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HomeMy WebLinkAbout601 Persimmon Ave 91-990 Amtrak - pollution control facility27 City of Sanford, and Amtrak standards. Any conflicts shall be +7 Building 48,756 s.f. 14.9% 2 Pavement 66,000 s.f. 20.2% 27+69 brought to the attention of 'the 'Ardhitect during the review truction -to be resolved by the Engineer and 21 Pervious Areas stage prior to cons �4 27+6 Open Space 211,944 s.f. 64.9% the Client's representative. FIAISno FLOOR J nd ard Total Area 326,700 s.f. 100.05.1 S STORAGE �N.ED3. Locations, elevations and dimensions of existing utilities, 5. Owner/Developer Amtrak (National Railroad Passenger Corp.) ro structures, and Other features are shown according to the best E L E C T F; i C A L PANEL 6. 1 000 10,00 AIIA OVERHANG information available at the time of the preparation of these 2 6. Architect C 0 NIPRE-(3509 plans but do not purport to be absolutely correct8M 1. SdALE FEET Donald F. Zahn, A.I.A. FLOOR . 726 Tradewinds Drive V. 26+9 Brandon, FL 33511-6236 'A 4. The Contractor is �to verify invert elevations and exact L (813) 689-8783 NORTH AVE "W locations of existing utility connections (water, sewer, r C\) 7. Surveyor electric, and gas or other found lines) prior to construction, C 0,y M. Doudney Surveyors Inc. tify the Engineer and and, if found in conflict, lie shall no 200 E. Commercial Street SCALE.- 1 "==30' A__­_ - 1 1, T 7 -the Client's representative. 274.1 Pic, Sanford, FL 32771 ,4 (407) 322-1451 0 )�,5 is .30 60 . . . . . . . . . . . . . 4 % \-6 CU -_Ry TR t e _ M 26+4 8. Engineer 5. Pipe lengths and discharge structure locations are approxi ia /Y 26 and may b e adjusted as required in the field. 80 Tomasino & Associates, Inc. [;I I armI M ` LEGAL DESCRIPTION ....... 11U41 P.O. Box 16488 shall provide tion for the --I 6. The Contractor field information 4 C 0 4 Ali jl Temple Terrace, FL 33687 TAX PARCEL 0 -18A PART OF A PAR Attn: Jim Vandercrake CEL OWNED BY CSX RAILROAD 2' 04(813) 988-9102 prepanation of record drawings at the completion of the 26+89 67 9. Contractor construction, if required. AND LEASED BY NATIONAL RAILROAD PASSENGER CORP. Vo rk F7q 4,)'II �n 26+ld Inc. 433 E. Bra & X/ J C 27+70 2 + G.J. llutto�,Gxnera 1. Contractors In' Blvd 7. Boundaries, topography, and utility information taken from Brandon, FL 33511 -survey prepared by Doudney Surveyors, Inc., 4/9/9.0. w (813) 681-7736, -3 25 X Sall tests were performed by Ardaman & Associates, _L/J_q/J_L. rM�7- El 2 5,7 0 26+4 Grading and the placement of fill shall be as recommended in > 7 vi. the geotechnical engineering report. _; 26 M== e5 V R OP 26+40 0 C T 26+2 _%\NOOQ 0 POLC L TIFT /TOP= 25.20 2 TYPICAZT 26+20 o DUMP 51 h N (11?\c INV.= 71-01 TO 1P 25+9 SITE LOCATION MAP 26+23 0 Z4 C? ZO NE D O, 2 25+4 M1 P SECTION 26 25+52 25+52 G_ _PF T y p C ; N1 0 15 25+9 TOWNSHIP 19 SOUTH 25+62 26 43 2 A S P H A L T 5132 0 RANGE 30 EAST \<0 It - __0_ -- -Z: - lop= 74-53 10 2M 13 24. INV. = ZO.81 FLOORJ= 26.17 V.`- 1 2..5_7 0 29+0 ht 0) OBTAINED FROM U.S.G.S. OUAQ MAP: SANFORD, FLORIDA 1965 -0- 25+6 PHOTOREVlStO 1988 CL_ 213425 )4 T R 4 C K S INEW GRADEti 0 EXIST EL ECT��� iELEV 26.70(TY IP 111 G. '1LS!,3i 0 16\ 25+4 q.- �S 'ICE T -25 95 %Q1 C �&_-M E A 1980 S. F 911� RIP -RAP ff EXIST. 9 ltz;�* 65'- 12tMP Tor Z"Icv- T111 Z G V � FXI.13 T _<-, - X XX d 2 19* i:i��O/LY WATER PIPE uut4) 19 E0 FLOOR- 4 26 19 REMOVE I,OOOS.F± '"'SLIEV F LOOR:: 38 F 2B+ IL 1� F DISCHARGE r. 8 -OPEN CUT ROAD FOR INSTALLATION 0 EXIST. CONCRETE SEE ARCH. PLAN -PIPE. REPAIR TO MATCH EXISTING CONDITION. NEW FUEL DELIVERY PVC 01'%1. 6 L 0 G. TovqEK 0 1 K E L_' PIIG 8 L 0 G .25+1 NPAD & SHED TO . OTE: SEE ARCHITECTURAL PLAN FOR LOCATION 5. 2G. REPLACE EXISTING OF 4"ROOF DRAINS 5i 6"HEADER PIPES CONCRETE PAD L M G T a U 5 0 1 L 0 1 N G op= 24.% REPL,4CE EXISTINLETwINEW DISCHARGE STRUCTURE INV= NEW GRADE ° a 25+� "A'DISCHARGE0.8q 0QSTRUCTURE N. -M AIS P H A L T : ax"'. _,Lvy 6;A vi (L qr 25+8 25+89 6 06 26, 4- (SHT2) 7 PROPOSED TOP/STRUCTURE IL IELEV. 25.10 C 0 NC R E T Er' Cgs T K A C Y SA S P H A L25+T60 +1 �EJ9 - ---, A C0 NC �1 U3 24+9 + W ?b+11J FINIGRED �r LOO rL 15%C 0 ti C g c!E QD F1 '24 '. \ f 6\ r3b Nl'�iLJGQ FLOO +44 V) Z 15 0 3 25+4 0 2 02 OcnGTOR6GC- TRAChS fINI13q�v FLOOK 7 G. 0 1 ui iop, 24 -,GO E �1 N G" CL INVt 24.96 B.0 I L 01-N G. 0 :amu, LU h®� '25 _J :Z LU: 9 26+38 26 00 20 2 coNCRETE --- V __J. +88 25+70 6 09 %G-3- J�2 STEPS C�lIik a' U) G To RI)IGE R h G TOP = 24.G C-9: 24+7 tih LC FIN113UEO FLOOR _Z1 24+ INV. - 70.50 16- 0 OPKE IKAILOR eel� 01 '�q_ 0)(0 1;6 25+ 'r., \A 24 7 R"A C K S 11)11� wiF - .......... . ........ - ? cc TAP= UL 21,74 .... .. 23 20 X + �5+02 UJ C N6 23+36 24+33 25+ 6 0& Qn+6 26 12 ... ..... p, A L ........DrrRGt97- + UN 02 24 3 23+89 XX 24+84 W64 24+90 c) 0 24+� C'i ........ - A S P H A L T 24+89 7=__ i 4� R 9A �AR% 1-4+ 24+56 2 p tMw OUND TELEP"URE UmEb 1: ...... . . . . . . ....... .. ........ _T %&_ 3'0 24 My P. 0 ...... 24 . ..... . (I Y P IC W 24 _44 9 23+1 _�4+1 22+9 4 . . ........ �3+2 + 4 + 78 25�45+225 86 '25 29+3 + '4S ;7 t 7 20+7 NED ZONED -44+4-- - - __ �=T4F7 FOR PER 19 (31 N R 3 21+5 25+0 25 2 The�'el' vatjons�. -sho '.here rine of a Wn on are 6a ed' NG VD, RM 5. A paint spot on the North I ZONED"'' 7 NED Aft Z 0 manhole located 16,f&&t';Yest of t �enterline of'Mulherry Ave. and 57 feet South of the SEMINOLE "NOUN4TYINDUSTRIAL USE, GC -2 Lo C:)6) Go 1- (9 centerline of W,° Seventh St., c7ppq?xjka`te1y 5,feet Soqth of the centerline of the tracks of C,LS. X'%e. oa5,,'•Published Elevatioa, = 2J. 02� The 6n--.§3 te - bench n7ark is set on the N. 'flange 1)n 7'f .4f fep c7nllfhl NOTE: SITE STATISTICS: General Notes : Contractor to notify the Engineer for observation during the installation of the underground stdrmwater drainage 1. Total Site Area =1326,700 s.f. ±7.5 acres Project Area = 12,000 s.f. 0.3122 ac. 1 See architectural plans for details of new pollution control 'SECTION 269,,TOWNSHIP 19S9 RANGE 30E system for purposes of certifying the Certificate of ' 2. Existing Zoning - M1.2 buildings, including but not limited -to, finish, floor Complaince to St. Johns Water Management District. This must be accomplished to backfilling the drainage 3. -Setbacks - NIA elevations, roof drain sizes, and locations of down spouts. COUNTY, FL. prior oEMINOLE, system. 4. Impervious Areas 2. All construction 'shall conform to current Seminole County, City of Sanford, and Amtrak standards. Any conflicts shall be +7 Building 48,756 s.f. 14.9% 2 Pavement 66,000 s.f. 20.2% 27+69 brought to the attention of 'the 'Ardhitect during the review truction -to be resolved by the Engineer and 21 Pervious Areas stage prior to cons �4 27+6 Open Space 211,944 s.f. 64.9% the Client's representative. FIAISno FLOOR J nd ard Total Area 326,700 s.f. 100.05.1 S STORAGE �N.ED3. Locations, elevations and dimensions of existing utilities, 5. Owner/Developer Amtrak (National Railroad Passenger Corp.) ro structures, and Other features are shown according to the best E L E C T F; i C A L PANEL 6. 1 000 10,00 AIIA OVERHANG information available at the time of the preparation of these 2 6. Architect C 0 NIPRE-(3509 plans but do not purport to be absolutely correct8M 1. SdALE FEET Donald F. Zahn, A.I.A. FLOOR . 726 Tradewinds Drive V. 26+9 Brandon, FL 33511-6236 'A 4. The Contractor is �to verify invert elevations and exact L (813) 689-8783 NORTH AVE "W locations of existing utility connections (water, sewer, r C\) 7. Surveyor electric, and gas or other found lines) prior to construction, C 0,y M. Doudney Surveyors Inc. tify the Engineer and and, if found in conflict, lie shall no 200 E. Commercial Street SCALE.- 1 "==30' A__­_ - 1 1, T 7 -the Client's representative. 274.1 Pic, Sanford, FL 32771 ,4 (407) 322-1451 0 )�,5 is .30 60 . . . . . . . . . . . . . 4 % \-6 CU -_Ry TR t e _ M 26+4 8. Engineer 5. Pipe lengths and discharge structure locations are approxi ia /Y 26 and may b e adjusted as required in the field. 80 Tomasino & Associates, Inc. [;I I armI M ` LEGAL DESCRIPTION ....... 11U41 P.O. Box 16488 shall provide tion for the --I 6. The Contractor field information 4 C 0 4 Ali jl Temple Terrace, FL 33687 TAX PARCEL 0 -18A PART OF A PAR Attn: Jim Vandercrake CEL OWNED BY CSX RAILROAD 2' 04(813) 988-9102 prepanation of record drawings at the completion of the 26+89 67 9. Contractor construction, if required. AND LEASED BY NATIONAL RAILROAD PASSENGER CORP. Vo rk F7q 4,)'II �n 26+ld Inc. 433 E. Bra & X/ J C 27+70 2 + G.J. llutto�,Gxnera 1. Contractors In' Blvd 7. Boundaries, topography, and utility information taken from Brandon, FL 33511 -survey prepared by Doudney Surveyors, Inc., 4/9/9.0. w (813) 681-7736, -3 25 X Sall tests were performed by Ardaman & Associates, _L/J_q/J_L. rM�7- El 2 5,7 0 26+4 Grading and the placement of fill shall be as recommended in > 7 vi. the geotechnical engineering report. _; 26 M== e5 V R OP 26+40 0 C T 26+2 _%\NOOQ 0 POLC L TIFT /TOP= 25.20 2 TYPICAZT 26+20 o DUMP 51 h N (11?\c INV.= 71-01 TO 1P 25+9 SITE LOCATION MAP 26+23 0 Z4 C? ZO NE D O, 2 25+4 M1 P SECTION 26 25+52 25+52 G_ _PF T y p C ; N1 0 15 25+9 TOWNSHIP 19 SOUTH 25+62 26 43 2 A S P H A L T 5132 0 RANGE 30 EAST \<0 It - __0_ -- -Z: - lop= 74-53 10 2M 13 24. INV. = ZO.81 FLOORJ= 26.17 V.