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500 Gordon St 02-2280 Underground diesel tank Bluebell Ice Cream- SANFORD FIRE DEPA!T�TM*,,NT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 F D Plans Review Sheet Date: September 19, 2002 Business Address: 500 Gordon Street Occ. Ch. 42 Business Name: Blue Belle Creameries Ph. () Contractor: K.C. Petroleum Ph. ( 407) 399-4630 Fax. (407) 469-2994 Reviewed Reviewed with comment [XI Rejected [ 1 Reviewed by: Timothy Robles, Fire Protection Inspector Comment: Instillation on one(]) 10, 000 gallon diesel tank (underground) 1.1 Application — The Sanford Fire Department will require the following items to be field verified prior to C/0. 1.2 Fuel Dispensers: Shear Valves 1.3 Main Shut Off: Function Test with fuel dispensing 1.4 Fuel Dispensers: Verify Ballard's in front of all fuel dispensers 1.5 Fire Protection: One (1) 201b "Purple" Kfire extinguisher required inside cabinet at Fuel Island. 1 HIGHWAY NO. 46 2.5 MILES TO 1-4 W. RFlH STREET o W X I W W a 5 Y m a 0 Z PRO?OsE , ♦ ` JEWETT LANE SITE , VICINITY MAP N.T.S. PROPOSED BLUE CREAMERIES 1.77 ACRES 12,523.8 SQ. I F.F.E. = 35.0 F.P.E. = 32.1 8" THICK 6" THICK 4000 PSI TANK SLAB ISLAND SLAB FIBERMESH (4,000 PSI) (4,000 PSI) CENTERED IN SLAB 7 TYP. CONCRETE SECTION N.T.S. PETROLEUM PIPING QUANTITIES PIPING CONCRETE DIESEL 63 LF ISLAND 425 SF (6" thick) VENT 32 LF TANK SLAB 372 SF (8" thick) (LENGTHS SHOWN ARE APPROXIMATE) (AREAS SHOWN ARE APPROXIMATE) ISLAND SLAB (MIN.) GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. I a;"I 40 Cauj O GC] a t< F�-- C� CD mm ' I I ' SANrom SU►t D11 4a DEPT.` d E PLANS ARE REVIEWIED C AND AC CEPTED FOR PERMIT. A P CONDITIONALLY CONSTRUED TO BE A LICE THE WORK AND NOT AS R SE MIT ISSUED SHALL, BE TO PROCEED WITH 1 All CANCEL, ALTER, OR SE" PROVISIONS THORITY TO VIOLATE, x ,SIDE ANY OF THE OF THE TECHNICAL ISSUANCE_ OF A PERMIT CODES, NOR SHALL PF DEPT FROM THEREAFTER E ENT THE BUILDING F EOUIRING TION OF ERRORS ON THE OR OTHER VIOLATIONS OF TP "NS, A CORREC. CONSTRUCTI()M E OOES,. P Alll� 11T F, _^¢1 1 MLJ 2 5' RE ED SEP 8 2002 'y AUG 2 9 2002 W A 0 THT�! VL 1 W 0 z W Z W F� W O w � P O W Z W Co N® F�1 W � W 1.4 N CY) L N 00 W V) 0 O � 5 Q Z C4 w o Q N C4 d W > O Q L�' O � Ld Z � 200 05 a- ZO U to dam- `1 ¢ O co -7) U E+ �N O .-a Cat --. Dora �oo od Co� a � DATE : 8-30-02 FILE NO. 1420-P1 SCALE : 1 " = 10' STORE NO. 261720 PLATE NUMBER p I 42" MANWAY AND COVER; SEE MATERIAL AND EQUIPMENT SCHEDULE THIS SHEET # 57 STONE (TYP.) F.E. PETRO SUB-PUM AND LEAK DETECTOR EXTRACTOR FITTING DRAWN FOR CLARITY; SEE MANWAY BUNG LOCATION DETAIL 2"0 P.V.C. LEAK SENSOR SLEEVE SUPPLIED BY G.C. AND SECURED WITH STAINLESS STEEL STRAPS LEAK SENSOR 2" P.V.C. SLEEVE 4"-1" W. X 1 /2" H. SLOTS IN SLEEVE NOTES : 1.) PC500 BULKHEAD FITTINGS SHALL BE USED BOTH SIDES OF THE SUMP WITH BOSTIC SEALANT BEING USED BETWEEN EXTERIOR PC500 FITTING AND FIBERGLASS SUMP; PC500 BULKHEAD FITTINGS ARE MANUFACTURED BY : PETROLEUM CONTAINMENT COMPOSITES, JACKSONVILLE, FLORIDA. TYPICAL SUBMERGED PUMP DETAIL N.T.S. 3/4" ELECTRICAL CONDUIT 3/4" ELECTRICAL CONDUIT; 1-1/2" EMERGENCY . ..1 1.-.,.,— .--- a n -r r n 1 1 CL.11 IT n= %/n I vc 3/4" CONDUIT FURNISHED E CONTRACTOR; SEE SHEET 2 FOR LOCATION. 3/4" CONDUIT FOR SPEAKEf FURNISHED BY CONTRACTOR SEE SHEET 2 FOR LOCATION. CONTAINMENT SUMP (TYP.) N( 1.) ALL PIPING AND CONDUIT ENTRIES INTO SUMP SHALL BE MADE WITH PC200-500 SERIES BULKHEAD FITTINGS. 2.) PC200-500 SERIES BULKHEAD FITTINGS SHALL BE USED ON BOTH SIDES OF THE SUMP WITH BOSTIC SEALANT BEING USED BETWEEN EXTERIOR PC200-500 SERIES FITTING AND FIBERGLASS SUMP. P0200-500 BULKHEAD FITTINGS ARE MANUFACTURED BY PETROLEUM CONTAINMENT COMPOSITES, JACKSONVILLE, FLORIDA. 3.) PETROLEUM CONTAINMENT COMPOSITES' SUMP AT GASOLINE DISPENSERS IS SHOWN. OTHER CONTAINMENT SUMPS ARE SIMILAR IN INSTALLATION. SUMP SECTION AT END GASOLINE DISPENSER N.T.S. 1" RAIN LIP 1-1/2"0 FLEX CONNECTOR ENVIRON PRIMARY 1-1/2" PRODUCT PIPING FROM INTERMEDIATE DISPENSER ENVIRON SECONDARY 4" GEOFLEX PRODUCT PIPING PC500-2750 SERIES BULKHEAD FITTING; SEE NOTE 4 (TYP.) (4) # 5 REBARS AROUND MANHOLE CONTAINMENT SUMP TO BE SUPPLIED BY OWNER 60° CABLE (2 WIRE) SUPPLIED WITH LEAK SENSOR 3/4" CONDUIT TO PROBE ENVIRON PRIMARY 1-1/2" PRODUCT PIPING ENVIRON SECONDARY 4" GEOFLEX PRODUCT PIPING PC500-2750 SERIES BULKHEAD FITTING TOP OF TANK OR; SEE EQUIPMENT MATERIAL AND EQUIPMENT SCHEDULE DESCRIPTION MANUFACTURER'S MODEL NUMBER REMARKS REMOTE DISPENSER EMERGENCY SHUT-OFF VALVE (SIDE MOUNTED) - SHEAR VALVE PEMCO - 911 CONTRACTOR TO FURNISH AND INSTALL 2" X 24" FLEX CONNECTOR FLEXING - UL20 X 24MXM CONTRACTOR TO FURNISH AND INSTALL 1-1/2" X 18" FLEXING UL15 X 18MXM CONTRACTOR TO FURNISH AND INSTALL 1-1/2" X 2" UNION 250 PSI RATED WITH STEEL SEATS CONTRACTOR TO FURNISH AND INSTALL 4" COAXIAL FILL ADAPTER (GASOLINE) PEMCO CONTRACTOR TO FURNISH AND INSTALL 4" FILL ADAPTER (DIESEL AND KEROSENE) PEMCO CONTRACTOR TO FURNISH AND INSTALL VENT CAP - PRESSURE (GASOLINE) PEMCO CONTRACTOR TO FURNISH AND INSTALL VENT CAP - STANDARD (DIESEL) PEMCO CONTRACTOR TO FURNISH AND INSTALL 4" EXTRACTOR VALVE PEMCO CONTRACTOR TO FURNISH AND INSTALL 2" X 6" BALL FLOAT PEMCO CONTRACTOR TO FURNISH AND INSTALL 2" BALL VALVE PEMCO CONTRACTOR TO FURNISH AND INSTALL 3/4" SWIVEL OPW CONTRACTOR TO FURNISH AND INSTALL 3/4" BREAKAWAY OPW CONTRACTOR TO FURNISH AND INSTALL 3/4" NOZZLE OPW - 11B CONTRACTOR TO FURNISH AND INSTALL 5/8" X 9'-6" HOSE (GASOLINE) DAYCO - 5/8" X 9'-6" CONTRACTOR TO FURNISH AND INSTALL 5/8" X 12' HOSE (DIESEL) DAYCO - 5/8" X 12' CONTRACTOR TO FURNISH AND INSTALL 42" MANHOLE RAMCO - C421OWT CONTRACTOR TO FURNISH AND INSTALL 18" MANHOLE PEMCO CONTRACTOR TO FURNISH AND INSTALL OVERSPILL RECEPTACLE UNIVERSAL - UV70C-1212 CONTRACTOR TO FURNISH AND INSTALL 4 X 4 ISLAND FORM STRAIGHT PEMCO CONTRACTOR TO FURNISH AND INSTALL 4 X 8 ISLAND FORM BOWTIE PEMCO CONTRACTOR TO FURNISH AND INSTALL DISPENSER SUMP - GILBARCO B78XXX PETROLEUM CONTAINMENT INC. - PCI - EZ3420 CONTRACTOR TO FURNISH AND INSTALL DISPENSER SUMP - LEGACY JHA100 PETROLEUM CONTAINMENT INC. - PCI - MG2715X CONTRACTOR TO FURNISH AND INSTALL SUBMERSIBLE PUMP SUMP PETROLEUM CONTAINMENT INC. - PCI - PC4500SB CONTRACTOR TO FURNISH AND INSTALL 3/4" ENTRY BOOT PETROLEUM CONTAINMENT INC. - PC200-0750 CONTRACTOR TO FURNISH AND INSTALL 1" ENTRY BOOT PETROLEUM CONTAINMENT INC. - PC200-1000 CONTRACTOR TO FURNISH AND INSTALL 2" ENTRY BOOT PETROLEUM CONTAINMENT INC. - PC300-2000 CONTRACTOR TO FURNISH AND INSTALL 2.75" ENTRY BOOT PETROLEUM CONTAINMENT INC. - PC500-2750 CONTRACTOR TO FURNISH AND INSTALL SECONDARY AIR TEST REDUCER PETROLEUM CONTAINMENT INC. - PCR 2.7X2.7A CONTRACTOR TO FURNISH AND INSTALL SUBMERSIBLE PUMP F.E. PETRO - STP-75 (DIESEL) F.E. PETRO STP-150 (GASOLINE) CONTRACTOR TO FURNISH AND INSTALL CONTROL BOX F.E. PETRO - CB CONTRACTOR TO FURNISH AND INSTALL LEAK DETECTOR F.E. PETRO - STP-MLD CONTRACTOR TO FURNISH AND INSTALL TANK MONITOR VEEDER ROOT - 350-1 4 TANK PROBE MODULE 8 INPUT SENSOR MODULE MAG 1 PROBES - 8' INTERSTITIAL LIQUID SENSORS (TANK INTERSTICE) DISCRIMINATING SENSORS (STP SUMPS) 4" CAP 4" ADAPTER 2" CAP AND ADAPTER OWNER TO FURNISH, CONTRACTOR TO INSTALL PUMP CONTROLLER / CONSOLE GILBARCO - G-SITE GILBARCO - PAM 1000 - PA02630000102 GILBARCO - DUAL BRD DISTRIBUTION BOX - PA02610000020 GILBARCO - CABLE 10' D-BOX TO PAM - Q11542-52 OWNER TO FURNISH, CONTRACTOR TO INSTALL DISPENSER GILBARCO - 625-3 MASTER GILBARCO - RAC 4042-51 SATELITE OWNER TO FURNISH, CONTRACTOR TO INSTALL PRODUCT PIPING ENVIRON CONTRACTOR TO FURNISH AND INSTALL VENT PIPING ENVIRON CONTRACTOR TO FURNISH AND INSTALL VENT RISER GALVANIZED STEEL SCHEDULE 40 DOMESTIC CONTRACTOR TO FURNISH AND INSTALL VENT YOKE 3" X 3" X 3/16" STEEL TUBING, PRIMED AND READY TO PAINT CONTRACTOR TO FURNISH AND INSTALL UNDERGROUND STORAGE TANK METAL PRODUCTS 360" HIGHLAND DOUBLE WALL U.S.T. WITH HOLD DOWN STRAPS. CONTRACTOR TO FURNISH AND INSTALL 48" HORSEHOE BUMPER PEMCO CONTRACTOR TO FURNISH AND INSTALL 1 L_J 1 1 \L VI_.I \ (TYP.) TYPICAL SUBMERGED F.E. PETRO SUB -PUMP FLEX CONNECTOR, SEE MATERIAL AND EQUIPMENT SCHEDULE ENVIRON PRIMARY 1-1/2" PRODUCT PIPING PC500-2750 BULKHEAD FITTING (TYP.) ENVIRON SECONDARY 4" GEOFLEX PRODUCT PIPING PUMP MANWAY DETAIL N.T.S. W A 0 W (x 0 z V1 W W Tn W � Fq Q � W W � W V 1 m� � N 04 ono Lid (n Q r- o I oo M w o co 5 rn 1.. z o w o Q N Wo �® >a o 00 lid LL- W � LJ o z moo 0_ ON U ('1 Y O E-E d' O C,2 HC,2 c� �C'2 ocl0 r- 00t7 �O C�Q W DATE : 8-30-02 FILE NO. 1420-P2 SCALE 1 " - 20 ) STORE NO. 261720 PLATE NUMBER P 2 OPW 101BG-2100 SERIES SPILL CONTAINERS #5 BAR 18" 0. C. EACH WAY 8" CONCRETE TANK SLAB TILM FILL VAPOR OBERVATION 8" THICK RECOVERY PORT /—CONCRETE SLAB PUMP OBSERVATION IMPORT ,-TURBINE III ICI=I�� ICI _IIILd co W Q_J 0 J o I- 4,000 PSI CONCRETE TANK SLAB SECTION iol �I >I o 31.0' m. 0 N BUNGUXILLARY 0-0 'III 6.0' I =III= 1 MONITOR PROBE TO LOW END OF TANK II II 0 I II I I 0 -III-III :" I 4" ALUMINUM FILL TUBE WITH POSITVE 00 SHUT OFF SLOPE TANK I" EVERY 10' -III=III `:°, :°,`•'.: ' ,:`.'.:. TOWARDS FILL END o 'll, III, I�I,,,_II-I� ICI- I=ICI ICI ICI ICI ICI, � 2.0' MIN. 8' DIA. 10,000 SEE DETAIL A 27' LIFTING LUG (TYP.) III�IIIII�,IIII�,II SEE DETAIL B 12" �I AIII= lI=1 -III=1 „III,;,III. II®11®IIifllollim 2.0' MIN. GAL. GLASTEEL TANK AND EXCAVATION SECTION N.T.S. SEE TANK SLAB DETAIL _t t SELECT SAND BACKFILL GEOTEXTILE FILTER FABRIC PEA GRAVEL BACKFILL 12 INCHES THICK SURROUNDING TANK SUMP ONLY ANGLE OF SOIL 1:1 WITH DEPTH W Q A 0 w 0 z V1 W O Q � o W M� W 42" DIA. � � � N 00 c ID MARKER 18" MANHOLE COMPOSITE (SECURED) MANHOLE co C W a .- o I ® p r� U' v / ,,; o s z w V) 0 N Q00 a M / > O Li Q z U) U O o 4,000 PSI CONCRETE TANK SLAB PLAN 0 Z ry 0_ 0mr w U O 6 " CO/l/CFETE SLAB ANO fF,6_1NFOO/?C1NG FOf? 9 0' 01A1 Z_TEfr /O, 000 Gil L . TANff N.T.S. PUMP SHAFT PUMP INTAKE CQ INNER TANK BOTTOM N.T.S. N.T.S INNER TANK BOTTOM 27' 10,000 GAL. STORAGE TANK HOLD-DOWN LOGS N.T.S. wCQ 0 Mco � o� co g °' cl r- 0 0 +� o DATE 8-30-02 FILE NO. 1420-P3 S CALE : 1 " = 2 0' STORE NO. 261720 PLATE NUMBER Q L,J ry LLJ V) LL] ry J V) V) W In, Q_ x UJI L LI Q.' Q z O F- z LU Z Z Q z _0 V) Lil 11 O V) I- 0 ry J J Q 0 Lil L_- m 2 O V) Z O Q O 11 Cr O 0 V) F- L.L. O Z O_ V) V) 12 ry LLJ r z Ld r_ 0 LLI V) 1n Lil ry a_ x Ld Ld O 2 z O F_ 0 0 O LI ry W O LLJ V) Q Q) z 0 V) Z Q V) W LL_ O JY ILJ n O ry a_ 0 z Q ILLJ 0 LLJ V) LL O z LLJ V) z LLJ _ 1n 0 Z ry 0 V) L0 rn 0 TANK FLOATOUT ANDnce daaCHORAGE CALCULATION "Recomended Practices for Installation of Underground Liquid Storage Systems," Appendix A PROJECT NAME: BLUE BELL CREAMERIES - SANFORD, FL 12' 4 TANK.. • 4 a a SLAB' A A O OVERBURDEN A.2Weih fM ril (Submerge slues 60.0 Lbs. per cf Sand and Pea Gravel 87.6 Lbs. per cf Reinforced concrete 8,500 Lbs. Tank and Manways 300.0 Lbs. Sub Pump and Riser 7.48 Gal. per cf Water 62.4 lbs. per cf Water A.3 Reflected Tank Area u merge a ues LENGTH OF CYLINDER, Lc=L—D Lc=19.00 A.4 Tank Displacement Cu.ft. Gals. Inner tank structure Outer tank structure Ribs 0.00 Tank Capacity 1336 10,000 Interstice Capacity Manway Volume .94 7 Total Volume 1,337 10.007 A.5 Reinforced Concrete Pad at Finished Grade V= (L+4')(D+4') x SLAB THICKNESS V=249 CF W=21,812 3/8" x 3" F.B. STRAP DIELECTRIC MATERIAL 1 /8" x 6". FIELD INSTALL l I L A L4 bL 1 VVLLN I ANN' ) r UN NIUL I It-L_L IIVJ 1 ALLA 1 IUIVJ) HOLDmDOWN ASSEMBLIE__%1_!.1 1-1/2" ItCLEARANCE TYP. (4) #5 REBAR 7 N L _ j 24" [' or 12" RAD. RAD. ANCHOR LOOP DETAIL MATERIAL: #4 REBAR 19' MAX. 1'-6" MIN. 6'-6" MAX. H A 0 W O z o W Q p W F+-I co z OL 00 Q) N C Ti DOWN W V) o i2 f7 A.7 Volume and Weight of Overburden Soil Over Cylinderod N.T.S. 0 0 D = 8.00 Tank Diameter to s h= 2.50 Depth of Overburden Sc=[Lc(Depth)+(Lc+4ft)(d+2ft)/2](h+D/2) a 0 h z Lc= 19.00 Cylinder Length (Submerged Value) Sc= 1400 � N o B1= 372 Area of Concrete Slab at Grade cf DOUBLE WALL STEEL UNDERGROUND o V = 10,007 Tank Displacement Gallons STORAGE TANK 1,337 Tank Displacement Cubic Feet Tank Riser = 62.40 cf (Mwv) N U-1 0 Z so 0 � J HOLD—DOWN STRAP o W M = 20 Cubic Feet of Void in Overburden Total Weight of Overburden = 80,256 Lbs. PROVIDED BY FRP TANK MANUFACTURER (TYP.) � o � < o 0 A. WEIGHT OF OVERBURDEN (Sc — riser) 80,256 Lbs. { B. CONCRETE PAVING AT GRADE 21,812 Lbs. { C. WEIGHT OF TANK (Tw) 8,500 Lbs. { WEIGHT OF OTHER MATERIALS 300 Lbs. { D. HOLD DOWN LOGS (12" x 12" x 27') (2) = 54 C.F. 4,730 Lbs. { Subtotal 115,598 Lbs. { lot 7, 0 1 1114 A. TANK VOLUME PLUS RISER 1,337 Cu. Ft. x 62.4 Lbs. per cubic ft. Downward Force Differential (+) 83,429 Lbs. { 32,169 Lbs. I A. (FORCE DOWN) DIVIDED BY (FORCE UP) 1_4 SAFETY FACTOR AAG'TAI r ARI I CABLE CLAMP DETAIL PULL STRAP (AS SHOWN) TO TIGHTEN AND HOLD TANK HOLD=DOWN ASSEMBLIES M � o CQ CQ .4 co co a� co CQ� Oto 02 CD 000 C'2claQ Q DATE : 8-30-02 FILE NO. 1420—P4 SCALE : 1" = 20' STORE NO. 261720 PLATE NUMBER Date: To: From: Subject: Cc: DEVELOPMENT REVIEW COMMENTS Sanford Utilities Department August 1, 2002 Bob Bott Kevin L. Tolliver, PE Blue Bell Creamery condensate, fax memo of 7/31/02 Paul Moore The utility department conditionally approves of the connection of the air handling unit condensate into the sanitary sewer system. Conditions are the introduction of this condensate only in small quantities. 501 CORDON STREET, BRANCH OFFICE FOR 11 P.O. BOX 1807 BREN HAM, TEXAS 77833 SANFORD, FLORIDA 32771 DRAWING DRAWING TITLE CS COVER SHEET C-1 SITE PLAN C-2 DIMENSION PLAN C-3 GRADING AND DRAINAGE PLAN C-4 STORM SEWER PLAN C-5 STORM SEWER PROFILES C-6 UTILITY PLAN C-8 LOADING DOCK DETAILS C-9 PAVING DETAILS C-10 UTILITY DETAILS L-1 LANDSCAPE PLAN L-2 IRRIGATION DETAILS L-3 LANDSCAPE AND IRRIGATION NOTES AND DETAILS THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF SANFORD CITY ENGINEER'S OFFICE AT (407) 330-5673 BEFORE COMMENCING ANY WORK ON SITE, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, R 11 El Ri Ek'VVJEWPl Sanford Fire : �.'1a Date: 19"� 01 F. F, I Giloup v SANrORD BUII_GING DEPT. THESE FLANS A.RE RF_VIEWC AND GONDIti(}�rR 1s ACCEPTED FOR P! Rk11T. A PERIvfIT ISSUN7 8FALLONA V, CONSTRUED TO BE A LICENSE TO PFtQt EEO �y(, THE WORE! ,ND NOT AS AUTHORITY TO VIOLA7-C.:' CANCEL. ALTER. OR SF_'T ASIDE ANY Qr THE PROVISIONS CF T'Ht_ TECf:IdICAL COD? S, NOf2 c}{per ISSUANCE OF A Pr-RtAfT PREVE{ T T77E ��{{FjtNO DEPT FROM THEE EAFTER RZO;jlFltttG a4 COFtREC- 1'ION OF ERRORS ON THE PLAtdS, CY�NraTRIlGTii�i�lto OR OTHER VIOLATIONS OF THE CoDrt s uc : exot, A"- li 'A �....w4f- C� r RECELYED JUL 1 : idz In W O w � w � U) 0 w D 0 o w \ LO p a r- 6 Z g N O cV q 5 °duo n.N o� o C� to zU (n W Z Q m — Lli w� U) o w m LAo U _j w = Q z w u, w m Q:� w m D m w D I m m rA 0 LO10 0010 N N Cy N NN m n 46 � w w � v1 m � Q C m� c w N pp er°e m co c m Z=� O p ., � t'ri ILCO c g (n CC) Ld c 0 a U D2 U Uwwo Q Wow UtM� � sheet c s P'TPLICANT ENGINEER BLUE BELL CREAMERIES, L.P. CARTER BURGESS qOP 577, P.O. BOX 1807 3001 MEACHAM BOULEVARD, SUITE 200 BRENHAM, TEXAS 77834-1807 FORT WORTH, TEXAS 76137 (409) 830 - 2109 PHONE (817) 222 - 8500 PHONE (409) 830 - 2111 FAX (817) 222 - 8550 FAX GEOTECHNICAL ENGINEER ARDAMAN & ASSOCIATES, INC 8008 S. ORANGE AVENUE ORLANDO, FL 32809 (407) 855-3860 PHONE (407) 859-8121 FAX PROPOSED 6' CHAIN LINK FENCE INSTALLED ;&Bly MANUFACTURER'S SPECIFICATIONS --, I SURVEYOR KITNER SURVEYING P.O. BOX 823 SANFORD, FL 32772 (407) 322-2000 N 89°54'26" E 268.661 PROPOSED FUEL ISLAND SEE ARCHITECTURAL PLANS PROPOSED 6' CHAIN LINK FENCE INSTALLED BY MANUFACTURER'S SPECIFICATIONS 0 00 00 c9 d- N W L0 0 O O a VICINITY MAP NOT TO SCALE TEMPORARY BENCHMARK - P-K NAIL IN ASPHALT AT CENTERL OF GORDON STREET CUL-DE-SAC, ELELATION=32.35 LAND USE CHART SITE AREA 1.77 ACRES (77,121 S.F.) ZONING RI-1 PARCEL NUMBER 5 FRONT SETBACK 15 FT. SIDE SETBACK 15 FT. REAR SETBACK 25 FT. PARKING REQUIRED 25 SPACES PARKING PROVIDED 30 SPACES BUILDING SIZE 12,523.8 S.F. PAVEMENT AREA PROVIDED 41,476.1 S.F. LEGEND 0 0 0 PROPOSED PAVEMENT PROPOSED SIDEWALK PROPOSED LANDSCAPE AREA 0 20 40 60 80 GRAPHIC SCALE IN FEET 1 "=20' w o U) o - w N o FW— o a z z N m N 0) z LL- U z U z Q (� m W Ld Q W z o In o LL. W U -J —I W Q = W ry m U J m w D o z �' m J m W D I m z g 0 �Lo 0000 IN N 04 N N N N � J� w w cm m� rnp iW N00 O +; o"i m scof C.) Z5^ o p 0 I4) cv C V) r P w O77U� I— ,7 m Q 48QLd iUU LJ� U � tM Sheet c = 1 SHEET 1 OF 9 F. m ;w IJ im I,q "E77 c-1r 0 w_ w O � U) 0 W D U) N o Ld I- � 0 O Z i NOD m N O \ z °'ice&�\ aN oho U Z = U Z V) m LL.I Z � O W In O Q U- ry Q o U = J Z Jw mV' -� W Q�f m w J m m W m 00 O U) LO 0 0 N N Le N 04 N N MTM Ly m JW X c —° m� m� - FLL S O L5 040 +i co AML v v V)M +: 0 C D m mQ V V Q� I O Un� Sheet SHEET 5 OF 9 '�Lq i� EL. AT DOOR ' C AA EL AT DOOR 1 TRUCK WELL SECTION 38'-7" 7'-0" 5'-0" 3'-6" 3'-6" ELEV TC 32.67 •ELEV 30.86 ELEV 30.80 —ELEV TP 32.17 30.63 VULCAN V-5718 18"X18" GRATE W/FRAME TOP OF GRATE = 30.55 x I 00 30.63 M 3 EXPANSION JT _I NOT TO SCALE CONCRETE PAVING SLOPES PAINTED W/ TRAFFIC STRIPE YELLOW -\ CONCRETE PAVING TRUCK WELL PLAN NOT TO SCALE ELEV THIS SHEET ELEV 31.78 I I ( o ,-CONCRETE RAMP I I I I 2 C7 J ELEV 31.78 LOADING DOCK SECTION NOT TO SCALE x co FOAM DOCK — CLOSURE PADS BY OWNER DOCK BUMPEF BY OWNER EL. AT DOOR 35.00 SUMP SECTION NOT TO SCALE io 2' —4" ('-3' SUMP DRAIN DETAIL �C7 NOT TO SCALE SEALANT ROPOSED DRAIN PIPE E UTILITY PLAN BLI 35. ELEV TC 32.67 ELEV TP •32.17 ELEV 30.63 ELEV 30.55 2 RAMP DETAIL qC NOT TO SCALE NOT TO SCALE w_ o w D 0 w U) U7 N ow :o 0 �- O z dM Z CV i3p O O Qv 0.N BCD o� qo o 0 (.Q_<\ °duo U z — W = C) z Q m z � < W m Q x m o � to o U J J W Q = J z z w cn Lw m Iy w m D m W J m m 0 L� �00 IN N NN �m mJI Q it LL �m n� m O L co', O s: tto m o v M c � Ld c^ o n q' �mx F- mQ UCn] �QIX UMu- Sheet C=8 SHEET 7OF9 L 1 /4" RADIU SIDEWALK @ GRADE NOT TO SCALE 3,000 PSI CONCRETE— w/ #4 BARS @ 16" 0 1 "R 1"R o IRfl 3,000 PSI CONCRETE w/ #3 BARS @ 16" OCEW 00 -1/8 TOOLE" SEALANT RE: SPECIFIC #5 CONT. BAR 1 /4"X 3/4" TOOLED CONTROL JOINT @5'O.C.MAX 16" O.C. PREPARED SUB.,1, — SIDEWALK CONTROL JOINT NOT TO SCALE 3,000 PSI CONCRETE w/ #4 BARS @ 16" OCEW 6" #4 CONT. BAR 1 "R 1 »R io R #4 BAR @ 30" OC #4 CONT. BAR R c LZ 4] 3/4 DIA. — 24 LONG SMOOTH DOWELS @ 24 OC COMPACTED CRUSHED w/ PLASTIC SLEEVE ONE WAY LIMEROCK BASE OR S132 COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY PREPARED SUBGRADE PAVING EXPANSION JOINT - NOT TO SCALE COMPACTED CRUSHED ' LIMEROCK BASE OR S132 COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY PREPARED SUBGRADE CONCRETE APRON DETAIL NOT TO SCALE SIDEWALK EXPANSION JOINT #4 CONT. 3,000 PSI CONCRETE w/ #4 BARS @ 16" 6" . 1-0 81" COMPACTED CRUSHED LIMEROCK BASE OR S132 PREPARED SUBGRADE CURB DETAIL AT PARKING NOT TO SCALE NOT TO SCALE RESERVED PARKING ® 12" x 18" STANDARD HANDICAPPED PARKING SIGN 3,000 #3 BARS SEALANT RE: [ 3/4" FIBER ASPHA EXPANSION STRIP FOUNDATION B PREPARED SUBGRADE----/ COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY CONC WALK AT BUILDING NOTTO SCALE #5 CONT. BAR 3,000 PSI CONCRETE— w/ #4 BARS @ 16" 0 SAW CUT 1 1 /2" MIN. WITH SEALANT COMPACTED CRUSHED ' LIMEROCK BASE COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY PREPARED SUBGRADE PAVING CONTROL JOINT STANDARD SIGN WITH TEXT PER CITY STANDARD o 11�? 'rnl II Lo GRAY 1 1/2"0 POST WITH CAP 12" DIA CONC FTG HANDICAPPED PARKING SIGN NOT TO SCALE NOT TO SCALE 6" DIA. CONCRETE FILLED = STEEL GUARD POST, PAINTED 0 YELLOW W/ SMOOTH CROWN = ON TOP w rr J @2 m 0 SLOPE TO GRADE GRADE LEVEL T 14" LONG #6 REBARS (4 5'-0" MIN. 4i EACH POST) 16" DIA. CONCRETE AT 4" 2" POST 24" DIA. CONCRETE AT 6" POST BOLLARD D E TA I L,a f,, ,, Vj 'NOT TO SCALE w_ j OO to 0 w N o I— � 0 0 �o z N Z 04CD \ 0 -3 p� , C94a �a.W aN c�A In z U — z Cf) m W z Cl_ to 0 W ? ao E 0 Of � Ld < co C) d LL_ Q 0 = Z J z J Lw w m cn m w D w m m Ld J m i� J Q Ld n 0 _z Q 0 Ul � 0000 I I N N NCj N m 0r w m� m Qw F- �m m� Co W5 N0 - m z:r; o v NM if v �ZE (n ' co W�� J CD m 41 O �C) XX mQ UU x �Q� Wg3- ad � CM Sheet AdMbL c if SHEET 8 OF 9 L rn 9 0 I W IJ %m n lB �a 2' SQ x 6" THICK CLASS B CONU, "' VALVE BOX TO AND DEPTH OF TAMP BACKFILL 1 ti SEE CHART BELOW FOR CONCRETE CONTINUOI BARS AROI GATE VALVE DEr"AIL NOT TO SCALE ►'"" IMUM WIDTH -IOUT INTERFERING I BOLTING OPERATIONS. UPWARD THRUST BLOCKING NOTES ADJUST TOP SECTION f0 FINISH GRADE VALVE BOX TO BE ENTIRELY SUPPORTED BY CONCRETE BLOCKS OR BRICKS TO SUIT. VALVE BOX MUST NOT BEAR ON VALVE OR PIPE. TAMP BACKFILL UNDI� EARTI COMP FILL PIPE SPRIN LINE GENERAL NOTES 1. BEDDING SHALL BE CLASS I -A WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE CLASS I-B COMPACTED TO 85% STANDARD PROCTOR. (SEE SPECIFICATIONS FOR GRADATION) 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. 3. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS III COMPACTED TO 90% STANDARD PROCTOR. 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED AS NOTED IN NOTES 3. AND 4. DOWNWARD THRUST BLOCKING (SEE HORIZONTAL BLOCKING DETAIL) (ALL BENDS SIMILAR) 1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE. 2. WRAP ALL FITTINGS WITH VISQUEEN. 3. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BLOCKED. 4. REFER TO SPEC 02510 FOR REACTION BLOCKING TABLE. 5. ALL CONCRETE SHALL BE 3000 P.S.I. NOT TO SCALE FINAL BACKFILL JITIAL ACKFILL CHING =DDING N.) 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV -A COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-89. 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS III AND IV -A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 10, ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) NOT TO SCALE SEE PLANS FOR GRADE OF LATERAL ROOF DRAIN LATERAL SEE PLANS FOR SIZE FL. OF DRAIN LATERAL GIVEN ON PLANS 45" BEND o \ EPDXY OR z GROUT w_ o � ww wZ \ m 0 FL. OF STORM DRAIN LINE GIVEN ON PLANS STORM DRAIN PIPE SEE PLANS FOR SIZE HIM NOT TO SCALE THREADED PVC CLEANOUT PLUG GRADE SURFACE AWAY FROM CLEAN OUT HEAVY DUTY FRAME AND COVER W/ LETTERS "C.O." CAST IN COVER 1" IN GRASSY AREA 0" IN PAVED AREA d, ADJUSTABLE HEADS 12" 12" 4" MIN. 2500 PSI P.C. CONCRETE COLLAR SIZE OF RISER PIPE PER LOCAL CODES NOTE: SEE APPLICABLE DETAIL II II 45' BEND FOR BACKFILL AND BEDDING INSTRUCTIONS. I I I I I I I I I I CRUSHED STONE PER LOCAL CODES °0 i °p°° o�°� o0 JI ��00000 00 z 000 p0° O p / /� 0 g ° O o °0 00%/ o° 0°0° O Oo o 0 0 0 00 0 0 000 p ° ° Oo 0 ° p 0 00 00 /�� o O O000 DIRECTION OF FLOW °°0 00 °a° °°°Oo O o0 0 = 0 O — o OdF O O O° PL = O oa 0 0 0 000 00 0 0 ° Oo Oo 00 o 0 000 o 0 WYE UG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION SANITARY SEWER CLEAN -OUT DETAIL � x j 0 w o U) 0 w U) V) N o � � 0 o o z Z r� �CC) Z N o o cn acV n c:2 o 0 & of M� Lo U z U Z Q rr (n m W LLJ W X w z 0 � m jr o w Elf Q o U J w = Ld W 00 J m w z N m m w J m Q w mI NJ O 0 O Lo 0000 0000 I IN N NN tl �r N mm �y J m � � O W NC) c3 C Z = h o v N� W�� O U 1- 2 �Q� UU Hm3 U rM � Sheet C-10 SHEET 9 OF 9 LANDSCAPE NOTES CONTRACTOR SHALL STAKE ALL TREE LOCATIONS AND BED CONFIGURATIONS FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. ALLOW A MINIMUM OF 48 HOURS NOTICE TO THE OWNER. .......................... CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR SUBCONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED IN A TIMELY MANNER AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL ADVISE THE OWNER OF ANY CONDITION FOUND ON -SITE OR OFF -SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. ALL SHRUB AND GROUNDCOVER BEDS SHALL HAVE A MINIMUM OF FOUR INCHES (4") HARDWOOD BARK MULCH. SEE LANDSCAPE DETAILS. STEEL EDGING SHALL BE PLACED BETWEEN TURF AND GROUNDCOVER OR SHRUB BEDS AS INDICATED ON THE DRAWINGS. INSTALL STEEL EDGING PER MANURACTURER'S RECOMMENDATIONS. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET (5') FROM ALL UTILITY LINES, FACE OF CURB, AND SIDEWALK. TREES SHALL NOT BE LOCATED IN UTILITY EASEMENTS. TREES SHALL BE LOCATED A MINIMUM OF THREE FEET (3') FROM ALL FIRE HYDRANTS. TREES PLANTED ON SLOPES SHALL HAVE THE SOIL STAIN AT AVERAGE GRADE ON SLOPE. SEE LANDSCAPE DETAILS. NO SHRUBS SHALL BE LOCATED IN AREAS LESS THAN THREE FEET (3') WIDTH. AREAS LESS THAN 3' IN WIDTH SHALL HAVE GRASS, GROUNDCOVER OR NONPERMEABLE SURFACE. NO TREES SHALL BE LOCATED IN THE CITY RIGHTS -OF -WAY. CONTRACTOR SHALL MAINTAIN LANDSCAPE AREAS IN A NEAT AND ORDERLY MANNER UNTIL FINAL ACCEPTANCE BY THE OWNER. MAINTENANCE SHALL CONSIST OF WEEDING, WATERING, MOWING AND EDGING, SPRAYING, FERTILIZING, GARBAGE AND DEBRIS REMOVAL, TEMPORARY EROSION CONTROL AND EROSION REPAIR AT A MINIMUM. CONTRACTOR SHALL REPLACE WITHIN TWO WEEKS OF WRITTEN NOTICE BY THE OWNER ANY PLANT MATERIAL WHICH IS CONSIDERED TO BE DAMAGED, DESTROYED, REMOVED OR DEAD. CONTRACTOR SHALL REPLACE PLANT MATERIAL WITH SIMILAR SIZE AND VARIETY PLANT MATERIALS. ALL SIGNAGE AND FENCING SHALL BE CONTINGENT UPON APPROVAL BY BUILDING INSPECTION DEPARTMENT. SITE SHALL BE IRRIGATED WITH AN AUTOMATIC IN -GROUND IRRIGATION SYSTEM. CONTRACTOR SHALL ENSURE NO OVERSPRAY ON STREETS AND WALKWAYS, CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY BUILDING INSPECTIONS DEPARTMENT FOR THE:: IRRIGATION SYSTEM. PERMIT AND IMPACT FEES SHALL BE PAID BY THE CONTRACTOR `TO THE CITY FOR THE IRRIGATION METER PRIOR TO A PERMIT RELEASE. SITE IS NOT WITHIN 300 FEET OF A CITY RECLAIMED WATER LINE. IRRIGATION WATER SHALL BE FROM THE MUNICIPAL WATER SUPPLY. MECHANICAL UNITS, DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. CONTRACTOR SHALL NOT SUBSTITUTE PLANTS WITHOUT PRIOR AUTHORIZATION BY THE LANDSCAPE ARCHITECT OR OWNER. PLANTS SHALL CONFORM WITH THE STATE OF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES RULES AND RATINGS. ALL PLANT MATERIALS SHALL BE EQUAL TO OR EXCEED THE FLORIDA NO. 1 STANDARD. ALL PLANTS SHALL BE FREE OF DISEASE AND INSECT INFESTATION WITH A NORMAL GROWTH HABIT. ALL TRUNKS SHALL BE FREE OF EXCESSIVE ABRASIONS OR FRESH ABRASIONS. CONTRACTOR SHALL GUARANTEE PLANTS FOR A PERIOD OF ONE YEAR AFTER INSPECTION AND ACCEPTANCE. CONTRACTOR SHALL PROVIDE ONE YEAR MAINTENANCE ON PLANT MATERIALS. TWO (2) EXISITING TREES ON SITE (1- 7" OAK AND 1- 10" OAK) SHALL BE REMOVED. SEE SHEET L-3 FOR IRRIGATION DETAILS. SEE SHEET L-2 FOR LANDSCAPE DETAILS. SEE SHEET L-4 FOR FURTHER LANDSCAPE AND IRRIGATION NOTES. A.' � �ORD0�1 o N — R 0 119 t2 w no mw }mo J a Cam �Wn u n )gF-mJL4 mri ET ... .. .. ............. 0 010 H R 11- DBH— SG 25- LM 30- LM —" 22- PA 1.9 1H > ,. I '' 1- RM 140 ZP 16'-IHMB - 10- DBH 18- DBH /........... 1 1 Til 6- DBH 3- MN D=53� 07' 39" R=50.00' L= 46. �1 . : 75- LM 70- - 3- SV LM 7- SV 6- MN 0 all T_T-T-7T_T_T�"��—T/ 0j�J�jij�J �L�y�j�J�J��y°aj� WjWJWyM y�jrW.44$ 20- IHC — �1- RM 215 ZP 3- RB It 10' LANDSCAPE SETBACK/BUFFER s 2- SD 5- RB 36- PT J ' 32- IHC PLANT LEGEND — 12- PA —2- SD --- 3- LO LANDSCAPE DATA TOTAL SITE AREA - f 1.77 ACRES (77,100 SF) ZONED: RI-1 VISITOR PARKING SPACES PROVIDED: 3 REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA (PARKING LOT AREA: 3,220 SF) 10% 322 SF 15.3% 495 SF STREET TREES (1 CANOPY PER 40 LF FRONTAGE) FIFTH STREET 7 7 MEISCH ROAD 6 6 GORDON ROAD 1 1 BUFFER TREE (1/40 LF ADJACENT TO VUA*) SOUTH PROPERTY LINE 1 6 6 IRRIGATION NOTES IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE AREAS. CONTRACTOR SHALL ENSURE NO OVERSPRAY ON SURROUNDING PAVED AREAS OR BUILDING. AT POINT OF CONNECTION INSTALL: 1- 1Y2" METER 1- 1)i" REDUCED PRESSURE DEVICE 1- A" GATE VALVE OR BALL VALVE IRRIGATION MAINLINE SHALL BE 1)V. SEE SHEET L-4 FOR FURTHER IRRIGATION NOTES. PLANT KEY LIVE OAK 0 -�- RED BAY + RED MAPLE SILVER DOLLAR 0 SWEETGUM O SHRUB GROUNDCOVER SYME30LI QUANTITY . 'COMMON NAME LIATIN NAME / SIZE COMMENTS TREES,E LO 9 LIVE OAK QUERCUS VIRGINIANA 4" CAL. MIN. 12' HT. AT INSTALLATION SINGLE STRAIGHT TRUNK, B & MIN. 7' SPREAD AT INSTALLATION B OR CONTAINER GROWN RB 8 RED BAY F'ERSEA BORBONIA 4" CAL. MIN. 12' HT. AT INSTALLATION SINGLE STRAIGHT TRUNK, B & MIN. 7' SPREAD AT INSTALLATION B OR CONTAINER GROWN RM 2 RED MAPLE aCER RUBRUM 4" CAL. MIN. 12' HT. AT INSTALLATION SINGLE STRAIGHT TRUNK, B & MIN. 7' SPREAD AT INSTALLATION B OR CONTAINER GROWN SD 4 SILVER DOLLAR EUCAYLPTUS CINEREA 4" CAL. MIN. 12' HT. AT INSTALLATION SINGLE STRAIGHT TRUNK, B & MIN. 7' SPREAD AT INSTALLATION B OR CONTAINER GROWN 2 8 SWEETGUM LIQUIDIMBAR STRYACIFLUA 4" CAL. MIN. 12' HT. AT INSTALLATION SINGLE STRAIGHT TRUNK, B & MIN. 7' SPREAD AT INSTALLATION B OR CONTAINER GROWN SHRUBS AV 29 AWABUKI VIBURNUM VIBURNUM ODARATISSIMUM 'AWABUKI' 5 GAL. FULL UNIFORM HEAD MIN. 36" HEIGHT AT INSTALLATION, PLANT 30" OC. DBH 106 DWARF BURFORD HOLLY ILEX CORNUTA 'BURFORDII NANA' 5 GAL. FULL UNIFORM HEAD MIN. 36" HEIGHT AT INSTALLATION, PLANT 30" OC. IHC 52 INDIAN HAWTHORNE 'CLARA' RAPHIOLEPIS INDICA 'CLARA' 5 GAL. FULL UNIFORM HEAD MIN. 30" HEIGHT AT INSTALLATION, PLANT 30" OC. IHMB 26 INDIAN HAWTHORNE 'MAJESTIC BEAUTY' RAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' 5 GAL. FULL UNIFORM HEAD MIN. 36" HEIGHT AT INSTALLATION, PLANT 30" OC. IHWE 19 INDIAN HAWTHORNE 'WHITE ENCHANTRESS' RAPHIOLEPIS INDICA 'WHITE ENCHANTRESS' 3 GAL. FULL UNIFORM HEAD MIN. 18" HEIGHT AT INSTALLATION, PLANT 2' OC. MN 20 MOONBAY NANDINA NANDINA DOMESTICA 'MOONBAY' 3 GAL. FULL UNIFORM HEAD MIN. 18" HEIGHT AT INSTALLATION, PLANT 2' OC. PA 48 PLUMBAGO PLUMBAGO AURICULATA 5 GAL. FULL UNIFORM HEAD MIN, 36" HEIGHT AT INSTALLATION, PLANT 30" OC. Pi 41 PRIMROSE JASMINE JASMINUM MESNYI 5 GAL. FULL UNIFORM HEAD MIN, 30" HEIGHT AT INSTALLATION, PLANT 30" OC. PT 38 PITTOSPORUM PITTOSPRORUM TOBIRA 5 GAL. FULL UNIFORM HEAD MIN. 30" HEIGHT AT INSTALLATION, PLANT 30" OC. RIX 1 RED IXORA IXORA COCCINEA 3 GAL. FULL UNIFORM HEAD MIN. 24" HEIGHT AT INSTALLATION, PLANT 30" OC. SV 10 SANDANKWA VIBURNUM VIBURNUM SUSPENSUM 'SANDANKWA' 3 GAL. FULL UNIFORM HEAD MIN. 30" HEIGHT AT INSTALLATION, PLANT 30" OC. GROUNDCOVER AND TURF LM 200 BIG BLUE LIRIOPE LIRIOPE MUSCARI 1 GAL. FULL IN POT, PLANT 12" OC. ZP 355 WANDERING JEW ZEBRINUS PENDULA 4" POTS FULL IN POT, PLANT 8" OC. TURF PENSACOLA BAHIAGRASS PASPALUM NOTATUM 'PENSACOLA' 98% PURITY, 85% PURE LIVE SEED, FREE OF WEEDS * NOTE: TREE CALIPER SHALL BE MEASURED AT FOUR (4) FEET ABOVE FINISH GRADE. w_ � w D O V) o w D V) V) N o I- 0 .- O z z to 00 z m 00 z o jL04C3 U z — (n W U z Q m z m Q LiJ O W m O E � w o U —I L1J Q = J z z Ld uQi Ld m tY Ld m J m Ld J 00 m 00 c7 u') LoL0 0000 I I N N N N N N .Y m 0� ^r W avo v m 41 0 J X c LL m� c o p o W N o c c� s v v W� a o 5 � N Ld m C9 J o n f- m¢ 2 Wg� I- F- �OW 0 0 M Sheet L-1 FINISH GRADE LATERAL FLEXIBLE VIN) 3" CURB OR WALK WHERE APPLICABLE HIGH POP—UP SPRAY HEAD DETAIL NOT TO SCALE HEAD WASHED PEA GRAVEL G d- N STAINLESS STE HOSE CLAMP <2 REQUIRED) BLACK IRON PI SECTION 3/4 "X36" BLACK IRON PIPE STAINLESS STEEL HO CLAMP (2 REQUIRED), SIZE AS REQUIRED PLAN VI EW QUICK COUPLING VALVE DETAIL NOT TO SCALE ELL ROUND X 18" CONCRETE IEDMENT OF CK IRON PIPE 6" ROUND X 18" CONCRETE EMBEDMENT ,il '' '� _G nr.11 UI�I- _ _ - �� I,r II,I� ��;iir�r �irir -oltl� hl-,Itl �.•�1� II,I_ I;�II;_ pl;l= 1=S41t_ any 1. ALL MAIN LINE TO BE INSTALLED AND TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2. ALL TRENCH DEPTH AND WIDTH SHALL BE AS SHOWN ON PLAN. 3. PROVIDE THRUST BLOCKING FOR ALL PIPE LARGER THAN 2". 4. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. 5, PROVIDE CONCRETE THRUST BLOCKING IN STRICT ACCORDANCE WITH PIPE MANUFACTURER'S INSTRUCTIONS. THRUST BLOCK DETAIL NOT TO SCALE Vf LATERAL FLEXIBLE V Nb UK WALK WHLKL AIJHLIC:AULL Ia•��;7-�'�iCyJ7 RISER _L TURF POP—UP SPRAY HEAD DETAIL NOT TO SCALE 74" PAVING SIIRFA(F 94" PVC SLEEVE -CAP IF NO PIPES ARE PRESENT (SEE IRRIGATION PLAN) SLEEVE DETAIL NOT TO SCALE ELECTRIC OPERATED — CONTROL VALVE TAPE WIRE BUNDLES — TOGETHER - 10'SPACING REDUCING BUSHING AS REQUIRED WASHED PEA GRAVEL 6" DEEP ED GRADE STANDARD P.V.C. VALVE BOX '""'""~ COMMON WIRE CONTROL WIRE I SPRINKLER MAIN P.V.C. MALE ADAPTER TYPICAL SOLENOID VALVE DETAIL NOT TO SCALE SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROXIMATELY 5/ 8 " FROM ENDS TWIST ENDS TOGETHER. STEP 1 APPLY SEALER TO OUTSIDE OF SEALING PLUG. FILL CAVITY WITH SEALER. 7—PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. STEP 2 PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE. USH SEALING PLUG T71 INTO BASE SOCKET. STEP 3 PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. NBIRD PEN-TITE WIRE CONNECTOR. STEP 4 TYPICAL WIRE CONNECTION DETAIL NOT TO SCALE * NOTE: FOR WIRE SIZES NO.14, NO. 12, AND NO. 10 PVC MAINLINE STRIP WIRES APPROXIMATELY 5/ 8 " FROM ENDS STEP 1 13 ?_ TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM. STEP 2 AFTER MIXING CONTENTS OF SEALING PACK IN ACCORDANCE WITH INSTRUCTIONS, CUT 1 /2" OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. Ei STEP 3 WRAP OPEN END OF SEALING PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS (APPROXIMATELY 8 MINUTES AT 72 DEGREES F) STEP 4 SCOTCHLOCK CONNECTOR NOT TO SCALE * NOTE: FOR WIRE SIZES LARGER THAN NO. 10 CONTROL WIRE SPLICING DETAIL NOT TO SCALE ISOLATION GATE VALVE DETAIL NOT TO SCALE MAIN SUPPLY, LATERAL & WIRING OR TUBING 18" MIN. u 12" MIN. -TAPE AND BUNDLE WIRING OR TUBING AT 10 FT. INTERVALS MAIN SUPPLY ALL MAIN SUPPLY LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS TRENCHING DETAIL NOT TO SCALE VALVE BOX WITH COVER tMTEK NO. 181104 FINISH GRADE 6" MIN. DEPTH OF 3/ 4" WASHED GRAVEL 6" PVC CLASS 200 PIPE (LENGTH AS REQUIRED) GATE VALVE PVC SCH. 40 FEMALE ADAPTER PLASTIC LATERAL 6't IN. 18" MIN. 24" 120 VOLT IN CONDUIT 7__ ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODES PLASTIC PIPES TO BE WED IN TRENCHES AS WIRING OR TUBING 12" MIN. w (if w O D w D rn 0 o Iw- � o 0 .- o Z o N � 00 z a & 0 In o °a 0-N U z U — Z Q (� m W W � X Lj z O m af O C) O U J Lj = Ld 0:� m m W Q N m m Ld D —I m 40 ® to Q W U)u) 0000 I I N N NN �m m n n r N v v LL_ .5v o Wr' v N O :: rn m c m Z D r, v v N� a c c � T- Nco Ld on o �mX v n I - is m= r_ - �Q� 00 �,R m �sW U0Ow Sheet L-2 GENERAL NOTES: ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION AND SHALL BE REPLACED WITH ACCEPTABLE PLANT MATERIAL IF APPROVAL IS NOT ATTAINED. CONTRACTOR SHALL NOT SUBSTITUTE PLANTS SPECIES WITHOUT PRIOR AUTHORIZATION BY THE OWNER OR OWNER'S REPRESENTATIVE. PRIOR TO CONSTRUCTIO • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIN G ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO ADDITIONAL COST TO THE OWNER ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS, BEFORE PRICING THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, TEMPORARY EROSION CONTROL AND EROSION REPAIR, ETC.) OF PLANTING AREAS AND LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE THE OWNER OR OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS OF PLANT MATERIAL BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER). GUARANTEE SHALL NOT APPLY TO LOSS OF PLANTS DUE TO VANDALISM OR ACTS OF GOD. THE OWNER OR OWNER'S REPRESENTATIVE SHALL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. STAKE LOCATION OF TREES AND PLANTING BEDS FOR APPROVAL BY THE OWNER PRIOR TO INSTALLATION. NOTIFY OWNER AT LEAST 48 HOURS IN ADVANCE OF TREE STAKING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO FINAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE, AND MEETING ALL PLANT LIST SPECIFICATIONS. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" ARE ONLY GUIDELINE SPECIFICATIONS AND SHALL BE CONSIDERED MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. THE SIZE AND SHAPE OF PLANT MATERIALS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK OR AS SPECIFIED ON PLANS. PLANTS SHALL CONFORM WITH THE STATE OF FLORIDA REGULATIONS FOR NURSERY INSPECTIONS, RULES AND RATINGS. TREES SHALL BE PLANTED A MINIMUM OF 5' FROM FACE OF CURB PER CITY REQUIREMENTS. TREES SHALL BE PLANTED A MINIMUM OF 3' FROM PROPOSED LIGHT POLES AND EXISTING ABOVE GROUND UTILITIES. SITE SHALL BE IRRIGATED WITH A PERMANENT, IN -GROUND, AUTOMATIC IRRIGATION SYSTEM WITH AN ANTI -FREEZE DEVICE SET AT A MINIMUM OF 38'F. REFUSE AREAS VISIBLE FROM THE RIGHT-OF-WAY SHALL BE SCREENED PER LOCAL ZONING ORDINANCE REQUIREMENTS. SOLID SOD NOTES: SOD SHALL BE PENSACOLA BAHIAGRASS (PASPALUM NOTATUM) FREE OF ALL WEEDS. ALL AREAS TO BE SODDED SHALL BE BLADED AND GRADED SMOOTH. SOIL SHALL BE WATERED TO A MIMINUM OF 4" DEEP AT LEAST 48 HOURS PRIOR TO LAYING SOD. CONTRACTOR SHALL ENSURE THAT THE SOIL IS FREE OF WEEDS AND FOREIGN MATERIAL IMMEDIATELY BEFORE SODING. REMOVE ROCKS AND STONES WHICH ARE LARGER THAN 1/2 INCH IN DIAMETER AND REMOVE FROM THE SITE. DO NOT SOD WHEN EXCESSIVELY WET OR DRY. RESTRICT FOOT AND VEHICULAR TRAFFIC FROM SODDED AREAS AFTER PLANTING UNTIL FINAL INSPECTION AND ACCEPTANCE. MAINTAIN SOD AND LANDSCAPE AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. MAINTENANCE SHALL CONSIST OF BUT NOT BE LIMITED TO: WEEDING, WATERING, MOWING AND EDGING, SPRAYING, FERTILIZING, TEMPORARY EROSION CONTROL AND EROSION REPAIR, AND REMOVAL OF REFUSE AND DEBRIS. RE -SOD ALL BARE SPOTS NOT HAVING A UNIFORM STAND OF GRASS AT NO ADDITIONAL EXPENSE TO THE OWNER. SOD WITH EXCESSIVE WEEDS SHALL NOT BE INSTALLED. PROVIDE GUARANTEE AND MAINTENANCE OF SITE FOR ONE (1) FULL YEAR FOLLOWING FINAL ACCEPTANCE BY THE OWNER. FINISH GRADE TURF PLANTING BED FINISH GRADE 3" MULCH NOTE: INSTALL AS SHOWN ON DRAWINGS PER MANUFACTURER'S RECOMMENDATIONS. q PLANTING NOTES: ALL PLANTS SHALL BE FREE OF DISEASE AND INSECT INFESTATION WITH A HEALTHY, AND VIGOROUS NORMAL GROWTH HABIT. ALL TRUNKS SHALL BE FREE OF EXCESSIVE ABRASIONS OR FRESH ABRASIONS. ALL PLANTS SHALL BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. ALL PLANTS AND PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SHOWN IN DETAILS. MINIMUM DEPTH TO BE ACHIEVED AFTER SETTLEMENT. SEE DETAIL FOR DEPTH. WATER IMMEDIATELY AFTER MULCHING, ALL TREES SHALL BE FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. TREES WITH WEAK, THIN TRUNKS NOT CAPABLE OF SUPPORT SHALL NOT BE ACCEPTED. SINGLE TRUNK TREES SHALL HAVE SINGLE, STRAIGHT TRUNK WITH NO VISIBLE SCARS OR FRESH ABRASIONS. SINGLE TRUNK TREES SHALL BEGIN BRANCHING A MINIMUM OF 5' ABOVE FINISH GRADE. TREE TRUNKS SHALL BE PLUMB. STAKE AND GUY ALL TREES ACCORDING TO THE DETAIL IMMEDIATELY AFTER PLANTING. PROVIDE CONTROLLED RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS AT THE FOLLOWING RATES: SHRUBS, 5 GAL. OR LARGER, 2 EACH TREES, 1 TABLET PER 1/2" TRUNK CALIPER MEASURED 12" ABOVE TOP OF ROOTBALL. BACKFILL FOR TREES AND SHRUBS SHALL BE TOPSOIL FROM STOCKPILED ON SITE MATERIALS, FREE OF WEEDS, ROOTS, ROCKS AND OTHER NOXIOUS MATERIALS. IF NO STOCKPILED TOPSOIL EXISTS ON SITE, BACKFILL FOR TREE PITS SHALL BE 2/3 EXISTING SOIL AND 1/3 COMPOST, THOROUGHLY BLENDED. BACKFILL FOR SHRUB BEDS SHALL BE 1/2 EXISTING SOIL AND 1/2 COMPOST THOROUGHLY BLENDED. THOROUGHLY SETTLE PLANTS BY WATERING. FOR BALLED PLANTS, DO NOT PULL WRAPPING FROM UNDER BALL. DO NOT PLANT IF BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING PROCESS OR IF STEM IS LOOSE. ALL AREAS TO BE SEEDED OR SODDED SHALL BE BLADED AND GRADED SMOOTH. SOIL SHALL BE WATERED TO A MIMINUM OF 4" DEEP AT LEAST 48 HOURS PRIOR TO SEEDING OR LAYING SOD. SOIL SHALL BE FREE OF WEEDS, ROCKS LARGER THAN 1/2" IN DIAMETER, AND OTHER FOREIGN MATERIAL IMMEDIATELY BEFORE SEEDING. RE -SOD ALL BARE SPOTS NOT HAVING A UNIFORM STAND OF GRASS AT NO ADDITIONAL EXPENSE TO THE OWNER. PLANTING BEDS AND TREE PITS SHALL BE FREE OF WEEDS AND FOREIGN MATERIAL PRIOR TO PLANTING. RAKE PLANTING BEDS TO CONFORM TO ESTABLISHED GRADES BEFORE AND AFTER PLANTING. PLANTING BEDS ADJACENT TO BUILDINGS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM 2 PERCENT SLOPE FOR A MINIMUM OF 10 FEET. PLANTING BEDS AND TREE PITS SHALL NOT COLLECT WATER FROM ADJACENT TURF OR PAVED AREAS. LANDSCAPE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM PLANTING AREAS IN ACCORDANCE WITH FINAL GRADES. REFERENCE GRADING PLAN FOR FINE GRADING. TREE PROTECTION NOTES: EXISTING TREES TO REMAIN SHALL BE FLAGGED BY CONTRACTOR PRIOR TO BEGINNING ANY WORK ON SITE. CONTRACTOR SHALL PLACE A MINIMUM 4' HEIGHT PROTECTIVE FENCING 5' OUTSIDE THE EDGE OF CANOPY OF ALL TREES TO REMAIN, CONTRACTOR SHALL MAINTAIN FLAGGING AND PROTECTIVE FENCING AROUND EXISTING TREES TO REMAIN AT LEAST UNTIL SUBSTANTIAL COMPLETION, CONTRACTOR SHALL ENSURE THAT NO DUMPING OF BACKFILL, SOIL EXCAVATION, STAKING OR STORAGE OF MATERIALS OR DUMPING OF ANY KIND SHALL OCCUR WITHIN THE FENCED AREA OF THE TREES TO REMAIN. CONTRACTOR SHALL ENSURE THAT NO PARKING OF ANY TYPE OF VEHICLE, EQUIPMENT OR CONSTRUCTION TRAILER SHALL OCCUR WITHIN THE FENCED AREA OF TREES TO REMAIN. CONTRACTOR SHALL ENSURE THAT NO DRIVING OF VEHICLES SHALL OCCUR WITHIN THE FENCED AREA OF TREES TO REMAIN. CONTRACTOR SHALL ENSURE THAT NO GRADE CHANGES SHALL OCCUR WITHIN THE CANOPY OF THE EXISTING TREES TO REMAIN. CONTRACTOR SHALL KEEP FENCED AREAS OF TREES TO REMAIN FREE OF TRASH, DEBRIS OR EXCESSIVE RUNOFF. NO TRENCHING FOR UTILITIES OR IRRIGATION SHALL OCCUR WITHIN THE DRIPLINE (CANOPY) OF EXISTING TREES TO REMAIN. FOR IRRIGATION, ANY LATERAL LINE OR MAINLINE TRENCHES WHICH ENCROACH IN THE DRIPLINE OF EXISTING TREES SHALL BE HAND DUG. FOR UTILITIES, ANY LINES WHICH CANNOT BE ALTERED TO FALL OUTSIDE THE CANOPY OF EXISTING TREES SHALL BE INSTALLED BY BORING A MINIMUM OF 24" BELOW GRADE. 1/8 " X 4" STEEL EDGING 16" STEEL STAKE AT 5' O.C. UNDISTURBED I ,' ,I� SUBGRADE TYPICAL STEEL EDGE DETAIL / NOT TO SCALE 3'-6"TYP. 2'-0"TYP. 6'-O"TYP. PARKING CURB ........................ :':' ':' '....'....' '` ......... j :::::::::::::::::::::::::::::::::.::.:tN;;;;; IRRIGATION NOTES: DESIGN REQUIREMENTS A. DESIGN SPRINKLER SYSTEM UTILIZING PIPE SIZES, VALVES, HEADS, AND ZONE OPERATION TIME SCHEDULES, TO ASSURE ECONOMICAL AND OPERATIONAL SYSTEM. B. AREA COVERAGE: LIMITS OF IRRIGATION SHALL BE ALL LANDSCAPED AREAS ON THE SUBJECT PROPERTY AND THE RIGHT-OF-WAY AREA BETWEEN THE PROPERTY LINE AND THE BACK OF CURB AT THE CUL-DE-SAC DRIVE ENTRANCE. C. DESIGN PRESSURE: BASED ON EXISTING STATIC PRESSURE AND EXISTING RESIDUAL PRESSURE AS DETERMINED BY TESTS PERFORMED BY CONTRACTOR. D. CONTROLLERS: SYSTEM SHALL BE AUTOMATIC WITH CONTROLLERS AND REMOTE CONTROLLED VALVES. SIZE CONTROLLER TO PROVIDE TWO (2) ADDITIONAL OPEN STATIONS. PROVIDE FREEZE -GUARD SET AT 38'F. PROVIDE RAIN SENSOR. E. BACKFLOW PREVENTER: PROVIDE BACKFLOW PREVENTOR ON IRRIGATION MAINLINE BETWEEN TIE-IN TO POTABLE WATER SUPPLY AND FIRST VALVE OFF IRRIGATION MAINLINE. INSTALL PER FEDERAL AND LOCAL CODES. F. HEAD LAYOUT; TURFED AREAS: 1.TRIANGULAR SPACING OF HEADS HAVING SAME DIAMETER OF COVERAGE SHALL BE USED AS BASIC PATTERN. 