.1 7/A6.1 - DI-104 3'-0" X 6'-8" X IV SWAG F - Sc WOOD STAIN WOOD PAINT - KEYED - - - 7/A8.1 7/A8.1 - DI-105A 5-0" X 6"-8" X IV SWING F - SC WOOD STAIN WOOD PAINT - PASSAGE - - -- 7/A8.1 7/A8.1 - 0I-10513 (PR) 3'-0" X 6'-8" X Ike" SWING. OF - i SC WOOD STAIN WOOD PAINT - PASSAGE - - - I 7/A8.1 7/A8.1 - DI-106 (PR) 3'-0" X 6-8" X 17a" SWAG OF -/, X SC WOOD STAIN WOOD PAINT - STORAGE - - - 7/A8.1 7/A8.1 - DI-107 5-0" X 6-8" X Ida" SWAG F SC WOOD STAIN WOOD PAINT - STORAGE - - - 7/A8.1 7/A8.1 - DI-108 3'-0" X 6'-8" X Ida" SWING F - Sc WOOD STAIN W000 PAINT - PASSAGE - - - 7/A8.1 7/A8.1 - DI-IOq 3'-0" X 6'-8" X Ida" SWAG F 1 1/2 HR, B HOLLOW METAL PAINT HOLLOW METAL PAINT I KEYED - - - I/A8.1 I/A8.1 CLOSER DI-110 3'-0" X 6'-8" X I7a" SWING F - SC WOOD STAIN WOOD PAINT - PUSH/PULL VINYL - - 7/A8.1 /A/8. UNDERCUT Y" DI -III 3'-0' X 6'-8" X iY4" SWING F 1 1/2 HR, B OLLOW METAL- PAINT IIOLLOW METAL PAINT I PRIVACY VINYL - - I/A8.1 I/A8.1 CLOSER 0I-112 5-0" X 6-8" X 17," SWING F - SC WOOD STAIN WOOD PAINT - PUSH-PULL VINYL - - 7/A8.1 7/A8.1 UNDERCUT X0 0I-113 3'-0" X V-81' X 170" SWING F 1 1/2 HR, B I OLLOW METAL PAINT HOLLOW METAL PAINT I PRIVACY VINYL - - I/A8.1 I/A8.1 CLOSER DI-114 (PR) 3'-0" X 6-0" X Ida" SWAG DF 1 1/2 HP, B HOLLOW META. PAINT HOLLOW METAL PAINT I LOCKSET VINYL - - I/A8.1 I/A.81 CLOSER, ASTRAGAL DI-115A 10'-0" X 14'-0 COILING C ALUMINUM FACTORY - - - MANUF. LOCK - - - .3/A8.1 - - DI-115D 10'-0" X 14'-0 COILING C - ALUMINUM -FACTORY - - - MANUF. LOCK - - - 3/A8.1 - - - DI-115C 20'-0" X 14'-0 COILING C - ALUMINUM FACTORY - - - MANUF. LOCK - - - .3/A8.1 - - DI-1150 3"-0" X 7'-0' X IY4" SWING F - METAL PAINT HOLLOW METAL PAINT I LOCKSET rlI fAL - 5/A8.1 2/A8.1 2/A8.1 CLOSER 1)I-115E 10'-0" X 14'-0 COILING C - ALUMINUM FACTORY - - - MANUF. LOCK - - - - - DI-115F 3'-0" X 7'-0" X IY4" SWING F - METAL PAINT HOLLOW METAL PAINT I LOCKSET METAL - 5/A8.1 2/A8.1 2/03.1 CLOSER DI-115C. 20'-0" X 14'-0 COILING C - ALUMINUM FACTORY - - - MANUF. LOCK - - - - - DOOR SCHEDULE - BUILDIN+s ifs DOOR FRAME DOOR DLTAIS MARK DOOR SIZE ANION ELEV LABEL MATERIAL FINISH MATERIAL mvi aEV tiRDWR SET T RESHOLD GLAZING SQL. JAMB HEAD REMARKS D2-201 3'-0" X 7'-0" X IY4" SWING F - HOLLOW METQI_ PAINT HOLLOW METAL PAIN I PRIVACY METAL - - 2/A8.1 2/A8.1 UNDERCUT %" D2-202 3'-0" X 7'-0" X IY4" SWING F - HOLLOW METAL PAINT HOLLOW METAL PAINT I PRIVACY METAL - - 2/A8.1 2/A8.1 UNDERCUT y" DOOR SCHEDULE - BULDNIG #3 DOOR MARK DOOR SIZE A(-- rI0N ELEV BE D3-301 3'-0" X 7'-0" X IY4" SWING F - RECESS AT DO^ ncrn In" nn' /III nnr.u.In DOOR GUIDES PEMB EXTERIOR PAN- �AMB DETML @ PEMB -- I 3 I FRAME _ DOOR DETAU 3 MATERIAL F>NISH MATERIAL FlNISH ELEV HRI)WR SET T FESHOLD GLAZHG SILL JAMS HEAD REMARKS HOLLOW HETA1, PAINT HOLLOW METAL PAINT 2 LOCKSFT METAL - 5/A8. 8/A8.1 8/A8.1 - CONT CAULY METAL CHAI PEI iB EXTERIOR PA CON f 9EAl h - SCALE: 3" = r-O" "a, 3 HOLLOW METAL FRAME 0 �D t- - a woo-1 ir•i anmon )E DOUBLE JAMB STUDS HOLLOW METAL FRAME DRYWALL JAI`113 ANCHOR MIN, 3 PER JAMB AMB DETAL ME I AL STUD SCALE: 3" = 1'-0" rAwcnj2 i joi n ul ittIcis & of SICK S 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407.897 5461 FAX: 407 897 5461 CELL: 321 663 4981 EMAIL: archsolvela�aol.com cKee CONa'fRUCTIOH CO. l GENERAL CONTRACTORS 790 MON.ROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com 41 0-m% 44 �omw -0 a) U) ILI I E 0 (n >< cn r) 0 0 < �j cn Z L. v SHEET K-ORMAIK M DATE 8 OCr0W 2002 DRAWN BY: pj> / SRR PROJECT NO: 200V LAST PLOT DATE 13 DE MU, 2002 REVISIONS I OWNER R. VISIONS 3/23/01 2 OWNER REVISIONS 10/08-5/02 3 REVISION #3 I/ 11/02 4 REVISION #4 _I 12/13/02 DOOR SCHER)LE SCALE: 3"= 1'-0" SCALE: 3"= 1'-0' C-) -D wK CU n 0 m G a cn fD a G r) 0 w ul w CD 0 G CD U) Lo CD U) D n CD n fi n SYMBOL DESCRIPTION BASIC MATERIALS S SINGLE POLE SWITCH a (SUBSCRIPT INDICATES ITEM CONTROLLED) S 3 THREE-WAY SWITCH S 4 FOUR-WAY SWITCH S WP SINGLE POLE SWITCH WITH WEATHERPROOF COVER S M MANUAL MOTOR STARTER WITH OVERLOAD HEATERS SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) DUPLEX, RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER SIMPLEX RECEPTACLE (EWC DENOTES ELECTRIC WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. GFI RECEPTACLE MOUNTED ABOVE COUNTER AT 42" AFF TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER RECEPTACLE COINNECTED TO EMERGENCY POWER 1/2 SWITCHED OUTLET DUPLEX FLOOR OUTLET RECESSED IN -FLOOR SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED PHOTOCELL, MOUNTED ON ROOF FACING NORTH © CONNECTION TO MECHANICAL EQUIPMENT O JUNCTION BOX ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL, CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR. -- --- BRANCH CIRCUIT CONDUIT EXPOSED ---^ E 1-- EMERGENCY CIRCUIT f -- GROUND OR GROUND ROD AS NOTED CONDUIT TURNING UP --� CONDUIT TURNING DOWN ] CONDUIT STUB 2 CONDUIT CONTINUED FLEXIBLE CONDUIT ELECTRIC DUCT HEATER, MAINTAIN WORKING CLEARANCE PER NFPA 70. Ja MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER 30AF DISCONNECT SWITCH, SIZE AS NOTED 20AT NF DENOTES NON -FUSED AF DENOTES AMP FRAME AT DENOTES AMP TRIP NEMA 1 UNLESS NOTED O.C:P. SIZE # OF POLES L® 30 L COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED 0 ` ENCLOSURE NEMA STARTER SIZE c E L E C T R I C A L SYMBOL DESCRIPTION SERVICE AND DISTRIBUTION >E BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED —_— BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED ELECTRICAL METER DISCONNECT LIGHTING k__0_ -I FLUORESCENT STRIP FIXTURE 48/2 1st NUMBER INDICATES LENGTH IN INCHES -OR- 2nd NUMBER INDICATES NUMBER OF BULBS EXAMPLES: 48/2 - INDICATES A 4-FT, 2-BULB FIXTURE 96/1 - INDICATES AN 8-FT, 1-BULB FIXTURE ACTUAL LENGTH OF FIXTURE SHOULD BE SHOWN ACCURATELY ON PLANS FLUORESCENT FIXTURE FLUORESCENT FIXTURE COMPLETELY SHADED DENOTES LIGHT FIXTURE CONNECTED TO EMERGENCY FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX [� UNDER COUNTER FLUORESCENT LIGHT FIXTURE O HID, FLUORESCENT, OR INCANDESCENT FIXTURE (� EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) WALL MOUNTED EXIT LIGHT FIXTURE 0 o-p EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS ®--o SHADED EXTERIOR LIGHT FIXTURE SHALL BE EQUIPPED WITH AUTOMATIC QUARTZ RESTRIKE - CEILING MOUNTED LIGHT FIXTURE ® DOWNLIGHT FIXTURE ADJUSTABLE DOWNLIGHT FIXTURE �V VAPORPROOF DOWNLIGHT FIXTURE ®V VAPORPROOF ADJUSTABLE DOWNLIGHT FIXTURE BRACKET LIGHT FIXTURE FO-0-0-01 THEATRE LIGHT STRIP 0 0 0 ADJUSTABLE TRACK LIGHTING OO HALOGEN SPOTLIGHT FLI LANDSCAPE LIGHTING SCONCE LIGHT INDOOR EMERGENCY LIGHT SECURITY LIGHT W/ MOTION SENSOR TW - INDICATES TWILIGHT SENSOR TM - INDICATES TIMER M - INDICATES MOTION SENSOR OUTDOOR WALL -PACK SECURITY LIGHT SYMBOL LE GEND SYMBOL DESCRIPTION FIRE ALARM/DETECTION SYSTEM -a MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTO -ELECTRIC ® TYPE UNLESS OTHERWISE NOTED I = IONIZATION Now DUCT SMOKE DETECTOR R = RETURN S = SUPPLY a AIR HANDLING UNIT SHUT -DOWN RELAY COMBINATION AUDIBLE/VISUAL SIGNALLING UNIT - CHIME/FLASHING "FIRE" LIGHT -O VISUAL SIGNALLING UNIT - WALL MOUNTED - FLASHING "FIRE" LIGHT ONLY (NO AUDIO DEVICE) ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE DI CEILING HEAT DETECTOR, 135' UNLESS OTHERWISE / INDICATED FIRE ALARM CONTROL _LA_ "FRCP" PANEL -_ FIRE ALARM ANNUNCIATOR "FAAP" PANEL - FLUSH MOUNTED —F �� FIRE ALARM SYSTEM CONDUIT AND WIRING SECURITY PANEL FOR ALARM O SECURITY SYSTEM VIDEO MONITOR SYMBOL DESCRIPTION TELEPHONE/COMPUTER RACEWAY SYSTEM ® TELEPHONE OUTLET C = ABOVE THE COUNTER H = HANDICAPPED P = PUBLIC PAY W = WALL MOUNTED qCOMPUTER OUTLET 2 = QUANTITY OF OUTPUTS C = ABOVE THE COUNTER P = PRINTER W = WALL MOUNTED COMPUTER/TELEPHONE OUTLET C = ABOVE THE COUNTER W = WALL MOUNTED TELEPI-ZONE/COMPUTER Tm TERMINAL BOARD "TTB/CTB" T-� TELEPHONE SYSTEM RACEWAY COMPUTER SYSTEM RACEWAY INTERCOM SYSTEM IC INTERCOM STATION INTERCOM MASTER STATION PS INTERCOM POWER SUPPLY -IC INTERCOM SYSTEM WIRING GENERAL NOTES 1 LIGHT SWITCHES SHALL_ BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED, 2 RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CEPI TER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 3 EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND NEMA RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 4 A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC ARTICLE 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC ARTICLE .384. 5 WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL. ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON O(IE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL. AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL. DISTANCE OF 24 INCHES. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN IHE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1 /8 INC[-I BETWEEN 'IIIL EDGES OF ftIf OUILET BOX AND ]HE EDGES OF THE OPENING. 