`- 1 2..5_7 0 29+0 ht 0) OBTAINED FROM U.S.G.S. OUAQ MAP: SANFORD, FLORIDA 1965 -0- 25+6 PHOTOREVlStO 1988 CL_ 213425 )4 T R 4 C K S INEW GRADEti 0 EXIST EL ECT��� iELEV 26.70(TY IP 111 G. '1LS!,3i 0 16\ 25+4 q.- �S 'ICE T -25 95 %Q1 C �&_-M E A 1980 S. F 911� RIP -RAP ff EXIST. 9 ltz;�* 65'- 12tMP Tor Z"Icv- T111 Z G V � FXI.13 T _<-, - X XX d 2 19* i:i��O/LY WATER PIPE uut4) 19 E0 FLOOR- 4 26 19 REMOVE I,OOOS.F± '"'SLIEV F LOOR:: 38 F 2B+ IL 1� F DISCHARGE r. 8 -OPEN CUT ROAD FOR INSTALLATION 0 EXIST. CONCRETE SEE ARCH. PLAN -PIPE. REPAIR TO MATCH EXISTING CONDITION. NEW FUEL DELIVERY PVC 01'%1. 6 L 0 G. TovqEK 0 1 K E L_' PIIG 8 L 0 G .25+1 NPAD & SHED TO . OTE: SEE ARCHITECTURAL PLAN FOR LOCATION 5. 2G. REPLACE EXISTING OF 4"ROOF DRAINS 5i 6"HEADER PIPES CONCRETE PAD L M G T a U 5 0 1 L 0 1 N G op= 24.% REPL,4CE EXISTINLETwINEW DISCHARGE STRUCTURE INV= NEW GRADE ° a 25+� "A'DISCHARGE0.8q 0QSTRUCTURE N. -M AIS P H A L T : ax"'. _,Lvy 6;A vi (L qr 25+8 25+89 6 06 26, 4- (SHT2) 7 PROPOSED TOP/STRUCTURE IL IELEV. 25.10 C 0 NC R E T Er' Cgs T K A C Y SA S P H A L25+T60 +1 �EJ9 - ---, A C0 NC �1 U3 24+9 + W ?b+11J FINIGRED �r LOO rL 15%C 0 ti C g c!E QD F1 '24 '. \ f 6\ r3b Nl'�iLJGQ FLOO +44 V) Z 15 0 3 25+4 0 2 02 OcnGTOR6GC- TRAChS fINI13q�v FLOOK 7 G. 0 1 ui iop, 24 -,GO E �1 N G" CL INVt 24.96 B.0 I L 01-N G. 0 :amu, LU h®� '25 _J :Z LU: 9 26+38 26 00 20 2 coNCRETE --- V __J. +88 25+70 6 09 %G-3- J�2 STEPS C�lIik a' U) G To RI)IGE R h G TOP = 24.G C-9: 24+7 tih LC FIN113UEO FLOOR _Z1 24+ INV. - 70.50 16- 0 OPKE IKAILOR eel� 01 '�q_ 0)(0 1;6 25+ 'r., \A 24 7 R"A C K S 11)11� wiF - .......... . ........ - ? cc TAP= UL 21,74 .... .. 23 20 X + �5+02 UJ C N6 23+36 24+33 25+ 6 0& Qn+6 26 12 ... ..... p, A L ........DrrRGt97- + UN 02 24 3 23+89 XX 24+84 W64 24+90 c) 0 24+� C'i ........ - A S P H A L T 24+89 7=__ i 4� R 9A �AR% 1-4+ 24+56 2 p tMw OUND TELEP"URE UmEb 1: ...... . . . . . . ....... .. ........ _T %&_ 3'0 24 My P. 0 ...... 24 . ..... . (I Y P IC W 24 _44 9 23+1 _�4+1 22+9 4 . . ........ �3+2 + 4 + 78 25�45+225 86 '25 29+3 + '4S ;7 t 7 20+7 NED ZONED -44+4-- - - __ �=T4F7 FOR PER 19 (31 N R 3 21+5 25+0 25 2 The�'el' vatjons�. -sho '.here rine of a Wn on are 6a ed' NG VD, RM 5. A paint spot on the North I ZONED"'' 7 NED Aft Z 0 manhole located 16,f&&t';Yest of t �enterline of'Mulherry Ave. and 57 feet South of the SEMINOLE "NOUN4TYINDUSTRIAL USE, GC -2 Lo C:)6) Go 1- (9 centerline of W,° Seventh St., c7ppq?xjka`te1y 5,feet Soqth of the centerline of the tracks of C,LS. X'%e. oa5,,'•Published Elevatioa, = 2J. 02� The 6n--.§3 te - bench n7ark is set on the N. 'flange 1)n 7'f .4f fep c7nllfhl .. 0. Ap rA F- A t� "Oil 5! <-) 2 2, 4 ----------- T-- F-7 X , ot -- ------ - ----- L l T ie � r-- U L L G,� tl, ....... ..... .. ------- ....... 77 R 0 L vo� ------------ ---- x G n - WEST it] u WIT -or �:all - - - - - - - - - - L 2 S A EOTT, 6F T ------------ 57"e��i, 7 1,egiVC 6TP,UCTURA�- HOTr;5 1, COP)c$F-ETE - 40001='"S1 2, A` -,TM AGI -51 �3- 501L 5F--',AP-.lMGtt- v-,000'PsV 'PtsP0'R.l' 90-G 5,76 ARDAMAM t 4, BOILDI�-164 --5-JANDArer-) 50ILD19GI COUS" 4! 1 WQ LO;�T.>:5 - I 10 M? �j AMC -140)z AM'D LAYOUT, LAFFf-<f'lF roT? -IrIE-- TYPI P U L L O -P B L'D C -t �� T - It f ! j I ) ► ! I .I I t f J41H ............ LINFE -To 5tw2-r su.<5pto(ter T\ RT�L0141 TR V11"o CoLf>- 5 AR v/1"'poltz IN �� ,� a� rcj V PRINT 'P QE o775 QqAba.767 WED ON ORA MA Q� -5Q F&ST SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE lei LO DA 32771 mot tim L �//, Nl� zzz, z � � - "k, POLL UTIOW CONTROL �� c.�L�.,t � rA It I I , 1 6 -,ll 1 1 A AfTYA E qAivpnPn- fil.npfl)A Ewa --- 0 D1E P!M. :sts 4 - MI gill r:: T C� 111, /n I � 0=4 'C) ETA t L 2 -115 TOP 4 P -<;ITT - V/ / 0 3 T va-5 C" Z-0, aAR, INTO FOOTIMe-4.5 -SECTIOQ ANCP02 WL -r5 m1i 11 1. ------ ---- - ---- -- 4=11 it n t) cx") V41 S H CTIO t. 2- 5 If 0 VAT. 011K P-OUJ-�� IF Mu :S.T I r vhi 4�0 7--" K,::, xA, � 7 I' SL'CTIOt,,J (D OHc�^-•� 25' 0' 25' 0.' _ I., r. 25' 0' _ 25' 0' 22' g" 1 g EMPTY DOWNSPOUTS INTO U,O,DRAIN PIPE I I I 1 USE CAST IRON LEADERS FROM TOP OF U. LX I I PIPE TO 4 ABOVE GRADE 1 1 i"X�t" QOWt�ISPnUT tTYPICAL "U,G, PVCIDRAIN PIPE " ' EXISTING CONCRETE TO REAl L7" UN RG OUND PVC DRAIN PIPE, SEE SITE PLAN y ) f3" U,G, PVC DRAIN i - �.. _ it -_- 1 ii" 'DOWNSPOUT ii ' —' - — — _„p --- r —»_4 _ 111 11 DOWNSPOUT `» i--- - UD It I ENXISTING,CONCRETE TO REMAIN j 1. � i i ' I u NEW TRENCH CENTERLINE RAILS • �x,qr Ids I ,, ” ti ; ._.,.».... _ 1 _ ........r....._.,. _ ._...�......,..... .. .:..,.,...,:..._....,. Ilr� _ .. .. ..._..�... _ � .,......,_........_ .. _ ...., " .. ..... ._ �.:.._...,..,.... _ _ ._..,..._.._ �,.,,.... » .,.. �---�-w^----• I 11 I I 1 I:F r St d r.rwr w +,aunwwx, » — ,p •.ww--., e » rr.-_wr » +...v+ _ .n.. -w... _ a-•s.,r _ ar_..r.. _ .,.r.wxr « 1 1 ,� _u„,r_ — +,-.w_,,, — +ry-w.®. _ — _ wrw•w — — _ r,.rr — a_.T. r r`ro Pc� dlr 1+7� i I II u1 r sl 4 t} I I I 1 RUN DRAIN FROM VALLEY GUTTER TO DOWNSPOUT ON NORTH SIDE 1 SUPPORT AT 1- O.C. MAX, r , qaj,aii !y it ,dtN e p i 4 a I p 1 ttla � r7 1,Vi 1 .r IS rlNo 5UMP5 TO REMAIN 11 EXISTING .DIESEL REPAIRSHOP ;; ' - . - _ EXISTING OIL PIT — �..,...-. _ —_w_ w .w wwr+ w r.74�f. u •�..�.r..• _ r. -.-..r .. w.wn.....w �..nr.. r --..-..-. r r_,_ w wwrw.r r_ _ w 1 ' r—r _ r �,-..M _»wwrr. w n.r........+ ._._r -_rw_ +.n+r r W. .. ww...+r l° 1 11 I I 11 I -------- ..... r . ' 1 EXISTING; kTEPS,REMOVE AND REINSTALL AS REOU RED CENTERLINE BETWEEN TRACKS 1� D { , if if NEW TRENCH_ EXIST, EXIST DOOR { 77 w„raMM.,�,-..-..�..,........,. FIRST TIE --"� ' t' �' 4i 5 yr a M 1 r- .�.. '.._..�.:�-...-..---,-• .._.... 1'.N ._. ... , . `.«% 1.,�_ DOOR .. _l ..., ,. _ „ - - ., z-,-, •:. �':, :._ _ 1 .�I ,. .. ---. .. .. _ _ __ — _ _ __ ... ._..._-�..w._—, .. .. .. .. ...�.......,-......,. r ..,..,..�.....�...,... ... 'r.,. cisaD as 4?� 011, Edi I k S N D fy �. wdP �p:i l I ht L 0 ti T BULUNU t t - r t G dr,+ fa w 1SCALE 1'r5+"t1 1/0'-110" a to , 1 I , ri �y , yt dr. I If Y 1 1 Y t�Jj (D OHc�^-•� 25' 0' 25' 0.' _ I., r. 25' 0' _ 25' 0' 22' g" 1 g EMPTY DOWNSPOUTS INTO U,O,DRAIN PIPE I I I 1 USE CAST IRON LEADERS FROM TOP OF U. LX I I PIPE TO 4 ABOVE GRADE 1 1 i"X�t" QOWt�ISPnUT tTYPICAL "U,G, PVCIDRAIN PIPE " ' EXISTING CONCRETE TO REAl L7" UN RG OUND PVC DRAIN PIPE, SEE SITE PLAN y ) f3" U,G, PVC DRAIN i - �.. _ it -_- 1 ii" 'DOWNSPOUT ii ' —' - — — _„p --- r —»_4 _ 111 11 DOWNSPOUT `» i--- - UD It I ENXISTING,CONCRETE TO REMAIN j 1. � i i ' I u NEW TRENCH CENTERLINE RAILS • �x,qr Ids I ,, ” ti ; ._.,.».... _ 1 _ ........r....._.,. _ ._...�......,..... .. .:..,.,...,:..._....,. Ilr� _ .. .. ..._..�... _ � .,......,_........_ .. _ ...., " .. ..... ._ �.:.._...,..,.... _ _ ._..,..._.._ �,.,,.... » .,.. �---�-w^----• I 11 I I 1 I:F r St d r.rwr w +,aunwwx, » — ,p •.ww--., e » rr.-_wr » +...v+ _ .n.. -w... _ a-•s.,r _ ar_..r.. _ .,.r.wxr « 1 1 ,� _u„,r_ — +,-.w_,,, — +ry-w.®. _ — _ wrw•w — — _ r,.rr — a_.T. r r`ro Pc� dlr 1+7� i I II u1 r sl 4 t} I I I 1 RUN DRAIN FROM VALLEY GUTTER TO DOWNSPOUT ON NORTH SIDE 1 SUPPORT AT 1- O.C. MAX, r , qaj,aii !y it ,dtN e p i 4 a I p 1 ttla � r7 1,Vi 1 .r IS rlNo 5UMP5 TO REMAIN 11 EXISTING .DIESEL REPAIRSHOP ;; ' - . - _ EXISTING OIL PIT — �..,...-. _ —_w_ w .w wwr+ w r.74�f. u •�..�.r..• _ r. -.-..r .. w.wn.....w �..nr.. r --..-..-. r r_,_ w wwrw.r r_ _ w 1 ' r—r _ r �,-..M _»wwrr. w n.r........+ ._._r -_rw_ +.n+r r W. .. ww...+r l° 1 11 I I 11 I -------- ..... r . ' 1 EXISTING; kTEPS,REMOVE AND REINSTALL AS REOU RED CENTERLINE BETWEEN TRACKS 1� if if NEW TRENCH_ Il II II 1 11 j 11 I 11 II 1 CENTERLINE RAILS ' VELEV.T0P OF TIE 0'-0a II If II I 11 I I•.. _I—__ .. w 11 , .- ,, '---- Exl p _- ' 000)T. DOOR EXISTINO REPAIR FACILITY BUILDING ' ,'' - EXIST, EXIST DOOR EXIST DOORv ;; I FIRST TIE --"� M 1 ii if � �r DOOR r » .w-...,--.rw..6J � w ...—.....�..a.., «+ _. _.� » Y --W+..++_— r .. .. .. .,..,—�...�...,..•�.- .p � ..-... .. .-- .. _... . 1 .�I ,. .. ---. .. .. _ _ __ — _ _ __ ... ._..._-�..w._—, .. .. .. .. ...�.......,-......,. r ..,..,..�.....�...,... ... 'r.,. cisaD as 4?� N D �. L 0 P L N W'[' T BULUNU t t "*w'° 4 W t G dr,+ fa w 1SCALE 1'r5+"t1 1/0'-110" rid v he ,fir, 22' 6' ryw.l (]g .GG V Gd KJ St 5 •' 4Ga c REMOVE AND REINSTALL STEPS AS REQUIRED D a, ��1arl i -------------------- _I r ---------------.}i1�'-----«,-----»---- .-------- r�... OIRT LINE ABOVE CUT NEW TRENCH IN EXISTING CONCRETE ' 2" i OR REMOVE , CONCRETE ' 1 $ POUR NEW CONCRET 1 11 1 11 1 CENTERLINE RAILS � NE TRENCH ��NCH "" 11 11 u' 1, • .....�,.�. — �---�---.1 — � .. _. _—_,fie _ .,.�„ r., ,• ELEV. TOP OF TIE 11 EXISTING DIESEL REPAIR SHOP I u 11 ' it I 11 I u u 1 11 »II i i 2 N BETWEEN TRACKS V o � u 11 1 � � CENTERL.I E EE C EDGE OF 1 " 1 ` EXISTING 1 CONCRET I ' K t`r CENTERLINE RAILS _ YkNCH I D•�, ,t. M _ 1 1 I I I ` , I 7 CUT NEW TRENCHu it IN EXISTING CONCRETE E ' .• t✓ - - » .. » , , CN �Irr c7 OR REMOVE CONCRET- i !. NEW LOCATION11' I "' POUF NEW CONCRETE u 'Itf d t ^ p ( i «...... »....� a . ... ... ....... I «. �- ...,.....,vc I y v'. 