2.SPACING BETWEEN HEADS HAVING SAME DIAMETER OF COVERAGE SHALL BE A MAXIMUM OF 50% OF THE DIAMETER. 3.EQUAL SPACING SHALL BE USED BETWEEN HEADS OF SAME DIAMETER OF COVERAGE ON ROWS AND BETWEEN ROWS OF HEADS. 4.PART-CIRCLE HEADS, COMPATIBLE WITH BASIC PATTERN HEADS, SHALL BE USED AT BORDERS BETWEEN TURFED AREAS AND BUILDINGS, STREETS, WALKS. WASTED COVERAGE ONTO THESE AREAS SHALL BE MINIMIZED EXCEPT THAT SPRAY ONTO BUILDINGS WILL NOT BE ALLOWED. 5.FILL-IN HEADS SHALL BE USED IN AREAS WHERE THE BASIC PATTERN CANNOT BE MAINTAINED OR WHERE THE PATTERN IS OBSTRUCTED BY TREES, SHRUBS, POLES, ETC. FUTURE SIZE OF PLANTS SHALL BE CONSIDERED IN PLACING FILL-IN HEADS IN THE LATTER CASE. MINIMUM OVERLAP BETWEEN FILL-IN HEADS AND BASIC PATTERN HEADS SHALL BE THE OVERLAP BETWEEN BASIC PATTERN HEADS. G. LANDSCAPED AREAS: 1.SPACING OF HEADS SHALL BE UNDER TURFED AREAS. PLANTS OVER 24 INCHES IN HEIGHT SHALL RECEIVE WATER FROM AT LEAST TWO SIDES. 2.SPRAY SHALL BE ABOVE LANDSCAPED PLANTINGS FROM POP-UP. FUTURE SIZE OF PLANTS SHALL BE USED FOR DETERMINING HEIGHT OF POP -UPS. 3.BUBBLERS SHALL BE PROVIDED IN LANDSCAPED AREAS WHERE SEMI -FLOOD WATERING IS REQUIRED. THROTTLE VALVES SHALL BE USED TO CONTROL AMOUNT OF FLOODING. 4.QUICK COUPLERS WITH PURPLE THERMOPLASTIC COVERS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 150' ALONG THE MAINLINE. H. PIPE SIZING: 1.FLOW VELOCITIES SHALL BE LESS THAN 5 FEE?/SECOND FOR SPRAY HEAD ZONES. 2.PRESSURE LOSSES DUE TO METERS, VALVES, BACKFLOW PREVENTER, PIPE, PIPE FITTINGS, ELEVATIONAL DIFFERENCES, ETC., SHALL BE USED IN SIZING LINES. 3.PRESSURE AVAILABLE AT EACH HEAD SHALL BE AT LEAST THE MINIMUM SPECIFIED BY THE MANUFACTURER AND SHALL NOT EXCEED THE MAXIMUM SPECIFIED. 4.PRESSURE DIFFERENCE BETWEEN THE FIRST AND LAST HEADS OF A SPRAY HEAD ZONE SHALL NOT EXCEED 30% OF THE RECOMMENDED MINIMUM HEAD OPERATING PRESSURE. I. ZONING: 1.HEADS WITHIN SAME ZONE SHALL BE COMPATIBLE. 2.NUMBER OF ZONES ESTABLISHED SHALL MINIMIZE SYSTEM OPERATION TIME WITHIN ECONOMIC REASON AS TO SIZE OF PIPE AND NUMBER OF OPERATING VALVES REQUIRED. 3.PROVIDE SEPARATE ZONES FOR LANDSCAPED AREAS WHERE WATERING REQUIREMENTS ARE DIFFERENT FROM THE TURFED AREAS. J. WINTERIZING: 1.PROVIDE FOR METHOD OF WINTERIZING ALL EQUIPMENT. 2.PROVIDE TWO (2) DRAIN -DOWN VALVES AT LOWPOINT IN EACH IRRIGATION SECTION. 4" MULCH 12" PREPARED SOIL STEEL EDGE TURF i- FINISH GRADE SCARIFY EXISTING SOIL UNDISTURBED SUBGRADE NOTE: PLANT SHRUBS USING TRIANGULAR SPACING WHERE APPLICABLE SHRUB PLANTING DETAIL NOT TO SCALE 10 GAUGE GALVAN STRANDED WIRE (T TIGHTLY TWISTED T PREVENT SLIPPING " x 12" WHITE PVC VG, CLASS 315 BACKFILL PLANTING PIT WITH PREPARED PLANTING SOIL MIX SATURATE WITH WATER WHEN PLANTING TO ELIMINATE VOIDS UNDISTURBED SUB -GRADE - K. COORDINATION 1. VERIFY THAT THE WORK OF OTHER CONTRACTOR/TRADES IS SUFFICIENTLY COMPLETE TO ALLOW COMMENCEMENT OF IRRIGATION INSTALLATION PRIOR TO BEGINNING WORK. CONTRACTORS SHALL COORDINATE INSTALLATION OF ALL IRRIGATION SLEEVES UNDER PAVEMENT WITH OTHER CONTRACTORS. 2. COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER CONTRACTORS/TRADES AND PROTECT THE WORK OF OTHER CONTRACTOR/TRADES. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES RESULTING FROM HIS ACTIONS. L. MATERIALS AND INSTALLATION: 1. REMOTE CONTROL WIRE TO BE UL APPROVED DIRECT BURIAL COPPER WIRE, AWG-OF-600 VOLT. COMMON WIRE TO BE WHITE. WIRE SHALL BE NO SMALLER THAN 14 GUAGE. ALL RUNS OF WIRE TO BE CONTINUOUS WITH NO SPLICES EXCEPT IN VALVE BOXES WHERE VALVES ARE LOCATED. 2. ALL VALVE COVERS, VAULT BOXES, ETC. SHALL BE PLACED SO THAT THE EDGES ARE PARALLEL OR PERPENDICULAR TO ADJACENT HARD EDGES. TOP OF ALL BOXES TO BE 1" ABOVE GRADE. TOP SURFACE OF BOXES SHALL BE INSTALLED SO THAT A SMOOTH SURFACE IS CREATED IN RELATION TO EXISTING GRADES. 3. ALL LATERALS SHALL BE INSTALLED WITH A 12" MINIMUM COVERAGE OVER PIPES AT FINISH GRADE. ALL MAINLINES SHALL BE INSTALLED WITH 18" MINIMUM COVERAGE OVER PIPES AT FINISH GRADE OR SHALL BE A MINIMUM OF 6" BELOW THE FROST DEPTH, WHICHEVER IS DEEPER. 4. MAINLINE PIPING AND LATERAL PIPING MAY BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. MAINLINE PIPING SHALL BE INSTALLED IN BOTTOM OF TRENCH WITH LATERAL ON TOP. SEE DETAILS. 5. THE CONTRACTOR IS RESPONSIBLE FOR RUNNING POWER TO CONTROLLERS. 6. LAYOUT: ALL VALVES AND IRRIGATION LINES SHALL BE IN PLANTING AREAS. ALL IRRIGATION LINES AND WIRES UNDER PAVEMENTAMPERVIOUS SURFACE SHALL BE SLEEVED. 7. UPON PROJECT COMPLETION, IRRIGATION SYSTEM SHALL MAINTAIN 100 PERCENT COVERAGE OF IRRIGATED AREAS. 8. CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. M. COMPLETION: 1. THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE PARTS LIST AND MANUFACTURER'S CATALOG SHOWING PERFORMANCE, QUALITY AND FUNCTION OF EACH ITEM OF EQUIPMENT IN THE SYSTEM. IN ADDITION, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN INSTRUCTIONS FOR OPERATIONS AND MAINTENANCE OF THE SYSTEM. 2. PRIOR TO ACCEPTANCE OF IRRIGATION SYSTEM BY THE OWNER, A PERSON QUALIFIED TO REPRESENT THE IRRIGATION CONTRACTOR SHALL BE PRESENT AT THE FINAL INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS PERFORMANCE. PRIOR TO THE INSPECTION, ALL WORK SHALL HAVE BEEN COMPLETED, TESTED, ADJUSTED AND PLACED IN OPERATION. 3. NO PVC PIPING SHALL BE LOCATED UNDER TREE ROOTBALLS. 4. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. IF ANY UNDERGROUND OR ABOVE GROUND CONSTRUCTION IS LOCATED AS TO SIGNIFICANTLY HINDER INSTALLATION OR FUNCTION OF THE IRRIGATION SYSTEM, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 5. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL SUPPLY A SET OF RECORD PRINTS. N. RECORD PRINTS SHALL CONTAIN THE FOLLOWING INFORMATION AT A MINIMUM: A. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, SIDEWALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS: 1. CONNECTION TO EXISTING WATER LINES. 2. CONNECTION TO EXISTING ELECTRICAL POWER. 3. GATE VALVE. 4. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAXIMUM 100' ALONG ROUTING) 5. REMOTE CONTROL VALVES. 6. ROUTING OF CONTROL TUBING. 7. QUICK COUPLING VALVES. 8. ROUTING OF IRRIGATION LATERAL LINES (WITH A CHANGE OF TWO (2) FEET EACH WAY, 9. OTHER RELATED EQUIPMENT AS DIRECTED BY THE OWNERS REPRESENTATIVE. RECORD PRINTS SHALL BE APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE BEFORE CONTROLLER CHARTS ARE PREPARED. B. CONTROLLER CHARTS 1. RECORD PRINTS SHALL BE APPROVED BY THE OWENR OR OWNERS REPRESENTATIVE BEFORE CONTROLLER CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER, 3. THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC CONTROLLER ANS SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. 4. THE CHART IS TO BE A REDUCED PLAN OF THE ACTUAL APPROVED IN -PLACE SYSTEM. 5. THE CHART SHALL BE A PHOTOSTATIC COPY OF BLUE LINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH STATION. 6. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MILS. 7. THESE CHARTS SHALL BE COMPLETED AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. TREE ANCHOR NOTES: * TEMPORARY TREE WELL, TREE ANCHORS AND GUY WIRES TO BE REMOVED AFTER ONE FULL GROWING SEASON. * TREE CALIPER MEASURED 4'-0" ABOVE TOP OF ROOTBALL. * APPROXIMATELY ONE THIRD OF THE BRANCH STRUCTURE SHALL BE REMOVED BY THINNING BUT THE NATURAL CHARACTER AND GENERAL SHAPE OF THE TREE SHALL BE PRESERVED. *INSTALL MIN. 30" LENGTH, 1/2" PVC PIPE ALONG EACH GUY WIRE. 1/2 " I.D. x 12" FLEXIBLE PVC TUBING TO PROTECT TREE TRUNK KRAFT TYPE TREE WRAPPING MATERIAL GALVANIZED TURNBUCKLE WITH CABLE CLAMPS (TYPICAL) 2" X 2" X 2' WOLMANIZED PINE STAKE TREE ANCHORS (3 PER TREE) H 3 TEMPORARY TREE WELL 4" MULCH ROUGHEN SURFACE TO IMPROVE ROOT PENETRATION TAMPED TO PREVENT SETTLEMENT TREE PLANTING AND STAKING DETAIL NOT TO SCALE 0. SUBMITTALS TO OWNER: 1. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE (2) QUICK COUPLING VALVE KEYS AND TWO (2) SETS OF AUTOMATIC CONTROLLER KEYS FOR EACH CONTROLLER. THIS EQUIPMENT SHALL BE TURNED OVER TO THE OWNER UPON FINAL ACCEPTANCE OF THE WORK BY THE OWNER. 2. PROVIDE A WATERING PROGRAM TO THE OWNER SHOWING THE SCHEDULING OR SEQUENCING OF THE VALVES, INCLUDING WHICH VALVES MAY BE RUN SIMULTANEOUSLY, AND A DESIRABLE TIMING PROGRAM FOR EACH CONTROLLER. THE CONTROLLERS SHALL BE SCHEDULED TO PREVENT AN EXCESSIVE AMOUNT OF HEAD LOSS IN THE SYSTEM. THE PROGRAM SHALL INCLUDE SUGGESTED OPERATING TIME FOR NEW PLANTING AND ESTABLISHED GROWTH. 3. OPERATION AND MAINTENANCE MANUALS - PREPARE AND DELIVER TO THE OWNER OR OWNERS REPRESENTATIVE, WITHIN TEN CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD COVER. THREE RING BINDERS CONTAINING THE FOLLOWING INFORMATION. A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURE'S REPRESENTATIVE. B. CATALOG AND PARTS SHEETS ON EACH PRODUCT AND EQUIPMENT TYPE INSTALLED UNDER THIS CONTRACT. C. GUARANTEE STATEMENT. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. P. THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER THE SUPERVISION OF A STATE OF FLORIDA LICENSED IRRIGATOR. 1. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE BEST STANDARD OF PRACTICE FOR THIS TYPE OF WORK. 2. FLUSH ALL SYSTEMS CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. 3. INSTALL ALL WORK ACCORDING TO APPLICABLE CITY AND STATE CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "OCCUPATIONAL SAFETY & HEALTH STANDARDS(OSHA). 6. SEE SHEET L-1 FOR FURTHER IRRIGATION NOTES. STEEL EDGING NOTES: STEEL EDGING SHALL BE PLACED BETWEEN TURF AND GROUNDCOVER OR SHRUB BEDS AS INDICATED ON THE DRAWINGS. STEEL EDGING SHALL BE PLACED BETWEEN SEASONAL COLOR AREAS AND SHRUB OR GROUNDCOVER AREAS WITHIN THE PLANTING BEDS AS INDICATED ON THE DRAWINGS. INSTALL STEEL EDGING PER MANUFACTURER'S RECOMMENDATIONS. w_ it it Lu O N w U) N o � IW-• o 0 O z 6 F N OD � 0 z z o �S o & a. N o U z U Z LLJ _ LLJ � Q � x Lj ~ Z O m H O LLJ d U J w = z LLJ rl' m Ld m LLI z (n m J m LLJ J m Al a oO Lo � 00 II N N N N N (n my 0 rn F- Q � mw o _� o u NO is c c c m _ Z�� o v ►O V)co c m (n "c o J m ° CC ,a 5 m 6 m Q m ° o = �vo Vv QO W La 3 mow Un Sheet L-3 AFRO INDUSTRIAL BRANCH OFFICE PARK, 0.R P.O. BOX 1807 BRENHAM, TEXAS 77833 DRAWING DRAWING TITLE CVR COVER SHEET S-1 OVERALL KEY FOUNDATION PLAN S-2 OFFICE — FOUNDATION PLAN S-3 OFFICE — BUILDING PLAN S-4 OFFICE — BUILDING SECTIONS S-5 SUB —ZERO STORAGE AREA & TRUCK DOCK — FTG PLAN S-6 SUB —ZERO STOR. BLDG. — FND BEAM PLAN S-7 SUB —ZERO STOR. BLDG. — FOUNDATION PLAN S-8 SUB —ZERO STOR. BLDG. — STRUCTURAL DETAILS S-9 SUB —ZERO STOR. BLDG. — BUILDING PLAN 5-10 SUB —ZERO STOR. BLDG. — ROOF FRAMING PLAN S-1 1 SUB —ZERO STOR. BLDG. — FRAMING ELEVATIONS S-12 SUB —ZERO STORAGE BLDG. — FRAMING ELEVATIONS S-13 SUB —ZERO STOR. BLDG. — BOLLARD PLAN S-14 FUEL ISLAND SITE INFORMATION S-15 LOADING DOCK CANOPY A-0 OVERALL KEY FLOOR PLAN OVERALL ROOF PLAN A-1 OFFICE — FLOOR PLAN A-2 OFFICE — REFLECTED CEILING PLAN A-3 OFFICE — WALL PANEL ELEVATIONS A-4 OFFICE — ROOF INSULATED PANEL PLAN A-5 OFFICE — EXTERIOR ELEVATIONS A-6 OFFICE — EXTERIOR ELEVATIONS A-7 OFFICE — BUILDING SECTIONS & CANOPY DETAILS A-8 OFFICE — PLAN DETAILS A-9 OFFICE — FINISHES PLAN A-10 OFFICE — DOOR & WINDOW SCHEDULES & ELEVATIONS A-11 OFFICE — DOOR & WINDOW DETAILS A-12 OFFICE — DOOR & WINDOW DETAILS A-13 OFFICE — ROOM FINISH SCHEDULE & INTERIOR ELEVATIONS A-14 OFFICE — INTERIOR ELEVATIONS A-15 MILLWORK SECTIONS A-16 MILLWORK DETAILS A-17 FLOOR TRANSITION DETAILS SANFORD, FLORIDA 0 DRAWING DRAWING TITLE A-18 SUB —ZERO STOR. BLDG — FLOOR PLAN A-19 SUB —ZERO STOR. BLDG — EXTERIOR ELEVATIONS A-20 SUB —ZERO STOR. BLDG — EXTERIOR ELEVATIONS A-21 SUB —ZERO STOR. BLDG — BUILDING SECTIONS A-22 SUB —ZERO STOR. BLDG — DETAILS A-23 SUB —ZERO STOR. BLDG — DETAILS A-24 SUB —ZERO STOR. BLDG — DETAILS A-25 SUB —ZERO STOR. BLDG — CANOPY DETAILS A-26 SUB —ZERO STOR. BLDG — DR SCHED & ELEV. & RM FIN SCHED A-27 SUB —ZERO STOR. BLDG — DOOR DETAILS A-28 SUB —ZERO STOR. BLDG — DOOR DETAILS M1 MECHANICAL SCHEDULES M2 OFFICE — MECHANICAL PLAN M3 SUB —ZERO STOR. BLDG. — MECHANICAL PLAN M4 DETAILS P1 PLUMBING SCHEDULES P2 OFFICE PLUMBING PLAN P3 SUB —ZERO — PLUMBING PLAN E1 ELECTRICAL SCHEDULES E2 OFFICE — ELECTRICAL PLAN E3 OFFICE — LIGHTING PLAN E4 SUB —ZERO STOR. BLDG. — ELECTRICAL PLAN E5 SUB —ZERO STOR. BLDG. — LIGHTING PLAN E6 TRUCK PANEL PLANS E7 WIRING DIAGRAMS SUB —ZERO STORAGE BLDG. & LOADING DOCK E8 OFFICE — ELECTRICAL POWER PLAN (COMMUNICATIONS) E9 SITE PLAN — ELECTRICAL FP FIRE PROTECTION PLAN E 0 w• � 1 w 0 W LL 0 w V) Ld O F- N � O Z N O M W w 9 >_ O N1cLw z o r3c- CD 1 "i F- �ON U z � = C) Z m w� � � Q Z o w � m o E L. w mQ U J Loo o0 = Z z w vQi w m r -J W m w m J m w m w w ry w O U o� O Lc)LQ co00 IN N N N N N � W ^^ > Q� x wQ F- LL. O O w O & _E V i N W J m 2 X N m¢~ v = 2 � o u Q � � W W .,2 F-- of Q O U to LL_ Sheet uuu arr v w m u7 C9 Z N Q m V) w _.. , ®.. -MATCH LINE 011, 0 z U ® w ;NIn 0 N In N M 1 VJ -V 73'-5" 31'-7" 58'-0" 15'_5" 5 4 10 9 8 7 6 I I N I I ( I I I I I I I I I I I I I I I I I i I I I I I ( I I I I I I I I I I I I I I I I I I I I I I SUB -ZERO STORAGE BUILDING I I I I I I I I I I FOR DETAILS RIFER TO DRAINING S5 - In I i I I ( I I I I I � I I I I I I I I I I I CANOPY LINE ABOVE 6'-5" 13'-10" 1 v ►- I - - - - - - I - - - - - - I - - - K -- ------ --� I I I I( co I I I I 9 I 7 I I I I C9 Z O I I I I I I I 1 I I & � 1 I I I I - - - ' - - - I r I I I RAMP I- `./ - - - - - - - - - - - - - - - - - - - FT I I I I I I I D I R ( I I 1 I I I I ( I I I I I I I 3 �J -- ( I I I I I I ( I - - - - - - - - - - - - - t - --9}- - - OFFICE BUILDING I 1 I I I I I FOR DETAILS REFER TO DRAWING S2 I N II I I I I I I I ( I 1 I I I I I ( ( I I 1 I I I I I ul I I I I I I I I I I I I I I I I - - - - - - A B C E G H 105'-0" OVERALL KEY FOUNDATION PLAN SCALE: 1 /8" = 1'-0" GENERAL: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, SHOP DRAWINGS AND SPECIFICATIONS. 2. GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTAL FOR APPROVAL. SHOP DRAWINGS, REVIEWED BY THE GENERAL CONTRACTOR, FOR REINFORCING, DECK, STRUCTURAL MEMBERS, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND A STAMPED APPROVAL RECEIVED PRIOR TO FABRICATION. ERECTION SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY. 3. FABRICATOR SHALL HIGHLIGHT CHANGES MADE IN SHOP DRAWINGS WHICH DO NOT COMPLY WITH THE DESIGN DRAWINGS. 4. A RECORD SET OF APPROVED SHOP DRAWINGS SHALL BE KEPT IN THE FIELD BY THE GENERAL CONTRACTOR. 5. SEE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS FOR OPENINGS IN WALLS AND IN ROOF AND FLOOR SYSTEMS. 6. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, LOCATIONS AND ASSOCIATED OPENINGS WITH MECHANICAL CONTRACTOR. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BRACING, SHORING, GUYING, ETC. AND OTHER METHODS TO PREVENT EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THESE PROVISIONS TO REMAIN IN PLACE UNTIL SUFFICIENT PERMANENT MEMBERS ARE CONSTRUCTED TO INSURE THE SAFETY OF THE STRUCTURE. 8. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON SOILS EXPLORATION AND REPORT BY ARDAMAN & ASSOCIATES, INC, REPORT ENTITLED, "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION FOR BLUE BELL FACILITY, IN AERO INDUSTRIAL PARK, SANFORD, SEMINOLE COUNTY, FLORIDA. 2. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AT A MINIMUM OF 18" BELOW ADJACENT GRADE. 3. EXCAVATE THE FOUNDATIONS TO THE PROPOSED BOTTOM OF FOOTING ELEVATIONS AND, THEREAFTER, VERIFY THE IN -PLACE COMPACTION FOR A DEPTH OF 2 FEET BELOW THE FOOTING BOTTOMS. IF NECESSARY, COMPACT THE SOILS AT THE BOTTOM OF THE EXCAVATIONS TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) FOR A DEPTH OF 2 FEET BELOW THE FOOTING BOTTOMS. 4. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. 5. ALL FOOTINGS TO BEAR ON UNDISTURBED EARTH OR ENGINEERED COMPACTED FILL AT ELEVATIONS SHOWN ON PLANS AND DETAILS. 6. ALL FOOTINGS, OR PORTIONS THEREOF, BELOW GRADE MAY BE EARTH FORMED BY NEAT EXCAVATIONS. 7. FOOTINGS TO BE CENTERED ON WALLS OR COLUMNS UNLESS NOTED OTHERWISE IN PLANS OR DETAILS. 8. PREPARATION FOR THE CONCRETE FLOOR AND FILL IN THE OFFICE BUILDING AREA SHALL CONSIST OF EXCAVATING THE TOP SOILS FROM THE AREA. THE TOP 2 FEET OF SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR DENSITY (SPD). ANY SOFT OR PUMPING AREAS NOTED DURING THIS OPERATION SHALL BE REWORKED UNTIL COMPACTION IS OBTAINED OR THE SOFT SOILS EXCAVATED AND REPLACED WITH SOILS SUITABLE FOR COMPACTION. FILL PLACED IN THE AREA SHALL BE INORGANIC AND DEBRIS FREE SILTY CLAYS (CL), SANDY CLAYS (CL) OR CLAYEY SANDS (SC) HAVING A PLASTICITY INDEX WITH THE RANGE OF 7 TO 25 AND A LIQUID LIMIT LESS THAN 45. THE FILL SHALL BE COMPACTED TO 95 PERCENT OF STANDARD PROCTOR DENSITY WITH MOISTURE CONTENTS WITHIN 3 PERCENT OF OPTIMUM. STABILITY MUST BE EVIDENT DURING THE COMPACTION OF EACH LIFT. vv C9 m cp O t!1 t9 w Z N I m W N �..�..-MATCH LINE .. .�..® :KWA ABBREVIATIONS ARCH- ARCHITECTURAL BLDG- BUILDING BRG- BEARING BTM- BOTTOM CC- CENTER TO CENTER CLR- CLEAR COVER COL- COLUMN CONT- CONTINUOUS DET- DETAIL DWG- DRAWING CONCRETE: 1. PROPORTIONING OF REINFORCED CONCRETE MEMBERS AND THEIR STEEL REINFORCEMENT ARE BASED ON AN ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT THE END OF 28 DAYS. PRECAST DOUBLE TEES 5000 PSI ALL CONCRETE FOR SUB -ZERO STOR./TRUCK DOCK BUILDING TOP SLABS SHALL CONTAIN A SHAKE ON HARDENER WITH MINERAL AGGREGATE AND HAVE A COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. 2. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT "ACI MANUAL OF CONCRETE PLACEMENT". 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. 4. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C 33. 5. ALL REINFORCING TO MEET ASTM A 615, GRADE 60. ALL WELDED WIRE FABRIC (WWF) SHALL MEET ASTM A185. 6. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED PER CRSI AND ACI STANDARDS, INCLUDING CONCRETE COVER AND BAR SUPPORTS (DESIRED METHOD OF SUPPORTING TOP BARS IN THICK MATS TO BE VERIFIED WITH ENGINEER.) PROVIDE CORNER BARS AT ALL FOOTINGS AND WALL INTERSECTIONS TO MATCH HORIZONTAL REINFORCING IN SIZE AND SPACING. AT INTERSECTIONS OF CONTINUOUS SPREAD FOOTINGS EXTEND ALL BARS TO FAR SIDE OF INTERSECTING FOOTING. LAP BARS AT ALL SPLICES, INCLUDING CORNER BARS AND DOWELS, IN ACCORDANCE WITH SPLICE SCHEDULE OR IN LIEU THEREOF 40 BAR DIAMETERS. LAP WWF 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 7. PROVIDE A MINIMUM OF 245, 4'-O" LONGER THAN OPENING DIMENSION ON ALL SIDES OF OPENINGS IN SLABS AND WALLS UNLESS NOTED OTHERWISE. 8. CONCRETE PROTECTION FOR REINFORCING: 3" AT FOOTINGS AND GRADE BEAMS; 2" AT FORMED SURFACES LATER EXPOSED TO SOIL; 1-1/2" AT BEAMS, COLUMNS, AND WALLS. 10. NO ALUMINUM TO BE EMBEDDED IN ANY CONCRETE. 11. NO HOLES OR OPENINGS THROUGH FOUNDATION WALLS AND/OR FOOTINGS WITHOUT ENGINEERS APPROVAL. 12. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4". 13. FOUNDATION WALL, GRADE BEAMS AND FOOTING, CONSTRUCTION JOINTS SHALL BE KEYED AND SPACED AT 60'-0" MAXIMUM ON CENTER AND LOCATED AT 1/3 POINT OF SPAN. 14. NO CALCIUM CHLORIDE TO BE USED IN CONCRETE. STEEL: 1. STRUCTURAL STEEL SHALL MEET THE LATEST AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. ALL STRUCTURAL STEEL TO MEET ASTM A-36 - fly = 36 KSI. ALL TUBING TO MEET ASTM A-500, GRADE B - fly = 46 KSI. ALL PIPES TO MEET ASTM A-53, GRADE B - fly = 35 KSI. 3. ALL BOLTS A 325 HIGH STRENGTH, WITH WASHERS AS REQUIRED, (EXCEPT ANCHOR BOLTS TO BE A307). 4. WELDING SHALL CONFORM TO THE STANDARDS SET FORTH IN AWS PUBLICATION, "WELDING IN BUILDING CONSTRUCTION". 5. ALL FIELD AND SHOP CONNECTIONS TO HAVE 1/4" FILLET WELDS MINIMUM UNLESS NOTED AS BOLTED CONNECTIONS. 6. ALL FIELD WELDS TO BE WITH E70XX ELECTRODES. 7. ALL ERECTION DRAWINGS SHALL SHOW ALL FIELD WELDS REQUIRED. 8. NO OPENINGS TO BE PLACED IN BEAM WEBS OR FLANGES WITHOUT ENGINEER'S APPROVAL. 9. NO WELDED CONNECTIONS PERMITTED AFTER ROOFING MEMBRANE IS IN PLACE. 10. UNLESS NOTED AS GALVANIZED, ALL STRUCTURAL STEEL SHALL BE SHIPPED WITH ONE SHOP COAT OF PAINT APPLIED IN ACCORDANCE WITH THE STRUCTURAL STEEL PAINTING COUNCIL REQUIREMENTS FOR THE FOLLOWING GRADE: POWER TOOL. 11. SHOP PAINTING SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: SHAPE, PLATES, ETC.: TTP-636. BRUSH APPLIED 1.5 MIL DRY MINIMUM. SPRAY APPLIED 1.5 MIL DRY MINIMUM. 12. STEEL ANGLES IN PAIRS SHALL BE PLUG WELDED AT 24" CENTERS. w O Ln w D V) 0 o IW- 0 �- O z J J w N O z M N Q 3 W W O tj OD4� W o U Y & Z O N o- Y°dCOO a U z U z (/) m W Ld Q Wm z O EK o LL. Q 0 o U -J W = W m ; m w J LL z m m Ld J om O O O Lo Lo co co I I N N N N N U_ u ) Q p J x o v C I- LI_ N N � N r O �o Oco 0) Q)i s EI z:D 0 0 V� EA- EACH HSB- HIGH STRENGTH BOLT REINF- REINFORCE a g U)ci EF- EACH FACE LG- LONG REQ'D- REQUIRED c m ELEV - ELEVATION LLH- LONG LEG HORIZONTAL SEC- SECTION =-� Cw.J x EQ- EQUAL LLV- LONG LEG VERTICAL SHT- SHEET Q ~ EW- EACH WAY LLBB- LONG LEG BACK TO BACK SIM- SIMILAR m _ EXIST - EXISTING MAX- MAXIMUM TOF- TOP OF FOOTING o 0 U ¢ ck� EXP ANCH- EXPANSION ANCHOR MECH- MECHANICAL TOS- TOP OF STEEL 0_� w 0 EXP. JT.