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701 Central Park Dr 97-3058 New construction
C J �J �o 0 o UNIT 1 I— co z 10 0 Ly- Ll- 9- 1 LL_ — — O O u5 n 0 . O a T . n o: rn I I 0 O t` O o. a - t DArG .i oRAwN aY: q£CKED I K EY P LAN SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INOIVIOUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. DRAWING TITLE: AG FILE NO.: ROOF DATE: 02/ 16/83 SECONDARY STRUCTURAL DRAWING NUMBER: REVISION FRAMING PLAN D 83-123456-05L 02 TITLE ZDRAWING THE YEAR DURING WHICH YOUR SEQUENCE ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE. D97-088750-00 COVER DRAWING - SHEET i 097-088750-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D97-088750-OIA SPECIFIC REACTION DRAWING - SHEET 2 D97-n887rn-018 ANCHOR BOLT DETAIL SHEET - SHEET 3 D97-088750-02 CROSS SECTION ERECTION DRAWING - SHEET 1 D97-088750-02A CROSS SECTION ERECTION DRAWING - SHEET 2 D97-088750-02B CROSS SECTION ERECTION DRAWING - SHEET 3 D97-088750-02C CROSS SECTION ERECTION DRAWING - SHEET 4 097-088750-02D CROSS SECTION ERECTION DRAWING - SHEET 5 D97-088750-02E CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 6 D97-088750-03 WIND BRACING DRAWING - SHEET I D97-088750-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 D97-088750-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 D97-088750-046 ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 3 D97-086750-05 'HALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 D97-088750-05A 'NALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 097-088750-05B DOOR DETAIL DRAWING - SHEET 3 D97-086750-05C DOOR DETAIL DRAWING - SHEET 4 D97-088750-05D WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 5 D97-088750-05E WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 6 D97-088750-06 WALL PANEL DRAWING - SHEET 1 D97-088750-06A WALL PANEL DRAWING - SHEET 2 D97-088750-07 ROOF PANEL DRAWING - SHEET 1 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED "PLANOGRAPHS". SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. THIS PROJECT HAS BEEN DESIGNED AND DETAILED BY THE SOUTHEAST REGION FOR DETAILING QUESTIONS CONTACT. CHARLES A PHIPPS AT:(910)277-1128 FOR XANIFEST QUESTIONS CONTACT: MERLE HESS AT:(910)277-1144 FOR ANY DESIGN QUESTIONS CONTACT. VINCE MORTON AT:(910)277-1175 FIELD WORK SUMMARY INTERMEDIATE FRAME FW0053 LOCATE HOLES IN BUILDING ROOF BEAM FOR OVERHANG BEAM CONNECTION. ROOF SECONDARY FWO055 FIELD NOTCH GABLE ANGLE AND LOCATE HOLE IN PURLIN AND/OR EAVE STRUT FOR ENDWALL OVERHANG GABLE ANGLE ATTACHMENT. FW0082 FIELD CUT AND ADD HOLES TO EAVE STRUT EXTENSION WALL SECONDARY FW0006 FIELD LOCATE HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. FW0040 FIELD CUT AND LOCATE HOLES IN DOOR POST. FW0042 FIELD CUT AND LOCATE HOLES IN DOOR HEADER. FW0057 FIELD WORK GIRT CHANNEL AT INTERMEDIATE SIDEWALL COLUMN WITH ADJACENT DOOR POST AND NON -BUTLER STRUCTURAL. FW0072 FIELD WORK GIRT CHANNEL AT DOOR POST. COVER DRAWING NOTES STANDARD NOTES: CD0001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERME7I;,.Ti FRAME COLUMN AT EYE LEVEL. CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. GOOD II HIGH STRENGTH BOLTING: ---------------------- ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE "TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" PER SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN -OF-THE- NUT" METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T BOLT DRAWING 8-1080268 (GROUP 78-052-01). "CDO013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 MATERIALS ASTM DESIGNATION ----------------------------------------------------- STRUCT PLATE 1' & LESS A-529 FY- 55KSI (GRADE 55 STRUCT PLATE OVER 1" A-529 FY= 5OKS1 (GRADE 50 LIGHT CAGE/COLD FORMED A-570 FY= 55KSI GRADE 5 BRACE RODS 3/4 & LESS A-108 GRADE 101 BRACE RODS OVER 3/4" A-572 GRADE 50 OR GREATER HOT ROLLED MILL SHAPES A-36; A-572 FY- 36KSI; FY-50KSI ROOF AND WALL PANELS A-446 GRADE 45 OR GREATER BOLTS A-307 AND A-325 S 6 c- 4 DUILDING CODE EDITION 199 LONGITUDINALLY: 12, BASIC STRUCTURAL SYSTEM BUILDING FRAME SYSTEM ROOF LIVE LOAD -FRAMES PS F 2-9 - PURUNS PSF SMMIC RESISTING SYSTEM CONCENTRICALLY BRACED FRAMES ROOF SNOW LOAD FRAMES N IMPORTANCE FACTOR - '� - PURUNS N�A P15F . ►f( DEFLECTION AMPLIFICATION FACTOR - Cd- 4.5 FOR RODS COLLATERAL. LOAD{ (V /A IMPORTANCE ! RESPONSE MODIFICATION FACTOR - R- 5 FOR ROO5 I JI/' MP WIND LOAD EXPOSURE FACTOR —� • •-- FACTOR 4�5 (NOTE: FOR LONGITUDINAL RESISTANCE FROM PORTAL FRAMES OR WINDPOSTS BUILDING USE CATEGORY SEE BELOW.) ,, AR PEVELOCITY ACCEL. -A, - o• 0 5. LATERALLY: BASK STRUCTURAL SYSTEM MOMENT -RESISTING FRAME SYSTEM PEAK ACCELERATION 'Ao' - 01 o � 9 SEISMIC TI.ATARD EXPOSURE GROUP SEISMIC. RESISTING SYSTEM ORDINARY MOM£T FRM1 S OF STEEL /� SEISMIC PERFORMANCE CATEGORY • ► DEFLECTION AMPLIFICATION FACTOR - Cd- 4 SOIL PROFILE TYPE 54 RESPONSE MOOIFIGITION FACTOR - R- 4.5 REVISION N0. 1RllEl. `ASION N0. 2 fALTAMONTE ER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: PRODUCT OF THE DATE: 60X95X 16 LRF BUTLER MANUFACTURING ® RTREE CONSTRUCTORS THE CODING EDGE, INC 20# LL + 3#CLL COVER DRAWING COMPANY ORDER ENGINEERING SPRINGS, F SANFORD, FL 101 MPH SBC 94 GENERAL OFFICES-KANSAS CITY, HISSOURI SYSTEM I o I L (� 7 tILE N0: GROUP: L : 07/03/97 DRAWING NUMBER: I REV. D 97-088750-00 00 1 ', a N O h O tp Y h T O� I �n O .. O J m o z m 2 m W R TOP / OUTSIDE FLANGE s r- a w a WEB THICKNESS a i I BOTTOM / INSIDE FLANGE FRAME DESIGN INFORMATION FRAME DESIGN INFORMATION (cont.) PART DESCRIPTION PART DESCRIPTION OVERHANG BEAM 61CX156 TOP FLANGE = 5" X .250 EW ORNER POS L81440 173-0 TOP FLANGE = 6" X .250" BOTTOM FLANGE = 5' X .250" BOTTOM FLANGE = 6" X .250" WEB THICKNESS = .12T WEB THICKNESS = IOU* PART DEPTH = 8" " PART DEPTH = 18" CANOPY BEAM 610118 048-0 TOP FLANGE = 5" X .250' EW ORNER P05 L81970 168-7 TOP FLANGE = 6" X 25(T BOTTOM FLANGE = 5" X .259 BOTTOM FLANGE = T X .250" WEB THICKNESS = .14T WEB THICKNESS = .120' PART DEPTH = 10 3/4" PART DEPTH = 18' ROOF BEAM r80150 120-0 TOP FLANGE = 6" X .250" EW ROOF BEAM L8i975 360-1 TOP FLANGE = 5" X .188" BOTTOM FLANGE = T X .250' BOTTOM FLANGE = 5 X 1 BEr WEB THICKNESS = .14(T WEBTHICKNESS = .120 PART DEPTH = 16' PART DEPTH = 15' ROOF L80155 TOP FLANGE = 8"X .250" EW NTERM PO L81980240-2 177-6 TOP FLANGE = 6"X .250"BEAM BOTTOM FLANGE = 8 X 250" BOTTOM FLANGE = 6"X .250' WEB THICKNESS = .12T WEB THICKNESS = .10"L" PART DEPTH = 16" PART DEPTH = 11 71T ROOF BEAM L80165 360-1 TOP FLANGE = 5' X .250' EXTERIOR COLUMN 1_81985 169-1 TOP FLANGE = 6" X .25(T BOTTOM FLANGE = 6" X 250 BOTTOM FLANGE = 6" X .250' WEB THICKNESS = .12CT WEB THICKNESS = .140" PART DEPTH = 16" PART DEPTH = VARIES 8' TO 24" - ROOF BEAM 81990 360-1 [OVERHANG TOP FLANGE = 6" X .250' BOTTOM FLANGE = 5 X .313- WEB THICKNESS = .188" - LOW END TO 9'-11 3/4" FROM LOW END .12U' - 9'-1 1 3/4" FROM LOW END TO HIGH END PART DEPTH = 1 6* BEAM .5:12 610056 TOP FLANGE = 5" X .250" BOTTOM FLANGE = 5" X .250' WEB THICKNESS = .120" PART DEPTH = B" EXTERIOR COLUMN L80145 166-7 TOP FLANGE = 6" X .25Ci BOTTOM FLANGE = 6" X .250' WEB THICKNESS = .120 PART DEPTH = VARIES 8" TO 16' INTERIOR COLUMN L80160 177-6 TOP FLANGE = 6- X .313 BOTTOM FLANGE = 6" X 313' WEB THICKNESS = .160' PART DEPTH = 1CT EXTERIOR COLUMN L80170 168-7 TOP FLANGE - 6" X .250' BOTTOM FLANGE = 5' X .250r WEB THICKNESS - .120' PART DEPTH = VARIES 8" TO 1 G" cw•: 0 '� w o EW ORNER L81420 182-2 TOP FLANGE - 6" X .250 BOTTOM FLANGE - 5' X .250' WEB THICKNESS = IOCr PART DEPTH = 19' j EW ROOF BEAM L81425 1 JU-0 TOP FLANGE = 6" X .25Ci BOTTOM FLANGE = W X .250" WEB THICKNESS = .140* PART DEPTH - 12" Y EW ROOF BEAM L81430 360-1 TOP FLANGE = 6" X .250' BOTTOM FLANGE = ErX .250' WEB THICKNESS - .12C PART DEPTH - 12" 0 0 EW NTERM POST L81435 181-6 TOP FLANGE - 5" X .188' BOTTOM FLANGE �+ 5 X .188' WEB THICKNESS = .IOOr PART DEPTH - 7 7/8" z REVISION NO. 1 REVISION NO. 2 Z � DAtG DALE: DROWN ttr ORAWN as CHECKEO LM CKCKED UY; IA PRODUCT OF THE BUTLER MANUFACTURING COMPANY ORDER ENGINEERING GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM DIMENSION Y ROOF BEAM .a3 FLANGE BRACE USE (2 1/2' X 1 1/4" HEX. 8 LT (095085) AND 1/2" HEX. NUT (09 32) DETAIL C001 SINGLE FLANGE BRACE CONNECTION USE FIRST HOLE AT PURLIN CONNECTION DIMENSION Y DIMENSION Y ROOF BEAM r PURLIN ------------ ------------ BEND UP UP FLANGE BRACE FLANGE QFU USE (4) 1/2" X 1 1/4' HEX. BOLT (095085) D 1/7- HEX. NUT (095032) DETAIL C003 DOUBLE FLANGE BRACE CONNECTION USE FIRST HOLE AT PURLIN CONNECTION USE (6 1/2' X 1 3/4" - DIMENSION Y ROOF BEAM FLANGE BRACE USE (2) 1/2" X 1 1/4" HEX. BOLT (095085) AND 1/2" HEX. NUT (09 032) DETAIL C002 SINGLE FLANGE BRACE CONNECTION USE SECOND HOLE AT PURLIN CONNECTION BEND OUT FLANGE BRACE ------------- GIRT w I N I SIDEWALL COLUMN DIMENSION Y USE (2) 1/7' X 1 1/4' HEX. BOLT (095085) AND 1/7' HEX. NUT (095032) DETAIL C007 SINGLE FLANGE BRACE CONNECTION USE FIRST HOLE AT SIDEWALL GIRT CONNECTION BEND OUT FLANGE BRACE HEX. BBLT (095331 AND 1/2" HEX. NUT (09 032) ROOF BEAM OR a. VERTICAL SPLICE COLUMN ----------- GIRT L OVERRAN BEAM 1 CANOPY BEA ------------- T I b .6 y 4 N I -- cA1 - - - - ---- � I USE (2) 5/8" X 2 1/4"Ic•Fs� SIDEWALL COLUMN A-32ST )HI -STRENGTH BOLT (097 82) ANDHEAVY HEX. �9 DIMENSION Y NUT Iry BUILDING FRAME USE (6� 5/8" X 2 1 4" A325T USE (2)) 1/2" X 1 1/4' HEX. 0 LT (095085) AND(09523-3) HI- H�GTHHBOLTN(097282) AND 1/2" HEX. NUT (095032) DETAIL C008 j SINGLE FLANGE BRACE CONNECTION DETAIL C304 I OVERHANG i BEAM TO BUILDING ROOF BEAM DETAIL C327 CANOPY BEAM CONNECTION (2' T__5'-(f) USE SECOND HOLE AT SIDEWALL GIRT CONNECTION SIDEWALL OVERHANG EW RC BEAM SHIM r(5434,7) BEARING f (543425) I EW POST I I � HSESTRENGTH BOLT 25 (0972a2))AAN`D' 5/Er HEAVY HEX. NUT (095233) ENDWALL POST TOP CONNECTION DETAIL E159 1/2:12 SLOPE (375 THRU .625) BUILDER: PROJECT: PERTREE CONSTRUCTORS THE CODING EDGE, INC ALTAMONTE SPRINGS, F I SANFORD, FL BUILDING ORDER DESCRIPTION: 60X95X16 LRF 20# LL + 3#CLL 101 MPH SBC 94 DRAWING TITLE: CROSS SECTION ERECTION DRAWING DETAIL SHEET 03/zs/g7 YiS t1/j 70 AG FILE NO: GROUP: L DATE: 07/03/97 OUMNING NUMBER: REV. ® 97-088750-02E 00 N C Y r a a C C C 0 F f 3 0 n go 0 i 0 r 0 O I 1 0 0 N N 0 I 0 z TRENAON N0. 1 DAIS;Lu IN+ WN ftCWKED EW BAYS 4'—D" 29 30 I 12 11 20'-0" 4 4 Q Tr ., 95 -0' 20'-0' 20'-0" F163 35 32 1 311 31 F165 Ft25 F125 18r —C181 C18 I, � C19 15'-0" 18 3 18 19 ' 12 � F348 —(1 8 �- FI07 F104 F104 F257 I �3 F257 18 18 --{ t 9 F 180 F 128 I-{12 F348 18 I F107 I F104 I F104 33 F175 (t7 F257 t2 I8c 18 1 cla]19 33 f..i F348 F107 F104 F104 OEiI F128 ry- 17 JL F175 F257 12c 18 1 C 18 1 c 18 19 17 F348 F107 F104 F104 F107 F257 18 18 _ 12 F348 18 �— I F107 I FI04 I F104 19 F107 t7 F257 N 1--[ t2 F348 _ 18 Ft07 tg F104 is F104 19 I' F107 17 F257 I I 17 12 I 18 F107 18 F104 t8 F104 19 �- F 007 F257 F348 H 18 18 ' 18 19 17 12 F348 F107 FI04 F104 FI07 F257 18 19 17 12 F348 18 F107 F104 F104 F107 F257 I I o 1 17 0 —[ 12 18 18 F104 t8 F104 19 F107 F257 I I F348 Ft07 t9 17 t8 18 F104 IS F104 F107 F257 F107 T F165 F125r 31�F125� 31 F125� 33 F128 T 34 32 �� 35 :� F163 UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN [.1 PURLIN f PART SCHEDULE I. ] QTY PART NAME PART NUMBER PART LENGTH gypD 12 12 PURLIN EXTENSION 0530122 7'-2 3/4- 17 10 PURLIN / GIRT 0530630 203-4 16'-11 1/2" 18 36 PURLIN GIRT 0530630 263-4 21'-Il 1 2 19 12 PURLIN / GIRT 0530632 263-4 21'-11 1/2" 29 2 EAVE STRUT EXTENSION 054-0054 7'-11 1 30 2 EAVE STRUT EXTENSION 054-0054 7'-11 1/7' 31 4 SAVE STRUT 0540142 239-4 19'-11 1/2" 32 2 EAVE STRUT 0540177 236-4 19'-8 1/2 33 3 EAVE STRUT 0540142 179-4 14'-11 1/2" 34 2 EAVE STRUT 0540142 221-4 18'-5 1/2- 35 2 CAVE STRUT 0540464 239-4 19'-11 1/2" PURLIN BRACE LOCATION SCHEDULE BETWEEN GRIDS LOCATION DETAIL BRACE SECTION I DIM. "B" RIDGE BRACE TOP BOTTOM 1 AND 2 17151 (1) B -0- (1)0544141 2 AND 3 F151 (1) B -0- (1)0544141 3 AND 4 F151 (1) B -0- (1)0544141 4 AND 5 F151 (1) B -0- (1)0544141 FIELD WORK SCHEDULE lAl DETAIL I FIELD WORK DIMENSIONS 1 X059 A = 4'-8 3/4" 1 8 = 3'-2 3/4" STANDARD NOTES: RS0003 ONE RIDGE BRACE IS REQUIRED IN BAYS WITH NO INTERMEDIATE PURLIN BRACING, TO BE INSTALLED IN THE CENTER OF THE BAY. BRACE ASSEMBLY NUMBERS ARE AS FOLLOWS: SLOPE PART SLOPE PART 0 < 0.75 0544141 0.75 < 1.25 0544140 1.25 < 1.75 0544183 1.75 < 2.25 0544195 2.25 < 2.75 0544184 2.75 < 3.25 0544185 3.25 < 3.75 0544186 3.75 < 6.00 0544139 SBF BUILDINGS 0544066 RS0008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. R50009 REFER TO DETAIL F171 FOR FIELD WORK OF GABLE ANGLE AT ENOWALL STRUCTURAL UNE. 1® NOTE: FIELD CUT AND DRILL PURLIN PER DETAIL. 21-11 1/2' w 20'-11-1 2" 12" I I! 1 1-1/4" 11-1/4" �— EAVE STRUT FIELD DRILL 9/16'0 HOLE ROOF BEAM DET 1 REVISION N0. