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F.J ��- L O a z O u.."1 • H 0 E (< Z j cn cW O ) < `" d E -4 �� \./ f+t' Minn, kl • .t .E. 98'6` T.F.E. 997 T.F.E. 97'18' MI S SEE BETA'. A SM. • 1'6' • RBOVE e_ 11 4" = 1'0" 4 i_1•8" ABOVE ye _ f L's SHOP WELDED FRAME F IELD VELD TO HEAD R L" I THIS COL. TS 4X4X.25 Y/ 18X18X1' BASE PL & 2 - 3/4" X 1r A.B. FILL BLK. BELOW WI 7. 3888 PS.I. CONC. FOR -' 132" L6. OF WALL PROVIDE 4'r SO. X 1? DEEP FTG. Y/ 4- #5 E.Y. DP. STD. PPE COL -' YI 4X8X5/8' BASE PL & 2- 3/4 "X8'A.8 ON 1' SHOUT ON BOW BMt (3 THUS) 12X16 SINGLE CORE BLK. ABOVE EL. 98'6" W/ 6 - #6 VERTS. & #3 TIES 1 . 4 . @I2'O.C. RUN BARS TO LINTEL BR6. FLL W/ 3 P.S.I. CONC. 1 -RIB CUT -NO REII4F. REQO.- - 2-RB CUT- REENF. W/ 1/8" PL -- -� 3 OR ICE R EBS CUT PROVIDE ►�- --� L FRAMING AS SHOW[` BEL ' W TOP CHORD L5XSX5 /16 -S1.6. - (TYP) FIELD VELD TO BOTH SIDES OF JST. TOP CHORD HERDER L's4X4X1 /4" SHOP - WELD TO LSXS 1'4sF114. VALE is CORBEL 7 � . 1`8 WALL ABOVE 18" 12X16 SINGLE CORE BL _ ABOVE EL. 98'6" W, 6-#6 VERTS. & #3 TI 12 O.C. RUN ACAS_ TO LINTEL BR6. FLL Y/ 3888 P & Frnur \S1 SEE DETAL A SM. SEE DETAIL B 1 P.. • CORBEL L4 r4-2'4 FIG. '40 r- SEE DETAL A r- -T.F.E. 97'2" NO SCRLE 5'4' 5'4" 29'6" IT 2 -RIB CUT PROVIDE PL ioj VERIFY SIZE, N0. & LOC. OF ALL OPGS. W/ MECH., ELECT. & GEN. CONTRACTORS (FoPG;FRAME PLAN VIEW - -- TF.E.98'6" — _.__ L3X3X1 /4"X4'1.6. BOLT TO ER. JST., EA. SIDE OF PTN. 6X8 CONT. BOND BM. Y/ : - #5 CONT 73.1®" TF=E- ''3 1 16s CONC. SLAB ON ME 1V/ SX6- W2.9XW2 V W)t SEE S.O.G. MOTE F.F.E. 99'6" SLOPE TO DRAIN-SEE Pi 8W8* FOUNDATION PI RN 1/8" = 1'8" LOOSE PACK WI FEBERSLASS NOTE: SEE ARCH. FOR BLK. PINS. & CEILINGS 7 NO SCALE I/ U- m 1" CLR. 1 -1/2' STL. DECK 29'6' SEE DETAL STE.. 97'2' T.F.E. 98 e 5`4' 74" 1 5'4 _ 1" CLR. WHERE JSTS. PENETRATE WALL 1" 7 8X18 & 5/16"X13 1'r IAALL N' )P''oK C7E-1A '4" FDN. WALL CORBEL '6' WALL ABOVE1 '2" TS 4X4X.25 COL. TYP. U.N.O. EZUECT 4`8" S. X 12* DEEP CONC. FT6. PAD WI 4-15 E.Y. T.F.E. 96'6" 0 16" X 24' CONC. PER VI 4- #7 VERTS & #3 TES @ 12" O.C. TOP OF PER EL. 997 © 6" MN SIAM tONC.STOOP SLFS Y/ #4 @ 12" E.Y. PROVDE 6' VO® UNDER SLAB. TOP OF SLAB EL. VRRIES SEE ARCH. 0 FLL COMES FROM! FTG. TO LINTEL BR6. W/ MM1 P.S. L CONC. & ROW. WI 2-#5 tDWL. TO FTG.) L3-1/223-1/2X1/4" SHOP WELD TO COI.. & 2- 5/8 "R3078 .T TO BM. STL.B, SEE PLAP4 3 S2 W8X18 & PL 5/16"X13 CONT. 0 SECTION yr -r -r 74 741* #S VERTS. @ 4T 0.C. FROM Lt ER BOND BM. INTO ROOF BOND BM. UPPER APPARATUS RLL PLAN W16X31 it PL S/16"Xl? W/ 1/4" GUSSETS 132 0.C, ONE SIDE ■ N YBXl k PL 1/16'X13 '2 L 41' 7 SP. ! 