- EXPANSION JOINT MIN- MINIMUM TYP- TYPICAL Ld FFE- FINISHED FLOOR ELEVATION NTS- NOT TO SCALE UNO- UNLESS NOTED OTHERWISE Q FOC- FACE OF CONCRETE O.C.- ON CENTER VERT- VERTICAL o � FOS- FACE OF STUD 0/0- OUT TO OUT WP- WORKING POINT GALV- GALVANIZED REF- REFERENCE WWF- WELDED WIRE FABRIC HORIZ- HORIZONTAL Sheet 11 11 H ofnr, 3 2 A T_ I N In R LO I A 0) I in 1 II 00 A B C D E F G H 105'-0" OUT -OUT 104'-7" STEEL LINE 18'-0,V2 22'-0" 22'-0" ' I ' 22'-0" 18 Q)�" 17'-0" 5'-0" 9'-1" 12'-11" 1-I I I- #5 L SHAPE DOWELS 12" LEGS I ' 12" LEGS ® 16" O.C. `»1 *l 0 16"SO E DOWELSOLLOIA SLOPE OF RAM J I I ----------------7Atlrr)Mr'WllM s—p3-------------------- ,----------------- - I - --� - - -- --I-- ----------- I ----------- --- � `I Ti r- r I I Y B I I I I I #6 PLi A.B. - s2I I I' M 1 1 s2 ' 1 II S8 01 I BOLLARDS RE: SHEET S13 I I I LO Z U 1 I 1 i �I III III I I i� U 21 1 II II III III III rzo 0111 11 O �I I ili III I I � I I I 1 I I I'I W �111 III I I F_ I i 11 III III I I o" 1'-9" I I I 20'-5" ,1 I'I 2" DIA CONDUIT 1 I I I III W/ SLOW 90 BENDS III I I I I I III TTO YPICAL ISLAND YPICAL D 2" DIA CONDUIT W/ SLOW 90 BENDS 1 �_S24 1 I 1 I I I I I I T TELEPHONE I,I III I I I _- _J�__________________________--J'____________________________________ _____________________-_____________- -- ----------------------------_ ----- _------- - - -_----------------�------ - - - - -- - - - - - II ®" III '-" III '-" I I '-" III " I I 19 6 22 0 22 0 22 0 19 -6 I I I I I I I I I I 1 III III III III l I I I III I I I I I it III III I I I I 11 I I I I III III I I I I I I I I I I I i III III I I I I 11 E I I I I I'I I'I I S2 I (I III S2 III I I III I� I I I I III III II ___ ________________ -___-_--__--_______ ____-) -_-______-____________-__---__--______----______-____-) -___--_____--__-_____-� I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I� III III I I I I �I I I I I III I'I II I I I I I I I I 1 I� ICI III I I I I �I D I IAN D D ICI D I'I E S2 1 1 s2 I I 32 I IAN Eft g2 I I s2 I 1� ICI ICI I I I I �I 1 I I I I ICI III 1 III I I I I I I II 1 I 29'-1%" I 10'-3" III 10'-3" III III ' I ELECT STUB UP CONDUITS , 4" PVC DRAIN PIPE I 1 RE: E1 I I I I III IE ELEV. -1'-0" #6 L SHAPE DOWELS 12" LEGS I I 1 28'-6" \ I , I 0 16" 9:E. ---7 \ I 1 Ip w I - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - kS2 - - - - >. \\e--4" PVC DRAIN PIPE \\°�-4" PVC DRAIN PIPE - \$-4" PVC D PIPE 2'- " I IE ELEV. -2'-0" I IE ELEV. -2'-0" I " ELEV. -2'-0"" E C 8 0 6 S2 S2 A B C E I /1I I K I f-\ ATlr\I\ I n I A K I SCALE:1/4" = 1'-O" SUB -ZERO BLDG - CONC SLAB AND FOOTING RE: "F/S8" NOTES CONCRETE TO BE 6 SACK MIX W/ MINERALS, AGGREGATE AND HARDENER, 3,500 PSI MIN. SLAB REINFORCING TO BE #4 „BARS 0 12" O.C.E.W. ON CHAIRS ® 48" O.C. MAX PROVIDE TWO CORNERS 24" x 24" L SHAPE #5 BARS TOP AND BOTTOM SPLICE ALL BARS MIN °&I BAR DIA. POUR CONCRETE WITH A'5 1/2" SLUMP MAX REINFORCING SHALL BE GRADE 60 EXPANSION JOINT W/ SEALANT #5 L SHAPE DOWELS 12" LEGS W/ PLASTIC SLEEVES ONE WAY ® 16" O.C. Lol r II t0 I #3 STIRRUPS N 0 24" OC 6 MIL POLY 5-#6 BARS CONT. 02TOP &3BOT 1'-o" COMPACTED SELECT FILL #3 STIRRUPS 0 24" OC 4-#5 BARS CONT. 6 MIL POLY 5-#8 BARS CONT. — 02TOP &3BOT SUB -ZERO / OFFICE SECTION 3,500 PSI - 6 SACK CONCRETE W/ #4 BARS ® 12-OC EA WAY 2 1 /2" 1 � i N FINISH I #3 STIRRUPS 0 24" OC GRADE iD _T 5-#8 BARS CONT. ®2TOP &3BOT z 00 r- 7" EXTERIOR SECTION 10" C 3 Lao /___/7 COMPACTED SELECT FILL I 6 MIL POLY D INTERIOR SECTION S2 SCALE: NONE C II LO COMPACTED SELECT FILL #3 STIRRUPS 6-#5 BARS 6 MIL POLY 5-#8 BARS 02TOP & Lol I 0 N 4" PVC DRAIN PIPE ELEV. -2'-9" 001 - 1 w e _ 2 1 /2" E EXTERIOR SECTION W It CE o w V) 0 W D V) N o 0 .- o Z J J W m J N o M ONO Q : W O a ?k00 0 U z = C) Z (n m W Ld Q � x ~ Z mo LJi_ Ld Q O U J LIJ = w m ; m D a m m m Lw r4A6-. 00 O Lo Lr-, LQ �00 � N N NN N Q� � p �< C N�L a� v O co w N O ■ ■ �= o, Q) O (3 c �c v p V o V) �:2 Wj1� c o ° �mX D -E �- N mQ �QOf c°�v° w0 L Qoo 0ff)L' Sheet =-A N7 SCALE: NONE SCALE: NONE SCALE: NONE PRE- ENGINEERED METAL BUILDING 21" a -- a -- OFFICE BUILDING PLAN SCALE: 3/16" = V-0" METAL BUILDING FOUNDATION REACTIONS* OFFICE BUILDING WIND GRID DEAD LIVE VERT HORZ X HORZ Y MOMENT (kips) (kips) (kips) (kips) (kips) (kip-ft) B1-G1; B3-G3 3.7 6.8 -9.7 0.0 t4.7 0.0 132-G2 6.3 11.3 -16.4 0.0 t1.5 0.0 A1,A3,H1,H3 1.9 3.4 -4.9 t2.3 t1.6 0.0 A2,H2 3.1 5.7 -8.2 t3.8 f0.5 0.0 PORTALFIRM 1.8 3.3 t4.7 t2.8 t3.1 19.0 WIND COLUMN 0.0 0.0 0.0 t5.5 0.0 76.0 * VERIFY WITH METAL BUILDING SUPPLIER A. RIGID FRAMES: ASTM A529. PRE-ENGINEERED METAL BUILDING FRAMES TO SPAN AND ROOF SLOPES SHOWN AND DESIGNED TO SUPPORT DEAD AND LIVE LOADS INDICATED, AND WIND LOADS AS SET FORTH BY THE FLORIDA BUILDING CODE 2001. B. DESIGN: 1. GENERAL: A. THE BUILDING SHALL BE A PREFABRICATED METAL STRUCTURE OF THE SIZE AND CONFIGURATION SHOWN. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 3/16 "AND THE MINIMUM FLANGE THICKNESS OF RIGID FRAMES SHALL BE 3/8". B. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO AISC, MBMA AND AISI LATEST SPECIFICATIONS. WHEN CONFLICTS OCCUR BETWEEN AISC, MBMA, AND AISI, THE MOST STRINGENT SHALL CONTROL. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP AND THE TOLERANCES APPLICABLE TO ROLL FORMED STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES. C. ALL LIGHT -GAGE, COLD FORMED STRUCTURAL MEMBERS AND COVERINGS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISI SPECIFICATIONS. ALL MEMBER SIZES SHOWN ARE MINIMUM REQUIREMENTS AND SHALL BE VERIFIED AND DESIGNED BY METAL BUILDING SUPPLIER. D. DESIGN SHALL BE COMPLETED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. E. THE BUILDING FRAME SHALL BE DESIGNED TO LIMIT THE LATERAL DEFLECTION TO H/360 INCH AT THE BUILDING EAVE FOR A BASIC WIND SPEED OF THE 105 MPH PER NOTE 2C (H IS THE FRAME EAVE HEIGHT). F. A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, PURLINS AND X-BRACING FOR WIND AND SEISMIC LOADS AND A LAYOUT OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE DETAILS OF ALL MAIN MEMBERS. TYPICAL CONNECTIONS (SHOWING BOLT HOLES AND WELDS), AND ERECTION DRAWINGS. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. G. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS, AND ALL OTHER SUCH DEVICES. ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL EQUIPMENT. H. UNLESS CROSS BRACING IS USED TO TAKE LATERAL LOADS, LOAD TESTS ON METAL PANEL WALLS AND ROOF MUST BE SUBMITTED WHERE THESE ARE USED AS A DIAPHRAGM. I. WALL GIRTS SHALL BE DESIGNED TO RESIST WIND LOADS AS SPECIFIED IN DESIGN LOADS. LATERAL DEFLECTION OF WALL GIRTS UNDER THE WIND LOADS SHALL BE LIMITED TO L/360. WALL GIRTS SHALL NOT .SAG VERTICALLY UNDER THEIR OWN SELFWEIGHT MORE THAN L/360 . USE SAG RODS AS NECESSARY TO LIMIT WALL GIRTS VERTICAL DEFLECTION. J. ALL ROOF MEMBERS LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/360. ROOF MEMBERS TOTAL LOAD DEFLECTION SHALL BE LIMITED TO L/240. K. FOUNDATION DESIGN REACTIONS SHOWN IN DRAWINGS SHALL BE VERIFIED BY MBM. 2. DESIGN LOADS: A. LIVE LOAD: 1. ROOF LIVE LOAD: 20 psf. B. DEAD LOAD: 1. 8.0 psf IN ADDITION TO STEEL BUILDING D.L. (ROOF PANEL WEIGHT) 2. 3.0 psf IN ADDITION TO STEEL BUILDING D.L. (COLLATERAL LOAD) C. WIND LOAD: 1. BASIC WINDSPEED=110 MPH EXPOSURE B D. SEISMIC LOAD: NONE E. SNOW LOAD: 1. Pg=O psf F. COMBINATION DESIGN LOADS CONDITIONS SHOULD COMPLY WITH MBMA SPECIFICATIONS. DL+LL DL+ 1/2 LL + WL (UNIFORMLY DISTRIBUTED OVER FULL SPAN) DL+LL + 1/2 -WL DL+SEISMIC FORCE C. MEMBERS AND CONNECTIONS: 1. HOT -ROLLED STRUCTURAL SHAPES: 36 ksi, ASTM A 36. 2. PLATE AND BAR STOCK MEMBERS: 42 ksi, ASTM A 529. 3. COLD FORMED MEMBERS: 50 ksi, ASTM A 607 (GRADE 50). 4. ROD BRACING: 36 ksi, ASTM A 36. 5. MISCELLANEOUS MEMBERS: 42 ksi. 6. PRIMARY BOLTED CONNECTIONS: ASTM A 325. 7. SECONDARY BOLTED CONNECTIONS: ASTM A 307. 8. SHOP CONNECTIONS: AWS STRUCTURAL WELDING CODE. D. MEMBERS COATINGS: 1. ALL EXPOSED STEEL SHALL HAVE A RED PRIMER FINISH AND INDUSTRIAL ENAMEL PAINT FINISH. w_ It w O V) V) 0 w N c IW- 0 .- o z a J _J W m-mJ N o Z�, Nin�in��uJ W O o f _ & Z I LN o- o Y °duo O zU z Q (n m W LLJ Q Wm z (J O LL. m < o U J W = W Ir m ; m w D z � m m W m CD z_ m W _-) LL II O 00 OLo L� coco I I N N ` N N -� aNi U (n �0 Fo Q p �o C � F_ Ll_ AMA" C v O a' O rn ■■ d aci C)FW--� o p V) 17 � a V o co cn > r` o w C� m x 30 N m< � C-) Q of w Q L�� Qo0 U tr) L_ Sheet 8»x3 1 /2» 12ga EAVE STRUT WALL PANEL BY OWNER 0 I i� 2j» 71» 8»x3 1 /2» 12ga SAVE STRUT WALL PANEL BY OWNER 0 I i� r 5» 74» A BUILDING SECTION S4 SCALE: 1 /4" = 1'-0" B BUILDING SECTION S4 SCALE: 1 /4" = 1'-0" es» mi ini mi -rvn n» mi imi ILI -M,-M ROOF PANELS BY OWNER C]"__T A /A" A A « f Al/P r�rmi rr ROOF PANELS BY OWNER _m - . ie» . ANCHOR BOLTS BY G.C. r 2j» 7j» 74» WALL PANEL BY OWNER WALL PANEL BY OWNER DOOR OPENING MEMBRANE ROOFING ROOF PANELS BY OWNER -,, BEAM BY SUPPLIER J 8 1 /4» 14ga WALL PANEL BY OWNER RAKE ANGLE DETAIL SCALE: 1 " = 1'-0" _w 0 o U) U) - o w N 0 o LLJ 0 o z Ld W N � J 0 � z � N 00 ¢Q� � 3 W W O Lw Q Y 2 o Y2 Z ,L N _ o U z — () = C) z a ry m W — �W Q z 07 0 m o Fy u- W —J J d Vry Q o 0 Lu W m N � W m m Li m W J m O O O Lo Lo Lo I I N N NN 00 Qv �OvO x wQ LL. v _v D C v O O00 w N O ■s o, � O U Fw d. o v V nc_ � V) n c CD � O �mF- D -5 m< v U (j Q ry w O W 7 f--F- O O U n LL- Sheet I& N 0 N O 1M 5 ii -- o 4 — — 2'-2" LEGEND: oo.00 TOP OF FOOTING ELEVATION 1" THICK BASE PLATE W/ (4) 1- 0 ANCHOR BOLTS W/ 20' EMBED AND 5' HOOK (TYP) -� SUB —ZERO STOR. BLDG. SCALE: 3/16" = 1'-0" — FOOTING PLAN ,10, o o O 0 SUB -ZERO 1' 6g» � " EXTERIOR 2 e . A d 'b • ' . n'.. .� ' .. d ° .. . O 'd 44 .. d °° . d. Q d ' p .a .f'. d •dp• d d .O 40-6" rB FOOTING SECTION 55 SCALE: 3/4" = 1'-0" SUB —ZERO #5 0 12" 4 #5 CONT. SUB —ZERO C FOOTING SECTION S5 SCALE: 3/4" = 1'-0" 2'-2" 1'-4" 2" SUB —ZERO TRUCK DOCK 2'-0" ///ar s» d Q 4 ¢ d n a d o 4 O < Pd 4 #5 CONT. a. d °.. A d .. ,a . M' d 4'—$" #5 ® 12" FOOTING SECTION S5 SCALE: 3/4" = 1'-O" EXTERIOR CONC. PAVEMENT SEE "SP" DRAWINGS K DOCK #4 ® 12" • 'd < O o a . d.... aQ 3 #5 CONT. r RjA d 2'-0" E FOOTING SECTION S5 SCALE: 3/4" = 1'-0" SUB —ZERO EXTERIOR #4 0 12" 3 #5 CONT. F FOOTING SECTION S5 SCALE: 3/4" = 1'-O" RE: SHEET S1 FOR GENERAL NOTES. 7 #5 CONT. _W 0 O V) 0 w V) V) N o I— 0 o z J J W � m J N 0 p � Z N Q w N � 4a n, in o Y 0� O U z U — z Q m U) m I -'-I wm z 0 o �LLJJ LL Q o 0 U w = z w Q� m J w m w J z cn m m D _J m W 7 0 <C Q�—I � U n 0 Cf u O c�3 LL L -I < N W cr- � m Q U U Oo OLr) L� ao 00 I i N N N , 0V) Q� J X a o W Q LL- (11) _� o O O pp w - NO a � (-3 LLJ� o v V� c� Wj� N m¢ U U Q w O L i— O O Un LL- Sheet t oil p s CL o � v 1 1 /2" I #3 TIES 0 12"o.c. CLR. 4 #6 VERT. WITH N P 7" L7* P PILASTER TYPE O 4 #5 VERT. WI' #3 TIES ® 12" I I 1 PILASTER TYPE 4 v 1 1 /2" $ CLR. a P 6„ 1 6, P " 4 #5 VERT. WI" #3 TIES ® 12" PILASTER TYPE O2 L PILASTER TYPE RE: SHEET S1 FOR GENERAL NOTES. Fm III F 40 s ,a- # 3 ES 0 12"o.c. 4#5 VERT. WITH w � o w w N 0 Ln w N O F- 0 o Z J J Li m N z M N Q �Q _D w W I O N o_ o Y O o 0 U Z (n = U Z a ry m w — Q V) Zo wm o F-- E U �w J = m o = J a mom' III m D m w =) M m Q � O N -� Q mw m .m c� O o o0 o� U-)Lo 0000 11 N N NN N -:3 aNi J L. Q v x o, v W Q I- W C - N N N � C 00 O pp w - NO U�� `c aEi z =) v a V� a v v � W UJ rmx v 3 mQ �<L� UU w Q � ::E r � QOO Sheet S-6 5" 10 DES C OPH S7 DET B OPH S7 1'-3 a a Lo 6 r 6 5 4 N NJi =1 �m r2 sa W a z v wa O L LI N O V) I Lo a �' I o Lo ; j lo I *T 4* c S15 1'-4' 95'-6" OUT -OUT I 4 4. 94'-B" STEEL LINE 23'-OY2" 23'-OY2" 23'-0 " 23'-O%" A E DET B I 1 I A Ss L'77 Se Ala se 21'-1C1" I 21-10" IF 21'-10 " 21'-10 1'-211'-" 3 '-o"8 688'-0" 8'-0 8 '-0" 8'-0" II V-2" " '-o" -0 ss8 8'-o" 8-0 TEE 4" 48" 24" DOUBLE TEE 24" 4824 DOUBLE TEE DOUBLE TEE DOUBLE TEE DOUBLE TEE 424 24484484 "-I DOUBLE TEE 24 DOUBLE TEE 2448A DOUBLE TEE 16 4816� DOUBLE TEE 1244824 DOUBLE TEE DOUBLE TEE " 4 " 48" 2422# " 8, TT I TTI I-IIIIIII IIII2- III-III I-IIIIIIIIIII-IIII IPI IIIIII1II IIIIIIII�I�IIIIII I IIIII I1i-I I IIIIIIIIIIIIIIII IIIIIIIjIlI I1IIIIII ITT TT-m- IIIII III III IIIIIII II IIII�IIIII II"II i IIIIII-IIIII IIIIIIIIIIII II 93'-6" II III ORAGEAR TOP SLAB: 6" THK. CONCRETE REINFORCED WITH #5 BARS 0 12"o.c. EACH WAY OVER 3 LAYERS OF 2" INSULATION AND VAPOR BARRIER. INSULATION TO BE INSTALLED WITH STAGGERED II II JOINTS. II III BOTTOM LEVELING SLAB: 3" THK CONCRETE I II REINFORCED WITH 6x6 W2.1xW2.1 WWF OVER PRECAST DOUBLE TEES. --III -- -{- -; -r® - - B II II II II II II I se"x2' IbEKED#5 BARS II LA10"DE 8'-0" LG. MID) IN TOP OF SLAB (TYP.) I" I; I,IIIIIIII I I I I I I T TT TT TT TT TT TT TT TT TT TT T TT T TT TT TT TT II IIT III- III IIIIII IIIIIIIII IIII IIIIIIDIIIII I III IIII III III IIII IIII IIII" IIII IIII II1I IIII IIII IIII IIII IIII IIII II1I IIII IIII III✓I yll I II II III III IIIIIIi IIII oe II I PROVIDE ANGLES ® DOORWAY SEE DETAIL "M" SHEET "S8" 1" CONDUIT FOR DOOR HT.°� cIIIIIIIIII I SEE DETAIL "7" SHEET "A28 "-IIIII�IIII II II II I- c-''I1IIII, 21-1 Q2" -2"II 21-1 CP2" 1l_2" 21'-10h" --- - NON _.�IIIIIIIIIIi-I; 1IIIII- 1 22'-X" " �- % 22 1�- / 1;✓ IIIII i1 rr.�1L_I '-0" ; �IIII►II'IIIIIII !, RECEIVING. TRUCK DOCK, SLIGHT SLOPE 4-' ►- FORKLIFT R CHRGE FLOOR S M: 8" THK CONCRETE REINFORCED SLAB I'1' 1�A .II�I ;I 1 ON GRADE WITH #4 ® 12"o.c. EA. WAY I 111III '- ►IIII'I AT MIDDEPTH. 1-'-F �� ► 2A6 ; 21 i 1; �IIIII;II i rIIIII �SIIII1- �":IIIIIIIIIIIIIII i ��}-� �-; O�4 ; r�®�;; r r®� -IIIII -IIII1 -IIIIIIIIIII -IIIIIIIIIIIIII -"I -'IIIIIII ,IIII- - -�I11 -1� -" _,-; ✓®� Lr�.� - -- -�- - ----------- --------- -- - - ------- ---J�------------------------- ----�--- - - -; 1 G S8 H '- 7'-9 16'-6" 9' 2-Alh 1 1. 6'-2" 4'-10" 6'-2" 46'-2" 4'-10" 6'-2" '-10 7 am ® 3 '-4" TRAILER RAMP I ,123'-OY2" 23- IIII REF. SP3 23,-%" 23'-OX" I 94'-10" STEEL LINE 95'-6" OUT -OUT I I I I I C I I 0 SUB -ZERO STOR. BLDG._ - SCALE: 3/16" 0 SLAB PLAN '-3" i0 I N tD Lo i� N v 4" a* - 1'-4" F- 2'-0"x1'-6" THICKENED SLAB 10" DEEP 10 #5 BAR 8'-0" LG. IN T( OF SLAB. BEND AND TIE BEHIND ANCHOR BOLTS (ONE PER SET OF AB) >r A �I i r r - 8 i FINISHED FLOOR ELEV. = 35.00' LEGEND: ® 5" INSUL. WALL PANEL LEDGE ® -1'-O" 4" INSUL. WALL PANEL LEDGE ® -1 1/2" 2'-O"x1'-6" TH SLAB 10" DEEP #5 BAR 8'-0" 1 OF SLAB. BEND BEHIND ANCHOF 2'-O" DETAIL S7 SCALE: 3/4" DETAIL 57 SCALE: 3/4" = 1'-0" METAL BUILDING FOUNDATION REACTIONS* SUB -ZERO BUILDING WIND GRID DEAD LIVE VERT HORZ X HORZ Y (kips) (kips) (kips) (kips) (kips) K6-M6;K10-M10 3.9 6.5 -11.5 0.0 t6.7 K8-M8 7.8 13.0 -22.7 0.0 t2.5 J6,N6,J10,N10 2.0 3.3 -5.8 f3.5 t3.4 J8,N8 3.6 6.5 -11.4 t6.2 t1.8 J,N @ WIND COLS. 0.0 0.0 0.0 t6.2 0.0 6,10@BRACE 3.9 6.5 t9.4 t7.4 t6.7 J,N@BRACE 2.0 3.3 ±48.7 t6.3 ±23.8 TRUCK DOCK WIND GRID DEAD (kips) LIVE (kips) VERT (kips) HORZ X (kips) HORZ Y (kips) MOMENT X (kips/ft.) 4 5 2.1 2.1 3.5 1 3.5 -5.0 -5.1 t2.9 t2.9 t3.6 I t1.5 4.3 4.3 *VERIFY WITH METAL BUILDING SUPPLIER 1. ALL CONCRETE FOR TOP SLABS TO CONTAIN MINERAL AGGREGATE SHAKE ON HARDENER SONNEBORN "LIPIDOLITH" BY CHEMREX, INC. REFER TO SPECIFICATIONS DIVISION 3, DOCUMENT 03310, PAGE 2, PARAGRAPH I. 2. RE. SHEET S1 FOR GENERAL NOTES. PRECAST DOUBLE TEE DESIGN LOADS: A. DESIGN LOAD: 1. SUPERIMPOSED DEAD LOAD 116 PSF (INCLUDES WEIGHT OF TOPPING) 2. SUPERIMPOSED LIVE LOAD 350 PSF B. DOUBLE TEES SHALL BE SIZED AS INDICATED ON THE DRAWING, AND DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. C. DOUBLE TEES SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI. _w Eli 0 O V) Ln W D V) N o F- 0 r- o z .J J w N [jCF)4 _5LW Z o- c Y O oaG U z U - Z (fj m Ld W Li X W z O m O U- (� LLJ: Q O U J W = z LW m J w m W J z vQi m m Ld m Z 1 Q CD LJJ N O m .Q U) � n r V I O O o 0,0 11) 1�1) 0000 II N N N L v rv� a o o� i? Ld< C Q) N � Eo mo O orp w - NO z::)r- 0 0 V) r7 a o (n co c� Wjl� J �°�x ° Dom~ � mQ= ; 0 0 Q W O Lj::�i Qoo Sheet 6" THK. CONCRETE SLAB REINF. WITH #5 012"o.c. EACH WAY OVER 3 EA. 2" LAYERS OF INSULATION AND VAPOR BARRIER 3" THK, CONCRETE LEVELING — SLAB ON PRECAST DOUBLE TEES REINF. WITH 6x6 W2.1 xW2.1 WWF CONCRETE CURB - REF. ARCH. 6" r' I 5" WALL PANEL VENT 173 -------- #4 STIRRUPS 0 18"o.c. (> # 12 5 BARS CONT. fi II O r N M 1 /2" BEARING PAD TYP. fi c ��\ #4 CLOSED TIES 0 10"o.c. #6 0 12" 4 #5 CONT. to ;- A SECTION COLUMN BY SUPPLIER TIE BARS BEHIND COLUMN - ANCHOR BOLTS - SEE DETAILS SHEET S7 (L FOOTING 1'-2" 6 2'-3" 2'-3" 4'-s" COLUMN 3/4"=1'-0" CONCRETE CURB - REF. ARCH. 6" THK. CONCRETE SLAB REINF. WITH #5 012"o.c. EACH WAY OVER 3 EA. 2" LAYERS OF 5" WALL PANEL INSULATION AND VAPOR BARRIER 3" THK, CONCRETE LEVELING — SLAB ON PRECAST DOUBLE TEES 1 1 /2" NON-SHRINK REINF. WITH 6x6 W2.1 xW2.1 WWF -GROUT (TYP.) fi co II o M tD w EXTEND TYP. WALL REINFORCING n. r THROUGH PILASTER (TYP.) w J VENT li II D '! o o N 0 REFERENCE PILASTER DETAIL �i FOR SIZE AND REINFORCING li - � J 0 0 / DOWEL TO MATCH PILASTER REINF. 0 010 0 IF#6 0 12" ,— 4 #5 CONT. (L OF FOOTIls G 1'-6" 2'-3" 2'-3" 4'-6" SECTION 3/4"=1'-0" LOCATE CONSTRUCTION JOINT AT 1 /3 OF SPAN (TYP.) 40 db 1" DEEP x 1 /2" WIDE RECESS - FILL WITH SEALANT AT EXTERIOR 2x4 KEYWAY CONT —1 4-#6 ADDITIONAL SHEAR TYPICAL WALL JOINT FRICTION DOWEL (TYP.) NOTE: ALSO PROVIDE DOWELS TO MATCH T&B REINFORCING (NOT SHOWN FOR CLARITY) SECTION U NOT TO SCALE 6" THK. CONCRETE SLAB REINF. - WITH #5 012"o.c. EACH WAY OVER 3 EA. 2" LAYERS OF INSULATION AND VAPOR BARRIER 3" THK. CONCRETE LEVELING --- SLAB ON PRECAST DOUBLE TEES REINF. WITH 6x6 W2.1 xW2.1 WWF -------- --- VENT #4 STIRRUPS Q 18"o.c. (12) #5 BARS CONT. 1 /2" BEARING PAD TYP. #4 CLOSED TIES 0 18"o.c. 7 #5 CONT. #6 0 12" 6".. 1 1'-0" p6" 1'-0" 4'-o" 4 8'—o" SECTION 3/4"=1'-0" 6» 5" WALL PANEL COLUMN BY SUPPLIER TIE BARS BEHIND COLUMN ANCHOR BOLTS - SEE DETAILS\ SHEET S7 fi m --- #3 STIRRUPS ® 18"o.c. - (8) #5 BARS CONT. LINE OF FOUNDATION WALL BEYOND NOTE: " RE: B/S2" REFERENCE PILASTER DETAIL FOR DETAIL AT FOR SIZE & REINF. (TYP.) OFFICE/SUB-ZERO BLDG #4 0 12" #4 ®12" 3 #5 CONT. 3 #5 CANT. RE: ELEC. CONDUIT DETAIL ON E4 20-0"®, SECTION 3/4"=1'-0" HK.(TYP.) fi c I EYWAY CONT TYPICAL INTERSECTION REINF. SECTION NOT TO SCALE 'ANEL REINF. WITH #4 ® 12"o.c. K. CONCRETE SLAB ON WAY AT MIDDEPTH ico FILL BARS CONT, G PAD TYP. IES 0 18"o.c. T. SECTION 3/4"=1 0-0" COLUMN 8" 1'-Q" 2'-O" (+` SECTION_ v 'P.) 4" WALL PANEL fi _O - EXTEND HORIZ. FOOTING 1 AND WALL STEEL THROUGH COLUMN PILASTER CONC. PAVEMENT SEE "SP" DWGS. 3/4"=1'-O" 5" THK. CONCRETE SLAB REINFORCED WITH #4 0 12"o.c. EACH WAY (TYP.) OFFICE SLAB --� o VAPOR BARRIER I N TYPICAL CORNER REINF. 3- #6 CONT SECTION SECTION NOT TO SCALE 8" THK. CONCRETE SLAB ON 4 1 /2" GRADE REINF. WITH #4 0 12"o.c. EACH WAY AT MIDDEPTH 04 fi r #4 0 12" r �I fi r O I 2x4 KEYWAY CONC. PAVEMENT SEE "SP" DWGS. jVAPOR BARRIER i /� COMPACTED FILL x - #4 VERT 0 18"o.c. ` EXTEND 14" INTO SLAB #5 BARS 0 12"o.c. CONT. #4 ® 12" l— 3 #5 CONT. 1'- 8" 1' -0" 1'-0" 2'-0" D SECTION 3/4"=1'-O" L3x2x3/16 WITH 24-0 X 3" ANCH ® 16" OC W/ WELDED PL 1 1 / xx6'-8" TO ANGLE GALVANIZED #5 BAR CONT. 1" BELOW FINISH FLOOR " #5 BARS 30" LG. #4 ®12 0 12"o.c. (TYP.) ao 00 VAPOR BARRIER �\ 6" COMPACTED FILL /\ o � I \ 4 #4 VERT 0 EXTEND 14" INTO SLAB #5 BARS 0 12"o.c. " CONT. CONC. PAVEMENT SEE "SP" DWGS. #4 0 12" 3 #5 CONT. o 1 -0" 8" 1'_0" 2'-0" SECTION 3/4"=1$-0" 8" THK. CONCRETE SLAB ON GRADE REINF. WITH #4 0 12"o.c. EACH WAY AT MIDDEPTH GALVANIZED z4x4yY CONT. w/Y "0x0'-4" HEADED STUD ANCHOR 012" O.C. FOAM SEALANT CONCRETE BEAM NOT TO SCALE NOTE: SHORE CONCRETE WALL UNTIL SLAB HAS BEEN PLACED AND CURED FOR 7 DAYS (TYP.) Ld O V) 0 w D Ln N o w 5 0 0 o .- o z zd .J J w &J O 0 I zN �I— in �W N o 6� m zLo I ol z U Z Q Ld Ld �, W Z O D m o Q � EE U- ll�Q U J J W = z Ld � m 1 w m bi D a cn m m Ld J �Y l7] I Q O .w LLI � N-mm W <� Cn O U U) oID O Ln LoLo coco I I N N N N N N � sl_jx ¢� � v Lli< L o' v Q OCo w N Co p cn I� _O o V p CD (n> c W J ° > Q X �N m< cj cj Q Ir Ld 0 � g s F- �ocl, U O O Sheet S=8 1 _ 1 10 - a-- 0-- o, F J4 9In EE SCALE: 3/16" = V-0" RECEIVING BUILDING 5 o ROOF PANEL BY OWNER 8" PURLIN TYP.--\ BEAM BY SUPPLIER COLUMN BY SUPPLIER ANCHOR BOLTS BY G.C. PRE- ENGINEERED METAL BUILDING A. RIGID FRAMES: ASTM A529. PRE-ENGINEERED METAL BUILDING FRAMES TO SPAN AND ROOF SLOPES SHOWN AND DESIGNED TO SUPPORT DEAD AND LIVE LOADS INDICATED, AND WIND LOADS AS SET FORTH BY THE FLORIDA BUILDING CODE 2001 EDITION. 1. GENERAL: A. THE BUILDING SHALL BE A PREFABRICATED METAL STRUCTURE OF THE SIZE AND CONFIGURATION SHOWN. MINIMUM WEB THICKNESS OF RIGID FRAMES SHALL BE 3/16 "AND THE MINIMUM FLANGE THICKNESS OF RIGID FRAMES SHALL BE 3/8". B. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO RISC, MBMA AND AISI LATEST SPECIFICATIONS. WHEN CONFLICTS OCCUR BETWEEN AISC, MBMA, AND AISI, THE MOST STRINGENT SHALL CONTROL. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP AND THE TOLERANCES APPLICABLE TO ROLL FORMED STEEL UNDER THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES. C. ALL LIGHT -GAGE, COLD FORMED STRUCTURAL MEMBERS AND COVERINGS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISI SPECIFICATIONS. ALL MEMBER SIZES SHOWN ARE MINIMUM REQUIREMENTS AND SHALL BE VERIFIED AND DESIGNED BY METAL BUILDING SUPPLIER. D. DESIGN SHALL BE COMPLETED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. E THE BUILDING FRAME SHALL BE DESIGNED TO LIMIT THE LATERAL DEFLECTION TO H/360 INCH AT THE BUILDING EAVE FOR A BASIC WIND SPEED OF THE 105 MPH PER NOTE 2C (H IS THE FRAME EAVE HEIGHT). F. A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES, GIRTS, PURLINS AND X-BRACING FOR WIND AND SEISMIC LOADS AND A LAYOUT OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS SHALL BE SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE DETAILS OF ALL MAIN MEMBERS. TYPICAL CONNECTIONS (SHOWING BOLT HOLES AND WELDS), AND ERECTION DRAWINGS. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS, AND ALL OTHER SUCH DEVICES. ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL EQUIPMENT. UNLESS CROSS BRACING IS USED TO TAKE LATERAL LOADS, LOAD TESTS ON METAL PANEL WALLS AND ROOF MUST BE SUBMITTED WHERE THESE ARE USED AS A DIAPHRAGM. I. WALL GIRTS SHALL BE DESIGNED TO RESIST WIND LOADS AS SPECIFIED IN DESIGN LOADS. LATERAL DEFLECTION OF WALL GIRTS UNDER THE WIND LOADS SHALL BE LIMITED TO L/380. WALL GIRTS SHALL NOT SAG VERTICALLY UNDER THEIR OWN SELFWEIGHT MORE THAN L/360 . USE SAG RODS AS NECESSARY TO LIMIT WALL GIRTS VERTICAL DEFLECTION. J. ALL ROOF MEMBERS LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/360. ROOF MEMBERS TOTAL LOAD DEFLECTION SHALL BE LIMITED TO L/240. K. FOUNDATION DESIGN REACTIONS SHOWN IN DRAWINGS SHALL BE VERIFIED BY MBM. 2. DESIGN LOADS: A. LIVE LOAD: 1. ROOF LIVE LOAD: 20 psf. B. DEAD LOAD: 1. 3.0 psf IN ADDITION TO STEEL BUILDING D.L. (ROOF PANEL WEIGHT) 2. 5.0 psf IN ADDITION TO STEEL BUILDING D.L. (COLLATERAL LOAD) C. WIND LOAD: 1. BASIC WINDSPEED=110 MPH EXPOSURE B D. SEISMIC LOAD: NONE E. SNOW LOAD: 1. Pg=O psf F. COMBINATION DESIGN LOADS CONDITIONS SHOULD COMPLY WITH MBMA SPECIFICATIONS. DL+LL DL+ 1/2 LL + WL (UNIFORMLY DISTRIBUTED OVER FULL SPAN) DL+LL + 1/2 -WL DL+SEISMIC FORCE C. MEMBERS AND CONNECTIONS: 1. HOT -ROLLED STRUCTURAL SHAPES: 36 ksi, ASTM A 36. 2. PLATE AND BAR STOCK MEMBERS: 42 ksi, ASTM A 529. 3. COLD FORMED MEMBERS: 50 ksi, ASTM A 607 (GRADE 50). 4. ROD BRACING: 36 ksi, ASTM A 36. 5. MISCELLANEOUS MEMBERS: 42 ksi. 6. PRIMARY BOLTED CONNECTIONS: ASTM A 325. 7. SECONDARY BOLTED CONNECTIONS: ASTM A 307. 8. SHOP CONNECTIONS: AWS STRUCTURAL WELDING CODE. D. MEMBERS COATINGS: A. SUB -ZERO STORAGE AREA: 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL HAVE A RED PRIMER FINISH. B. RECEIVING, TRUCK LOADING, & FORKLIFT RECHARGE AREA: 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL HAVE A HOT -DIP GALVANIZED FINISH. C. BOLLARDS: 1. ALL BOLLARDS SHALL HAVE A HOT -DIP GALV FINISH. 8" PURLIN TYP, 8"x3 1/2" 12ga EAVE STRUT 2- 8"x3 1/2" 12ga BACK TO BACK -% l_�k�-ZIP COLUMN BY SUPPLIER 10" MAX. COLUMN DEPTH ANCHOR BOLTS BY G.C. FRAMING DETAILS SCALE: 3/8" = V-0" BEAM BY SUPPLIER A325 BOLTS IMN BY SUPPLIER AX. COLUMN DEPTH ROOF PANEL BY OWNER - GUTTER COLUMN BY SUPPLIER -, 10" MAX. COLUMN DEPTH ANCHOR BOLTS BY G.C. DOWNSPOUT WALL PANEL BY OWNER _w � 0 w 0 w Z) V) N o Li I- � 0 o o z o Z N Q J J W � m J w N 0I OD Z) 0 0 U z U z Q (n m W LLJ � W Z O m o L Iy Q C) o 0 U = z W z W J -J LL_I Lv m m w J m m L J m CD [� n C) CD C/-)CD N m I ,m C/) 00 0Lo L� co00 I � N N NN N 3 0 0) , s(D U (n L V X �o I- � O pc) w - NO LLJ c Elook 0) FL o V p c0 c3 (n>f� LLJ J m c � X D`� V) � mQ= � o u Q � w� � g � <00 0 r) w Sheet ml i v m 0 N O N -1 0 �m �m rW +0 5" un OUT -OUT 5" 94'-8" STEEL LINE 5" f p 1'-3" I 23'-0)�" 23'-Q)�" I 23'--0h$* I 23'—%" 1 1,_3a EAVE STRUT I EAVE STRUT (TYP.) ;o 4 10 2) 1 /2-0 BOLTS o ROOF PANELSBYMEMBRANE OWNER \ ROD RACE (TYP.) / \ \ I I I / \ i W6x20 CAP I o 0 0 0 8 1/4" 14ga i> < I ooO 4 o I I m 1 O I I BEAM BY SUPPLIER WALL PANEL BY OWNER m / ' I \ \ m / ' I 8C3.5 Ix 12GA I \ \ / ' \ \ / / W6x20 \ (TYP.) _ s B SECTIONLn F SECTION s1 o SCALE: 3/4" = 1'-O" s1 o SCALE: 3/4" = 1'-0" 6x2x1/4 BRACEI I \ I (TYP.) � I 1-: I I r z� I J o 2- 8x3 1 /2 12g z w BACK TO BACK w ' \ I LAP I I / ' I \ \ a N O I Ico co 8C3.5 x 12GA / ' I \ \ `n - (TYP.) 8 - - - - - - - - - - - - - $ 1" WIDE - 26 GA. CANT. STRAP BETWEEN T&B U W6x20 ----------�--- 1�i' FLANGE OF PURLINS z v 1 a m \ \\ _ �- Z I I W m \ I ' Qo 1I 1 I — o ><CEO Z LA. I I QAol I I Lew CAP Q �- ----�----- - - ---- (2)14 TEK SCREWS I I W6x20 I LI- - -`-I \ TOP & 807. FLANGE Q Ld o 0 H / \ 8C3.5 x 12GA / I U= z (D c SECTION G SECTION J W - - - \ I W6x20 S10 SCALE: 3/4" = 1'-0" S10 SCALE: 3/4" = 1'-O" w m I ow oz J m / \ m / �m�o I) 1 m r O (n ROOF PURLINS W6x20 EAVE STRUT �TYP.) I \ \ i ' I I \ MAIN FRAME RAFTER r L g - - - - - - - - - - - - - 6 SAG RODS 5 - - - - - - - - - - - - - WITH FLAT WASHER --------------- LEVEL ------------------ 1 \ L2x2x1/4 RACE \ 7, / \ I AND HEX NUTS (TYP.) o Z / \ TYP.) / ____ WAIL GIRT L-3 1 /2x3x5/1 z EVAP � NIT I EVAP UNI I REFERENCE ELEVATIONS WITH ERECTION BOLT O a- o z \ \ 200 LB \ / L 200 LB _l \ / 0I 1 1-- O f o a I 3 16 TYP C Z in O r00 I I / I \ \ / I \ / \ I i / \ m 8f_� 11 CD Lo N Rp B c \ / \ SAVE STRUT (TYP.) \ I \ I D D ETA I L H SECTION m SCALE. 1 1 2" = 1'-O" S10 / SCALE. 1 /2 = 1 -0 m L� 4 — — — — — — — — — — — — — — 4 O x t 1 -4 23 -OY2 Lo 23 -Ql� 23 -0 23- 0� 1'-4" 4" 94'-10" STEEL LINE 4" 95'-6" OUT -OUT A36 BRACING RODS ---- ,1 K L M N REFERENCE PLANS AND o, ELEVATIONS Lo Lo N N 7'-9" 16'-6" 9» j N N L 0 ) FACE OF WEB OR a ' ' Q o FACE OF FLANGELo c ~ _ = o 0 CO N ; �, FLAT WASHER AND �e HEX HEAD NUT W N o LLJ v a V � p1 6"x6"x3/8" MTL COL rn Z HILLSIDE WASHER a CO e �� W-,r S15 N ? o C� m c +' � X EDGE OF CANOPY A SUB —ZERO TRUCK RECEIVING FRAMING PLAN E DETAIL �� Q� S10 SCALE: 3/16" = 1'-O" S10 SCALE: 1 1/2" = 1'-O" �� o 7'-6" 9 s15 v o 0 LEGEND: Sheet — — — — 1" WIDE 26 GAGE STRAP BETWEEN T&B OF PURLINS - - A36 BRACING ROD LOCATIONS m � v 10 W � O w � 0 w N o � � 0 o r O z Q J J W N O o M Z N �QQ� W r O w � �N � Z � Q I A I N N N J " o�o m �m dad t2 N M L K J r--- EAVE STRUT (TYP.) 1 / I WALL GIRT (TYP.) SAG RODS Z Z Z \ 0 0 A I N " 5" 5" 1'-3" 23'-OX" 23'—OY2" 23'-0ok" 23'-07�" 1'-3" 5" 94'-8" STEEL LINE 95'-6" OUT —OUT - A ELEV. COL. LINE 10 S11 SCALE: 3/16" = 1'—O" J K L M N EAVE STRUT (TYP.) ROD BRACE �1 r SAG RODS ca 2Y4" 7'-4" 15'—W" 5" 1'-3" 23'—()X" 23'—OY2" 23'—Okst 23'—%" C ELEV. COL. LINE 6 S11 SCALE: 3/16" = 1'—O" 94'-8" STEEL LINE 95'-6" OUT —OUT - n N Q C. 4U- 1 - 11 ..." 1 C. • 1/. 5" 5" 6 7 8 9 10 ELEV. COL. LINE N S11 SCALE: 3/16" = 1'—O" 10 9 B 7 6 ELEV. COL. LINE J S11 SCALE: 3/16" = 1'-0" LEGEND — A36 BRACING ROD LOCATIONS OUTSIDE FACE OF INSULATED WALL PANEL — — — — — — 1 /2" DIAMETER A307 SAG RODS NOTES: 1. EAVE HEIGHT DIMENSIONS ARE FROM FINISHED FLOOR TO WORKING POINT AT THE OUTSIDE FACE OF THE WALL PANEL. 2. ALL MEMBERS SIZES SHOWN ARE MINIMUM REQUIREMENTS, AND SHALL BE VERIFIED AND DESIGNED BY METAL BUILDING SUPPLIER. J ?w W 0 O N Ln w V) V) N o ui I- 0 Z Z Q J J W m J N O i M 0o0 En � W W � z_ o z M ool N Y U z (f) = C) z Q m w LdW Q z 0 D� m o � W U J � o Q o = J Q W m ry -J LJJ m w m J m LiJ JrAm • z 0 O I— � Q ( I > 0 L1J Cr,- W n N --I (_D m� m � U) LL 00 oLo LoLo 0000 N N �' NN N 0V) Q v o °= w Q �w v o w (D Co NO _ LLJ C _ v o V) IBMc� a o (!j V) jr w �C° x m< �Qry Uv w0 L F- Qry oo Sheet S = 11 nn� N M L K J EAVE STRUT z I I I Z I I:D D DI II II I O �c�'a I I Ic�i v 0O I I II I I I 23'-04" I 23'-04" I 23'-0i" I 23'-04" I " 1*-4**1 -4 4" 94'-10" STEEL LINE 4" OUT -OUT 1'-4* 4" CA 3 1p IR A ELEV. COL. LINE 5 S12 SCALE: 3/16" = 1'—O" 01 O Lel 9 Lol Z3"—uj- j23 —U 13 —Cif 1'-4" 94'-10" STEEL LINE 4" 95'-6" OUT -OUT C ELEV. COL. LINE 4 S12 SCALE: 3/16" = 1'—O" A 0 T r 0 L e 3/8"x8"x10" WITH (2) 1/2"0 x 8" LG. ANCHORS BOLTS C10x15.3 DOOR JAMB E DETAIL S12 SCALE: 3/4" = 1'-O" C10x15.3 DOOR C10x15.3 DOOR •A F SECTION S12 SCALE: 3/8" = 1'—O" NOTE: REFERENCE SHEETS A27 & A28 FOR OVERHEAD DOOR DETAILS N r� 06 =J N I C9 = T f') T TI ELEV. COL. LINE N S12 SCALE: 3/16" = 1'-O" I I C,Ox,5.3 I I 00 z I I w � x II � T o " � I � 0o " 14'-2" 5I 5" 5 15'-0" STEEL LINE 15'-5" OUT —OUT ELEV. COL. LINE J S12 SCALE: 3/16" = 1'—O" NOTES: 1. EAVE HEIGHT DIMENSIONS ARE FROM FINISHED FLOOR TO WORKING POINT AT THE OUTSIDE FACE OF THE WALL PANEL. 2. ALL MEMBERS SIZES SHOWN ARE MINIMUM REQUIREMENTS, AND SHALL BE VERIFIED AND DESIGNED BY METAL BUILDING SUPPLIER. W 0 o(n o- W N O H N � 0 T o z o M Q tti�44 J J Ld M m W N O �� W�O D�W =itZ O 9L o_ Y � 0 0 U z = C) _ Z Q ry (� m w _ Q V) w ~ z 0 D m o � C a U J -J W = LW Iz m J m w D Q N m m Ld Ld V) 0 z O O Q > � W O 0 W W m U N _z < oQ O Lo Lo Lo coco N N N N UIX L Q p Q � Li C �p N � N ,� C o O O op NO is w - d, CU Ld E o v fn I d o 2 VpCD c o W �m X �� ~ Z5 ma= �Qry Uc� �W0 Ld QOO U r) LL Sheet cp o�Lq S=12 rn v d M N O N N 9 r SUB -ZERO Z TRUCK___/ RECEIVING BOLLARD PLAN SCALE: 1 /4" = 1'-0" ROUND TOP _ w/ CONCRETE SCH 40 STEEL PIPE 7 DIP GALVANIZE T BOND BREAKER - ,B AS SHOWN 4- jx3 STUDS '-8\" x 10" x I" PLATE B KICK PLATE Fl 37SCALE: 1 1/2" = 1'-0" DETAIL _w 1h It O w p LL. V) W Y) N o 1-- O O Z J J W N d Z N Q m -jI W � r � O Q � Y � = it Z O � N o- o Y CL °duo " O U z = � - Z Q ry U) m w Ld � w Z 0 m o LLJ U J -� W = z w a-, m J w� m w Q m m Ld m O O O Lo Lo Lo co 00 I I N N N N u V) Q 0 N O F'LL. C � L ry N N C c v 000 w N O is a aci W co C)I—� c E v V Jim_o a V p CO (n>� c� o W J M c !p ry X -D75;~ M < V' ( _ U U Q ry � W W.2 F- o ly- o 0 r) I Sheet S=13 Cam of2a F ...I � m m r 3 'o -o °o s 6X6x3/8" CANOPY MTL COL 7'-0" do BLDG ELEV BLDG ELEV c� 0'-0" BLDG INSUL PNL 0'-0" �' #3 REBAR 0 12" O.C.E.W. 7/ � \ I I EL-0'-1 1/2" --7 1 .I 3"x2"x 3/16" (LLV) 4 ao GALV MTL ANGLE r o #4 DOWELS ® 12" OC DOCK BUMPER 8" BY OWNER � .JT. N #3 STIRRUPS SEALANT 0 24" OC ELEV 8 - #5 REBAR -� It BLDG FOUNDATION BEAM04 11 r O LOADING DOCK SECTION EL -5'-0" s EXP. JT. W/ SEALAI wVmNa ,� ACCESS RAMP SECTION BLDG ELEV 0'-0" #4 DOW DOWELS 0 LOW RAMP ' .DE BEAM BUILDING ACCESS RAMP SECTION SCALE: 3/4" = 1'-0" Y SUPPLIER COLUMN DEPTH TS BY G.C. ZADE _W W Q' O W W V) 0 W N V) N o Ld F- � N 0 o o z Z J J W N O ZN O5 �FQQ— OW = s Z r IE N'_ Y o Y °d 0 O U z (n W U z a m LLJ z 0 w m X F o U= I —I Lv Q o J`` z wV) LEI m ry w m m W J m m 1�i im 00 OLf) LLO I I N N N N U V i Q v v v W Q H LL. Q� S �o O Ooc) w N O ■■ d,avi CULJ� •c � Z�� v V _v v � C) �>� W m > x >_�i� m4 N �Q Cj U W' 0,W0 W� Q O O U rr) LL_ Sheet S-15 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" L._ nn� N O O N 0 IR dd 0 M M a 3 v 2 LAYERS @ 5/8' TYPE 'X' SHTRK EA SIDE OF CLG J❑ISTS 2'X2'ACC❑USTICAL TILE & GRID W/ 10' BATT INSULATI❑N �i 4'X2' LAY IN FLUOR FIXT 2' X 2' AIR RETURN GRILL 2'X2' A/C DIFFUSER B SUSPENDED FLUOR FIXT WITH WIRE GUARD OD E F EXHAUST BATHROOM FAN E RECESSED INCANDESCENT LIGHT ® X EMERGENCY EXIT LIGHT WALL MOUNT FIXTURE RE: MEP1 FOR LIGHTING FIXTURE SCHEDULE 6' c� :Q C F c� 3' 3' ❑PENINGS UP TO 3" DIA TYPE G SCREWS @ 6' ❑C TOP & B❑T METAL STUD TYPE G SCREWS IF GAP AROUND PENETRATI❑N IS 1/8' OR LESS M PACK WITH J❑INT COMPOUND OR APR❑VED FIREPR❑❑FING MATERIAL IF GAP AROUND PENETRATI❑N IS GREATER THAN 1/8' BUT LESS THAN 1/2' PACK WITH MINERAL WOOL SAFING OR APPROVED co FIREPR❑❑FING MATERIAL TYPE S SCREWS SKIM COAT BACK SIDE OF PATCH WITH J❑INT COMPOUND LEAVE ALL SCREWS EXPOSED O • ' N MIN ❑PENINGS OVER 3" DIA METAL STUDS METAL TRACK C❑NDUIT PACK TIGHTLY WI 4#/CF DENSITY MINERAL WOOL SA OR APR❑VED FIREPR❑❑F MATERIAL MULTIPLE C❑NDUIT & PIPE PENETRATI❑NS 2 TYP FIRE WALL PENETRATIONS 1 "=1'-0" METAL STUDS METAL CRIPLE STUDS MINERAL WOOL SAFING OR APR❑VED FIREPR❑❑FING MATERIAL CUT GYPSUM WALLBOARD TIGHT TO DUCT - 1/4' MAX GAP MECHANICAL DUCT DUCT PENETRATI❑NS _w o uj Z> o 0 w 0 o Q L 0 o z r� w �_ r N O �OND�w� � W N � � o � � o H w & Z W O U z (� U Z Q ry m W Ld W Q Z � O X j Fh L,J m o � W U J c Q o = J z z w rn L<J m CC —I W m w m D m W J m /00,�A z w U z W < U 0 W n U O w w w Oo O U-) LoLo (V (N N N Q � X N LuLL C � N O O' o w - O pp N O ■■ a U L i O p C/) i d O U) T C w N o J m O U ry � � � Gr +• 3 Q7 Q �Qol� UCj LiJ 0W � H Q O O C) n L, Sheet REFLECTED CEILING PLAN 1/4"=1'- 0" �yuJ n u Lq I- mJm O F � a nun � �Ic 0 N co d� 00 M M 4" X 10" OVERFLOW ROOF LINE BEYOND INSUL PANEL CAP TRIM SCUPPER FL=13'-5" AFFL BY OWNER BY OWNER (TYPICAL) (o BI e B 11 C ea rieries I o i I / O SIGN GE BY OWN R rIN F.FL 1 OFFICE FRONT ELEVATION @ COL "1" 2 SIDE — PANELS @ COL "A" v.,-o NOTE ALL INSULATED PANELS AND FLASHING TO BE PROVIDED AND INSTALLED BY OWNER JL PANELS ;IM BY 10 cj`'" v CANOPY ABOVE ENTRANCE AND WINDOWS — BY GC NOTE ALL INSULATED PANELS AND FLASHING TO BE PROVIDED AND INSTALLED BY OWNER 4" X 10" OVERFLOW SCUPPER FL=13'-5" AFFL BY OWNER (TYPICAL) 2" THK INSUL PANELS BY OWNER e , i w o — o w V) N O I- � 0 Q O z o t7 Cq lit V)_ w N a N o -� c 0 0 U z_ (n _ U z m W W Ld 0 z 0 X Lv m o LiJ ryQ U J o0 = J z z w cn w m Q�-' -� W m m w m m W m V) z 0 Q > w w w _0 I ry 1 0 0 Iz W I— X W Oo oLo LoLo co00 I I N N � N N N N Q J X F- LL- v a' 000 ii o,� Lj�� o o V 5� wj� i m o p J c OmX m< U U Q ry w Q W O a, O U V-) Sheet A=5 umil, un� M nun o�w 2' R CI RI N O N n O n HC FIR WC (Py R/ RE INSUL ROOF PNLS AND FLASHING BY OWNER OOF DRAIN ELEV = 13'-3" AFFL ROOF DRAIN BY OWNER ROOF DRAIN CONNECTION FO PVC PIPES — BY OWNER @ 4" DIA PVC — SCHD 40 ;Y GEN. CONTRACTOR 0 CONNECT PVC PIPES. 3TL BEAM RE: STRUCT 3 5/8" MTL STUD @ INTERIOR WALL 10'-0" HEIGHT 9 ), R-11 BATT INSULATION (R-28.5 TOTAL WALL) 2" INSUL WALL PNL R-17.5 5/8" SHTRK ON — 20GA 3 5/8" MTL STUDS @ 16" OC Y I 0 U) W 1�N1y ILL Ou - W �I^^ in LI..� Zn N o F- O C5 z z M N W W LLJ Z m W N O 0 oZW n. N o Q&w o Z� 0 I o F- 0 U z = � _ z Q Uj m w Iz Ld Q x Lv z 0 m o Q 0 af o U J —I W = z Lv ry m w m w J z cn m m L1J m U) cf) z -1 0 Q � w W � C) 0- L � o z 0 o Q m 00 0Lo LoLo 0000 I � N N N L U to 00 Q 0 N w Q v 0 0 co W N O rn � W� U~ d- c E o V _v a o Co wj� N �m o �mx �-5 m< �Q� UCJ W O Lry gs H I-- OO U rr) I Sheet 2 SECTION THRU PLATFORMV-0@ MECH. RM. 3 ACCENT BAND & DRAIN DETAIL 4 WALL SECTION A=7 rr�■ o�Lq nun Lq N N to N m na M m rZ W unu ofn� OFFICE TILE LAY -OUT PLAN NORTH 5tt NUUM HN15H S5UHLUULL 2. GEN. CONTRACTOR PROVIDE INSTALLATION WITH GROUT JOINTS 3/16" MAX GROUT —COLOR BY OWNER 3. THE SHADED AREA AND LABEL "B" INDICATES TILE "G-700 BEOLA" 4. THE REST OF THE TILE IS "G-750 BARDIGLIO" 5. SEAL GROUT JOINTS ONLY 6. PROVIDE 4'X4' SAMPLE BOARD TO OWNER FOR APPROVAL 7. USE BLACK TRANISITION STRIPS AT DOORS w w o 0 w D Lo o F- N � O O Z oM w � Zm�>w— N O O tw;00L WLWQ N oZ pI Zo t 0 zU Z Q (n m W W Q V) X W Z O m o LL. Li Q 6 p U J —1 W = z w ry m ; w m w � Q m m J m (o z J n w M U LLJ I _ () 0 z O 0 O Lo Lo n 0000 N N N N NN Q C � 5� O Opp w - NO ii O z�� o o V� j J mmx m < m �Q� UU W 0 Q O O 0 n L_ Sheet 0 unu a�� ®= FRAME WIDTH 7/16- �= THROAT DIM. ® 7 1 /8" 6 1 /4" 7/16 2" 4 1 /4" 3 5/8" METAL STUDS 2" INSULATED PANEL BY OWNER CAULK 2x TREATED WOOD BUCK BY OWNER HOLLOW MTL FRAME INSUL MTL DOOR W/ VISION PNL 1 15/16" WEATHER STRIPPING (X) = FRAME WIDTH V-V= THROAT DIM. ® 4 7/8" 7/16" i � 4" 2" INSULATED PANEL BY OWNER SEALANT 2x TREATED WOOD BUCK BY OWNER HOLLOW MTL FRAME INSUL MTL DOOR W/ VISION PNL 7 16" 2" PANEL BY OWNER 5/8" GYP'[ 3 5/8" ME 12 GA GAL METAL CNL N BY OWNER co SEALANT Lo ALUMINUM WEATHER WHITE PAIN — S STRIPPING TORE FRO 1" INSUL 2 @ 1 /4" TINTED EX1 METAL CORNER 1 /4" SHIM 1 EXT HM DOOR HEADER o 2 EXT H M DOOR HDR o 3 EXT ALUM WINDOW HEADER 3"=ft 310=1'-0" ®= FRAME WIDTH 7/16" �= THROAT DIM. 3 5/8" METAL STUDS 2" INSULATED PANEL BY OWNER CAULK 2x TREATED WOOD BUCK BY OWNER HOLLOW MTL FRAME ® 7 1/8" 6 1 /4" 7/16" 2„ 4 1 /4" INSUL MTL DOOR —�••••:• W/ VISION PNL 1 15/16" N 00 WEATHER STRIPPING 6 EXT HM DOOR JAMB o HOLLOW MTL DOOR FRAME INSUL MTL DOOR W/ VISION PNL - HANDICAPPED ACCESSIBLE ALUMINUM TRESHOLD POUR CONCRETE LANDING WITH SLOPE ---\ 5'-O" III FIN. FLOOR CONC. SLAB INSULATED PANEL (BEYOND) 1 (AEXT DOOR TRESHOLD ---- 3"=1'-0" ®= FRAME WIDTH �= THROAT DIM. ® 4 7/8" 7/16" 4" 2" INSULATED PANEL BY OWNER SEALANT 2x TREATED WOOD BUCK BY OWNER HOLLOW MTL FRAME INSUL MTL DOOR W/ VISION PNL 7/16" WEATHER STRIPPING EXT H M DOOR JAMB 3_ -o HULLUVV M I DOOR FRAM HANDICAPP ACCESSIBLE ALUMINUM TRESHOLD 1 1 EXT DOOR TRESHOLD FIN. FLOOR 2" PANEL BY OWNER 5/8" GYP'I 3 5/8" ME 12 GA GAL METAL CNL BY OWNER SEALANT ALUMINUM WHITE PAIN STORE FRO 1" INSUL 2 @ 1 /4" TINTED EX1 METAL CORNER 1 /4" SHIM 8 EXT ALUM WINDOW JAMB o NOTE: ALL ITEMS NOT INDICATED "BY OWNER" ARE TO PROVIDED AND INSTALLED BY G.C. WHITE Plf'r & APRON ALUMINUM WHITE PA STORE FF SEALANT GALV ME] BY OWNEI 2" PANEL BY OWNEF 3 5/8" M 5/8" GYP 1 /4" SHIM 1 � EXT ALUM WINDOW SILL 3"=1'-0" 3"=1'-0" 2" PANEL BY OWNER 5/8" GYP'B[ 3 5/8" MET 12 GA GALV METAL CHANNEL � BY OWNER ""`'` METAL SEALANT CORNER ALUMINUM WHITE PAINT FINISH 1 /4" SHIM STORE FRONT ALUMINUM WHITE PAINT FINISH STORE FRONT DOOR W/ 1" INSUL 2 @ 1 /4" TEMP GL 4" TINTED EXT 4EXT ALUM DOOR HEADER i R 1 IA" i 2" PANEL BY OWNER 5/8" GYP'BD 3 5/8" META STUD RUNNEF 12 GA GALV METAL CHANT BY OWNER SEALANT - ALUMINUM WHITE PAINT STORE FRONT 1" INSUL 2 @ 1/4 Pi TE Iv TINTED EXT METAL CORNER 1 /4" SHIM ALUMINUM WHITE PAINT FINISH STORE FRONT DOOR W/ 1" INSUL 2 @ 1/4" TEMP GL TINTED EXT 9 ALUM DR 8c WINDOW JAMB 3"=V-0' SEALANT GROUT 1" INSUL., TEMPERED GLAZING TINT EXT. ALUMINUM WHITE PAINT FINISH STORE FRONT DOOR SEALANT /4" SHIM 13 EXT ALUM WINDOW SILL_ p w � o W p 0 W D V) oui 0 o z oM z N 100 W W Z W N O O Z. W IL N o� o F- °dao O U z = _ Z Q (n m W ry Q V) W Z O M F o W Q:� � L 0 d 0 U _jw W = m ; m`� Q m m W m /elooA 0 � z � J W Q U � I-- � W LL- r 0 0 0 0 0 0o oLo LoLo �co �I N N N L U fn ¢L a J X �o � u- �Q) c p w O co N N - c C.) Ld c E Z�r o o v)n � c� Wj N U U J m C 1 X mQ U o Q w 0 H Q 0 O Ur�w Sheet Amll nun W-jo�- M N O N n M r RM. NO. ROOM NAME FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS z mN z� z o W w V W m cy :2 >m> wm w w Ljj Ld W W V) DU � D D 1 z J o O W n a i -j a W wWE Q PLAN S z z W z z �w �� x Ld z xa z m v o a0.. d 00 Lij 00 z0 Q n z> j O z> } O ' t a. Q a. C) N¢ Q r a. cn 0 INDICATES ALL AREAS (� INDICATES SPECIFIC AREA 101 RECEPTION 0w 0 E 0 9'-0" RE: 1/A9 TILE PLAN 102 BRANCH MANAGER 0 0 w sE 0 9'-0" 103 CONFERENCE 0 w E 0 9'-0" 104 BUSINESS O o se 0 9'-0" 105 DRIVER CHECK -IN O 0 ws l XEl 0 9'-0" RE: 1/A9 TILE PLAN 106 STORAGE 0 0 0 0 9)-Opt 107 TERRITORY MANAGER O O Se 9- 0 9'-0" 108 SALES MANAGER 0 0 Mg 0 9'-0" 109 OFFICE WORK ROOM 0 O 0 0 9'-0" RE: 1/A9 TILE PLAN 110 HALL 0 0 0 10 9'-0" RE: 1/A9 TILE PLAN 110A STORAGE 0 0 0 8'-6 111 P.O.P STORAGE 0 0 0 0 9'-0" RE: 1/A9 TILE PLAN 112 JANITOR 0 0 0 0 9'-0" 113 MECHANICAL 0 01 0 9'-0 11 114 MEN 0 0 0 0 8'-0" RE: 1/A9 TILE PLAN 115 WOMEN 0 0 0 0 8'-0" RE: 1/A9 TILE PLAN 116 WORK ROOM 0 0 E 0 TO STRUCTURE RE: NOTES ON SHT. S3 FOR STRUCT. FIN, 117 SHIPPING MANAGER 0 0 0 0 9'-0" RE: 1/A9 TILE PLAN 118 TOOL & SUPPLY ROOM 0 `9 0 TO STRUCTURE RE: NOTES ON SHT. S3 FOR STRUCT. FIN. 8 ROOM FINISH SCHEDULE PORCELAIN TILE: P1: GANITI FI ANDRE "G-750 BARDIGLIO", FIELD LIGHTER COLOR, P2: GANITI FI ANDRE "G-700 BEOLA", ACCENT DARKER COLOR. (INDICATED BY "B" ON 1/A9) GENERAL CONTRACTOR TO PROVIDE INSTALLATION & GROUT OF PORCELAIN TILE. GROUT SELECTED BY OWNER RE: 1 /A9 FOR TILE PATTERN CERAMIC TILE: 4" X 4" X 1/4" THIN SET GLAZED CERAMIC MOSAIC TILE WITH BAND OF ACCENT PATTERN / COLOR. COLORS TO BE SELECTED FROM MANUFACTURER'S SUBMITTAL CERAMIC TILE BASE: 4" X 6" X 1/4" THIN SET COVED GLAZED CERAMIC TILE. COLOR TO BE SELECTED FROM MANUFACTURER'S SUBMITTAL. CARPET: J & J TERRESTRIAL 259 DUNE. BASE: 4" RUBBER - ARMSTRONG 4" X 1/8" WITH COVE, VCB 59 CHARCOAL GREY. VINYL WALL COVERING: VWC1 - KOROSEAL MURATONE AQUA #8421-81. VWC2 - KOROSEAL DESERT SAND NORTH SEA #5721-73 PAINT: © STORAGE 106, P.O.P. STORAGE 111, JANITOR 112, TOOL & SUPPLY 118, STORAGE 110A. SHERWIN WILLIAMS - INTERIOR LATEX, ENAMEL #1001 "SILVERPLATE" - SEMIGLOSS FINISH @ OFFICE BUILDING - WORKROOM 116 AND TOOL AND SUPPLY 118 - EXPOSED STRUCTURAL STEEL - INDUSTRIAL ENAMEL PAINT FINISH (MED. GREY COLOR) OVER RED PRIMER FINISH © SUB -ZERO STORAGE BUILDING & BOLLARDS: RE: S1 NOTES, S9 NOTES, A28 FINISH SCHEDULE LAMINATED PLASTIC: • RECEPTION 101, BUSINESS 104, DRIVER CHECK -IN 105, SHIPPING MANAGER: WILSONART FASHION GREY D381-60 © BREAK ROOM: WILSONART BLUE NEBULA 4626-60 • MEN'S RESTROOM COUNTER & TOILET PARTITION: COLOR TO BE SELECTED FROM MANUFACTURER'S SUBMITTAL © WOMEN'S RESTROOM COUNTER & TOILET PARTITION: COLOR TO BE SELECTED FROM MANUFACTURER'S SUBMITTAL • JANITOR 112, STORAGE 11 OA: WILSONART FASHION GREY D381-60 CEILING: GRID - CHICAGO METALIC - 200 SERIES 15/16" STANDARD - WHITE COLOR TILE - CELOTEX - EVEREST - EST - 454 - REVEAL 24 X 24 X 3/4 - STANDARD WHITE COLOR • c �I T c I c I z c T z c I C, R M 1 1 1 P.O.P. STORAGE 1 /2"= V-0" N I N 3 STORAGE SECTION 1 /2"= V-0" 3/4" PLWD W/ HARDWOOD EDGE VERTICAL SUPPORT 3/4" PLWD