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: PROOUC7 OF THE DACE: G? 6OX95X 16 LRF OR-mm BUTLER MANUFACTURING ® PERTREE CONSTRUCTORS THE:CODING EDGE, INC 20# LL + 3#CLL C0MPANY ORDER ENGINEERING ALTAMONTE SPRINGS, F FORD, FL 101 MPH SBC 94 CKCKED aY: GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM USE ( 1 ) 5/8" X 1 1 /2" A325T HI —STRENGTH BOLT (097281) & 5/8" HEAVY HEX. NUT (095233) USE ( 1) 1 /2" X 1 1 /47 HEX BOLT (095085) AND 1/2" HEX NUT (095032) o81�s/�7 DRAWING TILE: Q Q AG FILE NO: ROOF GROUP: L DATE: 07/03/97 SECONDARY STRUCTURAL DRAWING NUMBER: REV, FRAMING PLAN p 97-088750-04 00 FLANGE UP RADIUS 0. o THICKNESS C - SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS SAVE STRUT 540142 239-4 8" 3 1/2" 1" O60" 5/16" EAVE STRUT 540177 236-4 8" 3 1IT 1" ow 5/16" EAVE STRUT 540142 179-4 8" 3 1/2" 1" 06,T 5/16" EAVE STRUT 540142 221-4 8 3 1/2" 1" .060" 5/16, EAVE STRUT 540464 239-4 8" 3 1/2" 1 5/16" .084" 5/16" EAVE STRUT EXTENSION 540054 8 5/16'1 2 7/8' 1 .110" 1/4" FLANGE , />/1/0 z RADIUS a 0 � THICKNESS Z - SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS PURLIN / GIRT 530630 203-4 8" 2 5/8' 1 1/115' .064 1 1/4 PURUN / GIRT 530630 263-4 T 2 5/8' 1 1/16" .064" 1/4" PURUN / GIRT 53U632 263-4 T 2 5/8" 11 1/8' .083" 1/4 PURUN EXTENSION 530122 8" 2 3/16" 1 Iw 5/16" 00 0 0 T v REVISION NO. 1 DATE: CHECKED BY: REVISION NO. 2 MIE: D""""JflY' BUTLER CHECKED ft. GENERAL OFF 1 1NT FRAhF �RAMF REINFORCING PLATE USE 2�5/8" X 1 1b/92' A325T HI-S 281) AND �HEAVY ARph' tp BqNO1p 1� I i I (543047) 5/8"HEX.NTH NUT (095233) l BAyh' 1peERM �i / r �� EAVE STRUT , CONTINUOU PURLIN A CONTINUOU PURLIN r i EAVE STRUT I I y I' i I I A i a ROOF 8 II I ROOF B ,I I d9 a USE (6) 5/8" X 1 1/T 1 1 A325T HI -STRENGTH BOLT (097281) AND 5/8" HEAVY HEX. NUT ROOF BEAM USE (6) 1/T X 1 1/4" USE (6) 1/T X 1 1/4" HEX. BOLT (095085) (095233) EAVE STRUT HEX. BOLT (095085) AND I 2' HEX. NUT CONTINUOUS AND 1 T HEX. NUT CONTINUOUS (0950 2) PURLIN ROOF BEAM OR (095032) PURUN VERTICAL SPLICE COLUMN DETAIL F104 CONTINUOUS SPAN PURUN CONNECTION DETAIL F107 CONTINUOUS SPAN PURLIN CONNECTION DETAIL F125 EAVE STRUT CONN. TO INTERM. FRAME STRUT CONNECTION DETAIL F128 SAVE STRUT CONN. TO ENDWALL FRAME - INTERM. LOCATION 8" PURLIN END BAY LOCATION - 8" PURLIN OVERHANG PURLIN BRACE (TYP.) EAVE STRUT CUP 543054 OVERHANG EAVE STRUT ^ a PURLIN / \ BEAM j� SEE9 TOP OF DETAIL PURUN <. OVERHANG BEAM \ F152 \ -------------- ------------- - 7"r"'7 f Ccu LIP-/ (5 3054) 543054 X 1 1/4' USE (2) 1/T X 1 1/4" HEX. BOLT (095085 PURLIN USE (4) 1 T X 1 1/4" USE (2) 1/Z' X 1 1/4' THIN -HD. �LT (096636) HEX. BOLT (095085) THIN- OLT (Q96636) AND Il/r HEX. NUT AND 1/2" HEX. NUT /T AND 1HEX. NUT AND 1/T HEX. NUT (0950 2) (095032) (0950 2) (0950 2) DETAIL F151 PURUN BRACE LAYOUT (1) ROW TOP - (0) ROWS BOTTOM DETAIL F152 PURLIN BRACE TOP ROW DETAIL F161 EAVESTRUT TO OVERHANG BEAM SIDEWALL OVERHANG - UNINSULATED PURLIN DETAIL F163 CAVE STRUT TO OVERHANG BEAM SIDEWALL OVERHANG - UNINSULATED PURUN USE (4)) 1/2' X 1 1//4" BUILDING THIN-Hb. BOLT (}096836) �- EAVE STRUT 9D Ol /; HEX. JUT %EAVEUT PURLIN o'er PURLI(SIMPL ' BUILDING a c��o yK J� $PAN) I EAVE STRUT 'o EAVE STRUT 1, EXTENSION g o \ GABLE �� BLE I / ' 543029) n �w � L ANGLE V CU (5,43054) I l\ti ROOF B / ' 9� CLIP OVERHAN3 G (5 054) BEAM EAVE STRUT I I 3/4 4 USE (2) 1/T X 1 1/4" HEX. BOLT (095085) AND USE (4) 1�T X 1 636 THIN-H . OLT (095 3) AND HEX. NUT (b95032) 8' 3� E A� 3 USE (3) 1/T X 1 1/4- HEX. BOLT (095085) AND 1/T HEX. NUT (095032) 1/2' HEX. NUT (095032) �, 1�r01E� 01 DETAIL F165 BUILDING EAVE STRUT TO OVERHANG BEAM DETAIL F170 EAVE STRUT EXTENSION STRUT EXTENSION DETAIL F171 GABLE ANGLE CONNECTION ENDWALL OVERHANG - FIELD WORK OF GABLE ANGLE DETAIL F175 SGL. SIMPLE SPAN PURLIN CONNECTION SIDEWALL OVERHANG ENDWALL OVERHANG - EAVE USE 1�5/JT' X 1 100//T A3))25T 5/8" HEAVY HEX. NUT9(095233)D I 1 USE (4) 1/2" X 1 1/4" SAVE STRUT + X HEX. BOLT (055085) AND ` RIDGE BRACE 1/2" HEX. NUT (OSS032) ASSEMBLY PURLI � I BUILDING 'l PURLIN - V , �- , CUP _ (543029) � ROOF B ROOF BEAM HEX, BOLT/(095085)1/AND 1/2* HEX. NUT (095032) / DETAIL F180 EAVE STRUT CONN. TO INTERM. FRAME DETAIL F257 PURLIN CONNECTION TO EW ROOF BEAM DETAIL F262 RIDGE CHANNEL CONNECTION BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: p AG FILE NO: PRODUCT OF THE C3 �0 -, 60X95X 16 LRF ROOF GROUP: L DATE: 07/03/97 ® PERTREE CONSTRUCTORS THE CODING EDGE, INC 20# LL + 3#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV• MANUFACTURING C 0 M P A N Y ORDER ENGINEERING ALTAMONTE SPRINGS, F SANFORD, FL 101 MPH SBC 94 DETAIL SHEET D 97-088750-04A 00 :ES-KANSAS CITY. MISSOURI SYSTEM FIELD 9/16 DIA. HOLES IN PURUN EXTENSION BETWEEN EXISTING HOLES EAVE STRUT EXTENSION LENGTH AS SHOWN, USING CUP AS A TEMPLATE. PURUN .g. \� TOP SAVE SCRAP p- STRUT EXTENSION T cv } `v PURU 1 , - EXTENSION 1� ROOF BEAM CUP (543029) NOTES: USE (8) 1/2' X 2" A325T 1. FIELD CUT EAVE STRUT EXTENSION AND LOCATE 9/16' DIA. HI -STRENGTH BOLT (097280) AND HOLES AS SHOWN. 1/2" HEAVY HEX. NUT (095230) 2. SEE FIELD WORK SCHEDULE FOR DIMENSIONS. DETAIL F348 ENDWALL PURLIN EXTENSION WITH CUP DETAIL X059 FIELD WORK EAVE STRUT EXTENSION EW OVERHANG AT ENOWALL. FRAJ.IE REVISION NO. 1 DATE: DMAWN 9'r, CHECKED BY; 0 o REVISION NO. 2 BUILDER: ROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: 7Q AG FILE NO: PRODUCT OF THE a�TE 3 Q -� 60X95X 16 LRF [THE ROOF GROUP: L DATE: 07/03/97 DRAWING NUMBER: REV. DRA'"" BY: BUTL. ER MANUFACTURING m PERTREE CONSTRUCTORS CODING EDGE, INC 20# LL + 3#CLL SECONDARY STRUCTURAL COMPANY ORDER ENGINEERING ALTAMONTE SPRINGS, F SANFORD, FL 101 MPH SBC 94 DETAIL SHEET aECxiD �' GENERAL, OFFICES-KANSAS CITY. HISSOURI SYSTEM ®97-088750-04B 00 s, FLANGE UP a RADIUS o THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FLANGE UP THICKNESS RADIUS HEADER 580105 kDOOR g 3 1/r 27/3r .06r 5/16- HEADER 580123 9" 3 1/2" 13/16" .062" 5/16- HEADER 580273 9' 3 1/r 3/4" .06r 5/16' POST 580374 9' 3 1/r 1 5/16' .122" 5/16" 702143 239-4 8' 1 3 1/2" .098' 5/16" FLAN RADIUS Q. w THICKNESS Z — SECTION DESIGN INFORMATION PART DEPTH FLANGE LIP THICKNESS RADIUS DOOR GIRT 550317 036-6 8' 2 5/8" 3/4" .060' 1/8" DOOR GIRT 550317 048-6 8' 2 5/Er 3/4' .060" 1/8- DOOR GIRT 550317 054-6 8" 2 51W 3/4- .06D' 1/8" DOOR GIRT 550317 090-6 8" 2 5/Er 3/4, .060" 1/8" DOOR GIRT 550317 110-0 2 5/B" 3/4- .06,T 1/87 DOOR GIRT 550318 036-6 2 5/8" 1 l/6' 083" 3/16' DOOR GIRT 550316 042-6 FEr 2 5/8- 1 1/8" .083" 3/16- DOOR GIRT 5'50318 114-6 2 5/Er 1 1/8" 08s 3/16" PURLIN / GIRT 530629 263-42 5/8- 3/4" .060" 1/4- PURLIN / GIRT 530633 221-4 g' 2 5/B' 1 1/8" .100" 1/4- PURLIN / GIRT 530633 239-4 8" 2 5/8" 1 1/8" .100" 1/4" PURLIN / GIRT 530635 170-0 8" 2 5/8" 3/4" O60" 1/4- PURLIN / GIRT 530638 128-0 8" 2 5/8" 1 1/8' .083' 1/4- PURLIN / GIRT 530640 134-0 8• 2 5/8" 1 1/8' .12U" 1/4' 0 10 0 I n m o 0 } SIDEWALL £ I DETAIL C255 REVISION NO. i BATE: CKCKED USE (4) 1/2" X 1 1/4- HEX. BOLT 095085 AND 32) EAVE STRUT 1 7/16 r / CLIP (580118) FIELD LOCATE 9/16" DIA. HOLES IN EAVE STRUT � EAVE STRUT USE (2)6 1/2' X 1 1/4' HEX_ BAND 1/2- HEX NUT ()095032) CLIP (580132) USE (2) 1/2' X 1 1/4' THIN HD. BOLT (096636) AND 0 1/2- HEX. NUT (095032) 9" DOOR P1 USE (3) 1/r X 1 1/4' THIN HHOD BOLT (096636) AND 12" HEX. NUT (0950 2) DOOR POST rn 1 V 1 1 NUTS SIDEWALL COLUMN CLIP •� DOOR HEADER ` ` l ` �3/" NOTBY8MC) DIMENSION Y DOOR (580118) WIDTH 4�. �''\ CLIP (543316) USE (2)) 1/2- X 1 1/4" USE (4 1/r X 1 1/4" �._ �oF,�� DOOR P05T \ HEX. BbLT (095085) AND HE (095085) AND \ 5 1/7-HEX. NUT (095032) 1/2* HEX. NUT (095032) DETAIL C007 SINGLE FLANGE BRACE CONNECTION DETAIL D001 DOOR POST TO BOTTOM OF EAVE STRUT DETAIL D006 DOOR HEADER TO DOOR. POST DETAIL DO32 DOOR POST BASE CLIP CONNECTION USE FIRST HOLE AT SIDEWALL GIRT CONNECTION 9' DOOR POST ENDWALL ROOF BEAM SIDEWALL 51DEWALL SIDEWALL COLUMN OR COLUMN OR COLUMN OR J ENDWALL POST ENDWALL POST ENDWALL POST ppf z -GIRT GIRTS w GIRTS ' a w T i I M p 0 l O CLIP - - ----- r----- ANGLE a CLIP --- (543348) a 0 ANGLE o (543348) N F V) T� --Am. ---- --- - -- — I -r++- -- - -- --- I m++ --- -- ---- DOOR POST 11 f (9') OR (lr) 111 FRAME SIDEWALL OR ENDWALL FRAME SIDEWALL OR ENDWALL FRAME # SIDEWALL OR ENDWALL DOOR 7,1 ' I WIDTH r SECTION SECTION SECTION USE (4) 1/Z' X 1 1/4' �_ �~ USE (2) 1/T X 1 1/4' USE (2) 1/2" X 1 1/4' USE (1) 1/2" X 1 1/4' HEX. BOLT (095085) \ r„� AND HEX. BOL1 (095085) AND ;EX. Ba1T (095085) AND j�2- HEX. BOLT NOUT (095032) AND 1/r UT G8 032) 1/2' HEX. NUT (095032) /r HEX. NUT (095032) DETAIL D089 LOW DOOR POST TO EW ROOF BEAM DETAIL 0001 SIMPLE SPAN GIRT CONNECTION (DOUBLE) DETAIL G001 SIMPLE SPAN GIRT CONNECTION (DOUBLE) DETAIL G002 SIMPLE SPAN GIRT CONNECTION (SINGLE) (tr) EW SETBACK - LOW SLOPE RANGE TOP MEMBER SIDEWALL COLUMN GIRT CHANNEL 543242) SIDEWALL FT� FIELD WORK AN INSTALL COLUMN OR DOOR POST < ENDWALL POST r GIRTS I I WITH PANEL FASTENERS s I I D00R POST STRUCTURAL w GIRT �i NON-B.M.C. 0 a w, 0 SIDEWALL OR ENDWALL INTERM. BAY. 110 1/2-110 1/rI INTERM. BAY. SECTION SECT. LOCATION I SECT. LOCATION FRAME USE (6)) X 1 1/4' (0 HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) DETAIL G003 CONTINUOUS SPAN GIRT CONNECTION INTERMEDIATE BAY OR SECTION LOCATION SIOEWALL USE (4) 1/ X 1) AN HEX, LT 095085)50AND 1/2" HEX. NUT (09 32) I CLIP (543164) LEG DOWN ENDWALL GIRT C(FIELD DRILL FOR I \CONNECTION TO GIRT CLIP) I 0 z z w a w ENDWALL GIRT FFIELD DRILL AND N TCH (FIELD DRILL AND NOTCH) OR LAPPED SPLICE er SW At S+ EW GIRT TO CNR, POST DETAIL 0260 e' EW GIFET TO CNR. POST 12' SETBACK ENDWALL 12' SETBACK ENDWALL REVISION NO. 2 PRODUCT OF THE �Q r BUTLER MANUFACTURING COMPANY I ORDER ENGINEERING GENERAL OFFICES-KANSAS CITY. MISSOURI 11 SYSTEM FLUSH TO II 1/4' MAX. II 1 I I I OUT iJ I I I' BASE 'I 1 I, /- ANGLE L_ BLDG. WIDTH OR LENGTH CORRECT ALIGNMENT MIS -ALIGNMENT (AVOID THESE CONDITIONS) DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT USE (2) 1 /r X 1 1/4- SIDEWALL ;T HEX, BOLT (095065)) AND 1/2- HEX. NUT (095032) I i �- SIDEWALL GIRT 0 ' ATTACH GIRT FRAME CHANNEL TO APPROPRIATE NON-B.M.C. STRUCTURAL GIRT CHANNEL (543242) FIELD WORK AS REQUIRED AND INSTALL WITH PANEL FASTENERS. DETAIL G155 GIRT CHANNEL TO DOOR POST CONN. INTERM. BAY LOC. - NON-B.M.C. STRUCTURAL SIDEWALL w DOOR POST COLUMN DETAIL G172 I GIRT CHANNEL TO DOOR POST CONNECTION I X V GIRT CHANNEL (S43260), FIELD BEND 90 DEC. AND INSTALL WITH PANEL FASTENERS, DETAIL C265 W GIRT TO CNR. POST DETAIL G274 GIRT CHANNEL CONNECTION � CORNER Fillp 8 (Z 5 12' SETBACK ENDWALL I 9 1/2' SW GIRT W SW OOOR POST BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: roRAWiNGE: LL�OTu AG FILE N0: 60X95Xl6 LRF SECONDARYcRouP: L DATE: 07/03/97 PERTREE CONSTRUCTORS THE CODING EDGE, INC 20# LL + 3#CLL URAL ELEVATION DRAWING NUMBER:ALTAMONTE SPRINGS, F SANFORD, FL 101 MPH SBC 94TAIL SHEET D 97-088750-05D 00 z DOOR POST USE (z) 1/2' x 11/4" THIN N. 80LT (096636) AND 1r2" HEX. NUT (0950 2) - - CLIP (543398) LEG DOWN -f��7� ,� � w v: USE 1" X 1HEX. (BOLT/(095085)1/AND 1/2" HEX. NUT (095032) USE (4) 1 /2" X 1 1 4' HEX. N (095085) ND 1/2' HEX. NUT (095032) <FI L (543242) DOOR POST DOOR POST AND INSTALL DOOR POST FASTENERS GIRT GIRT GIRT 8" DOOR GIRT 8' DOOR GIRT J USE (2) 1d7 ` 1 1/4j HD ---------'-------- CLIP 543399THIN OlT 096636 r ia AND 1/7 HEX. NUT:0(0950 2)jz O CUP (543399) CUP (543399) CLIP (543398) �J' DOOR POST \ USE (2) 1/ 0 X 1 )1/4' LEG IjOWN LEG DOWN LEG DOWN \ 1/7 HEX. N0UT5 (095032) ` ` \ CLIP (543398) \ o USE (6)) 1/2' X 1 1/4" ° ° ° USE (4) 1/2" X 1 1/4' HEX. BOLT AND \ `' HEX. BbLT (095085) AND GIRT CHANNEL (5432421 ° 1/2" HEX. NUUTT ((03095032) 1/2" HEX. NUT (095032) FIELD WORK AND INSTALL ° WITH PANEL FASTENERS 8" DOUBLE GIRT TO DOOR P05T CONN DETAIL G291 GIRT & GIRT CHNL. TO DOOR POST CONN. DETAIL G292 IGIRT 4 GIRT CHNL . TO DOOR POST CONN. DETAIL 0280 8' SINGLE GIRT TO DOOR POST CONN. DETAIL G281 8" SINGLE GIRT TO DOOR POST CONN. DETAIL G282 FIELD CUT GIRT TO DOOR POST LENGTH CLEAR DOOR POST SIDEWALL COLUM DOOR HEADER LENGTH AS SHOWN OR E ALL C POST USE (10) 1 /2" X 1 1/4!' -A "a' ao7roM 'A .� HEX BOLT (095085) AND OF 1/2" HEX NUT (095032) GIRTS 1 1/4' DR "c' POST SCRAP I o o J SCRAP w ry. ----j'------ Ocl , w --- , - - - - - - - -----� rn - w— cli DOOR FRAME SIDEWALL OR ENOWALL POST ourslDE FLANGE GIRT CHANNEL (543242) SECTION FIELD WORK AS REQUIRED AND DOOR HEADER INSTALL WITH PANEL FASTENERS. NOTES: USE (2) 1/2" X 1 1/4' 1. FIELD CUT DOOR HEADER AND LOCATE 9/16' DIA. HOLES HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. DETAIL G304 CONTINUOUS SPAN GIRT CONN. DETAIL X026 FIELD WORK DOOR HEADER WITH ADJACENT DOOR POST w uo 90 co n 0 0 0 } v n REVISION NO. I w DRAWN aY: w CHECKED BY: -- C3 V) OUTSIDE U- o FLANGE _ DOOR POST NOTES: 1. FIELD CUT DOOR POST AND LOCATE HOLES AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE" FOR DIMENSIONS. DETAIL X042 I FIELD WORK DOOR POST — w DETAIL 2 REVISION N0. 2 r ILDER: PROJECT: DeIE: Q PRODUCT Of THE - ® ERTREE CONSTRUCTORS THE CODING EDGE, INC DRAWN BY: BUTLER MANUFACTURING COMPANY ORDER ENGINEERING ALTAMONTE SPRINGS, F SANFORD, FL CHECKED By, GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM (FIELD DRILL FOR CONNECTION TO GIRT CLIP) 0 8 Z5 q7 BUILDING ORDER DESCRIPTION: DRAWING TITLE: Q (7 AG FILE N0: 60X95Xl6 LRF WALL SECONDARYTcD97-088750-05F ROUP: L DATE: 07/03/97 20# LL + 3#CLL STRUCTURAL ELEVATIONRAWING NUMBER: RED• 101 MPH SBC 94 DETAIL SHEET 00 m i' Y t 1, �� r n v �%i 0 i� n rn v, 1 w O O m m x 0 t m N 11 11 I . I I I I I I - . . - - . , "I " �, . X, A_ __ - � . � ,�,,,, ". ". �. I . 11, , ,� , , , 1 i4 " � .,. , 11 �. r '� - - _ _,� -, _-, "f, rv, w ,.,',' '.)� p 1,�, �11.- I f,lt�'lj,, ,�!" ";__", ,""', 11- 11-1 't I'. ",r-.".,�--,-�,,,,�r�.,,-�"�..-,,;�-�-���,t '� . , , i'at" � ,."" ,:�,,j 1, -_ I 11 I .,, , I-- ", I , , �:,, 0 , � , , , �, � . I . 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I 11�1, �1, 1�1', ". -1 , , . , ��3 - , , -,, , 'p, �%� : - .'., ,I, , � . � �""61;� � I 1. I a i � ., �. - , � , � r '�L:, e r i � �� LINE BEARING DISTANCE L1 N 45' : 8' 56" E 20.08' L2 S 89' 17' 00" E 87.59' L3 N 00' 00' 49" E 65.83' L4 N : 60' 15' 52" W 24.52' L5 . N `89' 58' ;13" W 31.43' L6 N 89' 58' 13", W 32.68' LAJ a; q: ZLd z 4v. ., Ld �+ Ld O O O 0or- L LJ O ' W CK Gj Op 0 > A L4 Z e U`j ••' . ¢Z¢ ¢Z Ix LI' 0 (5 ¢ V LL a C) W W ui V) (j/I ,a� Qr W cy ui - n I`, 00 Slommum i ct tY Q uj �Q W.� °G Q yQ' I \J 1 1 vv .. . . - ..... - -- ARC OF SAID CURVE 359.16 FEET THROUGH A CENTRAL ANGLE UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN - NECESSARY 'FOR THE CONTRACTOR :TO COORDI ASCHWULL FOR A POINT OF BEGINNING; THENCE CONTINUE NORTHWESTERLY ALONG THE g000RDING TO THE BEST INFORMATION AVAILABLE AT THE TIME HIS ACTIVITIES,`- WHERE NECESSARY, WITH OTHER CONTRACTORS. : ARC OF SAID CURVE 77.55 FEET THROUGH A CENTRAL ANGLE OF 08 04 43 OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL AND UTILITY TO THE POINT OF REVERSE CURVATURE OF A CURVE CQNCAVE NORTHWESTERLY VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL .COMPANIES. AND HAVING A RADIUS OF 960.00 FEET, THENCE RUN NORTHWESTERLY ALONG EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES THE ARC OF SAID CURVE 169.73 FEET THROUGH A CENTRAL AN CLE OF AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 10. SAFETY: 10'07'48"; THENCE RUN S 89'59'11" E 467.85 FEET; THENCE ' 4'58" E 185.00 FEET; THENCE RUN S 89'45'02" W RUN S 00 1 CHECK :'PLANS FOR : CONFLICTS ' AND 3. CONTRACTOR , SHALLA. 'DURIN G THE CONSTRUCTION AND/OR MAINTENANCE OF THIS 306.67 FEET TO THE POINT OF BEGINNING. .THE DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. SHALL NOTIFY THE ENGINEER OF ANY •CONFLICT BEFORE THE ; CONTRACTOR OR HIS, •.,REPRESENTATIVE .SHALL BE 306.67 FEET TO THE POINT OF BEGINNING. PERFORMING `ANY WORK IN THE AFFECTED AREA. RESPONSIBLE FOR THE CONTROL AND SAFETY OF ;THE . TRAVELING .PUBLIC AND THE SAFETY OF HIS PERSONNEL. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS `: ' , •. • OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS B. LABOR SAFETY REGULATIONS SHALL CONFORM T'0 THE , NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO PROVISIONS SET FORTH BY OSHA :IN THE''' .FEDERAL; OBTAIN FIELD - LOCATIONS OF EXISTING UNDERGROUND '; ': REGISTER , OF THE DEPARTMENT OF TRANSPORTATION yes, ■ i \ V 1 OAK / \ 1 r n l.itt'i it 31.5 EXISTING 14 RECLAIMED WATER MAIN f . 0 ; 2 \ LF G r i I k t� i\ 00 I .� it �a LO j--10'X 12' DUMPSTER PAD k , r .r r ` , -. :1,,. 'i. �s y :::.'1+ .. , tr ::. ',: , .. � ... ..:' f P... ., : ,: ." .. ..li- rn , t ^\ dk'.' .• ., ,'.. -:. ..,. 'Iaat�a :. :. r.^ . .� ... ... .�,,_ �. , ,. .. ,. rv. _.. e, ., ,. 1. : ',"' 1 L.c _.J r..: d•Y:1..♦ 1 .: d ..', _ r G w n, li�. 