6. ELECTRICAL CONTRACTOR TO PROVIDE RISER DIAGRAMS AND LOAD CALCULATIONS 7. ALL SMOKE DE I ECTOR ' TO UE IN 1 ERCONNECTED SYMBOL DESCRIPTION ELECTRIC LOCK SYSTEM EL ELECTRIC LOCK HARDWARE AT DOOR, SEE 0J ARCHITECTURAL HARDWARE SCHEDULE ELCP ELECTRIC LOCK CONTROL PANEL, LOCK/UNLOCK LA ELPC ELECTRIC LOCK POWER CABINET FwA MISCELLANEOUS SYMBOLS SPEAKER, IN CEILING SPEAKER, WALL -MOUNT PUSH BUTTON [a IRRIGATION CONTROL PANEL TV TELEVISION LOCATION �T THERMOSTAT C� GARBAGE DISPOSAL DOOR CHIMES C EXHAUST FAN - EXHAUST FAN W/ LIGHT FIXTURE PADDLE FAN N A i RCIS & LIEWW&S 2816 PICKFAIR STREET ORIANDO, FL 32803-6827 P[01E: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsclve@aol.corn Gossm"G ION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PI1407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MON.ROE, FL 32747-1366 EMAIL: mcke •onst@aol.com c� oil CL (u o L- u 0 c= , 4Z voi o C n (f) (n 0 < f= Ir Ir-, (n z BEET UORMAIM _ DATE 8 OCT MER 2002 DRAWN BY: A,p / SRR PROJECT N0 2U017 LAST PLOT DATE 8 OCTl6W 2002 REi 610MS OWNER REVISIONS 3/23/01 2 OWNER REVISIONS I0/00/02 ELECTRICAL LEGEND q W Q z z Mn 11 � A n n n A N 9 3—PH; (5) 5--(ON UNITS WITH 20KVD HEAT; PROVIDE POWER & BREAKER FOR EACH / COMPPESSOR; PROVIDE 115V WP/CPI COHVENIE / OUTLET WITHIN 25` OF COMPP..ES50R. ✓vv-rvi i ry rxi i- i r\i,\,. i v, i , 6UH Jj�jjjj ljjl j Alklilluts & U[SIMIS 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAY.: 407 897 5461 CELL: 321663 4981 EMAIL: archsolve@aol.com UkAlrolLPAm CONSTRUCT101H CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailuig Address: P.O. BOX 471366 LAKE MONROE, FL, 32747-1366 EMAIL: mckeeconst@aot.com aol.com �o %moo . 0 c e% U) two) 0 J= cn U) cn �J Q SI-HT Iff-ORMATUI _ DATE: 8 OCTOM 2002 DRAWN BY: 1Lp J SRR PROXCT NO: 200 V LAST PLOT DATE: B DECfl+r1 R 2002 REVISIONS . V15101d5 3/`23/01 ER. VISIONS 10108102 N #3 II/II/02 N #4 12/13/O2 3—PI1; (5) 12—I/2 T0H UNI"TS'WIT1I 20Kva I 1 PROVIDE WP/C,FI OUTLET & BREAKER FOR ELECTRICAL PLANS M91.B_SHOP BUILDING # 8 Lo I C-) Y CD CD x / rri 03 C) z 0 G F-� �U �U fv ry CD cU U) rt CD �D KEY PLAN U TRUSS ASSEMBLY BLDG U 2=11 RESTROOMS LUMBER STORAGE BUILDING SHOWROOM MILLSHOP e 3--PH; (5) 5—TON UNITS WITH 2OKva PEAT; PROVIDE POWER & BREAKER FOR EACFI / COMPRESSOR; PROVIDE 115V WP/GFI CONVENIENCE / OUTLET WITHIN 25' OF COMPRESSOR `�a / WIRE WALL—PAKS TO TIMER @ PROVIDE 600 AMP, -- \ ELECTRICAL PANEL 120/24OV, 3—PHASE z — — — SERVICE � � OFF .FACE OF PP2_ CIRCUIT FIB � BUILDING �`�, # 11 "'�F 150--WATT HIGH—PRESSURE I NIGH= PRESSURE METER BRKR � SODIUM WALL—PAK; I of q ALL—PAK.; 2 of q MDP PP2L A=I—D —� PROVIDE OUTLETS # 10 FOR CLG FANS THESE LOCATIONS J l�l FF� � I F41 �=�j YJI A Q21 l ;WC\ Piz; A Li< I A # 17 OUTLET FOR �^ /#4 CONDUIT' PO —CAL WN FOR PHONE � oFFicen/c A/C Li LY � / � n ■ LINES Parie� Pn� vri� j U LJ � A 'tji � 7 CIR #3 #17 N> I50—WA"f"f FgGFI—PP.ESSURE GODIUI"I WALL—PAK; q of q; BULUNG #1 - ELECT-MICAL PLAN SCALE: NOT TO SCALE 1 PP2; CIR. #7 � AP2; CIK. i NO -WATT HIGH—PRESSUPE UN WALL--PAK; 7 of q 3 I �S / - p2J 17 FIB _31-= #16 Liv pop, Liv000,000o0o, 01 IT]-- � FT � - m 3—PH; (5) 12-1/2 TON UNI-fs WI"f N 2OKva l IEAT; PROVIDE WP/GFI OUTLET & BREAKER FOR EAC11 COMPRBSOR 150—WATT I-IIGN—PRESSURE SODIUM WALL—PAIC; F3 of q dfififfiM ill-jo JA 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4981 ENiAlIL: archsolve@aol.com 4t�r� rkv ID COraST�t�clrloN c�. � GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 Pl:l 407 3231150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747- t366 EMAIL: mcke �onst@aoinin Apo a# 0 >< 0 Jc: v� SHEET tf-ORMiATK)N _ DATE ---- 8 (Y I UBER 2002 DRAWN BY: _ _ JI1' 1 SRR PROJECT NO, 20017 LAST PLOT DATE: 11 MOVEMEM 2►102w REVl5K145 OWNER REVISIONS 3/23/01 2 OWNER RPR/ ,J10115 10106102 3 REVISIOIl ##3—11111102 ELECTRICAL PLANS' BUILDING #1 OFFICE & SHOWROOM U 9 PANEL A/C PANEL # CONDUITS 1 # CIRCUITS 42 C-SIZE 2 IN FED FROM MSWBD C-TYPE GENERAL HI VOLTAGE 240 # WIRES 4 LOW VOLTAGE 120 WIRE SIZE #3/0 PHASE 3 GND SIZE #6 CU HERTZ 60 WIRE TYPE THW NEVI' BUS YIN Y WIRE CU/AL AL GND BUS YIN Y WIRE AMPS 150 GND WIRE YIN Y WIRE TYPE THW WIRE CU/AL? CU WIRE'TEMP C 75 WIRE LENGTH 150' CONDUIT TYPE GENERAL MINIMUM AMPS 150 % FACTOR 20 MAIN BKR YIN? N MAIN BKR AMPS NONE # BKR CIRCUIT DESCRIPTION 111 11 VA I VA I I H ICIRCUIT DESCRIPTION BKR # I M LI 2,747 G 2 3 35A-3P AC UNIT M L2 2,747 G AHU 35A-3P 4 5 M L3 2,747 G 6 7 C L1 2,747 G 8 9 35A-3P AC UNIT III CI L2 2,747 G1 JAHU 35A-3P 10 11 III cl L3 2,747 G 12 13 H C L1 2,747 G 14 15 35A-3P AC UNIT H C L2 2,747 G JAHU 35A-3P 16 17 H C L3 2,747 G 18 19 H C L1 2,747 G 20 21 35A-3P AC UNIT III cl L2 2,747 G IAHU 35A-3P 22 23 I -I CI L3 2,747 G 24 25 GI LIJ 2,747 G 26 27 35A-3P AC UNIT G L21 2,747 G AHU 35A-3P 28 29 GI U L3 2,747 G 30 31 SPACE al 0 LI 0 G SPACE 32 33 SPACE IG U L2 0 G SPACE 34 35 SPACE G 0 L3 0 G SPACE 36 37 SPACE G 0 L1 0 G SPACE 38 39 SPACE G U L2 0 G SPACE 40 41 SPACE G U L3 0 G SPACE 42 PREPARED BY. MIKE SMITH ELECTRIC CIRCUIT DIRECTORY PANEL .... A/C PANEL CIR CIR 1 2 3 AC UNIT 4 AHU 5 6 7 8 9 AC UNIT 10 AHUIl 12 13 14 15 AC UNIT 16 AHU 17 18 19 20 21 AC UNIT 22 AHU 23 24 25 26 27 AC UNIT 28 AHU 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CALCULATIONS PANEL A/C PANEL BASED ON THE 1999 NEC CONNECTED LOAD LINE L1 13,735 VA 13,735 VA LINE L2 , LINE L3 13,735 VA LARGEST LINE LOAD X 3 RECEPTACLE LOAD DIVERSITY RECEPTACLE LOAD 0 VA LESS 1S'T 10,000 VOLTAMPS -10,000 VA ftwAINING VOLTAMPS 0 VA 50% OF THE REMAINING VOLTAMPS 0 VA DIVERSITY (NEC 220-13) CONTINUOUS LOAD 0 VA LINE L1 0 VA LINE L2 LINE L3 0 VA LARGEST LINE LOAD X 3 0 VA 25 % OF THE CONTINUOUS LOAD (NEC 215-2) LARGEST MOTOR LOAD LINE LI 0 VA 0 VA LINE L2 0 VA LINE L3 LARGEST LINE LOAD X 3 0 VA 25% OF LARGEST MOTOR LOAD (NEC 430-24) TOTAL LOAD VOLTTAMPS TOTAL LOAD AMPS 41,205 VA / 240 V / 1.73 = 99 A ADJUSTMENT 20 % 20 A ADJUSTED DESIGN LOAD 119 A VOLTAGE DROP 2 X L X R X I / 1000 X 0.866 = VD 2 X ISO X 0.1220 X 99 / 1000 X 0.866 = 3.15 VD VOLTAGE DROP % VD / VOLTS = VD % 3.15 / 240 = 1.31 % HARMONIC CURRENTS LINE 'L1 0 VA LINE L2 0 VA LINE L3 0 VA TOTAL HARMONIC LOAD (LARGEST LOAD X 3) 0 VA I DIVIDED BY CONNECTED LOAD - 41,205 VA HARMONIC LOAD % 0 % 41,205 VA 0 VA 0 VA 0 VA 41,205 VA 8,241 VA 49,446 VA PANEL # CIRCUITS FED FROM OFFICE PANEL # 40 C-SIZE MDP CONDUITS C=TYPE 1 2" GENERAL HI VOLTAGE 240 # WIRES 3 LOW VOLTAGE 120 WIRE SIZE 250 MCM PHASE PHASE 1 GND SIZE # 6 CU HERTZ 60 WIRE 'TYPE XHH W NEUT BUS YIN Y WIRE CU/AL AL GND BUS YIN Y WIRE AMPS 200 GND WIRE Y/N Y WIRE TYPE TWIN WIRE CU/AL? CU WIRE TEMP C 75 WIRE LENGTH 150' CONDUIT 'TYPE GENERAL MINIMUM AMPS 200 % FACTOR 30 MAIN BKR YIN? N MAIN BKR AMPS NONE CIRCUIT DESCRIPTION I VA VA I CIRCUIT DESCRIPTION BKR # # BKR 1 r' 20A-1P LIGHTS LIGIITS C C 1,620 1,620 Ll L2 1,440 1,080 D D DUPLEX RECEPTACLES DUPLEX RECEPTACLES 20A-1P 20A-1P 2 4 3 20A-IP 5 20A-1P LIGHTS LIGHTS C C 1,440 1,800 L1 L2 900 1,200 D D DUPLEX RECEPTACLES DUPLEX RECEPTACLES 20A-1P 20A-1P 6 8 7 20A-1P 9 I1 20A 1P 20A-1P LIGIITS LIGHTS LIGHTS C C C 1,260 1,080 900 L1 L2 LI 900 1,080 1,080 D D D DUPLEX RECEPTACLES DUPLERECEPTACLES X DUPLEX RECEPTACLES 20A-1P 2UA 1P 20A-IP .10 12 14 13 20A-1P 15 20A-111 LIGHTS LIGHTSC C 1,440 1,26U L2 L1 900 1,080 D D DUPLEX RECEPTACLES DUPLLX RECEPTACLES 20A-1P 20A-IP 16 18 17 20A 1P 19 20A-1P LIGHTS C 1,440 L2 900 D DUPLEX RECEPTACLES 20A-111 20 21 30A 2P WATER HEATER G 2,250 L1 1,440 D DUPLEX RECEPTACLES 20A-1P 22 23 G 2,250 L2 1,500 D MODULAR FURNITURE 20A-1P 24 SPACE G 0 Ll 1,500 D MODULAR FURNITURE 2UA-LP 26 25 20A-lI' 27 20A-1P SPACE G 0 L2 1,000 D MODULAR FURNITURE 20A-IP 28 29 20A-1P SPACE G 0 LI 1,000 D MODULAR FURNITURE 20A-1P 30 31 SPACE SPACE G G 0 0 L2 L1 0 0 G G SPACE SPACE 32 34 33 SPACE G 0 L2 0 G SPACE 36 35 SPACE G G 0 0 LI L2 0 0 G G SPACE SPACE 38 40 37 SPACE 39 SPACE G G PREPARED BY ...MIKE SMITH ELECTRIC LOAD CALCULATIONS PANEL OFFICE PANEL BASED ON TIIE 1999 NEC CONNECTED LOAD (LIGIITS AND RECEPTACLES) 18,07U VA LINE L1 17,290 VA LINE L2 LARGEST LINE LOAD X2 RECEPTACLE LOAD DIVERSITY 17,000 VA RECEPTACLE LOAD -10,400 VA LESS IST 10,000 VOLTAMPS REMAINING VOLTAMPS 7,000 VA 50% OF'TIIE REMAINING VOLTAMPS 3,500 VA DIVERSITY (NEC 220-13) CONTINUOUS LOAD (LIGHTING) 6,480 VA LINE LI L 7,380 VA LINE L2 LARGEST LINE LOAD X 2 14,760 VA 25% OFTHE CONTINUOUS LOAD (NEC 215-2) LARGEST MOTOR LOAD 0 VA LINE Ll 0 VA LINE L2 LARGEST LINE LOAD X 2 0 VA 25% OF LARGEST MOTOR LOAD (NEC 430-24) TOTAL LOAD VOLTAMPS TOTAL LOAD AMPS 36,330 VA' ! 240 V = 151 A ADJUSTMENT 30 % 45 A 197 A ADJUSTED DESIGN LOAD VOLTAGE DROP I - VD / 1000 - 2 X L X R X 2 X 150 X 0.0766 X 151 1 1000 = 3.48 VD VOLTAGE DROP % VD / VOLTS = VD % 3.48 / 240 = 1.26 % CIRCUIT DIRECTORY PANEL .... OFFICE PANEL CIR 1 LIGHTS 3 LIGIITS 5 LIGHTS 7 LIGIITS 9 LIGHTS I LIGHTS 13 LIGHTS 15 LIGIITS 17 LIGITTS 19 LIGIITS 21 WATER HEATER 23 25 SPACE 27 Sl'e1C1 29 SPACE 31 SPACE 33 35 37 39 CIR 2 4 DUPLEX RECEPTACLES DUPLEX RECEPTACLES 6 DUPLEX RECEPTACLES 8 DUPLEX RECEPTACLES 10 DUPLEX RECEPTACLES 12 DUPLEX RECEPTACLES 14 DUPLEX RECEPTACLES 16T DUPLEX RRECE PTA(,L_ES 18� DUPLEX RECEPTACLES 20 DUPLEX RECEPTACLES 22 DUPLEX RECEPTACLES 24 MODULAR FURNITURE 26 MODULAR FURNITURE 28 MODULAR FURNITURE 30 MODULAR FURNITURE 32 34 36 4042 n PANEL PP2 # CONDUITS 1 # CIRCUITS 40 C-SIZE 2 IN FED FROM MDI' C-TYPE GENERAL HI VOLTAGE 240 # WIRES 3 LOW VOLTAGE 120 WIRE SIZE 250MCM PHASE 1 GND SIZE # 6 CU HERTZ 60 WIRE 'TYPE XH11W NEUT BUS YIN Y WIRE CU/AL AL GND BUS YIN Y WIRE AMPS 200 GND WIRE YIN Y WIRE TYPE TWIN WIRE CU/AL? CU WIRE TEMP C 75 WIRE LENGTH 150' CONDUIT TYPE GENERAL MINIMUM AMPS 200 % FACTOR 30 MAIN BKR YIN? N MAIN BKR AMPS NONE # BKR CIRCUIT DESCRIPTION i VA VA I CIRCUITDESCRIPTION BKR # 1 20A-1P LIGHTS C 1,800 LI 1,440 G DUPLEX RECEPTACLES 20A-1P 2 3 20A-1P LIGHTS C 1,800 L2 1,440 G DUPLEX RECEPTACLES 20A-1P 4 5 20A-1P LIGHTS C 1,800 LI 960 M EX FAN 20A2P 6 7 20A-1P LIGIITS C 