W/ HARDWOOD EDGE SHELVES (TYP.) 1 X 2 WOOD NAILER ( TYP ) 4" RUBBER BASE NI n 2 R M 1 1 1 P.O.P. STORAGE 1 /2"= V-0" N I N 4 STORAGE SECTION 2" 3/4" PLYWOOD TOP ZSPRINKLER RISER 2 X 4 EDGE & NAILER 0 NOT SHOWN REFER ON BACK & SIDES FIRE PROTECTION EQ EQ EQ ------Z- 4" RUBBER BASE 1 /2"= V-0" :: :e 4" RUBBER E -41R ; - 4t I Ln w o N o w Z) 0 N o F- Q T O z z M W � m N 0 o GoZiW�Q�W o &Z�d I N o h- * O U z U z Q (n m W Q 07 x z O m o � Ld a C 0 o U J _J W = z Lv Q:� m w m Ld Q cn m m m J m LLJ cf) —� z 0 0 W Q > U LEI � (f) W W = U(f) o LL z O Ld z 0 — O Qo oLo Lc)LQ co00 I I N N N N N N N U ^" Q v °' 2 rW- � v o O 0p w - NO ii Q, Q) 0 .9E _ a� W jlO\ > U, J �mx m<Q~ U U Q Of w0 w�� Qoo 0nLL_ Sheet 5TOOL & SUPPLY STORAGE 6 TOOL & SUPPLY STORAGE SECTION SECTION 1/2 =1 -0 1/2,•=1'-7 1/2"=1'-0" 8 1/2"=V-0" A=13 p nuu o�i-q O I N -ALL EXTERI❑R EXPOSED SURFACES TO BE PLASTIC LAMINATE -INSIDE FACE OF CABINET DOORS TO BE PLASTIC LAMINATE -ALL INSIDE EXPOSED SURFACES TO BE MELAMINE THERMOSET LAMINATE, EXCEPT WHERE WOOD SHELVES SPECIFIED. -ALL WOOD SHELVES TO BE PAINTED. RE: FINISHES A13 FOR PAINT TYPE -ALL HARDWARE TO BE INSTALLED BY THE CABINET MAKER -HINGES TO BE CONCEALED TYPE - EQUAL OR BETTER TO 'BLUM' #91-A-660 -PULLS TO BE EQUAL OR BETTER TO STANLEY #4483 SATIN ALUM, OFFICE WORKROOM OFFICE WORKROOM RECEPTION 1/2"=1$-0" 2 1/2"=1'-0" 3 1/2"=1'-0" 4 WINDOW AS SCHD RE: B-Al2 FOR SILL DETAIL PL LAM TOP — BACKSPLASH & SIDESPLASH r d- iD I N JBBER BASE EQ 8'-0" GEN CONTR TO PROVIDE & INSTALL 4'X 8' SHEET PLYWOOD W/ COVERED PLASTIC LAM. AT ALL EXPOSED SURFACES DRIVER HAND-HELD COMPUTER BOARD / 12" o_ I 2'-0" N SAFE BY OWNER 4" RUBBER BASE EQ DRIVER CHECK -IN 6 DRIVER CHECK -IN 1/2"=1'-0" 1/2"=1'-0" 3'-0" 5'-0" 4 X 4 CERA TILE ACCENT 4 X 4 CERA TILE TYP. 1 1 /2„ GRAB BARS ;ERAMIC ;E Q WOMENS rr7 10 MENS WALLS Cal MENS'S R.R. TILE BASE 11 2- W%� A _SHIPPING MGR HANDICAP PIPE PROTECTIVE COVER d- 11 » 2 12) 2 0„ i� END SUPPORT DIAG BRACE PL LAM ON PL LAM ON N EXPOSED SIDES EXPOSED SIDES RESTROOM 7'-114" 1 /2"=1'-0" c I N a I N d 4" RUBBER BASE 12 WOMENS WINDOW AS SCHEDULED 4" RUBBER BASE BUSINESS OFFICE & DRIVER'S CHECK -IN 1/2 = 1'-0" TOILET ACCESSORY NOTES: 'RAB BAR: MOUNT Q 2'-9" A.F.F. TO CENTER LINE BY GEN CONTRACTOR /IIRROR: GEN. CONTRACTOR OILET TISSUE DISPENSER BY OWNER - GEN. CONTRACTOR INSTALL 1'-7" A.F.F. TO CENTER LINE 'APER TOWEL DISPENSER BY OWNER - GENERAL CONTRACTOR INSTALL 5'-4" A.F.F. TO TOWEL DISP. OPENING ;OAP DISH: 3'-4" A.F.F. TO OPERATING VALVE BY OWNER - 37EN. CONTRACTOR TO INSTALL 4OP/BROOM HOLDER: 5'-0" A.F.F. TO TOP SHELF BY OWNER - �EN. CONTRACTOR TO INSTALL DOTE: 3LOCKING TO BE PROVIDED BY GENERAL CONTRACTOR, 4" RUBBER BASE 8 SIGNAGE MOUNTING HEIGHT 1/2"=1'-0" PROVIDE 2 TOTAL SIGNS: ONE EACH: MEN SYMBOL, HANDICAP SYMBOL AT RM 114, ONE EACH: WOMEN SYMBOL, HANDICAP SYMBOL AT RM 115 DIAG BRACE 'L LAM ON XPOSED SIDES _>ARD HANDICAP PIPE PROTECTIVE COVER 1 /2"=1'-0" 13 WOMENS 1/2"=1'-0" Lo Ui W O w V) 0 w Z) V) 0 o Iw- 0 r- O Z Z N w ui Z m >- w N 0j O W In & Z W O a.N U z _ Z cf m Ld � Li Q W LD F- m o o Q F- L2 o 0 U J LIJ = z Ld � m w m w :D Q cn m m LLJ D J m z 0 Q W 1 U L.,—I Fi— Li- 0:� 0 _0 ry W f-- z 00 OLo LoLo coco I I N N N N x (� O O pC) w� NO z�r v v � a o Cov wj� a C° c m x L m< �Q0:� civ° W O W -2 3: CK Qoo c� ro LL- Sheet A=14 N X\s .. � s N O O N OD O M C �0] 3/4" C d' 1 x 4 NAILERS (TYP) �I ADJUSTABLE 3/4' MELAMINE THERMOSET LAMINATE W/ PVC EDGE 1/4" MELAMINE THERMOSET LAMINATE 0 KV SUPPORTS & STANDARDS N M 3/4' PARTICLE BD W/ PLASTIC LAM PLASTIC LAM OVER 2'-1 3/4" 3/4' PLYWOOD COUNTER x C14 cD I 3/4' PARTICLE BD T W/ PLASTIC LAM j BACKSPLASH & 1 SIDESPL. @ END WALL 1/4' MELAMINE THERMOSET LAMINATE DRWR GUIDES KV 1300 o ADJUSTABLE 3/4' r� MELAMINE THERMOSET LAM. W/ PVC EDGE KV SUPPORTS & STANDARDS 1 x 4 NAILERS (TYP) 1 1/2" x 4 NAILERS- 1 1/2' x 4 @ 24' ❑C BASE AS SCHED, 2 SECTION TO FIN FL 3/4' PARTICLE BD W/ PLASTIC LAM 3/4"=1'-0" 1x2 EDGE (WHITE PINE) 3/4" PLYWOOD 1 x6 WHITE PINE 1 1 /4"0 OAK DOWEL 3/4" X 3/4" (WHITE PINE) EDGE 3/4" THK. A.C. PLYWOOD SHELF 1x2 EDGE (WHITE PINE) 3/4" THK. A.C. PLYWOOD VERT. SUP. BEYOND 1x2 NAILER FOR 3/4" THK. PLYWOOD SHELF INLET IN PLYWOOD 2 X 4 BASE FRAME PLASTIC LAMINATE TOP BACKSPLASH AND SIDESPLASH DIAL SUPPORT BRACE 1 1/2" THK PL LAM AT ALL EXPOSED SURFACES FIN. FLOOR 1 X 4 NAILEF MIRROR PLASTIC LAMINATE TOP BACKSPLASH AND SIDESPLASH ANCHOR TO WALL FIN. FLOOR 4 SECTION SECTION SECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" @ MEN'S RESTROOM r a TO FIN FL 1'_A 1x2 EDGE (WHITE PINE) 3/4" PLYWOOD 1x2 WHITE PINE 1x6 WHITE PINE 1 1 /4"0 OAK DOWEL TO FIN FL r)' _ n" 1x2 EDGE (WHITE PINE) 3/4" PLYWOOD 1 x2 WHITE PINE 1 x2 WHITE PINE MIRROR PLASTIC LAMINATE TOP BACKSPLASH AND SIDESPLASH DIAG SUPPORT BRACE 1 1/2" THK PL LAM AT ALL EXPOSED SURFACES FIN. FLOOR 1 X 4 NAILER 8 SECTION 9 SECTION SECTION 3/4"=1'-0"SECTION NTS NTS 10 @ WOMEN'S RESTROOM 3/4"=1'-0" M1100 —ALL EXTERI❑R EXPOSED SURFACES TO BE PLASTIC LAMINATE —INSIDE FACE OF CABINET DOORS TO BE PLASTIC LAMINATE —ALL INSIDE EXPOSED SURFACES TO BE MELAMINE THERMOSET LAMINATE, EXCEPT AT SHELVES —ALL WOOD SHELVES TO BE PAINTED —ALL HARDWARE TO BE INSTALLED BY THE CABINET MAKER —HINGES TO BE CONCEALED TYPE — EQUAL OR BETTER TO "BLUM" —PULLS TO BE SATIN ALUM, —RE: A13 FOR LAMINATED PLASTIC @ COUNTERS —RE: A13 FOR PAINT @ CABINETS & SHELVES w_ 0 o N Ln 0 w Z) V) N o H 0 o z o r� Z w � 20W N 0 r- 00 0) a N 6 � c� o F- &aq Z Q09 4 O U z U z a cf m W � Q W z O � m w o � W �Q w o0 o U J --j W = z W IY m ; w m w � z N m m W J m z 0 0 W (n v 0 J 00 oLo LoLo coco I I N N N � L MM MM Q I— LL _v L y v o Oco NO w a o in c, m C O r X N m< 0 �Q� 0 ryw0 w� Qo0 0nLL Sheet nun ofn� 0v a 0 N 1 10-1/ 2111-1/ h'I 1-1/ 21, 1011 1 ,1/ 2" loll I ,1/ 2;' loll L�0xJ L��J L��J 0 L� �J L� � �J L� � �J 0 LJ L��J L��J 0 LJ LJ L��J 0 LJ L��J L��J L�0�J L��J L��J C i / C � --—�� I---- -----I j j I\ / / V c C —1 /2" 33» 1-1 /2" 1-1/ Z" 2' -10-I/ 2" 1-1/ 211 —1 /41) 33-1 2» 1-1 /4 ' 1-1/ 411 I'I/ 411 3' — 0" 3' -1-1/ 2" ront Nev. Mail Pox Cabinet rear NOV. Mail Pox Cabinet N-1 -1 211 .11 -oil I-1/211 .1� _oil 5ection 13OX65 5ection Cabinet 1-1/ 211 1 1 - 011 i I N \ z i I CN �- I z 4po5ed shelf edging laminated plastic trim / i paint grade plywood C 3/ 4") interior N `t ' Hardwood tapered shelf edges behind doors \ I / ;z / \1111777111y Cabinet doors to receive Grass # 1203 Concealed hinges and I d- d j e / j K_ nrop doors to receive Corbiny# 5��10 ��5 I -I / 2" x 12" to be cut to 8" Pic -cc aOcb to er ke keyed differently with y / N i G � N � I I � I I � j � r i \ I \ I >< � Sect ion 4" lubber base 9� awl, ENW NI N singe I -I / 2" x 12" to be cut to 8" e Lock Petal @ Prop boors Petal Cabinet boors uAcW 5ize and w6 plastic laminate trim � Trim Votall C Cabinet N � l V IJrVLI All doors, edges, and face frame of mad box cabinet to receive laminated plastic, etc e�s�6e � ine plywood C 6ow5 painted before assembly) with hardwood tapered " 5d id wood to be poplar, Hardware furnished and installed by mill, HA�f%VVA� Cabinet doors to receive 6ira55 # 1203 conceals hinges & Stanley # 448�7 C F inish- ) pulls t2rop doors to receive Stanley #5011 hi s 1-1 / 2" x 12'' to be cut to 8" pieces & n # 15160-C61 ( F ini5h- ) locks to be keyed differently and with a master key 0 i t w E w LLI ILL.V) w D V) V) N 0 o Z N ZSw q+ >- 0 I 0 �oNO�w W CY) a. U z z _ (%) m LLI LLJ Q~ wm Z 0 O�``_ o Li 11� Q C) o U J JLU W = W J m D z m J LLJ J m Cn J w 0 0 J O O O L LC) LO 00 00 N N �' NN N ;K Q p J x °' �< C � N S-r v O a O00O w N c Q) Z D c_2 wp�� N J °° CD:P Of X Z). M< V)� C U U Q 0 w L�� F-- 0o C)nLL_ Sheet A=16 i N O N M M m N m r_q nun o�LLI 3 a N 0 L 7 5" 1'-3" 5A2 5 1 0 I 501 — �r Lo 6= 5 R 3 1 < A23 Ld N U 23'-0 1 /2" % 10" WIDE BY 12" HIGH CONC. BUMPER (TYPI AL) —f 23'-0 1 /2" 6 A26 SUB —ZERO STORAGE AREA 95'}-6" OUT TO OUT 23'-0 1/2- 23'-0 1 /2" 1'-3" 5" 32' WIDE RACK i AISLE 32" WIDE RACK 32" WIDE RACK �— — — — — — VAPORATOR UNIT E: 2/A18 — AISLE I CONC. BUMPER (TYPICAL) _ _ _ _ _STO R GE RACK — — — — — — — — — — — — — — SUPP RT " 32" WIDE RACK FOR VAP. PLATFM. — -° 32" WIDE RACK w EVAPORATOR UNIT RE: 2VA18 AISLE i I Do) M I s — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II 32" WIDE A CN R C K STO RAGE RACK SUPP RT H — — — — 3 " — WIDE RAeI/ I — r s : - N -H W EVAPORATOR UNIT RE: 2Al AISLE o Lo I � N rn 10" WIDE BY 12" HIGH CONC. BUMPER (TYPICAL) 6 -o " 5" — — — HOT DIP COVERS 1 METAL COVERS ___STORGE RACK — VOPH 6A25 A25 RE: STRUCT. 4' SUPP RT0.00 32" WIDE RACK FOR PLATFM.2 1/4' 2 1/4" �VAP. RECEIVING 122 .. 4 .. 0 122A 120H 2'-4 1 /2" 1'-8" 23'-02» SUB -ZERO STOR. BLDG. FLOOR PLAN o • ® — — F 5'-7 1 /2" 7' I I 10" WIDE BY 12" HIGH a- I I 3 a w O CONC. BUMPER FLOOR SLOPE 6" BOLLARDS of I L J A26 (TYPICAL) RE: S7 RE. S 13 = I �ORK LIFT RECHAR E I _ TRUCK LOADING DOCK Lo 120 I� VR PE BOLLARDS (TYPICAL) S13 120 20 6'-2" 4'-10" 23'-0 1 /2" 6'-2" I 4'-10" 6'-8" „III 121 I Q Lo Lo 10" WIDE BY 12" HIGH CONC. BUMPER (TYPICAL) 12'-4" N r' 4" 4A2 5 120E OF e ii • it ;1 o s 4'-10" 23'-0 1 /2" 6'-2" 4'-10" 6'-2" 9 1 /2" 23'-0 1 /2" 4" 2 X 6 CAP 70 2 X 4 TOP & BOTTOM PLATES 2 X 4 AT 16" O.C. 2 X 6 WD DECK W/ 3/4" SPACING 2 X 8 WD 2 X 4 JOISTS AT 16" O.C. BRACING 3 WORK PLATFM. DETAIL 1/2"=1'-0" NOTE: THIS IS INSTALLED ON TOP OF THE RACKS AFTER INSTALLATION OF THE RACKS. WORK P LATFM . FRAM. k 21/4"=1'-0" 1 4 _w o Z) V) Ln 0 w V N o F- 0 Z on Z N W W �>- Z w N o O a. N o 7 0E-: W 0001 U z_ = U z Q {n m Lv W Q X I- z 0 m E o u- Ld m < Q C C) o U J —� W = w Q m ; m w J Q m m LLJ m J QQ O O O O W Li- N m O ID oLo LoLo coco �I N N Q7 N N N y )o _ Q� �' X C � o �a o00 w� NO ■■ o,aci c0 CU�d i■ _ Q) z :D O O cf) � a co � N�LLJ o J mQ U U Q wo Qa0 0 n LL- Sheel A-18 v, M T CAP BY C CORr TRIM BY C CORN TRIM BY C FINIS FLR. CONC RECE HOSE GEN. 2 SUB -ZERO STOR. BLDG. SIDE ELEVATION 1/4"=1':e c =D FREEZER BY OWNER WNER EAD PER\BY OWNER FREEZER Y OWNER NOTES: 1. OWNER TO PROVIDE AND INSTALL ALL INSULATED PANELS, GUTTERS, LEADERS, DOWNSPOUTS AND CORRESPONDING ANCHORS AND TRIM. 2. GENERAL CONTRACTOR TO PROVIDE LABOR AND MATERIALS FOR FOUNDATION, STRUCTURAL STEEL AND MISCELLANEOUS STEEL. w � o w in Ln d w V) N o F- O .- O Z O M z w} w Z r w N O O N � o o &Z d' c a H d O U z U Z Q ry U) m W Ld :�i Q Ld Z 0 m o LL- E Q C) 0 U J J W = w Iz m J Ld m`� w D Q m m W m 0 C/) o z -� 0 m Q m W 0 J I— w V) O ry ry 0 w ry N LJ x m w D cn p O O 0 L co co I I N N N N N N � � L U fn Q 0 x � O f'-' V- C � N c rn p o p coow N O ad LLJ i I o o V) I, a � c� � W�I� ry mQ V) U U Q ry W � g �Q0 Q O O U n I,_. Sheet A=19 ;: _q unu W-joln� 0 N ou M SUB -ZERO STOR. BLDG. FRONT SECTION 1/4"=V-0" 2 SUB -ZERO STOR. BLDG. SIDE SECTION 1/4"=V-0" ANELS =R NOTES: 1. OWNER TO PROVIDE AND INSTALL ALL INSULATED PANELS, GUTTERS, LEADERS, DOWNSPOUTS AND CORRESPONDING ANCHORS AND TRIM. 2. GENERAL CONTRACTOR TO PROVIDE LABOR AND MATERIALS FOR FOUNDATION, STRUCTURAL STEEL AND MISCELLANEOUS STEEL. W �/ �LLyy �y 10 LL Ld ImoI^^ VI 0 Ld ,Z) V O o Ld I— 0 r- z O M �co N W �lwi..l Z�W N Q O 7RpW N CZ9 o� z� 3 z o Z W o C3 O U z = Z Q fy (n m Ld W Q X W F Z o m m 0 o Lf W - Q d o U J —� W = W ry m J m w Q m m m W J m � z m O r U O w I- cn U) U O z m o w � N m m 00 010 Lc)Lo 0000 N N N N Q -o W Q c � I— LL. C Q o O pp NO Ld- cD ( j L d c N _ z v V _o FL o CE (n V) jj� O W m C l x m¢~ U U Q W O LLI L: Qoo U ro L� Sheet nun of'm N O N mJ O N m T � m t2W LAP SEALANT (24 GA.) (WHITE) (SF48) LEADER STRAP @ 3'-0" CTRS. (24 GA.) (SANDSTONE) (SF1) LEADER HEAD SAW CUT THERMAL BREAK 1/8 0 POP RIVET (8 PER D.S.)(SANDSTONE) ANCHORS (PER MFGR SPECS) DOWNSPOUT (SEE ELEVATION) (SF10) 4x4 24 GA. (SANDSTONE) 5" THK. INSULATED WALL PANEL #14xO'-0 7/8" LAP—TEK (SANDSTONE)(2 PER STRAP) DOWNSPOUT STRAP @ ± 5'-0" CTRS. (SANDSTONE) (SF11) 1/8 0 POP RIVET (6 PER STRAP)(SANDSTONE) D ETAI L CAULK AS REQ'D #14xO'-0 7/8" LAP—TEK SCREWS @ 12" CTRS. - (SANDSTONE) COUNTER FLASHING (24 GA.)(SANDSTONE)(SF5) UNCURED E.P.D.M. FLASHING LAP SEALANT E.P.D.M. ROOF MEMBRANE- W/ ADHESIVE BOND AS REQ'D 4" THK. INSULATED ROOF - PANEL (NO METAL SKIN ON TOP) ANCHOR (PER MFGR SPEC) EAVE STRUT 4 DETAIL 5" 5" 10" COL 1 1/2"=1'-0" 20 GA. METAL CHANNEL LAP SEALANT EAVE STRUT RAFTER (SEE STRUCT.) E.P.D.M. ROOF MEMBRANE W/ ADHESIVE BOND AS REQ'D 5" THK. INSULATED ROOF PANEL (NO METAL SKIN ON TOP) INSULATED O.H. DOOR Lo DOOR TRACK 4"0 STD. PIPE 07`7- o x 2'-6" FILLED W/CONC., ROUND TOP a ° a 4. d ° 00 a ° d I 4 (2) RUBBER DOCK BUMPERS 1 "x10"x3'-0" ANCHOR BOLTS EACH OCCURS @ DOOR NO. 120B,120C,120E & 120F WELDED 6" X 3/4" BAR (2) MODEL B1116-36 DOCK BUMPERS W/2 ANCHOR BOLTS EACH END. FIELD DRILL HOLES TO FIT. (10"HIGH x 10 1 /2" DEEP x 3'-0" LONG. OCCURS @ DOOR 120D #14x0'-0 7/8" LAP—TEK SCREWS @ 12" CTRS. (24 GA.)(GALV.)(SF6) CLOSURE TRIM FOAM IN PLACE SEALANT AS REQ'D 1'-5" m Q D 0 0 Lo x co v 4" 20 GA. METAL CHANNEL CLOSURE L3x2x3/16 W/1 /2"0 xO'-3" ANCHORS @ ±16" CTRS. W/ E 1 /4x4x6'-8" WELDED TO ANGLE 1 FOAM DOCK CLOSURE PAD ° .4 d• . A . d• ° •d ° d' •d. 4. ' c a $ d 6» 421 4" 4 n d 4 a d ° d °. o ° 44. a .a. a ° 4 .d A. ° d 4 .4 n .d .,• ° CONC. 6EAM . 1 ° 10 1 /2" 2 DETAIL PAVING. d• L0 L0 2 E.P.D.M. ROOF MEMBRANE W/ ADHESIVE BOND AS REQ'D 5" THK. INSULATED ROOF PANEL (NO METAL SKIN ON TOP) o I N —LINE OF PA DOORS 120 120E & 121 (SEE SITE LINE OF PA DOOR 120D D ETAI L NOTES: COL 1. OWNER TO PROVIDE AND INSTALL ALL INSULATED PANELS, GUTTERS, LEADERS, DOWNSPOUTS AND CORRESPONDING ANCHORS AND TRIM. 2. GENERAL CONTRACTOR TO PROVIDE LABOR AND MATERIALS FOR FOUNDATION, STRUCTURAL STEEL AND MISCELLANEOUS STEEL. w W o En 0 W D 0 V) N ouj F- o 0 o z N O M LJ o ONO �' Z w O 0) a. aN o-� o F-°d0o0 U z U Z (fj m W _ Ld � Q (/ w � Z 0 m o u- Q 0 U J J W = W � m J m w z m m m m 0 Q I m m U) O —1 Q (!) I-- LLJ O W � N m ID 0,0 LoLo co00 11 N N N N NN H u uuu `� a� °' J x � � _v __2 Q% S� a v O O OO w ii Q, Q) UAW o v) r' c� wjl� N U J Q�- v Fx- F mQ U U Q W 0 L'J F- 0 O U to L� Sheet A=22' unu 4 9/16" PANEL Vti STRAND (LOCATIC VARY PE ANCHOR 0) PURLIN RAFTER E.P.D.M. ROOF MEMBRANE W/ ADHESIVE BOND AS REQ'D LAP SEALANT UNCURED E.P.D.M. FLASHING CONC. PAVERS 20 GA. METAL CHANNEL LAP SEALANT FOAM IN PLACE SEALANT AS REQ'D (24 GA.) (SANDSTONE) METAL RAKE TRIM SAW CUT THERMAL BREAK #14 x 0'-0 7/8" LAP TEK SCREW © 12" CTRS. (SANDSTONE) ANCHORS (PER MFGR SPECS) 8 1 /4" 14 GA. "C" CHANNEL 5" THK. INSULATED WALL PANEL 4 9/16" THK. PANEL W7/16 STRAND BOAF (LOCATION OF VARY PER JO ANCHOR (PEF 0) PURLIN (SEE RAFTER (SEE E.P.D.M. ROOF MEMBRANE W/ ADHESIVE BOND AS REQ'D LAP SEALANT UNCURED E.P.D.M. FLASHING CONC. PAVERS 20 GA. METAL CHANNEL LAP SEALANT FOAM IN PLACE SEALANT AS REQ'D (24 GA.) (SANDSTONE) METAL RAKE TRIM SAW CUT THERMAL BREAK #14 x 0'-0 7/8" LAP TEK SCREW © 12" CTRS. (SANDSTONE) ANCHORS (PER MFGR SPECS) 8 1 /4" 14 GA. "C" CHANNEL 4" THK. INSULATED WALL PANEL NOTES 4" n"..n" inic-inF- nnDr.icDI TRIM FUR- -GR. DN PANEL �NEL) VALL PANEL SPECS.) _ANT AS REQ'D. VALL PANEL SPECS.) 1. OWNER TO PROVIDE AND INSTALL ALL INSULATED PANELS, GUTTERS, LEADERS, DOWNSPOUTS AND CORRESPONDING ANCHORS AND TRIM. 2. GENERAL CONTRACTOR TO PROVIDE LABOR AND MATERIALS FOR FOUNDATION, STRUCTURAL STEEL AND MISCELLANEOUS STEEL 1 DETAIL 1 1/2"= V-0" 2 DETAIL 1 11/2"=V-0" 3 DETAIL WIN 4" THK, INSULATED END WALL PANEL INSTALL THIS PANEL FIRST 2"x2" INSIDE CORNER TRIM FUR— NISHED BY PANEL MFGR. (INSTALL ON PARTITION PANEL BEFORE ERECTING PANEL) FOAM IN PLACE SEALANT AS REQ'D. #14 x 0'-0 7/8" LAP TEK SCREWS Q 12" CTRS. 14" WIDE E.P.D.M. TRIM CORNER TRIM #14 x 0'-0 7/8" LAP TEK SCREWS Q 12" CTRS. (INSTALL PER MFGR. SPECS.) 4" THK. INSULATED SIDE WALL PANEL INSTALL THIS PANEL SECOND 5" THK. INSULATED SIDEWALL PANEL #14 x 0'-0 7/8" LAP—TEK SCREW @ 12" CTRS. Go FOAM IN PLACE SEALANT 14" WIDE E.P.D.M. FLASHING CORNER TRIM 10" 5" 5" COLUMN 2x2 INSIDE CORNER TRIM FURNISHED BY PANEL MFGR. (INSTALL ON END WALL PANEL BEFORE ERECTING SIDEWALL PANEL) Ill ��ill FAB—LOK FASTENER C Ln "--5" THK. INSULATED ENDWALL PANEL (INSTALL ENDWALL PANEL BEFORE 9" SIDEWALL PANEL) #14 x 0'-0 7/8" LAP—TEK SCREW C� 12" CTRS, BEFORE ERECTING PANEL) (INSTALL ON END WALL PANEL FURNISHED BY PANEL MFGR. 2"x2" INSIDE CORNER TRIM COLUMN END WALL GIRT (TYP.) 00 to FAB—LOK FASTENE LO 5" THK. INSULATED SIDEWALL PANEL (INSTALL END WALL PANEL BEFORE SIDE WALL PANEL) CORNER TRIM #14 x 0'-0 7/8" LAP—TEK SCREW Q 12" CTRS. (INSTALL THRU BOTH TRIM) o ry N o D ETAI L D ETAI L Nmg D ETAI L :3 4 1 1 /2"=1'-0" 1 1 /2"= V-0" a 5 t2Z14 10" 5" 5" 5" 1 1/2"=V-0" 5" THK. INSULATED SIDEWALL PANEL (INSTALL SIDEWALL PANEL BEFORE 4" THK. INSUL, END WALL PANEL) COLUMN fl FE.W. GIRT L di C 3" n 00 4" THK. INSULATED SIDEWALL PANEL INSIDE CORNER TRIM FURNISHED BY PANEL MFGR. INSTALL ON 4" THK. END WALL PANEL BEFORE ERECTING CLOSURE TRIM FOAM IN PLACE SEALANT 14" WIDE E.P.D.M. FLASHING 1 1/2"=V-0" w o w :3 V) Ln 0 w V) o Q o r- o Z o t+� zN w �W LLI Z�ui m } O p 100 0 F- O U z U z a ry (n m W Ld WX Q� W z 0 ?Fy m F� o Lij - o0 U J -j w = z w ry M ; w� m w a m m w J m O W O 0 m W N m D () oa o� LOLO CO00 IN N NN L V V)�v MM < 6" wQ s o �o o� w NO ■■ -Y d _- E a v c� wjr o -j m �. � X mQ �� U U Q w0 Cr Q o 0 V r7 LL Sheet unn 3� nuu afer, DOOR SCHEDULE DOOR FRAME DETAILS REMARKS NO. WIDTH HEIGHT THICK TYPE MAT. TYPE MAT. THROAT HEAD JAMB SILL CLOSURE HARDWARE 119A 3' -0" 7'-0" STD. A MTL. A MTL. 1/A-27 2/A-27 3/A-27 NOTE 2 119B 6'-0" 8'-9" 6" B MTL. MTL. 6/A-26 7/A-26 8/A-26 NOTE 1 119C 3'-0" 7'-0" STD. A MTL. A MTL. 1/A-27 2/A-27 3/A-27 NOTE 2 120A 5'-0" 8'-9" 2" B MTL. MTL. 3/A-26 4/A-26 5/A-26 NOTE 1 120B&C 6'-2" 8'-2" 2" C MTL. MTL. 1/A-26 2/A-26 2/A-22 NOTE 3 120D 6'-alp 8'-9" 2" C MTL. MTL. II N II II NOTE 3 120E&F 6'-2" 8'-2" 2" C MTL. MTL. 1 /A-26 2/A-26 2/A-22 NOTE 3 120H 3'-0" 7'-0" 1 3/4" D MTL. B HM. 4" 4/A-27 5/A-27 6/A-27 YES SET 3A 122A 3'-0" 7- 0" 1 3/4" D MTL. B HM. 4" 4/A-27 5/A-27 6/A-27 YES SET 3A 122B 8'-0" 9'-0" 2" C MTL. MTL. 1 /A-28 2/A-28 NOTE 3 MARK ABBREVIATIONS DESCRIPTION DOOR SCHEDULE REMARK NOTES HM. HOLLOW METAL FRAME 1. SLIDING INSUL. DOOR (BY OWNER) (W/ HTR) MTL. METAL 2. SWINGING INSUL. DOOR (BY OWNER) (W/ HTR) 3. OVERHEAD INSUL. DOOR ( BY GEN CONT) FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR G.I. CLAD INSULATED SLIDING DOOR FUR- NISHED BY OWNER AND INSTALLED BY CONTRACTOR (FREEZER DOOR) (FREEZER DOOR) INSUL. METAL (W/ HTR) (W/ HTR) 0 0 DOOR ELEVATIONS DOOR TRACK — ANGLE CLOSURE TRIM BY PANEL MFGR.-„ T 4" THK. INSUL: WALL PANEL , 20 GA. MTLJ CHANNEL C1Ox15.3 HEADER FURNISHED AND INSTALLED BY CONTRACTOR INSUL. FOR FOR 40° (LOADING DOCK & RECEIVING) INSULATED OVERHEAD DOOR �J " THK. INSUL. WALL PANELS C1Ox15.3 DOOR JAMB 8C 2 1 /2"x12 GA. DOOR SPRING SUPPORT FOAM IN PLACE - INSUL. @ SHEET RIBS N SEALANT I�I�%///�� fE 3/16x3xO'-10'1'-6" WELDED TO C10- x15.3 JAMB PRIOR TO GALV. @ TOP CL' OPNG. & BTM. DETAIL 20 GA. METAL CHANNEL CLOSURE (TYP.) INSUL. O.H. DOOR, SEALANT rn v ANGLE CLOSURE TRIM \ BY PANEL MFGR. 20 GA. MTL. HANNEL SEALANI SEALANT 4" THK. INSUL. WALL PANEL FURNISHED AND INSTALLED BY CONTRACTOR t INSUL TEMP GLASS N 8' 6" o I i� INSUL. FOR FOR 40' 1. 3' O" 16 GA HOLLOW METAL 0 B. 3/16x3xO'-10" WELDED TO C10- o o ry x15.3 HEADER PRIOR o 0 0 o TO GALV. o b- 0 @ 3 PLACES z_ z_ LL 0 LL Li o o Q N Ud rn � bo 4"0 STD. PIPE x 2'-6" FILLED W/CONC. ROUND OFF TOP 1/4.. (TYP.) DOOR OPENING 21 2 DETAIL 3/4"=1'-0" FURNISHED AND INSTALLED BY CONTRACTOR a i� INSUL. FOR FOR 40° 3' 0" 16 GA HOLLOW METAL 0 INSUL. WALL PANEL 2x4 TREATED WOOD BLOCK 1 /2"0 NYLON BOLTS GIRT Lo 0 ~ _j 1/2"0 NYLON BOLTS `° z 2x4 TREATED WOOD BLOCK 00 L` 20 GA. METAL CHANNEL — 3 D ETAI L 4"0 STD. PIPE x 2'-6" (TYP.)