7 �s, y 4, q 4, i% pp , X y j", I 0.� 4� l� "'. -�;, l MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 61, 10" 12" 1 20" 24!' 30" 3 6" 9V BEND 45' BEND 22— 1 �2*, BEND 11-1/47 BEND PLUG OR BRANCH [OF TEE SCHEDULE OF DIMENSIONS AND MATERIALS 0 PIPE DIMENSIONS ITIE RODS REWO - SIZE HCHES) ___T__ A B C D DIA. NO. I L 1EAS TO K C014;�MO ON &k= Of ME RE37FAINT SEE NOTE .TEO 91 ENG&NEEL HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY PDTAHLE WATER REGLAIMEO,, WATER- (r,,"A'ffl',3E*ER STORM SEWER ACCEFIADLE HORFL VERT. HORIZ. VERT. HOR12. I VERT. Ii RV_ I VERT. VARIANCE% POTAULE WATER RECLAIMED' 3' C/C ter 5' C/c 5EE GENERAL NOTES; NO. 4 WATER S. 0/0 to* 111" V 7 AREA FOR NOTES: "AREA FO UNDISTURBED PLUG 1. THRUST BLOCK HEARING AREAS'3HALLLUE POURED AGAINST SOIL (TYP.) TEE 13 UNDISTURBED MATERLAL iWHERE TRENCH WALL HAS BEEN, 11 DISTURBED, EXCAVATE ALL,LOOSE MATERIAL AND EXTEND' TO UNDISTURBED MATERIAL., 2. EXTEN 4 'AR S BLOCK FULC LENGTH'OF FITTINGS, JOIN WOOD 0 7 U T TS,�.' NUTS AND BQLTS SHALL NOT, BE COVEF tED BY � THRUST. BLOCKING EDGE OF BLOCKS. FITTINGS SHALL HE PROTECTED BY'POLYETHYLERE: (TYP.) FILM (8 MIL) PRIOR TO.PLACING CONCRETE HRUST.BL CK.��, TRENCH T 0 (TYP AREA 'FOR �NdSIQES Oi i- ROUGH BLOCKING FORMS SHALL BE USED ALO 1HRUST BLOCKS AS REQUIRED. PL 4 THRUST,BLOCKS SHALL4BE USED IN, COMBINAT�qH, AS REQUiR�R G RRANGEM4NT, WZPLU CROSS G CROSS W/ TO,SUIT THE SPECIFIC: FITTIN A TWO PLUGS TEE TEE 5. ALL'WOOD BLO . CKING SH ALL BE PRESSURE TREATED WITH E PRESERVATIVE IF FORMS,ARE TO REMAIN IN PLAC DAYS 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED' GRTER AND. CITY HAS APPROVED A SH PERIOD. 111134 WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE AREA FOR AREA FOR WITH JOINT (TYP.) 45* BEND TEE CONCRETE THRUST BLOCK (TYP.) 0/2 AREA FOR EDGE OF PLUG TRENCH (TYP.) TEE W/ END PLUG WYE OFFSET (AS REQ*D) BENDS EDGE OF CROSSCUT-\ TYPICAL SECTION UNDISTAB D SOIL (TY P TRENCH WIDTH SCHEDULE FOR THRUST BLOCK AREAS pFi (W-M) go .46 mrimmmFo(mm n I bW IU & 'um ULNUN M33 (p9) 10 To UE MMPWU) Vr MaNEUL . . . . . . . . . . p 4_; ? T 0- L .1� j', 0 14, i 1 v v, 'k; I—P 16 X it y" '�4 r J4�k, 6�,' , pq ;% ,, fi 7 J�, UT[L.1TY .-,,STAN DAR AP' ED -ut Y P'. "n" 2t 1; yn L l I � F W X X 7 0 z a s a Y IL w VI Q w o w o v`"i 0 0 a 0 a W a W� W 4 M a O ` in Ju m 4 '}, IOTF/ M Y q O 0 M M O pU, u0 ymL Mi 'f7 yNY1 CpiG Q EL M 0 0 O � r THICKNESS (INCHES) , MATERIAL" 'MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 1- 13-20 21- 5 - 5 48-53 54-57 58-60 61-66 67-72 - TEE PRECAST MANHOLE a r WALL r ' INFLUENT. SEWER , Fr (SEE NOTE 3) x Yr I CONCRETE ENCASEMENT r OF VERTICAL PIPE INLET CONNECTION - DROP PIPE AS REQUIRED (SEE NOTEI) j a 90' BEND } yaF i ), STANDARD DROP DETAIL PRECAST MANHOLE 1 4' =WALL { , +d,"'I < COLLAR ENCASED IN 4 NON —SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL'(SEE NOTE 2) I h SPECIAL DETAIL FOR 2e -DIAMETER s PIPE AND LARGER Yr PRECAST r• MANHOLE WALL i s 1ii STAINLESS STEEL -PVC OR BAND DIP A STAINLESS STEEL PIPE CLAMP 4: RESILIENT " 1 CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION' Y NOTES: f 1. DROP PIPE AND FITTINGS rSHALL BE OF EQUAL SIZE AND MATERIAL AS, THE INFLUENT SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF Ze DIAMETER PIPES AND LARGER. . 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH s ° HAVE AN INVERT 2,V OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS l CITY OF SANFORD MAY' 1997 FI.G. 201 4 , n r: I ;� I • Y a4 F ! 1 yl i A I h1 L: r % `µ''IT' - - r"a' Nq 1 4rt KI ; � f •'{. II � y7 Q�';: I � �11 iYPY 4 YI _ • STANDARDDE•.ULIT Y T ILS: DATE LAPPROVED , „- r •. I , . , , .:. i I r , 77777 ,{ t :�j '.' , , ,j! , I - r i'" ' `;I r �,, ."; ' 91 d; h' t r , :;:: ;rk t ✓( s'E �,xi. '', ; , . j " In�: yl i ,.tl jt : N -1' I I,I k ' , tl {: ', r 5 j. �ti »! Kk, 1 1 Fe l. 1 f r g 1' r •, 11 { i - - , fi ✓f ii .. r t E I Mf +Ej'M {M • p.�'; ;11 c r ,Y r, # rc �)A41, ,, . a E ,r CT 4. �3) ,. :. r , I g'y� ,e +` �4uiEY .. I' ��.J 'rr 1 ,,,N ., ' - :' 1Y t; ti � r� ` 41 r pit,,' , . .. :{ if � a . .. :,,,. 1; 1'Y n j. __ _ _ 1-- .�. , . . _ _ , _ —. w. — q �. a..ro , v. .. , rv, . .. _ :. ... A 3. ..,e,. ., :^. .�, r 1 r T .o. n F .n.. a. iiYt' , ry ,. : , , _ r x ., - , 7 ^.. r. 4 ., -. -,.,.11 _ � t.,% ,, .. .. , , ... ._ a -.. ,... ... . .. :, .. .. ' � �� � '.'� .._�. x y /. yrp """ .a-. I..a :, - ::, m:l h :.:. it ., ,. - : „ - i' . t , ,a ., -,: J.11 I'll a v _. ,.. ,: _ :. t I ` „1 I / t�� , . -1, I .� II. dI -.. �. . I. .I. 1.. 1� I � I l. ., ,. I - .: . I� ..' .I.1 I . . . \. - I -� - �I .1 ,,II .I , .",;. : . ,I��.I . II I I I ��d .- ;I III . I .d . .II,I I,1,r�'.`� �. I: , . � . !, I II ,, , '. I, 1.. Ir ,I �� I ., , .� I .�. , � . I� I . - I. � � . I � ,.I,-1�I1,, . I.I, I I, d;. I- . , �, . -..r'. III, I I11 I II � . ��: " . II . .I I , . I. . I".4 II I �ILI . � �� � III ,: f ' Aa Y; u , III. I ,..I��.. . � 1i�I:,��I��I�,,1r!.I.I. !� . .. �I .I�I I . �1, .�I � :� I.'.II �. ,I I I I IIII .. ��. . I .iI �*I : , I .II1I ., .'I . . .I I I I �. . I ��-_.�I /I . 11 I . I� " \\: I I I. 1I ", II. -I 1..1� - . : I�II I �.I. -I. " I I ., .. o , I -. I. . II I I � � . 1I I. I . —'k II I -. I . oq I, �- -. ..� �.I.1 , I. , I .I�I11�..� L- .I _, �I I I .I� . II � , f. t . : . . .. :: 1.. f , ,t, r ,:- t ., w „ ,..,k t, HYDRANT ;. DOUBLE SINGLE ,. . „-,.1., ,,., 1 TRAFFIC COVER BRANCH t .,,.. i.,.. ,M - ( , r ,.+: x '. .-. - ,. ,. .. - + MARK WITH WOOD. y ,,,,.., „1, ,. +r.. > .., 0 ERATINC t ..- E VCE 7YP. SERVICE TYP I. CORPORATION , ...I., ;- is ,1, � .I P LUTS TYP.) S R I ( ) ( ) CORPORATION J WHERE RE D. ( _ FITTING Q PAINTED IDENTI q.,3., ",,, LVE PAD IN E ER BOX > o-.:, . VA NUT DOUBLE M T .. ,, . ,STOP 1 MIN.) , ,: a . ,, STOP 1 MIN. ( , •tr; a. FIGURE 115 — CAL -COLOR do ( , / is ,, :, COVER .SEE, ) E S ( 'UNPAVED AR A 18" x 24 MIN. c. ..:: �:., , , ,., � ", °r •+o^"T'.'.°x WITH LOT NUM x 3 4 , , ,, GURE 107 :. .- e. :: SEE FI HERS �. i . : NOSE NOZZLE :: PROPERTY (:.:, • ... _ r: LINE TYP. CURB STOP ,, 1-,.' ` -1r, , k 1 CURB STOP. _ d.,. ,_ .: o ,.: IS ED GRADE �; ;,.. ,, .�'' . _..,,.,t ,' ., ,. FINISHED GRADE 24 s4uARE AND FIN H , G SEE NOTE 3) - t F •, S. f ,,,,:.�. ...,; ,,, , UMPER NOZZLE 8" THICK REIN z s p, I, FACING STREET � WA ER MAIN , - . � ,:- Y,�'i I .,.: .. `:...... - - ..- FORCED CONCRETE .. :'�. :. � - , � ;. B" MINIMUM '' � , r ,t :.r a.. r, • t , ,'. :- -. � -: ( ) „�. '� .�.''.. ;;�! <r , €, :rya.. .., , c ►: ce F .. � PAD. SEE .;. ,' . � +i ' SHEAR A ( w , y, r VALVE PAD T CAP . F h 6,, ,t , - NOTE 2 c F ; y S (GURE 107 Q r u;,,.. z (EE F ) \ 5 MAX . T, , as „ ,,.,.+t,.> . .. - ` 2 4 AT 8" PROPERTY N 2 GATE YALVE " '.. ,!,, ;,:,, z BACKFILL ,. A '�,.' - ....: ,: .. ALL ' -. . , � .: .. :. �.: : '.- -, 1 _ O.C. ,. ;. ..:. :' d._7 a'. to 4 UNE , ' a rT e. , a 'I' , AROUND n ,. TUBING t ,. ,: cn TUBING : PROPERLY ,, ::: • 4. `;7:{ r o-: .. A t , ,: � • :: ,:. 1 MIN. ,n r p - 1 MIN. ( ) : - .. LINE -.,:. , t / �) . : I CAST P'. ,. ;.. ADJUSTABLE i ., t...... ,. :. <, TERFLY SE R MAIN : BUT 5' `: ;. _ ,, ,: - I, M L E BOX' IRON VA V ;. , - , T R BOXES � , , ' , :. ., I , ., VALVE i COMPACTED � �' SINGLE METER BOX AND , . : ,INDIVIDUAL ME E `„ c`� , U TOT . , ,A, '. .: f `, '. % , :. DRANT WATER METER UP TOY WATER METERS P _ , � BACKFILL M J HY , �' o- ,�,� � ,..: ...::.., - - .. -fir ct,,._.. ,,, _, rn ORI G TEE 2" 90' BEND � � L CLEANOUT p BY CI17 OF SANFORD .: :' � :„.:(<,,, ,: w ANCN N � � (BY CITY AF SANFOR) ( ) ),, . ( ) Z ,j SEE NOTE 3 i`. %'''^ aa ,. 1 O SINGLE SERVICE DOUBLE SERVICE :. 1T MIN. 6" L1 e A o REDUCER ` "' .�,' , t ,: s - - _ - - - - 4" WATER t <... , ,. i MIN MIN. I � •` J . o u U " A ( ) 6 FIRE .: k{;V , / Y ANT a 0 0 FITTINGS AS " o ASSEMBLY r.: .,. .-sy.. 1 i` * + , ` u u o o $ �(-'�U� REQUIRED (TYP.) 1 (SEE NOTE 1) CONTINUOUS COLOR ,. ti »:: c q O >r O _ 2 90° BEND CODED 14 GAUGE _ ', �3 W R 6" BEDDING ROCK K PIPE -? ;• +II RESTRAINED JOINT INSULATED COPPER FEBCO 810 ::`I 7 1,:'. r, BEDDING ROCK — 6" E G OF WAY LINE ION STOP ,,'' � ' RI HT CORPORAT LOCATING SVIRE RESILIENT SEAT GATE DUCTILE IRON II I. "LI �. ',: ,� .l�,�. :,I �i �� . I�I I l.III_I �1: II �— !II.I I�,:._�,. I eI I�I I .I. �lI :_li1:�III �,. .� I. ". ,. ; I .I d .! I I I . ,.-..— � �. ��t I I,� .m 1I.1, I:.; I-1,"1.�.,I I . 1I� .�I� 1,': �I, I _I , _I. _. I. . � I ,� I I. � �.� I II, I I � .., . T / i � r . / YALYE AND BOX WATER MAIN &FITTING DOUBLE CHECK NOTES: (POLYETHYLENE TUBING VALVE MECHANICAL JOINT (SEE FIGURE 400) (NORMALLY OPEN) ONLY) 1, ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. "t - BEDDING ROCK WITH RESTRAINERS CURB UNDISTURBED, (np-) SEPARATE TER d— WATER MAIN BOXES 2. NO SERVICE LINE SHALL TERMINATE UNgER A DRIVEWAY. I 2' TYP.) 3, EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH SHALL BE BURIE EARTH l ' ( LOCATING WIRE, ALONG APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A '_ NUMBER OF THE LOT S) TO BE SERVED. q MARKED WITH THE x ,, NOTES: `MAIN (SPLICE SERVICE T x Z" x 18" STAKE WITH THE TOP PAINTED BLUE AMr ,I ./I 'I I: I � �. I11.I. I ..I.� I I , I . %. I '. .I I .I V.. I ". ,I.- .�.,I .,.I:I ,.I_ I I ...� _ r .- I � . � ; .. . I ...�I I .�.d -I! I , L. . I. . I. "I " .,. , I - �I:., 1I .. I . , . . ., , ."- -",,. , . I,� , � .I. .'�I I 1l � �.,� �� �I,I.�l. �I"II�; .I .1,, :. l ., ,�: �, �;, .1,, I I. r1 L�: ".I� � � ,7"1 � ,, �I, *` I ., I..I, .I';I�, I,.. :I II !-:' l. ,I�I ,',II , ,I7 �,II 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR SIDEWALK (TYP.) WIRE TO MAIN WIRE) D WEEP HOLE. 4. METERS 1-1/2' AND LARGER SHALL REQUIRE F.O.E.P: V WITH A PERMANENTLY PLUGGE PERMIrs. " - RIGHT OF WAY LINE 30* - 45' 5. RECLAIMED_ WATER SERVICES SHALL BE PAINTED PURPLE ,(COPPER) OR USE ;7',Yt':, . 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 TAPPED CAP FORD Y202 t; f INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING. , NOTES. . — i d d SECTION. METER BLUE COLORED CTS POLYETHYLENE TUBING. ,', d f I' 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 4. POTABLE WATER SERVICES SHALL BE PAINTED BLUE COPPER) OR USE . 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD 0 LVES SIXTEEN NOTES: AWWA TYPE r ' I 2. ALL'WATER SHUT- FF VA (16) INCHES AND SHALL BE A 12 INCH MINIMUM. NOTES: CC THREADS FORD CURB STOP l: LARGER SHALL BE BUTTERFLY VALVES, SEE SECTION 52.3 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- SY92-323W " r OF THE UTILITIES MANUAL. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING D FITTINGS SHALL BE SCHEDULE 40 GALVANIZED WATER MAIN 8-84, KENNEDY K81A OR GLOW MEDALLION F-2545. 1. ALL 2 INCH PIPE ANOF-WAY CONSTRUCTION WILL ,NOT ALLOW INSTALLATION OF A • STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE STRAIGHT ASSEMBLY. 5.. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH ON JOINTS. TYPE "K" FLEXIBLE SADDLE COPPER OR c7s WATER SERVE CONNECTION DETAIL ) `! SECTION 52.7.5 OF THE UTILITIES MANUAL. 2. COLOR SHALL BE APPROPRIATE FOR USE. POLYETHYLENE J; ' BLOWOFF VALVE DETAIL TYPICAL SERVICE LOCATION DETAIL TUBING (1" MIN) BUTTERFLY VALVE AND BOX- DETAIL , ' FIRE HYDRANT ASSEMBLY DETAIL + CITY OF SANFORD MAY 1997 FIG.. 405 1 r S FORD MAY 1997 IF -FIG. 401 CITY OF SANFORD MAY 1997 FIG. 402] I! CITY OF SANFORD MAY 1997 FIG. 403 CITY OF SANFORD MAY 1997 FIG. 404 CITY OF AN j ...l. � . . � 1. III : � I. .I ; +'� ,✓ ''i. • 11 e . E ,I, I I I I I , I . -. � ' I . , n - I k . _ i d . ..ti 't .,. r , • � C TY OF SA .. 1 I I I I I I • 0) 00 21. W 6 _Ina ® _® pa 0 1 A ¢NI gyp/ C u I t1 rr; � Drawn, hl.P Chocked, NB Date, Scaler A5 NOTED Job No., HB 9ro-286 'r Sh®®tr 1 of S-1 v M _ - __ '.. •. :tv -:. ... ,.,. .... - .... r.... .. , 4 .., t:.0 f y� . :..L.. }.... :..,.. a. 4..r. .. .. .. r. ... .- .. it • ,; .,. i- ,. i'" r, n. it r .,,. : , r . • , ♦ STRUCTURAL DESIGN CRITERIA CsOVEINCz CODES AND SPECIFICATION SPECIFICATION Standard Bui Iding Code, 1994 Edition. 2. Specifications For Structural Steel Buildinge, Allowable Stress Design and Plastic p • Design, June 1, 1989. i8' SAWCUT WITHIN 16 3. Building Code Requirements For 'Reinforced Concrete, ACI 315-59. HOURS OF POUR I STEEL BEAM BY STEEL Q s� BUILDING MANUFACTURER VERTICAL DESIGN LOADS. . r I. Dead Load - 2. Live Load 90 PSF 3. Wind Load: Baelc Pressure 100 MPH Region UP PSF Use coefficients From SBC Chapter 16. 2' DEEP IMPRES510N WIFLASTIC - CONTROL JOINT STRIP LATERAL DESIGN LOADS y EXTERIOR VERTICAL SURFACES: 1/2'x5' EXP. • ANCHOR � 2'-0" O.G. r • I. Wind Load: Basic Pressure W.LUF. AT SLAB 100 MPH Region 6 PSF KEYED JOINT h1ETAL OR WOOD MID HEIGHT Use coefficients From SBC Chapter 16. -PRE-ENGR'D 111 MTL. BLDG. DESIGN 'r GENERAL STRUCTURAL NOTES NOTE: aid' x 5' ANON. AGGE FOR 200 PLF FOUNDATION PROVIDE' SPACING'OF JOINT` A5 CALLED �► 2'-0' O.C. STAGGERED W/ HORiZ. SLOTTED HOLES 2-3i4' 0 ANCH: BOLTS FOR BY SPECS OR AS SNOiLN ON PLANS 10'-0' A5F AT CONCRETE BEAM 1. Foundation design Is based on an allowable soli bearing pressure of 3000 PSP and on BUT NOT TO EXCEED MAX SPACING OF 25'-0' TOP OF PEAi"t PROVIDE HORIZ SLOTTED recommendations made by Elias Engineering testing, Inc. within soils report * 96-134 2 GROUTED CELL HOLES FOR HORiz. MOVEMENT: for Systems 4 Electronics, Inc., dated September 26, 1996. W/ i-S BAR NEXT 2. Refer to the above referenced Bolls reports, for recommendations regarding soil C N TO EACH MTL. BM. DBL COURSE conditions, temporary groundwater control, genera I site preparation, fill placement and h 1 v ®• R ®� ' ®' KNOCKOUT 15L.K compaction requlremente. �S-2J SCALE: W/ 2+'5 T. 4 B. t 3. Contractor shall provide complete reports, prepared by a Florida Registered Geotechnical PROVIDE ACI Engineer, of all monitoring and testing performed to bring the foundation strata within 90 HOOK INTO conformance of design recommendations. Monitoring and testing shall be performed In E3OND BEAM accordance with the project specifications. E 4. Provide 6 mil vapor barrier over compacted subgrade for slab on grade. Vapor barrier shall be lapped a minimum of 6 inches in direction of concrete pour. Care shall be I exercised to prevent damage or rupture of barrier. Where columns, pipe conduit, etc. I , penetrate membranecut around projection and seal with joint tape. M • t CONCRETE v 1. All concrete work shall be accomplished in accordance with 'Spec1F(catlone For 15' Structural Concrete For Bu lid ngACI 301-89. 2. All concrete shall have a apecifled ' m n(m m compressive strength of 3,000 PSI at 28 I0' 10' STEEL COLUMN BY STEEL day8. Ct COL. %ILDING MANUFACTURER 3. Concrete aggregate shall be 3/4" in,accordance with A5TM C33. 