1,800 L2 960 M 8 9 20A-1P WALL PACKS C 800 Ll 960 M EX FAN 20A-2P 10 11 20A-1P WALL PACKS C 1,000 L2 960 M 12 13 SPACE C 0 LI 960 M EX FAN 20A2P 14 15 SPACE C 0 L2 960 M 16 17 SPACE C 0 LI 3,360 M AIR COMP 40A-2P 18 19 SPACE C 0 L2 3,360 M 20 21 SPACE C 0 Ll 3,360 M AIR COMP 40A-2P 22 23 SPACE C 0 L2 3,360 M 24 25 SPACE G 0 L1 0 G SPACE 26 27 SPACE G 0 L2 0 G SPACE 28 29 SPACE G 0 LI 0 G SPACE 30 31 SPACE G 0 L2 0 G SPACE 32 33 SPACE G 0 111 0 G SPACE 34 35 SPACE G 0 L2 0 G SPACE 36 37 SPACE G 0 LI 0 G SPACE 38 39 SPACE G 0 L2 0 G SPACE 40 SPACE G 0 Ll 0 G SPACE PREPARED BYMIKE SMITH ELECTRIC LOAD CALCULATIONS PANEL PP2 BASED ON THE 1999 NEC CONNECTED LOAD LIGIITS AND RECEPTACLES LINE L1 15,440 VA LINE L2 15,640 VA 36,140 VA LARGEST LINE LOAD X 2 RECEPTACLE LOAD DIVERSITY RECEPTACLE LOAD LESS 1ST 10,000 VOLTAMPS REMAINING VOLTAMPS 50% OFTHE REMAINING VOLTAMPS -3,500 VA DIVERSITY (NEC 220-13) CONTINUOUS LOAD LINE L1 LINE L2 LARGEST LINE LOAD X 2 3,690 VA 25% OF THE CONTINUOUS LOAD (NEC 215-2) LARGEST MOTOR LOAD LINE Ll LINE L2 LARGEST LINE LOAD X 2 0 VA 25% OF LARGEST MOTOR LOAD (NEC 430-24) 36,330 VA TOTAL LOAD VOLTAMPS TOTAL LOAD AMPS 35,260 VA / 240 V 10,899 VA ADJUSTMENT 30 % 47,229 VA ADJUSTED DESIGN LOAD VOLTAGE DROP 2 X L X R X I / 1000 2 X 150 X 0.0766 X 147 / 1000 VOLTAGE DROP % VD / VOLTS = VD % i 3.38 / 240 = 1.22 % CIRCUIT DIRECTORY PANEL .... PP2 CIR CIR 1 LIGHTS 2 DUPLEX RECEPTACLES 3 LIGHTS 4 DUPLEX RECEPTACLES 5 LIGIITS 6 EX FAN 7 LIGHTS 8 9 WALL PACKS 10 EX FAN 11 WALL PACKS 12 13 14 EX FAN 15 16 17 18 AIR COMP 19 20 21 22 AIR COMP 23 24 _ 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 �42 - 0 VA -10,000 VA 0 VA 0 VA 4,400 VA 4,600 VA 9,200 VA 3,360 VA 3,360 VA 6,720 VA 147 A 44 A 191 A VD 3.38 VD 31,280 VA 0 VA 2,300 VA 1,680 VA 35,260 VA 10,578 VA 45,838 VA mmlou aloNSj A1019M Mimi 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 ♦�A PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aol.com CONMir'nAM7c"foo). GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 P11407 3231.150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL; mcke nst(pol,com QD cf) W o NOWAMM q E E n 0 0 to � c 00 Jc c ♦ ti/ ,8 Q�.... MT NORMA M DATE 2 DE M t 20M DRAWN BY: ).P / SRR PROJECT N(: 20 LAST PLOT DATE 25 MARCH 2001 REVOW _ 1/1\ OWNER RLVISIONS 3/23/01 ELECTR AL PANELS BULL KIIG #1 � CD CD � ---_ . _-_ . __- . -__' . _-- CIR 12.4 ^ LP� �R �� ' ' � ~�. �^ ��_________________________________~�________Z�_________________________ = �________________�________________________________________________—.__________�— '. ' �. ^�� . . CD \ LO10d-AIMP PANEL, FED � � � | . / � � . / / � . ~^ / CD , / � . m | n \ � . \ 'o ^ \ \ [ M0kEJCENT n n n n ri T ri n ri n n n n n 0 n n cl n n n rt T1 C0�6 ' �0-��{? NCV-9K�5SU�E 5V-WAY1NC�-PR�55UR6 | �0-V�Y N�A-P��3SUX� / | S00U7 � �- & � | / L—'Sd0UM ��-P�K� 6 n[ 8 � ^^ �S000M WALL-yAK; 4 o6 �� / o�-rm: � m n �� .. / ` . . � . . . ^ BULUNG #2 ELECTHCAL PLAN ' ' |/�� [_Uv ^°'"_~. ./~ . . ~~.~~~~~~~ ' | ' CIR | 10J—AMP PANEILI �H) U FAM MAIN PANEL AT 2-BULB, 46"X24" WIRE 'EXHAUST -CHLING-MOUNT FLUORESCENT L,|F. #5 | ` ^^ ^ M[) �� /`|| u m �� / � .. . CH ' � .~ ^� m /`|[} , r. /��A �� . ' \�|[}� EXHAUST ^1" '| | WIRE �m /r�u"/ / - ^-~ FAN TUDU | |/`-1f �_�U| � ��//�� // � uu��/ -ru x�-r ��U |��_M8U�f FLUORESCENT X U | | | �/uu/v�� //�/u/v| / �-u�/r`�`/�/�/v| ' /`|O / u p. �� n ^ � � BULUNG 42 27 RESTROOM ELE SCALE 1/4" = 1'--0" CTREAL PLAN A fim[fl-fil ul WIM ORLANDO, FL 32803-6827 EMAIL: archsolye@aol.com In Aft � 0 Ke qww CONSTRUCTION CO. GENERAL CONTRACTORS Mailing Address: P.O. BON, 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst(cb 0 E F. 0 0 cn 0 < U) c(nn 77 I 0 PANEL.: BLD 2 # CONDUITS 1 # CIRCUITS : 24- . C-SIZE :: 1 1/2IN >: FED FROM MSWBD C-TYPE =GENERAL . HIVOLTAGE 240 # WIRES 3 LOW VOLTAGE 120 WIRE SIZE # 1 PHASE I GND SIZE #6 HERTZ 60 WIRE TYPE THHN NEUT BUS YIN Y WIRE CU/AL AL GND BUS YIN Y WIRE AMPS 100 GND WIRE YIN Y WIRE TYPE 'I'I II IN WIRE CU/AL? AL WIRE TEMP C 75 WIRE LENGTH 150, CONDUfI TYPE GENERAL MINIMUM AMPS 100 % FACTOR 20 MAIN BKR YIN? Y MAIN BKR AMPS 100 #I BKR CIRCUIT DESCRIPTION I VA VA I CIRCUIT DESCRIPTION BKR # 1 20A-11' LIGHTS r 1,920 ILI Ll 11920 C WALL PACKS 20A-1P 2 3 20A-IP BATl-IROOMS C 500 L2 11920 C WALL PACKS 20A-1P 4 5 20A-IP VENDING G 720 720 G VENDING 20A-1P 6 7 20A-IP VENDING G 720 L21 720 G I VEI•RDWG 20A-IP 8 20A-11' C 0 L1 720 G VENDING 20A-1P 10 20A-1P C 0 L2 0 D 20A-1P 12 [13 20A-1P C 0 L1 U D 2t?A-1P 14 20A-IP C 0 L2 0 D 20A-1P 16 17 20A-IP C U Ll 0 D 20A-1P 18 19 20A-1P C 0 L2 0 D 20A-1P 20 21 20A-1P C 0 Ll 0 D 20A-1P 22 23 20A-lP C 0 L2 U D 20A-lP 24 25 20A-11) G 0 L1 0 G 20A-1P 26 27 20A-IP G U L2 0 G 20A-1P 28 29 20A-1P G 0 Ll 0 G 20A-IP 30 31 SPACE G 0 L2 0 G SPACE 32 33 SPACE 4G 0 LI 0 G SPACE 34 351 SPACE G 0 L2 0 G SPACE 36 P71 SPACE G 0 L1 0 1 G SPACE 38 391 SPACE G 0 L2 0 G SPACE 40 41 SPACE G U L1 0 G SPACE 142 PREPARED BY ... ABC ELECTRIC INC LOAD CALCULATIONS PANEL BID 2 BASED ON THE 1999 NEC CONNECTED LOAD LINE L 1 6,000 VA LINE L2 3,960 VA LARGEST LINE LOAD X 2 12,000 VA RECEPTACLE LOAD DIVERSITY - RECEPTACLE LOAD 0 VA LESS 1 ST 10,000 VOLTAMPS -10,000 VA REMAINING VOLTAMPS 0 VA 50% OF THE REMAINING VOLTAMPS 0 VA DIVERSITY (NEC 220-13) 0 VA CONTINUOUS LOAD LINE L1 3,840 VA LINE L2 2,420 VA LARGEST LINE LOAD X 2 7,680 VA 25% OF THE CONTINUOUS LOAD (NEC 215-2) 1,920 VA LARGEST MOTOR LOAD LINE L1 0 VA LINE L2 0 VA LARGEST LINE LOAD X 2 0 VA 25% OF LARGEST MOTOR LOAD (NEC 430-24) 0 VA TOTAL LOAD VOLTAMPS 13,920 VA TOTAL LOAD AMPS 13,920 VA / 240 V = 58 A ADJUSTMENT 20 % 12 A 2,784 VA ADJUSTED DESIGN LOAD 70 A 16,704 VA VOLTAGE DROP 2 X L X R X 1 / 1000 = VD 2 X 150 X 0.2530 X 58 / 1000 = 4.40 VD VOLTAGE DROP % VD / VOLTS = VD % 4.40 1 240 = 1.59 % [jAQ MH- TA bR11 Ho flII nCIi CI$ & , , , .RS 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aol.com CAM$T��1G'il�t� �0. GENERAL CONTRACTORS 790 MONROE RD. ' SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Ma11111g Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aol.com 24 �r cu L. ® g cn r--� pp Jc= MT KORMA WN DATE 2 DRUM 20M DRAWN BY: P / %R PROJECT N0: M17 LAST PLOT DATE 25 MARCI.12001 REvISSIM 1/1\ OWNER REVISIONS 3/23/01 ELECTREAI. PANELS C—) / -D n CD CD CD n O X Fri W Q Lo CD Q CD n O L0 I� Ul J N O CD RJ 0 CD t M U) n n Z7 C- CD n _, 01 400--WATT 'RTZ SHOE00X_rM WALL—PAK; 5 of 12 400—WATT QUARTZ SHOE60X—TYPE WALL-PAK; 6 of 12 i LPA-16 VIA TIC 150-WATT VIIGH-PRESSURE 400-WATT QUARTZ SHOE60X-T'f PE WALL-PAK; 12 of 12 f 400-WATT QUARTZ • Sh10EBOX= f YPE i I I I ' WALL-PAK; II of 12 oD o 0 0 0 _ ON USTEE � COLUN S; COt` F R I HOMING O 4 - LPA 5, 7 '--.._._ . _.___ . .._--•- • • OWNER;TYPOIGNF � )ITN o v_' / a 400-WATT QUARTZ 400-WATT QUARTZ -- 400-•WATT QUARTZ 400-WATT QUARTZ SHOE60X-TYPE `� SHOEBOX-TYPE SHOEBOX-TYPE WALL-PAK; 8 of 12 WALL -PAY,; cj of 12 /� SHOEBOX-TYPE HALL-PAK; 10 of 12,/ \ , / WALL-PAK; 7 of 12 / LPA-20 VIA TIC RUS' Ap-SEMBLY BUIL NG o ELEC MAL PLAN SCALE: 1/6" = 1' =O" 2816 PICKFAIR STREET ORLANDO, FL 328016827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4979 EMAIL: archsolvenaol.corn i KA& ee COMSTRUCT11DN CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 11-1407 323 1150 FX 407 323 9304 Mailing Address: P.O, BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeec st r@aol.com C� (n w (ju) w73 SMT KORMA'1"N DATE 8 OCTOBER 2002 DRAWN BY: U / SRR PROJECT NO, 20017 LAST PLOT DATE: 8 OC; TUBER 2002 REV15K1M5 I OWNER REVISIONS 3/23/01 Z OWNER REVISIONS 10/03/02 PANEL , = # CIRCUITS FED FROM rADP TRUSS 13119 42 MSWUD CONDUITS C-SIZE: C-TYPE._ 3 3 IN GENERAL HIVOLTAGE LOW VOLTAGE 240 120 # WIRES WIRE SIZE 4 400 AL PHASE 3 GND SIZE HERTZ 60 WIRE TYPE T HW NEUT BUS YIN GND BUS YIN Y Y WIRE CU/AL AL WIRE AMPS _ 810 GND WIRE YIN Y WIRE TYPE WIRE CU/AL? WIRE TEMP C WIRE LENGTH 111W CU 7' CONDUIT TYPE GLNL'IL4L MINIMUM ANTS 800 % FACTOR 20 MAIN BKR YIN? Y MAIN BKR AMPS 800 CIRCUIT DESCRIP ITON H I b4 VA Ll VA 27,700-G 1 H CIRCUIT' DESCRIPTION BKIZ # 2 # ER 1 1%1 12 27.700 0 PP2 TRUSS BLD 200A-3P 4 3 LPA TRUSS G G 15.000 15,000 L3 L1 27,700 G D FUTURE SPACE 6 8 5 200A-2P 7 FUIURE FUTURE FUTURE FUTURE FUTURE FUIURE FUTURE FlJ"1LIIZE FUTURE FUIURE FUTURE FUTUREA FUTURE FUTURE FUTURE FUTURE: 1-1 11 H I -I FI 11 H H C C C C C C C C G G G G G G G G L2 L3 L1 L2 L3 Ll L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 D D D D 1) D D D G q G G G G G G _FUTURE —FUTURE' —.FUTURE. FUIURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE SPACE SPACE SPACE SPACE SPACE. SPACE. SPACE SPACE SPACE SPACE30 SPACE SPACE SPACE SPACE SPACE 10 12 14 16 18 20 22 24 26 28 32 34 36 38 40 9 SPACE 11 SPACE 13 SPACE 15 SPACE 17 SPACE 19 21 SPACE SPACE 23 SPACE 25 SPACE 27 SPACE 29 SPACE 31 SPACE 33 SPACE 35 SPACE 37 SPACE 39 SPACE 41 SPACE FUTURE G L:- L3 G FUTURE SPACE PREPARED BY ... NUKE SA11TI1 ELECTRIC 42 truss bid. 8W amp 3 ph 1201240Y PN PF'2 120/240Y pnl Ipa 200 amp 1 shunt trip main nema 1 3 ph nema 1 ph nema 1 120/240Y 2.1 /Z' nipple (3) 3" PVC w/4-250 alum 2" CONDUI I W/4-400 (1) # 6 GRD W/3.250ALUM ALUM EA AND 1 •# 6 CU -- -q 3/0 CU GRD GRD. PVC (3) (1) # #1 8CU ALUM GRD BLD 2 BATHROOM BLD 100AMP 1 PH PANEL 120/240V NEMA 1 LOAD CALCULATIONS PANEL MDP TRUSS BLD BASED ON THE 1999 NEC CONNECTED LOAD LINE LI 42,700 VA LINE L2 27,700 VA LINE L3 42,700 VA LARGEST LINE LOAD X 3 128,100 VA RECEPTACLE