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I erampr��wwu w 1 1 ' _ _ 1 4X4' DOWNSPOUT REMOVE EXISTING STEPS, MODIFY AS REOUIRED AND REINSTALL IN STRAIGHT RUN EXISTING REPAIR FACILITY BUILDING EXISTING ELECTRICAL CONDUIT TO REMAIN 1 EXISSTING ROOF DRAIN TO REMAIN i i fry Q { F �1r r tl LOO A8), - �B U L D N (3-j SCALE 1/8'11 (,g s "r,,,, d �, r. • t. a :r -t .rDY C Ii �1 4 r r i3 W '{ J 10 C , 12[ fa I� MTIµ. ---02 1' 0" �-- EDGE SLAB --9 rt I K R V S qD t�Cl_ f�ESCR TTt7N _ AT 51F—ET 'TITLE POLLUTION CONTROL FACILITY G,J.FiUTTON, GENERAL_ CONTRACTOR 433 E, BRANDON BL -VD, BRANDON, FLORIDA 3351 t _ D _4E6:1 __ A I A DONALD F, ZAHN, A,I,A, ARCHITECT " N 726 TRADEWIND3 DRIVE BRANDON, FL 33511-6236 (€313) 689-8783 + G� M Il a I K R V S qD t�Cl_ f�ESCR TTt7N _ AT 51F—ET 'TITLE POLLUTION CONTROL FACILITY G,J.FiUTTON, GENERAL_ CONTRACTOR 433 E, BRANDON BL -VD, BRANDON, FLORIDA 3351 t _ D _4E6:1 __ A I A DONALD F, ZAHN, A,I,A, ARCHITECT " N 726 TRADEWIND3 DRIVE BRANDON, FL 33511-6236 (€313) 689-8783 + G� V '-')I-Roo H JI -Pill ks 12R� u I -D-1 go u R L D R H & IT GUTTER OPENM =ITM AV- Yl51ON NO DES-CWTION DATE 6LMomullm SCALE 1/,5"=1�0)' Ex -r F-- P° -,1©r — — - - - - - - - - - -- --- -------- T GJ.HUTTON, GENERAL CONTRACTOR X33 E, BRANDON BLVD, I JLLIJ, D A I A o"o DATE F r-_ �5 gf 8, 4V, A F I F F I A I I I I I I I I F —ITT -Tl I I I I I I TTT "AVA BRANDON, FL 33511-15236 4, �P (813) 689-8783 110 0 OF 5 REPAIR SHOP(BEYOND) _LFT-FFFTT- EXISTING DIESEL ONOVENTS _Ll EXISTING DIESEL F - ASH AT EXISTING BUILDING S RAK:� R7FFM 111111111 Ill 111111 RBEI M11MG— 1UH I I I I � 1 "!,n M" ...........:L Y, tA� Htl[) F, A'3 I� G Ill Ik! Ill III A�4 ITTT 5'c REPAIR SHOP Lu Lu EXISTING DIESEL REPAIR SHOP(BEYOND) -i u- MONOVENTS 0 OPEN OPEN 'op LL' 0 0 ullE LL 'T �k EXISTING DROP TABLE BUILDING -- Tn AA i rl_n I Nul W Apa 7 (0 R V '-')I-Roo H JI -Pill ks 12R� u I -D-1 go u R L D R H & IT GUTTER OPENM =ITM Yl51ON NO DES-CWTION DATE 6LMomullm SCALE 1/,5"=1�0)' Ex -r F-- P° -,1©r POLLUTION CONTROL FAC ' I ' LITY Lu GJ.HUTTON, GENERAL CONTRACTOR X33 E, BRANDON BLVD, I JLLIJ, D A I A o"o DATE F r-_ �5 RO.AECT NO, 0DONA"nF rn'i'A,90. SCALE V '-')I-Roo H JI -Pill ks 12R� u I -D-1 go u R L D R H & IT GUTTER OPENM =ITM Yl51ON NO DES-CWTION DATE SHEET TITLE Ex -r F-- P° -,1©r POLLUTION CONTROL FAC ' I ' LITY AMMA SANFORD, FLORIDA GJ.HUTTON, GENERAL CONTRACTOR X33 E, BRANDON BLVD, I JLLIJ, D A I A U DATE F r-_ �5 RO.AECT NO, 0DONA"nF rn'i'A,90. F I F F I A I I I I I I I I F —ITT -Tl I I I I I I TTT BRANDON, FL 33511-15236 4, �P (813) 689-8783 110 0 OF _LFT-FFFTT- _IJLLIJJ _Ll EXISTING DIESEL R7FFM 111111111 Ill 111111 1UH I I I I � 1 11111 Ill Ill III ITTT REPAIR SHOP EXISTING DIESEL REPAIR SHOP(BEYOND) MONOVENTS FLASH AT EXISTING BUILDING EXISTING DROP TABLE BUILDING -- R E M RB 3ED I I'c DOWNSPOUT I DOWNSPOUT DOWNSPOUTL H::AD- 31 I G Fl EXISTING DROP TABLE El F I < P, BUILDING(BEYOND) ICTOP OF RAIL { w11 C) EXISTING < 0 L OPEN " 11LL r* 0 0 2- (D 0 LL L SCALE 4'� 4 Al N" V "-Xk' CA '!N W WI' ,, y J { kn f 0 Ii M77, Kln"wf?l" o4' LI 0l A, g44 V '-')I-Roo H JI -Pill ks 12R� u I -D-1 go u R L D R H & IT GUTTER OPENM =ITM LQ) 'U R L D H H 0 'N"I I-M'l' M L 7.& U COD H W Ul S' -"ALE r. 1�0 Yl51ON NO DES-CWTION DATE SHEET TITLE Ex -r F-- P° -,1©r POLLUTION CONTROL FAC ' I ' LITY AMMA SANFORD, FLORIDA GJ.HUTTON, GENERAL CONTRACTOR X33 E, BRANDON BLVD, I JLLIJ, D A I A U DATE F r-_ �5 RO.AECT NO, 0DONA"nF rn'i'A,90. F I F F I A I I I I I I I I F —ITT -Tl I I I I I I TTT BRANDON, FL 33511-15236 4, (813) 689-8783 OF _LFT-FFFTT- _IJLLIJJ _Ll EXISTING DIESEL R7FFM 111111111 Ill 111111 1UH I I I I � 1 11111 Ill Ill III ITTT REPAIR SHOP EXISTING DROP TABLE BUILDING -- DOWNSPOUT I DOWNSPOUT DOWNSPOUTL Fl El F I P, 111, ICTOP OF RAIL LQ) 'U R L D H H 0 'N"I I-M'l' M L 7.& U COD H W Ul S' -"ALE r. 1�0 Yl51ON NO DES-CWTION DATE SHEET TITLE Ex -r F-- P° -,1©r POLLUTION CONTROL FAC ' I ' LITY AMMA SANFORD, FLORIDA GJ.HUTTON, GENERAL CONTRACTOR X33 E, BRANDON BLVD, BRANDON, FLORIDA 33511 D A I A ANA1 ZH, . ,M ARCHITECT 725 TRADEWINDS DRIVE DATE F r-_ �5 RO.AECT NO, 0DONA"nF rn'i'A,90. ul BRANDON, FL 33511-15236 4, (813) 689-8783 OF 1. 11 1. � I 11.1 I I � I t-,,?jj'�,T- �', I,", ,, ,�',�; �� 1, I .; I I I I . li� I . � � I 11 . . 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I � I I - , ,,, j�,',`��;; �,, 77' � , 1� I ' ,��,'�,',,,'yf - """ '�',��I'tlt�,'�� 11�.,,.,� �,,��,��;,',�, , , ;" I � . ! ) I . ,��1,11111;1�141',199,1 i. 1 - 1 1 :�� I I � 1�' - :��',­��,�l ''I" I 81 Oil I 1 81 0 it ,.�,,,������,,,',,��"",�,,��'(1�,, ��.� , � I. �. �' TABLE BUILDING 1� I � �i,�,',,,',,',,�,,,�,'.���,,,,,,�����,��,�,,,�.,��,���,",�,,,�'� 1 , , I 9" 1 , , , . - -_ — .. 1�11'�,��'�i�� ,_'�! 4; I ,. , 1: ei �. � � �,,�,)', �� ', �� , , , �i�,%i�",. " � 10 — ' , ", , , � 0 -1, , 11 ,­"i� I �1,11'� I 1. I . I clear .,.,,,-,!�:�� I * I , � ,1� !,;, _H `t�,`,,��, ,� ,�, o 1, 1 9 1 �,,,, �Z -i, � �', N . X 11; 1'�,� M ,*� � I clear �: i ,9, � ., � �, , ,'WF'!�- � o' " I ., , ,, I ", ; 1 , ,,, � ',�, �,�pi, �,,,�� � i� (,t 1. �, � " , 9 . , :�; 9 , � �l I I i � � --I i, '', : I �. ". � � , - , I I I I 1 ,9 1 1 , ,,,� � - I , . � I �:Ii 1� � I �', �, �� t , , I I I , I , � , .��, �9 1. I � , �� 1�1: , �, I 11 I I 11 I , , I I I � ; � , 1. , I I I I �,,�� , I'll, .1 I I , � I I �i�� I , - . , , ,,l , , " , I �: 1. I � I I '.', � ,�, , � 6 , "" I � ;I , , , , " �, , , '6. I ., � I � , , I , I I , " , � 61 ,, �. 1. I I __ 1".. 11 I TOP OF RAIL EL,01-811+/ I I ''I., I I I I I 17 . I 1! '' � I . I , � �� , � I ,, 4 , ,,,, ', I TOP OF TIES EL,O -011 I "l-, ,�'. . I I ,,.:�,�:, 1: I . # I . I I 1.11 I r k I I I I _s I . � I I . '', , - — - __ _i___. '' - - I '1� I ___ � ____ I-L------- �,,,ill � �� _::4_f.::�__��__:f 1- -, -_ - �i'� ,_ , k - I_ ------- �_--�--4--------------- --t-4 4 I , �� /�',,,, �,� , , ," , , I - ._j - J. - I T — - — - — - —_ - -_ - — - — ,�, ,� �_�,�� , ,�� . , I � i L��,, �' �, , I ' I ,�� �' � , ' ' ' L � L "'i, ,",, ..., 381 011 ,,;� ��,i�,� " ", I ��;..:,%�,; I I 1' 5 - 1/ 2 " __E_::;� --_j ___e��_ L 0' 8 - 1/ 2 " ,::,;,.:, � I � , � , I i, 11 . ��. �%,O`,,',�­ 11 . 11 I "'', � "_,��,�,�'�_� '' . , ... ,� , "", �_;, t ,,��:," " � , , I , ,� _', I'll I.. ,:­ '' .. I . I 4 ... 1 391 411 1 :.11 �" I", ___, I . 11 �­­, r=;� lli,.f�,:,, ,;_ �;""; � �, . . I �1_ �­ '',", , -, �, �",�� ''':­ � I �� '', , I ��, I �, ,, , . � I . i-,& �'��'J';'i:�,��'' ­` I "" �,,�,,��,�,T �,��� , I I OUT TO OUT OF GIRTS '' ,' ��","f"".",,.,",�,'�,�,.�����i,�',�',��i,�','�,�,,��:�.:.�""":: � 1, A �V,���,,�"-"�""���,��,:;,L,�:�,,��"".",.","",��f� , ,�. I , ,_ � "", , ,� ZFMCUEDH . ��'­�'4­ . V ­j ",­ ::"�, , I � 5 / ,��,,_­�� , — ,. �� , , , �: , ,,, , � ',-_� `�,`��', , i, �);'' . I I I — . I . I i W;4�, ­'.�, '' � �.. , — . I I I ��o i�' . , . — $,',,,,"",��'L",��',',,"'�,,�,�',',''�,, �'­ I SCALE i/i 1-011 - %� ,f',rt_""�'j ' � ��',�,�,I�j,,�,,,, � �,�, I ": , ", I qllij-���i_,��_,� ,, ""', .---.- -�,�,�--"-.-.--,�",--.-----.--', ._,___________,______ ___ �----''-.--------,--.-"�.,.�-..-.---,--.-.�-,.-. I—— I . - I .1. ­­ ___ . 1- -1 _.­_­­__­ 11-1- 1. TT"-' ­,"I"i �, �� , . """ �,_�,� �,i,,;,,�!";,�",'�,,�,,�,,,'�',�,�,,���',.,'�� �:: ,� _ I .. .... � I � � � �,';,-�'t',',�,�,,,.��;,',',���,�,l�,�,� , , I ,�,O,L_: '''', I ?" ,, I qUl4v0,,"',,� , ­ . I .I , A- -, , . 1 �,i��,,�"L"�,,,,�,,,��,,,,,,��""�i,,,.,',',�,�,��,�.��., � , , " : I � . ------ ____-___._-____._1_._.1 -------- � ,m,�",�,i i.,_,.�', - �� ' — . .1 � ­ "....- I �. I—- ­­­ I 11 ­­ *--L-' --M. (��_ �",i,' ,.,.��:',,,,,,-I�,��""",,.�,'��,�,,',",!�",'���-,,i",�,,�-�� I I I ,�L",i�,�,,'�",�"",L�'�,�,�,',�",)"""i�:��,'�,�,,,",,"",���,��",,,r,��-, K ,, I , - , '. 'E ' T �'\ L - - '" 5 U I- L D I N G ' , )�j�'�,,r� "��L;"` '' I 1- I � , I - . i: —,--.,-.,,-,.,.�.....'��.--17-�,�-.���,�-- �- 11 � - � 'L ­ - - ,.--.---,-- __ .--- .- :m� �,`,,`,`-,,,'�i� �,,,,,,�""L"�,�".-�,,���,�,�,�,,��,��,�'�,,,��'�,,�,"i',�'- �i, I ­ -! - - t , � , I ____ __ ___ - �. _.. ­_­­_ ­­ ­ ­ - - I ..... I- . -1.11 ­ ­­ , J,.,, tl ,41 1111, , 'j. " - "I ­� , I . :, . I � . � � 40 �'J'Cj�, , -,L� �,"� '�� t,��', 1-� "I � . , " - ­_ - - ----. � ­ � - . � I . , � �'.';�, � . , '�'j � �'�'� � �'�, ,, i , , , � ,N� I �� ` 1, �, �, , , , , �, � 1, , � : I , � , I . , ,,i,�,�', -"'."'�,"�` ' ;"",!" " L "; "',", -,��`� ,".�,� �`,,,`, , � , , , " , � ", N',�, ", .�L I I'll: � � � 2.2 DESIGN LOADS I , f � 7NERAL ?��'��-,,,,,,�";���,,���,".,�)",�,,-,,'�'.i��,�:"."",L"�t'", . 1. GE � , :� � � , " '­ , � 't ., , .- , I 11 1, The following criteria for live to 3.1.7 Culd-fornied sections shall be lllallLll'aCIUrCd by precision 3.11 EXPANSION JOINTS qot�F: K Ec�l. I r-) ���,��,,�".,�,�,,��""",!""","",",,'z�!"���,�,,�', " ,�'r 2.2.1 ,�_ .1 , I ails and wind loads shall be '4-1l.4_,_.�AfChiteC(uraI Willi Panels shall be 24 gage (kllValLIDjLtt,sICeI - " , ��, " , � 1 � , 11,11 SCOPE . -_ ,,�,�,,�i,��,�',,'�,,'.,',,�""��,l��',,�,,,"i.