4'i'�26'@' 2X38 & PL 1/4'X11 EN. 0 ?6. -1116731 & PL 5/16"X17 WI 1/4" GUSSETS @ 32" O.C. ONE SIDE WSX18 & PL 5/16"X13 W8X18 & PL 5/16 CONT. 1 ER C0L. 4 41 nr TO COI. 3 /8* MAN. THRU PL W/ 2 - 3/4" 13325 BOLTS ER. SCE W16X31 & PL 5/16"X17 Y/ we S ETS @ 3r0.C. 16'8* 1 W8X18 & PL 5/16 4'8' 1 TS 8X4X.25 SHOP WELD TUBES W/ FULL PENETRATION WELD & GR140 SMOOTH. PROVE 12X9X3/4M BASE PL. SHOP WELD TO TUBE 8X8 CON1'. BOND Bit W/ 2 - #5 CONT. TOP & BOT. r - 2 - 5/8"X12 ANCH. BOLT FOR LINTEL & PL. TYP. EA. 911 TYP. @ ALL O.H. DOOR LINTELS SECTION imr -a 35 2 - #5 VERTS. AJ RIB FROM LOW ROOF BOND BM. NTO HI6H ROOF BOND BM. FILL CORES @ REIF. LOC. W/ 3888 PS.L CONC. (8 LOCS. THUS! ROOF FRAMING PLAN 1/8* = 11* 74'r 71 TS 4X4X.2S COL. PROVIDE 12X9X3/4" COL. CRP 1/4" GUSSET PL. SHOP WELD TO COL. 12X8 BOND 8M. W/ 2 - #5 & L6X3- 1/2X5/16' (LLH) SEE ARCH. DETAL 4/8 14X8 CONT. BOND BM. W/ 2 - #5 CONT. TYP. @ EXT. WALLS - SEE ARCH. DETAILS 35'4" e'6' a 5'4" / 1'2" SECTION vr-r -a ,s. 1 •S' t W8X18 & 5/16X13 4 THUS • ` t 5'4" s•4' \- -4" CONC. SLAB ON 6RP.DE SEE PLAN ROOF FRAMING PLAN NOTES _ O W8X24 & PL 1 /41X11 CONT. OVER COL. 0 8X8 CONT. BOND Bit W /2 -#5 & LSX3- 1/2X5/ 16" QUO HIGH & W8X24 & PL 5/16"X13 LOW SEE ARCH. DETAL 4/7 TS 4X4X.25 COL. W/ 6X10X3/4" BASE PL. & 2 - 3/4" ANCH. BOLTS V/ 6" EMBEDMENT - SEE PLANS FOR COL. LOCATIONS PROVIDE 1" GROUT FOR BASE PL. CONC. FTG. - SEE PLANS & I GENERAL FDN. NOTES 4 N >° n 0 n n 1 c t -0 L Z z f C1 0 7 C4 C (- 4 r • J v) w z e 0 1 RECOMMENDED SPACING OF CONTRACTION JTS, SLAB t (INCHES) JT. SPACING 1 FEET 4" 8' -0" 5" 10' -0" 6" - 12' -0" 7 " 14 • - 8" 16' -0" SMOOTH OWL. BAR DIR. SLAB ON GRADE t 1/2" 4' , 3/4" 5' 3/4" 8 ' 1" 7" 1" 8" BRICK N SOLID SECT ION yr -r -e' RUN ALL STL. COLS. INTO ROOF BOND BM. (@ 1R/S2) L TO JST. 3/16 BRICK N SOLID CONT. L3 1/2X3 - 1/2X1/4 ", FIELD VELD DECK TOL6"IC. i3 `S 2 SECT ION v2° =i'-e" 1'6' 4' M1N. JST. BRG. 3/16 2 1 -1/2" STL DECK 8X8 CONT. BOND BM. W/ 2 - #S CONT. & CONT. L2- 1/2X2- 1/2X3/16" X1/1/2" DIR. HERDED STUDS X4 " LONG @ 24" IC. STL. LINTEL & STL. COL. - SEE PLAN (@ 1R/S2) 4' MIN. JST. BRG. 3/16 >2 TO L 1-1 /2" STL. DECK FIELD WELD DECK TO PL 6" O.C. BRICK IN SOLID 1 -1/2" STL. DECK JST. TO 12X8 CONT. BOND BM. W/ 2 - #5 CONT. & CONT. L2- 1/2X2 -1 /2X3 /16" W/ 1/2" DiR. X 4" LG. STUDS @ 24" O.C. JST. TO L 3/16 M ice. JST. BRG. 12X8 CONT. BOND iM. W; 2 - #5 CONT. & CONT. L2- 112X2 - 1/2X3/16" V/ 1/2' DIR. HEADED STUDS X 