LOAD DIVERSITY RECEPTACLE LOAD 0 VA LESS 1ST 10,000 VOLTAMPS -10,000 VA REMAINING VOLTAMPS 0 VA 50% OF THE REMAINING VOLTAMPS 0 VA DIVERSITY (NEC 220-13) 0 VA CONTINUOUS LOAD LINE L1 0 VA LINE L2 0 VA LINE L3 0 VA LARGEST LINE LOAD X 3 0 VA 25% OF THE CONTINUOUS LOAD (NEC 215-2) 0 VA LARGEST MOTOR LOAD LINE L1 0 VA LINE L2 0 VA LINE L3 0 VA LARGEST LINE LOAD X 3 0 VA 25% OF LARGEST MOTOR LOAD (NEC 430-24) 0 VA TOTAL LOAD VOLTAMPS 128,100 VA TOTAL LOAD AMPS 129,100 VA / 240 V / 1.73 = 309 A ADJUSTMENT 20 % 62 A 25,620 VA ADJUSTED DESIGN LOAD 370 A 153,720 VA VOLTAGE DROP 2 X L X R X I / 1000 X 0.866 = VD 2 X 150 X 0.0429 X 103 / 1000 X 0.866 = 1.15 VD VOLTAGE DROP % VD / VOLTS = VD % 1.15 / 240 = 0.48 % HARMONIC CURRENTS LINE L 1 0 VA LINE L2 0 VA LINE L3 0 VA TOTAL HARMONIC LOAD (LARGEST LOAD X 3) 0 VA DIVIDED BY CONNECTED LOAD - 128,100 VA HARMONIC LOAD % 0 % ffAffj- SOLUIIONSjg 2616 PICKFAIR STREET ORL IDO, FL 32803°6827 PHONE: 407 897 5461 FAX: 407 697 5461 CELL: 321663 4979 EMAIL: archsolve@aol.com PCOH"RIUC'TION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Mailing Addmss: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: moket;o t@llol.00m 4 cn ewe') r 0 o cn X cn "n 0 0 < Jc: All AV% %HT NORMAIM DATE 2 DES 2000 DRAWN BY: j.P / SRR MoKT N0: 20011 LAST PLOT DATE: 26 MARCH 2001 REvOoNs 1/1\ OWNER REVISIONS 3/23/01 ELECTREAL PANELS / CD CD n 0 x LJ I H Q [D CD Q. n Z Lo CD 0 Ti ry 0 CU CU CD CD CD _, U) A n c-r m c-) v n 3' VTR WC-1 TO SEPTIC (SEE SHEET (o OF 9) SANff ARY R6ER ®QAGRAM FOR LUMBER STORAGE e BLDG # 2 NOT TO SCALE 9 TO SEPTIC (SEE SHEET (o OF 9) SANTARY RBER D�AGRAM FOR OFKE RES ROOy6 5CNEi" IATIC ONLY, NOT TO SCALE 1-- 2' vrR 2' I' Q011156TIC WATER LINE FOR CONTINUATION SEE CIVIL 0RAWIW-i5 ®OMESTK WATER RGER BMDHG # 1 5G,-HEMATIC ONLY, NOT TO SCALE 2816 PICK`AIR STREET ORLANDO, FL 32803-6827 PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aol.com 1CD,0 FACOCHSTR)UCTION GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 Pll 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckeeconst@aoLcom idy \i 0 'f 0 C) U) >< 0 0 Jc: C/) 9EET IWORMAIM DATE 8 O IOBER 2002 DRAWN BY: / SRR PROJECT N0: 2.00V LAST PLOT DATE 8 OCTOMR 2002 REVISION OWNER REVISIONS 3/23/01 2 OWNER REVISIONS I0/08/02 -U n CD CD CD n 0 x cl- co CD C3. 0 n r-t- 0 LID N 0 0 a CD cn QD CD n C-D (i7 n rr C Cv -U n STAND DETAILS 4 M IO -� ML"(AL FRAME WRAPPED WITH DRYWALL AND 3/41, PLYWOOD TOP. NOTE: RETURN DUCT CONTINUES TO BOTTOM OF AIR HANDLER ' U FREON LINES SIZED TO MANUFACTURERS REQUIREMENTnS WITH 1/2 ARM-O-FLEX. CONDENSATE LINES TO BL 3/411; ALL TO TERMINATE IN SWALE. DUCT HANGER DETAILS Pt H PURLIN CLIP HANGING WIRE U-CHANNEL, IX2X I, 22 GA. GENERAL HVAC 411011TES I. THE DRAWINGS DEPICT THE REQUIP..ED HVAC SCOPE OF WORK. ALL WORK IS ASSOCIATED WITH NEW CONSTRUCTION, THERE IS NO DEMOLITION SCOPE OF WORK. 2. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: 5TANDAR..D MECHANICAL, PLUMBING AHO FIRE PREVENTION CODES; NFPA qOA AND 101; ASI SAE; SMACNA; NEC AND THE CITY OF SANFORD, FLORIDA. 3. CONTRACTOR SHALL OBTAIN THE NECE55APY PERMITS AND PAY THE ASSOCIATED FEES. 4. COORDINATE ALL WORK WITH THE OWNER, GENEPAL CONTRACTOR AND ASSOCIATED TRADES, 5. ALL NEW RIGID AND SQUARE/RFCTANGULAP SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE 15' THICK FIBERGLASS DUCTBOAP,D WITH A MIHIt'1JM P—VALUE OF R-6.0. ALL NEW RIGID SUPPLY, RETURN AND EXHAUST AIR DUCTWOP-.K SI-IALL Be G—q0 GALVANIZED STEEL SNAPLOCK. WRAP SUPPLY AND RETURN AIR DUCTWORK. WITH 2.2" 3/4 POUND DENSITY FIBERGLASS DUCT WRAP WITH AN F5K VAPOR BARRIER. ALL DUCT AND INSULATION JOINTS SHALL BE MADE WITH GLASS FAB AND APPROVED MASTIC AS REQUIRED BY LOCAL ORDINANCE. FABRICATE AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. ALL NEW FLEXIBLE SUPPLY AIR, RETURN AIR AND TRANSFER AIR DUCTWORK SHALL BE CONSTRUCTED TO SNACNA STANDARDS WITH AN INTEGRAL VAPOR BARRIER. AND A MINt1UM R—VALUE OF R-6.0. ALL DUCTWORK., MASTICS, ETC. SHALL HAVE A MAX. 25 FLAME SPREAD AND MAX. 50 SMOKE SPREAD DEVELOPED RATINGS. 6, APPLY 2.2" THICK 3/4 POUND DENSITY FIBEPGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AND MASTIC TO THE TOP OF THE NEW CEILING SUPPLY AND AIR DIFFUSERS. 7. INSTALL SMOKE DETECTORS IN THE RETURN AIR DUCTWOPK PRIOR TO NIXING WITH OUTDOOP AIR AND IN THE SUPPLY AIR DUCTWORK PRIOR. TO THE FIRST BRANCH TO SHUTDOWN THE RTU3 UNLESS NOTED OTHERWISE ON THE PLANS. INSTALLATION SHALL COMPLY WITH THE 5MC AND CITY OF SANFORD ORDINANCES. S. AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE PROCEDURES AND PRACTICES INVOLVED. q. PROVIDE THE OWNER WITH (3) COPIES OF ALL EO.UIPNEHT GUARANTEES, WARAHTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF (2) HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OR THEIR DESIGNATED REPRE5ENTATIVE(S) WITH THE WAYS IN WHICH THE SYSTEMS ARE OPERATED AND MAINTAINED. 10. LOCATIONS OF THERMOSTATS AR SUGGESTED. VERIFY ACCEPTANCE WITH THE OWNER PRIOR. TO INSTALLATION. MOUNTING HEIGHTS SHALL CONFORM TO ADA P.EQUIREMENTS. II. PROVIDE PROPER ACCESS FOR ALL MECHANICAL. FQIJIPMENT COMPONENTS REQUIRING SERVICE, ACCESS, INSPECTION AND USE IN ACCORDANCE WITH THE MANUFACTUPER'S RECOMMENDATIONS, 5MC AND CITY OF SANFORD ORDINANCES. 12. THERE ARE NO DUCT OR PIPING, PENETRAfIONS OF ANY FIRe--RATED ASSEMBLIES. AS A RESULT, THERE ARE NO FIRE DAMPEP DETAILS OR PIPING PENETRATION DETAILS SHOWN. 13. ALL CONDENSATE PIPING SHALL BE 5-40 PVC WITH SOLVENT WELDED JOINTS. 14. +ALL OUTDOOR AIR. IS PROVIDED IN ACCORDANCE WITH ASFIRAE 62. DUCT"NO TE- ENERG COOEK/TS11C 6W°EV1101 604 ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED USING U.L APPROVED # 181-TYPE TAPE FLEXIBLE ROUND DUCTS - SHALL BE FLEXIBLE, WIP.E- R91 ORCED DUCT WITH 2" THICK EXTERNAL. INSULATION WITH VAPOR BARRIER AND FOIL -FACING; FLEX MUST BE STRETCHED TO REMOVE ACCORDIAN EFFECT EXHAUST AIR DUCT - TO BE 7", FLEXIBLE ALUMINUM. ALL LARGER DUCTS SHALL BE GALVANIZED SHEET METAL FRESH AIR DUCT - TO BE 'GALVANIZED SHEET METAL PIGGYBACK RETURN DUCT OVER SUPPLY ALL DUCTWORK IN CONDITIONED AREA 'TO 6E I° / R4 ALL DUCTWORK IN CONDITIONED OFFICE AREA 10 BE R6 MAIN DUCT TRUNK LINES TO BE AS NOTED ALL DUCTWORK RIGID UNLESS INDICATED AS FLEX M ECIL rIAN4CAL "NOTES MECHANICAL EOUIPMENT SHALL BE INSTALLED WITH PROPER. CLEARANCES FOR THE SERVICING OF SAID EQUIPMENT. INSTALLATION SHALL COMPLY WITH THE MANUFACTUPER'S SPECIFICATION AND INSTALLATION REQUIREMENTS UNITS TO BE INSTALLED WITH FIRE STATS IN COMMON RETURN FOR FAN CONTROL SHUTDOWN. FIRE 5TATS TO BE INSTALLED IN SERIES ALL UNITS TO HAVE SMOKE DETECTOR TIE—INS, TO BE INSTALLED BY ALARM CONTRACTOR. SEPARATE CIRCUIT BY SAME DRAIN LINE UNDER SLAB TO BE INSTALLED BY PLUMBER.; ORIGINATION & TERMINATION POINTS TO BE INDICATED ON FOUNDATION DRAWINGS EXPOSED FREON LINES SHOULD BE LOCATED AGAINST INSIDE COP,NER5 OF UNITS, WALLS OR SIMILAR. LOCATE WP COVERED GFCI OUTLETS WITHIN 25' OF ALL HVAC COMPRESSORS PER SMC &. NEC A F• it C AM HECTS DES# DS 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PHONE,.: 407 897 5461 FAX: 407 897 5461 CELL: 321663 4979 EMAIL: archsolve@aol.com 0 'm CAN 0 CNOOFt GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Mailing Address: P.O. BOX 471366 LAKE MONROE, FL 32747-1366 EMAIL: mckceconst ci aol.con1 us 0 .ommmm E E 0 >< t**Mj 0 Jc= SHEET K-ORMA11%] DATE: 8 MOM 2002 DRAWN BY: PIP / 5RR PROJECT NO: 20017 LAST PLOT DATt: 8 OCI M R 2002 REVISIONS _ I OWNER REVISIONS 3/2.3/01 2 OWNER REVISIONS 10/08/02 MECHAN CCAL NOTES ETAI,S n I wn� wrw PROVIDEAND INSTALL NEW RUSKIN OR EQUAL ALUMINUM STORM PROOF r, OUTDOOR AIR LOUVER AND ALUMINUM BIRD SCREEN. MIN. 5n FREE AREA F LOUVER PROVIDE WITH FLANGED FILTER HOUSING AND I'WASHABLE METAL i (5) 5—TON HVAC TS FILTERPROV�EYlI1Hl12' DEEP GALV.STEELPLENUM 'MTH10'DIACOLLARS, —PH W�2 OKvo F T ROUTE OUTDOOR AIR DUCT THROUGH CEILING AS SHOWN. 0 PROVDE EXHAUST FOR TOLET BOONS PER FVC - NECH 403.3 z � OFF FACE OF 0 rl BUILDING C C� n = ACCESSIDE TER j 71 ■ C 6110 CD 51po ry ■ - rD - -Fwol FWols 1 C 9m J 1 r' r il 20x 1 16 16 i x x IM OT10 5„� - _ _ ■ 6"tip 24"x24" 10 C RETURN AIR PIGGYBACKED 20 F� 1 f n i ❑ ❑ A-- x 12 ■ ❑ _ I I I 8� 8�o 20 20 F5_;r0_1 x 14 ■ = 24"x24„ RETURN AIR THRU—WALL 4' CHASE PROVDE SMOKE DETECTORS LI BY PLUM6E2 ■ #3 AT EACH EACH RETURN & ■ _ SUPPLY PER FBC41ECN '. 20 8 606.2,3 ■ #4 -- ❑ 14 Q 12 ❑ ❑ ❑ ■ 24 "x 4" PAI.i.l.i.� AIT 111RU 6„ 0 �J �— 24"x2.4" RETURN AIR PIGGYBACKED 18"4 700 7 12 x 10 1s x 10 o a � I i x . $„0 I I � I I � I I r a 20 8 � [3"0 x x 12 ri I I I zo (_ 8 01 Kid 20 8"0 x [20]x12 \ 8"4 Fog L!U- -- - -�- - DEM 7o_1 OT 74 o © o U ❑ 6"o 6„ o Q B'u"11LUNG {gip = MECHAN�CAL PLA'I\\I' SCALE: 3/ 16 = 1'-0" 91111101111021jo 11,11 At)C1I 11CTS & UEMCWIS 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 V* PHONE: 407 897 5461 FAX: 407 897 5461 CELL: 321 663 4981 EMAIL: archsolve@aol.com PH 407 323 1150 FX 407 323 9304 Mailing Address: P,O, BOX 471366 LAKE MO.NROE, F1., 32747-1366 EMAIL: mckeeconst@aol.com Vie %EET FORM AI MI _ DAl � 8 O OUER 2002 DRAVMB F7 J ' / 5RR PR�J)CCr 20017 LAST PLOT* 13 DECMER 2002 REVISIONS _ ( V\VtR REVISIONS 3/23/01 2 0 N f REVISIONS 10108102 3 PRISION #3 11111102 4, REVISION #4 12/ 13/a2 .