(FILL W/CONC. & ROUND TOP)(TYP.) 2 1/2"0 STD. PIPE RAIL 2x8 TREATED WOOD BLOCK 2" THK. INSULATED SLIDING DOOR RECEIVING I 7_ FINISH SCHEDULE RM. ROOM FLOOR WALL CEILING N0. NAME MATL. BASE NORTH EAST SOUTH WEST WAINS. MATL. HT. CROWN REMARKS F_I FR �S _17 F_I_OOFR 119 SUB -ZERO STOR. AREA CONC. CONC. CURB INS. PAN PRE. FIN. INS. PAN PRE. FIN. INS. PAN PRE. FIN. INS. PAN PRE. FIN. INS. PAN PRE, FIN. VARIES NOTE 1 2,& 4 120 TRUCK LOADING DOCK II II II II II II — II II — NOTE 1, 3,& 4 121 FORK LIFT RECHARGE II II II II II II II II — NOTE 1, 3,& 4 122 RECEIVING II II II II II II II II — NOTE 1, 3,& 4 ABBREVIATIONS FINISH SCHEDULE REMARK NOTES CONC. CONCRETE 1. CONCRETE CURB BASE PRE -FIN. PREFINISHED 2. EXPOSED STRUCTURE TO HAVE RED PRIMER AND TOUCH UP INS. PAN. INSULATED PANEL 3. EXPOSED STRUCTURE TO BE HOT - DIPPED GALVANIZED WITH TOUCH UP 4. ALL BOLLARDS TO BE HOT -DIPPED GALVANIZED. FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY CONTRACTOR 7" 3'-0" 7" 2„ 3'-0" 2" 14 GA HOLLOW METAL A B FRAME ELEVATIONS I' 1V-- SEALANT 2x8 TREATED WOOD BLOCK 2x6 TREATED WOOD BLOCK ----TRACK FOR INSULATED SLIDING DOOR. ---2x8 TREATED WOOD BLOCK 2" THK. INSUL. SLIDING DOOR 20 GA. METAL JAMB & WOOD TRIM (BEYOND) INSULATED WALL LOADING DOCK PANEL DOOR OPENING FOAM DOCK CLOSURE PAD 4" THK. INSUL. WALL PANEL (TYP.) C1Ox15.3 JAMB (TYP.) fE 1 /4x2 1 /2xO'-6" WELDED TO CHANNEL © 24" CTRS. FOR TRACK ATTACHMENT (TYP.) 1 /4"=1'-0" 3/4"=V-0" INSULATE PANEL 20 GA, METAL --- CHANNEL JAMB (TYP.) D ETA I L DR 12 OA 3/4"=1'-0" 4 20 GA. METAL JAMB W/WOOD BUCK (BEYOND) 4"0 STD. PIPE x 2'-6" SET IN CONC, FILL PIPE & RD. TOP (TYP) LOADING DOCK WELDED 6" X 3/4" BAR 3" 3" 6" 4» 11„ 1'-9" D ETAI L 12" 21 2" THK. INSULATED SLIDING DOOR 2 1/2"0 STD. PIPE GUARD RAIL (FS) I I N I7 r RECEIVING I I ° .e .. d JL SEALANT (TYP.) 20 GA. METAL CHANNEL & WOOD TRIM (BEYOND) 4" THK. INSUL. SLIDING D INSUL. WALL PANEL nin-r N -1 1/2"0 NYLON BOLTS 2x4 TREATED WOOD BLOCK ~ _j 1/2"0 NYLON BOLTS 1 z 2x4 TREATED WOOD BLOCK 00 20 GA. METAL CHANNEL— 0 6 DETAIL e" TI II/ IAIr`I II rn rr7rm n/l M 1A/ / 1 Ir A Trrl nTrll l'1 8 DETAIL Q DOOR 119B 3/4"= V-0" SEALANT 2x8 TREATED WOOD BLOCK 2x6 TREATED WOOD BLOCK TRACK FOR INSULATED SLIDING DOOR. (SEE SHOP DWG.) 2x8 TREATED WOOD BLOCK 2" THK. INSUL. SLIDING DOOR (SEE SPECS. & SHOP DWGS.) 20 GA. METAL JAMB & WOOD TRIM (BEYOND) 3/4"=1'-0" 4"0 STD. PIPE x 2'-6" FILL W/ CONC. & RD. TOP (TYP) G =ALANT _w 0 o � 0 w V) N O w 0 �- o z Z N W Z w N O I O 0)g & Z aN O I, U z (n U z m W �W � Q� z co 0 m o m U J inw = I Q W m Of -J LjJ m m w m Lli J m CD , Q m I W L_LJ Iz C;d U O U) Q z_ O � U W N ry I m 00 O� Lo Lo coGO 1 1 N N � N N N N I\ �J, D) Q -0 N x w Q v o a' 000 w - NO c a�i co o r� c� wjr N o U J CO c m x �_� 7 m< 43 U U Q wQ � �� Q 0 O 0 n LL_ Sheet A=26 uuu NPm 3/4"=V-0" N O 0 N O d' M un u W JLq O mr, 3'-O" 4" THICK INSUL WALL PNL BY OWNER 8"x 3"x 3/16" MTL PL WELDED TO C 8 x 11.5 JAMB PRIOR TO GALV. @ 3 PLACES BY OWNER 20 GA. METAL CHANNEL CLOSURE RY nWNFR mi 4" THICK INSUL ROOF PANELS BY OWNER 8 C 2 1 /2"x 12 GA DOOR SPRING SUPORT C 10 x 15.3 HEADER O 8"x 3"x 3/16" MTL PL WELDED TOC8x11.5 HEADER PRIOR TO GALV @ 3 PLACES C 10 x 15.3 DOOR JAMB 1'—R" 1 SECTION OVERHEAD DOOR 122B lu=lo—oft NOTES 1. OWNER TO PROVIDE AND INSTALL ALL INSULATED PANELS AND CORRESPONDING TRIM 2. GENERAL CONTRACTOR TO PROVIDE LABOR AND MATERIALS FOR FOUNDATION, STRUCTURAL STEEL AND MISCELLANEOUS STEEL ;TD. MTL PIPE GH FILLED W/ DUND TOP II- F_w 3ER DOCK BUMPERS c 3'-0") ANCHOR BOLTS EA END ZILL HOLES TO FIT --R PAVING 0 DOOR 122 B 2 DETAIL @ OVERHEAD DOOR 122E N.T.S. WALL PANEL BY OWNER RE: S10 GA. MTL. ,NNEL SURE OWNER C8 X 11.5 SEALANT BY OWNER ANGLE CLOSURE TRIM BY PANEL MFGR. BY OWNER 4" THK. INSUL. WALL PANEL BY OWNER SEALANT BY OWNER ANGLE CLOSURE TRIM BY PANEL MFGR. BY OWNER _w 0 O 0 w D V) N o Iw- 0 o z o z N w w Ld zd m >- w N O I Oak O (L o� c 1- °dO O U z U z a (n m W _ Ld Q � w z 0 m Fy O LL. Er- Q o U J W = W ry m m w � z v' m m W D I m U �m W r n J Q 0 W Q ry 0 0 �- L_L_ 0 III n N m U) O O O Lo L 0000 I I N N � N N (N N u V) Q p N � I— LL. C �Q �of S� O O w N O O C v v V) r7 IL o �7 (/j wjr- i o CD � ° F- __ U U Q ry W 0 W Qoo U r) L� Sheet A = 2 ks' unu Ul 3 v A. THE CONTRACTOR IS TO VISIT THE SITE PRIOR TO BID TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AS THEY EXIST. ALL BIDS SHALL TAKE THE EXISTING CONDITIONS INTO CONSIDERATION AND THE LACK OF SPE- CIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. SUB- MISSION OF BID INDICATES THE CONTRACTOR'S UNDERSTANDING OF EXISTING CONDITIONS AND HIS WILLING- NESS TO WORK WITH THESE CONDITIONS. NO ADDITIONAL TIME OR MONEY WILL BE ALLOTTED DUE TO THE LACK OF COORDINATION WITH EXISTING CONDITIONS OR OTHER TRADES. B. ALL WORK SHALL COMPLY WITH THE APPLICABLE LOCAL AND STATE CODES AND ORDINANCES, FOLLOW RECOM- MENDED PRACTICES AS SET DOWN BY ASME, SMACNA, ASHRAE, NFPA, UNIFORM BUILDING CODE, UNIFORM MECH- ANICAL CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRICAL CODE, AGA AND OSHA, AS THEY APPLY TO THIS PROJECT, EXCEPT IN CASES WHERE STATUTES GOVERN. C. PROVIDE P-TRAP AT EACH UNIT PER MANUFACTURER'S RECOMMENDATIONS. ROUTE NEW CONDENSATE DRAIN LINE FROM EACH UNIT TO NEAREST DEEP SEAL TRAP ABOVE CEILING OR NEAREST CODE APPROVED POINT OF DISCHARGE. MECHANICAL AND PLUMBING CONTRACTORS ARE TO COORDINATE LOCATION. CONDENSATE PIPING TO BE COPPER INSULATED WITH 3/4" ARMAFLEX TYPE AP. GLUE ALL JOINTS. PROVIDE CLEANOUT PLUG AT END OF EACH MAIN RUN. SLOPE ALL PIPING TO DRAIN AT MINIMUM 1/8" PER FOOT. DRAINS SHALL BE SIZED IN ACCORDANCE WITH EQUIPMENT CAPACITIES, AS FOLLOWS: EQUIPMENT CAPACITY *MINIMUM PIPE SIZE UP TO 15 TONS OF REFRIGERATION 3/4" 16 TO 30 TONS OF REFRIGERATION 1" *MINIMUM SIZE OF DRAIN SHALL NOT BE SMALLER THAN DRAIN OUTLET SIZE FOR UNIT D. DUCTWORK SHALL BE SHEETMETAL WITH R-6 INSULATION, ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. PROVIDE TURNING VANES IN ALL SUPPLY AIR 90 DEGREE ELBOWS, E. PROVIDE RIGID ROUND SHEETMETAL DUCTWORK FOR DIFFUSER RUN -OUTS FURTHER THAN SIX FEET. ALL RIGID ROUND DUCTWORK IS TO BE EXTERNALLY INSULATED. PROVIDE ATCO SERIES 30 FLEXIBLE DUCTWORK. FLEX DUCT SHALL HAVE PAINTABLE ASJ EXTERNAL JACKET, F. PROVIDE FLEXIBLE CONNECTIONS AT ALL SUPPLY AND RETURN DUCTS FROM UNITS. G. PROVIDE ENGRAVED LABELS FOR ALL AIR HANDLING AND CONDENSING/HEAT PUMP UNITS. LABEL ALL THERMOSTATS TO CORRESPOND TO ASSOCIATED CONDENSING AND AIR HANDLING UNITS, H. PROVIDE EACH UNIT WITH PROGRAMMABLE AUTOMATIC CHANGEOVER THERMOSTAT, I. SEAL AROUND ALL DUCTWORK AND PIPING AT PENETRATIONS THROUGH FIRE WALLS AND CEILINGS. J. ALL PIPING AND DUCTWORK SHALL BE NEW UNLESS NOTED OTHERWISE. K. INSTALL A CLEAN SET OF FILTERS THROUGHOUT AT COMPLETION OF PROJECT. L. AIR HANDLER UNITS DISCHARGING 2000 CFM SHALL HAVE A SMOKE DETECTOR LOCATED IN THE RETURN AND SUPPLY AIR DUCTS, PLACE INDICATOR LIGHTS NEXT TO THERMOSTAT, SMOKE DETECTORS SHALL AUTOMATICALLY STOP THE AIR HANDLING UNIT SUPPLY -FANS AND TURN ON INDICATOR LIGHT. AUTOMATIC SHUTOFF SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR HANDLING UNIT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY OR RETURN AIR STREAM. RESTARTING THE SUPPLY -FAN AND TURNING OFF THE LIGHT SHALL REQUIRE MANUAL RESET AT THE SMOKE DETECTOR, M. PROVIDE MANUAL RESET TYPE FIRESTATS WITH AN ADJUSTABLE TEMPERATURE CUT-OFF INITIALLY SET AT 120 DEGREES F. ACTIVATION OF ANY SINGLE FIRESTAT SHALL DEACTIVATE BOTH AIR HANDLING UNITS ENTIRE SYSTEMS AND ENERGIZE THE ALARM. N. BEFORE ANY CUTTING OR TRENCHING OPERATIONS BEGIN, VERIFY WITH OWNER'S REPRESENTATIVE, UTILITY COMPANIES AND OTHER INTERESTED PARTIES THAT ALL AVAILABLE INFORMATION HAS BEEN PROVIDED CONCERNING EXISTING UTILITY LOCATION. VERIFY LOCATIONS GIVEN. CONTACT ARCHITECT IMMEDIATELY UPON UN -COVERING UNKNOWN UTILITIES FOR FURTHER DIRECTION. INDICATE ALL UNCOVERED UTILITIES ON RECORD DRAWINGS. 0. EXPECTED OFFICE OCCUPANCY: 20 PEOPLE; ASHRAE STANDARD 62-1989 MANDATES A VENTILATION RATE OF 20 CFM PER PERSON, FOR A TOTAL VENTILATION RATE OF 400 CFM REQUIRED. FC-1 & FC-2 ARE SUPPLIED WITH 270 CFM OF VENTILATION AIR APIECE, FOR A TOTAL OF 400 CFM OF VENTILATION AIR. A I m Ra C00" ' 'laqu D I T 101"10 IrNou"' k I im " m I T ""' C H E[o)U L E MARK MANUFACTURER COOLING OUTSIDE AIR HEATING FAN VOLTS/PH/HZ VOLTS/PH/HZ M.O.C.P. "AHU" AND MODEL NUMBER REMARKS & "Cu" "TRANS" TOTAL SENSIBLE CFM DB WB HIGH LOW CFM AHU CONDENSER AHU CONDENSER 1' 2 TWE063 P13 0 O 9 WITH 57,500 40,200 270 95 77 24,600 -- 2000 208/30/60 208/30/60 40 35 TTP060 C300A REMARKS O1 PROVIDE UNITS WITH 2 SETS OF FILTERS AND THERMOSTAT. ® PROVIDE UNITS WITH AIR HANDLER SUBBASE MODEL# TAYBASE100. INSTALL IN ACCORDANCE WITH AHU MANUFACTURER. RE:2/M-4. 2UMINIMUM SEER OF 12.0. CAPACITY IS NET. O5 PROVIDE VERTICAL UNIT WITH HORIZONTAL RETURN. O EQUIPPED WITH 10.0 KW STRIP HEATER AND SINGLE POINT CONNECTION. UNIT MARK MANUFACTURER CFM TYPE MBH OUTPUT AMPS VOLTAGE WEIGHT REMARKS UH-1 DAYTON 3E347 1100 ELECTRIC 51.2 41.7 208 3PH. 65 WITH THERMOSTAT mmXHAUST FAN aft. A%M NM=Mft UL sm PERFORMANCE ELECTRICAL MARK MANUFACTURER REMARKS SERVICE .CFM ESP RPM BHP MOTOR HP RPM SERVICE WT EF-1 NUTONE QT300 TOILET EXHAUST 230 0.375 — -- 300 WATTS — 120/1/60 20 O O EF-2 NUTONE QT300 TOILET EXHAUST 200 0,375 — -- 300 WATTS — 120/1/60 20 O 3U EF-3 NUTONE QT110 JANITOR EXHAUST 100 0.375 - 0.012 60 WATTS - 120/1/60 15 O REMARKS O TRANSITION FROM 3 1/4" X 10" TO 6" ROUND UP THROUGH ROOF. O ROUTE 4" ROUND DUCT UP THROUGH ROOF. O PROVIDE ROOF CAP NUTONE MODEL# 645-BL. OPROVIDE ROOF CAP NUTONE MODEL# 841-BL. L)LIVICIE SCHwEDULmE MARK NECK SIZE FRAME SIZE FRAME TYPE VOLUME DAMPER SUPPLY RETURN EXHAUST REMARKS FLEX. OA 12" 0 24 x 24 LAY -IN OBD 0 - - METALAIRE SERIES 9000 12" © 10" 0 24 x 24 LAY -IN OBD 0 - - METALAIRE SERIES 9000 10" OC 8"o 24 x 24 LAY -IN OBD 0 - - METALAIRE SERIES 9000 8" OD 6"0 24 x 24 LAY -IN OBD 0 - - METALAIRE SERIES 9000 6" O 30 x 18 34 x 22 FLANGE - - 0 - METALAIRE SRHF - OF 12" 0 24 x 24 LAY -IN - - 0 - METALAIRE 12" O 0 O O O NOTES: 1. COORDINATE EXACT LOCATION OF DIFFUSERS WITH ARCHITECTURAL REFLECTED CEILING PLAN. 2. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE. 3. ALL FLEX SHALL BE SIZED AS SCHEDULED UNLESS NOTED OTHERWISE. 4. ALL DIFFUSERS SHALL BE OFF-WHITE UNLESS NOTED OTHERWISE. 5. VERIFY FRAME TYPE WITH ACTUAL CEILING TYPE PRIOR TO PURCHASE OF AIR DEVICES. 6. ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE. 7. RUN -OUTS AND DROPS FROM R/A MAIN TRUNKS SHALL BE AS FOLLOWS: UP TO 250 CFM USE 10"; 251 CFM TO 450 CFM USE 12"; 451 CFM TO 700 CFM USE 14"; 701 CFM TO 1000 CFM USE 16"; 1001 CFM TO 1400 CFM USE 18". V M y J W m O �$ O COS L� °0O¢� O W�e�s' � = o-- < cc v¢Rop 0 1 _w o0 V) 0 w N o IW- � o 0 z N O 1 dM w �_ w �� m} O co �w °)13��0&ZH0 Sao aN oCd oCd U z = _ z Q U m w � Q w z 0 o LJ �Q o0 d U J L.Li = z Ld ry m J Ld m Ld z cQn m m Ld _1 y m � U) � Li � Qo = W U = W U 00 0� LoLo Co Co I I N N � N N N N Q O p 0 W Q 0 0 0 pp w - N0 H a- a Qc': Lj 0 z l� v o V� a - c (n Wj� J CD �mX -° � Uo Q O w w:= i- <00 0nLL_ Sheet un� 3.1 _? W O Z) Lu on D w n V) V) 0 LLI O H O O Z N O d M w w t ONm w o �S w W 0 -,o 0& ZCD O O N o oo c Om o 0 N N-mm'�pp OF,LI. N m� ma M m ro z/ Q W 4 nun o�Lq _w LU o U) 0 w D V) V) N Ld O I— a O Z N O I d m O O ZN w� c�lJV � N o IA o [A La o N O O N O .— Oi M t0 00 O unu of9m e INSULATED RIGID METAL TO SPIN -IN STRAP HANGER - DUCT AND ELBOW TYPICAL --_ 1.5' WIDE GALVANIZED BAND SC�LAMP _z TO SPIN -IN INSULATED SUPPLY AIR TRUNK DUCT - REFER TO PLAN FOR SIZE 1'4 .0 (MIN) SUPPORT FOR BEND SMOOT-BENDS GRADUAL STAINLESS STEEL BENDS ONLYINSULATED SPIN -IN SCREW CLAMP FITTING WITH MANUAL TYPICAL EACH END INSULATED FLEXIBLE DUCT DAMPER AND ACCESSIBLE 6'-0' MAX LENGTH — INDICATING HANDLEMAX OFFSET ALLOWABLE; 120 DEG MAX TOTAL BEND ANGLE = TYPICAL 2-INCHES PER FOOTzOF FLEXIBLE DUCT LENGTH Q z w J ¢ i J STAINLESS STEEL SCREW a z CLAMP - TYPICAL EACH END FF INSULATE TOP OF DIFFUSER STAINLESS STEEL z x (MAY BE OMITTED WHERE SCREW CLAMP - Jr CEILING CAVITY IS USED AS TYPICAL EACH END w o - MAX OFFSET ALLOWABLE A RETURN AIR PLENUM) TYPICAL Y 2-INCHES PER FOOT OF FLEXIBLE DUCT LENGTH "--CEILING AIR DEVICE - TYPICAL LONG RUN SIDE TAP INSTALLATION CEILING SHORT RUN SIDE TAP INSTALLATION DETAIL NOTES 1. THREE INSTALLATION OPTIONS ARE SHOWN, PROVIDE THE MOST SUITABLE OPTION BASED UPON ACTUAL DUCT LAYOUT, AIR DEVICE LOCATION, AND FIELD CONDITIONS. PREFERRED INSTALLATION IS SHORT RUN SIDE TAP. WHERE FLEXIBLE DUCT RUN EXCEEDS THE MAXIMUM ALLOWABLE LENGTH, PROVIDE THE LONG RUN SIDE TAP INSTALLATION. 2. INSULATED FLEXIBLE DUCT; U.L. LISTED CLASS 0 OR CLASS 1 AIR DUCT, TESTED IN ACCORDANCE WITH U.L. 181. MAXIMUM LENGTH ALLOWED IS 6 FEET, SIZE IS SAME AS AIR DEVICE NECK SIZE UNLESS OTHERWISE INDICATED. 3, SPIN -IN FITTING: FLARED TYPE WITH BUTTERFLY DAMPER AND INDICATING HANDLE, INSTALL DUCT INSULATION SO THAT DAMPER HANDLE IS ACCESSIBLE AND VISIBLE ON THE BOTTOM OR SIDE OF THE SPIN -IN FITTING. 4. PROVIDE ACCESS TO DAMPERS LOCATED ABOVE FINISHED CEILINGS, OR PROVIDE REMOTE VOLUME CONTROL DAMPER (AS MANUFACTURED BY YOUNG REGULATOR) AND BOWDEN CABLE CONTROL SYSTEM, SCALE: NOT TO 50ALE L S L = 1/4 W; 4-INCH MIN S = 1 1/4 W; 12-INCH MIN SUPPLY AIR FLOW 45° RECTANGULAR AIR DUCT - REFER TO 1/M-2 RETURN/EXHAUST AIR FLOW 45° ENTRY CLINCH LOCK BRANCH CONNECTION BOTTOM TAP INSTALLATION 5. INSTALL FLEXIBLE DUCT FULLY EXTENDED WITH NO EXCESS LENGTH BETWEEN CONNECTION POINTS. MAKE SMOOTH BENDS WITHOUT DEFORMING DUCT COSS-SECTION. 6. EXTEND FLEXIBLE DUCT A MINIMUM LENGTH OF 1.5 DUCT DIAMETERS, 6-INCH MINIMUM, STRAIGHT FROM CONNECTION TO AIR DEVICE BEFORE BENDING. PROVIDE 2'-0' MINIMUM LENGTH FOR BOTTOM TAP INSTALLATION TO ATTENUATE VOLUME DAMPER NOISE. 7. PROVIDE ROUND -TO -RECTANGULAR INSULATED SHEET METAL TRANSITION AT THE NECK OF THE CEILING AIR DEVICE FOR RECTANGULAR NECK DIFFUSERS/GRILLES. 8. SUPPORT FLEXIBLE DUCT AS RECOMMENDED BY MANUFACTURER. INSTALL USING 1-1/2 INCH WIDE (MINIMUM) BAND CLAMP OR STRAP. MAXIMUM HANGER SPACING IS 4 FEET WITH A MAXIMUM PERMISSIBLE SAG OF 1/2-INCH PER FOOT BETWEEN SUPPORTS. HANGERS MUST MAINTAIN ROUND DUCT SHAPE. Ix < MANUAL VOLUME DAMPER 3 w 3 WITH LOCKING QUADRANT r z o DETAIL NOTES - � :D RECTANGULAR AIR DUCT - :D ~ 1. TYPICAL INSTALLATION DETAIL TO BE REFER TO PLAN FOR SIZE ¢ a APPLIED TO RECTANGULAR BRANCH DUCT TAKEOFFS FROM RECTANGULAR TRUNK DUCTS. APPLIES TO SUPPLY, RETURN �W� AND EXHAUST AIR DUCTS, W = INSIDE WIDTH OF DUCT J \R EEO %;T BRAILMUH vu T TAmlff EloftFF 4/ 50ALE: NOT TO 50ALE DUCT rnrni aal THICKNESSLOF LINER �yV� ...... 4''i I'll'", Ban' SCALE: NOT TO 50ALE N N_j 04 - N m7 m Va3 M � Wz/ ow L L = 1/2 D; 4-INCH MIN S = 1 1/2 D; 12-INCH MIN S MANUAL VOLUME DAMPER WITH LOCKING QUADRANT RECTANGULAR AIR DUCT - REFER TO 1/M-2 15' MIN 30° MAX CONICAL TAP r ROUND AIR DUCT - DETAIL NOTES REFER TO PLAN FOR SIZE 1. TYPICAL INSTALLATION DETAIL TO BE APPLIED TO ROUND BRANCH DUCT TAKEOFFS FROM RECTANGULAR TRUNK DUCTS. APPLIES TO D = INSIDE DIAMETER OF DUCT LLI SUPPLY, RETURN AND EXHAUST AIR DUCTS, r% aft mw oft I'M 4 _ 50ALE: NOT TO 50ALE STEEL ANGLE 21 1/2 'x2 1/2 'x5/16' TO SPAN OVER STRUCTURE 4S SHOW 4- 3/8 ' THREADED RODS (TYPICAL) VIBRATION ISOLATORS ,TYPICAL) SIDE VIEW 50ALE: NOT TO 50ALE ELECTRIC _-BOX WITH COVER PLATE FLUSH - FRONT VIEW 50ALE: NOT TO SCALE VANE SPACING RECTANGULAR REFER TO IA VANES PRE-/ ON RUNNERS TURNING VAN DETAIL NOTES 1. TYPICAL INSTALLATION DETAIL TO BE APPLIED TO RECTANGULAR 90° MITERED ELBOWS. 2, PR❑VIDE TURNING VANES IN SUPPLY AIR DUCTS. PR❑VIDE TURNING VANES IN RETURN AND EXHAUST AIR DUCTS ONLY WHERE INDICATED ON THE PLANS. C6X8,2 CHANNELS MECH FASTEN TO BOTTOM OF ROOF JOIST CONDUIT 90, 3. CAREFULLY INSTALL TURNING VANES, ADJUST VANES IN RUNNERS SO THAT LEADING AND TRAILING EDGES ARE TANGENT TO AIRFLOW. 4. PROVIDE SINGLE THICKNESS TURNING VANES WHERE VANE LENGTH IS 36-INCH OR LESS. PROVIDE DOUBLE THICKNESS TURNING VANES WHERE VANE LENGTH EXCEEDS 36-INCHES. EXTENDED TRAILING EDGES ON TURNING VANES ARE PROHIBITED. K vm-=CT 90`0 DEG MITERED.0 ELEIPOW SCALE: NOT TO 50ALE END BEARING WHERE NO QUADRANT PROPORTION OPENINGS ON EITHER SIDE OF SPLITTERS IN ACCORDANCE W/ AIR QUANTITY, LENGTH OF SPLITTER SHALL BE 1 1/2 ' X THE SMALLEST WIDTH AMD A MIN. OF 6' LONG USE WHEN DAMPER EXCEEDS 18' LONG OR 2 SO. FEET REGULATOR QUADRANT ON DAMPER LESS THAN 18' LONG OR 2 SQ. FEET AIR \\ \ DAMPER BRACKET F4p1, J� 3/8 ROD BALL JOINT BRACKET DETAIL NOTES 1, QUADRANT LOCK IS SHOWN ON TOP FOR CLARITY -ACTUAL POSITION IS ON BOTTOM. IN NON -ACCESSIBLE CEILING SPACES, PROVIDE YOUNG REGULATOR EXTENSION AND OPERATOR, TYPICAL SPLITTER DAmmmPtr Kmft 50ALE: NOT TO SCALE V t� � M U) > V) _J T-� Lu co cc O = mm yF DRAWING NOTES cl ��¢cl w 1. DUCT CONSTRUCTION TO COMPLY +_ o ¢ WITH SMACNA STANDARDS. v ¢ 82 c� 2. EQUIPMENT SHALL COMPLY WITH ASHRAE STANDARDS. i w 3. GENERAL CONTRACTOR SHALL � ch O BE RESPONSIBLE FOR COORDINATION = N z OF ALL ACCESORIES, REGARDLESS O o O OF MANUFACTURER. ALL ACCESSORIES z z z WILL BE PROVIDED AS A PACKAGE o = U N TO BLUE BELL, ¢ � J W Q a w� yw_ LEI tr O w li V) V) w V) N O f- 0 o z N O I 00 w 0 'n V O W N o IA IA Q FFo-- U z_ (� w 0 z Q 0L m Q III z O x m O ~ Fy u- < I, U J —I Q � o = ; z z w0 LJ m li W m W m J m W m p O O L Lo 0000 � I N N � N N > f\ s U (n F � L ¢ v 111�_ X pr v c � �� rr a� 5 O O pp w NO ii o UL c 0 v V)� a � � Lu jCD wm r°'x ° :3 m¢= 0 0 "d U H- U U ¢ O W Ld Qoo U r� LL Sheet nuN-jn o�- E: A. THE CONTRACTOR IS TO VISIT THE SITE PRIOR TO BID TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AS THEY EXIST. ALL BIDS SHALL TAKE THE EXISTING CONDITIONS INTO CONSIDERATION AND THE LACK OF SPE- CIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. SUB- MISSION OF BID INDICATES THE CONTRACTOR'S UNDERSTANDING OF EXISTING CONDITIONS AND HIS WILLING- NESS TO WORK WITH THESE CONDITIONS. NO ADDITIONAL TIME OR MONEY WILL BE ALLOTTED DUE TO THE LACK OF COORDINATION WITH EXISTING CONDITIONS OR OTHER TRADES. B. ALL WORK SHALL COMPLY WITH THE APPLICABLE LOCAL AND STATE CODES AND ORDINANCES, FOLLOW RECOM- MENDED PRACTICES AS SET DOWN BY ASME, SMACNA, ASHRAE, NFPA, INTERNATIONAL BUILDING CODE, INTERNATIONAL MECH- ANICAL CODE, INTERNATIONAL PLUMBING CODE, NATIONAL ELECTRICAL CODE, AGA AND OSHA, AS THEY APPLY TO THIS PROJECT, EXCEPT IN CASES WHERE STATUTES GOVERN. C. PROVIDE P-TRAP AT EACH UNIT PER MANUFACTURER'S RECOMMENDATIONS. ROUTE NEW CONDENSATE DRAIN LINE FROM EACH UNIT TO NEAREST DEEP SEAL TRAP ABOVE CEILING OR NEAREST CODE APPROVED POINT OF DISCHARGE, MECHANICAL AND PLUMBING CONTRACTORS ARE TO COORDINATE LOCATION. CONDENSATE PIPING TO BE COPPER INSULATED WITH 3/4" ARMAFLEX TYPE AP. GLUE ALL JOINTS. PROVIDE CLEANOUT PLUG AT END OF EACH MAIN RUN. SLOPE ALL PIPING TO DRAIN AT MINIMUM 1/8" PER FOOT, DRAINS SHALL BE SIZED IN ACCORDANCE WITH EQUIPMENT CAPACITIES, AS FOLLOWS: EQUIPMENT CAPACITY *MINIMUM PIPE SIZE UP TO 15 TONS OF REFRIGERATION 3/4" 16 TO 30 TONS OF REFRIGERATION 1" *MINIMUM SIZE OF DRAIN SHALL NOT BE SMALLER THAN DRAIN OUTLET SIZE FOR UNIT D. SEAL AROUND ALL PIPING AT PENETRATIONS THROUGH FIRE WALLS AND CEILINGS. E. ALL PIPING SHALL BE NEW UNLESS NOTED OTHERWISE. F. BEFORE ANY CUTTING OR TRENCHING OPERATIONS BEGIN, VERIFY WITH OWNER'S REPRESENTATIVE, UTILITY COMPANIES AND OTHER INTERESTED PARTIES THAT ALL AVAILABLE INFORMATION HAS BEEN PROVIDED CONCERN- ING EXISTING UTILITY LOCATION. VERIFY LOCATIONS GIVEN. CONTACT ARCHITECT IMMEDIATELY UPON UN- COVERING UNKNOWN UTILITIES FOR FURTHER DIRECTION. INDICATE ALL UNCOVERED UTILITIES ON RECORD DRAWINGS. G. ACTUAL FINISH FLOOR= 21.5' DATUM FINISH FLOOR= 0.0' H. ALL WATER JUNCTION BOXES SHOULD BE PLACED OUTSIDE FORKLIFT PATHS. I. ALL CUT-OFF VALVES SHALL BE ACCESSIBLE THRU REMOVABLE TILE OR 24"X 24" ACCESS PANEL. OFFICE ROOF PLAN 5,512.5 S.F. TOTAL S.F./10,000 PER DRAIN 5 DRAINS THESE CALCULATIONS EXCEED INTERNATIONAL PLUMBING CODE 2001 100-YEAR, 1-HOUR RAINFALL - 8.6 INCHES Pipe Calculations for Office portion of Distribution Center Q= CIA C=0.95 I = (145)/(T+20) e T= Time of Concentration = 1 minute E= City of Thomasville Frequency Factor per appendix B International Plumbing Code; e 100 = 0.799 Area = 0,12656 acres for office roof and Area = 0.16104 acres for the refrigerated area roof Area = 0.02295 acres for the awning Q = 1.53cfs total or 0.306cfs per down spout for the Office Roof Area Q = 1.95cfs total or 0.488cfs per down spout for the Refrigerated Roof Area Q = 0.28cfs total for the Awning Area ROUND' PIPE 'HYDRAULIC CALCULATIONS Pipe Diameter (D): 8 Inches Pipe Slope: 1.04% tvtanning's 'n': U.010 Full Velocity (Voj 4.590 ftls9c. Pipe Capacity (00: 1.602 cfs Design 0 (Od, cros): 11.53 '> ifs Od/Of. 95.54l Depth Ratio: 78.2% VdNf: 113,8% Flow Depth (d): 6 "Inches'. Flow Velocity (Vd): 5.22 ftlsec: Slope for full flow: 0.9 % N O N mJ F � m L m O , CV ,p r W W ROUND PIPE HYDRAULIC CALCULaTION5 Pipe Diameter (D): 10 Inches Pipe Slope: 0.50% Ntenning's 'n': 0..010 ' Full Velocity (Vf): 3.693 ftlsec. Pipe Capacity (00: 2,014 cfs Design Q (Od, crns)- 1.97 cfs QrJ/QL 97.8% Depth Ratio: 801 fo VdNf: 114.0 Flow Depth (d): 0 Inches Flow Velocity (Vd): 4.21 ' ftlsec. Slope for full flow: 0,40% FIX"'TURE Aftrdm) EQUIPMENET t"iCHEDULNE MARK FIXTURE / EQUIPMENT MODEL NO. SIZE / CAPACITY TRIM / ACCESSORIES REMARKS HCWC WATER CLOSET KOHLER WITH SEAT (K-4652), MNT. HEIGHT (HANDICAP) K-3544 TANK TYPE SUPPLY (K-7637), AND STOP PER A.D.A. UR WALL -MOUNT URINAL KOHLER FLUSH VALVE WITH SLOAN FLUSH VALVE, MNT. HEIGHT (HANDICAP) K- 4960-ET WALL CARRIER PER A.D.A. LAV. COUNTERTOP LAVATORY KOHLER - K-7404-5A 2-HANDLE FAUCET, TRIM, W/K-7715 - WASTE, K-7605 SUPPLY WITH STOPS, K-2900-4 K-8998 P-TRAP LAV. WALL HUNG KOHLER K-7404-5A 2-HANDLE FAUCET, TRIM, W/K-7715 HC (HANDICAP) HANDICAP K-2054 WASTE, K-7605 SUPPLY WITH STOPS, INSULATION, MNT. HEIGHT PER A.Q.A. K-8998 P-TRAP SINK STAINLESS STEEL ELKAY - S.S., 6" DEEP WITH LKAD 35 STRAINER, INSULATION, MNT. HEIGHT SINGLE COMP. BAR SINK LRAD-2219 TAILPIECE, SUPPLIES AND STOPS, AND P-TRAP PER A.D.A. (HANDICAP) MOP FLOOR MOUNT KOHLER _ WITH K-8940 RIM GUARD, K-8925 FAUCET, WHITE SINK SERVICE SINK K-6710 AND K-6673 TRAP STANDARD HCEWC ELECTRIC WATER COOLER HALSEY-TAYLOR HAC8FSBL-Q 8 GPH AT 50 DEGREES F. WITH SUPPLY AND STOP, P-TRAP MNT. HEIGHT PER A.D.A. (HANDICAP) PROVIDE WITH CANE TOUCH APRON. WH-1 WATER HEATER STATE 40 GALLON ELECTRIC WITH POP UP SAFETY T&P RELIEF ROUTE T&P LINE TO P6 40 20RT VALVE, DRAIN PIPE, EXPANSION TANK DRAT FLOOR DRAIN N HB HOSE BIBB WOODFORD B-75-D _ RECESSED HB IN BOX, VACUUM BREAKER F.D. FLOOR DRAIN ZURN - DEEP SEAL TRAP ZN-415-B WITH TRAP PRIMER TAP TP TRAP PRIMER ZURN Z-1022 2699 SUMP SUMP PUMP LITTLE GIANT 3800 GPH AT WASTE ROUTED TO STORM PUMP 3P643 10' HEAD DRAIN EQUIIOMCNT 1. SCHEDULE LISTS MODEL NUMBERS OF THE FOLLOWING MANUFACTURERS UNLESS NOTED OTHERWISE: FIXTURES KOHLER TRAP PRIMERS & CLEANOUTS ZURN FIXTURE BRASS KOHLER FLUSH VALVES SLOAN ROYAL FIXTURE STOPS SPEEDWAY FIXTURE SUPPORTS & DRAINS ZURN STAINLESS STEEL SINKS ELKAY 2. PROVIDE SPEEDWAY STR-1715A OR STCR-1915A STOPS AND 17 GAUGE CHROME PLATED BRASS FIXTURE P-TRAPS FOR ALL SINKS, LAVATORIES, AND DRINKING FOUNTAINS UNLESS NOTED OTHERWISE. 