�f�'�l,",��,��L��,"'�i'����,'L ,;� . I:- " I �. followed in tile design of standard building components. . roll or brake forining. All Lliiiieiisioiis shall Ile true. '3-.,I,I.l Longitudinal CXpill1hion joints ma� be r-,quired �� llej�jjje � (50.000'psi-yield). Panels shall be either nIeU and uncill- , ", , 1 I - ' This specification concerns the manufacture of and the construe- I � . . _0pal ,�,�,,, " � V, �; - I I bossed or pa ijll�d`a lId__elIl!1!�tsSe&-Ci in lie(] color .selection , - �����'IL;"�";!�"l�,�,�""I'�,���"I'�,�,,�����'k",�'i,�,.,L"�:",������.. I accordance bLliI�llrIg-h:_11_yIll exceeds -100'. These joilll.s Shall allu�a(hoquale ,,,'i,p� "�'�,,,� �', I I Live Load wind 3.1.8 All shop connections shall be by welding, in , , . Fe", I .11 1�. �' � , "t!, 1 , tion details for nietal buildings designed and constructed to be . I . . :�;__ i � L', ', ��'� 'L - I L" , ,� , I -1-CUI .L,.�rrfhers and roof' ailable. �L",��,,,,����::,!�',.',,,�7;�,�,�,i',���,�,!, "n " , I I I Load (IISF) load Applicoblc with the AWS '*Structural Weldim, Code". latest edition. Weldinu expall"lon alft Itraction of' tile 10111!ill.ldillal it v, , ) , � . . � Designation To Fr;tjae TO Ilurlins (Mpfn - - I '_­'_­"­ 'jL­ &,;,`,,� �����,,',',',�",i"�,,��,,��""",��,��,�,�,,�,�,�,�,, `� -,,�: , " weather tight and 0sily Qrected. The building shall include tile . fluadiq Code - . , , N, 1,��,�,,�,�i�! " ,,, '" shall lie by Submerged arc or gas7sheilded arc process. and �Wll panels. _�,_ 11�� *Paioled,�jjlbo�q;;��j ­­f)an'l, , I , , , . C_ 'anels will I ave a gla ValnZeL ��lbsnaie or all ti,�A� ��,,'t�N!`,� ��,� sc( P L $k�iL � , , - , gructural fraining, roof and wall covering, trim and closures, and -80--1�2-2G-40--Soc,-Q0-5,4�13 ­---�-_ _-, __ � , , , .,�,l���,�l"",it,,�,�"L''4,��,;, , ;�,�kl�,,��,,'L";'i"",,k,�,,�,,,,, � � . ,� I : , 1. - Transverse expansion jofills'tjla� Ile required %%hell - , - ­__ - � i0l 1111�� I�A]4 '. " I ,, , , I � herein described, .�W-12---20-----90---Set-HO5-.S'BEI 3.1.9 All field connections shall be field bolted �%ilh ASTM 3.11.2 tile optional Galvall.lille ' Substrate. __­ � �� li,,,�, -,�,,,;�, ',,,,,,,J,�i , , ', " ,� �. accessories . A�W$�:i,tfm�',��p I ", I I I - �_1041.(s ',hall allM% ade- 4.5 fil"4�'Iil�,�� "'Y! � , � i "� :, . I 'I. �, I ' 1.2 DESCRIPTION , ___ 120" Specification A-307 or A-325 bolls as shown oil drawings. A . -325 building %�idth (SpaIl),,cAC(!'eLfS­_'00'. Th FASTENEWS 11 , " ':,Ai"�,�,,,,i, �J�,: " I I I , , I ,IVJ.-1-2--20------100----'S"LTC , Be boltssliall belightened by the turn ofthe nut method. Connections quale , ese ) . . )CS of I -_ .­ - ,,,, 11 I I � Ito -1 �,�,,-,��,.,��,�,,,�.,�"",�,�, ,,',,Ai�, !ii�,,v�:,�";�` . 12 20 110 Sec 1205,SBC expansioll.ift-rd �oniraclion ol'the ro('I'p,,n';'C s-.Boi iyj �!, ,0, �,,� " , I I - j ,,( ,�­' , 1 �2,1 S NI -S t ra ig It I.Col u ma Rigid Frame Buildings with ,I roof � , � " � , " I . -- 4.5.1 All self -lapping fasteners shall conform to USASBI8.6.4 .'4f, � I , ,,� ill secondary members sliall be inade wilh Special V"'Truss I -lead eXpa;isi9ji,r6u')'ts shall Ile flashed and counier-Ilashed io `ell�sljl.e ' �,i,,`,'4.""",� �`,,`��)��(t,,� ;�,�:,�,� � �, "'� I 1'�, . -RO--i-�L-20—RO------Scc-F205-�rBe ,,� , - ,� , . t,�; �,,,�,,,�Ii�,7,", �",;;���_ , � (.� � r slope Of 1: 12. and shall have type A or type AB Ili reads. At I set f-dri I I i ag fasteners , Ui, � V I , " ­ I I Fin Neck bolts and hex nuts when required. - ti-_ , p, p,­_q­­, .�, � q '' I I I ' 4-2ffiF--3t�-------30----HG---------SF-UC— W011t ic-I Illness , . � - 2-�S ( 1101� 11� 1, I �.27. ---Sill gi "I opa­Ri#id-FFarue-B u H din gs-with-irro uf-slope- V I I i, "D., �,,,,� 11%;; 11, shaliconlorin loIFI 1 13. Where required l'orwe,ittiertigliiiies.i.f*its- , ­�;, ,T',�'�"',�ijr­�"' ,; �:., , . ,� , , , ­,,,', 1. ��,�.." r.;�', , 1 3.1.10 All framing tiieiiiberssli-,illeiirt-yiiiieitsilN, visible idelilify- -s sliall be assembled with neoprene Sealing washers. ,.�,Y,�,kf�'t'',��'L ,'p, ­ _1 o f `/z: 12. 2.2.2 'file building shall be designed to the Load Curribinatio . 3.12 PAINTING lenei 1, � , , I , I ,�,,, ��,, 11 I- ,. 11 ,,�', 1, 1;, 11,�,­­ �� � � , ing mark. i �,� �!:� . - P,� � ill +,a3--LV,-1 tpercd_Q4umri-R igid-Friltne-B uildings--with-a- roof- ,. - I'll ,,, � f I , specified in the MBMA "Low Rise Buildin Systems Manual", : . q,"! , , !� , 9 All structural fraininu inetribers Mlich life not gakallized Shall be 4.5.2 Plating - ,� I � ;,," , ,,� , ,,,. �r, Oop"I:414, 1986 edition. 3.2 RIGID FRAMES, WING UNIT FRAMES AND � . � �,�, 1,�' . I Cleaned to remo%c all dirl. L,rease. oil and loose inill scale and 6�ell A. All fasteners shall be plated to inininium thickness of.0005" ! '' � � ", -, �,, '', �� � +-. .�6M--Zl�p#Fo(�C,Qlt�iiii�-Rigid-Ffu-mc-Builditigmitiriaterior � CANOPY BEAMS � ­�;�,��,�;. I ,�,; " 1 22.3 Roof live loads shall be applied to the horizontal roof pro. one Shop coat ofiron oxi& prinler [OrIffillated 10 Ineel Ore.�Ceed B. OPtionill extended corrosion resistant fasieners shall be ZAC` �, I 1. �, �,,�, , � . . . . . . � 1'r, 111 " j,�i� ", "I � , I G(A41,11tl"tllLL440aslof)0-01�-�-�-- - 'I , I '1' I r : " '� . I , , �,- , i �, . . apdwdf -Iki6�d-Fr,iiii"ititdings-with-a--roo� jection. Wind loads shall be assumed to tic( horizontally and shall All members shall be welded. built-up. "I" Shapes. Cither Constant tile performance reqUirellICIlt', 01' F-CdCral SpeCifiCali0ll 1-1-11- (zinc-alunlinuin cast head) with Alu;liiilLllll and Neoprene 1. I , , , ,­­,,�' ��'_i, r,,)". ,, I I 61,s__V�9-_�K �41um,n­ beapplied its pressure and suction in accordance with Section 1205 depth or tapered. 630, .S. i. , "�' - %� "i I i sealilwy washel I � � K I ,� ,. � "', -�, , , , 1;l0p:_D�6 `�11% - , 11� � , ", ), I "I".. , , , of the 1988 Standard Building Code or tile MBMA "Low Rise 3.3 BEARING END FRAMES ''. ��, 1,�", I ,,�,i,'4,;'. � , : "", , 6,�6-�VU-,-%MPIC4pU101UnW.r.UL�agiolV,"fit-iVtiy-of4lie-ubtW�- 4. ROOF& WALLS 4.6 SEALER � , ��,r,�" - ,; i, , Building Systems Manual", 1986 edition. Load designation 120SF �,�,Z,_ � . ,, '' , ,1 L� , � Bearing end frarnes sliall be hot rolled Sections Wit.] LOWSiSt 01' , , 1, V ' � I', 1, r ­,, I � J! � I", , . I lluilk&g6�1-110y- Jiltill-hilve-a-roofilopc-of 1 � 12, ��, ��L .. " shall be designed in accordance with the South Florida Building Sealer forsidelaps,endlaps.and flashing shall tic polymer sealant , ,1,t�,i , Coln lullSa I tile build ing Writers 11 IILI a Cot) I i f1l.101.1s rafter bell 11 I "Ll p- 4.1 SIANDARD PANEL PROFILES '"�, ""I ,�­ I , � , 1.3 BUILDING NOMENCLATURE Code, 1988 edition. Load designations of 80 through I 10 may bo ill extruded tape form. The sealer shall be non -shrinking, nun- ",�' �­' '"� '� I r , I , I purted by tile endwall column Ali opiional hearing frallie sysleill ,� 1 � ,"; " " � � 1 I . � . ,�' 1: "�.` , � L , ,. ,:�, . J.,1.1 The bu ilding "Wid III and Length" shall be measured from modified to ineet tile North Carolina State Building Code latest 4,1��--Rit�-4.�R&�--���tit,rl"ibi4;�-oti-+.-,�i,twr-,16.,�4iL;"4�Wfti�e- drying. and non-toxic and shall have superior adhesion to metals, r,,,;,�,,,,� , ,,� ,,, I will consist of cold-fornied ,*( ... sections, , , �, '. " . . plastics, and painted Surfaces. Service range temperatures from � ,,��,_,;�,�,`.,�'_ , � inside to irisid� face ofthe wall covering. I edition, with revisions. ') " I ."",', tl­ 1 4.1.2 Rib i,(RT)-i,/v'deepribs 12"oiiceitter%�illit��ok4*'(Ieel) ' _i,j� ,,,IL�;E ;',,, ,,��l ,. . - ,,,,�,,,, ...... � '' -30' to + 100'F. The inaterial shall not flow tit 120'F. and shall ;1'11_..'�, ""', ,. ,,� '� ,, 1 3.4 ENDWALL COLUMNS Li�,�, �- :", � ,� , , "; � , , I 1 1.3.2 'file buit(ling"Eave Height" shall be measured frorn the but- 2.2.4 Designs shall include the building Dead Load. tile Roof intermediate stiffeners. 36- net coverage. - '1�1,4,1, , � �' �'L" " '. _� 111,19 I Endwall Columns shall be hot rolled sections or welded bUill-1.11) meet or exceed tile requirements ot'Gov. Spec. No. MIL -C 189W V,7.',,_�,��,­,� ��,�, i,;". , , ,, totri ul'the base plate ofthe rigid frainecolurnristothe intersection Live Loud. Windand Seismic Load ill accordanceto Dealt's inter- . �, p',�. _q,., �'�, I ", '�;', ' I - Type 11. Class B and Tf'-C-1796A. ­ I " " I 'lutdo -rteep ej-p 0 ,,,, i?", "'. r ­ ' ­ I" Shapes. Op(lunal endwall columns will consist ol'cold-fornied 4�W­� - v,--Kn-rcF6P4=�fVr' -reeriir�,t - ' t"tgiW�th I 'L� 1, , - r, � of,lino representing the inside of the wall covering and the inside pretation of the Building Code specified. Additional Collateral " �'� �' ', - ' ,c�l;,,k,,�,,, � _�. I :�, . , V " �', of tile roof covering. . and Auxilliary Loads shall be included when specified by tile *'C" sections, 'ifi"lllodriaW_�W�C"U_Iit�"-.Ifl::-titi-CoVetttg&%�ni4i-1,tttneir 4.7 INSTALLATION OF ROOF AND WALL PANELS '_11 �';j'� 1;n,�, , , ,,�,,,, , � ,",'�,","."�'�,,'',�,1,_��,L, ,r' . . all be the angle that the roof surface buyer. 3AI Endwall assemblies shall consist ot'llot rolled Columns and �" , , , ,­,,', ,,��,r," .1� , 'iL" ',. ,?�� , 1 13 3 The "Roof Slope" sill 4.2 STANDARD PANEL PROPERTIES (36") 4.7.1 Root' panels shall be continuous front ridge to cave for I, �, �, L� , , ,, , '' I "M , � �! , , , , ,", � , , ,, , �, :. , � ." I fall V � I 1� 1Y1;;:, kes with the horizontal, expressed in tile units of vertical rise to I by-pass girts. Oplional hot rolled COIIIIIIIIS OrCOILI fortned Columns ,'�,,_��y ��tL�,,�� ... ) �' �� ,�,,,_� 3. STRUCTURAL FRMING . are available upon request. 