� �c�- ti��, {. __ _ _ _ _ -- t.,:..,-- - -- . . �:` �� ; �:. .1 , OWNER CIVIL ARCHITECTURAL WINGS LOCATION MAC COX LUMBER CO. DRMP 3940 CHURCH ST 1505 E. COLONIAL DR SANFORD, FL 32771 ORLANDO, FL 32803 PH: 407 323 6990 PH: 407 896 0594 CVR COVER, INDEX & ABBREVIATIONS FX: FX: 407 A0.1 CODE INFORMATION E:MAtL: EMAIL: smedeiros@drmp.com A2.1 � FLOOR PLAN CONTACT: BILL GRIMES CONTACT: DAVID LOWE All EXTERIOR ELEVATIONS ARCHITECT CONTRACTOR A3.2 WALL SECTIONS OB+ARCHITECTURE, INC A8.1 DOOR & FINISH SCHEDULES, DOOR DETAILS McKEE CONSTRUCTION, INC. 100 EAST PINE STREET, SUITE 201 790 MONROE RD. ORLANDO, FL 32801 SANFORD, I-L 32779 PH: 407 650 3735 FX: 407 650 3736 PH: 407 3231150 FX : 407 323 9304 ELECTRICAL DRAWINGS CONTACT: OSMAN BAIL EMAIL: DRODD@McKEECONSTRUCTIONCO.COM U-1uj ; FL LIC No: AR0017725 CONTACT: JAVID RODD r� (ARCHITECT OF RECORD) V) TRUSS ASSEMBLY `=j LUMBER STORAGE LUMBER STORAGr E2.1 ELECTRICAL POWER & LIGHTING PLAN & LEGEND J F,r. ARCHITECTURAL DYNAMICS, LLC: Z U LUMBER STORAGE / OFFICE LUMBER STORAGE LUMBER STORAGE 2816 PICKFAIR STREET- ORLANDO, FL 32803 PH: 407 897 5461 LUMBER STORAGE LUMBER STORAGE FX: 407 896 3501--'-1 EMAIL: ARCHSOLVE @ AOL.COM CONTACT: JOYCE L. PHIPPS (CONSTRUCTION DOCUMENTS) ENCLOSED/ TRUSS ASSEMBLY ASSEMBLY / SHOWROOM Et MILLSHOP LUMBER STORAGE KEY PLA' NORTH DETAIL NUMBER � - 4 1 4 THRU BUILDING SECTION -4 -4 Y DETAIL WILL APPEAR ON THIS PAGE 4 .o.� • FULL WALL SECTION -4 ®. ®..D PARTIAL SECTION -4 DETAIL OR ENLARGED PLAN REFERENCE ! 1 - - - - LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, ETC. DO-101 DOOR NUMBER CEILING HEIGHT x ] q'-0- LCEILING MATERIAL or TYPE ®— CEILING NOTE ( TYPE, REFERI.'.NCE, HEIGHT) PARTITION TYPE ( SEE SCH4;DULE SHEET A0.2) Q� 9 4 A5 2 3 COLUMN GRID REFERENCE NUMBER or LETTER INTERIOR ELEVATION TAG REVISION CLOUD £t REVISION NUMBER . ' Y ' ABBREVIATION,,) ADD'L. ADDITIONAL BTH. BOTTOM PIA. DIAMETER EXH. EXHAUST GALV. GALVANIZED INT. INTERIOR MAX. MAXIMUM NO. NUMBER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR BLOG. BUILDING DIN. PINEN51ON EXIST. EXISTING GA. GAUGE NECH. MECHANICAL PLYWO. PLYWOOD SCHED. SCHEDULE TEMP. TEMPERED VEST. VESTIBULE A.F.G. ABOVE FINISH GRADE B.U.R. BUILT UP ROOF DR. DOOR E.J. EXPANSION JOINT G.C. GENERAL CONTRACTOR JT. JOINT NTL. METAL O.C. ON CENTER PROP. PROPERTY SLT, SEALANT THRE5. THRESHOLD V.C.T. VINYL COMPOSITION TILE A.C.T. ACOUSTICAL CEILING TILE ON. DOWN EXT. EXTERIOR GR. GRADE K.O.ZZ. MEZZANINE KNOCK OUT OH. OVERHEAD SEC. SECTION T.P.D. TOILET PAPER DISPENSER ALT. ALTERNATE CI-C. CEILING PS. DOWNSPOUT GYP. GYPSUM MIN. MINIMUMT.&G. OPG. OPENING O.T. QUARRY TILE SIC. SIMILAR TONGUE AND GROOVE W.C.WATER CLOSET ALUM. ALUMINUM C.N.U. CONCRETE MASONRY UNIT(S) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED PANEL LAN. LAMINATED CISC. MISCELLANEOUS OPP. OPPOSITE SL. SLOPE T.&B. TOP AND BOTTOM W N WATER HEATER ANCH. ANCHOR C.T. CERAMIC TILE D.W. DRYWALL FIN. FINISH HOW, HARDWARE LAV. LAVATORY NLDG. MOULDING O.D. OUTSIDE DIAMETER R RADIUS SPEC. SPECIFICATION T.O.F. TOP OF FOOTING W P '' !PORK POINT APPROX. APPROXIMATE C.O. CLEANOUT .D.F. DRINKING FOUNTAIN F.E. FIRE EXTINGUISHER HGT. HEIGHTPOUND .R. MOISTURE RESISTANT M.R.EF. REFERENCE SO. SQUARE T.O. CAS, TOP OF MASONRY WP, tiATERPR00F ARCH. ARCHITECT COL. COLUMN FLUOR. FLUORESCENT N.N. HOLLOW METAL L N. LEFT HAND NTG. MOUNTING P.T. PRESSURE TREATED REINF. REINFORCED, REINFORCING S.S. STAINLESS STEEL T.0.5. TOP OF STEEL W.R. ;WATER RESISTANT CONC. CONCRETE EA. EACH F.D. FLOOR DRAIN H.P. HIGH POINT L.P. LOW POINT NULL. MULLION PTD. PAINTED REOD. REOUIRED STD. STANDARD T. TREAD W.W.N. WELDED WIRE MESH BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER PLR. FLOOR HORIZ. HORIZONTAL PNL. PANEL OR PANELING REV. REVERSE STL. STEEL TYP. TYPICAL W/ ;vITH BN. BEAN C.J. CONTROL JOINT ELEV, ELEVATION FT. FOOT, FEET NFR. MANUFACTURER NON. NOMINAL PART. PARTITION R.H. P,IGHT HAND STRUCT. STRUCTURAL W/O 4,'IITHOUT BTWN. BETWEEN CONT. CONTINUOUS Ea. EQUAL PTG. FOOTING INCAN. INCANDESCENT MAS. MASONRY N. NORTH P.N. PHYSICALLY HANDICAPPED RN. ROOM SUSP. SUSPENDED UNFIN. UNFINISHED WD. %,'/OOD BLK. BLOCK EQUIP, EQUIPMENT F.V. FIELD VERIFY I.D. INSIDE DIAMETER N.O. MASONRY OPENING N.I.C. NOT IN CONTRACT PLAS. PLASTER R.O. POUCH OPENING SW. SWITCH U.O.N. UNLESS OTHERWISE NOTED BD. BOARP PET. DETAIL ETC. ET CETERA INSUL. INSULATION MATL. MATERIAL N.T.S. NOT TO SCALE P.LAM. PLASTIC LAMINATE R.T.U. ROOF TOP UNIT SYS. SYSTEM f !. I it 1 „Im PLANS REVIEWED CITY OF SANFORD REVISIONS & SUBMISSIONS CODE INFORMATION, N L. GENERAL NOTES CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND THOROUGHLY 15. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND/OR LOCAL FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO REQUIREMENTS. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS PERFORM THE WORK OF THIS CONTRACT. 16. CONTRACTOR TO PROVIDE Et INSTALL 2440BC FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE OF ALL THE FOLLOWING WHERE APPLICABLE: 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN MARSHAL. COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. (B) LOCAL, STATE AND FEDERAL BODIES (C) 2001 FLORIDA BUILDING CODE 3. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS 17. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL It ALL APPLICABLE CODES SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. It ORDINANCE. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, 18. SEAL/ CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE WITH REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE APPLICABLE UL DESIGNS, AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. OCCUPANCY OF THE WORK. 19. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE APPLICABLE CODES : 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT JURISDICTION : CITY OF SANFORD, FLORIDA OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE 20. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER THAN 4' WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 5/8" GYPSUM BOARD EACH SIDE OF CHASE FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL Et GAS; FLORIDA WALL. PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) 6. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND TO MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS. AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. FLORIDA FIRE PREVENTION CODE 2001 EDITION 21. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCLOSED WITH A 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD. PROVIDE 6" STUDS WHERE REQUIRED TO NFPA FIRE PREVENTION CODE 2000 EDITION OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. CONCEAL PIPING AND OTHER ITEMS OCCURRING WITHIN PARTITIONS. NFPA 101 2000 EDITION 8. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR 22. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXTINGUISHER CONSTRUCTION. CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH GYPSUM BOARD TO CREATE A NATIONAL ELECTRIC CODE 2002 EDITION FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN THE RATING OF THE PARTITION IN WHICH THE ITEM OCCURS. 9. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD PARTITIONS. DIMENSIONS ON PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE INDICATED. 23. ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A 10. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPOSITE SIDES ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. p� CODE INF®RMATI�N, BUILDING 11, NOT USED - INTENTIONALLY LEFT BLANK �i TRUSSASSEMBLY 24. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR e� 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 24' BOTH HORIZONTALLY It 1T' VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSERS, THE EXISTING GYPSUM BOARD BOARD MAY BE GROUP F / FACTORY - INDUSTRIAL OCCUPANCY 13. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. CONSTRUCTION TYPE TYPE IV / UNPROTECTED BUILDING AREA 25,000 SF / 1 FLOOR FEDERAL REGULATIONS. 25. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY BUILDING HEIGHT +/ 23'-0" 14. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION. SPRINKLERED NO FIRE SEPARATION NONE CODE INFORMATION r. OCCUPANCY CLASSIFICATION: BUILDING TYPE: OCCUPANT LOAD: EXIT REQUIREMENTS, CONTINUED: OCCUPANCY PER 2001 FLORIDA BUILDING CODE, TABLE 1003.1 WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY FLORIDA BUILDING CODE : STORAGE GROUP S, SECTION 312 2001 FLORIDA BUILDING CODE, CHAPTER 6 : TYPE FOUR (IV), UNPROTECTED, OCCUPANCY GROUP F: 1 PERSON PER 100 S.F. GROSS OCCUPANTS ACCESSIBLE SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS UNSPRINKLERED 25,000 SF / 100 = 250 OCCUPANTS MUST BE PROVIDED. (SECTION 1004.3.1) DOORS SHALL SWING IN THE BUILDING AM: DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS MATERIALS: CMU EtPEMB EXTERIOR WALLS, STEEL TRUSSES, METAL ROOF, EXIT REQUIREMENTS : (SECTION 1012.