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3750 W 1 St 00-1715, 00-1737, 00-1739 New Construction Storage Plus
DEMO:; BEARING WALL RATING - 2 HOUR 3 NONBEARING WALL RATING - 2 HOUR U � D I. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION 9-2 (2 HOUR) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NON. 7a N. THICK , OF NOT LESS THAN 2Y AND NOT MORE THAN 1f PARTS OF CLEAN SHARP SAND TO I PART OF PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 2A. MORTAR MIXTURE* - (ALTERNATE TO MORTAR - ITEM 2) - NOT MORE THAN 130 LBS OF SAND AND 5 GAL OF WATER TO 76 LBS. (ONE BAG) OF MORTAR MIXTURE. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HOUR TO CLASSIFICATION IF USED. WHERE COMBUTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO LUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION ON il,� HOUR. 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE HLLEO WITH L005F DRY EXPANDt-O SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HOUR TO ''_A55FICATION. * BEARING THE UL CLASSIFICATION MARKING. DESK 4 NO. U0 01 BEA.PING WALL �, l i�,,6 4 HOUR NONBEARNIG WALL RATING - 4 HOUR 3 UI \.J 4 - -- - --- I. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION 6-4 (4 HOUR) SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTUREk 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NON. )� IN. THICK , OF NOT L- 2'/ AND NOT MORE THAN 3V2 PARTS OF CLEAN SHARP SAND TO I PART OF PORTLAW CEMEN PTMONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VFk ""S STAGGERED. 2A. MORTAR MIXTURE* - (ALTERNATE TO MORTAR - ITEM 2) - NOT MORE THAN 136 SAND AND 5 GAL OF WATER TO 76 LBS. (ONE BAG) OF MORTAR MIXTURE. -. CEMTECH LABORATORIES, INC. 3, PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HOUR TO CLA55PICA'..y"' USED. 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPAND:-) SLAG, BURNED CLAY QR SHALE (ROTARY KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL r ,.ATION, OR SILICONE TREATED PE12LITE LOOSE FILL INSULATION, CLASS D-2 (2 HQ) OR C-3 (3 HR) CONt ',- BLOCKS WILL PROVIDE A 4 HOUR FIRE RESISTANCE RATING. * BEARING THE UL CLASSIFICATION NAR(ING. t DES104 NO. U465 dUr - BEARING wAt_L RATING = HOUk YQ) PARTITK)N SCHEDLU MARK ASSEMBLY DESCRIFTION THK. MIGHT REMARKS Y8' TYPE 'X' GYPSUM BOARD OVER I" 0 "ZEE" FURRING CHANNELS 4 16" O.C. W/ RIGID N5MATION BTWN STRIPS REFER TO SECTIONS, WHERE FIRE RATING 6 INDICATED, r-- q� GYP. BOARD WALL CONSTRUCTION TO BE AS FOLLOWS OVER 8" CONCRETE BLOCK 6" ABOVE FINISH CLG. FOR t8OUR - VL. LM5 STUCCO EXTERIOR FINISH %' TYPE "X' GYPSUM BOARD OVER I" "ZEE" FURRNG CHANNELS 0 16' O.C. REFER TO SECTIONS, WHERE F9E RATING; LS "AtE0, � `! W/ RIGS INSULATION BTWN STRIPS OVER 8" CONCRETE BLOCK 'T� r GYP. BOARD WALL C TRUCTION TO BE AS FOLLOWS: t 6" ABOVE FIN15H CLG. I HOUR STUCCO EXTERIOR Ft 5H 3Ya' METAL. STUDS ® 16' O.C. WITH (� L �J ONE (1) LAYER %4 TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE WITH 4 . TO 6' ABOVE THE FINISH CEILING Yj" SOUND ATTENUATION BLANKETS AT OFI-ICE WALLS. 8' CONCRETE BLOCK STUCCO EXTERIOR 7%' REFER TO SECTIONS WHERE FIRE RATING IS INDICATED, WALL CONSTRUCTION 10 BE AS FOLLOWS: ' I HOUR 3Ya' METAL STUDS 6 16' O.C. WITH � _ ONE (1) LAYER %' TYPE 'X' CYPSUM 4 TO 6" ABOVE THE USE WATER RESISTANT GYP. BOARD, L 5 J WALLBOARD ON EACH SIDE WITH FLASH CHLNG 0 TILE CERAMIC TLE ON RESTROOM SIDE 3'f�" SOUND ATTENUATION BLANKETS GENIBM PARTITION NOTES: 1. VERIFY ALL WALL FINISHES WITH FIN1514 SCHEDULE. 2, ALL PENETRATIONS THOUGH PRE RATED PARTITIONS SHALL BE PROTECTED TO MAINTAIN REQUIRED FIRE RATING. 3. USE WATER RESISTANT GYPSUM BOARD IN ALL RESTROOMS, JANITORS ROOMS & FOOD SERVICE AREAS. 4. PROVIDE STUDS OF SUFFICIENT GAGE FOR PARTITION IEIGHT PER MAN 1UPACTURER'5 REQUIREMENTS. 5. AT MULTIPLE LAYER WALLS CAULK BETWEEN METAL STUD & GYPSUM BOARD, PROVIDE NEOPRENE BETWEEN ONE TRACK & FLOOR. 6. PROVIDE CONTINUOUS BEAD OF CAULK AT PERIMETER OF OUTER LAYER OF GYPSUM BOARD. 1. FLOOR & CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED RUNNERS, A� WOE (MIN), n/" LEGS, FORMED FROM NO. 25 MSG (MIN) GALV. STEEL, ATTACHED TO FLOOR & CEILING WITH FASTENERS SPACED 24" O.C. MAX. IA. AS AN ALTERNATE TO ITEM I CEILING RUNNER -- 25 MSG MIN. GALV. STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4" LEGS OFFSET AT MIDPOINT 3a' TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACED 24' O.C. THE WALL CLADDING SAH LL OVERLAP WALLBOARD` I%" MIN. FIRE TRAK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3%" WIDE (MIN), I%" LEGS, V FOLDED BACK RETURNS FORMED FROM 25 MSG GALV. STEEL SPACED 24' O.C. MAX. DRAWNG SYMBOL LEGEND cE1AL NI�EER 4 AN THRU BUILDING SECTION 9FfET DETAIL APPEARS ON FULL WALL SECTION n PARTIAL SECTION z-4A 4 OCTAL OR ENLARGED PLAN ♦'�'< <►:r% REFERENCE I 1 PARTITION TYPE SEE SCHEDULE THIS SHEET LINES OF CEILING CHANGES ( SOFFITS, OVERHANGS ETC.) COLUMN GRID REF"-ERENCF.. DOOR NUMBER INTERIOR ELEVATION REVISION 3. BATTS AND BLANKETS* - (OPTIONAL) - MINERAL 'WOOL OR GLA55 PBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM* - 78 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH I IN. LONG, TYPE S SELF -TAPPING STEEL SCREWS SPACED 5 N. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH I IN. LONG TYPE S STEEL SCREWS SPACED 12 IN, O.C.. BORAL GYPSUM INC. -- TYPE BG-C. CANADIAN GYPSUM COL, LTD - TYPES C, SCX, SHX, WRX DOMTAR GYPSUM INC. - TYPE 5 EAGLE -GYPSUM PRODUCTS - T\'PE EG-C. GEORGIA -PACIFIC CORP., GYPSUM [AV. - TYPE GPFS-C GOLD BOND BLDG PRODUCTS, NATIONAL GYPSUM DIV, - TYPES FSK-C, GSW-G. PABCO GYPSUM CO. - TYPE PG-C U.S. GYPSUM CO. - TYPES C, FCV, IPX2, SCX, SHC, SHX, WRC OR WRX REPUBLIC GYPSUM CO. - TYPE QC-C TEMPLE -INLAND FOREST PRODUCTS CORP. - TYPE TP-5 WEST20C INDUSTRIES LTD. - TYPE FIREBOARD 5, JOINT TAPE AND COMPOUND -- VINYL, DRY OR PREMIXED JONT COMPOUND, APPLIED N TWO COATS TO JOINTS AND SCREW HEADS: PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN THICK GYPSUM VENEER PLASTER MAY Be APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD, JOINTS REINFORCED, 6. FURRING CHANNELS - (OPTIONAL- NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPREAD VERTICALLY MAX. 24 IN. O.C. FLANGE POQTION ATTACHED TO EACH INTERSECTING STUD WITH %2 IN. LONG TYPE 5-12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1. CODE REOUIREMENTS:IT 6 THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMNISTRATIVE AUTHORITY HAVING JURISDICTION 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS N ACCORDANCE WITH THE REOUIREhENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODES (C) STANDARD BUILDING CODES (0) STANDARD PLUMBING CODES (E) NA104AL ELECTRICAL CODE 3. 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. 4, ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT N A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 5. IT 6 UNDERSTOOD THAT ALL INTENDED WORK iS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. N NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVALOF SAID OF SAID AUTHORITY. 6. ALL TRADES SHALL BE RESPONSBLE FOR ALL FEES RELATE? TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTNG CONDITIONS AND FELO-COORDINATE THE CORRECTIVE ACTION 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. 8, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHTECT/DESIGNER TO CONFIRM ALL OISCREPANCIFS. q. THE ARCHITECT/DESIGNER SHALL NOT BE HELD PESPONSBLE FOR WORK PERFORMED NOT N ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. IQ. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION II. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK, 12. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO ACCESSBLITY FOR THE DISABLED, FL09VA STATUTES, CHAPTER 553, PART V, FLORIDA ACCESSBLITY CODE I GENERAL NOTES I AWREVIATIONS MAX. MAXIMUM I. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF 45 BD AND THOROUGHLY FAMLIARIZE HIIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK Of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rPQ FOR EACH SPECIFIC CONDITION. All BULMG 1 / BUILDING IA FLOOR / FOUNDATION & ROOF PLANS A1.2 BUILDING 1 / IA ELEVATIONS & SECTIONS A2.1 BUILDING 2 / BUILDING 2A FLOOR / FOUNDATION & ROOF PLANS A2.2 BUILDING 2 / BUILDING 2A FLOOR / FOUNDATION & ROOF PLANS A3.1 ELEVATIONS & DETAILS FLOOR/FOUNDATION & ROOF PLANS A4.1 ELEVATIONS & DETAILS FLOOR/FOUNDATION & ROOF PLANS A5"1 ELEVATIONS & DETAILS FLOOR/FOUNDATION & ROOF PLANS I A6.1 FLOOR & ROOF PLANS A6.2 EXT. ELEVATIONS /FLOOR PLAN fbi A63 FOUNDATION PLANS & ENLARGED PLANS L' A6.4 STAIR DETAILS / ENLARGED PLANS A6.5 STAIR & ELEVATOR DETAILS A6.6 STAIR & ELEVATOR SECTIONS / INTERIOR ELEVATIONS A7.1 WALL SECTIONS / DETAILS A7.2 WALL SECTIONS A7.3 WALL. SECTIONS A7.4 FOUNDATION DETAILS 4�k�ULES DETAILS DETAiLS 7`11-DING #6 #1 THRU 5 AII.,S, ETC. VAC DETAILS *CHANCAL PLAN Ala I TYT. CEOIJIRES A N- Oo 4 0 I 1 F 1, ] . UTILI7Y IMPACT FEES NOT CE FOR INSPEO-b 10INS. s �/? . S 0 CAL (407) 302-1003 0 ; ALL CONNECTIONS TO WATER AND SEIA72R hlAf?'43 gD�E« -�,; "��rRE THAT A%i C` OIl D E C%'eais6 Ti0I+I ®W Z:s NT. W ITE�a 11,'l C l a P11-1:TS-oF-vvAy �;�a,p AID 11-4SrE_�T1 �4. �` 1 _ t InCALL (407) 330-5671 EL F ' wI ' ",. ;`I I I E kEfl , LO:�,AsT"IO,N TO, E BY BUILDER & ELECTR�JcIAN. P %ForM TO THE �1 ■y t e, «.