4" L6. @ 24" O.C. SECT ION yr -r-a SECT ION S2 1/2"r STL. LINTEL & PL. - SEE PLAN (@ 2A/S2) HELD WELD DECK TO PL 'O.C. BRICK IN SOLID 1 -1/2" STL. DECK 8X8 CONT. BOND BM. W/ 2 - #5 CONT. & CONT. PL 1/4'X3 W/ 1/2" DIR. X G" L6. STUDS @ 24" O.C. STL. STUD & PLYWOOD ROOF n,5 SYSTEM - SEE ARCH. DESIGN LORDS 40 P.S.F. 80 M.P.H. DESIGN STRESSES Fy = 36,000 PS.1. fy = 60,088 P.S.I. fy= 40,888 fp = 2 , CAST IN PLACE CONCRETE AT 28 DAYS CLASS A B f'c = 3,888 P.S.I. Interior slobs on grade and all other concrete U.N.O. C f'c = 3,008 P.S.I. Footings D f'c = 4,880 P.S.I. Air entrained concrete for all exterior platforms, sidewalks, exterior concrete walls, exterior stoops, romps, and stons. TYPICAL BLOCK LINTEL TYPES RND NOTES 1. Verify size and location of oll mechon icol U.V. U.H., louver and duct openings with mechanical contractor. 12" BI- k 8" Block -L ANCH. BRDG. SOLIDLY TO WALL \1' 1 4 - 3/4" 8325 BOLTS STRENGTH f'c = 3,000 PS.i. u 10" 4" 1 f Roof live load (od justed for drifting snow). Basic wind speed (U.B.C. 1985) R36 Structural Steel R615 Erode 60 Reinforcing Steel Concrete beam, column, pier ties, and stirrups only. Rllowoble soil bearing pressure (Assumed) LOCAT ION 6" Block 4" Block Maximum 3/8" oggregote re inf ored masonry fill -for any and all verticol or horizontal re in-for c ing anchor bolts, masonry fill below beam bearing, oll bond beams, etc. Contractor shall have option to provide Redi -M a or on -site drum type mixer. 2 - #4 Bot. 2 - #4 Bot. 1 - #4 Bot. 1 - #4 Bot. Non bearing will up to 3' -4' spun. 2 - #5 Bot. 2 - #5 Bot. 1 - #5 Bot. 1 - #S Bot. Non beoring wall 3' -5" to 6' -4" span. Fill lintel blocks solid with 3,080 PS.i. concrete (3/8" moximum oggregote). Minium bearing for block lintels 6" on solid masonry. Provide block lintels over all openings thru block walls not listed in steel lintel schedule. See detaas for types _,.d ati STL. LINTEL & PL. SEE PLAN TS 4X4X.25 COL. W/ 3/4 Mme. COL. CAP PL. & X10X3/ 4" BASE PL 11. GENERAL FOUNDRTIO GENERAL ROOF NOTES E z� 1. All -footing elevations shown are to top of footings. 2. Where steps in wall footing elevations occur, provide maximum step of 1 verticol to 2 horizontal. 3. All footings are centered under walls and columns obove, unless otherwise shown. 4. The "AC I Deto il ng Manual" (latest edition) is to govern fobr icot ion of all reinforcing steel. 5. Re nforc ing supplier to provide all occess or ies, chains, spocing bars and supports necessory to secure steel in accordance with Cl Detailing Manual". 