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT ALLOWED, PER 2001 FLORIDA BUILDING CODE, TABLE 500 : METAL STUD Et CMU INTERIOR WALLS LEAST ONE FOOT-CANDLE, MEASURED AT THE FLOOR. (SECTIONS 1016.1) FIRE RESISTANCE RATINGS FROM TABLE 600 OCCUPANCY GROUP F: 21,000 S.F., ONE STORY, UNSPRINKLERED OCCUPANCY GROUP F - FACTORY / INDUSTRIAL EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1 /2 63,000 S.F., ONE STORY, SPRINKLERED HOURS IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION FIRE PROTECTION REQUIREMENTS PER FBC TABLE 600 : 2 EXITS REQUIRED PER FLOOR PER 1004.2.2 (BASED ON OCCUPANT LOAD MUST BE AN AVERAGE OF AT LEAST ONE -FOOT CANDLE Et A MINIMUM AT 100% INCREASE ALLOWED WITH 30' HORIZONTAL FROM STREETS or UNLIMITED INTERIOR BEARING 609.2.3. (ANY MATERIAL) FOR 1-500 OCCUPANTS) ANY POINT OF .2 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR INCREASE WITH SPRINKLERS AND 60' OF OPEN SPACE ALL SIDES COLUMNS NC (SUPPORTING ROOF ONLY) LEVEL. (SECTIONS 1016.2,2 Et 3) BEAMS, GIRDERS, TRUSSES NC (SUPPORTING ROOF ONLY) 200 FEET MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLERED) PER FBC ROOF/ CEILING NC TABLE 1004 MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN EXTERIOR BEARING WALLS RATING / % PERMITTED OPENINGS ENTRANCE SERVES AS AN EXIT Et IS VISIBLE TO THE OCCUPANTS. NORTH NC (NL%) 20 FEET MAXIMUM DEAD END CORRIDOR (UNSPRINKLERED) (SECTIONS 1016.3.1 8 3.3.3) BUILDING HEIGHT: SOUTH NC (NL%) EAST NC (NL%) 75 FEET MAXIMUM COMMON PATH OF TRAVEL (UNSPRINKLERED) WEST NC (NL%) 4 STORY, 55' MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 500 EXTERIOR NON -BEARING WALLS RATING / % PERMITTED OPENINGS MINIMUM EXIT DOOR CLEAR WIDTH = 32" INTERIOR FINISHES NORTH NC (NL%) ACTUAL HEIGHT = +/ 24-0" SOUTH NC (NL%) MINIMUM AISLE = 44" EAST NC (NL%) FIRE SEPARATIONS : WEST NC (NL%) MINIMUM STAIR WIDTH = 44' INTERIOR WALL FINISHES TO BE CLASS A OR B IN EXITS OR ENCLOSED CORRIDORS. NO SEPARATIONS REQUIRED .2" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) FLOOR FINISHES SHALL BE CLASS I OR II IN EXITS AND CORRIDORS. FBC 704.1.2.1 = PORTIONS OF BUILDINGS USED AS ACCESSORY OFFICES FOR SEE PLANS FOR ACTUAL EXIT WIDTHS TRANSACTING THE PRINCIPAL BUSINESS IN GROUP S AND GROUP F VESTIBULE FINISHES SHALL NOT EXCEED CLASS 6 OCCUPANCIES NEED NOT BE SEPARATED FROM THE PRINCIPAL USE. FIXTUREBUILDINV PROJECT PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP CHECKED: RAG 'AYER MANAGER: PS-LIFESAFETY A0,v 1 O SHEET SET: CVR 1 2 3 7 ■ EXISTING COLUMNS rvlC`Tln 1/1 (l\/r-r)I IAAIf' 1 25 —0" I I I 1 25 —0" 25 —0" PROVIDE NEW WALL I I SHEETED TO 18 -0 A.F.F. 25 —0" I I 25 —011 I 25_011 T______----__ 26-611 21'-611 lo 200'-0' r " ----- ----- ----- ---- ----- D I 36 X 36 36 X 36 36 X 36' 36 X 36 36 X 36 36 X 36 I EXHAUST FAN I i EXHAUST FAN I EXHAUST FAN I EXHAUST FAN I EXHAUST FAN I EXHAUST FAN o 0 w o 26_60 ° 26-611 I 26-6n 2q°-011 26_611 28'-6" 28'-6' _ I - w I I I i 0 Q x = lfl N (V 1 N O 1 I :42" X 42" IJ EXHAUST FAN 1 I I I I 1 I I I I ( I ® 1 » 42 x 42"1 EXHAUST FAN -------� D304 I o D304 0 - Q o 0 Q x = I o ® I I Q _ O Nj -- 0 W I = O 10 x N -- -- -- - r- - - - I EXISTING TRENCH CV o O x 42------------------------------------------ 42" " EXHAUST' FAN C\1 1 I I I I 42' x 42" JEXHAUST FAN 1 I I MAXIMUM TRAVEL DISTANCE = 116'-11" ______________________________________________________________ 1 � I I I I i t I i I O MAXIMUM TRAVEL DISTANCE = 111'-7" ______________®®________________________®_____!____________®_____________________________________________________s________________ ________®_________________ � 1 CV I ® I I I I I- 1 I 1 el I 1 = O 1 1 ( DOOR PLANT -' O I I b ► s ► 1 I 300 I I I I I ' i 42" x 42" EXHAUST FAN i I N I I I I 1 I 1 I 1 ' I I I I L_____________ _____ I I I ___ _____________________________- - 1 = O D304 ICY 1 .I I (n Is D304 __________________ ____________-A O_____..________ o i �j I 1 42" x 42" 1 I I I I I I I Q I Q o 1- ( I I` - 'EXHAUST FAN w n I� Izo 1 1 x = o i ry0 0 1 > N o - - ® UV') F- � 42" x 42I�Lw " �Wx i ® 0 Q I EXHAUST FAN LI Cv I®o im i cv o � EXISTING TRENCH lom >- > I O 1 I f I I 1 I I O ® 1 Im_j ICY O OI IV)uj I x I I 1 1-- - --_ - 1 -- 1 - 1. r i O 0 N 36 X 36 36 X 36 36 X 36 36 X 36 36 X 36 36 X 36 36" 1 INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE INTAKE X 36" INTAKE 100 LOUVER ___-- ' LOUVER LOUVER -- LOUVER LOUVER LOUVER LOUVER ___-- ----- ----11 - LOUVER --- - i�� z I-j<L I o----- ----- ----- ----- ----- ----- ----- I o n - 11 22'_Ou 22•_3p I JLL 22°F-3 . 22°- 3 22 —3 22°_3u 27-311 22'_3� 22°-3" �- I 42" x 42" 1 1 I 1 I I 1 1®d 1 1 1 !EXHAUST FAN ; I 1 I 185'-0" Iw= 1Lw I ' ' NEW PROVIDE NEW WALL SHEETED TO 18'-0 A.F.F. I=N I I STORAGE 1 I I I 1 REMAINING -24 AT THE TOP OF THE WALL_ TO BE PROVIDED WITH INSECT SCREEN I ► d- ROOM o 301 rI Iwo ®I 1 Ind I w — I - --- --- 1 I> > EXISTING 1 ®( I i I I I I ! I I ( I I I f I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ------------------------------------------------------------------ -------- -----------------------� m FLUUM PLAN OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION PERMIT SET 7/1/2005 PROJECT SHEET TITLE PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP CHECKED: RAG AYER MANAGER: PS-LIFESAFETY Azo 1 SHEET SET: CVR _EAVE HG' 18'-0„ CMU_WAL j" 10'-0" EXISTING _,j _FIN. FLR. `� p'-01, I EAST ELEVATION SCALE 1/8" = 1'-0" T 9 HEAVE HG- `P 18,-0„ FIN. FLR. Y 0,-0» L/\IJlI1VV VII YYIVJI VV I I WEST ELEVATION SCALE 1 /8" = 1'-0" fl fu rl\/t r,F /A'� A/1" \/ A1)" r'\/I I A I l(`T - -- - -- ivLvv Lv VviVC A I It fNCVV J A / r/-HIN I tU, HIGH OVERHEAD DOOR METAL DOOR HIGH OVERHEAD DOOR SHEETING INwv J A / t'/AII\1 I r-u, -11 - ".--- METAL DOOR X 14' HIGH OVERHEAD DOOR 4 5 EAVE HGT BOTTOM OF EXISTING SKIRT _ NEW WALL SHEETING FIN. FLR. EAVE HGT .- .- - - - - -- 18'-0" BOTTOM OF EXISTING SKIRT EXISTING CMU FIN. FLR. 0 -0" - C -zr-," v zr" rvl ln)1C`T Y7 Y� IYLYv YY/-lLL JI ILLIIIVV I I I zC" \/ zc" f \/I IAI ic„T E "'A' � Ir E R 10 ELEVATIONJ' PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP CHECKED: RAG 'kAKER MANAGER: PS-LIFESAFETY A3,e 1 HEET SET: CVR N DA FIN. EXIS EXISTING TRUSS BUILDING WALL SECTION SCALE: 3/4" = 1'-0" PING EAVE 0" WALL SECTION SCALE: 3/4" = 1'-0" FIN. FLR. @ 0'-0" WALL SECTION SCALE: 3/4" = 1'-0" PROJECT PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP t CHECKED: RAG ol II !_A'`(ER MANAGER: PS-LIFESAFETYA*AJ SHEET SET: CVR PROVISIONS FOR BARRIER FREE DOOR(S) PUSH SIDE r-------------- I 18" MINIMUM Lu _ PTr�, - - -- r, X � ® z 1 24" PREFERRED a z ,� �:% �, Z g'� C\, � I 1 ®- � NOTE; x = 12 IN IF THE DOOR (A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH. ------------------------- 54� MINIMUM PULL SIDE \ W j PUSH SIDE x s 1 I I I I I _j I I I I I —� - CHANGES IN LEVELS IN 0- NOTE x = 36 IN MINIMUM IF 60 IN ®- NOTE: y = 48 IN MIN. IF DOOR HAS ACCESSIBLE ROUTES x = 42 IN MINIMUM IF y - 54 IN. BOTH A LATCH AND A CLOSER. (B) HINGE SIDE APPROACHES PULL SIDE PUSH SIDE ---- ----------, ® T 24" MINIMUM ® 24" MIN' T NOTE: ALL DOORS IN ALCOVES V9 I SHALL COMPLY WITH THE x I I CLEARANCES FOR FRONT _j I APPROACHES. CL NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER. 0- NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSER. (C) LATCH SIDE APPROACHES I L m 11;' I M WEATHER STRIP ALUMINUM THRESHOLD HANDICAP ACCESSIBLE SEE DOOR Irr SCHEDULE CONCRETE WALK OR ASPHALT PAVEMENT SLOPE DOWN AWAY FROM BUILDING @ .24" PER FT. MAX. SLOPE DOWN a : ,4 Q a 4°<A a EXPANSION MATERIAL II SEALANT BED 1 /2" [ NA 1 SCALE: 3" = 1'-0" PER SCHEDULE o Fil O DOOR ELEVATIONS FRAME ELEVATIONS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 3"= 1'-0" 5/8" GYP BOARD OVER 1-5/8" METAL STUDS PEMB CONT. CAULK DOOR NUMBER O DOOR SIZE ELEV MATERIAL FINISH SCHDUL FRAMES TYPE MATERIAL FINISH DETAILS HEAD JAMB SILL HARDWARE DOOR PROTECTION FIRE SET THRESHOLD PANEL RATING GLAZING REMARKS 0301 12'-0" X 14'-0" OH HOL MTL NPR - - - 4/A8.1 14/Ab.] 3/A8.1 3/A8.1 MFR - - - - - 0302 20'-0' X 14'-0" OH HOL NTL MFR - - - 3/A8.1 3/A8.1 MFR - - - - - P303 5-0° X T-0" X 1 3/4" F HOL NTL PAINT I HOL. NTL PAINT 2/A6.1 2/0.1 -/A8.1 2 - - - - - D304 3'-0' X T-0" X 1 3/41' 1 F HOL MTL PAINT I I HOL NTL PAINT 2/A8,1 2/A8.1 I/A8.1 I NETAL - - - - HARDWARE UTILITY / ACCESSIBILITY CODE ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE) HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, ( DESIGN BASIS TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN ACCORDANCE WITH FLORIDA STATUTES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4.13.9 HARDWARE SCHEDULE HARDWARE SPECIFICATIONS SET SET HINGES, INTERIOR DOORS HAGER BB1191 40 x 40 626 #1 EXTERIOR EXIT HINGES, EXTERIOR DOORS HAGER BB1199 NRP 40 x 40 630 1-1/2 PAIR BUTTS 1 RAIN DRIP 1 THRESHOLD 1 OVERHEAD STOP CLOSER LCN 1460 SERIES SNB 689 1 WEATHERSTRIPPING LOCKSET / LATCHSET SCHLAGE RHODES SERIES 626 LOCKSET BY PEMB MABUFACTURER FLUSH BOLTS ROCKWOOD 555 630 #2 STORAGE / MECHANICAL EXIT DEVICE MONARCH F-18-M 630 1-1/2 PAIR BUTTS 1 STORAGE LOCKSET PUSH PLATE ROCKWOOD 70 6" x 16" 630 1 OVERHEAD STOP 3 SILENCERS PULL PLATE ROCKWOOD 110 x 70C 630 KICK PLATE ROCKWOOD 8 x 2" LDW 630 MOP PLATE ROCKWOOD 4 x 2" LDW 630 WALL STOP ROCKWOOD 406 OR 409 630 OVERHEAD STOP GLYNN-JOHNSON 905 630 WEATHERSTRIPPING PEMKO 303AV THRESHOLD PEMKO 2005AV RAIN DRIP PEMKO 346D 1. ALL DOORS SHALL HAVE SAME ELEVATION WITH NO MORE THAN 1/4" DIFFERENCE ON EITHER SIDE OF THRESHOLD. 2. ALL DOORS AND WINDOWS SHALL HAVE CAULK ON INTERIOR PERIMETER AND SEALANT ON EXTERIOR PERIMETER. 3. ALL HARDWARE TO BE BORED TYPE. 4. COORDINATE ALL LOCKSETS WITH OWNER DOOR GUIDES HOLLOW METAL FRAME AND DOOR PEMB SEALANT 3" METAL BUILDING INSULATION WHERE OCCURS METAL BUILDING PANEL i. CD �p 01 �Y�ER�®lIO o zCf) w w ww METAL J CHANNEL z 0 z0 Qo O N V) V) w U W EXTIyUU OR \ J_ i N i 3" METAL BUILDING INSULATION METAL BUILDING PANEL ® SCALE: 3"= 1'-0" - OPENING BEYOND PROJECT PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP C ECKED: RAG LAYER MANAGER: PS-LIFESAFETY Ao. 1 SHEET SET: CVR r--------------------------------------------- -^,Q_ o'-------�— .