4.2.1 Standard fool'. %�all. liner and partition paiiels Shall be 26 buildings 60'wide or less. Where endlaps are required they shall Ile �, ii%, �­�X,�� I 11 Ir r 12 units ofliorizontal run, I with inset girts , and shall occur at ,I roofpurliji. . , ;`:L '.'I,�, ,�,�, j' � ,' gage unpainted Galvalunic" or 26 gnwe color C0dtCd gakailized it minimum of'6" long , , 1'., ,; �,, ,,!; _, ,,'�;P 1.3.4 The "Bay *pavi " I v I ,,!�,�,�,�����;�i','�,,,,��,,.�, � I ng betwq�arneceriter lines shall be-20�-, 1 3 5 PURLINS AND GIRTS cold-l"ofilled panel,;. �,,�,��),',�il- "" ,,, .",V ­. ,,-L ', �, � , ' 41.7.2 'itielssit,ilibecoiiiiiiut)tist*roiti.iilI to "" . ,1 �i,_ ,,­, ,,,L' L, , ' i� Sidewall and endwall p, � I �, , r 4�, End bays shall be 4+ -1 , -fabricated� for bolted � ?, , ""I" " � I" - I .24jor49;1 U�0- t 3.1.1 A,11 fraining members shall be shop Purlins and girls shall be cold-fornied ­T'sections wilh stiffened I I �!� � , � I 00 I , 4.2.2 Material for 20 gage panels shall Ile G,ilvalune' steel roof line except where length becomes prohibitive for handlin , � � 1` ,� I . ��` ��I�r � ,� , .; . I field assembly. I purposes, Endwall panels for buildings with 4� I.2 rool'slol: 9 - I �, i ,;� I i . 1 .1.4 DRAWINGS i llajiL,es. They shall be-sirriple or continuous span its NqUired by (80.000 psi \ ICId) Of Uak'alliZed Steel (80.000 psi yiVId) C0111brining )c shall . , ��', 'r,;� '' �_� , '!' �� ,,,, The building manufacturer shall furnish complete construction 3.1.2 Primary structural training shall include (lie transverse 'Sign, , c� i �". il ,� I , � . , ' I L.- to ASTM �pccificatlon A -*16 Grade E. have a splice at the eave line. ;11 I .Iil� 5�1, . I ,� . -, W V �;�,, " "�"'' �,�'.� ", r I I details showing anchor bolt settings, sidewall. eadwall and root' rigid frarne. wing unit rafter beams and columns, canopy beams, ; 3.6 EAVESTRUTS ,lt , , , , 1,� ,,�,,, .- , , ��wt:�,,�,, � , 4.7.3 Endwall panels shall be square cut for buildings wl 1�, ­_ � � �', �� ... ... ,,4: � � : frif russ-sections, covering ,, rid flashing details, intermediate colunins, bearing end frames, end wall columnsand ; -L2�1--Mkilefitti-ii"-optiair,rf--�-14-L,itgt�-ptttit,6-,�iivii[L-44-014t)itil+wiI Ili it 1: 12 �1�111�11 "I Aling-tronsverse c It It � 1, �, � ", � , " lq, ,, r I Eave Struts shall be 8" deep culd-formedsevtions sullicielli to pro- i roof slope and bevel cut for buildings with it 4: 12 root* slope. , , � � ails to clearly indicate the proper ,it-v�tilatiA�t�io4l4,'�(�.k)00-Ni--yitidt-or-rztl-ttittiit,t-l-�,l�?e[4Mt)tX)-p�,I 1� ''I" "". � . wind bracing. � C4 � 1, , I ,­ �.��.',�,_, , and accessory installation det, ", �1� ,,,`�V,,;" ". "i ",,.�,,, - �,,r I I vide adequate backup for both root' and wall panels tit the pl�. �t­j,�,�­;, , , �­, 01 " -yi4t��-voi�foriiiiiig--to-AS4:4�1---�;pecifir-ittit�tt-A-I*).-�ir,tdc--E 0 <�11.� ". 1, �, i " V�� ' � asselribly of all building parts. 3.1.3 Secondary structural fraining shall include the purtins, 414 Before securing, all laps of roof pane issliiiii be sea led with -,I "�'�'��l�'��'���j"�"��'��i."!-t'��'�'� 'r '__ " � building Vilves. paintt4AVjrjite� Continuous ribbon of tape Scaler. 111�11�,,,Q` 1. 1. 1-M WA1.11 "I.."." I , 1,�,',�,3,,,����,'��',��4�,�i,�,', ��', '.,,,� I girts, cave struts, flange bracing, sill support. clips, and other mis- ; ,'il,��, , , I , I :� . r 1.5 � ' U.L. UPLIFT RATINGS . fi"T�,�M��_ ,,,­­ ,, I I " , �, I ,'rj­i�,",,,',,­,j, ,,, ", 1 3.7 WIND BRACING �, 1�-­PU�­,,­­ , , , ,,,:r f cellaneous structural parts. ; 4.3 STANDING SEAM & ARCHITECTU 4.7.5 Standard Roof Panels ��",I�,,,,,�,,,�,�""),�,,����,',",��,,��,, ;,��,,��i�,; ", � I � �, The building manufacturer shall furnish, when required, a roof aAL i -I 0 t4 F_: (�-�A LVA L U'(-,4 E ) , I ' "' L, �'��"l It, , I , � �,,�,,�, ��i­ I r I � 3.1.4 All hot rolled steel sheet, plate, and strip for built-up See- : 3.7.1 INSERT GIRT BUILDINGS-Willd bracing in tile roof PANEL PROFILES r', I � ,,I,�,f,�,�,�',N6,�,'�,,I"�'��,L'�, " r") ""","�,,���',,,.,liL,--,J"j""�,"'����,�'�,"�'�,�� i,ji,,.,�,,,�,,,,� Ii. . deck system litiving the Underwriters Laboratories wirld-uplift rat- E0 0 A. Roof panels shall be secured to purfins with It 14 sheet metal ,ji � � ", �,.""�, ' ". L �f,; �,'�� �"j', ' . tions shall have ,I minimum yield point of 50,000 psL Hot rolled I and/or sidewall is not required where the diagram strength of (lie " " F,A,�'',j�,�,,�, L,,,� ,-1 l�' , ,,,,, Ing of., ,,,,k,,,1, '',�,­,'­',, I., , " ,�,�;',,�A�, " " � . , Y�i,,�w,b, 1, " structural sections sliall conform to the requirements of ASTM I root' and/or wall covering is adequate to resist tile longitudinal 4.)I-, Pro SCarfl-V* deep Self-IOCking fit) I'001`13:111el. WILL. "ared screws at a maximum spacing of 12". ... Q:',,41�1,`�AVJ.,),; ii',��,,, - , � j, ', ,,­�,,,�',� , ,I) Class 30 (30PSF Nominal Uplift Pressure) _�� _ �,"""`,"," " , . lixed or li ng clips. 24- net coverage B. At endlaps ofrib Sheets tile n1a)(ifflUni spacing shall Ile 6" for , . � "", " . b) Class 60 (60P$F Norninal Uplift Pressure) Specification A-36AWelve, fourteen, I`Jftecn. sixteen and seventeen I Mud forces. Ifrequired. wind bracing Shall be provided by fixed U`Q� - Rib 12 panels. .11, �L I I it minimum yie - columns or other Suitably designed bracing. Rib 6 and oil each Side of tile major rib I'm , 11 � , , � -I,-- c) Class 90 (90PSF Nominal Uplift Pressure) gage cold formed sections shall have , Id point of' 4.3.2 Maswi-S�am--3- deep Standing learn ro 1�1 �',,"'el 'n,"Lwbille 11 I � K ! base cornet Z C. Sidelaps to roofpariels shall be stitched through tile high flat L � , , , . I 11 , , � I I and it minimum tensile strength oi'68.750 psi. Galvan- i . I �, I I 11��qners or ZAC e poseu lastelle , - " 'rhesieroofdee'�systeiiis,,iresl)owi,iiitlieU,L.pLibliciitioiis"OLlit(l- I acing shull consist Seillned C011CCaled tAI-11, 'oo, i s, 16" . �i,�%� ��, '.,, �, � �� �, , I I 1 55,000 psi , � 3.7.2 IIYPASSGIR'I'BUILI)INGS-WijiLii)r, 1, "' - " ofthe rib with k let sheet metal screws at it IllaXilullin Spacing �, ,�� , -, � � " , "',"",,� "� , , .1 rig Materials Directory". and are listed as Longt;uutioitr-40,.-h� ized sheetand strip for structural framing members Shall conform I ot'diagonal bracing and shall be provided in both roofand side- net coverage. - -I_ o f 12". I ,,��,,,,,? .�.­� ", !� , , , , ,,�� v', t,,� ,� , .1. , 1, , � '41,64). Construction No.,65 (Rib 12 UL 30.60.90),and- to AsTm Specifications A-4146. Grade "A". ; wall its indica(ed oil (lie drawings. Design shall include reinforce- 1___� ,��, � " I R1,b-4,q,1_ -<-..--,- , I , ,,,� I � . � - 1- �L'ep Stan,, ing.-,e(��alll fool' Pit net. Illacl tit le '�11 kl`,` ,,�,,,, , � , , 1 4.3.3 Supreme Seam 4.7.6 Standing Seam Roof Panels M 0 i,,l E F,�r:;:.��'J:�, I I ��,� i, �',,� , , ..' , , , � qo I wt+446 ol,�_N o-Q305-(Ill,"ear ril-14-6-19ft 3.1.5 Pipe for columusa ad other structural uses sit all have 42,000 Merit 01))LIflin and eave struts its required. � I �, �'j I "'I"R , , , '] I � I � . Seamed colic fustellers. stepped la�ps. 10" net CoNerage. �,���,����,,',,,�,,����,��,�.'�"i� ': I I � � 11 I 1�, , ,"I � , 11 �' �� ,� I "'i .. I I I ,� . "--, - ­­,,,,,� ".1'' 1, - 0 , "I", ­''i" �� �, -1 _� , �, � , � I _�, , ..... . �. psi yield. 3.7.3 Buildings over 100' wide may require cable bracing lit Eliminates Ihroj�rl!`i_1;e roof' las ie tit: r penetrallolls" A, _P scam panels shall be secured by a fixed oi- floating io �; �­�,4";"�P '', " l I �p'­.jj"qj�',', .�­� r, I 21'� - - , I � ­�11'i­; ,­�, I DESIGN , I., I 1�,,�, T� 9. . � , "q 'I Ila; i, " I 4 re i1CCtUral Wail -3- deep inlerlocking rib wall rnti 'ill , o i;; " ), , 1,�� , I am- interior column lines. �, ,jilera its- ,� 3.1.6 Unless otherwise spceified the in i nifau Ili Ih ickness of fr .. 1 #14 W" elfdrillitigl',tsteneral24"otice � it it I 11 . �;, ',�,,�".", ", " , , I ",;� �,,��,,�� � 'Ir ,,,�­;, ,,, 111," I !�,, � 2.1 GENERAL ing members shall be as follows: I 4.3.� Ael. len" to each"purlin. Eave, peak and panel la� X I be t�,,,;, , , , . I 11,�,�;;r ",' �,,:�f�� ',, � 3.8 FLANGE BRACING cu� Ll fasteners, 16" lie( coveray. . , I . . . . �,�), r,"�i,,.. , �, , 1� ­�� . � cure ,nvit i compression joints � 1.�, I 2 -lictural steel sectiotisand welded plate members shall e ' 'u� ��,,�,,A,�,�­,' I I I I J.1 All sti I Cold -formed primary framing members ............................... 14 g g Se r, I consisting Krigid metal ,�, �`�­�­�", ,,�, I . , Tile iriside liange ol'all rigid fraines shall Ile IMICCLI lillefallY hV Pla : liq lot) and bottom of' tile paneL 1,�, ,, , I 1 , ,,, ", " � , I �st edition ofAISC, "Specif- Cold-furnied secondary fraining members ... ......... � .............. 17 gage :��::�� �, ,�:) '� ,, be tWsigned ill accordance'wit!) tile late 4.4 STANDING SEAM & ARCHITECTURAL K01-1 F- � I'm 1, "I' 11- I , N all Ile secured 1) an 18 gage galvan- 4 "'�'� ,,� I I I �, :, ications lior (lie Design. Fabrication. and Erection of' Steel for Intermediate pipe columns ............. . ...... i .......... � .... � ........................ 