��,-e% y� n R'�e..n L6 WlIG'mJ..u: rl . F 1 A0 - " �. �o A 1. �•..5 W s..,:,..y�y�a`� S� FY:,✓R ,too �°l � , l .4 NOTES I. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION V606 OF THE W STANDARD BULDNG CODE FOR 100 MPH WIND LOADS. A.y� OCCUPANCY: GROUP S-STORAGE (PER SBC Igg7 EDITION, 312) ADO'L. ADDITIONAL BTM. BOTTOM DIA. DIAMETER EXH. EXHAUST GALV, GALVANIZED NT. INTERIOR MECH, MECHANICAL NO. NUMBER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEL TELEPNOE VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR BLX. BUILDING M. DIMENSION EXIST, EXISTING GA. GAUGE MTL. METAL- PLYWD, PLYWOOD SCHED. SCHEDULE TEMP. TEMPERED VEST. VESTIBULE A.F.C. ABOVE FUSE GRADE B.U.R. BUILT UP ROOF DR. DOOR E.J. EXPANSION JOINT G.C. CENERAL CONTRACTOR JT• JOINT MEZZ• MEZZANINE O.C. ON CENTER PROP. PROPERTY SLT. SEALANT THESS. THRESHOLD V.C.T. VINYL COMPOSITION TIL` A.C.T. ACOUSTICAL CEILING TLE ON. DOWN EXT. EXTERIOR GR. GRADE MN. MINIMUM OR OVERIEAD SEC. SECTION T.P.O. TOLET PAPER DISPENSER ALT. ALTERNATE CLG. CEILING DS. DOWNSPOUT GYP. GYPSUM K.O. KNOCK OUT MISC. MISCELLANEOUS OPG OPENING Q.T. OUARRY TILE X. SIMILAR T.&G. TONGUE AND GROOVE W.C. WATER CLOSET ALUM. ALUMINUM C.M.U. CONCRETE MASONRY LMT(S) DWG, DRAWING F.RP. FIBERGLASS REINFORCED PANEL LAM. LAMINATED MLDG. MOU.DM,IG OPP_ OPPOSITE SL. SLOPE T.&B. TOP AND BOTTOM W.H. WATER HEATER ANCH. ANCHOR C.T. CERAMIC TLE D.W. DRYWALL FN. FNISH HIRW. HARDWARE LAV. LAVATORY Mp. MOISTURE RESISTANT O.D. OUTSIDE DIAMETER R RADIUS SPEC. SPECIFICATION T.O.F. TOP OF FOOTING W.P. WORK PONT ( tl APPROX. APPROXIMATE C.O. (,LEANOUT O.F. ORINKNG FOUNTAIN F.E. FIRE EXTINGUISHER HGT. HEIGHT 41 LB. POUND MTG MOUNTING REF. REFERENCE SQ. SQUARE T.O. MAS. TOP OF MASONRY WP. WATERPROOF f ARCH. ARCHTECT COL. COLUMN I FLUOR. FLUORESCENT H.M. HOLLOW METAL L.H. LEFT HAND MULL. MULLJON P.T. PRE53ME TREATED REIF. REINFORCED, REINFORCING S.S. STAINLESS STEEL T.OS. TOP OF STEEL W.R. WATER RESISTANT ��\ CONC. CONCRETE i EA. EACH FD. FLOOR DRAIN N.P. HCH POINT LP. LOW POINT PTO. PAINTED READ. REQUIRED STD. STANDARD T. TREAD W.W.N. WELDED WINE MESH J NON. BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRICNOMINAL WATER COOLER FLR. FLOOR HORIZ. HORIZONTAL PNL. PANiEL OR PANELING REV'. REVERSE STL. STEEL TYP. TYPICAL W/ WITH V BN, BEAM C.J. CONTROL JOINT .cLEV. ELEVATION FT. FOOT, FEET MF2. MANUFACTURER W NORTH PART. PARTITION R.N. RIGHT HAND STRUCT, STRUCTURAL W/0 WITHOUT D BTWN. BETWEEN CONT. CONTINUOUS EQ. EQUAL FTC. FOOTING WAN, INCANDESCENT MAS, MASQMRY N.I.C. NOT N CONTRACT P.N. PHYSICALLY HANDICAPPED Rlh. ROOM SUSP, SUSPENDED UNIFIN. UHNFNNSHED WD, WOOD BLK. BLOCK EQUIP. EQUIPMENT F.V. FIELD VERIFY L0. NSbE DIAMETER M.O. MASONRY OPENING N.T.Q. NOT TO SCALE PPLAS. PLASTER R.O. .LAIS. PLASTIC LAMINATE R.U. ROOF TGPLUNT SYS. SYSTEMU.O.N. UNLESS OTHERWISE NOTED B0 BOARD DET. OETAL. ETC. ET CETERA NSUL. WSU_ATI N MATL. MATERIAL 11 �RCN•S4LU1i INC mCnm rNux" ORLANDO SC NTH OFFICE '' 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 85/ 5461 CL 407 325 7992 FX 407 897 5461 K:c"!j MEC CON GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 40 323 1150 FX 407 323 9304 I I� � , I r O Z SH11T INFORMATION DATE 10 )WARY 2WO DRAWN BY. ALP / MR PROKT to. "am LAST PLOT DATE 10 j"ARY 2000 !::I, +1 22 -0' ij O o 121 O 1v O 0 ,o 0 e s o 10 __- _- L_ � i CO 1 HOUR Q RATING I 1 �y D ao 10 e b O o � m b O o a- a0 T b-I O o I-- - z N.a 1 22•-0' 1 7.4 SCALE: k" = 1'-0' 150'-8' A7.4 SLOPE -.► DOWN -F----- GUTTER STANDING SEAM ROOF I STANDING SEAM GALVALUME ROOF I �--- GUTTER 1 jW Z op SCALE: RECESS SLAB 1-112" DEEP I78•-0' _ .-- — — =O a 00 I6" 8-0'2 'FS-0"1) "8-0'2- '8-0"2- 8'-W2- °6-0'2- "Q-0'2- 8-0'2- It6-Q"2 - "6--Q'2•- 8-0'2- 'S-0'2'-Q"p-0'2_ Pq-0'2_ �6_Q'1 " ' ' ' V C! �` V V CJ zri (D o f o (D o 11 o 0 0 o I 1 0 1 o a C` I. 'I 0 0 20'--8" 22'-0' ?'-10" 9"-IO" 9"-IQ" 9-10" Q-!0' 9"-t0' q"-IQ" 9.-10' # q --lo j. 9-10' 4'-101 9'-T -q'''-ICr we DECORATNE FENCE, 6'-0" MGT. 1 FLOWLM — BM tt & 1 rl� �-2 178'-0' 1 7.4 UNE OF DECORATIVE FENCE I ^CONTINUES TO BLDG 2 6 z �n 4 r 3 � UA��cur�u;,;i� � 2 1A ..ff�!i ICY PIAN No SCALE OUTSVE WALL FNSH PLAN NO SCALE PANTED CMU STUCCO FINISH WITH ELASTOMERIC COATING WALL LEWU 8" CMU PARTITION (NON —RATED) METAL STUD PARTITION XW METAL STUD WITH Ya" GYP BD BOTH SIDES 2" METAL PARTITION i METAL STUD PARTITION 3Ya' METAL STUD WITH Ys' GYP BD BOTH SIDES (t--MIX RATED) 8' CMU PARTITION (2 HOUR RATED) 8" CMU PARTITION (4 HOUR RATED) KUM CA SQUARE FOOTAGE 1,806 SQ FT NUMBER OF UNITS 15 TOTAL UNTS SIZES NJDICATEfl NJ WIDTH X DEPTH q,-10' X 10"-8" 13 _ — 10"-8' 2 PUM R "9 TO THE � t IREI-1,1,IEi",� j-�-� 0-4--SZ-:f� ,�^�. r cs,.�iuY tlr. q 4,J 'ice $ q.>a.�ti,I•ii��� ��� �ii.»�y �y P d S •c�+1.i1 �,-214%LutAriEQUATE FOR 100 MPH wium BALDING #1 SQUARE FOOTAGE 3,g60 SOFT NUMBER OF UNIITS 17 TOTAL UNTS SIZES �ICATED IN WIDTH X DEPTH 9'-6' X 20.-8" 1. a-8' X 20"-0" 1 9'-110" X 20'-8' 10 10'-3' X 20'-b" it-3' X 20'-8' ` 1 1 ` - -- _ Ir-11' X 20'-8' 2 13'-0' X 20'-8" 1 [AIRCN•S L iMIN IN marrEcnvAL rtscmm ORLANDO SOUTH " OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 fX 407 897 5461 Keo k GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 .a O L� LJLJ 0 Q0 SFffT INFORMATION DATE q WKIMY 1000 DRAWN BY- !P I sut AtoECT rq. 99M LAST PLOT DATE p JMMIARY 200 PU2LINS ----1 ' WI IRE SECURITY MESH AFFIXEiD T TOP OF METAL PARTITiO S EQ. 5'-0" EQ. 3 . o L------- SCALE: %' = 1"-0' F_ PU12LINS @5'--0' O.C. ---- ------------------- ---- WIRE SECURITY MESH AFFIXED TO TOP OF METAL PARTITIONS 22'-0' L____ FOR • v , •III J SCALE: %" = I"-0' •I O 2".T.O.� TOP OF r MASONRY PAINTED CMU ��j �1�1'�-2" TO `►' TOP . To MASONRY PAINTED CMU 10'- 6': TO_,;7 TOP OF MASONRY NORTH SU ELEV. / 110K#lA L SOUTH SDE B.EV. % #1A SCALE: I ' = ' (r ° SCALE: W 10'-6" TC TOP OF MASONRY CONSTRUCTION JOINTS EVENLY SPACED EVERY 20'-0' CJ CJ CJ ( CJ CJ CJ CJ CJ 9 NORTH ELEVATION - RX #1 A,.2 SCALE: 'V = 1'-0' , --- GALVALUME ROOF SYSTEM -STUCCO FINISH OVER 8" CMU, PAINTED AON GALVALUME ROOF A� ROOF EAVE BEYOND GUTTER 8 S011Tf; ELEVA SCALE: V' = I.--O' CO IRUCTIONhJOINTS EVENLYv • Q ' 2 _ A . STUCCO FINISH OVER 8" CMU, M Mrr l r r.n. r r_v ! �• yl wx ii4. AL2 VILEST ELEVATION - BLOC #1 / WEST ELEVATION - BL IX MA SCALE: V6' = I"-0' V12 �---- GALVALUME ROOF - ROOF SAVE BEYOND GUTTER PAINTED CMU GALVALUME ROOF ROOF EAVE BEYOND GUTTER 10-6" TO TOP - 1 OF MASONRY _. 8'--0" M.O. O' 0" GRADE - 3" METAL TRIM PROVIDED BY MANUFACTURER / PAINTED CMU — — -- --J --- RECESS SLAB 1 ' 1 /2" AT DOOR DOWNSPOUTS WITH (TYPICAL) SPLASHBLOCKS BETWEEN EVERY 3rd DOOR nOM ELEVATION DETAL 1 SCALE: V4' = 1'-0' EAST SIDE ELEV. / RIDING #1 SCALE 14.," --:; 1'-_0" TO ' OF )NRY D CMU MASC STUCCO OVER 8" PAINTED IC"6" TO TOP OF MASONRY MT SDE ELEV. /.KtDM #1 SCALE. !s' = 1 -0' -PAINTED CMU NISH ;MU, " _� 1�ti t b 1 AT L 4u^,�,( �9✓Y+0P1'M • —FOR - W 6 8 F5 Z 4 0. 8 8 +� zR 5 4 2 NO SCALE AR H•S �U11 N IN ,�arrEcn��. �sa�s ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 FmF=cKej4e) CoNsmucTm CO. GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 .n v O l� � OF===3 (��n HET NFORMAiION DATE DRAWN BY: IF / 91R NQ 99021 -PROJECT UST PLOT DATE: ._ RUNG #2 SQUARE FOOTAGE 1,806 SO PT NUMBER OF UNITS 15 TOTAL LINTS SIZES Ils"ATED IN WVTH X OEPTH q,-5' X 29-8' 1 q'-10' X 20"-8' 13 q'--7" X 20•-8' 1 miuvc 2A SQUARE FOOTAGE 4,121 50 FT NLkftR OF UNITS 18 TOTAL LNMTS SIZES INDICATED W WOTH X DEPTH 10"-8' X 20'-8' 2 q"-2' X 20'-8" 1 q'-10' X 20'-8' II q'-7' X 20'-8' 2 X 20 -8' 2 LINS i , ol SCALE: %4' = 1'-0' K�-3� rll'-**� PURLINS @5'-0" G.C. i 8' CMJ PARTITION (NON —RATED) METAL STIR PARTITION 3Y6' METAL STIR WITH ;6' GYP BD BOTH SIDES 2' METAL PARTITION METAL STUD PARTITION 3'Ki ' METAL STIR WITH Ys' all? BD -------------------- BOTH WES (I -HOUR RATED) 8' CtU PARTITION (2 HOUR RATED) 8' CM) PARTITION (4 HOUR RATW) GUTTER STANDING SEAM -- GUTTER ---- GALVALUME ROOF j 0 4 IRE SECURITY MESH AFFIXED — TO TOP OF METAL PARTITIONS W -like -1 111, .1 Ill, m SCALE: W = 1'-0' LOK—SEAM METAL ROOOF�F SLOPE DOWN I LOK--SF-AM METAL ROOF FOUNDATION PLAN - BM #2 & 2A 0 LOK-SEAM METAL ROOF Ell I on LOK-SEAM METAL ROOF RECESS SLAB 1-1/2" DEEP TYP. OF 4 SEE SHEET A7.4 FOR DETAILS ( 4 1 � �1A � 1 ICY PLAN NO SCALE i I 6-0' TURNED EDGE — SEE DETAIL 3/A7.4 TYP. OF 4 SEE SHEET A7.4 FOR DETAILS a A2.1 to 4' - Le a n n �4 n�r; ' ^ . 