6. Furnish #4 and #5 continuous wall footing re inf orc ing in stock lengths. Bend #4 reinforcilg around corners and through footing steps in field. Lop continuous footing reinforcing m in ium 15" of splices and stagger splices. Shop bend #5 through footing steps and around corners. 7. Continuous wall footings up through 1' -8" wide to be 10" thick Footings over 1' -8" wide to be 12 thick (unless otherwise shown). 8. Provide wall footing reinforcement as follow Footings up through 1' -11" wide - -2 - #4 cont. Footings 2' -8" through 2" -8" wide -2 - #5 cont. 9. Shore all foundation walls be-fore bockf al ing aid compact ing. 10. Provide 6x6- W1.4xW1.4 welded wire fabric in all slobs on grade and entrance platforms unless otherwise noted. Provide fabric in odd it ion to other reinforcing shown on plan. Provide welded wine block reinforcing in all masonry walls at 16' o.c. maximum. Install welded wire block reinforcing as per manufacturer's recommendations. See spec if icot ions and /or deto Is for odded re rforc ing. 12. Cross reference Architectural and Structural drawings to insure correct dimensions, plocement of all anchor bolts, inserts, etc. 13. Before encasing steel columns in concrete or masonry, point column buses and tops of anchor bolts with osphaltic point. 14. Cost dowels in footings for masonry walls and pilasters above. Dowels to be same number, size and spacing as the vertical wall reinforcing, and some size and number as verticol pilaster reinforcing. Dowels ore to project from footings o minimum of 24" or 36 diameters, whichever is greater. Provide 90 degree bend in p aoster footing dowels. Wall footing dowels ore straight unless otherwise noted. 15. Provide minimum concrete wall reinforcino as follows, unless otherwise noted: 6* & 8" concrete walls: #4 @ 16" o.c. Vert. & *4 @ 10" o.c. Hor iz.(center in wall) 10 walls: #4 @ 16" o.c. Vert. & #4 @ 16' o.c. Horiz. (each face) 12" concrete wolls: #4 @ 16" o.c. Vert. & #4 @ 12* o.c. Hor iz. (each foce) 16" concrete walls: 414 @ 16" o.c. Vert. & #4 @ 1 B" o.c. Hor iz. (each face) 16. Provide continuous 2x4 keyway in top of footings under concrete wolfs and in top of walls supporting concrete slobs. 17. Provide minimum concrete protection -for all reinforcement as per Section 7.7 of AC 1318 -83. 1. All block and bond beam fill shall be 3,000 p.s.i. concrete with maximum 3/8" oggregote. 2. Provide continuous bond beoms with 2 - #5 continuous at top of all bearing walls and end walls. See detols for angles and plotes cost in bond beams or concrete walls. 