4. Submit mix design For review prior to concrete pour. HAIRPIN • r r }iEiNFOf�CEMENT STEEL COLUMN BY STEEL I' 05 HAIRPIN 1. Reinforcing steel shall be in accordance with ASTM A615, Grade 60. I BLDG MANUFACTURER DBL COURSE A 2. Welded wire fabric shall be in accordance with A5TM A185 and shall be placed In the SEE CIVIL DUXsS KNOCKOUT BLK upper 1/3 of the alab. FOR FINISH GRADE BASE PLATE AND ANCHOR BOLTS ' W/ 2+�5 T. 4 B. 3. Flbermesh reinforcement `may be used int eh floor slab, but. may not take the place of OR ASPHALT PAYING 81' METAL BLDG• MANUFACTURER m MID. HT. reinforcement or welded'wire fabric specified in plan. ELEVATION 8' NOTE: -RED METAL METAL BUILDING PROVIDE 52 MASONRY BM. I. All structural mill sections and welded plate sections shall be designed in accordance HAIRPIN ANCHOR {. ABOVE ALL MASONRY OPENING-c5 I5 with the RISC Specification for Structural Steel Buildings. SEE SCHEDULE . 2. All cold -formed steel structural members shall be designed in accordance with the AISC W.W> Specification for the Design of Cold -Formed Steel Structural Members. 1 4 TOP OF SLAB ` 3. The contractor shall submit complete engineering design analysla and erection drawings for the proper identification and assembly of all building components fro review prior to <E......;pp HA��M� fabrication. These drawings shall indicate bolt patterns, transverse cross sections, "-: i' i` sidewall elevations, endwall and roof framing, wind bracing and accessary installation . MASONRY WALL details. I I I 4. The engineering design analysis and erection drawings shall bear the seal of a Florida registered engineer. <s is"'• ' BASE FL AND ANCHOR BOLTS 5. Pre-engineered metal buildings shall be engineered and fabricated to most the AISC SEE PLAN 30' LAP certification standard For Category MB. 3' COVER SPLICE BY-MTL BLDG MFGR. ` MISCELLANEOUS � SEE SCHED. I. Contractor shall brace all construction against gravity, lateral and uplift loads until SECTION lc SEE CIVIL DU,S. 2 FOR FINISH GRADE HAIRPIN ANCHOR structure is complete. 314 OR FINISHLT PAYING 2. Coordinate structural work with architectural plans and all other trades. S_2 SCALE: 4 - I -0 Ire gTEp WWF 3. All construction shall be in accordance with the Standard Bullding Code, Ile Edition. } E'LEVATiON TOP OF SLAB 1 • • •ZA H.. SEE PLAN 3' COVER SEE SCHED. SEE gCHEDULE 4 SECTION-- VS-2) .SCALE: '114 1-.0 M Z Q91 IMMAIA SINGLE COURSE KNOCKOUT BLK. W/2-05 CONT, PRECAST -PRESTRESSED LINTEL w/2-"5 CONT. �9 TOP OF SLAB 1 i X A `s =i .1 , 3° COVER I'-0' 2 0 CONT. (73� SECTION � W ® C1 C Wt 0 ® M. 0 0 CL ~ Co W I f i s 0. i '4P' i l' i Sheet, 2 of 2 , ' 6 , •r g� , r , , N r h -- ,,.•.:r.>r.,., ,r„ ;: ,,.. '.r, •.> r ,.r- ='t»#ru•'�1' JJ-t. wy ^'•Y- era^ — - - -- - - - .. r - As i r , CQNaTf2UCTlQN'N( )TEa WINDOW INDOW SCii" ED II F ENDWALL STRUCTURAL LINE I. THE INTENT OF THESE S DRAWINGIS TO INDICATE THE :SCOPE 'OF"WORK REQUIRED IN �..JL ---'---� OZER 'To CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR OWNER OCCUPANCY. 4-O'H.xS'-O'W METAL SLIDING GLASS WINDOW THE CONTRACTOR AND SUB -CONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE ' PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR 'TO CONSTRUCTION- OF ANY MrL. VERTICAL SUPPORT DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE 8'-O'X12'-0' FIXED TINTED GLASS STOREFRONT 1 @ 24' O.C• PROGRE55 OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND t-/ SEE ELEV. I/A-3. c ROOF - BUTLER ROOFS STEM FIELD CONDITIONS NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BEFORE BEAM (MR-24) PROCEEDING WITH THE PROJECT. 0 6•,-2'XS•-O" FIXED T�,JTED GLASS STOREFRONT 2. DO NOT SCALE THESE DRAWINGS: SEE ELEV. 2/A-3. SUPPORT ANGLE 3. UNLESS NOTED OTHERWI5E, DIMENSION ARE FROM .FACE OF MOAT NEW CONSTRUCTION. 3'-O'X8'-0' FIXED TINTED CLA55 STOREFRONT SEE ELEV. 4/A-3. � - I—�_----- ------ --__._ - 4. INSTALL GATT INSULATION OVER NEW ACOUSTICAL CEILING 5Y5-ren I"° INI oo ULE `• RACHANNEL ams"D INSULATION WITH PAC - FACIA PANEL PUN VAPOR RETARDER �� PUR I. ALL NEW GYP. BD, WALLS ARE TO BE PAINTED' WITHIN OFFICE SPACE (� �`o - MODULAR SOFFIT SrfSTEM DOOR `✓ PA12 3'-0" x7'-O' ALUM/ GLASS OR. & °ENDWALL ROOF PAINTING SHALL BE AS FOLLLOWS: `N/ r1TL. FRAME 3'-0' HIGH TRANSOM PAINTING BY DOOR MANUFACTURER FLAT STOCK FLASHING- --- BEAM — -"" (2) TWO COATS OF LATEX PAINT 3 PAR WNGES COLOR TO BE SELECTED AND APPROVED BY OWNER FLUSH BOLTS TOP & BOiTOM OF INACTIVE LEAF "- "- - "-"--`-----_- R-lq BATI 2. ALL WALLS WITHIN NEW OFFICE SPACE ARE 'TO HAVE ME GAL THRESH5• OLD -3' CLOSERS 0 EACH LEAF 4' VINYL BASE, COLOR TO BE SELECTED OWNER. PUSH/PULL HANDLES @ EACH LEAF \---ACOUSTICAL 'TILE & GRID 3. ALL INTERIOR DOORS & DOOR FRAMES WITHIN THE LIMITS OF WORK WEA rHER5rRiPPiN1G 8" CONCRETE FILLED "BOND — BEAM" BLOCK •REINF. PAINTING SHALL BE AS FOLLOW5: DOOR o 3'-0" x 6-8" MTL DR. W/ MTL FRAME `'�� (1) COAT SEMICLOSS ENAMEL OVER EXISTING PRIMER BY MTL. SLOG MANUFACr. ~ -- RICO INSULATION BETWEi COLOR "TO Be SELECTED AND APPROVED BY OWNER LOCKSET 4. 26 Ol., GLUE DOWN CARPET IN ALL SPACES EXCEPT FOR TOILET 1 1/2 PAIR HINGES CLOSER ROOMS AND KITCHEN METAL THRESHOLD 8" REINF. CONC. MASONRY -_ ENDWALL POST 5. V.C.T. TILES SHALL BE IN ALL BATHROOMS AND KITCHEN DOOR `C PAIR 3--0" x 6'-8' WD DR. W/ SINGLE TEMPER CLA55 INSET ==-= 6. NEW 2'x4•ACCOU5TICAL CEILING W/ METAL GRID. IN METAL FRAME W/ 1'-4" HIGH TRANSOM --- - 7_ NEW 12X12 CERAMIC TILE @ ENTRANCE TO BE 5ELECTED BY OWNER. LOCK_5ET ® ACTIVE LEAF / -MASONRY TIE; OR ANCHORS IF REQUIRED 3 PAIR HINGES (NUT BY BMC) _ 1 FLUSH BOLTS 10P & BOTTOM OF INACTIVE LEAF - - _ ___ _ _._. __-- --_ .__ _ 11ETAL tHRESHULD�<< \ - __._ _ FIJRR OUT &BOE GYP. 8 C i _. CLOSERS EACH LEAF` �I ?0'-0" 20'-0' 1r- �� - W/ 3/4 2O-U" MTL. FURS~ STRIPS @ 24" c DOOR 3--0" x 6--8' WQ. DR. W TEMPERED GLASS :NSET I VINYL BASE IN METAL FRAME LOCKSET o 0 1 1/2 PAIR^HINGES BOND BEAM TU CULUMr� �- --{ r. .I c� neev.P �, unu r.ree won en..nv ��CC •, — -- _ 1- _1 : >•.'�'i' -Wt, I u666 %u,- Z -- R-Iq MIT N5ULATION CONTINUOUS (TYPICAL) Q 7 co (f) 0 0 w < ACOUSTIC CEILING ILE & l< CRiO 0 12'-0' A.F.F. S66)(2,11 CYID cq cq i ACOUSTIC. CLG TILE AND CRIO AND C� N N RESWOOM5 AID KITCHEN AREA � .1-4 � 8'-0' A.F.F. 0 - -- 3 5/6' 25 GA. MT. STUDS 0 24' O.C. W/ 112' GWB ON EACH 5111E STRIPS. rn c,7 --- 4' VNYL ME 0 > Cfj C/1 � C7C7 --` - REFER TO FINSH NOTES FOR CCS FINISHES IbiD W L IIIItn Z o o. o WALL SECTION 7 LJ I I I - — - — rOf{ rVUNUA I IVN NOl e5 ' d t' �� _ CERA C TILE 1 r( & PIh1ENSI0NS 1-- - -f o -FLOOR - SEE,.+ FINISH NOTES _ _ j I I I DOOR F 3'-O" x 6--8' H.C. WD. DR. W/ WE). FRAME d _ I- _ _ __ _•_- �- - I PUSH/PULL PLATE Q . 1 1/2 PAIR HINGES FQONT WALL SECTION GLOSR -- -fU¢0 ' p,SCALE: 1/2' 1'-0' a d I L_ -J _ _ I I DOOR 3 -0" x 6' 8' N.C. ND. UP. W/ ND. FRAME I I I I I ICID PRIVAC( LOCKSEr I 24' X 36" FIIRQ02 1 1/2 PAI2 HINGES _J DOOR STOP DOOR OH 3 -0" x 6-8' N.C. WD. DR.. W/ WD. FRAME Z _ _ .- - __._ _ _ __-__ _. _ ._ -_ _ ___ _ _ _- _-•--_ PASSAGE SET y 11/2 PAIR HINGES I DOOR 5 roP t O I I DOOR �� I7•-6'X q'-O' ACCOROIAN D002 -_ _ _ ?' I NUUUFULD SERIES 3300 -177 I I I PEN OFFICE AREA I I I OR APPROVED EQUAL -1 4d" —1 z COLOR TO BE 5ELECTEO BY OWNER s- ,� :� " g --- INSULATE DRAIN (PIPE. o - ' I �- L_ _ I- -I �- -( I r-' ..) ^ I '� .� --� �, - -__.. _._- _- HOT WATER LINE 1 o :TOTE: ALL HA2DV/ARE 15 TO MEET ALL LOCAL, `' STATE, AND NATIONAL CODES LEVER HANDLES t, _J _ L_ _ :._. _J TO BE USED FOR ALL DOORS WHERE REQUIRED B^( CODE. BASE - LL_. __J FURNITURE .TO BE SUPPLIED BY OWNER - �_ j o -, I SEE FINISH NOTES � c— - 6 s a-o i -.- -- - -_ I A I VATI SCALE: I/d4 1'-0' 5 V TI A SCALE: I/4' 1'-0' SEE ENLARGED ll� I -- FLOOR PLAN r=r=r r-1 - ----- -- -_ — --- - �� 4 �, J - .L O `� - 0_/ ' j 42' H. GLASS 24' X 36' MIRROR ( �- N , I , FLOORNC To BE V.C.T. TILE 1 MIRROR 4 ' 4 r I I I I III . 2 II I I (-_- Ll -,- �- III II Ig'-0" . N PA_$ • s 5 I , P1-lo>`tE I E A-3 U WA K-Ir, 1 1 �YIv1 I o ]o 7 I CL05ET Q MIT.----- I I 1 0 WOMEN I o I I o r-r_-�- F- n 11 I I I I HANOI AP, - u I - - _ 1 SHOW R KITCHEN •I� � OR APPROVED EQUAL PLOOR C COLOR TOUBEEgFLECTEp AY PLASTIC T►-ETOWNER t'ROM E: TOILET T MANUFACTURER'S a I i- - I r - nvc 7rl"vcJ O KITCHEN STANDARD COLORS--v j� f I 2 - A_� ( BOBRICK SURFACE MOUNTED MULTI -ROLL TOILET TISSUE HOLDER, CONF€RENCt/TR.AINING OM I c I 1 0 % �� I I -6'_) • [- - I BARRIER FREE SHOWER I — , _ - _ --- r10DEL N0. B-288t� OR APPROVED EQUAL. - I _ F 1UR P VNGla'f WN R �` CRATE PLL"NNIC SUPPLY � 0" �- Eli #ADA3636 OR APPROVED EQUAL g _. 7 0013RICK SURFACE MOUNTED PAPER TOWEL HOLDER, MODEL A_2 ------ NO. B-262 OR APPROVED EQUAL, \ _- - �-•1-.------ � � `�✓ M_ - -==1�- _�-- - n - - _ 1/2" DIA. GRAB BAR5, BRADEX - SIZE AS INDICATED ON DRAWINGS PROVIDE BLOCKING AS NECESSARY I 4I'-b IS'-6" 1 6 -0" 3"-b' NOTE: ALL TOILET ACCESSORIES ARE MOUNTED AT HEIGHTS IN CONFORMANCE fi- ------ -- /�----- / f WITH ADA AND FLORIDA HANDICAPPED CODESNN . 8 MN. _ 6 MAX.E MW. MAX iM w (11 �u- 4, � f Q A 6 G D ACCORDIAN. DOOR - SEE DETAILS 8 cute -c[Epu cx 'o -I }- SHEET A-2 A-2 17 MIN, EGUPMENT PERMITTED IN 5HADEP AREA oevrr+ v j: Ci 6 ENLA E FL P PLAN Q W z 0 uj A I SCALE: 1/4' = 1' D12INKING FOUNTAIN 1- o Q w w FLOOD' PLAN. MOUNTING DETAIL 9 L/�►VJAT RY ETp,IL o a. o �• :v� • I A I A•1 NOT TO £SCALE SCALE: 1/8" N 1. 0' - NOT To SCALE —1 v _ , F ........... .. .::.. .l. ... .. r r"' r r". .• "'r." n, ey .,.,v..-r:••,... , {{ ,J • r 5 POOP. I Q� Q 1 I 4 2, I \\ - -- LL 0 " ` - LL FI t - 4' BACKSPLAS Lu 4ILL ___ Q - O o J 3 0' BASE ��,../jPLASTIC LAMINATE _ %� 18 F SURFACED CABINET SEE INISH NOTES TOILET ACCEaS IES LEGEND b W IV1EN' ATPPM � 1VOMENS BATI-aRM 0 BOBRICK HORIZONTAL SOAP P15PEN5ER, MODEL NO. B-40 -I j SCALE: 1/4' = 1'.o' A A -I I SCALE: 1/4' = P-0' I IN n ou m r I ---,I I—T-I- 17'-6' — 2'X4' 5U5PErI0ED ACOUSTICAL TILE AND GRID CEILING — BUILDING 5TANDARD FLUORESCENT LIGHT FIXTURE — 2' X 2' BUILDING 5TANDARD AIR SUPPLY GRILL — EXHAUST FAN- 5EE NeCHANICAL PLAN. Q RECESSED DOWNSPOr EXl i — EXIT LIGHT — CEILING FAN GYP. BD. SPACE FOR DETAIL, SCALE: N.T.5. q _ 5' SPACE FOR rICROWAVE 4BACKSPLASH TOR I� K I TCPEN ELEVATION SCALE: 1/4' - I'-0' 2- M WOOD BLOCKING )TE: ACCE55 TO TRACK ANGER BOLTS NECESSARY IF DJUSTMENT AFTER INSTALLATION REOURED L, 8k PA BE SCALE, V = 1'-0' SCALE: 1/4' - 1'-0' .��r mic4n. 1 Lf tl l•G 5UE"T SHOP DRAWI`!GS PROIR TO FABRICATION a, a i 0 NOF EN fo � -' ACCORDION POOR, � I wil-I'm 1 191Rm6WAK47A 55. KITCHEN SINK — ANO NECMARY FITTINGS OR EQUAL f SHOWN ON 1ENANT DRAWINGS. P. LAM ON 314' PART. BD. BACK SIDE 5PLA51-ES AND COUNTER TOP , ., ,, ., , ,: _ ,, ., .. .. , , ,, .. •.. `w "t' is r , Y QONCRETE AND MASONPY NOTES 14. MASONRY WALLS SHALL BE RUNNING BOND CONSTRUCTION. 15. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEOOEP,N MORTAR OR I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL GROUT WITH A MYNIMUJMI COVER OF 5/8' WHEN EXPOSED t0 EARTH OR WEATHER AND 1/2' AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE WHEN NOT EXPOSED TO EARTH OF WEATHER. PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. L N CT I 16. REINFORCING, STEEL SHALL BE NO. 5 BARS. WHERE TWO NO. 5 BARS ARE REQUIRED WITHIN 2. CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY W ACCORDANCE THE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE SUBSTITUTED. Q N WITH ASTM CqO OR C 145 AND ;HALL HAVE A MINIM N NET AREA COMPRESSIVE STRENGTH WHEN TWO BARS ARE REQUIRED IN THE SAME CELL 02 BOND BEAM, THEY MAY BE BUNDLED. co OF MOO PSL 17. FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE 3' IN u 3. MORTAR SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH A5TM C 770. IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGANST AND PERMANENTLY IN CONTACT WITH DG MTL. ROOF PANELS B'f MTL. OLUG. MANUFACTURER 4, GROUT 5EIALL HAVE A MAXIMUM COARSE AGGREGATE 51ZE OF 3/W PLACED AT AN 8 TO II THE EARTH; OR, 1 1/2' FOR NO. 5 AND SMALLER BARS, AND 2' FOR NO. 6 AND LARGER BARS INCH SLUMP AND HAVE A I' MUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 P5I AT 28 WHERE CONCRETE IS FORMED AND WLL BE EXPOSED TO THE EARTH OR WEATHER. DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 101q, OR IN ACCORDANCE WITH ASTM C 476. 18. FOR GASt-W-PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO WEATHER, THE 5. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STREN014 OF 2500 PSI AT 26 DAYS. NINI" CONCRETE COVER FOR RENFORCING SHALL Be 1 1/2' REGARDLESS OF BAR SIZE. FOR CAST=W-PLACE BONA BEAMS WHERE CONCRETE IS EXPOSED TO WEATHER, THE MINIMUM 6. REINFORCING STEEL SHALL Be MWMIUM GRADE 60 AND IDENtIFIEO IN ACCORDANCE WITH ASTM CONCRETE COVER FOR REINFORCING SHALL BE 1 1/2' FOR NO. 5 BARS AND SMALLER, AND 2' ---------- _ A 615, A 616, A 617. OR A 706. FOR NO. 6 BARS AND LARGER. pp _r T I _ 7. JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING Iq. REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (MtUOING STANDARDS: (1) ASTM A 82 FOR JOINT REINFORCEMENT AND WRE.ANCHORS AND TIES, (2) ASTM GROUT) OF ?OR MASONRY UNITS WITH OSEDO EARTH OR NOT LESS THAN ' FOR FACE EXPT I L`- I 12•_p I MTL. WALL PANELS BY MTL. BLDG. A 36 FUR PLATE, HEADED AND BENT BAR ANCHORS, (3) ASTM A366 FOR SHEET METAL ANCHORS WEATHER, AND I I/2 FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. MANUFACTURER ANO TIES. Ur),� -0 I fi 20. A SOIL OR WASTE PIPE OR A BUILDING DRAW PASSING UNDER A FOOTING OR THROUGH A fw --r. 6. METAL ACCESSORIES FOR USE W EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR THERE SHALL BE BUILT m O o wQ i C� U U1 TT TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, GLASS B-2. •--� METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED PA5 THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPES SIZES GREATER THAT THE PIPE yC IN ACCORDANCE WITH ASTM A 641, CLASS I, PASSING THROUGH. 21. FOOTING SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH q. A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, WALLS, AND ROOFS SHALL BE PROVIDED. FOOTINGS ARE LEVEL. THE BOTTOM OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE (n I APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED W THE FO"ATIONS SHALL Be A MINIMUM OF 12' BELOW FINISHED GROUND LINE.to f'f I STANDARD BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S > �; cco RECOMMENDATIONS. WHERE FASTENERS ARE NOT OTHERWISE SPECIFIED FASTENERS SHALL 22. FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL ,� , co i • BE PROVIDED IN ACCORDANCE WITH TABLE 17p5.1 OF THE STANDARD BUILDING CODE (5EE REINFORCEMENT W TH'E FOLLOWING LOCATIONS: (1) AT ALL CORNERS (2) AT WALL ENDS (3) AT EACH SIDE OF OPENINGS. DISTRIBUTE OpD SPACES EVENLY BETWEEN CORNERS AND � APPENDIX E). UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS. OPENNCS. SEE DRAWINGS FOR OTHER LOCATIONS. � ELEVATION -' ALUM. & 1NTE0 CLASS STOREFRONT 10. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION WALLS, SLABS AND OTHER CONCRETE SHALL BE LAP WHERE NECESSARY OR DESIRABLE, 23. VERTICAL WALL REINFORCEMENT CLASS 'C' SHALL BE LAP SPLICED TO FOUNDATION DOWELS AtEAS co GCS 00 C" -SPLICED, BY WIRING LOCATIONS SHOWN THUS 10 . ALL FOOTINGS DOWEL BARS SHALL HAVE A STANDARD q0 TOCEfHIER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 40-BAR DIAMETERS OR 24' MINIMUM, DEGREE HOOK AND SHALL BE EMBEDDED 5' INTO 6' FOOTNGS. DOWEL BARS SHALL LAP •-) t-, A-3 5GALE: 115- - 1'-0. WHICHEVER IS GREATER. VERTICAL WALL REINFORCEMENT A MINIMUM 48 DIAMETERS. 47 11. ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL WIDTH OF FACE 24. ALL VERTICAL WALL RENFORCEMIENT SHALL BE 1ERMNMEO IN THE BOND BEAM WITH A SHELLS. MORTAR JOINTS FOR SOLID MASONRY SHALL BE FULL HEAD AND BEO JOINT5. STANDARD HOOK, THE HOOK SHALL EXTEND TO THE UPPERMOST HORIZONTAL REINFORCEMENT pj 12. BED AND HEAD JOINTS SHALL BE 3/8' THICK. OF THE BOND BEAM AND SHALL BE EMBEDDED A MINIMUM OF 6' INTO THE BOND BEAM. 13. THE BE0 JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO 25. PROVIDE CLEANOUI AT THE BASE OF ALL MASONRY CELLS CONTAINING VERTICAL REINFORCEMENT d VARY IN THICKNESS FROM A MINIMUM OF 1/4' TO A MAXMUM O- 3/4'. FOR INSPECTION PRIOR TO GROUTING. , SPLIT FACED BLOCK i 26. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. ME AL AS IA B MT B D MANUFACTURER -- 27• DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. DISCREPANCIES . z�� OR ERRGRS TO BE REPORTED PROM1PfLY TO SUPERVISOR FOR CLARIFICATION. I 18. 8° I L r _ Pam 00 0 0 L1 L . _ I SUSPENDED FROM STRUCTURE ABOVE U - L - _ - _ _ _ _ - I a CD . T / / o T U% L� _ i - r Boom 12. \ _ ALUM. & iNTEO GLASS STOREFRONT -7- - - -- -- - VrEST ELEVATION GLASS TO BE TEMPERED S }--- A-3 SCALE: I/a' = I'-0' MTL. ROOF PANELS BY MTL, BLDG. MANUFACTURER R-Iq INSULATION r j i i 17 r r tr i r. it MTL. SIDING- 60•-0' s -- MTL. WALL PANELS BY MTL. BLDG. MANUFACTURER 9 w U/ FfJ�r IIIIII��JC-�F�I"'' --- - - - MTL, WALL PANELS BY MTL. BLDG. MANUFACTURER I / I In �I! �l III It _ _ =J 11 L_.' 1 ! _-_.Jl N QTP ELEVATION 5GALE:1/a' 1 I'•o' F_- J - i/ J ' ;--T-r [__-_ METAL FASCIA BY MTL. BUILDING MANUFACTU'REf a :.rl.Jl=.t,.J1'Vi1 v vC-- I AA L 5 CROSS SECTION n-a uj A_3 SCALw I ux r o SCALE 11 • I-O t r - :, , r-L..UPAD 1 ivv ivV I La 1. ALL WORKMANSHIP, AND MATERIALS SHALL BE IN STRIC( I ACCORDANCE WITH APPLICABLE LOCAL CODES, ,RULES AND Wct HANDICAPPED WATER CLOSET - WHITE AMER. STD. .2216.143 HB' i� \` �� HB `f FLOOR MOUNTED, WITH TANK, 12" ROUGH -IN N I _ ` ,:__ �._ ter'__F a= 3 i ' . _ _ _ :__._.: - - >- ORDINANCES. :`t , a-r----�_._ _-- ---- _. .. _. _ 1. 6 GPF, ELONGATED `J i ;,�=v + �( ; 2. ALL MATERIALS SHALL BE NEW, OPEN FRONT, LESS COVER SPERZEL 50EWSSCH RF RMEU BY A LICENSED PLUMBING WC2 'WATER CLOSET ALL WORK SHALL BE PE - iJJH I TE AMER. STD. 2174..'139 0 j G CONTRACTOR IN A FIRS'( CLASS WORKMANLIKE MANNER. THE FLOOR MOUNTED, WITH -TANK, 12" ROUGH --IN I ! ' 4'•. P, TEDCOMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 1. 6 GFELONGA OPEN FRONT, LESS COVER SPERZEL_ 50EWSSCFI i i I r i ui > 4. REQUIRED INSURANCE SHALL BE PROVIDED'BY THE CONTRACTOR 1 FOR PROTEC(ION AGAINST PUBLIC,LIABILITY AND PROPERTY DAMAGE L1 HANDICAPPED LAVATORY, WALL HUNG _ WHITE AMER STD 0356.015 FOR THE DURATION OF WORK. FAUCET: 8" CEN fERS. 5-3/8" SPOUT, ; , � 4" BLADE HANDLE CHICAGO 786-E3 HA CURE AND PAY FOR ALL PERMIf.S, FEES,' PROVIDE 2X6 WOOD WALL REINFORCEMENT ;! N 1 5. CONTRACTOR SHALL SECURE I ; _� • ir� INSPECTION AND TESTS. _ _ ____ _" — 1 ' CIO L2 LAVATORY, COUNTERTOP - WHITE AMER STD 0476. 020 > �' _ _ _--- -• _--- _ — --__ _-- _ -_ _ c� 6. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT VITREOUS CHINA, SELF RIMMING, 20X17 LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8" CENTERt, .5 SPOUT, 4 AF<M METAL HANDLE CHICAGO 404A 7. ALL WORKSHALL BE COORDINATED WITH OTHER TRADES TO S1 SINK DOUBLE BOWL ELKAY DLR-3322-10 AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 8" CENTERS, 8" ;POUT, 4? LEVER HANDLE CHICAGO 201-317 + od PROVIDE 3/4 HP DISPOSAL � R HA GUARANTEE ALL MATERIALS & WORKMANSHIP 8. FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR EWC ELECTRIC WATER COOLER ELKAY EBFSA-8 E, CONTRACTO S LLbb Q FROM DATE OF ACCEPTANCE., CORRECT I'ON OF ANY DEFECTS' SHALL BE �, t� HB HOSE BIBB CHICAGO 387-E27 COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE I � elo REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION W/ VACUUM BREAKER Cl) 00 WHICH MAY HAVE BEEN DAMAGED. FD1 FLOOR DRAIN JOSAM 3000-A, ( oI tin � L_ 9. PROVIDE 6 SETS OF SUBMI(fALS FOR REVIEW BY ARCH/ENGR FLAT STRAINER PRIOR TO PURCHASHING ANY EQUIPMENT OR MATERIALS. SUBMITTALS c JOSAM 3000-E3, I di SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY D2 FLO)OR DF A I N CONTRACTOR. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT FUNNEL STRAINER ' REVIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL A`f ARCH/ENGR DISCRES"PION Y11TH NO ADDITIONAL COMPENSATION -To EWH ELECTRIC WATER HEATER RHE.E_M 61VP20S � �" � CONTRACTOR. 20 GAL., 4. 5 KW, 2J8/1 VAC I �` 10. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON SH SHOWER HANDICAPPED FIAT MH-318 ALL MECHANICAL EQUIPMENT OR SYSTEMS, 4., I •3 SIZE, INVERTS AND ALL EXISTING Fco 1 1. VERIFY LOCATION,'S E, � r � EC0 UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 1 A •,1 1 } � � - Imo— •� L I ''' �� 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE CONTROL VALVES AND ACCESS PANELS. 'HCI 13, DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL. DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. �' �c 1 Di 14. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH HB _ _ _ ` ' L1' ,f: L2 \ / — -_ -- _- - :Ti —+o--�- ISOLATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL,C/15/16. I r !'- EWC 3/4J tHB FILL VOIDS BETWEEN PIPE & WALL/FLOOR SLEEVES WITH FIRE RATED _ _- FOAM. Fro EWH ABOVE 15. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS a CEILING PANELS IN RATED WALLS MUST MAINTAIN *THE SAME RATING. ALL " t r �+ ACCESS PANELS MUST MATCH THE FINISH OF THE WALL IN WHICH I T • , Frj 1 IS INSTALLED. � � 1 16, NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL EQUIPMENT ROOMS. 17. ALL HOT WATER PIPES UNDER SINKS SHALL' BE WRAPPED AND INSULATED WITH HANDI-SHIELD WRAP OR EQUAL. 1 18. INSULATE ALL HOT WATER LINES WITH - 1" THICK, { - t --- _ FIBERGLASS. i 19. WATER PIPING SHALL BE TYPE "L" COPPER. 20: SOIL, WASTE, AND VENT PIPING SHALL BE PVC. - FLOOR PLAIN� LUMBI NORTH SCALE. 1 /8" = i' o" ,-/ o < IL o j H0 a 1L • - ( - o 1-1/4" STRUCTURE " U 4ECO,. 1L CEILIN _ _ 0 0- 0 VACUUM RELIEF VALVE —HOT' & COLD WATER PIPING 3/4,. GATE VALVE IN CEILING SPACE OR AS mot' 1/2 � L1 ,�� i f 4 ('TYPICAL) SHOWN ON DRAWINGS Fro I 3/4" �� i ��` 2" �i' 1� r ---TEMPERATURE AND PRESSURE1/4"T +/C1 UNION HB r '� i - �, ' ���'� L 1 (TYPICAL) RELIEF VALVE AS REQUIRED { ( ) BY LOCAL CODE d ��, 3/4. tWC2 WATER HEATER (EWH) PIPE, FULL SIZE OF r&P ' 1"- - JI SEE SPEC I F I CAT I0 RELIEF VALVE, TO DRA i NPAN +• E'NC 3/4" _ L 1 \ �' ' 3" 2 / _1 ` I i 1' I L HB j DRAIN VALVE Lx #3, ' / // i ISH >C`.3 ' 124 GAUGE CALVANIZEU co a" I wC d n� SFIEE(METAL OR 60 MIL. HIGH j) 1' DRAINLINE TO JAN SINK 1/2"' 3/4 /� I•'%�� I 3" r+C1 IMPACT PLASTIC DRAINPAN. � x t � ��� -'' iN 3..FD1 wC2 :3"FU1 `� PROVIDE PLATFORM CONSTRUCTED OF I r r EWC I `z }� ``� --� 2" ANGLE IRON 2FRAME SUPPORTED I TH "' a \ )/4 `/ if �� L 1 \`��� PEAL SEAL uj DEEP BY 1/2" ALL -THREAD RODS, OR AS 3/4"\, ��' !: ��.TRAP TRAP APPROVED BY THE ARCHITECT, a - p / i 51 ` �.l FINISHED FLOOR--,,v~i a L2 1 4" �, / C) LL O -- a Q WATER HEATER DETAIL �� RISER ��2" SANITARY RISER �( z ',7 °� � m NTS FCO NTIS ``l ' I 1 (-1 F - CL� 0 NT, t r 51 V Ll! N W Z w � � 2.. 2 FD2 l;J W ---) o W �� 27 - E( nv ni r W „b q.. N.... , ,A, I- A GENERAL NOTES: DUCTWORK ACCESSORIES NOTES �►9S'D 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, 1- ALL DUCTWORK SHALL BE AS FOLLONS: LEGEN EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND ,SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A o) SUPPLY - CERTAINTEED 1-1/2" 3/4 LB FIBERGLASS DUCTBOARD COMPLETE SERVICEABLE MECHANICAL SYSTEM. WS WALL SWITCH b) RETURN - CERTAINTEEU 1-1/2" 3/4 LBFIBERGLASS DUCTBOARD ACCORDANCE .WITH ALL - APPLICABLE TO BE INSTALLED 1N R_6, 0• SD SMOKE DETECTOR 2. ALL MECHANICAL SYSTEMMSS SECTIONS OF THE NFPA { d) FLEX DVCT - THERIAAFLEX G-KM R=6. 0. l ! ___. _j_-_,�- ~: STANDARDS, ANSI STANDARDS. THE LOCAL BUILDING CODE, PLANS e) 0/A -GAL`/. SHEE iMETAL 'N/ 1" 3/4 LB WRAP � HEAT DETECTOR (FIRE STAT) { : �.� AND SPECIFICATIONS. f) EXHAUST - GALV. SHEETMETAL I - ' `/ THERMOSTAT i 1 3.- ALL MATERIALS SHALL BE NEW AND ANY DAMAGED EQUIPMENT 2. ASSEMBLE, INSTALL, AN p SEAL DUCTWORK IN ACCORpAPlCE WITH f SHALL BE REPLACED. O KEYED NOTE+ 1 U) SMACNA "HVAC DUCT CONSTRUCTION STANDARD UNLESS OTHERWISE U) NOTED ON PLANS CONSTRUCT DUCTWORK TO 2" DUCT CLASS, SEAL EF 1 O 4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, EQUIPMENT TAGt (ex,EF-1) GLASS "B", AND LEAKAGE CLASS 12. 1 + , EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR PD r� PD PD PD pp - PD ! U) AFTER C.O.SUPPLY AIR DIRECTION ``f 1a' I !o"a 14"� 14' a 10 m 14' li ' 3 SEAL ALL SHEETMETAL DUCTS JOINTS WITH ftC0 ;3 MASTIC. j 375 225 375 375 225 325 1 j RETURN AIR DIRECTION 5. PROVIDE 6 SETS OF SUBMITTALS FOR REVIEW BY ARCH ENGR w , / 4 MAKE .JOINTS FOR DUCT WRAP AND pUCTBOARD WITH GLASS PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM ? SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY THICKNESS, RCD #9. UDC UNDER CUT DOOR CONTRACTOR. SUBMITTALS SHALL ,HAVE A SUMMARY SHEET SHOWING 1' MIN UNLESS INDICATED ALL SCHEDULED INFORMATION, ANY EQUIPMENT OR MATERIALS 5 CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND PRODUCTS FROM DAMAGE. INSULATION PRODUCTS SHALL NO"r BE SUPPLY AIR DUCT OR GRILLE i f ' REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL ALLOWED TO GET WET. INSULATION DAMAGED A5 A RESULT OF ! ' COMPENSATION TO CONTRACTOR. MOISTURE, VANDALISM, OR CONSTRUCTION TRAFFIC SHALL BE RETURN AIR DOCTOR GRILLE L j _ _.„� _ , REPLACED. -00 � C�- 6. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON EXHAUST AIR DUCT OR GRILLE ; Z:' • ALL MECHANICAL EQUIPMENT OR SYSTEMS. 6. PROVIDE BUSKIN "GIBD2" TYPE "B" FIRE DAMPERS WITH 'I0 , PD GRILLE MARKER, INDICATES �0 )XO ACCESS DOORS WHERE INDICATED ON PLANS. 16 16� ;i 16 8"b TYPE 'PD' GRILLE WITH 8' ROUND ' USE RADIUS RECTANGULAR FITTINGS OR TURNING VANES IN ALL 150 NECK, BALLANCE FOR 150 CFM. u, PD PD PD W PD PD pp MECHANICAL EQUIPMENT NOTES: S!JPPL'f DUCT ELBOWS, CONICAL BRANCH TAKE -OFFS, SPLITTER 14`0 14"D 10'm _ -14 D FLEXIBLE DUCT, SIZE T❑ MATCH 350 10"o 14"DI( DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL /""`�\ 200 300 300 200 DIFFUSER NECK SIZE, UNLESS 300 1 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED EXTRACTORS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS- �.• WHERE APPLICABLE AND RATED FOP. THE REQUIRED SERVICE, OTHERWISE INICATED. PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL 8. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.] 1 NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FLEX DUCT COLLAR W/OBD Q FUNCTION PROPERLY. 9, PLANS ARE DIAGRAMMATIC IN GENERAL DUCT OFFSET; HAVE SPLITTER DAMPER Nor BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS j r, �f J� '.r.`1 2, ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES. 45 DEG TAP WITH DAMPER 25/50. 10, TERMINAL- AIR DISTRIBUTION DEVICES SHALL BE TITUS AS DUCT TRANSITION 3. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 FOLLO'XS �---! • bIo =v E- VOLT RATED AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT RATED OPPOSED BLADE DAMPER COBD> C� , PANELS AND DISCONNECTS: PROVIDE ADEQUATE SIDE CLEARANCE PER a) PD PERFORATED DIFFUSER PAS AND PAR. NEC. b) PAC RETURN AIR GRILLE MODEL 350FL. FIRE DAMPER WITH ACCESS DOOR 4. PROVIDE MOTOR STARTERS FOR ALL MOTORS. 16 1�6 It6 j' 16 16 LO It 5. PROVIDE FIRE STAT IN THE RETURN AIR DUCT' PRIOR TO ANY COORDINATION NOTES: �1 16 OUTSIDE AIR, USE MULTIPLE FIRE STATS IF REQUIRED. PD PD PD PD PD 1. A/C CONTRACTOR SHALL BE RESPONSIBLE TOCOORDINATE HIS 12"1 PD (✓ 6. PROVIDE IONIZATION "TYPE AIR DUCT SMOKE DETECTORS WITH WORK FOR SIZE, LOCATION, CLEARANCE. ACCESS AND ELECTRICAL j 250 00 225 225 200 14 D cf ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU`S VK 300 CHARACTERISTICS 'XITH ALL OTHER TRADES AND TO PRO`IIDE SHOP SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL: SMOKE DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DETECTORS SHALL BE BY ONE MANUFACTURE, COORDINATE VOLTAGE DUCTWORK OR EQUIPMENT. SHOP DRAWING 'HILL INCLUDE BEAM OR D 20 ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 16 1 BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHALL SHUT i DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING 2. 'HALL, ROOF, AND CEILING OPENINGS INDICATED ON � - - i EQUIPMENT SERVING THAT COMMON PLENUM. PROVIDE REMOTE CONTRACTOR DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL RAG H OA { Ei DRY WELL ANNUNCIATOR WITH PIEZO ALERT IN OCCUPIED AREA. SMOKE DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND E 2 I TYR OF 4 DETECTOR SHALL BE "SYSTEM SENSOR" - DH400ACbG WITH 21-390 FIRE RATED AS REQUIRED, ADJUST OPENINGS } 4 j6 x2 T -- -- -.- - ANNUNCIATOR OR EQUAL. _, l 3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND 20-<16 C I 4? 20�16 I UnW CU < 7. PROVIDE ANS. AFT DAMPERS ON ALL EXHAUST FANS AND/OR ! i `� / D / RE'G I STERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND � f• f��`JI 1__� INLfNE FANS, ARCHITECTURAL ELEMENTS AH i AHI J• I 1 �; 2 AH 8. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO 1 PD 4. COORDINATE LOCATION OF A/G UN I rS, THERMOSTATS, FANS AND - - pp - ' PD i �D'X �CU ' T i : ;\J ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FANS DUCTWORK WITH BUILDING STRUCTURE ANU OTHER TRADES SO THAT NO i 850 8"6 �` EF„j :_ ! a A \J 4 USED FOR GREASE EXHAUST.. INTERFERENCES OCCUR. IL� 150 4OA A 7= CA 8"0 PD _r l_ ; t 9. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT S ' 5 IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C ; , I �• 20 CU AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS CONTRACTOR TO COORDINATE THESE AS REQUIRED-, Nor i �J O W RECOMMENDED BY MANUFACTURER FOR QUIET AND VIBRATION FREE 3 OPERATION. 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN 20 16 NAT!IRE, 21) AND ARE TU BE READ IN CONJUNCTION 'NI fH ARCH. -_ 10. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPINGPD -{ _ �• '(nw D Cu ® 4 ` VTR OR EXHAUST OPENINGS: UFFSr_75. BENDS AND TRANSITIONS 'HILL BE REOU[R'cD TO PROVIDE _OA AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE 10'a16 -r- RAG 16 200 I t I 16 RAG 11. HVAC CONTRACTOR SHALL 'TEST AND BALANCE ALL MECHANIC PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE {1 24X24 24X24 ! EQUIPMENT AND AIR DEVICES,, EXTRACTORS, DAMPERS, A/C UNITS, OWNER. FANS, ETC. TO PROVIDE G t .. - _: _ - _ ? J I l� s"` i'- - �- �- 6" CONCRETE ' 0 IDE THE DESIGN QUANTITIES A, SHORN ON THE . ,. 1 ;�•;'.; F3ln ---- ,, i _ ----------••�•,3 � PAD By GC OF PLANS OR SCHEDULES. -jA I RAG 12. TEST AND BALANCE" SHALL NOT BE STARTED' UNLESS FILTERS H`JAC i<E'YEf) NOTES: i_j 10 16 10 l6 24X24 1 ARE CLEAN. ANY BALANCING DONE WITH DIRTY FILTER; WILL HAVE � a TO BE REDONE, AIR FLOWS LISTED IN REPORT SHALL BE THE FINAL I. OUTSIDE AIR GRAVITY INTAKE GREENHECK FABRA-HOOD 'XITH PD PD PD � PO READINGS AFTER ALL ADJUSTMENTS ARE MADE. AFTER ALL AIR 14XJ4 INCH THROAT MIN. PROVIDE A I4X14 DUCT FROM HOOD TO 1`} 0 14"•A 14"o 14"<0 FLOWS ARE ADJUSTED THE TEST AND BALANCE CONTRACTOR SHALL ABOVE CEILING•AND CAP. RUN (a}) 8 INCH ROUND OUTSIDE AI•R 300 300 300 300 i TAKE AND RECORD THE FOLLOWING TEMPERATURES, PRESSURES, AND DUCTS WITH VOLUME DAMPERS TO EACH AHU RETURN AIR DUCT. �. AMPERAGES: a) EVAPORATOR ENTERING AIR TEMPERATURE 2 GRAVITY EXHAUST HOOD, GREENHECK FABRA-HOOD WITH 14X14 - }' b) EVAPORATOR LEAVING AIR TEMPERATURE' INCH THROAT MIN. PROVIDE A 14X14 DUCT FROM HOOD TO ABOVE _ - - - -- --------- - c)' CONDENSER LEAVING AIR TEMPERATURE CEILING AND CAP. RUN ( 1) 6 I NCH ROUND EXHAUST DUC r TO EF-1, _ _. -- ' d) AMBIENT. AIR .TEMPERATURE � (1) 10 INCH ROUND EXHAUST DUCT TO EF-2 ' e) REFRIGERANT SUCTION PRESSURE f) REFRIGERANT DISCHARGE PRESSURE g) UNIT VOLTAGE h)' COMPRESSOR AMPERAGE 1) EVAPORATOR FAN MOTOR AMPERAGE j) CONDENSER. FAN MOTOR AMPERAGE l! :J 13. PROVIDE T & B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED. AND SEALED BY A REGISTERED FLORIDA J FLOOR PLAN �- I� VA ENGINEER. NOTIFY ARCH/ENGINEER 48 HOURS PRIOR TO BEGINNING` TESTING. TEST AND BALANCE SHALL BE WITNESSED BY OWNER NORTH SC `�E: 1/8"=1' 0" �\J REPRESENTATIVE. PROVIDE REPORT WITHIN 5 WORKING DAYS OF - TESTING. '' U Q •• 14. .RUN CONDENSATE DRAINS -i0: CONDENSATE DRAINS SHALL BE A � O MINIMUM OF 3/4" UP TO 10 TONS, 1-1/4" UP TO 50 TONS, 1-1/2" LL UP TO 100.TONS, SIZES ARE FOR TOTAL CONNECTED TONNAGE., CONDENSATE DRAINS SHALL BE COPPER WITH 1/2" ARMAFLEXFS ��� SCHEDULE SYSTEM t� U Q INSULAT ION. SPLIT SYSTEM NOTES, A /�iro1 1�(��� Z IL - - _ _ /� SCHEDULE p o 15 ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU 'HALLS, -- I O BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE ' 1 PROVIDE A/C UNIT, WITH HEATING AND COOLING THERMOSTA'( Lu Q NARK AH/CUEC HT AiEC H*I4 WITH FAN ON -OFF -AUTO SWITCH. M RK �. ' STRUCTURAL ENGINEER. PROVIDE NECESSARY TRANSITIONS AS SYSTEM TYPE (CO❑LING/HEAT PUMP) CLG/ELEC HTG CLG/ELEC HTG EF-1 EF-2 O REQUIRED FOR DUCTWORK INSTALLATION. AREA SERVED SEE SEE 2, ALL UNITS MUST BE UL LI,STED AND ARI CERTIFIED. OfANITY SEE PLANS SEE PLANS O Z PLANS PLANS 3. PROVIDE LIQUID LINE FILTER -DRYER SIGHT -GLASS AND SOLEN❑ID T PE CEILING CEILING O < 16. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND AIR HANDLER DATA VALVE S RVICE SEE PLANS SEE PLANS U7 DUCTWORK IN THE FOLLOWING MANNER. PRE -FILTER ALL RETURN AIR MANUFACTURER M,NUFACTURE LY / TRANE TRANE 4, PROVIDE SERVICE VALVES ON SUCTI❑NAND LIQUID LINES. O GREENHECK GRESP-226 C1 `GRILLES WITH ROLL -TYPE FILTER MEDIA AND REPLACE 1T AS NEEDED 1'iC]DEL NO. T'dE060C Tb1E048!� �. MODEL N0. SP-7 SP-225 THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT MUST NOT BE WEIGHT (LBS) 200 165, 5. PR❑VIDE S.HORT-CYCLE: PROTECTION CIRCUIT FOR COMPRESSOR. WEIGHT 10 25 STARTED FOR ANY PURPOSE UNT1L'THE DRYWALL SANDING, ECT. IS CABINET T'(PE (VERT/H❑RIZ) VERT VERT 6, PROVIDE CRANKCASE HEATERS IN COMPRESSORS. COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY CFM T❑TAL 1900 1400 7• PROVIDE HARD START KITS FOR UNITS WITH EXPANSION VALVES, A R DATAi BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. CFM 0. A. 200 150 8. PROVIDE HIGH & LOW PRESSURE CUTOUTS. 1 C.F.M. 100 255 _ E.S.P. C' `W.G.) .5 5 9, PROVIDE ONE YEAR WARRANTY ON UNIT, 5 YEAR WARRANTY ON P, •25 •25 r H P./F.L.A- .50/5.9 .50/4.2 RPM COMPRESSOR, 950 1 050 RPM (SPEED) (MEU) CMED) B.H.P. (WATTS) (80) (85) ELECTRIC HEATER KW 7•2 7.2 10. PROVIDE BUILT-IN FACTORY WIRED UL ELECTRIC HEATER TIP SPEED _ HEATER STAGES i 1 W/HEATER CONTROL PACKAGE, SONES 2.3 3 6 HEAT L❑CATION (DUCT/INT.) INTERNAL INTERNAL 11. PROVIDE PROPER VIBRATION ISOLATION AS PER DRAWINGS AND M TOR DATA, VOLTAGE CV/PH/60> 208/1/60 2U8/1/60 SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S DRIVE POWER C❑NN. (,SING SINGLE SINGLE RECOMMENDATION, DIRECT DIRECT � R.P.M. 1050 CONDENSING UNIT DATA: 12, SIZE AND RUN COPPER REFRIGERANT PIPING AS PER ° H.P. (WATTS) (80) (85) U ^ VOLT-pH-HZ a� MANUFACTURER TRANE TRANE MANUFACTURERS PUBLISHED RECOMMENDATIONS T❑ PROVIDE LISTED 120/1/60 120/1/60 M MODEL NO. SENSIBLE AND TOTAL MBH, .. TTR06UC TTR048C WEIGHT (LBS) 260 220 13, PROVIDE AUX. DRAIN PAN AND A/C CONDENSATE DRAIN LINES REMARKS SEE BELOW SEE BELOW COMP. QTY ... o COMP F,L.A. (EA,) 1 1 WITH A TRAP AND CLEANOUT, 41.1 24.0 14. PROVIDE 1/2' THICK ARMAFLEX FIRE RETARDANT PIPING F'N NOTES ZV COMP. L.R.A. (EA. 141.0 119,0 - FAN CITY I 1 INSULATION ON REFRIGERANT SUCTION LINES 2-5/8, AND SMALLER, �w. C❑ND FAN H.P. (EA) .25 20 AND 3/4' ON ALL LINES LARGER THAN 2-5/8'. PAINTED WHITE C 2 1 . PROVIDE MOTOR STARTERS AND ALL ASSOCIATED CONTROLS ON ALL ° o COND FAN F,L,A. (EA) 1,� 1,6 FANS, za COATS) WHEN EXPOSED TO SUNLIGHT, W o� VOLTAGE CV/PH/60> 208/1/60 208/1/60 15. PROVI:DE TWO SETS OF 40% FILTERS TRI-DIM ES60M 'THROW AWAY PROVIDE BACK DRAFT DAMPER FOR ALL EXHAUST FANS �� 0 MCA 38.0 32.0 FILTERS <407-287-3839), SWITCH WITH LIGHTS � LL , MAX FUSE_ � 60 50 7 �P O O O 16. E•S.P, DOES NOT INCLUDE COIL OR CABINET LOSSES. ^ 'fSTEhJ DATA c95 DEC, F AMB>: 17. UNLESS ❑THERWISE NOTED CAPACITIES AND EFFICIENCIES ARE AT "TOTAL COOL I NC, (TMBH) 58.2 47.5 AR I CONDITIONS : } (� �' CO SENSIBLE CAPACITY (SMBH) 39.2 32.2 18, PROVIDE AHU'S WITH EITHER RIGHT OR LEFT HAND C❑IL ! W N 1- m Jr ENT. AIR TEI•JP,(F)(DB/WB) 80/67 80/67 COMPRESSOR STAGES (%) 0/100 0/100 CONNECTIONS AS INDICATED ON PLANS, FOR CEILING HUNG UNITS, - (�J 1LI Z HEATPUMP CAPACITY (MBH) _ _ PROVIDE 18' MIN. CLEARANCE TO SERVICE THE FILTER, FAN, AND W. � �7 U W A.R.I. SYSTEM EFFICIENCIESi COIL, 19. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR (y T = ! SEER/HSPF 10,20/1.0 10.0/110 ORDERING ANY EQUIPMENT, Q G- O U w - E'R/ PL//C - 20. SEE GENERAL, AIR CONDITIONING, E I ` OP GE DUCTWORK, AND COORDINATION REMARKS, SEE BEL❑'d SEE BELOW NOTES FOR OTHER FIELD SUPPLIED ITEMS. A A..j , , I it a ,.. r. , 4 f.1 w G. ✓ - -.... ,. ,,,- .,a - .r.PA ,..... 1.•r SPRING & NEOPRENE TRANSITION AS- REQ'D TYPE VIBRATI❑N ISOLATORS RETURN AIR DUCTWORK' TYP. 3/8' HANGING ROD'S (THREADED) COORDINATE W/ FIRE STAT IN STRUCTURAL ENGINEERAND OR RETURN AIR DUCT• 3/8' THREADED ARCH, ON HOW TO FASTENTo \� . � RODS SHEETr4ETAL STRUCTURE \ DUCT'elDRK MOUNTING CLIPS OR UNITS CONNECTION TO SUPPORT RODS AS RECOMMENDED BY MFG'. ELECTRIC HEAT `2a ( ASSEMBLY v �- `�L:� -- - 244 D I AMETER MIN. CORRUGATED BLACK FLEXIBLE DUCT-----T--s� \ i PLASTIC PIPE CONNECTOR --:�-, -• ` `��--\ �,`� �� OUTSIDE AIR DUCT W/ FLOW p p I \ p1R v�1 OPPOSED, BLADE DAMPER G O P p n ©� FILTER & RACK ASSEMBLY 2° DEEP GALV+ DRAIN PAN 2' ICA LARGER THAN UNIT ON ALL 4 p p \� \ �� ,� SIDES. STRAPPED TO A • H U •`�� ©� Un �� q O O �1C1p n `'� \` " .� CONDESATE DRA I NAND TRAP \ 2 -D O U p�� C1 3/4' CRUSHED SUPPLY �� �'�-- REFRIGERANT WHIiE '� O U n O , OA �- AIR DUCT +`\ LINES T❑ ROCK �� CONDENSING UNITS CEILIN� O L� G p o O p `, {' INSULATE SUCTION LINE) GRILL '� © n n p O p t`1 O SMOKE DETECTOR I� SUPPLY �� AUX . DRAIN Q O p q �� q Cn Q AIR DUCT r n� n pQ vt TRANSITION AS RE9, I RED NOTES, 1 PROVIDE BACKDRAFT DAMPER O O IDO n IDn � O PROVIDE 24' SERVLrCE CLEARANCE 2,- SUPPORT FAN FROM STRUCTURE ` n Q �� O �% p p0 O O C1p Z'D n n nO FOR ALL ACCESS P JELS \_ © nn n Q � a AI NETCEILING FA DETAIL Y LL fiL 4 A.H.U. .H.a HANGING DETAIL N T. S. FANCEIL3 M'2 N.T.S. DRYWELL4 M-2 N T- S. AHU-CH MI-2 NOTE f \-INSULATION 1. ALA. REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED SAMPLING TUBE SUCTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE. PLUG 2. ALA REFRIGERANT PIPING INSTALLED•IN THE PVC CHASE SHALL BE C PPED AND PRESSURE TESTED ACCORDING TO SPECIFICATIONS PRIOR T iINSTALLATION OF CONCRETE SLAB. AIRFLOW ' DISCHARGE TUBE CONDENSING UNITII(T❑ BE INSTALLED ON�i1' ALUMINUM VENT HOOD THICK NEOPRENE f'SO- LAT I ON PADS) — FLEXIBLE SEAL TIGHT - SECURE FAN TO CURB - i ATTACHED TO ELE�-- 4!/ SCREWS 12'O.0 / - \ TRIGAL CONDUIT- . / \ INSULATED ACCESS `-NEOPRENE GASKET F__-'-,,__`•` �_�_�- PANEL ELECTRICAL COND 'IT WOOD NAILER-- —SMOKE DETECTOR HOUSING FOR L❑4l V❑LTAGE SMOKE DETECTOR - ____ � CONTROL WIRING ----�\ PREFAB -- PROVIDE ACCESS FOR GALV , ROOF CURB r ENSURE SMOKE DETECTOR REMOVING SAMPLING TUBES, GRAD BIRD SCREEN HOUSING BAFFLE IS IN PLACE - CANT STRIP & ROOFING 8'tJ I N REPLACE HOUSING COVER PROMPTLY - _ FOLLOWING SERVICING TO AVOID ;','� " -CONCRETE SLAB FALSE ALARMS-------- r REFRIGERANT PIPES f NOTES: ROOF OPENING DUCT 1• INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S SEE DRAWINGS INSTALLATION INSTRUCTION, FOR EXACT SIZE 2. COORDINATE VOL-TALE AND TYPE WITH ELECTRICAL AND FIRE ALARM CONTRACTORS. 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST HARD -DRAWN COPPER. PVC REFRIGERANT PIPE CHASE.CUT OFF 1' ABOVE GRADE AND SEAL W/FOAM FILL INSULATION DU_T DIMENSION, VENT MOOD D TAIL s DUCT ► �` DETAIL � CONDENSING UNIT PIPING DETAIL 2 N,T,S. - GRAVENT __� _ - ,4�_-NTS SDET-1 r I�/f�2 M-2 N. T. S. CU-PC i • BRANCH DUCT A/C UN IT MANUAL DAMPER WITH L = 1/4 W,C4' MIN.) QUADRANT LOCKING LEVER MIN, 4' HIGH VENT 2' MIN 4' MAX L - --- ..� SUPPLY DUCT AIP. FLOW 2 CONDENSATE DRAIN PAN 1 - EXTEND CONDENSATE LINE FULL \ SIZE FROM UNIT CONDENSATE RETURN DUCT AIR FLOW DRAIN CONNECTION SEE SPECIFICATIONS (3/4' MINIMUM) FOR PIPE TYPE AND INSULATION REQUIREMENTS CLEANOUT WITH THREADED PIPE CAP TRUNK LINE ' ''a 'r , :z r • 4:.. ,:. ...,. ,:,. -.� ,r. ,:.r. rI, ,.,. ,:;'..,., .. ,:_,;� -�- :a+x4. ,..RY r q•,N�q,:.. .r� � ,a'�a .`�,. ." - PIPE CHART SUCTION PIPE SIZE f PVC REFRIGERANT PIPE CHASE SIZE 5/8' TO 1-5/8', 4' 1-7/8' TO 2-5/?' —_ 6' 3-18' TO 4-1/8' � 8" f t ,A Mir wah � �.J r• w N� W W 8a •`W �M z� Q/r tL Q Cri .. $;L W a cv U {- C❑ > ca C] cvWz1I- o S 1 � oaoUcn I .•... \ `( PIF_ .. 1 9-1 �11 B_2 POWER/COMMUNICATIONS POLE, WITH TWO DUPLEX ; RECEPTICALS (TYP OF 8) I I • i { Q B-7 8-15 8-24 B-12 B-9 B-14 i ! I POWER/COMMUNICATIONS POLE, WITH ONE DEDICATED T DUPLEX RECEPTICAL FOR 8-17 B-26 EACH CIRCUIT. B-19 B--28 B-13 I,! -COPY Q B-21 B-16 B-18 SEE PARTIAL PLAN FOR EQUIP B-20 POWER ABOVE 8-22 CEILING F a �"`''�� 1 I / \ B-33 3 A-1 .-3--*-�. h-5, 7 O PARTIAL PLAN NORTH SCALE. 1 /8" -1' 0- 31 UAl 400 AMF 3P METER CAN 1 -SET 4 #600 MCM CU, IN 3-1/2-C. 400 A/3P POWER 8115ER NOTES: _ FUSED CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DISCONNECT LOCAL POWER COMPANY AND COORDINATE ALL NEW WORK WITH LOCAL UTILITY AND THE UTILITY COMPANY'S REOUIREMENTS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. CND NEMA 3R 1-SET NEC 4 #600 MCM CU, IN 3-1/2"C. PANE "A 400A BUS 208Y/120V, 39, 4W - I I 65,000 AIC - - - 100A/3P ) 100A/3P NEMA 1 GND3- A" GNt3- 2'f8 TVSS PANEL PANEL TRANSIENT VOLTAGE SURGE SUPPRESSION TVSS NEMA 1 NEMA 1 ELECTRICAL POWER RISER DIAGRAM ALL WIRING SHALL BE COPPER TYPE "THWr' UNLESS OTHERWISE NOTED. 1 F L VIA "TIMECLOCK" 1. i SWITCH SWITCH X SWITCH c# } SWITCH SWITCH i1`( { VIA "a' VIA "b" , VIA 'e" VIA "f" VIA I i %VS I A3 A3 " A3 A3 A3 A3 � ill I !li i 1 ` A3 C-13 A3 A3 A3 A3 A3 { VIA 'h" fl, I C-13 I C-1 VIA "h" ! BU �} BU C-1 A3 EA3 A3 A3 C-(nj13 A3 A3 A3 {I; C-1 v U ", C-1 I i -----------------------------------------------------------------------------------------------------------------------------' 1j PANEL 'A" I I I A3 +------ ----- ---------------------------------------------------- ------------------ ----------------------------------------------+ I VOLTAGE: MAINS: REMARKS: NOTES: H' INDICATES HACR RATED BREAKER. ( VIA13h" 1208Y/120V,3PH,4W 400A MLO PROVIDE PANEL WITH [ ] INDICATES NON -CONCURRENT A/C LOAD. 1 I BUS RATING: MOUNTING: EQUIPMENT GROUND BUS. SIZES BASED ON LARGEST LOAD. 1 1400 AMP SEE PLANS "G" INDICATES GFI BREAKER. 1 243 AMP LOAD "*" INDICATES ASSUMED LOAD DATA I ICI +----- ----- -----------+--------------------- ------+---------+-----+---+-----+---------------------------+-----•-----------------+ A3 1 I LOADS (WATTS) I CKT IC NIPHASEIC NI CKT I LOADS (WATTS) I I I LOAD SERVED I IBRKR IK 01 IK OIBRKR I I LOAD SERVED I i +-----+------+------+------+-----+ +-+-+-+ ----------------------------------- I ; I I LTS IRECPT IMOTOR I HEAT IAMP/PIT JAIBICIT .TAMP/PI LTS IRECPT IMOTOR i HEAT I I I --- -------------- -----+-----+------+------+------+-----+---+-+-+-+---+-----+------+------+------+------+----------------------+ IAH-1 ( I 1 650 1 3600 1 60/21 1 1*1-1-1 2 1 60/21 1 ([3250]1 ICU-1 I 1---- I i 1 650 1 3600 1 ---- 1 3 1-1* 1-1 4 1----1 1 1[3250]1 1---- I A3 IAH-2 I 1 1 650 1 3600 1 60/21 5 1-1-I*i 61 60/21 1 1[3250]1 ICU-2 I A-2, 4 ----------- ---- ------------------------------------------------------------------------------------ ------------------- --------- I ___ I 1 1 650 1 3600 1 ---- 1 7 I.1- I -1 e I ---- I I I[ 3250] 1 1----- I IAH-3 I 1 1 650 1 36001 60/21 9 1-1*1-110 1 60/21 1 1[3250]1 ICU-3 -_- I--- I I 1 650 1 3600 1----Ili 1-1-1*112 1 ---- 1 1 1[3250]1 1---- A-6,8 +---------------------+---------------- ----+- ----+-----+---+-+-+-+---+-----+-------+------+------+-------r------------ ----------- A3 5 Q IAH-4 I i I 450 I 3600 i 50/2I 13 I+ 1-1-114 1 50/21 I 1[2675]1 ICU-4 I I--- I 1 1 450 1 3800 1----1 15 1-1 * 1-1 16 1----1 1 I[ 2675] 1 1---- I CU IRECPT - WATER PROOF 1 1 540 1 1 IG20/1117 1-1-1*118 IG20/11 I I 1 1000 ICOFFEE I 2 A-10,12 0 ----- +----------------+-----+------+------+------+------+-•--+-+-+-+---'+-----+------+------+------+------+-------- -------------- -+ IEWc I I I S00 I 1 20/1119 1.1-1-120 1 20/11 1 1000 1 1 IMICRO I C-1 IREFRIG I 1 1 820 1 1 20/1121 I I 1122 1 20/11 1 360 1 1 IRECPT 1 C-9 + CU A-14,18 IDISPOSAL 1 1 1 1000 1 1 20/1123 1-1-1*124 1 30/21 1 1 1 2250 1EWH I A3 A3 �O+----------------------+------+------+------+------+-----+---+-+-+-- --+-----+------+------+------+------+---------------------- 4 (OVEN I I 1 1 5000 1 60/2125 1*1-1-126 1 ---- I I 1 1 2250 1--- i C-4 I---- I I 1 1 5000 1----127 1-1*1-128 1 20/11 I 1 1 1 CU i W �► C-2 T EPE4+---------------------+------+----- I I I I I 120/1129 1-1-1*130 1 Zo/II I I I I 1 --- -----+------+-----+---+-+-+-+---+-----+------+------+------+------+----------------------+ ,-' C-1 X I I I I I 1 20/1131 I-Pi-1-132 1 20/11 1 1 1 1 1 A-i7 I I I I I 1 20/1133 1-1* 1-134 1 20/11 1 1 1 1 I A3 400 AMP METER I i I I I 1 20/1135 1-1-1*136 1 20/11 1 1 1 1 1 AND 400 AMP +----------------------+------+------+------+------+-----+---+-+-+-+---+-----+------+------+------+------+----------------------+ NEMA 3R I ( 0 1 5760 1 0 1 1000 1100/3137 1*1-1-138 1100/31 5340 1 0 1 1200 1 0 1 1 DISCONNECT I 1 0 1 5400 1 0 1 1000 1----- 139 I-I*1-140 I -----I 5110 1 0 1 400 1 0 1 I I 0 1 8300 1 0 1 0 1-----141 1-1-1*142 1 ----- 1 6100 1 0 1 0 1 0 1 ------ ------- ---------+------+------+------+------+-----+---+-+-+-+---+-----+------+------+------+------+----------------------+ Da` 1 I LTS IRECPT IMOTORSI HEAT I I LTS IRECPT IMOTOR I HEAT I I I 1 0 1180001 7120 140800 1 116550 1 1360 1 1600 1 5500 1 1 SUB TOTALS SUB TOTALS I 11 ------------ -------------------------------- ------+--------------------+-----+------+------+------+--------•----------------------+ a - I PHASE LOADING I ILTS IRECPT IMOTORSI HEAT I I D 1 I I LTS IRECPT I MOTORS I HEAT I 1 5. 