4"-7' 9-10" 4-10' 4-10' q—b' 9-10' q—kY_ a-10' q-10' 9-10' q-10' 9—ItYI 4-10' 9-10' I q•_S• s I o "I T �15 d � 1 s'Lw 6I • rw� N 4.:.. k chi' c�fa�" S UCH RALLY E UIVI l F 100 f,,APH WINDS. 11 gh • S4LMMll I NC ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL - 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 coNarnucnoN 0. GENERAL CONTRACTON 2290 WEST AIRPORT BOULEVARD SAIVFORD, FL 32771 PH 407 3231150 FX 407 323 9304 0 a � 0 z t� SHEET NFORMATION DATE b WCARY 2000 DRAWN BY: JLP / SRR OJECT NO 99021 LIST PLOT DATA ID JANUAItY 2000 UK &tDNG #2 KONG RA 1 SCALE: %' = r-O" ROM KM v UG #2 & 2A SCALE: v = r--O" Q _—100-6" TO Y OF MASONF GRADE STUCCO FINISH ELASTOMERIC C BUILDING 2A 0 21" 4" I'--6' RA" I'-i'-6' 12 DUAI SCALE: W = 1'-0" PUWNS ----------- - 'WI SECURITY MESH AFFIX — TO TOP OF METAL PAI7tIT10 S EQ_ 5'-0" E0. t i _. ------ — — ------------- L -J n BUILDNG SECTON BULDNG 2 SCALE: %" SCALE. /" - I -0" GALVALUME ROOF BUILDING 2 ONLY 3rd DOOR TYPiCAi. UVAIM Dff)% 5CAIt: Y4. s C-O' 2 y� / LOK-SEAM LOK-SEAM METAL ROOF- 12 METAL ROOF / 12 12 s� 2 i ♦ ♦ ®. . 9. — — —. ir — ` 6m SOUTH ELEVATION - BLDG #2A SCALE: V = r-0" � __ nnnnn�nr n nn NINON iil I I �I NI 11. � i II 1 I NORTH ELEVATION - BLDG #2A SCALE: k" = r-0" BLDG #2 WEST BRAWN - W)G #2A / WEST ERATION SCALE: I'-0` EAST ELEVATION - RM #2 SCALE: V = I'-0" 3 ELEVATION MAL SCAL E: %" - f-0" 11'-2" TTo TOP OF `r MASONRY PAINTED CMU RU ff SM ON. / &tDK #2 SCALE: Ya" = 1'-0" nAi IlAi uir nnnr nvcrr". 1��i �i %"�'A vv`rtnC,r�Li �,vll_Ilvv 000F 11_'-2" TO 1' TOP OF^. MASONRY PAINTED CMU I J Lll LEFT SDE ELEV. / BlJlMC #2 SCALE: W = 1'-0' SLOG #2A DECORATIVE FENCING EAST ELEVATION BLDG #2A SCALE: W' -- 1'-0" LOK—SEAM METAL ROOF STUCCO OVER B" CMU, PAINTED 6 W Z 1 , I 4 3 ' 6 IA 4 2 7 ,� KEY PLAN NO SCALE ELEVATION DEfAL SCALE: Ya" = i-0" PLANS TO TtlU!rl-- RED' NFLE sdff�.UT OF ECTION 16 OF Tl-! I S07 STANDARD S M® `',4ri CODE AND ARE 9T J ZF f ADEQUATE FOR [AflR01HI-IS"ANUIT I AUHMI" sc cEs ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 � MEOK GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 RI r MT NFFQ%WTM DATE 10 jA AMY 2000 DRAWN BY: / 9m PROJECT NO: 9w LAST PLOT DATE 10 JANUARY 2000 WALL LGGN) 8" CMU PARTITION (NON —RATED) METAL STUD PARTITION 3Yb' METAL STLV WITH %" GYP BD — — — BOTH SAES 2" METAL PARTITION -_-- - METAL STUD PARTITION 3%' METAL S-(UD WITH ya' GYP BG -- BOTH SIDES (I —HOUR RATED) 8" CMU PARTITION (2 HOUR RATED) 8" CMU PARTITION (4 HOUR RATED) 1" TOP OF MASONF STUCCC FINISH �O .I 1�0'-6" TO `r TOP OF MASONRY • BlI.t W #3 SQUARE FOOTACE 6,600 SF - NUMBER OF LNTS TOTAL SIZES INDICATED IN —85 WIDTH X DEPTH TUNTS 5"-q" X 5"-0' 2 5'-4' X 5"-0' 2 q"-10" X 11'-3" - 21 q"-8" X IC-3" I II"-3" 3 X 11'-3' 46 _- _4"-10" 4'-8' X 11'-3" 1 4'-7" X II'-3' 5 --- _- 4"-5' X 11'-3" 1 4'-4" X 11'-3' 1 7 T� 76P OF IASONRY SOU(H SDE ELEVATION - BLDG #3 SCALE- !6 1'-0" Uj SCALE: Ya" = I"-00 W 6 L 5 Z 4 a s 9 t 1A 4 �- 2 ---1 2A 3 ey r m NO SCALE '-10" TOE., P OF '"qr SONRY TED CMU 01-011 !- - BM #3 SCALE: '/4" = 1'-0' 2'-0" GALVALUME ROOF SYSTEM {� ►�� �� I cif ��� Jill l11� + EE � o I� Hil Kk"MAN -- 275'-0' — GUTTER %.4 b 7.4 #3 SCALE: v = I"70" \--- RECESS SLAB 1-1/2" DEEP 275'-O' I i 6-KY 8-0' $'-0 8"-0' $'-0' 8"-0' 8'-0" 8' -0' - 8'-0' 8' 0' 8'-0' $"-0' 8'-0' $"-0 8'-0' 8 -0' 8' 0' o a o o- o 0 0 o o o i o o o o o, o f r'o o`©, o o o c'o CD 0 (D , 5 k 4' 4-10' 9-10' 9-10' 4-10' Y-10' 7-t0" 9-K1' 9-7' 9-10' 4-�' 9'-d0' 9-IO' 9-10' 9-IC' 9'-10' - A-7'�' 9'-T' Y-W' 4'-i0' 4-10' 9-O' 4-10' 9"-10' 9-'Y 9-I' - -4-10" - • 4 ICi 4'-ItT' 4 10' 4'-10' 4_-EO 4_10' 4'-10' 4'-IO' 4'-10 4'-10' 4'-10' 4'-10' 4'. 10" 4_-10' 4" _IO' 4'-f0' 4'-10V 4 -0"' 4_-T 4"-10' 4-i0' 4'-10 4'-10' 4 _IO' 4'-IT 4'_I0' 4"_10' 4-1& 4'-W' 4--{0' 4'-10' 4'-V 4'-IC' 4'-10' 4'-10' 4,?' +1'_T' 4'-10' 4'-10' 4'-V 4'-V 4'-10' 4 10' 4'-60' 4-10' 4'-v 4'-KY 4'-1& 4'-10' 4'-10" 4'-T 4'-5' f-7' 4*- i - 1 b OOO - OOOO O IO O =0 — 11-11r- 6-01 6_0 a=0 �°� (-3) RL.i= PM — BM #3 SCALE: �11��1 I�I Il�ll� I� I� ilium11� II��I��I�pw�� 1��1 I! �--- PURLINS ® 5'-0" O.C. Jm 24'-0" FL I f, Z k"I's 12' —0" A TV %k 1— DI r%f' 4 L 2 5 EAST OVA' SCALE: k' = 1"-0" 10-6" TO OF MASONF �a 1 DOWNSPOU' SPLASHBLO BETWEEN E 3rd DOOR GRADE TMk EUVATi®N DETAI. SCALE: '114" = 1`-0' ,1 AI 1/AI ! I\.r M/1^r' -I-I -- IIN-1 1-1/2" AT DOOR PROVIDED BY (TYPICAL) MANUFACTURER KAM CaWORM TO THE RECUR�FfAErGS OF -SECTION OF I E,17� U.'I`a01C NODE AND ARE i RALL.Y ADEQUATE FOR 100 MPH WINDS. 1 1 - 10" TO TOP --.- -- --- - --- -- OF MASONRY RECESS SLAB 1 -112" AT DOOR (TYPICAL) �RCH•Sm1u0 IN AMrrRcrMAL MOW" ORLANDO SOUTH OFFICE 2616 PICKFAIR STREET ORlANDO,FL 32803.6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 MaKee CoNsTwicTm CO. GENERAL CONtiIACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 =J L�J SFEET NFORAMiION DALE D Wd1ARY 2000 DRAWN BY: IP 1 FR PROJECT N0: 9902I LAST ROT DALE 1D JANUMY 1000 WAIL LECErD 5' CMU PARTITION (NON -RATED) METAL STUD PARTITION 3Y6" METAL STUD WITH 78" GYP BD BOTH SIDES 2' METAL PARTITION METAL STUD PARTITION 3Ya" METAL STUD WITH 9�" GYP BD = ----------------- BOTH SIDES (1-HOUR RATED) 6' CMU PARTITION (2 HOUR RATED) 8' CMU PARTITION (4 HOUR RATED) 3 v,L7Y. 6 a ?A 5K, 41A, at, 111 NIA'All I I NO SCALE KIDW #4 SQUARE FOOTAGE 6,600 SF NUMBER OF LINTS N 58 TOTAL UNITS SIZES INDICATED 1N WIDTH X DEPTH 54' X 5'-0' 2 5-7' X 5-0' 2 II'-3" 2 X II'-3' 40 q'-7' X 11'-Y 8 q'-2' X II'-3" 2 11'-3' 2 PURLINS @ 5-0' O.C. l0� I �o I I i �• :4 / I SCALE. A' = i -0' Q•% 1 1 '_-10" _TO _ TOP OF _10'_-6" TO �j.� 10.'-_6" TO MASONRY I TOP OF - �* TOP OF MASONRY MASONRY M Ci STUCCO FINISH +- SOUTH SDE ELEVATION — BLDG #4 $�j SCALE: %` i I'-0' CIS: • SCALE: %a° = 1'-0" a /__ GALVALUME ROOF SYSTEM GUTTER WwW W If I��I�1.�►.��� ,I Il�I I� ►1! � �I II �I � II f �II,;,.,1 �l, jj,ia � � ,.,.► I�,,Illl�li�}I ,li„ ,, I,II I � I llli ► ,I, .I� �I � � � , iil f }�►II ;;, SCALE: !4" = r-O' 2rs-0' z .a ------ — — — — — 11'-10" TO d, TOP OF —10 MASONRY —PAINTED CMU Z FOMATION PLAN — BLDG #4 SCALE: k' = I`-0" i - RECESS SLAB 1-1/2" DEEP b"-b• 8'--0• "- — 8'-0• ; - 8 -0' 8" -0' 0 6-0-- 0 6 -V O —8•-0—' 0 2 -0• 6-0' o - • 0• - 6-0_ " - 8 - 000—0 • 6-0- O- � 8 -0� - -v 8- • -0• O - 9 -0" O �0•--8•—_0' �- v • 8 -0' - O 6 -0' - O • 6�-0. - O • 8�-0, O 8�-0, - 0' 6- O O 8-0. �- O a•-0. O 8 -0 - o 6 --0• r O • 8•_0" r 8�-0• r — 00U lot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 o 0 0 0 0 0 0 3 FLOOR PLAN — BLDG #4 �0 9 f`AI t/A! i l\IC D(nC CVCTC\I O•iniTrn n�•i � i 1% 6 EAST ELEVATION —BLDG #4 ���� 4 SCALE: f/1, _ ,•_0� 9 1® /`AI \/AI 1 IiJU Or%^C CVCTr1I 1 A�u 5 WEST ELEVATION — B SCALE: W = r-0' II 10-6" TCWTOP OF MASONRY #4 GRADE - - DOWNSPOUTS WITH } SPLASHBLOCKS BETWEEN EVERY 3rd DOOR 8" CMU, PTD. ft4. GALVALUME ROOF — ROOF EAVE BEYOND GUTTER t 8' -0" M.O. --43" METAL TRIM PROVIDED BY MANUFACTURER TYPICAL ELEVATION DETAIL SCALE: %' = 1'-0' RECESS SLAB 1 --1 /2" AT DOOR (TYPICAL) PLANS CONFORM TO THL xAe tkm-r-ea Fg11 7 «s d IN�AP1" ,k� `No CODE J11,10 AN U S T RU" f RFAL LY ADEQUATE FOR I riz 114 IIu, WINDS, MKKLIUffTlws INC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 o 0 0 0 0 0 0 3 FLOOR PLAN — BLDG #4 �0 9 f`AI t/A! i l\IC D(nC CVCTC\I O•iniTrn n�•i � i 1% 6 EAST ELEVATION —BLDG #4 ���� 4 SCALE: f/1, _ ,•_0� 9 1® /`AI \/AI 1 IiJU Or%^C CVCTr1I 1 A�u 5 WEST ELEVATION — B SCALE: W = r-0' II 10-6" TCWTOP OF MASONRY #4 GRADE - - DOWNSPOUTS WITH } SPLASHBLOCKS BETWEEN EVERY 3rd DOOR 8" CMU, PTD. ft4. GALVALUME ROOF — ROOF EAVE BEYOND GUTTER t 8' -0" M.O. --43" METAL TRIM PROVIDED BY MANUFACTURER TYPICAL ELEVATION DETAIL SCALE: %' = 1'-0' RECESS SLAB 1 --1 /2" AT DOOR (TYPICAL) PLANS CONFORM TO THL xAe tkm-r-ea Fg11 7 «s d IN�AP1" ,k� `No CODE J11,10 AN U S T RU" f RFAL LY ADEQUATE FOR I riz 114 IIu, WINDS, MKKLIUffTlws INC cnQAL rIsaUKIs ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 PX 407 897 5461 1M�K� C-0mT1WCT= CO. GENERAL CO/RRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD,FL 32771 PH 407 323 1I50 FX 407 323 9304 9 I� L� LJLJ 0 0 rn� LJL= O can cn SF$T FFfJRAIAiION DAM 1.0 WJUARY 2000 ORAYVN BY: Jp /gyp PROJECT NR 99021 LAST ROT DATE 10 JMA)ARY 2300 8' CMU PARTITION (NON -RATED) METAL STUD PARTITION 3%* METAL 5TLU VAIH 76' GYP EV BOTH SUES 2' METAL PARTITION 8- CMU PARTITION (I HOILK RATED) 8- CMU PARTITION (2 HOUR RATED) 8- CMU PARTITION (4 HOUR, RATED) 10 - 6 " TO — . OF MASONF o9_011 GRADE DOWNSF SPLASH[ BETWEEt 3rd DO( 8" CMU, I I I U. 1 ' 0-6" TOP OF MASONRY �� SCALE: V = 1'-0* ,A i I . '-10" TO P_O F, MASONR STUCCO FINISH 0 KMDM _#5 SQUARE FOOTAGE 01,075 50 FT NUMBER OF U14TS 60 TOTAL LNTS SIZES WICATEP N WVTH X XPTH 5'—q' X 5'-0' 2 4'-10* X 5'-0' 4 q'—Ilo X 15-90 2 q'-10" X 15'—qo 40 q'-7" X 15-9" 8 q'-2' X 15*—q' 2 q*—I' X 15'—q" 2 rT*� �71 GALVALUME ROOF 10" TO 77 3ONRY TD. CMU 10-6" TOP OF MASONRY -CUTTER GALVALUME ROOF SYSTEM lu NRW RM - BM #5 j SCALE: V = I'-Ofl III 11 ►I 1 ____ —_ —_= _____ y==— T=====_�--_-__ = I i =--_---_____-__= i ir2 *** N 9015 11 _' \,A�4 k.A7.4) II )F0MATM KM - BM #5 2 SCALE: V = r-O" m 775*-0' RECESS SLAB 1-1/2" DEEP G—V 6-06-17 8' 6--o. �-T 8-0. K;-T et. a t. T 8--v v �-T er-0, 6-0. 