3. The structurol fabricator sholl furnish all plotes and angles cost in bond beams or concrete walls to pick up steel joists and steel deck. 4. Fill block under all steel beam bearings with 3,088 p.s.i. concrete o minimum of five (5) courses down for o 16" length of wall (unless otherwise noted). All steel beams shall bear o minimum of R" nn cn1 id NOTES: 5. 1'0" PART IT ION 6" 6" 2' -0" L6. SMOOTH DWLS. @ 12" GREASE & WRAP ONE END SLAB 0` GRADE CONSTRUCTION JT. --1/4 t SAWCUT NET BLADE) W.W.F., SEE PLAN 1'0" SEMI -RIGID EPDXY JT. FILLER PART iT IONS, FOR SIZE & SEE DETAIL INFORMAT ION SHOWN 2 - #4 CONT. UNDER MRS. PTNS. ONLY, AT DR. OP6S. RDD 2 - #4 TOP X OP6. WIDTH + '`- PARTITION WIDTH + 6" OR MINIMUM OF 1' -0" 6" DISCONTINUE SLAB REINF. SLAB Jh GRADE CO \TR9CTION JT. SEE BACH. DV6S. LOC. ABOVE FOR NOT FOOTING CONSTRUCTION JT. 1. Smooth bors used in the construction joint shall be sowed and not sheared to length. 2. Contraction joints shall be perpendicular to the construction joints 3. Controction joints shall be sow cut into strip pours as soon as concrete can occept it without roveling (preferably 4 to 12 hours after plocement, absolutely before 24 hours). 4. Construction and controction joints shall be cleoned and sealed for curing purposes as soon as puss file. See Architectural Drowings for oll floor finishes, slopes, floor drains, etc. not shown on Foundation Plan. 6. Concrete for slab on grade shall have maximuM 4" slump and 3/4" maximum oggregote size. CONCRETE SLAB ON GRADE NOTE (S.O.G. NOTE) IMO 1 7 7 d N Gt- ExH, FAN * 2 (9 C - RAY-VAC., -- PAP1 ML BY M IIJSTAL1.,mt w i R E c E5'( ELECT Cr,NTR. -OFF FOR FUTUR YACUU 3iS OP 01"HCRS. BAs 1 5'1 c'TH E P E GA AS pF.ESS , RE-G. 12x I lz, UP r Rq 44 2 f . 12Xs2 UP To PRvf __ WAS1 R PRYE.1 . 12(VL U P'r0 GRV IC ;rt-fe_Rs 4 TAIL -P1 PE. W/ RF�_ECToF- p ox S • I j- toil✓ rya f' / alb 121,12. UP \ To PRV 14 5 I 112 24xtto 5 O. S . '2.4x ERNICE G A 1 , 5 M ETER , 9 5 5 M 6 1 4 - - + CON N' ©. Ca 2.0 P51 .}E RV iC . PRESS, C 11-7- —34" .r (2.5o) 1 toxjd St-tocK A SOR5-R J05130 75004 24x12 TYPE ``A''- GRILLES , Bar, , 5' -a'± ioxe) YPE ►'A' GKI }U E i1 RF Mo11NT- U I T ( 540) 0 51 (7(O ).4 Y 12x12 / „ 4 Bxico �-- r,� =�� - 1 cox 2" Do N1 E.s.r I C. WATER, IvIETE.F SEE 511'E- ALAN o t4 1-}r M5 FOR ^ON r: llcxl 1 't ; 2 1 I h2'' pt. W/ t3 '`VALE G 4t-oi'A.P ONt (1701'15H I N P1..0 T ) 4 (D PIP CoMEINED FIRE [DOMESTIC WATER SERViGE VACULI PiJ D C�1AP,GE SPKINICI. -EI' 5 -RVICE AssEMbLY FIR . DEPT, SIA1ESE CoNt.4 FIRE ALAR 4" TAI LPI PE. W /WALE FLEcToR T ' , 5100) FLOO SCALE : 1/4 }' 1' -o'' NOTES °N 5r T .j 4" 4 F AVIAN - r PIPE w/ RE.F L,ECTa R 45x24 UP 1'O GRV 2(x 'LC MorORi z1 [ DM pp. 14. xv D :•Ph? 4 2- (b(..o') i i '5) 4 " c 3 RD 315 � - I } HATCH OUSE- Alts 1CoM PRE EE DET- 11 / To UNIT #S2. 