3/16" anales connec(ed to the flange ofthe frame and it) the web d lli� PANEL PROPERTIES I B. . Master Seam p��iels sh, �,�-, � " - 3 11 I pu�lin or girt so that theallowable compressive stres's is adequate F) 6c:�, P 11 : "', ,��,� , Buildings". Webs ot'welded built-up members ............................ � ............. � I I gage listened I( ach purlin with a #141 ­�� lzed Clip ill 16" on­c�Lnter. f, I I � ��..,�, I 11 �; , ,,, , � , for ativ combination ol'luaditu, ,r.'4., -I,. Pro Seam Panels shall be 24 vage (;alvaluillc" sle�elw(fo sheet metal scrnv. EaLve, peak t id panel laps shall be � �', �, � � A,t ', � �", ''L� � ' I I -s and exterior covering Flanges 6f'welded built-up members ....................................... � ... 3/16' I 11 I n, 'e, _,,_-,*,�I�,�`��'�',, ', 1 112 All cold-forined structural member " ' � �,,,,,,,�, �, �,�� ';�,J � - " , I si vi�ld),Opliollal panels Shall fle'eklier 22) ga��or 26 gage Secured with #14 scre%Vs�llqo 1� �: � �'.. ,�' i� 'I 1� :- I -dance with tile latest edition ofthe AISI. Bracing (Cable standard) - ................ � ........................................... 1/1" dia, 3.9 BASESUPPORT 1) I I - ,it " !� , . : " shall be designed in accot I I �il the panel , 4" oil center. " I I I -steel (';0,000 psi vield) The entire assembly shalf�b "Injlchille� seanled, ��� �1 . r , Galvillunle" . KI I �, ;,,,.: � ,, - , . . "SpQ611calions for the Design of Cold-Fortiled Steel StFUCtural Bracing (Rod optional) ............................................. ,­� ...... 11 ........ 1/2" dia. A continuous mernber shall be provided to which the base of [lie ,,, , � " � . "i"p, , ",�v," t., '��` , � - " . �'; "','�� � I 'I, ", , I c 'IV he attached. This inember shall Ile it 14 linwe -M<�� Z Cal , lie S , p�'.r",, "�', ­ .1, , Members", wall covering in, . Z V 4A.2 Master Scam"'pattels shall 11!�-,_ 2a,0C ;al�ahlll)C" Steel C. Oplional Master S ­ 5IN I ',, � ­k�,,�"*,,;_�J,, '' � � I , I 1 ,,,�';.��"il"!�,,��'.f�,,�.,,�, ,,, , ," , , I i 'lIValliZed Wit! 'ill) -11 I Panels shall Ile sect Fild with # 141 slle�'Illlelal screws 1 16" oil lli,'�A�! , �, , , . . 21 fle USCd in Conjunction W a I ir'!" S eel Iedll'c (50,000 psi �ield). I'miels"i;hi It- . ��­ , ', L 01 Ill!'eilfler 11111),lillted and Lille[ - �'�, J ­;i I " I :" I . ._-1--_._1---- " � ­­­­­ 11-171-- __._-____1 - - - _­ - ­ - I � ­ - ­ _­ ­_' - --,----.--- - - ____ -----------,- - I . . ' 11 �'��'k�)�'Lj"* ;,-�� '' i I � . concrete or optional 18 glige gaINraniZed painted >;11 Cent Ile purlins and 4" oj`i`-cq�nter tit I e eave. "", ... I formed ill tile' bossed oi- painted' 111L eniboss�d. Limited color ,,electi �il i 11 ,?,�,� ,I; � ; , "': � , , ". . " l, . I oil � ��'t',W%'.,.;�. "I", ,'� " i ". , : I I . I �, 1­�� �1;1114,,�,i, I , , � . �1, f'), " "" 11 114­0U,.� ,�, "� , , , " � I .1 . . brown base trim swired to the concrete liour with power dri�en peak. and p ;%��`11� ", : , . pk'l laps. ", � 1,11 . I _", � 't��,��l,��,i"3�;�i'!,��,,;�t,1,4,1��, i i � , ,� � I . I " it va i Ili 1) I e. �� .,,�, I.,,r, 1,,,,,�*,' $' V,v`); 1, ,� , " 1 4 1 � ... 1, fasmiers or eqUiValent anchors. D. Supreme -triels will be secure(] tile Slime a�'Ihe Master ,,, i�,�,,­,, ,,,, .4,,,�,,"�,.",r,,,,,",, I , �,� L . . � I - _,.S6an) p, � "Ili, 11111"I"", r � I 11 I I ' -1 r" �,�,." ,%�;,,, f ... �­ - ,. � - 4.4.3 Supr Selon Panels shall be 24 gay�`(..ia.lvalunie" steel I Jr,all fas- 131),,��I�q �, ,,��, ,'�,,�%,�i��', " , - 11 , 1 1 - Scam 8lepped laps and angles will be uli ized so fill ""r ­� ,"", ­, ­� � , , I I � 1 1, I / �'� ,,, , ,I, 1 ­ 1, 1,��, I 1� .� . 1 3.10 FRAMED OPENINGS �K, �,,�',,','�4'�,�,,,,�""'��,11-,'-'?,-�� �,,'01',�,� i, � . 11 � (50.00(;),pi,�ield). Panels Shall be either LlnpaillIVJ'-iiljd Litwin- ik,��,'!,,V 1,�,,, IfIM, 11 �, U, I 11 � I - i�s are outside of the rooferivelope eliminating thro"Ll'gii 1, I ,�, I I I 11 � , 11, N r ­,,, I �� �� 1. � 11 ." . '_ e� �111 � ' L ' ", - , ��,",,, "J"�� _'t''t, , " �,� "', , 4 � I I ',it framing inernhers for all opening's Shall be lt&quate for I 01' llainled* and embossed. Limiled color selectL011 , %11.1" pl%'P­11�,­ " ,. � uI I le lil"I " I SirLIC(Lir , 40.1111"W"I'le" " , I , / c rooftHsteners. 11 .11 ­ �L, " I I � , �,Z_j, � " ,"r .1. ,�� , j �� I `1� , d�,�,� , : . I , , , , I I I the specified design wind loads. i 141-1, I b I e. � � 'I � , , 11 : , , , , .- _. ----.- - -_ - I -1 I - ­ ____ -_ � .,.-,.-. I—- ­ I , � 1 ,,, I 1, �11 , � I � ,." "'. , I , ­ � ­­ , 11- . � ­­ ­ .- - I � - - - . .... - . - ­ I 1. 11 ­_ I 1-1 1- --- I I . I I .. - . I - - I I � �­­�, , , . 'V " '' , 1 � , , I � *11 ., I 1 ,,�,! , A ,, , � , , , , �� I $", , I, " " �, �', , � I I � . I . I . � : P,,,.r,, �,�, , , � ., L �, I I . , , , , , , , , � ��_:" r I I �,,� I ; A�� '. �;,', I , , I I . ,�,p �� :; i-,,� �,­,,,,, , I . I I " I �,111,� , , ;, , ", I., �11 I , I �, r �;� ,,�, - I , , I � , 1, �� � 1: ,,,,r "I : . , � " I I � , I - - i - Z& - cl �t ,I , i: t I � , , It , I I I , v, 1� " � ' � P� ) r2 1 10 W �� I 4 , �� I 1, IV, " ' " Loli"i"""' ' rtLd /ba,;" Iri ,I i ( ilc�j )JI I �,, Ild na, . �, � 'I 1, .1 ,4� 11 I 1, , , �1�1�� � I I �14 �, � ���� "" 1, �LL, , r 1 I I " , , I , I . � 1 , �11 �1� � �, . . I 11� � , � ", c V , , � I "", :�...�.,'J L �,;`�: , , I , 1 �� : , ., �t � � 1;',� I, 1. , , . I ­­,,.,�,�,!` �, ,� : I , " �, ,,, � � �­,,' ;�,,, :, , ,� , , ',�` , I ­', � i 1�, ":, 11 - I j , I , , , ''Ill, "r- I I � I � I "��.�', , I � ; '�' "�,�; ,,, I I I I I,` I - , ., ,,,r,,,, ,., � , 1, � I . ,�� I 1. . ,41�111 I )11.1� ,, ,Ii�� �,N�"�7� ., ;,; 1. , I . j, �, ,,, I � I , � I -, I , �,� , � ­�, � , , ,, � �i,�'Ir- " ''r" I .. ��, I . I I 41� 11''.., .1 1, I .1 . 11 . �'�J'', ,'�2,�,�,,,_�.� 1, . I I ,�,,, � " ,�, �1,1'�Oi ". - . .. . ,,,e�'�,�'�,,,1,0­1, � - 1. I . , � ;1 ­­����­­���� -._--1-__..1_1- --11.- .. .... -1----.__-1.__-1 --- 1-1---l-I .... , .1.. ______ -1-1 "I'll, -11-11111111 ­��­­.­­ "I'll, ... ­­­­ _­ _ - __ - , , ­___ _­__ ------------ - _7_77�_____1Z1 F7 I., IJL� ­ 1. ­ ­ - - � - A�. -11-1. ­ 1. -_ - - I I � ,- 125 , - - ­_ _­ - ----.. - - , - 1-4 � ­ . ­ - . - I.. I __ _1�q ..--.- ­.- .1 . - � I 1. . . _­_____ _­._­�Ll - _12t � .. - � - ­­ - _­ , -d . , � 7 � EL.24'-5"+/- L________ , OPEN P-0' CLEAR ,--7x- -"--I/ 26 GA, COLORED/GALVALUME RIBB ECIS �� :L . , (�1(0" RIDGE VENTj ONE PER BAY :ZZ ____-==_______�________ , . I . ;::= ­- -- ;;==Z====._,, .- ____� _� _�_ �___,4�___ ������ 1, ", 1. I . ___ - NEW STEEL FRAME" T I (EL -_ I I I I 11 , --l."', I'll 11 I C/ � I 1'�, N I , '1� I I," I I I "I 0 I -, I , . . I I I .10 ;__4 , I . ------ ------------------------------------------------- ---------- 1 I I I I I 1� D "" I I 1. i I I ''I I I .CENTER LINE RAILS 11--__'d I I E I . 1,/' � � I ---- -4 - .1-1 81 Oil I a I _ 81 Ott — I . 44 . 8 ___H CD [_ I I I F-11 i F �D tl- I I ,� I I �D [it -A I 11 0- (i I TOP OF RAIL EL,O -8 +/ , '�� I TOP OF TIES EL,01-011 i ! � I t. I I ; I : ___ ­ - I-.,-,- - - -) � - ___� --------- = ------- 1---�---� ------------- - T - __� __k h --*-----r.* --------I---- . ------- ___ r---------- - 1- ------- -1 S-IM(OUgGH Z�B � lb / �11� SCALE 1/ill== 11-011 391 411 ,] OUT TO OUT OF GIRTS I . . - _­­­ I . - I ­ I I I I I � -1.1 I ­ ­ I � I ­ -.�----..-.-.�-.,---.�--...-�---��------..-..-�--.---.-....� -­ � ­­ ­­­­ - .­.--­---­ .... .. ­­­..--­­­--­ _­__.__.._.­_­_­­ ... .... -.-I.-.1-1... I., .... .. _­ I - ------- ­­___­__­ ..... ..... ... ­.__.____._______­­.__._. F I::-- - � C, � _- I - � .- F- I C� //`\ T I __ 1",� 5 ._-._..___1_1., �--���---��-,�",.,-,-"���"'',.��.,..�.�,�.�''.-�,.----.�-�,�,-�."-.�.,�.---.1�.,-.-....-,-.� ---- ----- ­­­­_ __ __.. -­-­ - ----- _-__-._-.1__-__ ---1_1 ------- - .. ­ -.---,---.-----.------.----.------�-.-..--,.�.-- - 1 4.7.7 Standard Wall Panels (6,-0L0fZ.e,_-)) I JA 2 Door frames shall be non-harided universal type I . raine, I , \-, !1� A. Willi panels Shall I -,)e Secured to giris with # 14 sheet metal gage gpivanized steel with reinforced recessed hinge plate . screws at a 11120(ilullill Spacing of' 12". 5. I. 3 b ors Shall be furnished with ,it salin stainless ste � c /ks, 1, It. A[ the endlaps ofrib Sheets like inaxiiijuln Spacing 2-1/i " Bac,,%k & A.S,iV strike plate. , shall be 6" � of' tile major rib for Rib 12 5.1.4 Optiontt�pilnic hardware shall be ,I horizot 11 /Push bar of for Rib 6 and oil each sid,. 1� ` it I I "' panels. Wrought Steel otiannels and available eithe EXIT only or I 1i ' C. At tile sidelaps of' Sheets #10 Sheet metal screws shall be ENTRANCE and\�XIT. Slight pressure o tile push bar .shall placed a tilaxilnuill of 18" oil center. release tile door latell, for immediate exi i removable mullion � I 'Ino . 1 4.7 . .8 A��hitvctural Wall Panel shall besecured Io tile sill girisand shall be required for &�ble door ope k /ngvs. eave or rake with it concealed FA13-LOK` fa,;tener at 16" oil 5.1.5 Each door leafshall, -wing frp I 3-41/2" x41/2 steel full 11101-liSe. Centel'. plain hearing hinges s� �, / . af� na nufactured Willi one coat of' 4.8 FLASHING, CLOSURES AND TRIM 5.1.6 Door leaves ,it I I Zlt"e , 4.