6 , 8--o- Z—q o--v Z-q U-01 z—q Z-g et.--01 �r� ao, r-4' P, 4 01 6-0. W-0. 8-0. 8!-0 -1 _(D 1! 1 1' 11 11 11 11 I - 1 �ff TT 7 10' 0 oll (D (D 0 (D 0 (D 0 107 0 (D 011, 0 (D 0 011 G I (D (D 11 (D L cr-11, cr- 101 IT-0 9,_101 or -wo ..................... ct-loo 9r-101 cr-7" q-7' q.-V 1_0 11-V c(_ V or-101 cr- to, q-iol q --p cf-7' 4-V 5-01 q-0 9'-10, cr-wo e (r-? q 4 r5 ATI (D 10 (D (D 0 (D (D (D (D (D (D (D (D (D (D 0 0 (D (D 0 (D (D (D (D (D (D RfVND PLAN - SM #5 6 Pub, A GALVALUME ROOF SYSTEM '\A7.lj --------- A5.1 tll�j MIX am lism Os- Flil� I I 0--' 1 10. 1 rm : WEST UVATM - 9= #5 1 4) � r9 V ATI k\*A, NA5.1� . Is/ Nr, SOUTH ELEVATION - BM #5 SCALE: V = 1'-0" TYPICAL ELEVATION MAC (TYPICAL) PARAPET GALVALUME ROOF SYSTEM mm WE gm9pow mommom --------- ------ j T- Mg HHATE SCALE: V60 = 1'-0' a_ilTmion ili 21111"'ll, 9'. STRUC7.0 AND ARE RALLY ADEQUATE FOR 100 MPH MIA( ,,a,, m z 4 F _3 O 2 2A KEY PLAN ���1� I J NO SCALE [�NCH•SoEl 111 MNS mKmicn" otsums ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 MaKee ComsmwcTm CKL GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 6j ce luul 0 O �� 91EET NFOLMATION DATE 10 )"ARY 2000 DRAWN BY. Ap / so PROJECT NID- 99021 LAST PLOT DA7E 10 JWJARY WM Iff-v 6 6' 4'-8' V ROOF PLAN SCALE: A6" = 1'-0' ISECOND FLOOR PLAN SCALE: VC 3a-a RCH EAVE - 26'-8' TOP OF MASONRY 27'-q" TOP OF SAVE SEE SHEET M1.0 FOR MECHANICAL UNT LOCATIONS GAL.VALLAIF ROOF SYSTEM LOW EAVE - 24' -0' TOP OF MASONRY 305 -0 r+'-a 3a-0' 0 1 N 12:1"3 !I/I6 i!1 3a-a 3a-0' 6'--a A 1 N r. I � � I I I I I 1 • --.� , b f _ ELEV►r-. _ — I M -CN I . ry I hVORARY - I ` I STAIR UN-OADW WcX N STAIR #i IT Tp- -4 aFRST FLOOR PLAN PLAN !16" = 1'-0' E t t � � +• — BATH � I STAIR OF-FICE3 _ - - - -- s- --- -- -- o — - -clJ B + L�i X-Fa QFCK T � 1 -14'-4- Of -4' 6 C 4 _ F-3 1 IA { 2 _ 1 2A mud"N KEY PLAN §I ► nMy-AT:� `MALL LEGEND 8' Cf tU PAPTITION (NON-PATF-O) METAL STUD PAPTITION 3Ya"METAL S1LUWITH �8'G,YPBV - BOTH SUES ,3' CMU PAPTITION ( RATED) -_ --. ALTEVNATIVELY ON 1/16' SCALE PLANS�fll{i�l��%��'»%. 8 cMt-"ION V_wo f ► 1 ��� `^ --- - 8' CMU PAPTITION (4 HOUP PAT D) NOT[- LOCATE PILLED CELL Al ALL COPNEP, TO EACH SUE OF POOP OPENk S AND 4'-0' OC iYP1CALLY OTHEPW!SE OFI THE SHFI Y TO HATCH AS ABOVE FOR CLARQ*Y PLAN 0R l TO T VIE X4 it OF Tf i 2- BUILD040 MDE AND ARE STRUCTURALLY ADEQUATE FOR 100 M N VANDS. PLANS Ire CITY OF SANFORD 8MMI-slolgEllolds ffic AMMIMAL vtwt ms ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 MID Fme7co- CONSTRU GENERAL CONTRACTORS 2290 WEST AIRPORT BOULEVARD SANI'ORD, FL 32771 PH 407 323 1150 FX 407 323 9304 �1 I (� << f < / - I siEET NFORMAnoN DATE: 5 MAPCH 2O00 — DRAWN BY, jP I SRR -_- - PROM NQ 99021 LA iPL D 5 MfA CH 2O00 M SRUCUk O 1 ' .m LA60 I 4: --L" m GUTTER HIGH SAVE - 27'-q' TOP OF MASONRY SEE SHEET MI.O FOR MECHANICAL UNIT LOCATIONS GALVALUME ROOF SYSTEM LOW SAVE - 24'-0' TOP OF MASONRY N z 3 0 0 N i� SCALE: %' = r-O' i-°' SECS FLOOR ftM SCALE: %" = r—O' FRST FLOOR PLAN SCALE: %' = r--O' 305'-& W Z � 5 4 12:13 II/16 3 � U 2 I I 1A KEY PLAN No ScAu R I,1 ' 1 � 1 1 7 5TAHR13 1� I ,I r I l< rr-4' o' 1I I0 Ii OFFICE V v I24 -4' M�r �, wl, 8' CMU PARTITION (NON -RATED) METAL STUD PARTITION 3Y8' METAL STUD WITH %' GYP BD BOTH SIDES 2' METAL PARTITION 8' CMU PARTITION (I HOUR RATED)) 6' CMU PARTITION (2 HOUR RATEM 8' CM PARTITION (4 HOUR RATED) NOTE: LOCATE FILLED CELL AT ALL CORNER, TO EACH SDE OF DOOR OPL-NN 65 AND 4'-0" OC TYPICALLY OTHERWISE BUDING #6 - 2ND FLOOR SQUARE FOOTAGE 27,450 SFI- NUMBER OF UNITS 232 TOTAL 5"-0' X 5'-0" 26 - 5'-0' X 6"-0' 4 5'-0' X T-O' 2 10'-0' X 12'-0' 87 12"-4' X 13' -4' 1 10'-0' X 15"-4' 1 6-0" X II'-0' 2 ✓ 12-0' X 16--0' I 8 -0" X 15 -0" 1 11 -0' X iq -0" 1 ✓ 5 -0' X 12 -0" 106 PLAM M To THE �- � , , �CTIO� 8UiL'D!p4o CoDE AND ARE .''RUCTUR,AL Ly ADEQUATE FOR E►MNG #6 -' IST FLOOR SQUARE FOOTAGE 27,450 SF NUMBER OF NITS 205 TOTAL 5'-0" X 5-0" 26 5'-0" X 6'-0' 4 5-0' X T-O' 2 10"-0' X 12'-0' 114 12"-4' X 13"-4' 2 10'-0' X 15-4' 1 T-0' X I1'-0' 2 5'-0' X 12'-0' 54 FARCN•S lUil COS IN cnM UsaMs ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 697 5461 cKe0 7 0.1 GENERAL CONTRACTORS 2230 WEST AIRPORT BOULEVARD SA(VFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 9 .a L� luu! LJL- v 0 o� DATE: A Wt1ARY 2000 DRAWN BY- 11 ! MR PROJECT NQ 99021 LAST PLOT DATE p JAN 2000 w Jj li •: .-... � .. I F�n..w.\ ��. . .... .� � � I � -. �l �:.' � •. �� \['\�. "- � " .II I. � � � � 11�1'� �� - �.. I � �. .. :'"� '.... ":� .. :,+ 111 .. �. .'._■ � - ..tl::.. + �. : --b' EXTW,10� CHU WALL POIiREU 501,10 -1 0II ENLARGED FLOOR .,'PLAN-,, SECOND FLOOR z !7 CALe: Z?7 = 1'-0' — j 1� ov D PLAN � "m CITY OF SAMPROARD TO T-IfIrm OF 'St-f�CTiOM OF TRH M37 BUJLDWG- CGUE Nil) ARE STMCTUMLLB' ADEQUATE FOR R IMM l UNNOIN J� ON ORLANDO SOUTH OFFICE 2816 PICK AIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 51461 NO 2290 WEST AIRPORT BOULEVARD SAINFUM 11 32'171 PH 407 323 1170 VX 407 323 9304 COD L LL MT NORMATION DATE, DIMM BY- PxojEcr t4a 9W21 LAsr PLOT DATE: 5 11ARGH 20001 IFREWSIOtI,6 A[X) #1 — 5 11APCH 2000 BUILDIING 46 STAIR DETALS ENLARGED PLA �,,IS r 1.4 GALVANIZED OR SPECIAL GOATINGS: See Contrac Documents 1.5 ALL BOLTS ARE 1/2" 0. x 0'-I" A30-1 EXCEPT: a) Eave strut connection - 1/2" 0 x 0'-1 1/4 A301 - b) Endwa l l rafter sp l ice - 5/a" 0 x O' -1 3/4" 4325 -N c) Erdwall column to rafter connection - 1/2"� x 0'-1 I/4" A325-N d1 Main frame connections - SEE CROSS SECTION' i NOTE: Washers. are not supplied unless noted otherwise on drawing ` - i.ro A325 BOLT TiG1-1TENING REQUIREMENTS i All high strength bolts are A325-N unless specificaily noted otherwise: Structural bolts shall be tightened by the turn -of -the -nut method in accordajiceuith the 9th Edition AiSG "Spegification For Structural Joints Using ASTM A325 or A Bolts". A325-N bolts are supplied without washers unless otherwise noted on the drawings. All bolted connections unless noted, are designed as bearing type connections with bolt threads not excluded from the shear plane_. c L� CLOSURE STRIPS ARE FURN15PED FOR APPLICATION: i INSIDE -'Under roof panels at eave OUTSIDE - Between.erndwall Panels and rake trim .Under continuous ridge vent skirts - 135 ERECTION NOTE: All bracing, strapping, s bridging shown, and provided by U.S.A. for this building is required and shall be Installed by the erector as a permanent part of the structure. If additional bracing is,requlreci for stability during erection, it shall be the erector's re5ponsiblllty to determine the amount or such bracing .and to procure and Install as needed. 1.9 ERECTION AND UNLOADING, NOT BY U.S.A,. 1.10 SHORTAGES Any claims. or shorta< ea by buyer must be mad-. to U.S.A. within five (5) working days after delivery, or such claims mill be considered to have been waived by the customer and disallowed. 1.11 CORRECTIONS OF ERRORS AND REPAIRS (I"IBMA ro.10) Claims for ,correction of alleged misfits will be disallowed unless U.S.A. shall have received prior notice thereof and allowed reasonable Inspection OF such misfits. The correction of minor m15fit5 by the use of drift pins to draw the components into line, moderate amounts. of reaming, chipping and cutting, and the replacement of minor ahortages of material are a normal part of erection and are not subject to claim. No part of the Building may be returned for alleged misfits without the prior approval of U.S.A. 1.12 ERECTOR NOTE Erect steel with piece marks corresponding to location of piece marks on erection drawings. Erect and plumb baya progresaiveiy to insure overall width and*4eneth is maintained. d w a �l. I tQ � 8/2a/9a 14., 11/14/95 Al Al Trim ❑ 2&CsA USA PBR ❑ llbite ❑Aluminum Ztnc Cl, „ Fasteners: 0.