0* P 4" 140r- PEP, FD 4 RADIAT PIPE w/ KEFLECToFR I T' OF G RATE- @ CTYP. ) q ; D WATT R, SOFTEN - (;J ,/E _ =_a E. DST2.1M�, t � WI" 14EATER *2. X250 M514 I NPUT -r-'(P. ',A, GR,+ ALES SOT: 1 (o x I I. J 1 I I __ i 1cytki1 24 4(05) a 1 X:1 O �1 1.r� •--- r 1---s- (ox 16 °f.� O UNIT 1 4 'S 2( - 7oo 4 WT`) 4002 4 (4toc) 0 "--12x10 2" CASCADE AI R CoM PR 1 I TAt,AE. 7'- 0'' A E,oV E LOW B LOW DN FA tit 3' D.S KEYED NOTES 3/4" wall hydrant with vacuum breaker and ball valve inside the building. Set at 24" above grade. 3/4" hose bibb with vacuum breaker at 3' -0" above floor. Exhasut duct down to floor, see Detail 7/M3. Install within joist space. 0 Trench drain by General Contractor. I ball valve with 11/2" hose connector and anchor to bar joist. Verify exact location. 1/2" air ball valve with quick connector at joist line. Verify exact location. 0 8 Co-Ray--Vac infrared burner - 40.0 MBH. 0 Thermostat by mechanical, installed and wired by the electrical contractor. 2' floor drain. I ( Fire Damper. ! 2 Duct installed within fire rated enclosure by the General Contractor. ! 3 Splash block by General Contractor. 1/2" air down to pressure regulator and quick connection coupling at 6" above bench. ! S Occupied and unoccupied thermostat with selector switch by Installed and wired by the Electrical Contractor. 16 36 x 8 type "A" wall grille. 17 20 x 8 type "A" Wall Grille. 18 6 x 6 type "B" Register - CPM noted. 19 10 x 1 0 type "B" Register -- CFM noted. 20 24 x 6 type "C" Grille. 2 t 24 x 12 type "C" Grille. 22 2410 type "D" ceiling diffuser - CFM noted. 23 20 x 6 type "E" ceiling register - CFM noted. 24 20 x 8 type "E" ceiling register - CFM noted. Mechanical. (D 0 � l 0 '"; f, L- 3. ..d � C .1; E -14 rs. Q O v ›• Hx Uw N C4 O c U) I z 0 Z. 0 < �--d w `(E �\ C��.L 5 1 r ff (.. ?LA N `d \SV4 ) \8 xt3 �c ,r1N 2,0*... 13 18 x \3 ,,; , / IS - ,8x18 / 18x� S i � S RAISE. CR QRoi \N Q\RR` \CN R . 5 S \Sc I _L 4 . 1 CAt]+nP : rnc. 2\, L CA -) . BACKDRAFT (eDD) r�cL.S cR cA PANEL CAMPeR � .� ( -,, PV . M P z-L R , N,o _ ,) / DAMPER TYPE A.?. � © to -<- t r j L__11, , r DUB "uR1.1 \4.103 uP ..NC..) OCWN ONE DIAC701.-A P.4._ 1- 1p\C,X7 7-' , CR ;. 