& 1 Flashing and/or trim Shall he furnished tit tile rake. corners. tinted gray printer. \ The threshold,.> beanextrut dilIL1111illtitilStl�II)et0l)rO- and eaves: tit frained opeiiingsand wheneve, nec, 5.1.7 11/i I 1/1 � , -Ssary to provide weather lightness and a finished appearance, Vide positive wead er Seal. � \11, ue )u, 'n'v ' , L w"an I , 01", Oil" 0 - IS wl I ac tL .."lig ", - C LC -O x 5'1'. 1 1 8" x 62) _ , all( 60 " 'is � and , , I ` /00 4.8.2 Sculptured rake trim shall be roll forined _26or�optionti-P-4 5.1.9 . Optiona 070 Glasslite doors Aid( have [lie following gage material 20' long to minimize joints. Other trilli shall be 26 al penings wi factory pre -glazed tempered gl"�� gage. CECO: x 54" 4.8.3 Sculptured rake (run material shall be Galvalutile!ft-weel AMS 8" x 62" I \\ t5(W)O-P.%i::.yicld��.�ofitiA�)rlii-t-color Coaled galvanized steel Con- 5.1.( 4070 and 6070 door packages tire available Upo r �LiUeSt. 11 eCifiCiltiOnS Mid Supplier inay vary froin above. forillint! to ASTIVI Specification S4.16 Gnide D (50S0 psi yield). � I, - " � , 4.8.4 A formed pa net ma Ic It ing tho slopea nd profit le ol'ad join li fig 5.2 SLIDING DOORS ),- 1 6 1 -1 E--: fl� JE�n 1&�� I panels shall be provided along the building ridge for Rib 6 or Rib Sliding, door leaves Shall lie constructed of' bolled Steel fraruing 12 panels. A ridge flashing and cloi;ure shall be used With Master covered,with RIB 6 or RIB 12 Panels. Alternately steel fi-6111ing Seam iind Supreme Seam llanels� A preformed InClal Outside shall be shQp welded when size all(] shipping will allo�v.,Flle door closure and ridge flashingshall lie tised with Pro Se,lin Pililels. leaves sliall�,be adequately flashed and con lie�-Ilashed for N I ,on weather tiglitn�S4. 4.8.5 Closure strips mawhing the profile of' tile panel shall be \ 5.22 'riiele,tves!il)4�ibeSLISI)Ciidedl' i ,I galvanized steel track installed along, the rake and/or Cave where required for weather \ �9 ii� �, tightness. Closure strips shall be closed cell, senii-rivid, ci ossli liked by dual -wheeled. galvaikized steel, pefinanently lubricated trolley polyethylene foam laminated for strength and L1 uniforin com- hangers. The track bracket�s �,ridlt`rolleys shall be protected by it pressibility. Melal inside Closure strips shall he used tit tile eave tur cou jiter-Ilas lied flood ,,,,. 111\1�� Pro Seam Panels. 5.2.3 The door shafl1he eqLlippc`d'%�1lh it galValliUd Steel handle 4.9 COLOR FINISH and slide bolt I- t ,It assellibly which\ I� fillits Padlocking from 1�ither iiiside,u outside ofthe building. ,-, Nl\ 11 ,� 4.9.1 Exler'or steel surfaces shall Ile GalValfflue' or optional 524 S' iding door iambs and headers (when'rQqLlired) shall be I , color coated galvanized steel, COIL ,1*��rined channel sections having one standa'kf.,jU , . �1. — Ql�_�I,pj A. Color of,ruel'-panok. wall patiels, and corner trim shall be I PlillneL ------ �_____­ -, selected front tile standard ae,,acolurs. � 5.3 SKYLIGHTS ki 0 H F_: g E(�� I r> B. The roof ventilators shall be Galvalume', white­,ur.brk)%Vn. light panels shall Ile general purpose glassliber Ill - C . GUner. rake trial, dOW11SPOUIS, cave trini and dour llashing 1�0� loltyester structural plastic panels. shall be Cial3alunl&,wAw-l)i-el)�iijite(I galvanized floin Stan- '---- dard-0.,mi. colors. 5.3.2 Skylights 31nill,.be white sinooth .s�Lcftic inished, have it profile matching the roorpai al W17all Weigh eight (8) Ounce$ 4.9.2 The Color SUrface shall be ,I silicon-polyestef co-polyiner Ry ill! . ' persquare lbot. Skylights ( 51A, Pt1,-r523-72,'Iype I (burn rate of resin type to give superior adhesion and durability. The Coaling not less than 2.0 inch per-m-i'l, tile). (Note:'V6'1un,Wry Pf0dLICI Stan - shall be it T.D.F. of' 1.0 inif thick (+ . I inil). "I'lie re�trse or backer . dard PS 53��N`S`Ljed by tile U.S. Depilrt[iiel�i,t)i:,L,Oillllkerce - coat shall be ,I parchment color, straight polyester %%ith aT.D.F. of Janua�y,!­-072. has been replacedas the Standard Specific-ation.by 0.5 mil thickness. - ,W,' I'M 1) 3 841-8 1.) 4.9.3 Tlle&�-Acolorcoaled wall panels shall Carl-) ,I 5 yearchalk 5.4 CAVE GUTTERS AND DOWNSPOUTS and fade guarantee. 5,41.1 Sculptured cave gutter 41��­ x 5" shall Ile roll fornied 26 gage I omptiortifI44gage "O'long for ease of erection. Gutter shall be fas- tened with gutter brackets tit 3' splicing after roof and wall sheets 'I re in [)face. Contour of tile gutter shall match the rake llashing 5. ACCESSORIES 11_110i� I E�-� r2 1 5- (�.) I 0. and allow for easy lield miler ol'the corner without all auxilliary . �corner box. . 5.3 HOLLOW METAL SWING DOORS 1__� I 1____.__1 . _­') _____ 1 5. 1 � I , 070-kiour leaves shall Ile 11/i" jhick._MI_.Jh.fsh, 20 gage, hot , (lipped galvalll'�ed-(_QO ). I'lle le�aw%-51fall have all eXpall(ICLI polystyrene core. it closed ,1�)1l`i-_:r_1g�q Illerill0plaStiC tualffial 11SCLI . I. - for insulating ill otjpjr lea( orcold. wffh­w��(Y' factorol'.10 and "It" factor of' ,�:-Mourld transmission ol*.32. Nl��fs-or_Q,�eeds Fcdcral 5'pecl icallon 41-11-1-1-524-C types, 1, 11, Ill. ______ lli�illlllliR P',��,,,�, " I I � 1� � ,e , , � � � ����',,,.V�,t�.,�,���,�,l�,�,,�,,,�i�,� , � - , , � I . ­ - ­ ----.. __ .1 . . . . . . "I -- - . I - � � � - -_ --- -_ _____ . -_ -_ . . : �, �, I ,. I I �� "I � A . � I ,�­ : ,� " I �, 11 � - - � _[ '*,L I , � t .�, � 1, ­� I — , i G� � -I I b N 120 . 1, ; - I ,,,,I i �r � ,, �� , ��l'] , � �L�', I I �- 1 4 . -�l , 10 i I . ,�) I 1.� 1 �5 � ,-11,11,11,11,11,11, 11 "' .", . I ', -, I 11; [ --""""""""",'ll""I'll'I I ____,_____;_..L1 - �L - -_ . I L"...., . .,I ,��",*,N , , , 'W�, '� , � I I I I ,--I--,--- � . .. _. - ._­­ - - — - -.-.. _'.. -_ --.-----, ­­.— — - .-,.-..-----. ­­ 1. I. ­ . - _. _ ;17'11�,", .... .. �,4, ,�'­& �V� ,�` � I � r I" ,� � ,4.,;— — -- , ; , — - I _­­ —.-- -----.—,---- __.__._..___ ,_______... __ _­­_ -­ � � � .­­­ I -­ ­ - 1. � [ " "'. �.', 1'�, - � 1. � . I "I'l""I'll""I'll'll""I'll'I ......... I'll, 4.*" -.*4 -.*4 "I'll . I I "I A - 1. . ..; , --1-11 I I . . � 1 I : , ", ; I " - 11 �� : � , � I I � �2 , � �i , I ,�, I , I , � I , I '_ � �� "o , � i " 1�, , , 7, , " � I ! . . �,0', j � I . , ; �,,� � I I . , ,� � k I , 11( 1. 11 L I I - . ­ F . ­­ .. I.. _.- _�� /[­--­..--,— - '211 - , " fild, ­­ _­­ ---- -- 2_�­)1___,___­_ M � 1Z G - I I -.1- - . 1. . I , . � I -.�-�--��-��-,-�---.---�--------,,-- .­ I � 5.4.2 Downspouts shall be 26 ga�e steel 4" by 4". Downspouts Shall have it 45' elbow at tile bottom and shall be supported by attachment to the wall covering at 6' maximurn spacing. _::� I 5.5 WINDOWS Kc) vi e F?) r C;) �..51-fWrizorital ,Slide Aluminum Windows Shall be Sejf-Flashi-lig, " furnished witha saJi lock, weatherstfillped, anda liall'screen.The I 11 ' exposed surfaces shall be (inished in bronze enamel paint. The : windows shall be factory . gla,Nd with double strength (DSB) I ., ". glass. __. 11 I , I �­ - . 1 5.5.) Accent � , . Yindows shall be Sclf­Flaslii�ig Fix�� Glass. The i � exposeq_surfft�es shall be finished in bronze crianiel,paillf'. The I willd(;�'ys shall lie factory glazed with tioled tempered glas�.­­, i I 5.6 VENTILATORS Ridge ventilators Shall be gravity type, fabricaied from 26 gage Galvalunie" steel orgalvanized steel painted white. All ventilators shall be furnished with bird -screen. 5.6.1 Continuous ventilators .shall have it 9" or 12" throat and tire furnished in 10*0*' lengths. Solice plates and end calls. where required, shall be provided to make up tile specified length. Dam- per Shall provide ,tit adjustable opening tit the throat and shall be ofthe manually -operated pull chain type. 5A.2- .-Circular-venti llato"-A al 1- have -i iiiel,iot,-I)afilt�,-�,i�lid.extai-.ikyr win d-balid-doiiigned-t"rovide- max itnittili-ti ir-flowi-Dim i ptr3-Ai-all be -a- bu tie rlly_typl� o[)orated-I)y-tk--I)tii�,eiiiiitir 5.7 LOUVERS �--101-,�E�` r'-1 E� I C_� E:ouver,�sliaILL),�l'itbricitted from 26gage gal Va lIiLedSI5dA'I1d.,Sh1dI ""'61; � have overlapping ildes-for iii�ixilAwi�,vetitif�r—tiTlitiiess. Blade Shall be Iixed %y��hiiiiegi-irl'151�d-se—i,eei�.-C'61br-sliall,i)u.�Vilit�l�iiless o1h(+fw1Se-5p`ecif'1Cd. I '--,,- 6. BUILDING ANCHORAGE & F 0 UNDATION 6.1 ANCHOR BOUrS Anchor bolts ,shall resist 100% 01' the Critical COILIfull reactions (shear and/or lellSi011) deteffnilled frorn the load combinations. The Manufacturer is responsible for design of' anchor bolt dia- illeler and projection above the coocrele foundation but is not res- ponsible for tile transfer ol'anchor boll l'orces to the concrete nor tile ilde(ILIaCy 0ftlIC anchor bolls in relation to (lie concrete. This is tile responsibility ol'the Buyer. 6.2 FOUNDffION I lie building foundation shall be designed by it qualified engineer to support the building reactions in addition to other loads im- posed by the building use or occupancy.The design shall be based 0!1 actual jObSite Conditions. Foundation design Shall include pro- visions for holt cinbedillem. length. hook. hearing angles. kickOL11 hars. tie rods and any'otherassociated items elllbeddCd ill (lie C011- crete. -�)t��ai,t-Sit,�si-giiiidiiig,s�lt)t)-,-tlf)eAi-flt)[-dt-3igii-i'l(,)r-tts,itiitl,#-Ft!