+14.x %'" STS Member 3 Stitch ❑ ZroCsA USA R � ❑wide Ma�t(c ❑ UL90 ❑ 0I2 x I%" 5D8 Member. Only W/ STS ;Stitch ' S eciai Re uirements K� Gi ❑ 012 x I�"'SCAB Member with Laptek1Stit�h • ;", ROOF p Cl�"nit� � Aluminum Zinc ❑ 24GA USA "Guardian i" SSR ❑ >' Gl( p: Low ©�-1i h , � T�rmal aI kA CI24GA USA "Guardian tl" SSR ❑ UL90 r. ❑ Fixed Floating �j,ey-u � ., ?iorA USA ❑ "A" � "Ril Goiar,Cll '14 x %""STS Membcsr 4 9tJtch w41L E7 012 x lam" SDS Member On(y,tuf STS Stftcn ; - p � .�rr'f %C�;� , r'' `�,' Special Requirem..nt5 . ❑ °12 x I%" 5D8 Merpber with L.d teic StitcFr p ) ��f'L°,9�b e k»r'" y'}S ,. .. Standard,.I.U/utters d Downspout El Standard UJ/Ea�i� Trim ❑. Base Trim ❑ MFOIF Cl 0201 rner Jamb" s f-lead � i v A. i4 0 L f t ' I I i r � 7A 4 )6 L Yo rC) 10 -77- O 5 4 TAI Ay. ,) x Q L// 'e (5 vJ All (5,v 4-V tFt e. ij zm- i 155E REY, DE CRIF I' . DATE T �y 47, 4 i, j - 3 J TYP. A, Y OVER V-0 TO 25'-0 EQUAL EOUAL OVER 25'-0 EaUAL 5'-0 EQUAL TO 30'-0 INTER10FR 5AY INTERIOR E3AY Fur l in Brace AnClIe Erection Seguerce (1) Attach Save Purlin Brace Connection An Ies To Each Ea ve Strut 5eFore Erectinci Struts. (See Erection Drawin "RooF Frarnine Plan " for Sacin (3) lnstal.l Furlin Brace ,finc� le Glosest To Eh6Frarn� And Between Thy Peal, FuAn And The First Fur l in Downhill. (ReF. "Brace "I") Do Not Bend Tabs Over! Insta 11 Next Purlin Brace Ane le 5' O Into 5uilolirie, And Between xr4 The Feak Purlin And The First Purlin Downhill. (ReF" "Brace 112") Nc' w Brace I I`'`la q Be Secured �� fiend ine The Tabs Over, y (See Section Note,! encl ih`ci Tabs On Brace 111.5eFore InStaIIinch Brace2 Oul {-4amio ' Installation OF Br'.ce 112" k �'InstaII EDrac� � - (r �c�Uir�cl> �lsin� �rh� aITl� Sequence As Braces 2" CF�2> Install Brace 5, #&, etc" In The Sarre Sequence All The Wa � To ' Thy Ea ve PU'r l in Space C (o) Install Ea ve Purlin ra,ce5 Into Fur l in S lotV ' And Bench Over, (Attachment OF' Furl -in Braces To Save Strut May Be Delayed Until S i clewa I I Sheet in I s Attached, IF [Des iresd Or Mac 'Be [Done At This Tirn.)&i htn And Ali�-ernbervn atrut And Attach Fur l in Brace n le W1(21 T Screws. C.. I I`® ull in 0n1VFRe4,Use..-.ct "c ,n D w i s 4 D5 F�c.hi I In��l i ��� �.�� Imo, �s f own j n Tl��� C T s � cl O � � OVER 25'-O 1 5'-0 5'-0 -5 0 5'-0 TO 30'-0 OVER 20'-0 5'-0 5'-0 5'=0. TO 25,'- 0 OVER 15'-O TO 20'-0 5'-0 5'-0 (FOR NIGH FLOAT OR Nir N FI><EC? ROOF QNLY1 A'-f 4 CJi f _ / ry 5ti tch cre�u5 At ln5l M� /a I Glaour� � n Cc rr cr R �5 u apt 2 � r n 51 ou er 5c $ ua dra f fi (At of atin 5 fi� � ( 2 r m an a � �% �� Pan i �r f f 5t i tch. cre At Tr'm �R1 LI � f � r � f / / . ,/ ,(2) ao F 5cr U15 2� n C� �r R ,�Rak� C�ROlick Per , CIaS � � � Trim ( ) have I Lo ad x " ' z g 5tit 5cr 5 At i�ld ut) U der ✓ a5ur 5� tch 5, f �U15 !! At 12" On C'ter. I . __- ----- ' _f i 12 On C ntcr / O O Eav Strut �` 0..'CIO ore 1 f LL I� (�� p uJa l Pan� f j - - Eav� �l��ght + f / l Pane / 1 � Wall Fa e /O HEAVE eON I T I N �/Tk4 EAR/ C IM ., fr / Tied[ Trim (Ti?) 15►I rciu5 t - Out5i c M� al Cl Sur re 5titc c �,. qII Ccnt r5 , 5tit n 5cr ws / i J .x a" Dbl Bead « ROOF 5cr 5 At on C nt r �. ape Sea lane �' () Per GlaSur� (rill � a" D b 1 Bea N01E1! use Spacer Bar Per Out5idl Metal Glowe' ape 5 a lant Cuardin NO El! Pail I `:x' i'%�2 1g'I �� Spa er Bar '�r o . ---''Pre-Got fiat 5caler Guar an,. , anc / Lack -Up Plate clip Ea re Trim (GE?) - f , Roo , 5cr . Q Per Ic . ave Strut :x� II ^�6 a Double Bead flap 16`ON I I N � Se' ler x 25' -0". Rolls, Ps' in / TCi DOWN IN � fifON OF TAP EALER -77 : err ape ea la t . .. . _ 11 7 II Gse r ... ? �'' ., I► ( ,. „ cer B llse ac�r. r I , 7 „ C / f �6 a x Dbl�a. O ®G� / f /� C ntr �6 , an +c 5u / C�u R� z _ , _ PP .nel anal r r a la.nt i /At51 5u or P , Rak 5u part p f n I cry 5 , Ou d� 5 , . ' r r At 51 t o ation5 5 uld r �cr U15 uIr L 2 aaF cry 5 At acn , F ae At�cl,f r of o at ►OnrS ( t 51 t L.ocat�o s) f RoO 5cre 5 At tr I A vc trot Purl n Anav 5 ut Rake firs (CAR.) , . Eac PurlGn And /. ,f .. ; Fur And Ea / / , . ; fa h Pur An Rak firs (CAR f T (,M, fRa An I� a� 5tr aka I� f r� 5 rut .: A� / 1� g aka �id� ac�r511d > k� I� f Rak 5lfdE✓ UJ I 5cr u� lea 5cr 5 At rim ( ROo II - t �. / / fir i ( O� , wall r�u�5 At - E wall 5 rews ,rl : %� f /, P r,f in / / II � Il .: II � / ,1 1 !2 n Cent�cr On Center 12 On C nt�r 5t� tech 5 r/�1U5 f Syr chr, crewu i tcr°t 5kraq f I n ent r (in II0 � 12 n nt r,, r/ Atly, 0 center't f0 C� � ,Pu . ' •' f � , f re f o� I / / II Jill 4 P , 11 % 14 D�6WWIl F�nel f' / f : /. - I �D�� �11� l l: Fan�l f - / / NIN40N{j'//II I N :.,. :,,- fN f.O _A E ,ON /''. ( / ..: <- J .! , R ki . f`. R !4KE, CONS D f TO E RM INA� I GON ,R�K� GO>�D f t f N �� i O MO ULOIL '101)4E-Z tUall nel (Field 'x21 III I'a Dee, l�laif Panel f Cut to Mach ROOF 510 e1 1.5. GIosur� Ta `� 5e l'er _ Rake Angle Tie -In Trim (6RO9) 1.5. 105ur (41 Z Wall 5cre�5 At 5tartr Panel (CURIO) Wal 5cre .At 12" Orin Center --: f I On Crater j NQTE!! n Use 5eaca Bare A•/ �. /'.° �✓ /t!/.'l.? U/�1' i� U.�Y r" "',i. G i y!.►ic�.rr y I ; 1 — XT IS' °� % C7 '�w ! w- ,NYC,{rr ,IU� % �!'0/,� TO' % ,�" t GENERAL MOTE5: • s ! "'a "`- _ -r- #yet--__ or Bolt Details shown on this drawing locate the Anchor Boltsj OThe Anch`r, - �� �`��� •�'� CJ„o �, , f_ �j 4' - --- In ,reference to; both the Building Steel Line and the outside of U.5.A.'s SUGGESTS panel recess or 1-1/2" ~ "x, _ United 5tructure5 or America is responsible for the design or the anchor ' bolt to permit the transrer or rorces'between th-s base plate and the r anchor bolt tn.shear, bearing, and tension, but fa not responsible for the trag61'er''ot anchor bolt farces to the concrete or the adequacy or the anchor,bolt in relation to the concrete. - r� Unless Otherwise_ provided in the Order Documents, United 5tructures of America does not design and Is not responsible,for the design, material, 114 and constructlon.'or the Foundation or Founclation.embedments. The End Use Customer should assure h(mself that adequate -provisions are made T JI In the Foundation design for loads Imposed by column reactions of. the building, other -imposed loads, and bearing capacity or the soil and other conditions "oF the butidfng.s(te. it is recommended that the anchorage and round.ation or the building t, be designed by,a RegisteredProFesstonal Engineer experienced in the cl- " n or such structures: (Section AI0 MBMA 19a/o Low Rise Building Systems Manual) NOTE: SPEAR ANGLES ANWOR ANCHOR OBottom of ail Base ,Plates"are.at the same elevation. (t,lNLEe5 NOTED) TIES ARE NOT FURN15NED.5Y USA. --, LINE LINE LOADING 4 LOADING S ANCHOR BOLT DETAIL, PcMR SYMBOL DIA, QTY.. L C 7 - " A301 M,B. x 0,_,v�i L A4 1/2 wi NUT l Va° T A5 3 1I Z WA R lU E --= Ao 3l�t" 1D L +LL- - D L +UJL 1- _ ___ _�__ _ _ ._.. _, __ .l, N+ N+ N+ N+ ,� a A� / I' all 31' 3" A a \' z�'2ui 3u 3n. v +,�`. +' \/{ fit+ p 2 -4 .3411 l , ASTi - A3o UT Al2> I I/4" �� 4LL ;� NCk'CR E3C)LT5 "f P.BY OTW -r Al2 1 1/2" a.. 411 s. , v ` t `/ 7 1,5 _•^---^.-.--���.-..•-...--ram... ry• ki 1 ' 1 9,2 ' {- �1to r Ci r� ,. kv • T / •��-� +E+..., � � � � .. Lam++ �` '^"^Os,6+•' (� ,............_.-.._ ...._.._.._-«.._.._� - / � � "�. - • titi r,r� r r � ' • ,, N o,i Via: y _ Awl -, T ALI:AHQVEt�, { AA C , : OVER 0 aUf� NG r � F T p CX t p W NEA fi L OOR S TI�NC , SEE5 EEL FOQR JOISTS :. <. STRUCTURAL 4N` LT GAUGE METAL ST ,. „ FRAM , INC r II a.-; �w =a J W W W J -- — U, Ls- W _ t t - ' 9 ELECTMICAL L E (GE h I D rGd , a mcf9ICAL FiETER Q) `aAfER HIGH EAVE '' - 27_qLOP O� MASONRY ! t4�i o �N PvrLtGttr , i „� D�UFiNECt ELECTRICAL PANEL DISCONNECT A- OUTLET _._.__._-_- DISCONNECT & OUTLE.T DISCONNECT � OUFLEF - - -- - OISC%INECT p OUTLE-r .— __:.___ �.. TfP. FOR ALL HVA,C ' 47 if �. I JYP. FOR AI.L. M1AC TYP. FOR ALL FIVAC '! T 3 TYP. FOR ALL HVAC � T 1 GE l PUSH FlJ1T1Ui! _. : ; a_ PADU E FAT! (O?f PJAL SflJi3 01,V) r . ,i _�_ _ _ _-- IT ROOF -__ _ o- UNITS ON ROOF ,— _ - 5 rcxN �� �........,��`_ -.—..__------------ IJl�lliS ON ROOF � tC�d 3#1 L..� UPJIf.� ON ROOF- UNITS ON FOO ..,� � 5 rev 3� � �.,,.,.J 5 i'� � � `� S`WCH __ _ ,. _: ,.� _ _ _._ _ ED) 3 me NAY Svrco C.1 CJ�I W C5 _ .1T � t tt P NG� F 1tt E s(k#1 rok -- -- -- _— -- l {�y y a �"i...1�'�i���°°5 ��W<'a.Y'sl��-'J 5 dE.:., i � ` 'z a ( F.../ _._.__ •__-._____.