51 19. 6 1 8. 5 1 57, 4 1 CONNECTED KW TOTALS I 1 +------+------+------+------+-------------- -------+------+------------------------------+ --- I PHASE A 1 5340 1 8760 1 3450 119050 1 1. 25 1 14.8 1 1.00 1 1. 00 I DEMAND I ------ ----- ----------+------+------+------+------ ---------------------------------------------------------- I PHASE B 1 5110 1 5780 1 2970 116800 1 6.9 1 14,8 1 8.5 1 57.4 1 ADJUSTED KW TOTALS I +----------------------+------+------+------+---------------------------------------------------------------- I PHASE C 1 6100 1 6840 1 2300 110450 NOTES: 1 90. 91 TOTAL CONNECTED KW I +-- --- ---------------+------+------+------------- +------+-----------------------------+ I I I A I B I C IUPPER CASE INDICATES NEW LOADS. 1 87. 51 TOTAL ADJUSTED KW I I I I I I I +------+-----------------------------+ IPHASE TOTALS 1 134600 130640 125690 ILOXER CASE INDICATES EXISTING LOADS. 1 208 1 THREE PHASE VOLTAGE I = +---------------------+----+------+------+-----+ +------+---------------------------- 1 02/27/97 :DATE I I i TOTAL PANEL I ►►I _ EMERGENCY FLUORESCENT LIGHTING FIXTURE - CEILING MOUNTED �i DISCONNECT SWITCH O FLUORESCENT, INCANDESCENT OR HID DOWNLIGHTING FIXTURE (D JUNCTION BOX EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT INSTALL POWER/DATA/COMMUNICATIONS POLE PROVIDED BY FURNITURE SYSTEM VERIFY AND COORDINATE EXACT LOCATION WITH OWNER'S FURNITURE PARTITIONS IN FIELD AND MAKE EMERGENCY BATTERY UNIT LIGHTING FIXTURE - WALL MOUNTED FINAL CONNECTIONS TO OWNERS' EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE FLEX LENGTHS AS NECESSARY FOR FINAL CONNECTIONS. d) SINGLE POLE TOGGLE SWITCH - MOUNTED 42" AFF TO CENTERLINE UNLESS OTHERWISE NOTED (3) 3 WAY ELECTRICAL PANEL (D) 2000W DIMMER DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE A INDICATES DESIGNATION UNLESS NOTED OTHERWISE GFI) GROUND FAULT INTERRUPTING REF) REFRIGERATOR Ut SEE NOTE SYMBOL (WP) WEATHERPROOF DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE SOLID LINE INDICATES EQUIPMENT ON COMMON BRANCH CIRCUIT AND/OR CONTROLLED BY COMMON SWITCH EACH CIRCUIT SHALL UNLESS NOTED OTHERWISE CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND CONDUCTOR. CONTRACTOR SHALL PROVIDE NECESSARY SWITCH DUPLEX RECEPTACLE - MOUNTED 6" ABOVE COUNTER BACKSPLASH LEGS IN CONDUIT TO ATTAIN SWITCHING ARRANGEMENTS UNLESS NOTED OTHERWISE INDICATED ON PLANS. CONTRACTOR MAY COMBINE CIRCUITS DOUBLE DUPLEX RECEPTACLE - MOUNTED 6- ABOVE COUNTER INTO COMMON HOMERUN(S) CONSISTING OF A COMMON NEUTRAL AND GROUND CONDUCTOR AND THREE PHASE BACKSPLASH UNLESS NOTED OTHERWISE CONDUCTORS (A, 8, AND C PHASE). DATA/VOICE OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. TYPICAL - DOTTED LINE INDICATES EQUIPMENT ON COMMON BRANCH CIRCUIT STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 2 GANG BOX BUT NOT CONTROLLED BY SAME SWITCH OR OTHER SIMILAR DEVICE, WITH ONE GANG RING (TYPICAL). THE FOLLOWING ABBREVIATION NEXT TO A SYMBOL INDICATES: DATA VOICE OUTLET - MOUNTED 6" ABOVE COUNTER BACKSPLASH E EXISTING ER EXISTING TO BE REMOVED TO C.L. U.N.O. TYPICAL - EL EXISTING TO BE RELOCATED ` STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 2 GANG BOX EP EXISTING TO BE REPLACED WITH ONE GANG RING (TYPICAL). RE/CKT REUSE EXISTING CIRCUIT. _ ae1 OCLAAI u AC is 1. PROVIDE 30A/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 1) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH WIRING SHALL BE 2#10, 1#10 GND.-1/2"C. 2. PROVIDE 60A/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 1) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH WIRING SHALL BE 2#8, 1#10 GND.-3/4"C. 3. PROVIDE 60A/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 1) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS BRANCH WIRING SHALL BE 2#6, 1 # 10 GND. -1 " C. 4. PROVIDE 6OA/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS, BRANCH WIRING SHALL BE 2#8, 1 # 10 GND. -3/4" C. PROVIDE WATER PROOF, GFI SERVICE RECEPTICAL AS INDICATED ON PLANS. 5. PROVIDE 60A/2P FUSIBLE DISCONNECT SWITCH AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH WIRING SHALL BE 2#6, 1#10 GND. -1"C. PROVIDE WATER PROOF, GFI SERVICE RECEPTICAL AS INDICATED ON PLANS. 6. PROVIDE FLOOR BOX FOR RANGE PLUG. BRANCH C-7 D� D _ D D A3 A3 A3 A3 ' I i fl ,i 1i A3 3 A3 s C-1 dX 1 1 _JA3 \ A3 I A3 d C-12 A3 1 I! -1 Xxx r Wit. W { C-9 C-13 I A3 VIA "h" @� FLOOR PLAN - LIGHTING LIGHfiNG FIXTURE SCHDEULE MARK LAMP DATA DESCRIPTION FIXTURE MODEL LIMBER MOUNT VOLT NOTES OTY TYPE MANUFACTURER CATALOG NUMBER it A2 2 F32-T8-35K 2'X4' RECESS FLUOR ACRYLIC LITHONIA 2GT-232-Al2.125-120-GEB REC GRID 120 A3 3 F32-T8-35K 2'X4' RECESS FLUOR PARABOLIC LITHON[A 2PMOG-8-332-27LS-120-GEB REC GRID 120 C 1 F25-T8-35K 2' BATHROOM LIGHTING FIXTURE LITHONIA WC-225-120-GEB SURF WALL 120 5 0 1 100A19 INCANDESCENT DOWNLIGHT LITHONIA LP6-604A-120 REC GRID 120 DF 2 180TT FLOURESCENT DOWNLIOHT LITHONIA LF5-2/180TT-120-F602A REC 120 F CEILING FAN BY OWNER 120 P 1 100W MAX PENDENT BY OWNER SURF 120 W 1 F260TT FLUORESCENT WALLPACK LITHONIA TWL-28DTT-120 SURF WALL 120 X INC INC UNIVERSAL LED EMERGENCY EXIT LITHONIA LOMSW3REL UNIVERSAL 120 2.3 BU INC INC EMERGENCY BATTERY UNIT LITHONIA 6ELM2 UNIVERSAL 120 2,3,4 LIGHTING FIXTURE NOTES 1. GENERAL SCHEDULE NOTES (APPLIES TO ALL FIXTURES) A) CONTRACTOR SHALL CORRDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL PROVIDE FIXTUREMOUNTING AS REQUIRED TO MATCH CEILING TYPE. 8) ALL FIXTURES BALLASTS SHALL BE HIGH POWER FACTOR TYPE C) ALL FLUORESCENT BALLASTS SHALL BE ENERGY SAVING TYPE. 2. FIXTURES TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK -•UP. 3. FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOML[GHTING BRANCH CIRCUIT OF AREA SERVED (i,*, LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES) 4. FIXTURE TO BE WALL MOUNTED 7'-6' AFF TO TOP 5. FIXTURE TO BE WALL MOUNTED ABOVE MIRROR, S. FIXTURE TO BE WALL MOUNTED 14'-0" AFF TO TOP I LLl U 0 U_ w U o � oC) LL 20 O o Z �U L1J U z V Z UJ Z� rn Q Z r Q N14 eu 1..LJ Q Oc u � 0 n_ © (n C/d� I L . , -� ... ,n r., ...: .ni.v ._ _ yr nIle".. .m .. .. K r4 &:" -_ :," h - y�.,. :I-i. 1 -: ar. r r "r r r, l v ,, „ r IY•;' IFt'•. , a ,.„. .,. ri , .. �:: U. :.. : , . . �:. r a,. A. r 111 e r °i .. : C... 1 ,... l ,.y..: r 1. .. -. Y.�1. .. ,'}_ � '°A• �, -W r ,. e. •.. ,. n ,. ,:fi hiY i. .. „ - ; - Ill r + �5,, : _ - • -... •.. 1 ` .. ' _ _ 1 :-'�. % - . . • _ . ,. .. _ _ I DIVISION V I S I aN I C 000 GENERAL ELECTP I CAL PEGU I PEMENT� • . +________ _ _____ _-----------==--_-___-_--_________----------_-__ _------------------_______---- - w The camp l e to electrical i n sta l t at i on •shall GOmp l y w r th NFPA 7 0- JUNCT I ❑N AND PULL $❑XES------------- • 199 0, Nat I on a t Electrical Code , 1 PANEL B . t ,; - , u Fabricate from code gauge gatvanIzed stee(, with coders held in 1 1 EQUIPMENT/SYSTEM IDENTIFICATION p ace by corral i on resistant machine screws , , + I `VOLTAGE: MAINa: REMARKS: NOTES: "H" INDICATES HACR RATED BREAKER. 1 r- ` •r r S i Ze a5 repU i red by code for number OF conduit-_ and conductors � � � 12O8Y/12OV, 3PH, 4W IOQA MLO PROV_ID� PANEL WITH [ ] INDICATES NON-CONCURRE�JT A/C LOAD. I I n a to l l engraved p l aot i s l am i n ate sign on ea _h major ar .In t -t of a / electrical eq+.J i parent I Except as otherwise (nd i Gated, provide entering and leaving box , 'I BUS RATING: MOUNTING EQUIPMENT GROUND BUS. SIZES BASED ON LARGEST LOAD. I •• I . single e line of text, 1 /2 inch high lettering on 1-1 /2 inch high 1100 AMP11 SEE PLANS " G" INDICATES GF I BREAKER. I I gr ' t r i n i n Prov i d `N i th we l ded seams, where a t i cab t e, and equip with ( 54 AMP LOAD "+" INDICATES ASSUMED LOAD DATA I O 'i h � t l e to P - -- - --- -- -- _-- --------------------------____--•__ _-_-----------------___ , sign C2 inch h+gh where 2 l rues are re.�u+red N e g P+________-_�-----___--_-+-______�_______________ __ r. __-_+ + - + + + + � black fie l d , Provide text match I n g terminology and n umbering of COrr05 i On -res iStan -t nuts, bolts, screws , and washers.. I I LOADS ( WATTS) I CKT I C N I PHASE I C N I CKT LOADS ( WATTS) I I • -the contract cfocumen is and shop drawings • I LOAD SERVED i 1 BRKR I K O1 I K O1 BRKR I LOAD SERVED I ()I K`� I . IN ! ❑N I_r------+------+------+------+------+ +-+-+-+ +----- -___--+---___+------+--- --+ I y Provide Signs for each t,in i t' of the f O l l ow i n g Ca •tegor i es O F ( 1 LTS I RECPT ]MOTOR " 1 HEAT I AMP/PIT . I A I B 1 C I T . 1 AMP/P _LTS I RECPT I MOTOR I HEAT I I E - 2 " e lectr i ca l work r Ins ra t l e tectr i ca t boxes n Comp l i once with NEC requirements, in +__-__________._________+__-___+_____._____-r____-_-�_____t___+_.t_.,_+___+__________f______+______+______+______________________+ �� � accordance N i th the manufacturer's written instruct ions and with , i RECPT I 1 360 1 1 1 20/11 1 I « 1 -1 -1 2 1 20/1 1 , 360 1 1 1 RECPT I � Motor star"tern recognized I nc," ustry practices to en sure that the boxes serve the I RECPT I 1 360 1 1 1 20/11 3 1 _1 t I -1 4 1 20/1 1 360 1 1 1 RECPT .1 5 L a i . IRECPT 1 1 360 1 I 1 20111.5-1 1-1*1 6 1 20/1 1 360 1 1 1RECPT I, N� .ctI i Disconnect switches , I ntended purposes , +______---__�__ _-__--_+-__-_-+-_-----+-------+ _____+--=--+-- +-F-+-+___+____--------,------+------+-_____+____------•-- -+ 00 Pan e l boards I POWER POLE ( I 540 I I 1 20/1 1 7 1- 1 -1 -1 8 1 20/11; 1 360 1 I I RECPT 1 " r Tran sf arrler5 I nsta l t knockout closures -to cap unused lsed knockout holes where blanks 1 PU'NER POLE I I' 540 1 • I 1 20/11 9 1 -1' 1 -1 10 1 20/1), 1 360 1 1 I RECPT I .� Z •�-- have been removed. 1 POWER POLE I 1. 540 1 1 1 20/1 1 -1 1 1 -1 -1 + 1 12 1 20/1 + 1 540 1 1 1 POWER POLE 1 rt � Inscr i t i On5 shall i nd i Gate the dev I ce served I , e . "Pane l LI "HVAC r_______________�______j-------+------+------+---_--+-----+---+-+-+_+___+____-------+------+------+____---}-------_�__�------____+ �-+ P �, Unit # 1 etc , Laca to boxes sO as -to assure accessibility OF e t ectr i ca l wiring , i POWER POLE I 1 540 1 1 1 20/1 1 13 1 + 1 -1 -1 14 1 20/Ijf 1 540 1 I 1 POWER POLE 1 (POWER PULE I 1 540 1 1 1 20/1115 1-.-1+1-116 1 20/11 1 540 1 1 (POWER POLE 1 �" � l a i mr✓nt Secure boxes r i i d t to the substrate r,J on which the are .being 1 POWER POLE I i 540 1 1 1 2U/1 (17 I -1-1+ 118 1 20/1 1 540 I I I POWER POLE 1 cCt Update panelbOard director; es to accurately Indlcot _ new equ p _ 9 Y P Y4.1 being served and e u i men+ be i n removed , mo+.Jn tPd . Do not ,u ort From conduit , « _ 4 POWER POLE � .i q P g - PP - I PUWER POLE I I 540 1 I 1 20/1 119 1 1 -I -1 20 I 20/1 1 540 ( I I POWER POLE I 0 W� ` 1ROCPTR I ( 360 I 11000 120/1121 2'3 (-I-1+124 1 20/1j" I 540 I 1 (POWER POLE I Cll 0 CrD Two-sic{ed to e and dynamo amo -type, .adhesives are not acceptable, HEA /Y DIJT'( DISCONNECT �W I TCHES P Y Y P i I I I I I / I I ------ ----- --- ELECTRICAL DEM❑L I T I ON AND ALTERAT I.❑NS Provide surface r,roun ted, heavy clr.rty type sheet steel enclosed I RECPT I 1 360 ► I I 20/1 125 1 + 1-I -1 z6 1 20/1� 1 54o I I I PowER poLE I � Gi j . sraf ety switches, that are F+.,rs i b l e or non-fus i b t e, with voltage 1 POWER PALE I 1 540 1 1 1 20/1 1 27 1 -I • 1•-1 28 ( 20/1 1 540 I I I POWER POLE I 1.W (f) 00 r t ' u i men t- being n discontinued or rat i n for c i rcu i't, amperage, and n+, tuber of poles raS i nd i Gated On 1 PUWER POLE 1 I 540 I I I 20/1 129 1-1-1 + 1 30 1 20/1� I 540 I I I POWER POLE i 1~ Remove all w�r+ng to ex+s +ng eg p g 9 removed due to construction, Abandoned or removed circuits shall drawings : Switches sha t l be q+.r i ck make, quick break type; +--_____----------------.--+-_____-r---_---r--_-_-_,.-_..--_+---+-+-+--I•---+------;aI------+---___+--_----r______-,.---___-_-----____-----+ ........, .1COPIER I I I 11000 1 20/1131 1+1-i-132 1 20/1 1 360 1 1 (RECPT 1 bD -W L`•�•• be disconnected at their overcurrent device, the condr,ICtors removed constructed so that switch blades are visible in '❑fF' position ca r i r u i t s ace marked s are on -the a l i cab t o directory. rector with door open . Equip with rJpera+, I n g handle which i s I n tegra t part 1 RECPT I 1 720 1 I I' 20/11 33 1-1 + 1-1 34 1 20/1 1 360 1 1 I RECPT I �+ ' and the _ c p p PP Y. I RECPT - RESTROUM5 1 1 720 I I 1 G20/1 1 35 1-1-1 + 136 i 20/1 1 360 I I I RECPT 1 q Q� � us i n radhes i ve backed correction tape , OF enC l aSllre base and whose Operating position is eas i t y +----------------------+------•----______---+------+.___---�---+-+-+-+---+----- ----- +-----+------+_-----+-_--__--_---------___-+ I g • reco gn i zab l e, and I; Gapab t o Of be I n g pad i ocked i n ' ❑f F' pos i t i on , 1 RECPT -PHONE I 1 360 1 1 1 20/1 1 37 1 -« 1 -1 -1 38 1 20/1 I 360 I 1 I RECPT 1 Z G The existing building i s to remain i n Operation during Switches shall have a cover interlock to prevent unauthorized author I zed 1 RECPT -PHONE ( 1 360 I I I 20/1 139 I -I * I -I 40 I 20/1 , I I I I I. � ,-4 � construction , Coord i n ate all work that will i n ter f ere w I th -the open i n g of -the sw i tch door when 'the hand t e i s I n the ❑N" pos i -t i on , I RECPT - PHONE I 1 360 1 I 1 20/1 1 41 1 -1 -1 + 1 42 1 20/1 1 1 1 1 r wrier , Construct current cam i n parts of high cond+_act i v i tY cOPPer, ro i th present operation of the facility with the ❑ /, 9 . s i l ver- -tungsten -type switch contacts . Provide positive pressure I 1 LTS I RECPT 1 MOTORS 1 HEAT I LTS (RECPT I M0700 1 HEA0 1 1 Provide all coring that i s required for electrical work • ❑b to 1 n type re I nforced fuse c l I ps For f+_Is I b le sw i tches . Prov I de NEMA 1 or i I o ( 8820 1 0 1 2000 1 o i 8640 1 0 1 0 1 1SUB-TOTALS____ SUB TOTALS 1 `�J prior approva l from the Architect/Engineer, IF any coring is 3R enclosure, as refit.