�i- 1"4-.,,i[+4ii��-fa�.-tlit-kiesiliii-..iii,i(ei-i;ilg,-o�-w(.)FkttfttiH. llrir�-ol�-tll& IbUndalloll. � -1 - - __ .. . I I � . I I I I I __? /) &4�,VIIZZ Z_ I �_/��_ �/ � �_d_.,(,j 2-1 Qll�l 'M' I V, 1, I � . I � -11 I . I I � f I ....www,. , JA � l' 1 t 1 150' V T 1 NEW BUILDING t, A �. a prrl.� 7, J r 581 .�7(� ((�� ' 4" 20' V" k EXISTING DROP TABLE BUILDING � � C ( Q I E � OF i �y 1�f, t, 9 , ,l 6. �� l'4" r 1' 1"`�" 0' 25" 0� 25" 0" 0" _---d -- 25' 0" _ ._. ,•, , ( 22' fi" 21 O, r 11) Irl ( 1 1 I 1 1 I I 1 •ad" ' ry I ' I 1 1 1 REMOVE AND RELOCATE � r'.prlr' . �• REMOVE TWO EXISTING FLOOD IGHTS iAND G EXISTING FLOODLIGHTS 'REUSE IN FUL DELIVEY SHE ' TO WEST END OF NEW BUILDING i ytl 4 {t) I Z. � I b ---------r - - - - - - - - - - - - - - --.--N- - - - - - - - - - - - - _ - - - - -_----... .. ,. «,. .. ,....«.. «. .,._..__.:. .. ... .. ..-_:.. .,-_ _.,. .. «. a.. w.0 ... a,w/nmwwra+w-m n...... i wwwmvra�a unw uv m�ap`yu. I;„ r ... Ir- _. .. .. ... .. .. ,.. _. .. .. .»,. .._:.. .. .. .. _.. ... ... ,,._.. }{, ..,..,.-----..._.------...._...----"'__'.'-,. ._.- ... .». _.. _.. .. .. ..._ _,__...-___. ,�._ mn w:wwmwoe wxa rmu uw ru vrowwwcamm..wae uevw .wr..u.w.m �w batt, a R,^ 1 ......-•^-^^^^^-I� Ilw, ..- H __-------- - �.---------------------�-C"\ -t{ ______ ___,•___________ _... ..___ _ _ _ DOWNSPOUT I I 11 D WNSPOUT — ; r i DOWNSPOUT - " ((1— -- --- D 17 � i � _ '•._" _ ^---.•_ ... „mow 'n Ir �.. I... 1 I - ��- ., .r--'- " '""_-"_ _ ....o..�) _1 . '_" ,�.,....,,,, ,,, �'� g"�' re. g `I \p +� v is ,� I � 1 «-..�^^�" r III ,....,,� wa I I � ,,,••-� 1 I ; 1 if I-+ ! CL-NTERL.INE RAILS � B �Mi 14 �I� i Y • 1 I I 1 In I I y dsi t,1 r I I I I I _ � I it- af I 1 4 EXISTING DIESEL REPAIR SHOP 3 RELOCATED FLOODLIGHTS „ � „...-���`�""" �,� 1 ii ( _ � �� 1 r r r,a I op,r r � 1�, � i � t 1 , L I 1 r ✓"� °*r'�„ ' P�„ I 1 I �� - s----^�-- .» �� w �,,,_� �, �� i U � - yam,,, _ _,-..__ � � _..... sp lne°: e � ` Uri r;�' ,t �I ..� I .. 1 (' "� o^""'✓ � w."`.,.,,,,,,� SCJ I1 ' "'.-.,,,. 1 r ..-•-«". '- -.""'" ,...,,,,_„ »,� l�fjVffa er,t Y,a a � r.: _ I ��� I � I �� 1 ✓- 'M i j s - ....._.,. - ...._... - —,,._ - — - .-.,.— - — _ -_ _ r _ _� . _ — _ � a _ — _ __ __ . _ _ _ — _ — _ _ __ _ 4 ,d"1i �i/-�-.ma« D-18 If 1 w ` `~--- CENTERLINE BETWEEN TRACKS II I . 1 ' ..--..._._.-,.,_ _ .,. i .» ,.�.:.:»......-..,.»... .. ... ... .. .-..«.._.. ...F....,,..,,...:,..... 4. ,- ....-..,.,...»,_.».�. .. .--.•___-.-••_-_ ... _. .. ». ..�_.._. _ _. _ _ .. ..»»,_..,,«,.._. ... .._ If I �, If ' 1 /r CENTERLINE RAILS " I D-12 D~23 i I �d���l �k} �+ r - i I - I 1 I �„ +...,,rv,_ .� .. .... ., ....�I ,...-...-- ^' .'-'""""'" -' i , I I ^«-�-.,`»" -"' .-.-�.-.•..... _.,�_ ... I � � - "`.»-- - -yw � 1 I rE00 + '�. ,. �acuwow.umnmw�wmw�wmmmar�uux�w+ti�,ww.ww.•s. d, p.w�.wwoWa- �ww�w�+wv.m�uar>www�•rw+w<w� (s � , W ;,.-.. _ - wnmur+v�su.rv�+a�verw�.watirearoa+aWmw .,wr..a.,vww»:wunw•w.Www a+.. +--- EXIST EXIST. DOOR t r EXIST. EXIST DOOR EXIST DOOR. OOR DOOR WJ r W r WE --- L`3r(--"TMr/"tAL PLAN WEST SULDD N SCALE 1/8 rl, t t 175' 1' J K _•..,........:.,...........a......•..........,.-�»:....,.«..L MI _..._._.._.......-•...........:,NEW BUILDING N �......�.._00 21 "' 6" J' C' d' C" 25' 04 2'0, . __.-_._.._.:.....' V" P 6' 0" 0�I 14 REMOVE 3 EXISTING FLOOOLIOHTS AND RELOCATE , h1 2 TO EAST END OF NEW BUI DIN --- , I___«,. __.. -. .. .... .. w. -..._...._....__".L----------------------------- - - ----__-__-_----_----_-----------------'-.___-_____�.�•.__.....___...«.,. .___________-.,y.:' -__-_-___.._---___--_----------__ 1I- -------------- - .______—._—__—_______—______ —__�_—__---___—______—______________ ___________—_—_____ .—______—__ _______—_______ ________ _____ _� ' _ _ _ _. _ __ __ .__.___._—._._.__._ — _...._._.._—_.--_.._— 1 If J } D— ECJ ,.�y._,_ ....L ,.,. I I .....,,„,,. - -""' �"' ". "' ^.,,.-... «. `""'-:.». - r--' "-•.»....,, 11 I 2 RELOCATED FL(DCD LIGHTS I it if i� :Rl»ZNE RAILS \ L �,I P '.� `.«'""" ... ......-.+-..._'- .:. ...;.«+-....w..-. .. ...r.. ... ....... � _ � �� ��; �..._.......... ... 11 ... _-........_...�-... «. ....,...w„....,.«...... ,.. ,.,..�.. .. I I � ._ _ �. ......_.„....,_»...... ... I ... I � '._-(el""' I � \ EXISTING DIESELREPAIR SHOP 1 ;; ( it ,.„o«,,,.,. - ,.—...- -—....«......•...._ - ..—:.- ' ._...� ..,...r .» _._,..._ ...:.:...,. ...:........ ... _.......... w.....,.... _ ,_..:,.. ,............:,. - .r�_ _ �........ .._..... ..,..,...». - - — - - _ "-- _ � _. _�. -------------------------------- _ _...._»_._. _ _ _' _' _ _ _ _ .. ----- _ _ ._ _. _ „' _ _ _ �• _ _ _ _ ........ _ ' - _ " _ _ ._ ..... _ .. J I yl, III „ `"" 1 If =RLINE BETWEEN 'TRACKS �� I I. bl 'far kl•.�. - .+�«�.q 11 I III II I I ' _ FMNE RAILS ( rn I It I �I I it ....✓�+'«LLLit ..tow....._....». �� ._ _. .. «. «. ,.. .. «. .__.. I _-_...._._.._.-..-...-........-.,.«.. «. .. ., .. .. ._.,. .. ,. ... "...»----„_---_-----..--_.-_-------__... _...... .. ... ,. .. .__-_._..._-______.. _. ._.. ... ... ... .��. _._.__.._.______..__-.,. .. ... ,»..,. .. _... «--.. ..__ _ - _. .. ... .. _ _. .. ..__... ... .._ _T 't- _I .. ,.. .»... .,.. .. _.» _.. _., ... .._». �, ,. _... .. .. Tr-• '--__-__.... _.___... ,.. ...__.. «.-----------_-_------"------------- - -«_.___.. _. (r ._- .. ... ... «. _-.___..__._ _.,. ._ .____ __ - -'-- -- -_ -_-' - ___--" _- - ._.—____,;X' QOWNS OUT——— ' —' O F X�t ClOW�15CUT — I � � Xh DOWNSPOUT D-29 ALL NEW LIGHTING) FIXTURES TO BE EOUAL TO 1 fly' REMOVE EXISTING ELECTRICAL PANEL "DIFUEL LITHONIA MZ TEK MODEL THS 1 AND INSTALL NEW ELECTRICAL PANEL a0” DELIVERY ` PANEL TO BE TYPE NOOB BY SOUARE D OR EQUAL SHED 250 WATT HIGH PRESSURE SODIUM FIXTURES UNLESS OTHERWISE NOTED " PROVIDE NEW BREAKERS SIZED TO MATCH I EXISTING ALL NEW LIOMTINO BREAKERS TO BE 20 AMP SINGLE POLE, ht �T R A L P L A N E"A'S"T 9 U L D N SCALE 179" '-0" "err t ya i,;i e .. ..,... �'_..___,..._...4..-_...____.r._.... ..,.—_.i.-:. .........—� ____.__..__......__..._..,.,.,,....--._._..._.._-___.__ _.. ._--___._.. _._... .. .. .. .. ......_. .......___..... .. I tf o rr1 �"r w ,i:,r �)! y a R , 1 • ; „r l , l� 4J y REV 5 UN IU "SPECIFICATIONS ATE SHEET TITLE GI iV kIAL POLL UTION CONTROL FACILIT Y HIM SANFORD, IRIDA —NgTES — A BRANDON, FLORIDA 33511 I. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL RULES AND REGULATIONS OF LOCAL GOVERNING AGENCIES, LOCAL AIA UTILITY COMPANIES, AND THE NATIONAL ELECTRIC CODE, 1987 EDITION. DONALD F, LAHN, Alk ARCHITECT. 726 TRADEWTNDS DRIVE BRANDON, FL 33511-6236 _ FRQ �1rI,��,��,��}� ; 2, OBTAIN ALL PERMITS, PLAN REVIEWS AND INSPECTIONS FROM AUTHORITY HAVING JURISDICTION. rt� a. ALL WORT{MANSHIP AND MATERIAL EXCEPT LAMPS SHALL BE WARRANTED TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM � THE DATE OF SUBSTANTIAL COMPLETION. LAMP'S SHALL DE WARRANTED FOR A PERIOD OF THIRTY DAYS ONLY, 4, COORDINATE ALL WOR14 WITH THAT OF OTHER TRADES, GENERAL CONTRACTOR SHALL RESOLVE SPACE CONFLICTS. ,._...m 5. REVIEW ALL EQUIPMENT SUBMITTALS PRIOR TO INSTALLATION, VERIFY LOCATION, SIZE AND -TYPE OF CQhNECTIOhS, COORDINATE DETAIL, OF EQUIPMENT AND CONNECTIONS WITH SUPPLIER AND INSTALLER. DEA"i�R1GIL�i_ I I 6. ALL MATERIALS SHALL BE NEW AND DEAR A U,L. LABEL, 7. INTERIOR CONDUITS SHALL BE EMT. FITTiNGg* SHALL BE STEEL, SET -SCREW, 8, EXTERIOR EXPOSED CONDUITS SHALL DE RIGID GALVANIZED CONDUIT, 9, UNDERGROUND CONDUITS SHALL BE SCHEDULE 410 PVC. � 10. BOXES SHALL BE GALVANIZED STEEL, NON-GANGABLE, WITH C014DINATION KNOCKOUTS. 11. CONDUCTORS SHALL BE COPPER, 60OV., 75 DEGREE C, UNLESS OTHERWISE NOTED, 1, DEVICES SHALL BE INTERMEDIATE GRADE, IVORY COLOR. 13. ELECTRIC PANELS SHALL BE LOAD CENTER TYPE WITH GROUND BUS. I 14. SAFETY SWITCHES SWILL BE GENERAL DUTY WITH GROUND LUGS. REJECTION CLIPS SHALL BE IN SERVICE ENTRANCE SWITCHES METHODS_ - 15. ROUTE EXPOSED CONDUIT PARALLEL AND PERPENDICULAR TO MAJOR STRUCTURAL MEMBERS, 16, USE RIGID GALVANIZED ELBOWS IN ALL PVC RUNS. 17, DO NOT INSTALL BOXES BACK—TO—BACK. PROVIDE MINIMUM OF SIX INCHES SEPARATION, ;I 18, INSTALL 'ENGRAVED NAMEPLATES 'TO IDENTIFY ALL ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT. 19. INSTALL TYPED OR NEATLY HAND PRINTED DIRECTORY IN ALL ELECTRIC PANELS. REVISE DIRECTORY TO REFLECT CIRCUIT CHANGES MADE TO BALANCE PHASE LOADS. .r a,1:;:...>f P 4 e..,,:r. H r:.,". ++. ..i...... .....- -;„v ' __.,«:-:_.....,::...:e......._.:...._........_.. .... .... .... ..: ... .__..._____,.^-...... _.._ ,.. y M /' / 1 ( Y FI / '- /) • (1 ^ /�,':._ J il, a �, w � ,�, , , .. , , ,, _,..� � .�.,..•-.- r L_L- i REV 5 UN IU UE$CRA'TI ATE SHEET TITLE ► � L l J 1 > i" � G?% L L/1% '� 1 POLL UTION CONTROL FACILIT Y HIM SANFORD, IRIDA GfJ,HUTTON, GENERAL_ CONTRACTOR. 433 Ea BRANDON BLVD. BRANDON, FLORIDA 33511 AIA DONALD F, LAHN, Alk ARCHITECT. 726 TRADEWTNDS DRIVE BRANDON, FL 33511-6236 _ FRQ �1rI,��,��,��}� ; (815) 588 78 PERMIT 0 R 9 01 D U N T I A L M M V R 0 1 A L 00 0, W N VR CONTRACTOrt,, VALUATIONJ'A-� PERMIT FEE TH118 APONOVAL DbEb NOT ONANT PERWBSION TO VIOLATE ANY APPLIOADLE CODE, KEEP THi b PLAN ON JOU AT ALL TINIM