-- ; sN��J ,� A JG LIC IX DETEC • — s • +Wrwa a r,....... � `t�.u4✓� 1 E1 �� �54 � li} �Y � � P £ F�? ad d '��e�+ CEiLM t NUN(Cti LiGtl f F"lA fuh ENSURE 36' CLEARANCE ENSURE 3F'• CLEARANCE ENSURE 36' CLEARANCE ENSURE 3Ei' CLEARANCE � a IIOV [AAEX (AJTLEf ON ALL SIDES OF BOTH ON ALL SIDES OF BOTH Orel ALL SIDES OF BOTH ON ALL :SIDES OF BOTH f e SUj11� fj,� C���;iAN. UNIFS FOR MAINTENANCE UNITS FOR MAIN'rENANCE UNITS FOR MAINTENANCE UNITS FOR MAINFENANCE OrJ'dtILIGNI Hhtl��J i�/p WATEf�PRUOf OUfLE1 ACCESS - __ __._—_- _ _— --- ACCESS ____�___�____._..__.�--_----- ACCESS ACCESS --.__—T____.._..._._.__��___� , _• {4 ADJUStAWc: POWKIGHr FIXfUP.E 220V «trLET VAV(YW.PPOOF VOWNLIGRf FIVLVJ �` J 0'� TO THE I/2 ,r�rrGti�P ouTLET REQUIRE-AAEN S Or SEC110IN 1606 BRACKET LIGHT FIX-I'WE FLGvP O . r 1LEr lU OF THE, 1199 TANDARD r at fHEA(RE LIG(il STREP `5KCIAL PURPOSE OUTLET CA FINAL K __,..__ _ , c; r_y± v C E GFAD I 42 A.P.P. (RACE LIGFIT{f!G �>J `�- ,� 1ELEPtirJt� GULLET 6', 2--bL0 FLtiOf—.5CENf 3TVP FIXIWe r. TE1.EVloPJ -- C, tHERtJS1At FLU(JfLE`SCEiTfLFIXTht ?E}- IIOV IWTION f1OX vf- LOW EAVE - 24'.0" TOP OF MASONRY GuMp' —_ ____ � � EXHAu�t FAN d -- - SIGN OR CLFAr --- ENE{ ENG l OG7trlrrG f , INDICATMJC CAfWALIt _____.._� ������•-���� .�C Jr,CE LIEF r ACCESS ° EXt!AUST FAfI 't!/ UGt(r Fi'tTl<PE .. - � L�_-� L 4—L tt � BALL -PAL! OWVE �E(A;VJTY LIGHT. tz IALkV5CAPE LI HTAJC "r S TyT f rJTION-SEPI4R oPl- S`�ITCt! e 5WJRI1Y PM-L EAT LIGHTS . IVAGATIUN CaIWOL .PAI-L .. ... . _-� '��r �� to - C5i ....,..�.. ........ �.«..: � � W _ _ - -- - _ _ - - - - - - , - { W WcsJ u, LL W SFAI(t - ___ __ r_ ___._. ___ �. __--� --.— _- —_ —_ ; .� r Lj RI `� • ! • ----"i r • i"..."o"_-•--.,.-i f f- .1 �•-••.-•...----_.1 {� �" ; .— (»-�-..'i 4�----"'-I L•-t «-- -- i _ht FLOOR _ DISCONNECT & COMPRESSOR JIdPRESSOR #5 � �(�� �,(�'`��'��� (�' �j �� (���,��}��Q (� '�� 4 C � I�- {��)t -j� �j `C, � ! ! .... .. .lam. ��.. ... .. i ' ! OUrLEr FOR tl..Lii.0 D. U'� IC Utz:, `5TAR V 1f EL',.,L �2, E ��1��'. d �,.YMS I i i I I i i i I i COMPRESSOR #S a.an.r .�..:., ac..:w a xaar a�..o . :,'+ �nxsu ..� �-,�/. t%w�� U �`"�✓'11�� �� f��4 ` _ t� r, Fdl V"FRST FL PLAN NOTE MCA ' POP EAfMOR NYAL4. -PAK U(M (iNG SEE SHEET E.3 B v ORLANDO SOUTH OFFICE 2816 PICK AIR STREET ORLANDO, FL 32303-06827 CL 407 325 7992 FX 407 $07 0461 moo "e GE140ML CONTRACTORS 2290 `NE91' AIRPORTBOULEVARD SAJ1 FORD,11 32771 PI-1 407 3231150 VX 497 323 9304 w'3 — c� C-D MT -INFORMATION r KIE: f i�i,AM BY.. % u u UWr PILOT DAFE: 5 NARCH-1 2000 RE_V1510f 5 11ARCH 2000 BLDG. #6 aL......aC . PLAN fiCE W— UC ITD MIG FWD MAC UNITS & ELEVATOR LOADS HVAC UNITS * HVAC UNI-f # I (ROOFTOP) 5 .TON 30 RTU #1 (2nd FLOOR) 15KW '10 60 AMP AHU //1 (1st FLOOR) 10 KW 30 40 AMP * HVAC UNIT #2 (ROOFTOP) 5 TON 30 30 RTU #2 (2nd FLOOR) 15KW 30 60, AMP AHU #2 (1st FLOOR) 10 KW 30 40 ANIP * HVAC UNIf' #3 (ROOFTOP) 5 TON 30 RTU #3 (2nd FLOOR) 15KW 30 60 AMP Af IU #3 (1 st FLOOR) 10 KW .30 40 AMP * HVAC UNIT #4 (ROOFTOP) 5 TON 30 RTU #4 (2nd FLOOR) 15KW .30 60 AMP AHU #4 (I st FLOOR) 10 KW 31A 40 AMP * HVAC UNIT #5 (GROUND) 5 TON 30 RTU #5 ( FLOOR) AHU #5 (131: FLOOR) ELEVAFOR 0 HVAC UNIT #4 (ROOFrop) 5 TON 30 30 RTU #4 (2nd FLOOR) 15KW 30 60 AMP AHU #4 ( I st FLOOR) 10 KW 30 40 AMP ELECTRICAL LOAD (CALCULAMNS 0 GENERAL LIGHTING 26730 (132) 8' STRIPS C9 1.35 AMP EACH X 125% V HEAT LARGER THAN A/C (4) 15 KW 60000 (5) 10 KW 50000 0 ELEVATOR 80 AMP 3 PH X 125% 36026 0 SITE LIGHTING (31) 150 WAIT WALL PACKS 0 '1257. 6000 (1) POLE' LIGHT 400 0 OFFICE GENERAL LIGITIING -Qc DUPLEX RECEPTACLE- 1000 SO FT X 4.5 WArrs- PER FOor 4500 18-3656 183656/1.732 X 208 = 510 AMPS ELECTR I(CAL RISER DWGRAM 600 AMP 3 PH -120/208- V METER CAN 10" X 10" X 10' R/ F GUTTER 400 AMP MAIN #1 400 Ail? MAIN #2 120/208V 3 PH 120/208V 3 PH LIGHTING PANEL NO A/c & HEAT PANEL FPL TX 42 CIRCUIT 42 CIRCUIT (2) S, PVC W/ (4) 500 TO BLDG 60 AMP 100 AMP ALUM. srEEL BLDG I SUB -PANEL )4° 36' 5-10' 36' 'T' DISCONNEc r & OUTLET 'FYP. FOR ALL HVAC UNffS ON ROOF 24!" WIDE CATWALK Ji All? A,� fi V1 r J tJ % N11 Y,46 k/ ENSURE 36' CLEARANCE ON ALL SIDES OF L30FH UNITS FOR MAINTENANCE COLUMN LINES ACCESS 200 AMP -4 SUB -PANEL RTU I 1 60 AMP 60 AMP BLD"Ci #6 - Ro" 0TOP 3/0 COPPER BLDG 2A 2 GROUND / 8' ROD AHU 1-4 An AMP 1 CU 1-4 30A R-1 MAVI fl — 1-11r(00 AMP MAVI Q0/20(13V 3 PV111 I RIIJ // 1 60 AMP C/13 2 AHU # 1 40 AMP C/13 7 R-ru RTU # # 1 1 60 AMP C/R 6 8 AHU AHU # # I 2 40 AMP C/B 0 11 R I-IJ R T U 2 2 10 12 AHU AHU # // 2 2 1 --RTU 15 17 R-ru F2-ru # // # 3 `, 3 60 AtvIP C/8 14 16 18 AVIU AHU AHU # If' # 3 3 3 11-0 AMP C/E3 RTU " ff 11 60 AMP C/E3 20 AHU IT' 440 AMP C/13 _-19 2-1 v RTU if 4 22 AHU # 4 23 rau 24 AFIIJ # 4 215 CU # 1 40 AMP C/R 26 CU //- 3 40 AMP C/B 21 29 cu cu # # 1 -1 28 150 CU CU # # 3 3 31 33 CU CU # # 2 2 40 AMP C/B 3 ? 34 CU_// CU # 4 4 40 AMID C/O 35 CU # 2 36 c u 4 3/ 38 39 40 41 42 pLmg�c,a.j-,2, ryr �J,ro,flr!T:'n _(jUjr CTION 1606 0511, THail ,j 7 S If J Veil W1 � R D _811JILD, WIG COD� ilIND 'ARE 1:.Ly ADF.QUATIE FOR 100 NIPH WINDS. MAN #2 -- 400 AMP MMN V0/208V 3 PH 200 AMP SUB -PANEL 3 7 BUILDING #1 (30 AMP 9 13 OFFICE PANEL 15 150 AMP 17 '19 21 23 25 27 311 VAN, 35 37 39 41 2 100 AMP SUB --PANEL 4 6 8 BUILDING #2A 60 AMP C/B 10 12 '14 16 '18 20 22 24 - 26 - 28 - 3 `0 32 34 38 Ist FLOOR Aid FLOOR 10/5 40 42 -J7 N j All R1 .771C / 5 rN 30 I ffTKIJ 9 NfUll u IM ORLANDO SOUT11 OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PFI 407 897 5461 CL 407 325 7992 FX 407 897 5,161 M, cokffffluaf loll CO. 2290 WESI'AIRPORT BOULEVA11D SANWIK Il 32771 PH 407 323 1150 Itl 401323 9304 SKIT INFORMAIICI 5 NAPCF1 2000 D N BY: PRO f No. LASE T DAM 5 HAPCH 2000 REVISION5 S MARJ] 1 20,00 �LDG.6 OFFK11 ELECTRIC MER DIGRAIMS PANELS &LOAD CALCS, J 0 VIM 1 # 1 60 AMP C/B 2, AHU # 1 40 AMP C/B 1 200 AMP SUES --PANEL. '�' 100 AMP 'SUB PAN E'L R-ru # 1 4 AHU # 1 3. 4 5 RTU # 1 6 AHU # 1 5 7 -RTU # 1 60 AMP C/8 8- AHU ,# 2 40 AMP C/13 7 BUILDING #1'- 60 'AMP 8: BUILDING #2A 60 AMP C/B 9 RTU ,# 2 10 AHU 2 9 11 RTU 2 12 AHU 2 13 Rru 3 60 AMP C/B 14 AHU" 3,40 AMP C/B 13 OFFICE PANEL 15 RTU 3 16 AHU 3 15 150 AMP :16 17 RTU, # 3 18 AHW, # 3 17 19 RTU ,# 4 60 AMP C/B 20 AHU 4 40' AMP C/B :19' 21 RTU # 4 22 AHU # 4 21, 22 23 RTU # 4 24 AHU # 4 25 cu # 1 40 AMP C/B 26 CU # 3 40 AMP C/B, 25 26 27 CU # 1 2 8 CU # 3 27 29 cu # i I 30 CU # 3, 2 3ff: I still I E 1 ,A L4 1 ff 9 mo TIM A ORLANDO sounI OFFICE 2816 PICKFAIR STREET ORLANDU, FL 32803-6827 PH 407 897 54,61 CL 407 325 7992 FX 407 897 046'1 • Z�Y•�1R4M 9D��V11 i.P �J .. GENERAL CONS'.. MOMS 2290 WES"I' AIRPORT BOULEVARD SANFORD, FI, 32771 PH 407 J231150 R 407 323 9304 r-- Ul- OQ . WE DRAM BY. CRR PROJCr W. BUIDUNG461 OFFICE M ��ED CL PLAN v PLANS IT -Y SA OW RNA L 'NSPECTION RkQyigffi r Via' -, T "MV W6 0 0 7 V/ -7 v L I'! t.0 _j -3 u Lu :c -A LL F`5 N 9 Op E�.EcrWCAL LEGEk D -fPXAL 11HE-k (D5 HIGH We - 27'--q' TOP OF NASONU 0 HALOCEN WWI[ ELECTRICAL Pk,,EL 2., DISCONNECT ec OUTLET DISCONNECT erc OUTLET DISCONNECT a OUTLET DISCONNECT OUTLET rYP. FOR ALL HVAC PADDLE FAN (OPT DIAL 5 f 1,10i Ord UNIT 01 --- -r(p. FOR ALL HVAC lb 4T #21 rYP. FOR ALL. 1111AC FYP. FOR ALL FIVAG UNIT #3 LPIT t4 \,EV UNITS ON ROOF UNITS ON ROOF' UNITS ON ROOF, 5 T%l 30 UNITS ON ROOF 5 TON 30 5 'roN 3o 5 TON' 30, ----- ---�t�rrcN 1 --- WREE WAY SWITCH -(Q) WAS miern 2 ,Rhl To 'r�jr= POW clpblfk� GA;?.UAGE DISPOSAL S a AI �p SECTION lol�fl 2 p 0 PkiGING LIGHT .FIX PURE of: In D E A N D A R, E I-MtfE() LICHr FIXI'lWe ENSURE 36" QLEARANCE_ ENSURE 36' CLEARANCE ENSURE 36' CLEARANCE ENSURE 36' CLEARANCEIIOV "W CARLH ON ALL SIDE' OF BOTH ON ALl- SIDES OF BOTH ON ALL SIDES OF BOTH ON ALL SIDES OF BOTH STRUCTur'ukLLY Ab-Q, u;Avrr-. F6R T1 VV I ND JS FOR 1%WNFENANCE ri UNITS FOR MAINTENANCE UNITS FOR MAINTENANCE UNI UNITS FOR mNrENANCE 17-1 f4q P WP WAWWOF 09ILH § ACCESS ACCESS ACCESS ACCESS APWTAOLE VOWWalf FlAWRE 220V WILET 0 vApmkoa, vowivatr FIXTWEI 1/2 awlfalw oufLE'r I39ACYeT HQIT Finuke FLOOR OWLEf WEAVE Lial If' arWip SPECIAL PURPOSE 01JUf CATWALK 17 r/ 17 WACY 1.16�4W GFI 0, 42' A.F.F. TELEVIM WILH 6, 2 OL0 relWP�Xetlf 3IRP PKILME 0 fI-fR(-I03fAT 'ZX4' DOXEQ LAY--H, 4--%T.D PLWVE%'ENr Plll(WkE rji Ilov lulu wx BJ EVfV,(&-NGY LIGHTING JAT. SIGN OR CLEAT LOW LAVE 2,lr'-()" TOP OF MASONRY GuFfER . EXHAIBT FAN INDICATINC CAfWALK ACCESS EXHAUST FAN W1 LIGHT FIAlbVk WALL -PAY, OU(SVE :X-CLXdT'( Lk�W -,oA LA OCAPE 1.1641 NG &vn SECUWIY PAffi. Cal Em Lvifs kWCATION CWWOL PAPit ELEVAIQR 0 80 AMP SPECIAL OUTLET - ELECTRK DISCONN IN F ollV - ' 1�1 1 I - , I 73PECiALTY OIJTLEI AB EA L r��l I m r =0 FRON-r ELECTRIC DOOR j i ful fff� a A d NJ' mUfff.c1tvAl vis"K, ORLANDO SOUTH OFFICE 2816 PICKFAIR STREEET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 GENERAL CONTRACTORS 2290 WESTAIRPORT BOULEVARD