=r i red, with stamped enclosure knockouts' . RMS +------------------------------+_------------------+----------+------+------+----------------------------+ � required through structural Members, short circuit rating shall be 200, 000 amps with R Fuses, �---__^! +- PHASE-LOADING-�-____-{ *LTSY- RECPT 1 MOTORS( HEAT 1 I �.,p ... .----'---------- - -----------+-------+------+------------------------------+- Z. All conduit and wiring required In existing construction shot) be I ILTS 1 RECPT 1 P40TUR51 HEAT 1 1 0. U 8. 3 1 8. 6 i 2.0 1 CONNECTED KW -TOTALS Concealed except con du I t may be run exposed i n -an f I n i shed rooms I i`JSTALLAT I ON i+------+--_-_---,__----.+______+ +-----------+------}------+------ ---- -----------------+ ----- ------ ------ -_ ___ ___-- +----- -----+------+------+-----------------------------t ry I, SUGh a5 eq+,l i pmen t and mechanical rooms. Provide all cut i rig and 1 I PHASE A ____ 1 U 1 576U I U 1 1000 1 t. 25 8. 8 1 1. 00 I 1. UO 1 DEMAND 1 I ;, ' patr_h i rig required far e lectr"I ca l work, Insta t l I n accordance with manuFacturer 's written i t ten i nstruct i ons, +----- ---- - + + + + 1 PHASE B I 0 1 5400 I O 1 1000 I 0. 0 8. 8 1 8. 6 1 2. O 1 ADJUSTED KW TOTALS --_' I i . app l i cab (e requ i remen is of NEC an d NECA 's " Standard of }-_.____+__ ___+_____-+_- +- ----------- `a ,. ELECTRICAL METALLIC TUBING' (Eh1T) ' Insta l )rat 1 on" one! in accordance with recognized i ndtr5tr y practices , ---- ----- +-- - +--- �- + '" 1'��'; 1PHA�E C I O i 6300 1 0 1 0 NOTES: 1 19.5 ( TOTAL CONNECTED KW 1 . +_______----------_ __ F---__-•+----------+------+------++------+-----------------------------+ FS W�l-C-563, ANSI`C80,3 and UL 797r Locate d i sconneC-t 5w i tches as shown or ca t led out on draw i ngs and i 1 I A I B I C (UPPER CASE INDICATES NEw L•'QADs. 1 19.5 1 TOTAL ADJUSTED KW 1 , ' M i n I r ium con du I t s i ze 112 I n ch , q /-_----+-----------------------------+ as required +red b� NEC,NEC . I I i I I I � IPHASE -TOTALS 1 1 6760 1 640U 1 6300 1LUXcR CASE INDICATES EXISTING LOADS. I 208 I THREE PHASE VOLTAGE I , ANSI C801 4, tee l Fittings 1 Threaded, Insulated throat, .G t an d compression or set screw type , GR❑UND 1 NG+_____________--------------____r_______,------+-____-++-----+-------=---------------------+ 12/16/96 :DATE I I I TOTAL PANEL I Rain and concrete t i ght 1 07: 08 PM : TIME CODING I 1 54 1 AMPERAGE: 1 D i ecas t fittings are not acceptable , Groun cl e l ectr r rr l e r er u i riren t as re u i real b NEC.-_-_____--- -------------_-----.-___---_ +-_-----------------------------_------+-------r--------r___-_--_-------_-_-_ 1 _ Systems s t r +s a n 1 P q - Y -------- I 'h r LIQUID-TIGH-C FLEX1$LE CONDUIT - - Install. grounding conductor in nonmetallic oi- ftexibte conduit to - r ,'l, . complete equipment group cant i nr., i ty . • Prov I de Ut -L I s fed l I qu' i d-t I ght flexible 'metal conduit. Min i m�ar� i ze 11 1/2 Inch, Provide cadmium plated;rlalleable iron fi-tt`ings with - Inst�atl a separate equipment grounding conductor sized per NEC Compression type steel ferrule and neoprene gasket sealing rings, Tab le•250-95 In all raceways. L iquid tight) . , $RANCH CIRCUITS . ' FLEXIBLE STEEL C❑NDU1T . Do not use wire smatter than No, 12 AWG (r_inless otherwise noted) IJL-1 formed From continuous Length of sp I ra l l y wound n-ter l ocked` for branch circuit wiring, i nc t ud i rig motor circuits. +-------------------------_--------_---_________ hot -di alvan.ized steel Minimum size 1/2 inch, I ' Provide gqueeze type, rya t t eab l e iron cadr,r i Lir,i-p l aterl ,conduit Fittings VO t Cage drop for branch circuits and Feeder c i rCr r 1 t carob i reed .sha i. t I PANEL "C" I . for use with Flexible steel conduit of threadless'hinge typei not exceed requirements of NEC Article 215. 111 It - -- Threaded I Grounding type; Insulated throat , � �-+ _ J r ze condo i t, out let boxes, and Other raCEWay SySter`r components i n 1 VOLTAGE: MAINS: REMARKS: NOTES: "H" INDICATES HACR RATED BREAKER. I Install conduit an.d tubing products i n accordance w.i th NEC, accordance •Y I th NEC requ I remen is as m i n i furl . 1 208Y/12OV, 3PH, 4W 100A MLO PROVIDE PANEL WITH [ ] INDICATES NUN -CONCURRENT A/C LOAD. I manufacturer's written Instruct Ions,, and app t i Gab le Standards ,( BUS RATING' MOUNTING: EQUIPMENT GROUND BUS. SIZES BASED ON LARGEST LOAD. 1 r 1100 AMF SEE PLANS "G" INDICATES GFI BREAKER. I MOTOR* AND EQUIPMENT WIRING I ., 1 54 AMP LOAD +" INDICATES ASSUMED LOAD DATA I to Motors and Equ i pr�ent Subject -to V I brat i on+__--__-___T___________-F--____________---___--_----_-i-----.-+---+-----+----i-------+----------------------------_+----------------------.r Il ConnPr_t I ons U__.J Furn 'r sh and i nsta ( t r+o-tor c i rcu i is i n accordance w i th draw i ngs and I I LOADS (WATTS) 1 CKT {C NIPHASEI C Ni CKT 1 LOADS (WATTS) 1 i ca�,fe rec u i cements, from Source OF' supply to OSSOr i aterl motor . � �, . I , I 0 � , I I F l ex i b t e steel conduit not over 3 Feet long Where concea t ed in a ~ - PP Y - I LOAD ,ERVED I 1 BRKR I K O1 i K O1 BRKR I I LOAp SERVED I cabinet, or where ex osed I n mechanical and utility areas and starter, and from starter- to Motor- terrra i na l box, including i +------+------+_-----+- r- -__+ +-+-+--� +-----r-----�------+------+--_-__+ I P � ne�es_ar'� and reg+_Iired intermediate Connections. 1 1 LTS 1RECPT 1M0TOR 1 HEAT (AMP/P1T , IAIBICIT . 1AMP/P1 LTS 1RECPT IMOTOR 1 1-JEAT I I ('� not subjected to Moisture, i s-ture, dirt, and fumes , l 1 in y +_ ___________ ___- ___+ ___--+-----+-__--+______r-----+---+-+-+-+---+-----+------+------+------+__---- +--_-__- _�-------------+ 1 � . Conductor and conduit size For motor branch circuits, if shown on ILTS - ErdER/NIGHT 1 1060 1 1 1 1 20/11 1 1*1-1-1 2 1 20/11 '1400 1 1 1 ILTS 1 ei 1 �� L i qu i d---t i ght f l ex i b l e conduit not over 3 f ePt long where I LTS 1 1120 1 1 1 1 20/11 3 1-1►1-1 4 1 20/11 1260 1 1 1 I LTS I L1 draw i n are sized for motor rep +.I i remen t an l Con tractor may, at O - p r. J exposed i n F I n I shed. areas or where 'sub j ect to mo i sture, d I rt , � 9- 1 y' Y I LTS 1 1500 1 1 1 1 20/11 5 1-1-1 + 1 6 1 20/11 1400 1 1 1 I LTS I Q fumes, o i t , Corros I ve atmosphere, exposed or, con cea led, w i th h r Op+,ion , I nc l+.Iae assoc I cited contra l conductors n same COnCllr i t - ---__---_----+--------+,__--___+_----_-+,---_---I------+--+-+-+-+---+----_-r-------+-------+--- --r--- __-1-.----_-------------------I- 01' 1.connectors to assure a l i c�u i ef-tight, permanently grounded Prov i d i rig the conclu�t sI ze i s ad jr,+s fed tO meet code requ + remen is I LTS 1 1480 1 1 1 I 20/1 1 7 1+1-1-1 8 1 20/11 1400 1 1 1 I LTS I U 1. a connection, Locate so i t i s least sub,j'ect to physical abuse. far percen "tinge of Fill 4 1 LTS - EXT WALL 1 250 1 1 1 1 20/11 9 1 -1 - 1 -1 10 1 20/1 1 980 1 1 1 1 LTS I, 1 ILTS - EXT DOWN 1 300 1 1 1 1 20/1I11 1-1-1.112 1 20/11 1400 1 1 1 ILTS 1 Q WIRE AND CA$LE - o Motors shalt N-rove proper Feeders r>S per NEC and nar+ep tote rat i ngs .+-----------------_.___-+----_-+_-_----�____----+--------+-------I----+-+-+-+---+-----+------+-_____.�._______�--------�----------------______+ '_' Ver I Fy ratings of motors and i rr sta l t I ng proper branch C i refs i is . I CEILING FANS I I 1 1200 1 1 20/1 1 13 1 + 1 -1 -1 14 1 20/11 1 1 1 1 I- ` C) CZ A( l Con doctor an d Con du it s i zes are based On the use OF copper (CEILING FANS I I 1 400 1 1 20/1 1 15 1 -1 + 1 -1 16 1 20/21 1500 1 1 1 I SI TE LTS I W LL conductors , All conductors shall be copper. P�1❑T❑R PR❑TECT I ❑N - I I I I I 1 20/11 17 1-1-1 * 1 18 1 ---- 1 1500 1 1 1 1---------- I p D F-_ _-------------------- -1.__----+------+-------I-------+-----+---+-+--I•-+---+----•-+------+------+-------+-------+-------•-------'----_----+ 0- « - - O Q T e THHN/THWN, sin l e conductor, i ze as i rid I cated on draw I ngs , I I I I I I 20/1 1 1 J I I I 122 1 20/11 1 1 1 1 I YP 9 Obtain manufacturer 's wiring cJ I �agrams of e t ectr I ca l eq_r i pmen t I I I I I I 20/1121 I -I « I -i 22 1 20/11 I l I I I CL f.urn i shed with equipment and do not proceed to ,mire equipment i I 1 I I 1 20/1123 1-1-1 « 124 1 20/11 1 1 1 1 II I I . 0 WIRE AND GABLE I DENT I F I GAT I ❑N w i thout -this i n Format ion ,+---------______-.__._____,,-----_. _____--r--___+__ __+_____+___+--1--+-+-----r------+------+------+------+---_---�-------------•---------+ 1 I I i I i 20/1125 1«1-1_I26 1 20/11 i I I i I r ' I . . Co for COcie Conductor Insu Oat i on as. Follows! . I - I Ver I Fy at l motor Feeder sizes, overcurrent protect ion sizes, etC , I I I I I 1 20/1 127 1-1 « 1-128 1 20/11 1 1 1 1 1 _ -- recommended by eq++I pmen+ TranuFacturer before i nsta I l i rig r Make -- -, _ _ ___-- ____-- ___-- __-- -_- ------___________ w _ SYSTEM VOLTAGE 1 I I I ( I 20/1 129 I I I+ 130 1 zo/1 I I I I I l' equIpment Connections with Ftexibte conduit Or l iquid-t1ght + --•+---I•- -+ + +- +- -'a + ---r C❑NDUCT❑R 208Y/ 120 480Y/C 77 F I. ex I b le meta I. ( I c conclu I t. Proper- I, y 'ground non -current, carrying I I I I I 1 20/1131 1+ 1-1-1 32 1 20/11 1 1 1 1 1 I I I I I 1 20/1133 1-1+1-134 1 20/11 1 1 1 1 1 �_ , metal parts OF eq�l i pmen-t , I I I I I 1 20/1 135 1-1-1 « 136 1 20/11 1 1 1 1 1 Phase A Black Brown +---------------___---•--+-___--+------+--------------r-------►•---+---im-+-+---+--_--+--------I-------+------+------+---___-_.--_---_-_-------i- Phase $ Red Oran ge Coord i Hate work with the other trades such that the opera-t i on OF I I I I I I 20/1 137 1 •1-1-1 38 1 20/11 1 1 1 1 1 Phase C $ t ue Ye 1 1 ow •' mechan I ca l equ i pment w I l I he as clescr I bed i n mechan I co. I. I I I I I 1 20/1 1 39 1-1.1-140 1 20/11 1 1 1 1 I 0P . Neutral White Gra r I I I I I - 1 20/1 141 1-1-1 + 1 42 120/1 I I I I I I (� M0 Y specificatlon� - z GroundGreen ' Green.,.----------------__---__----+------+______�-•_-----�--_--+------�---'�--�-+-+-__+-----+------+-------I--------r----_-_�_-___-_---------__---_-_+ . 1 1 L"TS 1RECPT 1MUTORSI HEAT 1 LTS 1RECPT 1M070R 1 HEA-( ( 1 � Check drawings art spec i f i cat I ons of other divisions. of work For 1 15710 1 0 1 1000 ( 0 1 10840 1 0► 0 1 o I 1 S I F ex I st i rig bu I ld i ng conductor color coding is 'd I FFerent than that equipment and work which must be i nc t uded whether or" -nOt shown On I suB TOTALS SUB TOTALS 1 � 9 Indicated above, ,cond+,lctor color coding sha t l match existing. e I ectr i ca l dro rr i ngs, in or --der to provide a Comp t ete e l ectr i c,a I. +______________,____________________________________+______ yyy,��� r i n Sta f l a b on . I PHASE LOADING I ILTS RECPT 1 MOTORS 1 HEAT 1 i o z. Install latel tags on wire and 'cable in junction boxes .pull' boxes, w i reways, an d w( r( n g gutters of pan e l s Tags sha I t i dent I f y wire Unless otherw I= e indicated on Tar aw i n s ��r i n spec i F i cat I on s, tuatara I 1 L rs 1 RECPT I MOTORS 1 HEAT I 1 5. 7 0. 0 1 1. 6 I 10. 8 1 CONNECTED Kw TOTALS I W In or cab t e n umber ancf/or tn equ•i pmen t served as shown on draw I ngs sha t t be f+,Ian i shed, set i n place , and connected to cJr i ven equ I prJen t I I-------4-------I, - +-----------+------+------+---------------------- ----,,. UJ . C P I se 1 PHASE A 1 5340 1 0 1 1200 1 0 1 1. 25 0. 0 I 1. OU I 1. 00 I DEMAND I Z r- an d prepared r Or opera+,ion o _ gyp._ C + f I eel i n other sect I On s . Prov i Tie f i na t connection and pro Pr phase re (ration5h i r to achieve I r �- 5110 1 0 1 100 1 0 1 7. 1 0. 0 i 1. 6 1 10. 8 1 ADJUSTED KW •TOTALS //�� P ! I PHASE B i .' I �rtt�� V U U }- ,, r . proper motor rota+ I on ,_______+-_____.L______+______+______ +_-_--------+------+------+-----------_________-___-_____+ U) Z ,og �;` CQ . I PHASE C 1 6100 1 0 1 0 ,1 0 NOTES: 1 18. 2 1 TOTAL CONNECTED KW I M i i t- (D Q Motor connec+.ions shot t l be Trade b sp l I t-bo It t� pe connectors using +__ _-____�_-_-----_--_+ +_____-�------+_ ____++___---+-----------------------------+ cam, U _z �W . Y / • proper too is and F I tt i ngs to assure good e lectr i Ca l cont i nu i ty and I I I A I B I , C (UPPER CASE INDICATES NEW OADS. 1 19. 6 I TOTAL ADJUSTED KW I Ll1 I LLJ � U W r, I I I I I I +-----------------------------------+ i- O Q Ill M low resistance joint. • . 1PHASE TOTALS I 1 6540 1 5.510 1 6100 ILOXER CASs INDICATES EXIS INO LOADS. 1 208 1 THREE PHASE VOLTAGE I O [1CY Q U O . .. r----------------------E-_ __ +______+------+-------I +------t---_____ ___--____----------� 1. r . , • •• -TOTAL PANE - ., -1. I 12./17/96 :DATE I I i •T L ( ; . 11 .. 1 08' 45 AM :TIME SOD I NG 1 1 54 1 AMPERAGE` 1 I I- __ -+ + + -+ Qi91 � I �f � � i v I - ' I 'L � I I - � : I I I I I .. . I . , L , I'll �, I , 1� :L': , � 11 11 I I 11 ,, I 'L. ,4•. ' L . , I I � . . . I . . L - , � i . , . I I . ' L I L L I . . . . . I I . L L "I IF. � - I . . I I I ., ,I � , . , : i -:: L �� 11 �, '' �� %"i- " , , ,� L . L . ,. . I L . I .. � " . : �, � 1. � - I I L . : q,, I �.� t . � . .�� - I � 'I, . . . . I I I . - � I IL, I'' I I � ��, , � , , . . I . : - � I I � � . I �� , . , " " " . j I I . L , I IL . I I I I '': . I I . 14�! 1. L� L '' I I r, �_ � � ,,� �'11.1,�_ i: . '; ,�_ , "'� , - �',�,� , . . t L .1 . L I ,� I I L I � � � " L' ' . �, , , r I � % � " I 9 �i 1. , I � � I" I I I - � : , . � . I . , � . . � . .r .. •. I I � � � , , � , �� , , �L - . I � , . , . , , �L ,�:�f, ;�, . I . � I - I . , . . 11 " �'L , I � �, , : 4 - I L� I I � ", I . I L , . I I : , r' . I ", � 'L I "I , , �j I 1- I � , . L : t , ��, ;� , � � " , L I, I I . � , � � - , ? , . . ,�� I � I I - I L I I . . .1 I I , . . . L .;, L , , �,� . , � �, , '. � ,� � 4-,- � . . . I. I . , L I . I �' I I � I L � I . � 1 , . � - . I 1�I I ,i �� � I � � I t. , , �, , 1: � , ... I I I 1 L . . . I ,� � . , . � - . I I 11 I " _, ,;4� , L, , , 7 L, I �. , . . � -( I I , � . I I , , q , ,� a , , � � . . �� L, � � :. % ... ., �•. r, w � ' ,; I I ,�� i ' , I . ., ,� :..k ., ..., 4: • .•.. v% :.1 .. , L.r � • . , ,. , .. , J ,.. ' .:. J ,,. a :i.; il, +' e, k ` J _ ., Yi- u .A„ r l [.-i ... ,! „ , ,�r.•, a ,..r .n,:' n i. �,•.� ! �'r . ------------------- POINT SPACING LEFT -TO -RIGHT = 0 Ff . , POINT SPACING TOP-Tr4-BOTToN = !8 pt ' LOVER L[FTHAND CORNER OF PLANE' X = 186.9 Y = 2395 Z = 0 ` UPPER RlG*TH»ND CORNER OF PLAN[' . ` X = 400.1 Y = 378,3 Z = 0 ` LIGHT METER IS NORMAL T� PLANE � AVERAGE fc = 2.11 ' \ MAXIMUM fc = 108 � ` MINIMUM Pc = 54 ' AVERAGE/MINIMUM = 3.91 MAXIMUM/MINIMUM = 20 TDrA� NUMBER OF POINTS = i09 ' ` ' `- ' j�.�� ''.�Jp . 3: U_ [} [1 (1 ' C8 � 0 �� O 0