7440 I) \aoN�\ -S ,rNzAc. - E s9\:1 r"71 r f LJ . ;U � S.∎4 lu C., LP ; L)'RN \N C, phi. CUC" ;v wi UP auto ' c' N \ \T\-! - .;.tZN t N � '4E S C- x9 ( \RCW ?^.S. SRN -O RRS' DlM.) pNES r NCB v2..9 ,r7 // �! ' T)R14 \NV UP ..R;•ING DN. ACJUS'ICAis LINING I - A COVST\CM. 1_it11NG AC USZ \�Al.. NG - - - - - - 'KI - _ Via, _ S - -+ 1 1 8 x G I - - - \- METAL SIZE_ — — SrtT. MEAL 51::::- POI NT :F CHANGE. 2.0 CLAD 1.0' W.C. CLA55 ' - IN DUCT cl%NSTRL;C- j- L.� *C. CLASS -I I.O' W.C. CLASS - TIoN (SY 5,T.a- C - -- _ __i PR =y, 2„ I' oR '!2') — FIRE rJAMPFR 1 . . , I t � A VCRT►CAL. 705 !4I . Y - 1 �. - '�` P' T - J A L • HoR1 L. P05 • ® CEILING LINE A.P. / GENERAL NOTES I. SET ALL PLUMBING FIXTURES AT STANDARD AND HANDICAPPED HEIGHTS AND SPACINGS AS SHOWN ON THE ARCHITECTURAL DRAW- INGS AND CALLED FOR IN THE SPECIFICATION. 2. SEE PLUMBING RISER DIAGRAMS FOR PLUMBING PIPE SIZES NOT SHOWN ON THE PLANS. 3. COORDINATE THE LOCATIONS OF CEILING DIFFUSER, GRILLE, RE- GISTER, DUCTWORK, AND PIPING WITH THE WORK OF OTHER TRADES. 4. DUCT SIZES SHOWN ON THE DRAWINGS ARE SHEET METAL SIZES ALLOWING FOR INTERIOR DUCT LINING. 5. COORDINATE WITH THE GENERAL CONTRACTOR THE LOCATION AND SIZE OF ALL WALL PENETRATIONS FOR LINTELS THAT MAY BE REQUIRED. 6. SLEEVE AND CAULK AIR TIGHT ALL WALL AND FLOOR PENETRATIONS FOR PIPING OR DUCTWORK. 7. ALL SUPPLY AIR AND RETURN AIR DUCTWORK FROM ROOF -TOP UNIT NO. 5 1 and S2 SHALL BE PROVIDED WITH I" INTERNAL ACOUSTICAL LINING. 8. VERIFY EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT AND ROOF OPENINGS TO MATCH ROOF STRUCTURAL JOIST LOCATIONS. 4x4 REDwoop �LEEpER BY MECH. CoNTRACYoR 1 RooF RooP MoUN TED PIPING MARI PLYWo0D X45 FELT5 USEP AS PAD. _ PIACE DIRECTLY OVER pirchi A PPL ED R Q\( GRAVEL GEN'L• CoNTR . RODE GAS PIPE SUPPORT CETAI L riot To SCALE BALL 491_,E) 5' / /4 /NE, fit UN/0A/ 3AC i LCC)/ ?�E /OE :VTR 8ACKFLC\V PREVENTER PIPI\G DETAIL MOT - .5 CA L := BALL VALVE' UN /ON 43ACx' .OLu RELIEF OUTLET ,RENO VAQLE GA5 T/GN T 1 CO VCii{{ S,EE .SPEC /F /CAT /0N5 TDP ELF v. 99'- to" q?'- (0 t 6 MO/VOL /TN /C POURED R QR 3 / ( STEEL 6./// T�-� CORR05 /ON R .E5 /ST ANT -� COATI A/ G` 3(0" NO SCALE 48 "D /A. /NFL /VI/VABLE wA 5 7 TRAP 3 ViN T UP TIY/g!J d oof ELE V 94 LO' 1I E X IST Y DP h Ex DI P WATER MAIN GA ' ')(.I�,)r• 18" R C. P 5AN I TAR`( SEWER Exl CVEF,H-E.A > ..LE.CrRIC TEL�P fr- u NES )(15T. r4 , I- I � k RI FFLE` ROAD PKOpEF.TY UNE PRorEF TY u N� SI-FE PLAN 5 CALE ■ 1 i z 5o`- o rl L T z z>- < Uj ��N 4.4 o y z OvDQ E 1.4 w° U a W W v) 0 • C,ONDUIT TO N W C O F PROPPETY \ IS ...AP _A t\l LDC 4.T '314 - M <7,\ EMPTY Iyz"C_'r© RADIO ANT / oN S►TE VER1 E'( LOCATIdt4 EAST of DRIVE Lp3/ 2P �i ______f_F TO MT R 1 O TO MOT'` 5 TO MOT 3 CONTROL TO MTRS PHOTO CELL P WP �!P CO-RAY - VAC CORT ROL F 1L WP 1 1 *1 0r - vV P FLOOF PLAN 5CA LE : 1/41--"=, I'- ._. m. ...... /TO MOT —TO MOT K b, a.