SANFOITI, Fl, 32771 PH 407 323 1150, FX 407 323 9304 SWT NORMATK)N DME DRAWN BY: J-P SRR M21 uvr PLOT DAM 5 NAPCH 2000 REMORS 5 HARCH 2000 BLDG. #6 ELECT,, PLAN afa Rffucfw CEulllG PuV-I HVAC UIINATS ELEVATOR LOADS ELECTRICAL LOAD CALCULATIOF,\IS HVAC UNLrS 0 HVAC UNIT # 1 (ROOFTOP) 5 TUN 30 0 GENERAL LIGHTING 26730 RrU #I (2nd FLOUR) 15KW 30 60 AMP (1,32) 8, STRIPS 0 1.35 AMP EACH X 125% AHU #1 (1st FLOUR) 10 KW 30 40 AMP 0 HEAT LARGER THAN A/C 0 FiVAC UNIT #2 (ROOFTOP) 5 TON 30 30 (4) 15 KY'/ 60000 RTU #2 (2nd FLOOR) 15K'N 30 60 AMP (5) 10 KW 50000 AHU #2 (1st FLUOR) 10 KW 30 40 AMP HVAC UNrr #3 (ROOFTOP) 5 r01J 3� 0 ELEVATOR 80 AMP .3 PH X 125% 36026 RTU #3 (2nd FLOOR) 15KW 30 6¢ AMP AHU #•3 (1st FLOUR) 10 K`iV 30 40 AMP SITE LIGHTING (31) 150 WAIT WALL PACKS r0 125% 6000 • HVAC UNIT #4 (ROOFTOP) 5 TON 31S (1) POLE L_WAIT 400 RTU #4 (2nd FLOUR) 15KW 30 60 AMP AHU #4 (I st FLOUR) 10 KW 30 `10 AMP 0 OFFICE FIVAC UNIT #5 (GROUND) 5 TUN 30 GENERAL LIGHTING & DUPLEX RECEPTAICLE RTU #5 ( FLOUR) - - - 1000 SO FT X 4.5 vimrS PER FOOT 4500 AHt} #5 (13t FLUOR) 183656 ELEVATOR 183656/1.732 X 208 = 510 AMP, HVAC UNIT #4 (ROOFTOP) 5 TON •30 30 RfU #4 (2nd FLUOR) 15KW 30 60 AMP AHU #4 (1st FLOOR) 10 KW 30 40 AMP -M 400 AMP tNAMN U0/ 08. V 3 PH MAN 4-2 400 AMA' MAN -�° 0/208V 3 PH 2 100 AMP SUB -PANEL 1 200 AMP SUB --PANEL. 1 RTi.) 1 60 AMA' C/B 2 AHU 1. 40 AMP C/B 3 RTU 1 tr AHU 1 3 5 R-ru # 1 6 AHU # 1 5 - 6 = 7 RTU # 1 60 AMP C/F3 8 AFIU # 2 40 AMP C/B 7 BUILDING # I 60 AMP 8 BUILDING #2A 60 AMP C/B 9 R FU # 2 10 AHU # 2 9 - '10 - Y 11 RTU # 2 12 AHU # 2 11 - 12 - 13 RTU # 3 60 AMP C/B 14 AHU # 3 40 AMP C/B '13 OFFICE PANEL 14 - 15 RTU # 3 16 AHU # 3 -15 "150 AMP' '16 - 17 RTU ;< 3 18 AHU # 3 17 - 18 - 19 RTU It 60 AMP C/0 20 AHU fr i1 40 AMP C/B 19 - 20 - 21 RlU 4 22 AHU # 4 21 - 22 - 23 rt ru # it 24 AHU # 4 23 - 24 - 25 CU # 1 40 AMP C/B 26 CU # 3 40 AMP C/B 25 - 26 27 CU # 1 28 CU # 3 27 - 28 -- 9 C!J 30 CU 3 29 - 30 2nd FLOOD .311 CU # 2 40 AMP C:/13 32 CU # 4 40 AMP C/13 31 -- 32 - 33 CU # 2 34 CU # 4 33 34 - 35Y�-CU 2 36 4.__._____.______._ _ 35 _ 36 37 - -`CU - 38 - .37 - 38 - 39 40 39 40 41 _._ 42 -- 41 - 42 - r �II ._l «)b I.Y �hi A\ 11 Dll( <<u�_J KfTfla, ' . AI ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-682 7 PH 407 897 5461 CL 407 325 7992 FX 407 397 51161 m 0, No comb 1014 CO. 2290 WGSF AIRPORT BOULEVARD SANFORD, FL 32"171 PH 407 323 1150 FX 407 323 9304 # SFfff NOWA'1` N FR0 r N Q ---- 9021 i AST iKA T DATA: 5 HAPCH 2O00 REVISION i 1 LDG'. 6, OFFICE ELECTYK .dSER UGRAM �� PANEL : & LOAD CAL TYPICAL 2,0X8 DtX," ' �f I_= fJ Ouf%& PUC i DIMENSIONS METAL PRA11E WPAPPEP WITH DPYWAI-L ANP 3/4" PLYWOOD TOP, NOTE: RETURN DUCT CONTINUES TO BOTTOM OF AiR HANPL.ER FPEON LINES Mel) 'TO 11ANUFACTUREP'S PEOUIPEMENT5 WITH 1/2" AP-11-0--FLEX. CONDEN5ATE LINES f0 6E 3/4' FRO['l ht FLOOD UNIT5, I" FROM 2nd FLOW, UNITS; ALL. TO rEPI1111ATE IN (XA5-'3Y AREAS. DUCT HANCH DETAILS 0 Ri to ~--PUPLIN CLIP HANGING: WIPE IX2X1, 22 GA. , 11 _'li DISCONNECT °c OUTL.ET FYP FOR' ALL FIVAC <t UNITS . ON ROOF 2!V' WIDE CATWALK -----, �I cry I 77 X 7{ r E 'c�x_t t t��f Wir ' 1 � �I ENSURE M CLEARANCE ON ALL SIDES OF' BOTH MIS FOR 11AAINTEWICE ACCES ; BL G 16 ROOFTOP H SAC ELECTMC 5 rON 30Coe SCALE: 1/811 n rl FL-1 V A L E (ji" �[-` N D D U CT L EK I N I1ARK. �Gf?ILLr DIX;T 51"LE — — UUC14lM, SIZE t t1W. INFG�'.f1AT1UN . FLEXIDLE DUG PING RICIP PUG TING S'EE INPIVII?UAL DUCT & G,F'I[_GFa ON 'SNEE C f 1.1 AND 11.2 FOP SPECIFIC: ['UC f ANC? EXHAUST FAN DUCTING;- G;f tll SIZING 24'X24' OIFFQ3'i k. GRILLE RETURN CPILLE EXHAUST FAN (� ( FREON LINE PENE-fRATION M(����Ut��I� �U� AL_, NOTES & LINE LO ATION5 DUE.# �o-nics), ALL GUCFwogy, (0 COOLY WFN FLA. MECHANICAL EC1UiPr1ENT ,�H1ALL BE INSTALLED WITH P�:OPER CLEARANCE3 FOR TFaE SERVICINC OF SAV E0UIPt1ENT, —_ INSTALLATION ',WALL COMPLY WITH THE HANUFAC'TURER"S ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED SPECIFICATION ANP INSTALLATION REOUIl'EMENTS USING U.L APPP.OVEP #161-TYPE TAPE UNITS TO Be INSTALLED WITH PIPE STAT5 IN COMMON FLEXIBLE ROUND PUGT5 -- SHALL BE FLEXIBLE, WIRE - PE fUPN FOP FAN CONTROL SHUTDOWN. PIPE 5 fA-M VFNFOPGED PUG[ WITH 2" THICK EXTERNAL INSULA rioN f0 BE INSTALLED IN SERIES WITH VAPOP DAPPIER AND FOIL--FACWC; FLEX M 5'r DE MIZE fCHED TO REMOVE ACCORPIAN EPPECT ALL UNI-f5 TO HAVE SMOKE DETECTOR fie -INS, TO Be EXHAUST AIR. DUCT TO BE %', FLEX10LE ALUNINUM. - INSTAl L ED BY ALARI`I CON fPAC1 OP. SEPARATE CRCUI f ALL LM&P PUCF3 SHALL BE GALVANIZED SHEET METAL OY SANE OPAIN LINE UNDER .SLAB -f0 BE INS ALLED BY PLIJt1BER• FRESH AIR PUCE - TO BE GALVANIZED SHEET METAL ORIGINATION & TERMINATION POINTS TO BE INDICATED ON PIGGYBACK RETURN PUCE OVER SUPPLY FOUNDATION SHEET / A6.3 ALL DUCTWORK ii1 CONui rIONED AREA TO BE I' / R4 HOLE TO DE PRE --CUT IN DOTFI 3ECONP FLOOR TO ALLOW ALL DUCTWORK IN CONDMONED OFFICE AREA TO BE R6 POIP, FPEON LINE PENETRA[ION FROM I'IE:CHANICAL ROOM MIN DUCT TRUNK LINES r0 BE ?O X 12 EXPOSED PPEON LINES SHOULD DE LOCATED AGAINST 10PE COPNEPS OF UNITS, WALLS OP SINILAR r0 NININI"ZE POS5IBILIFY OF PANAGE r HVAC Il FORMATDIN SYSTEN NO. DISCONNECT °c OUTL.ET FYP FOR' ALL FIVAC <t UNITS . ON ROOF 2!V' WIDE CATWALK -----, �I cry I 77 X 7{ r E 'c�x_t t t��f Wir ' 1 � �I ENSURE M CLEARANCE ON ALL SIDES OF' BOTH MIS FOR 11AAINTEWICE ACCES ; BL G 16 ROOFTOP H SAC ELECTMC 5 rON 30Coe SCALE: 1/811 n rl FL-1 V A L E (ji" �[-` N D D U CT L EK I N I1ARK. �Gf?ILLr DIX;T 51"LE — — UUC14lM, SIZE t t1W. INFG�'.f1AT1UN . FLEXIDLE DUG PING RICIP PUG TING S'EE INPIVII?UAL DUCT & G,F'I[_GFa ON 'SNEE C f 1.1 AND 11.2 FOP SPECIFIC: ['UC f ANC? EXHAUST FAN DUCTING;- G;f tll SIZING 24'X24' OIFFQ3'i k. GRILLE RETURN CPILLE EXHAUST FAN (� ( FREON LINE PENE-fRATION M(����Ut��I� �U� AL_, NOTES & LINE LO ATION5 DUE.# �o-nics), ALL GUCFwogy, (0 COOLY WFN FLA. MECHANICAL EC1UiPr1ENT ,�H1ALL BE INSTALLED WITH P�:OPER CLEARANCE3 FOR TFaE SERVICINC OF SAV E0UIPt1ENT, —_ INSTALLATION ',WALL COMPLY WITH THE HANUFAC'TURER"S ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED SPECIFICATION ANP INSTALLATION REOUIl'EMENTS USING U.L APPP.OVEP #161-TYPE TAPE UNITS TO Be INSTALLED WITH PIPE STAT5 IN COMMON FLEXIBLE ROUND PUGT5 -- SHALL BE FLEXIBLE, WIRE - PE fUPN FOP FAN CONTROL SHUTDOWN. PIPE 5 fA-M VFNFOPGED PUG[ WITH 2" THICK EXTERNAL INSULA rioN f0 BE INSTALLED IN SERIES WITH VAPOP DAPPIER AND FOIL--FACWC; FLEX M 5'r DE MIZE fCHED TO REMOVE ACCORPIAN EPPECT ALL UNI-f5 TO HAVE SMOKE DETECTOR fie -INS, TO Be EXHAUST AIR. DUCT TO BE %', FLEX10LE ALUNINUM. - INSTAl L ED BY ALARI`I CON fPAC1 OP. SEPARATE CRCUI f ALL LM&P PUCF3 SHALL BE GALVANIZED SHEET METAL OY SANE OPAIN LINE UNDER .SLAB -f0 BE INS ALLED BY PLIJt1BER• FRESH AIR PUCE - TO BE GALVANIZED SHEET METAL ORIGINATION & TERMINATION POINTS TO BE INDICATED ON PIGGYBACK RETURN PUCE OVER SUPPLY FOUNDATION SHEET / A6.3 ALL DUCTWORK ii1 CONui rIONED AREA TO BE I' / R4 HOLE TO DE PRE --CUT IN DOTFI 3ECONP FLOOR TO ALLOW ALL DUCTWORK IN CONDMONED OFFICE AREA TO BE R6 POIP, FPEON LINE PENETRA[ION FROM I'IE:CHANICAL ROOM MIN DUCT TRUNK LINES r0 BE ?O X 12 EXPOSED PPEON LINES SHOULD DE LOCATED AGAINST 10PE COPNEPS OF UNITS, WALLS OP SINILAR r0 NININI"ZE POS5IBILIFY OF PANAGE r HVAC Il FORMATDIN SYSTEN NO. fONNACE ._-`_� FRESH AIR INTAKE 13t FLOOR CLG UNITS 2nd PLOOR CLG UNITS - S'f:7fEr1 #I — -TONS — � --- 412 CFf'ls--�--- 3r3F,� C1=t'Is / b" d. PIPE~ -- SYSTEI`I #2 5 TONS 412 CPNs 368 CPMs / a' d. PIPE SYSTEN #3 SYS FEN p 5 -EONS 5 TONS .412 GPMs 412 CPM5 385 GPM / 6' d. PIPE 366 CFN-3 / F)" d. PIPE S'fSf -11 #5 3 TONS - CPMs - CFf1s / - " d. PIPE cz� I,.__- —f CE �-MAC LAYOUT & REFLECTED C8(i LNG PLAN SCALE: Yo" = 1"-0' I DUCTWORK WES ADDEDTO OFHCE LAYOUT 4 3 . UK. T111 ORI-A {UU SOUTH OFFICE 2$1 b//��1...!" PICK^^r'�1��-IG R S REET 4JNDO, FL 32803-6827 PH 407 897 546,1 CL 407 325 7992 FX 407 897 646 *1 2290 FAI AIR('ORT BOULEYARD SANF'ORD, FL 32771 PH 407 3231150 ; X 407 323 9304 1 - 2'_.� I SKEET NRMMION DATE 19.1 � 111)A ' i� Jls1 DRAM BY- cm MIN HVAC NOTES & DETAILS OFFICE METECTED. CLG PLAN, V ~ a CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-1022 (407) 330-5677 FAX Plans Review Sheet Date: 6/30/00 Business Address: 3750 W. I" St. Oce. Ch. 29 Business Name: Storage Plus Ph. (407) 323-1150 Contractor: Southeast Fire Sprinkler Ph. (407) 688-1949 Reviewed [ J Reviewed with comment [iX J Rejected [ J Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Must have a letter from the engineer of record that s inkler system meets design criteria for the building 1.1 Application — Sprinkler system for new 2 story storage facility. 