3. CONCEAL ALL TRAP PRIMER PIPING WITH TRAP PRIMERS ACCESSIBLE BEHIND ACCESS PANEL AND DOOR. 4. PROVIDE SHOCK ARRESTORS IN WATER PIPING SYSTEM, FIXTUORIE nuor"AmIT CHART AND CONNECTIONI o FIXTURE UNITS FIXTURE CONNECTIONS 1 ABBR. FIXTURE CW/HW VENT DRAIN WATER 02 DRAINAGE VENT HCWC WATER CLOSET (TT) 5 - 4.0 1/2 0 4 3 UR URINAL (FV) 5 - 5.0 3/4 3 2 2 LAV LAVATORY (SINGLE) 2 - 1.0 1/2 11 /4 2 LAV LAVATORY (IN SETS) - - - - 2 2 SK SINK 4 - 2.0 1/2 11/2 2 MS MOP SINK 4 - 3.0 1/2 3 2 HCDF DRINKING FOUNTAIN 2 - .5 1/2 11/4 2 HD FLOOR DRAIN 3" - - 3.0 - 3 2 FD FLOOR DRAIN 3" - - 3.0 - 3 2 FS FLOOR SINK 2" - - 2.0 - _ _ FS FLOOR SINK 3" - - 2.0 - AGD AIR GAP DRAIN - - .5 - HB HOSE BIBB 5 - - 3/4 WH WATER HEATER - - - 3/4 3/4 - 1U FIXTURE CONNECTIONS ARE LISTED AS NOMINAL PIPE SIZE - INCHES. (2 SIZE TO ELBOW OR SIMILAR FITTING. O3 INCREASE ONE PIPE SIZE IF TOTAL DEVELOPED LENGTH EXCEEDS 12", 4U THIS SCHEDULE SHALL BE USED TO SIZE BRANCH PIPING SHOWN ON THE DRAWINGS. REFER ALSO TO LATEST EDITION OF INTERNATIONAL PLUMBING CODE FOR REQUIREMENTS NOT COVERED IN THIS SCHEDULE, ON PLANS OR IN SPECIFICATIONS, WHERE INTERNATIONAL PLUMBING CODE DIFFERS FROM THE CONTRACT DOCUMENTS, THE MOST STRINGENT REQUIREMENT WILL GOVERN. life] Alk EQUIPMENT CAPACITY IN TONS OF REFRIGERATION UP TO 20 21-40 41-90 91-125 126-250 UNIT EVAPORATOR 4A EVAPORATOR 4B TONS , I 00i W k i I I Zi ti MINIMUM CONDENSATE PIPE DIAMETER IN INCHES HEADER SIZE 0T 3/4" UNIT DRAIN 0T 3/4" UNIT DRAIN 1" EVAPORATOR 1 7T 3/4" UNIT DRAIN 1" EVAPORATOR 2 7T 3/4" UNIT DRAIN 1" EVAPORATOR 3 7T 3/4" UNIT DRAIN 1-1/4" --------------------------------------- TOTAL <35T 1-1/4" PVC (SIZE VARIES) 1" AIR GAP l ( r-2'-O" x 2'-0" CONCRETE CAP FINISHED GRADE VARIES ` a c� z a INCLUDE PVC PLUG--/4" PVC z F_ 4" WYE BRANCH 4"-45' BEND � U Z N 0 0 FLOW O FLOW f- U r_ 2 cr, fl � a C:) G [O L=H o0 O w d w Z Q ED O O U < co ti O O CO U) rr z 7X ::i 0 �Nzz LU �0-J 2zoz O :3U 0 N cc MI _w a: O j V) d w rn Ln N o H 0 r- o z zM N ..Z W ..ZIj Li W o rn a. N _ o _ o & Z d o U z U z Q (n m Ld Ld Q LLI � z O m � o � LLJ U J L1J = z LLI Q� m _j Ld M w J a cn M m LLJ D J m 0 W z_ J M D 0 � W U U) O O OL0 LC) L0 CO 00 I I N N N N N N H � ^.. r` MM mm L V) < p vw IW- Lai.. c � L� _� O 000 w N O �LLJ� v v r7 IBMc � U) 0] � X M< U U < FY W O I-I- 0 O U n u- Sheet :2 0 /6 n1U oF9r, 3/4„ A T- 1 /2„ 1/2" U cn Z M 0 5 ti W co CD mi O Q m t U P p dLL1 O W Z F- S I- < # O C) U Q M " O O O � CC Z v O !- U N Z `2 Lo w Q O O U' = Z on U N CC , J M Q EXTEND COMPRESSED AIR PIPING TO FEMALE ADAPTER A FUTURE FUEL ISLAND - SEE CIVIL SITE PLAN BELOW GRADE _w ail w Ir O V) o w D V) cn N O I- a O Z Z Z zM Z w ZmW w w OC)N C z _ _ & Z U = z C) _ z Q v) m w w LLJI Q Q x Z o �- o W Q N o o 0 U Jw —� W = ry m J m�' w Q m m W J m f .......................................................:.......... „ ....... 5 LLJ MGR :..:., . . 3 [ - :: i ,.. ....f ...................... i f i i p ;. i »:IV : i o .... .. ...... .. i>:.5 i „ 8 1/2 _.5...: 11» » 7-5 1/2 — mLL- J i 4" ROOF DRAIN 1.1.1 ( TYP OF 5) 3" FDd7 WCO J 0 A" CT(',,r)AA I CAfIC0 fl/l1A/1,1 � .. i........ ................ i -r L/ V TV 1 1— V V I (TYPOF5) 1 `\ PLUimRmBlm'kmG FLOOR PLAN 50ALE: 1/4" = 1'0" 2 12'' 2 1 I X \\ W C 41,1 2p2� \ P �2 � � I \ V Sid d 1 1 I �/ 1 HC 12 \ ., 2 0 D TV ODD I,OORE� 15 c F FIJ BIB �D 3�E oE� Bi�Bg NpSE EATER�K Spec PAD f0 pO�DE1 VANE IN EXpA SUppOSION TR�C UR Rp K \ R�'NO p DN TE 1" IpING ON WglIpING RFSTEAMMR 3I R R , I 3/� l�il' WC, _,nVI �r 1 �1 / . - 31r IDER WITH PROOR E TRA0GH F� (fyPIcp . I \ V JJ� 1P WC PR�VIDE TO MFR TRAP pRgINCN (TYpIOOR CW �) 01:4 02,M] N43 I rip WL 11 REpUS�RR1/2., WITH PRE�UCIN OFF N COVFRINSM g A� AE IRONF` Nb BOX PLAN NORTH O O O Lo Lc)Lo 00co N N � N N N U V) -o Jx q) 62 Ld F-� O O pp w N O 4O i = E z ,� O p V g� �� w �mX N m¢ ou �Q� w O L,J Qoo 0V)LL- Sheet P=2 L- .... ....... ... ......... .. ........ ...... ........................... ..... .... "'3 4» P lm A L1,01 G PLMv-- lAkk___$UBmZER0 STORAGE AREA: STUB -OUT WITH CONCRETE SPLASH BLOCK FLUSH WITH LANDSCAPE BERM. PROVIDE WITH 1/4" MESH. 4" ;U WALL WITH TURNED TO SPILL AT OPEN -SITE DETAIL 1/P1 (TYPICAL) CONDENSING UNIT 1 E DRAIN "/FT. SLOPE CONDENSING UNIT 2 CONDENSING UNIT 3 ZU WALL WITH TURNED TO SPILL AT OPEN -SITE DETAIL 1/P1 (TYPICAL) O a... W P. rri m O DOCK AR WATER JUNCTION BOX TYP OF 4 QO PLAN NORTH FOR CONTINUATION OF WATER LINE TO FUEL ISLAND SEE CIVIL SITE PLANS c.� Z M C] cD uj � J rXX O O Q CO M[7 U H a7 p 4 0 CC CJQ M.- 0 � o 0 �NZZ ��nw0 p O U' Z o:3 on Li � 0 w Z) w U) o w V) N _O Ld F- � N v 0 z ZM N ..Z W . wW Q Z ril z N U z - (fj = C) z a ry m W Ld W Q z O X = X Lj m o I— u- LLJ m U J �2 o < 0 = J z z w cn W m Q� —j Ld m m w m Li m O CD ry w z - _J N m Q m :D o D ---I n-- Q0 0Lo L� 0000 I I N N NN N 7 � � L C V) Mm W o' v X L m 5 O c 0 co w N ULLI F—d i s E � aa) n o C � V) W N C cc) U, J Z, D 5 F- m< o C�dQcl� U(� w O L�� Uo0 Sheet P=3 of2i i N L O O J ❑ N�G c\ a� V I I I I I I I I I I I I I I 3 — L7'L-' >> i I I I I +45 +45 AIR COMPRESSOR cn I � J GFI Q J TOOL �C S 118 +42 UNIT HEATER SHIPPING MGR N _ U.H.-1 117 WORKROOM I SYSTEM (( FUEL TO F4UEL CONDUITS J 116 RE: FI-1 ISLAND L1-23,25,27 L1-8 F1 N (1) CONDUIT +42' — TO TANK MONITORING SYSTEM I �, U = I I I I I T — Z J TIME J J J J TRANSFORMER L TIME SWITCH m Gp0 l EWC COMP. T-L1 Ld Z #2 BOARD 4 PANELBDS. I —' (n O _ _ _ _ _ _ _ _ _ _ _ _ ^J _ TEB L Q 113 i ¢ L1 1 WOMEN C1U.-1'3 5 Q I--. L'j u- ¢_ +42' — — GF P.O.P. ST R M E-1 I -' EF- L1-12 115 L1-10 Ld U) d 14 � Q o 0 oNo O I L1 3 111 I F-2 kR.HTR. EF-1 _ I WP U z J z J I J +66 AHU-1 AHU-2 1-2'4.r-- J� m �' OFFICE WORK ROOM JANITOR w m bi 109 L -36 +42" L1 A-7,9,1 1 m REF +42" STOR. I GFI C.U.-2 IGFI— — — 110A (IF=— I — W HALL m SALES MGR . � 110 4" CONDUIT I 1 os � I I, I I I J MODEM FAX I I L 1 - 1 COPIER i I � I I I I I T E I US. OFFICE 104 J DRIVER CHECK I W I 1105 COMPUTER COMPUTER I COMPUTER I I I N N N L1-9 RECP U L1-13 I I I J J U. + 2 101 BRANCH MGR CONE �— TERRITORY MGR +42 102 103 107 STOR J J I O J I L1-3 I ( W 106 N J 77 L1=33 CONNECT POWER TO MODULAR DESK PANELS o Lo DUPLEX OUTLET, DATA OUTLET, Lo Lo TEL. OUTLET IN COMBINATION OUTLET BOX SET FLUSH WITH N N FLOOR. EXTEND (2) 1 CONDUITS REFER TO N N BELOW FLOOR FOR TE'LE. & DATA. SHEET E-9 EXTEND POWER CONDUIT AND FOR Vi WIRING TO DUPLEX OUTLET CONTINUATION REFER TO COMMUNICATIONS PLAN. (TYPICAL OF THREE). o � < REFER TO SHEET S-2 FOR DIMENSIONS. 5O v O pp 1 \ OFFICE ■■ o aci W d w � O c aEi z�l E2 5GALE. I/4•" a I'O" _o o —Nr7 a o p c0 PLAN NORTH c (n> i w J O 0 CD c X ° Dom~ �m< � U Q � w O � g Q o O Urow Sheet Em2 o � - o w N o I— 0 r- o z !! t j U_ O i M s � m w p � m F H 1-25 SWITCH AT TIME SWITCH 1 I 0 Ira A • • 'II = Ir. I L� 0-- 5URFAC E MOUNT.\ a AL I ON 1N/ ' ' BAR. b (TYP) BE h a B B MZMA0 OFFICE m LIGHTING PLA ' SGALE: 1/4" = 1'0° WORKROOM 116 11 11 NOTE 5, 7—/ TYPICAL n i BE 1 - J-F==` �� - x x b ab 9 b B TOOL & SU PLY 118 ® a B I pA I BE m z E 0'. 114 .......................................................... C C AE AE �•� JA A �-�.: I ri E6.......................°...................... H1 25 1B NET M STO R . - ❑ (w ........ ....... SWITCH AT 1 ❑ ..................................... , ..... ,: TIME SWITCH 1 ..a ................... C " CE A A �` C AE CE C PLAN NORTH 1j H1-13 SWITCH AT TIME SWITCH 1 NOTES: 1. ONE SWITCH CONTROLS TWO INNER LAMPS AND THE OTHER SWITCH CONTROLS TWO OUTER LAMPS. 2. PROVIDE NON —SWITCHED CIRCUIT TO EXIT LIGHTS. 3. NITE LIGHT/EMERGENCY LIGHT. PROVIDE NON — SWITCHED CIRCUIT TO ONE TWO —LAMP BALLAST FOR NITE LIGHT, AND TO BATTERY PACK ONE LAMP SHALL BE OPERATED ON BATTERY POWER. 4. ALL FIXTURES ARE TYPE 'A' UNLESS OTHERWISE NOTED. 5. MOTION SENSOR. 6. CIRCUIT EXHAUST FANS FOR SIMULTANEOUS CONTROL OF FAN AND LIGHTS. 7. ELECTRICAL CONTRACTOR SHALL LOCATE MOTION SENSORS PER MANUFACTURER'S RECOMMENDATIONS. w_ 0 o � - o w V) N O I-- 0 o z _U 2 2 ? z ti 00 z g e > (3 W 0 a. N a U Z v z U) m W Ld Q V) w z 0 m a � LLJ m Q C c o U Jry Li = w m J m w D z `� m 00 W J m ao oLo L� cc00 I I N N N N ¢� JX � w Q LL. C o Opp w - N O ■s loci CV H_ I a o V p CO kilo cm w�� o 0m C ',.-• ry x D�� m<c= �Qry Ucc°, CCw0 w� Q O O 10 7 hTAN INSTALL ABV. - DOOR FOR DOOR HEATER 5 G� Lm� J K L 95'-6" OUT —OUT 23'-02" 23-02" 94'-8" STEEL LINE 23'-02" M 23'-02" V "in Heat ACFf-E R. L —9 — Sol noid J 6' T Stat N MA 3R 23' H1-1,3,5 -I 3' J 3/411 Evap Controls 7' S 4„ Evap Controls — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 EVAP. 3' UNIT 1 AT CEILING 3' SUB —ZERO STORAGE AREA 1 99 INS— — — — —� — — — — — DOOR OR V. DOOR HEATER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +4' L2 —12 RECEIVING +4' 122 WELDER L2-2,4 +4' �� +4' I i EVAP. UNIT 4A AT CEILING L2-17 TRUCK LOADING DOCK 12a L2-21 o 1 , — +4' I I T T_ 7 J _ .__1 L2-20,22 WPWP WP EAREA SUMP PUMP WP 0 +23' DEFROST HEATER DISCON AECT +23' FAN DISCONNECT J +23' CONTROL J BOX +7' SWITCH INSTALL ABV. — DOOR FOR DOOR HEATER EVAP. UNIT 4B AT CEILING L2-1 D H OR R. LI W Y Drain Heat ACE R. Cond. Unit 1 Cond. Unit 2 3, L —1 1 Drain Line J NEMA 3R Ref. Pipe Sol oid 6' H 1-7,9,1 1 18,0" 4EVAP. Stat 23' 3 co J "oP Gont<o\s 7 S AT CEILING 423, — — 3' 1 ZQY Drain Heat — — 1 RACE D 3' L —10 Drain Line Cond. Unit 3 J Ref. Pipe SOIErioid N MA 3R d-R6' H 1-2,4,6 T Stat 18'0" +23' (ACCESS FROM WORK 3' Gan\�o\s Gontfo\s PLATFORM — TYP. J �vop �„ EvaP RE: A20) — — — 7 S EVAP. 4'0" UNIT 3 , AT CEILING 3, N COND. o UNIT 4 N€ff — ¢ _ � I LIFT--R-ECH z = 0 H1-17,19 11 Ref. Pipe L NOTE: Must leave 20" clearance FORK LIFT RECHAR from end of building 121 Pilot Light Controls 3/4" Conduit Note: Conduit to be run along disconect line then along side of building w TIME SW. #1 PANELBD. 'H 1' D PANELBD. 'L2' z 2 +4 ,'— rr L2-24,26 WP WP WP \--SIMILAR TO 4/E6 L2-5,7 5 DIESEL GAS PUMP"17 DISC. SWITCHES 3P NEMA 3R T1 0 m -I 0 N >>_w EjI Of O Z) N W D 0 o Iw- Z p 0 �- o z U J J 2 g� �� i 0 e� 00 °) 2:i S ° v a U z — cf U z m W _ Ld Q 07 z 0 w m P- E o � U= 1 Q � o �`` z Wu) Lv m Q:� -J W m w m J m m i 0 o0� � I N N y 's V W L Q-0 ��o G � o 01 0 Co" w N ii dam, C� ILd __ no C E rz 0) _ 1Z o p ONE° o � 0 cfl o Ld C� m X a N -D_2[-- m Q V V yy -d vv Q� w LJg� Qoo Sheet 50ALE: 1/4" e 1'0" PLAN NORTH L2-13 J K L M N p F +7'Lli L2 19 /b/ M b M b M I b M b M b M r V) E M J o a EVAP. UNITS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AT CEILING z to CA a M a M a M a M a M a M U +7'J 0 z = S -ZERO STORAGE AREA X F - z Q 119 cn m W z o � o Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q~ ELi U = J Q J W m U' -------------I-----------I�--------- I----— — --- wm mfn b M b M b M b M b M M Li J m — — — — — — — — — — — — — — — — I i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ° W CL N P a M a M a M a M a M I M W M � H 1 20,22 M ( W LL X D V! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IEM ` `� uo 10 IsIc 00,00 0 0� LIGHTING R LAY " t�i4'' N cN�l I NOTES: M I I EMERGENCY LIGHTING L_ — J PROVIDE (1) PATHWAY #12C100 CHARGER/BATTERY F R LI Fes- EC HAR E FOR EMERGENCY POWER; TO (6) PATHWAY #F3608HSB Q EMERGENCY LIGHTS, SHOWN AS TYPE EM FIXTURES, w X R 121 PAN L H1 AND (5) PATHWAY #12LDX1RDL EXIT LIGHTS, ° 2 L a M b M a M b M a I M b M a M b / M' SHOWN AS TYPE 'EX' FIXTURES. 3 o co, °O 120 PROVIDE RELAY AT STORAGE w RECEIVING M CHARGER/BATTERY c o zD EM LU AREA LIGHTING CIRCUIT —IF LIGHTING _ E U � d CIRCUIT IS TRIPPED, EMERGENCY — (\ AT 10 FT. A.F.F. LIGHTING WILL BE ENERGIZED. a o Uj 122` M wcj �� J o Um a c +- X � 5-~ m Q C C �- X ^l X �� ^� H1— o o �c�� 0 0 0 0 0 0 0 0 0 o U CJ Q Q � W (D Q o 0 F +7' + ' + ' +7' F F F SWITCH AT H 1-25 TIME SWITCH 1 Sheet SUBmZER0 n"_� LIGHTING L J vff7 M N SCALE: 1/4" _ 1'0" PLAN NORTH _w o N o W — N o h N 0 Z y_U W c j vJj O 0 �� wp a N o 0 4 N 0 0 N 0 nn� PAN ELTR-1 LOCATION: SEE PLANS BUS 125 AMPS 120/240 VOLTS 3 PHASE 4 WIRES 10 K RMS SYM AMPERES MLO 125 AMPS NEMA 3RENCLOSURE LTG. LOAD 0.0 x 1.25 = 0.0 + RECEPT. LOAD 1.0 + PWR. LOAD 16.0 = TOTAL LOAD 17.0 KW .9PF = 18.9 KVA - ( 240 VOLTS X 1.73) X 1000 = 45.4 AMPS FEEDER SIZE: 1 SET (4) #1/0 & (1) #6 GROUND IN 2" CONDUIT, REMARKS: PHASE B SHALL BE THE HIGH LEG, NO SINGLE PHASE BRANCH CIRCUITS ON PHASE B LOAD DESCRIPTION 0A 0B OC AMP/POL CKT. NOS. AMP/POL OA OB 0C LOAD DESCRIPTION TRUCK RECEPTACLE 2.0 30/2 1 2 30/2 2.0 TRUCK RECEPTACLE 2.0 3 4 2.0 TRUCK RECEPTACLE 2.0 30/2 5 6 30/2 2.0 TRUCK RECEPTACLE 2.0 7 8 2.0 9 10 DUPLEX RECEPTACLE 1.0 20/1 11 12 13 14 15 16 17 18 19 20 21 1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTALS 4.0 2.0 3.0 4.0 2.0 2.0 TOTALS K.W. PHASE A K.W. PHASE B K.W. PHASE C 4.0 ODD BKRS 2.0 ODD BKRS 3.0 ODD BKRS 4.0 EVEN BKRS 2.0 EVEN BKRS 2.0 EVEN BKRS 8.0 OA TOTAL 4.0 dB TOTAL 5.0 0C TOTAL PA N E LT R - 2 LOCATION: SEE PLANS BUS 125 AMPS 120/240 VOLTS 3 PHASE 4 WIRES 10 K RMS SYM AMPERES MLO 125 AMPS NEMA 3RENCLOSURE LTG. LOAD 0.0 x 1.25 = 0.0 + RECEPT. LOAD 1.0 + PWR. LOAD 24.0 = TOTAL LOAD 25.0 KW .9PF = 27.8 KVA _ ( 240 VOLTS X 1.73) X 1000 = 66.8 AMPS FEEDER SIZE: 1 SET (4) #1/0 & (1) #6 GROUND IN 2" CONDUIT, REMARKS, PHASE B SHALL BE THE HIGH LEG, NO SINGLE PHASE BRANCH CIRCUITS ON PHASE B LOAD DESCRIPTION OA 0B 0C AMP/POL CKT. NOS. AMP/POL OA OB 0C LOAD DESCRIPTION TRUCK RECEPTACLE 2.0 30/2 1 2 30/2 2.0 TRUCK RECEPTACLE 2.0 3 4 2.0 TRUCK RECEPTACLE 2.0 30/2 5 6 30/2 2.0 TRUCK RECEPTACLE 2.0 7 8 2.0 TRUCK RECEPTACLE 1 2.0 1 30/2 1 9 10 30/2 2.0 1 1 TRUCK RECEPTACLE 2.0 11 12 2.0 DUPLEX RECEPTACLE 1.0 20/1 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTALS 5.0 4.0 4.0 4.0 4.0 4.0 TOTALS K.W. PHASE A K.W. PHASE B K.W. PHASE C 5.0 ODD BKRS 4.0 ODD BKRS 4.0 ODD BKRS 4.0 EVEN BKRS 4.0 EVEN BKRS 4.0 EVEN BKRS 9.0 OA TOTAL 8.0 0B TOTAL 8.0 0C TOTAL 0 N 0 SCALE: NO SCALE NOTE: 0 (2) - 4" CONDUITS EACH WITH (4) - 600 MCM THWN CU PARALLELED SERVICE, AND (1) - 4" SPARE CONDUIT FROM UTILITY TRANSFORMER TO WIREWAY. O METERING BY UTILITY COMPANY. O PAD MOUNT TRANSFORMER BY ELECTRIC UTILITY CO. O4 1 SET (4) 600 MCM & (1) #1/0 GROUND IN 4" CONDUIT. O5 1 SET (3) #3/0 & #6 GROUND IN 2" CONDUIT. O 1 SET (4) #4/0 & (1) #2 GROUND IN 2-1/2" CONDUIT. FRAMEWORK : CONSTRUCT C #P-1000 V BOLTED WITH STANDARD CC TO PROVIDE SUPPORT FOF EQUIPMENT, USE RIGID GF CONDUIT AND THREADED BC THROUGHOUT CROUSE HINE APPLETON, 01 KILLARK. FIN. GRADE � i ;am r • i 5r,ALE: NONE 12 7O 1 SET (2) #3/0 & #6 GROUND IN 2-1/2" CONDUIT. O 1 SET (3) #350 AND (1) #2 GROUND IN 2-1/2" CONDUIT 0 1 SET (3) #3/0 & #6 GROUND IN 2" CONDUIT. 10 1 SET (4) #600MCM & (1) #1/0 GROUND IN 4" CONDUIT. 11 GROUND PER N.E.C. 12 TIME SWITCH: TORK #D25200-3 OR EQUAL. PANEL BD.. TR : 1 & 2 240 V., 3 PH., 125 A., SURFACE MOUNT NEMA 3R LOCKABLE TYPE; EQUAL TO SQ. D TYPE NQOD NON -FUSED DISCONNECT SWITCH 240 V., 1 PH., 30 A., NF, 2P, NEMA 3R TRUCK RECEPTACLE : 240 V., 1 PH., 30 A. CROUSE-HINDS # PS BOX, HUBBELL # 3330 RECEPT., HUBBELL # 9423 COVER FRAMEWORK CONSTRUCTEE #P-1000 v BOLTED WITH STANDARD CC TO PROVIDE SUPPORT FOf EQUIPMENT. USE RIGID G� CONDUIT AND THREADED BC THROUGHOUT CROUSE HINE APPLETON, 0 KILLARK, FIN. GRADE 5GArLE: NONE SGALE: NONE SWITCH : 240 V., 1 PH., 30 A., NF, 2P, NEMA 3R TRUCK RECEPTACLE : 240 V., 1 PH., 30 A. CROUSE-HINDS # PS BOX, HUBBELL 3330 RECEPT., HUBBELL 9423 COVER �oA 0 _W � O w w D U) w D U) U) N o H 0 O Z U i w OD O -� mi 96 .0 CA °d c U z = 0 _ z Q Iz (� m w Ld Af) w z 0 m W ('y O Q O = Z J Ld V1 J -J w Ld ft� m m w m m D m (D O OLo LoLo 0000 I I N N � L NN N N _0 N I\ L Q O w Q C �L a) a) C O �a 000 w - NO ■■ H c o a> O aEi cn > r- i c w J ° �mX _2F__ N m== N 0� �Qry wQ LJ Q o o c>nLL Sheet a TO BF PP 'H1' PILOT LIGHT PANEL (LOCATED IN LOAD DOCKS) PANEL SUPPLIES BY OWNER 6 VAC 230 VAC CONTROL (7-(- nNTRni LIQUID SOLENOID 9—CONTROL 460 VAC 3—SPARES MOTOR WIRES & #14 WIRE DEFROST WIRES 3—# 12 FAN 3—#10 HEATER 1—#10 GROUND SCALE: NONE (TYP. OF 3 UNITS) NOTE: 1. VERIFY CONNECTIONS PER MANUFACTURE INSTALLATION MANUAL. 2. VERIFY LOCATIONS OF ALL EQUIPMENT WITH OWNER. LIQUID SOLENOID + 27' ABOVE EVAPORATOR FLOOR SCALE: NONE NOTE: VERIFY TERMINAL NUMBERS AND EQUIPMENT LOCATION WITH OWNER. 460 VAC 30 FANS 460 VAC 30 DEFROST HEATERS MOTE PUMP WN TOGGLE SWITCH 7' OVE FLOOR TO BREAKER PANEL 'H1' LIQUID SOLENOID THERMOSTAT +8' ABOVE FLOOR +8' ABOVE FLOOR 50A LE: NONE NOTE: 1. VERIFY CONNECTIONS PER MANUFACTURE INSTALLATION MANUAL. 2. VERIFY LOCATIONS OF ALL EQUIPMENT WITH OWNER. w_ � O w p w U) — o w N O F- N � O � 0 z �(i tJn o i =� U0 3 0)wo a N o c * o U z U Z Q (,/) m Lv Ld Q W z O m 0 u- ry U I —I L1J < Z z Ld Q-' m w m w J o z cn m m W D J m 6 7-il w- I *�, 9w 0 0 UJ 0 0 Z:Di m 0 00 oLo LoLo co 00 I I N N N U U_ L L Q p C, p w Q F-- 11 C �L a C p Q O pJ w N O Q� Q ! 1 LLJ j� �-1- V C z D _p FL p t0 0 11J CD m C ry x Dom~ Ar MR m N = S �Q� CCU 0' w 0 w Q O O 0 r) IL Sheet OFFICE COMMUNICATION' SOALE: 1/4" = 1'0" N O N 0 N 0) M FLOOR. EXTEND (2) 1" CONDUIT5 WITH PULLINIRE5 BELOW FLOOR FOR TELE. 4 DATA, AND UP IN WALL A5 SHOWN. EXTEND POWER CONDUIT AND WIRING TO DUPLEX OUTLET BELOW FLOOR TO WALL (TYPIGAL OF THREE). PLAN NORTH THESE NOTES APPLY TO THIS SHEET ONLY (D PROVIDE AND INSTALL GATEOORY V. BELDEN 1-101 GABLE FROM OUTLET BAGK TO HUB AND ROUTER IN ROOM I I b. O PROVIDE AND IN5TALL GATEOORY III GOMTRAN TP240043E3X3 GABLE FROM OUTLET TO TELEPHONE BOARD. O PROVIDE FLOOR OUTLET BOX WITH DATA OUTLET, TELEPHONE OUTLET, AND DUPLEX REGEPTAGLE. 4U PROVIDE FLOOR OUTLET BOX WITH TWO DATA OUTLET5, TELEPHONE OUTLETS, AND DUPLEX POWER REGEPTAGLE. O PROVIDE AND IN5TALL GATEOORY V BELDEN 1-101 GABLE IN GONDUIT FROM DRIVER GHEGK-IN TO FLOOR OUTLET BOX. a INUATION _w � O w w Z> U) w V) V) N O I— O O Z _>U W O z M f! S � V = � }� m w O0 c� irU N o o c U z- Z cf) m III �w Q W ~ Z 0 FE u- IY < o U J J w = W ry m m w J Q m m Li D m o0 OLo L� 0000 I i N N (N N y L OvO ) V) Q o o' o �� C � v O O pp w� NO ■■ a,aci Cp C)�d c m Z D FL a V p c w or CD m c Z• 5' X Z m¢= " �Qry C�Cj mw0 w� Qoo U r) LL Sheet C PROPOSED 6' CHAIN LINK FENCE INSTALLED BY MANUFACTURER'S SPECIFICATIONS TRUCK RECEPTACLES REFER TO DET. 4/E-6 TRUCK RECEPTACLES REFER TO DET. 4/E-6 TRUCK PANEL "TR1" REFER TO DET. 3/E-6 —1 TRUCK RECEPTACLES REFER TO DET. 4/E-6 TRUCK RECEPTACLES REFER TO DET. 4/E-6 N 89°54'26" E s PLAN NORTH VG SETBACK ' AND DRAIN, ENT PROPOSED FUEL ISLAND SEE ARCHITECTURAL PLANS PROPOSED 6' CHAIN LINK FENCE INSTALLED BY MANUFACTURER'S SPECIFICATIONS TRUCK RECEPTACLES RED R TO DET. 4/E-6 co d- N W Lo 0 O O 07 THESE NOTES APPLY TO THIS SHEET ONLY (1 NOT USED. O NOT USED. O PROVIDE ELEGTRIGAL SYSTEM FEEDER CONDUIT, 5ERVIGE 0I5GONNEGT 5WITGH, AND WIREWAY FROM PAD -MOUNT TRANSFORMER TO BUILDING SERVICE - REFER TO SHEET Eb FOR 5ERVIGE DIAGRAM. 4O PROVIDE 4" GONDUIT WITH PULLWIRE FOR TELEPHONE SYSTEM FROM TELEPHONE PEDESTAL TO TELEPHONE BOARD. O PROVIDE ELEGTRIGAL FEEDER TO TRANSFORMER 'T-L3' - REFER TO SHEET Eb FOR 5ERVIGE DIAGRAM. O PROVIDE 4" SPARE ELEGTRIGAL GONDUIT TO TRANSFORMER 'T-L5. O PROVIDE ELEGTRIGAL FEEDER AND 1 1/2" CONDUIT TO DIESEL DISPENSER FROM DISGONNEGT 5WITGH AT STORAGE TANK AREA - REFER TO SHEET E4. O PROVIDE ELEGTRIGAL FEEDER AND 1 1/2" CONDUIT TO DIESEL SUBMERSIBLE PUMP FROM FUEL SYSTEM GONTROL BOX - REFER TO SHEET E4. 9O PROVIDE I" SPARE CONDUIT WITH PULLWIRE - TERMINATE AND GAP CONDUIT AT STORAGE TANK AREA; TERMINATE AND GAP OTHER END AT FUEL ISLAND COLUMN. 1a PROVIDE ELEGTRIGAL FEEDER FROM ELEGTRIGAL PANEL TO FUEL ISLAND LIGHTS. REFER TO SHEET 5-14. 11 PROVIDE FUTURE ELEGTRIGAL FEEDER FOR VEEDER ROOT POWER SUPPLY FROM SHIPPING MANAGER'S OFFIGE TO FUEL TANK MONITORS. 12 PROVIDE CONDUIT FOR FIBER OPTIC, TRAK MGMT. SYSTEM FROM SHIPPING MANAGER'5 OFFIGE TO FUEL ISLAND. 13 PROVIDE I" SPARE GONDUIT WITH PULL WIRE - TERMINATE AND GAP CONDUIT AT SHIPPING MANAGER'S OFFIGE; TERMINATE AND GAP OTHER END AT FUEL 15LAND COLUMN. 14 PROVIDE 3/4" CONDUIT FOR MONITOR FROM SUBMERSIBLE PUMP TO AUTOMATIC, TANK MONITOR MANHOLE. 15 PROVIDE (2) 4" CONDUITS FOR PRIMARY 5ERVIGE PER POWER COMPANY REQUIREMENTS. 16 PROVIDE 1 1/2" CONDUIT FROM SUBMERSIBLE PUMP TO FUEL ISLAND. 17 PROVIDE SPARE TRAK CONDUIT. 18 PROVIDE TRAK GONDUIT. 50ALE: NOT TO 50ALE TDAV DEDESTAL :APACITY DIESEL SER _w 0 oin o — w D N o I- 0 �- o z U O N VJj z Ms m c� a. N o o o U z = — z Q (n m W L-i Q V) W ~ z O m o � n < r O U —J Lv = W ry m J m w m a `� m m m LLJ D J m 00 oLo Lo 00co I N N N N NN tp :3 > t m pp o0 Q o v� o FLl_j L¢ AUMM __� o v 000 w N O ■s �; a�a�i UL'Jd- C _ v V) 17 _o (n>r- c� ' W � c �mX �� ~ mQEo U U Q cr, W 0 W Q O O U ro Li. Sheet uun o�� a[ : N O N 1p nnu �Lq om� 1 O