-------------------------------—._...��---'°'.a-•------------------------------- _ ._ .------�°e.---.-------------------------------------------� I.e- • "'� �` ' ® -� ' 1 ' � ' o ® / QUARTZ_ / I SHOEBOX-TYPE.,' IN, I / ' \ / ' \ / \ WALL--PAK, TYP \ o.100, LPA 1, 3°° _..._ • � . ®. __... — . ®25; ��"y 25"-0" 25"-0" I 25�_�„ . . .� —250 2;"-5'' �. i3" i'� I -- 24 —5 / i --i -- — -- --- ---- -- — — --- — --- i i - I o i 00 I 400 WATT � � • ®® HIGH -BAY METAL - / \ HALIDE FIXTURES; TYP. OF 24 131 Ll I I I I /� i j i I I I I `� •� ! � I I �\ \ o ` � o• o. o o I I I ' - � , •� , � , , Wit- `, • � 3 • ! j I i I I I I j 1 I I 400-WAIT I QUARTZ j 400-WATT l ! 1 � / LLL aT PAK, WATYP / I QUARTZ .l I C----------------- �L------- - - - - - - -------- ---- e S H 0 E B 0 X -TYPE I / -- --- ----- -- ----- - - ---- - --- /---- ------ - -- ----- - -- -------- --- -- - --� - / I WALL-PAK, TYP ----- ----- ----- ----- 1=4 ------- ----- ----- ----- - -- ----- I \ 0 0 (0y 0 0 0 OYL-- I I 7� I LPA-18 VIA T C I ❑ - co I Q Q / `. r1 Q r r � ..t . _ - • ' ® OUTLETS 0(� STEEL EX o I COLUMNS; CONFIRM � I SEPTIC & FIRE MOUNTING HEIGHTS I � RISER - -•- �•�..._._.�---. -• �..®. ,�,�. •„,^•.P.v.... .®.®....,.... • CONNECTIONS ®. - ®. ®. __ . - - '�' -- -" -- WITH OWNER; TYP. OF I / I THIS ROOM IF ®---—-—- — - — -—- ® �g� I i USED/NEEDED LPA a, 7 I MDPLPA PPA I— --- — — — -- --- — - I 0 v 400 ---W� rT I LOCATE BREAKER I & OUTLET FOR \ QUARTZ I AIR COMPRESSOR n � I \ SHOEBOX-TYPE / o / IN, I ON PLATFORM WALL-PAK; TYP I ABOVE LPA-20 v . d . ® ' .� / • • I VIA T/C / I ------------------------------------------------------------------------------ `' —.�—®=--------------------------------- a-� —---------------------------------------------� ELECTRICAL LIGHTING AND Puo""WER FLOOR PLAN EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE PERMIT SET 7/1/2005 PROJECT CHURCH STREET SANFORD, FLORIDA DESCRIPTION SHEET TITLE ELECTRICAL NEW CONSTRUCTION ELECTRICAL NOTES : FLtjU"%R F36tAll 1❑ RELOCATE HIGH BAY LIGHT 20 PROVIDE NEW FLUORESCENT LIGHT IN PRINT DATE: 7/1/2005 STORAGE ROOM Et SWITCH SHEET NUMBER PROJECT NO: AD-2005-13 3 ] PROVIDE POWER FOR NEW EXHAU .T•- DRAWN: JLP FANS (14) / CHECKED: RAG YER MANAGER: PS—LIFESAFETY E291 / SHEET SET: CVR -_ 4' �3Y ,�a..r_,.-..,,�. / 1aw49, .,N,yX- 1- xFi} u Ter rt�r�,„,,h' .+Ixa i. ,,z a '�tf •r' rYc�v r f r �tl M��;n '' ss ,s+ �,` .rrc' . yr 1 i-' p'r� •G4'„ i.:✓t �?; '` xdts.^ z 3 j�.,3'i'e'"`'z-��%l�rt^;�'`�Rrai§ S.yfy'4""zf 3 4k �`'° xK17�fifxl rix>= y 0Lm I yl r��; VIRAW 0 aq, lLqTlKlri TP1.1mqmq, AqL .I. ^r 1 r OWNER CIVIL ARCHITECTURAL WI GS LOCATION MAP COX LUMBER CO. DRMP 3940 CHURCH ST 1505 E. COLONIAL DR SANFORD, FL 32771 ORLANDO, FL 32803 PH: 407 323 6990 PH: 407 896 0594 CVR COVER, INDEX & ABBREVIATIONS FX: FX: 407 AO.1 CODE INFORMATION EMAIL: EMAIL: smedeiros@drmp.com A2.1 FLOOR PLAN CONTACT: BILL GRIMES CONTACT: DAVID LOWE All EXTERIOR ELEVATIONS ARCHITECT m CONTRACTOR A3.2 WALL SECTIONS A8.1 DOOR & FINISH SCHEDULES, DOOR DETAILS OB+ARCHITECTURE, INC, McKEE CONSTRUCTION, INC. 100 EAST PINE STREET, SUITE 201 790 MONROE RD. ORLANDO, FL 32801 SANFORD, FL 32779 PH: 407 650 3735 PH: 407 3231'150 ; ��++ E ELECTRICAL DRAWINGS FX: 407 650 3736 FX : 407 Jt c JJVAt ~ t CONTACT: OSMAN BRIG I x w EMAIL O SvE D@McKEECONSTRUCTIONCO.COM w FL LIC No: AR0017725 CONTACT: DAVID RODD � (ARCHITECT OF RECORD) v~i TRUSS ASSEMBLY n LUMBER STORAGE LUMBER STOKAGE E2.1 ELECTRICAL POWER & LIGHTING PLAN & LEGEND � T LUMBER STORAGE ARCHITECTURAL DYNAMICS, LLC V OFFICE LUMBER STORAGE LUMBER STORAGE 4 2816 PICKFAIR STREET �— ORLANDO, FL 32803 4, PH: 407 897 5461 LUMBER STORAGE LUMBER STORAGE FX: 407 896 3501 EMAIL: ARCHSOLVE AOL.COM CONTACT: JOYCE L. PHIPPS ENCLOSED/ (CONSTRUCTION DOCUMENTS) ATRUSS SSEMBLY SHOWROOM 8 MILLSHOP LUMBER STORAGE EPLANo� NORTH DETAIL PdURAR � - 4 THRU-BUILDING SECTION —4 —4 DETAIL WILL APPEAR ON THIS PAGE 4 ®. = FULL WALL SECTION -4 ®. PARTIAL SECTION s®• 44 DETAIL OR ENLARGED PLAN REFERENCE I iG ir_ ADD"L. ADDITIONAL A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE A.C.T. ACOUSTICAL CEILING TILE ALT. ALTERNATE ALUM. ALUMINUM ANCH. ANCHOR APPROX. APPROXIMATE ARCH, ARCHITECT BIG. BEARING BM, BEAM BTWN. BETWEEN BLK. BLOCK BD. BOARD BTM. BOTTOM PIA. DIAMETER BLOG. BUILDING DIN. DIMENSION B.U.R. BUILT UP ROOF DR. DOOR DN. DOWN CLG. CEILING PS. DOWNSPOUT C.N.U. CONCRETE MASONRY UNITS): DWG. DRAWING C.T. CERAMIC TILE P.W. DRYWALL C.O. CLEANOUT D.F. DRINKING FOUNTAIN COL. COLUMN CONC. CONCRETE EA. EACH CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER C.J. CONTROL JOINT ELEV. ELEVATION CONT. CONTINUOUS EQ. EQUAL EQUIP. EQUIPMENT PET. DETAIL ETC. ET CETERA EXH. EXHAUST EXIST. EXISTING E.J. EXPANSION JOINT EXT. EXTERIOR F.R.P. FIBERGLASS REINFORCED PANEL FIN. FINISH F.E. FIRE EXTINGUISHER FLUOR. FLUORESCENT F.D. FLOOR. DRAIN PLR. FLOOR FT, FOOT, FEET FTG. FOOTING F.V. FIELD VERIFY - — — — — — — — — — - LINES OF CEILING CHANGES a� SOFFITS, OVERHANGS, ETC. 00-101 DOOR NUMBER CEILING HEIGHT x LCEILING MATERIAL or TYPE GALV. GALVANIZED GA. GAUGE G.C. GENERAL CONTRACTOR CR. C,RADE GYP. GYPSUM HOW. HARDWARE HGT. HEIGHT N.M. HOLLOW METAL H.P. HIGH POINT HORIZ. HORIZONTAL INCAN. INCANDESCENT I.D. INSIDE DIAMETER INSUL. INSULATION CEILING NOTE ( TYPE, REFERENCE, HEIGHT ) PARTITION TYPE (SEESCHI:DULE SHEET A0.2) ABBREVIATION'S INT. INTERIOR MAX. MAXIMUM MECH. MECHANICAL JT. JOINT MTL. METAL K.O. KNOCK OUT NEZ"Z. MEZZANINE NIN. MINIMUM LAN. LAMINATED MISC. MISCELLANEOUS LAV. LAVATORY MLDG. MOULDING LB. POUND N.R. MOISTURE P.ES!STANT L.H. LEFT HAND MTG. MOUNTING L.P. LOW POINT MULL. MULLION MFR. MANUFACTURER NON. NOMINAL MAS. MASONRY N. NORTH M.O. MASONRY OPENING N.I.C. NOT IN CONTRACT NATL. MATERIAL N.T.S. -, NOT TO SCALE NO. NUMBER O.C. ON CENTER OH. OVERHEAD OPG. OPENING OPP. OPPOSITE O.D. OUTSIDE DIAMETER P.T. PRESSURE TREATED PTD..- PAINTED PNL. PANEL OR PANELING PART. PARTITION P.H. PHYSICALLY HANDICAPPED PLAS. PLASTER PLAN. PLASTIC LAMINATE PLBG. PLUMBING PLYWD. PLYWOOD PROP. PROPERTY O.T. QUARRY TILE R RADIUS REF. REFERENCE REINF. REINFORCED, REINFORCING READ. REQUIRED REV. REVERSE R.N. RIGHT HAND RN. ROOM R.O. ROUGH OPENING R.T.U. ROOF TOP UNIT 4A62 3 S.F SQUARE FEET, FOOTAGE SCHEP. SCHEDULE SLT. SEALANT SEC. SECTION SIN. SIMILAR SL. SLOPE SPEC. SPECIFICATION so. SQUARE 5.5. STAINLESS STEEL STD. STANDARD STL. STEEL STRUCT. STRUCTURAL SUSP. SUSPENDED SW. SWITCH SYS. SYSTEM COLUMN GRID REFERENCE NUMBER or LETTER: INTERIOR ELEVATION TAG REVISION CLOUD &t REVISION NUMBER TEL. TELEPHONE TEMP. TEMPERED THRES. THRESHOLD T.P.D. TOILET PAPER DISPENSER T.&C. TONGUE AND GROOVE T.&B, TOP AND BOTTOM T.O,F. TOP OF FOOTING T.O. NAS. TOP OF MASONRY T.O.S. TOP OF STEEL T. TREAD TYP. TYPICAL UNFIN. UNFINISHED U.O.N. UNLESS OTHERWISE NOTED... VERT. VERTICAL VEST. VESTIBULE V.C.T. V;NYL COMPOSITION TILE W.C. 'a!ATER.CLOSET W.H. `'CATER HEATER W.P. WORK POINT WP, WATERPROOF W.R. WATER RESISTANT W.W.N. WELDED .WIRE MESH W/ WITH W/o WITHOUT WD. 1141001) CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODIES (C) 2001 FLORIDA BUILDING CODE IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. APPLICABLE CODES : JURISDICTION : CITY OF SANFORD, FLORIDA FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL Et GAS; FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) FLORIDA FIRE PREVENTION CODE 2001 EDITION NFPA FIRE PREVENTION CODE 2000 EDITION NFPA 101 2000 EDITION NATIONAL ELECTRIC CODE 2002 EDITION OCCUPANCY GROUP F / FACTORY - INDUSTRIAL CONSTRUCTION TYPE TYPE IV / UNPROTECTED BUILDING AREA 25,000 SF / 1 FLOOR BUILDING HEIGHT +/ 23'-0" SPRINKLERED NO FIRE SEPARATION NONE _ 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR. TO THE PREPARATION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR "fHE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 6. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. 8. CONFIRM ALL HORIZONTAL DIMENSIONS WITH;.yLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION. 9. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD PARTITIONS. DIMENSIONS ON PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE INDICATED. 10. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. 11. NOT USED -INTENTIONALLY LEFT BLANK 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 13. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. 15. ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND/OR LOCAL REQUIREMENTS. 16. CONTRACTOR TO PROVIDE Et INSTALL 244OBC FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE. MARSHAL. COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. 17. ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL Et ALL APPLICABLE CODES Et ORDINANCE. 18. SEAL/ CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE WITH APPLICABLE UL DESIGNS, AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 19. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. 20. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER THAN 4" SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 5/8" GYPSUM BOARD EACH SIDE OF CHASE WALL. PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL AND TO MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS. 21. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD. PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER ITEMS OCCURRING WITHIN PARTITIONS. 22. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH GYPSUM BOARD TO CREATE FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN THE RATING OF THE PARTITION IN WHICH THE ITEM OCCURS. 23. ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 24. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR 24" BOTH HORIZONTALLY Et 12" VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSERS, THE EXISTING GYPSUM BOARD BOARD MAY BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. 25. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION. OCCUPANCY CLASSIFICATION: I BUILDING TYPE: I OCCUPANT LOAD: EXIT REQUIREMENTS, CONTINUED: I FLORIDA BUILDING CODE : STORAGE - GROUP S, SECTION 312 BUILDING AREA : ALLOWED, PER 2001 FLORIDA BUILDING CODE, TABLE 500 OCCUPANCY GROUP F: 21,000 S.F., ONE STORY, UNSPRINKLERED 63,000 S.F., ONE STORY, SPRINKLERED 100% INCREASE ALLOWED WITH 30' HORIZONTAL FROM. STREETS or UNLIMITED INCREASE WITH SPRINKLERS AND 60' OF OPEN SPACE ALL SIDES BUILDING HEIGHT: 4 STORY, 55' MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 500 ACTUAL HEIGHT = +/- 24-0" FIRE SEPARATIONS : NO SEPARATIONS REQUIRED FBC 704.1.2.1 - PORTIONS OF BUILDINGS USED AS ACCESSORY OFFICES FOR TRANSACTING THE PRINCIPAL BUSINESS IN GROUP S AND GROUP F OCCUPANCIES NEED NOT BE SEPARATED FROM THE PRINCIPAL USE. 2001 FLORIDA BUILDING CODE, CHAPTER 6 : TYPE FOUR (IV), UNPROTECTED, UNSPRINKLERED MATERIALS : CMU & PEMB EXTERIOR WALLS, STEEL TRUSSES, METAL ROOF, METAL STUD Et CMU INTERIOR WALLS FIRE RESISTANCE RATINGS FROM TABLE 600 FIRE PROTECTION REQUIREMENTS PER FBC TABLE 600 INTERIOR BEARING 609.2.3. (ANY MATERIAL) COLUMNS NC (SUPPORTING ROOF ONLY) BEAMS, GIRDERS, TRUSSES NC (SUPPORTING ROOF ONLY) ROOF/ CEILING NC EXTERIOR BEARING WALLS RATING / % PERMITTED OPENINGS NORTH NC (NL%) SOUTH NC (NL%) EAST NC (NL%) WEST NC (NL%) EXTERIOR NON -BEARING WALLS RATING / % PERMITTED OPENINGS NORTH NC (NL%) SOUTH NC (NL%) EAST NC (NL%) WEST NC (NL%) '- OCCUPANCY PER 2001 FLORIDA BUILDING CODE, TABLE 1003.1 OCCUPANCY GROUP F: 1 PERSON PER 100 S.F. GROSS OCCUPANTS 25,000 SF / 100 = 250 OCCUPANTS EXIT REQUIUAENTS : OCCUPANCY GROUP F - FACTORY / INDUSTRIAL 2 EXITS REQUIRED PER FLOOR PER 1004.2.2 (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) 200 FEET MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLERED) PER FBC TABLE 1004 20 FEET MAXIMUM DEAD END CORRIDOR (UNSPRINKLERED) 75 FEET MAXIMUM COMMON PATH OF TRAVEL (UNSPRINKLERED) MINIMUM EXIT DOOR CLEAR WIDTH = 3Z' MINIMUM AISLE = 44' MINIMUM STAIR WIDTH = 44' .2" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) SEE PLANS FOR ACTUAL EXIT WIDTHS WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FP,OM ANY ACCESSIBLE SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. (SECTION 1004.3.1) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS (SECTION 1012.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE FOOT-CANDLE, MEASURED AT THE FLOOR. (SECTIONS 1016.1) EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1 /2 HOURS IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF AT LEAST ONE -FOOT CANDLE R A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. (SECTIONS 1016.2,2 E 3) MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE SERVES AS AN EXIT Et IS VISIBLE TO THE OCCUPANTS. (SECTIONS 1016.3.1 Et 3.3.3) INTERIOR FINISHES: INTERIOR WALL FINISHES TO BE CLASS A OR B IN EXITS OR ENCLOSED CORRIDORS. FLOOR FINISHES SHALL BE CLASS I OR 11 IN EXITS AND CORRIDORS. VESTIBULE FINISHES SHALL NOT EXCEED CLASS B OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.660.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION 7/1/2005 PERMIT SET - PROJECT C 0""' X L U 1"'AB E R TRUSS ASSEMBLY ENCLOSURE CHURCH STREET SANFORD, FLORIDA SHEET TITLE CODE INFO PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP CHECKED: RAG LAYER MANAGER: PS-LIFESAFETY Aue SHEET SET: CVR 1 1 2r23 7 EXISTING COLUMNS i l I I I I I i I l i l 1 I I I I I i l I I I l I I i I i I i l I i l i l 1 i I I l I l I 1 I I I i I I I i I l I I I I l I I I I I I I I I cv I I IY� I�Ile, 1 10 I I. I I IZ(9 IwZ Iv)F_ > IW% > IOW a I 0 L,1 I Ism I0Q I IOJ fmJ IOZ) i CY V) Ld Iwn ion I (1. IOV) ��z _j� IWX I W LLJ IV)04 I Ld 100 I>> 100 IWIX 1tL CL ------------------------------------------------------------------------------------ i I I I I I •aa I I 1 I I I ! I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1� AV% EMIk IV In I- LUU K r LAN 1 /g„ - 1 ; _0„ OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650,3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE I DESCRIPTION PERMIT SET 7/1/2005 0 PROJECT SHEET TITLE PRINT DATE: 7/1/2005 SHEET NUMBER PROJECT NO: AD-2005-13 DRAWN: JLP CHECKED: RAG LAYER MANAGER: PS—LIFESAFETY SHEET SET: CVR HIGH OVERHEAD DOOR 02 SOUTH LEVATI SCALE 1/8" = 1'-0" e i _�EAVE_HG- `�' 1 8,-0„ -CMU WAL Y 10'-0" EXISTING FIN. FLR `� _ 0'-0„ I EAST ELEVATION SCALE 1 /8" = 1'-0" �EAVE_HG_ - `P FIN. FLR_ . Y 0,-0„ (4DWEST ELEVATION SCALE 1 /8" = 1'-0" oDn\nnc (n 1 A �)" V A)" ��1N41 ICT HIGH OVERHEAD DOOR METAL DOOR HIGH OVERHEAD DOOR SHLLIINU ' "' X 14' HIGH METAL DOOR OVERHEAD DOOR 3 C44 5 EAVE HGT _1—. .—.—.—. 8 ——._ BOTTOM OF EXISTING SKIRT NEW WALL SHEETING FIN. FLR. -.— ,— „-----... — — EAVE_HOT BOTTOM OF EXISTING SKIRT EXISTING CMU FIN. FLR. 7 -7r" v Zc" cvunI ic-r ZF" v ZF" cvunI ICT OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS r i OB¢ARCHITECTURE INC 100 FAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 t I i PUSH SIDE r-------- I t Pi i--------- x Lu ® I j 18�' MINIMUM ® r; z 1 24 PREFERRED �;; I �,, 2 0- 0- NOTE: x = 12 IN IF THE DOOR (A) FRONT APPROACHES HAS BOTH A CLOSER AND A LATCH. ----------------------- 54� MINIMUM PULL SIDE \ ..la x ® PUSH SIDE _j CHANGES IN LEVELS IN NOTE: x = 36 IN MINIMUM IF - 60 IN 0- x = 42 IN MINIMUM IF y - 54 IN. 0- NOTE: y = 48 IN MIN. IF DOOR HAS ACCESSIBLE ROUTES (B) HINGE SIDE APPROACHES BOTH A LATCH AND A CLOSER. PUSH SIDE PULL SIDE --- ----------, Lu ® 24" MINIMUM ® 24" MIN. I T NOTE: ALL DOORS IN ALCOVES x - g/� T i x I I SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. a- NOTE: y - 54 IN MINIMUM IF THE DOOR HAS A CLOSER. ®- NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSER. (C) LATCH SIDE APPROACHES " PER " SCHEDULE11 4, EXTER& WEATHER STRIP ALUMINUM THRESHOLD HANDICAP ACCESSIBLE SEE DOOR SCHEDULE CONCRETE WALK OR ASPHALT PAVEMENT SLOPE DOWN AWAY FROM BUILDING @ .24" PER FT. MAX. SLOPE DOWN 4 A 4 e a a .40 -A EXPANSION MATERIAL (I SEALANT BED 1 1 SCALE: 3" = 1'-0" Lu 0 v DOO O R ELEVATIONS FRAME ELEVATIONS SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" J SCALE: 3"= 1'-0" 5/8" GYP BOARD OVER 1-5/8" METAL STUDS PEMB CONT. CAULK DOOR NUMBER DOOR DOOR SIZE ELEV MATERIAL FINISH SCHEDULE FRAMES TYPE MATERIAL FINISH DETAILS HEAD JAMB SILL HARDWARE DOOR PROTECTION FIRE SET THRESHOLD PANEL RATING GLAZING REMARKS P301 12'-0' X 14'-0' OH HOL NTL MFR - - - 4/A8.1 3/A8.1 3/A8.1 MFR - - - - - 0302 20'-0" X 14"-0" OH HOL NTL NFR - - - 4/A8.1 3/A8.1 3/A8.1- P303 S-W X T-0d X 1 3/4� F HOL NTL PAINT I NOL NTL PAINT 2/A8.1- D304 3"-0" X 7"-0" X 13/4" F HOL MTL PAINT I NOL NTL PAINT 2/A8.1 2/AB.I I/A8.1 I METAL - - - - HARDWARE UTILITY / ACCESSIBILITY CODE ALL DOORS TO BE PROVIDED WITH HARDWARE (LEVER TYPE) HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, ( DESIGN BASIS ) TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE; IN ACCORDANCE WITH FLORIDA STATUTES CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4.13.9 HARDWARE SCHEDULEHARDWARE PECIFICATI SET SET HINGES, INTERIOR DOORS HAGER BB1191 40 x 40 626 #1 EXTERIOR EXIT HINGES, EXTERIOR DOORS HAGER BB1199 NRP 40 x 40 630 1-1/2 PAIR BUTTS 1 RAIN DRIP 1 THRESHOLD 1 OVERHEAD STOP CLOSER LCN 1460 SERIES SNB 689 1 WEATHERSTRIPPING LOCKSET / LATCHSEf SCHLAGE RHODES SERIES 626 LOCKSET BY PEMB MABUFACTURER -- FLUSH BOLTS ROCKWOOD 555 630 #2 STORAGE / MECHANICAL 1-1/2 PAIR BUTTS EXIT DEVICE MONARCH F-18-M 630 1 STORAGE LOCKSET PUSH PLATE ROCKWOOD 70 6" x 16" 630 1 OVERHEAD STOP 3 SILENCERS PULL PLATE ROCKWOOD 110 x 70C 630 KICK PLATE ROCKWOOD 8 x 2" LDW 630 MOP PLATE ROCKWOOD 4 x 2" LDW 630 WALL STOP ROCKWOOD 406 OR 409 630 OVERHEAD STOP GLYNN-JOHNSON 905 630 WEATHERSTRIPPING PEMKO 303AV THRESHOLD PEMKO 2005AV RAIN DRIP PEMKO 346D 1. ALL DOORS SHALL HAVE SAME ELEVATION WITH NO MORE THAN 1 /4" DIFFERENCE ON EITHER SIDE OF THRESHOLD. 2. ALL DOORS AND WINDOWS SHALL HN1/E CAULK ON INTERIOR PERIMETER AND SEALANT ON EXTERIOR PERIMETER. 3. ALL HARDWARE TO BE BORED TYPE. 4. COORDINATE ALL LOCKSEfS WITH OWNER DOOR GUIDES HOLLOW METAL FRAME AND DOOR PEMB SEALANT 3" METAL BUILDING INSULATION WHERE OCCURS METAL BUILDING PANEL • W • SCALE: 3"= 1'-0" CD 01 �TEMOR o �@ cn ~ V) z� ww Ww METAL CHANNEL z 0 z0 _C) 0 0 N LL w C) w EXTERQ 3" METAL BUILDING INSULATION METAL BUILDING PANEL I&Wb if SCALE: 3"= 1'-0" OPENING C • � OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 mb PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS & SUBMISSIONS DATE DESCRIPTION PERMIT SET 7/1/2005 PROJECT LUm,.',BER TRUSS A5 NryB L ENCLOSU'R ,• %1 'f4 CHURCH STR9E? SANFORD, FI-a'R:�DA � fi Fir' SHEET TITLE ELECm-TR"1CAL PP"'OWE REt c~: wk-'0 L I G ING owz. �* M", 11111 1 F L 0"N 0 R LA PRINT DATE: 7/1/u SHEET NUMBER PROJECT NO: AD-2005; DRAWN: u� 4LP CHECKED: IL RAG LAYER M NA3�ER: �RS-LIFESAFETY. E2,9 1 4's' BEET}SET: ` ': CVR e