27,450 sq.ft per floor for a total of 54,900 sq.ft. f I GIN �`�MANJ9L C>Cv A6,,5E7-El WT- OCCUf=ANCY NF-,F.A--231 MAX. Cc,/Ep-4GE isto 'sn FT PiPE-5-MNING Wyl:�R.AiLt'r, REr-110TE AREA 2000 6Q_Fr DENSITY JltL-- NSVE! N05E iz�c CSFM CU"T61DE 400 Q=,". HOSE T-,9E4C) NZ7 WF4D5 CENTER OF TILE NC CENTER OF Tr,,F WATr=R PLQ;� Tr=5r DATE or,- "BIB 5T,4TiC- �R.E313URFE 15, F151 ,- A tn55d1Qf- -65 161 TE R E,. QktL- NQ BY i BY bE S EITY CONNEGTICXV CUTTING PAVENIENT CUT-NWiCONCRE-F !-ATC+-INS P4,/Et-ENT PAT--�41W-z CONCRETE vAl-,vE E40U5E OR PIT UJIR!NG PAINTING AIR 6UPr-iy CITY 6T471C "M85URE --IRE PUMP C14USZN PRE56URE coo F>5 I 4I I'LU-3 50 "1 IFOVEOVERIF)O F" � 00 0 C) cl F.S. �33 4 poi 9C11,4T C+: 5ERYICE LE65 EL,E,/'r0 FLOOR SE$4 X 433- 4 r-61; il4-DR09!AT1C, TEST fmRE33uRE 200 ;=161 AT LCUE6T POINT OF 5Y5TEM T*4AT ia eEIW TE5Tr= roll C-sw DR-14 TO BLDG Z>R-te FILMr-;7Y NAIN OR 2,00 F-,5i ?'IINKIUM D;=74-41 L V ST04kZ RCX4 v 'tf;Zr-- rE'Po4R--'7-NT w1tri Cep Anib stv!n E 1"-4 E �R,4 L N 0 7 E Fl�E "-'A!N F;FNa T".1 5E FRZ, A-N'-- E L�, 1 1,= N Fm TO CN SITE FLAN LX,10 E I PC- R� a, F-- i i:;- I N G I BE DR-;4 C - �C 0 FV C r- 0R EXCEE^'�,",� '5C f' , (,-I-,4S5 33i,--Z !RON F"IFE 5-4ALL 5E ;iN57 AL-IEIC-, JNZ>E1R PO,,Al:�,47 IN F'!"ING -C 5E 5Y J15E OF r—THRUST ;RE672A,-A,!N'75 TO *P-H AT AL-� TUR'� t5 AND ENDS G-F- r-121N, PER 4,N,--) -7=5T!N�z UND'ERSROUNr-, FIFNCA TC' 15E PERFORMED 45 FER NFf=l&AP,-:% 4 E C� -1-4: L. Na (7,,4T1N,`*- VALVE:5 E�E Z; R,-, V TE -�'s 6A3uvv--!5*0 d1*60mirotio", l;r me,flt,aLlom l^.e any nr theVor"tto" cota~ -.mrowt may reps In ifak:,Ili.y under applicable, laws. won oi� 1 I � .� � �►{ AA. FE-7EfR 7AN<EL, F 235& 'C"Unterwolocis Winter Park r-Lorlda 327'92 cic)I� Phone (401) P.E. k A k A 0,04 p,0 A*_ 10 mom SOUTHEAST FIRE SPRINKLERS,INC. 2801 W. AIRPORT BLVD SANFORD FLORIDA , PHONE (407)688-1949 PROJECT 6Y,STEM NO---tl'TE PLAN &CALp Vz30'-O' :.F�A4.N BY &fv-zK'4ERAN PATE 0�11�'rqIOC f=RCJE C.T NC. - 20032 No. Lp--1 or-- 5 _ - I - __ - ___ _ __ I - I - I � - __ - ___, I__ - . ____ __ __ -----,--- _____ __ -------- ,- -------- ___.______________________ --�--.------------,--------------------- - ------ � �1_ � . - ,--,-------------,----------,--�----- IL- ____ ______ - - - _ ________ ___ ___ ---,--- . . I ______ ___ - - __ - ___ ___ - -, - - - . - � - - __j______... __ - - - - � , - . __ , , - - � _ , � i.,:, I I �. -, � - �. 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MANIFOLD - BATH VA 1, V_F r/C01111:Mr -1 Ma7l AL 1, U, F, 1, ", 4 L W, T11 CW� E IAL TRIM V -77 r -It W� �oul P c- Poo DR-18 oj�kr"Jl wt#"!wory slimed am to omflowl f"" otmm 11wWol xWflowil mml on"of" E I' UTTEI BALL CONTRO VALI/ , ECH A F�2 2 3 7-6 2-101: 4- 12 -6 LO Y t OPEN, TG A60VE f-I ca if 7 I E" z w 1/4 % 5--ill C14T INAPlE uf l -p. METAL MRA5S K e.10 I-4r-T a/4" I or, Ir m-,<:;� C-- C FmoDr:Ll rESCUT NCNE B =Ur -PP e,-PAs� m 5ko 1121, 112 C61-- __�A Nam-- TIry a d 161 Dr: 1!�,R,466 2 1,' o �;�bo 1/21, 1/7 cXXII R 0 '12 0 Llr2 1/2 Csc H D N,:,NE l'-fti3a cl OrCUPANCY -MAX. EiQ E-1 f- I PE, V Z INra REMOTE AREA ro,, 60 FT DEMSi7y r N61DE P015F OUTS5E 140�� GFIM H06E THREAC, HFADIA� CENTER OF TILE L\10 CENIFER OF Til-E 5TATIC f-RE66URE 75 Fal stlslr._�UAL El F-61 W,Z�,TEP� FLQUJNCg BY BY c;r =F5 GITY CONNIF-C-1-1014 Tf-_�ENCH ING tBoACKF ILL C.L.ITTI14S PAVEMENT (-,UTT_l_N,,- GONCFETE' PATCHING PAVEMENT lb :FATC.HINr_- C.0Nr_f;Z'ETF_ W_ VALVE HOIJ6E or, F�iT - PAINTIWG 140*1, 6UPPLY -Y-TEM 6 1 F_R�E!�_6U P,—.I= CITY 6TATIC PFF:6SURE FiRE PuTnf�- CHulf;N FIRESSURE O�� PS 1 1PLUIS !�o PSI IF OVER nrl PSI P61 Lt-:66 ELEV TO FLOOR fBEING 4 P-All TE6TED(S'2 X 435v 4 F51) HYDROSTATIC TE6T PRE66LIRE 200 fz_51 AT LOWEST POINT OF SY6TEM THAT 16 P5MN64 TE6TED OR 200 F61 MINIMUM Arq unautk�orffieId wi�e,;(I�clouourv, dlesImInatlon or eupltnatlor, of&N� of t�.a 11"forlunwOn dmatned. h--e;n m,,V rt"ult in Ifablitu t;ndosr appliczble lisow _j o/ 4� iu 7 �A, F-ETE R, TANKE L; PE, Onter Fark, FLorfda 3214�2_ Phome (401) 651_558t>n PE, f412.Sl j ANDIf t: CT 4 .0X_ VALM X/TAMPER SYMH JL_ L W, 15T STF, FT ej 900 TOTAL �Q FIT POR !ST 5,40 14, VATIMER READS �298 TOTAL SP ON 1ST -LO( )R TOTAL SPRINKLER IYEAD, ON �29D �FLOQR F L FR I Z—) 4 5 96 TOTAL SPRINKLER ITEADS, ON JOB A -5 51JILT 16 5Y6T=M No_�_ j -1 Fl:,`IR CONT14JA ION DRWN 5Y_�_�IF—ENNE—P-4N ATE CE,1261 0 zl,�';� 14, 74 Ew' C7- I f OJF_r_T NO_ 206B2 i �2 DRAWING NO. OF _ �..� .. -..6. _. .. .... ,., ..... ... .. ... - ..... ".x- , r., ::: .. :. y is , a ,, ,, ::. . :.. ... .. *.. •., ... ,. a ,.,. ';;; : ,. 17 , ... , .. , : ,. X1lsYfiiA�9rePflrlo , � - ' . : - .:, •' , ,.,. , � � .. :. .,, a ... ... . ._ : 4. " • , - : , , s • _ 3 , y r, , r n , c , , , , v , a 1 _ .. l rIN, TAI,�yA PION' IN � rC O1 DANCE i4'7TH N P. F A 131, , _.., ,`STANDARD FIDE CODE, LOCAL ARD .,TATL A� TIIORITIF.�. .., ALL ]tfATEI�IALi, T �': BE UL LF�' ED ♦ :' ,! , i - .. _ .: ,- '. • '. , . - 11 ): 3 -S'PR NKLER MAIN 1--1 '4 TO � TO BE AzTAf A-IS15 RR r � .._ _ . cY I r. , SCHEDULE 1 !ED ULE 1 Q BLACK , TEEL PIPE PIPE JOINED B Y 12.�. a1 iN GROO ITM METHOD USING GROO TM FITTINGS AND , - TH E R AD -(?-LET A,N'D GROOVE-0-LE1' T�rE OUTLETS. , ,., - AT f k-53 HREAD.�D � TFEL PIPE 1 TO 1-.��! SHALL: hE !t 3.,SCHEDULE 40 BLACK'/_TEFL PIPE, JOINED WITH 300 L131 ' C1'll�E IRON rTTING� DUCTILE r. 5-FLUSHING coNNECTIoKS TO BE PRc1WDEI3 AT RFMolL FNt7S OF A t,L CROSS AWNS. j REMOTE AREA TM, We �- NO OF, SPRMXRS IN DESIGN ARF,.A DRUM D��IGN �i�'N.,ITi ' � 20 IfERL. _ DESIGN AREA OF MCHARGE 2Goo S, r. HA.ZA0 NFPA 2FJi , SPP..IhW1..I? HEADS SPACING _ _ � � 1F U Sq E — . , - a T / �i'� �1 � ( t,iJ1 U1t11I'�/Y.�1ViH�� UlY t1'IKlIt Y'll 11�(r 1._� (,li,�V 111tt 1(; (.l..ti! 1L1>: C C AhD LkANCH LINFF� AP C7JT PIPE T-1 . I t ( ) j t + f ! 8- HANGER TO B SIZED �� ,Slr?CI"D 11�' ACCORDANCE T,'T l� r 13 SECTION 4-6. P, 2 1994 ADDITION N.F. P' A I , Y —_��_��� o_ rrn r~rr_rPc '� 1A mn P rr7>, r r Pi^ nr crrArtt,*Pt urvr- I a1?^1 CNT!'NX i1 1 Ts Uft'2 METAL MA56 TE1''iF 2A1, K a.10 i�P C RIF I i S2 i-RI. C5!' MOF-L' T1111- s� , � 11C'i lE — CONW 691cf. u�R s;KAss I I68 `-�13//44"' �,�m i " 1/2I; rM � lcsr A (� G, aE s1-va�cl (5 11 UP L=1PAa8 128,6, WOE S/4" 1/52 G5(-- A NCNr- iYresAd 2 Um IsRASS 128b S,o0 1/2 112 cll^>.' � A N 7!!� T1r<sed '� a IPENrl CHROME I&S, eA0 In 1r cam-' _114 RECESISIEc jT,-a C-i � r 0 ..9 900 TOTAL S FT ..FOR' 2ND FLOOR 9 2, f3 TOTAL SPRINKLF.,Fi HE ON 1T FLOOR- _ , ....93 TOTAL R HEADS'ON ?ND FLOOR" �PRINXL 3 t C . �6 a 7 TEE 0 JOP 5 TOTAL PRINK . AD.� N aER h. , } 5 , z �l : , , , z e. • < I i -, r t I N GF,17ERIA, Y1=� MAX Gc✓ a..�xC�Q FT fMt✓TCA'rrET ' t)1N4,7.,IT`(' R�r Itd51G 1 r$ 1 � _fj 1�G5 0 r1PM rGUTSft HOeM TNR.ItAD NET. 1-�1= AGS CENTER OF. TILE -UQ E'EN' = , C�F- 'Ti E WATE _F Oui 7 v T _ kl/1TLF� .. l..Call:!lt�ICs >s BY c T - 6 L I Y C,OI�I IT; 1©11 _ T��-NCHINCzdfaBil` ILL' CUTTING FaAvM IE! T CUUTTINe COMC- I PATCHING P,� ✓)w NT PATGHIN.,S CC• CRETE VA IF HOU& cis fiT I i UJ(PING- � - i A N 1Nr - AIR SUrPLy aY i�J1 ' � 1� CITY,, . ATIG'F''f�'.E.J3UF"F FIRE I -JMP GNUFN FGSURE 5 GQJI' a t L:1.)a JtT� PSI IF EOYEI? 1,.0� P�1 F".•! I,6 -E�ELEV TO FLrO!: -IBEMi "` 4 1'16I _ IE$TF_,✓(a'2 X ,433= 4 r-SI) HYDP,0 T ATiC T EiT PRF-uaU1RM 2PP F 5i AT LOUZ!5T POINT OF -a'Y6 T EM , ` THAT !Si eGING T EETED OF, '200 P61 MINiMUti C, Any u autlwlaed waacilacicweEy�; ctlassrtlnerlc^ cs c'lopItcatldvl Crt $1 of 1.1'r9 IrfOrt1¢lifill COtAifiBla I-ereln may result to ilabllW uvjer A aplfceblo laws, I �Q �O V I�L �1 I F= • WI I j jI( ly 1 I t o 6- 7 mm il A FETER TAN'EL, fig. 2356 "GII Wintisrmoods Blvd. LUlnter Park., FLorlda 32.192 P.F. 041231 o Ak Pp AV INIPM OF P- 014"THI EAST FIRE SPRIN 4L EMINC. 2801 W. AIRPORT MLVD . PHONE (407)60-1040 Fi�OJECT '' ': 1 ' , I I`` /•y �) y� L 2 V .. C>]t/ / 1 .,'t51 M t�10 . aGA 1+( ! L Di^ 1•'1 OJ GT NC.7. 2P tZ'32 /� F -FINAL Cril LENGTHS OF PIPE, AND HANGF, TO BE DETERMINED AFTER AN ON SITS, ;RFIt,ATIOAT Of,"I ARCHITECTURAL DI JIIEN IQN6 HAS DEEIN A, A DF,. -r-. c-fAT NAME MST& TEM K Im—, ORIF MFG.r1OPEV 1EeC-UT G_UTNT B.Ic, 3 NON 6, u Gf�/��v 16 � 5-Ao lit,: i1/2 G am' -^�' NONE 1lvr ac? i 1! 2 uPIR , UFO. E3�1a58 =12Lw9 s$ 2>rfi Pa o i� i g/G„ _ 112" I /32 tl1 G r- C, !: A` ,4 ; iNCNE NONE ilsd yTlyedd 2 FEtJC� C4{ O? E 16 5t�d> lr, V2 . C. 35>=C3 ITYve St AFLOW Ti;5T 9Tf�T{t: FF B t! 5 PSI a� i~ EEg5LU 1w ' 6,5 P6I 1175' spm B1` 5f Fri E•3Y OTHERS CITY CONNT=r I0N TRENCHINGIBACrTf ,L curriNs i~ AVF Mi ENT ` - w i, CUTTING- CO`1Cfr>=TI± _____ FATCH14S CCNCFF-TE- VAI_ HCA5F OR FIT i WfRlilCs FA.INITIN6 AIR, SUf PI-Y I