- M WP 8 ' 1 cc ����Rt'•�Ta�3LE. 3'350 MCA CT S TB ..._ �b— e M PHOTO L\_L , ,: 4> PANE : - L 1 LI E 7MPTY I'C B 1 18' w P f L f1 .� ----- i p' M N °ERGRUut\1D SEikVICE. P. ) 1'0/aL13 \1 t4 z3 # 30 Nn un +.r r Mt.TER NOTES 1 Install and Connect the Radiant Heater Panel furnished by mechanical. Connect thermostat, burner and vacuum pump wiring in the panel. 2. Provide ceiling mounted receptacles for radiant heating burner and connect to control panel. 3 Connect to next exit sign or home run to Panel L 1. 4 Install sprinkler system alarm bell and connect to flow switch as shown. Refer to Alternate MI. 5 Interior photo -cell. Connect to operate "P" lights in Rooms 101 and 107. 6 Motorized Damper. Connect to associated PRV. 7 Connect to time switch in Room 1 15. 8 Pendent mount fixture close to ductwork, see mechanical and verify location and height in field. 9 Remote overhead door operator push button station: Install and connect in parallel with main stations in Room 101. Mark 1 -4. 10 Clothes washer and clothes dryer. 11 To radiant heating panel. 12 Provide junction box and wiring to low voltage switch in Room 102. Install and wire magnetic door locking hardware including low voltage transformer. 13 Low voltage switch - magnetic door locking. See note #12. 14 Provide junction box and wiring to operator. Connect coiled cord provided with door, for "SAFETY EDGE ". 15 Grade level fixture 5' west of flag pole wall, see site plan. 16 Feed - through GF I receptacle. 17 Exterior photocell. Mount above lower roof and connect to time switch in room 115. 18 Radio system speaker and volume control. 19 Transformer. Dry type,by Power Company. 1 UNDFR,GROU ate PR\MI 't L�. N 11'21CTOI` S 5' P ,. 2 SS E S\TF_ P_p\, 1 �tr)QR t a.O /a_4OV, I Pt L �FMH ?i72,3 ' So MCM 1 ELECTRICAL SYMBOLS "taOR, agldv, ' -P SAFETY SWITCH F u St Z P."1 300 Pt SEN1C1E R DII\GRI\N NO SCP\LE v ='rl / Viz; 3 ��.� M.�, (v\ FLoUREscENT Lt84-1TiNG FIxTURI 1 1 �A CEILING LIGHTING FIXTURE OUTLET (LETTER IS KEYED TO FIXTURE SCHEDULE) 1 0 tlALL L1GtIi um H -rgirE OUTLET 0 EXIT LIMIT a to 5 W ITI W 1 TN .tGHT Et HARD v I• 1 ;p LC \kL P _;F, ?O t 0U7 ET gal DUPL RECEPTACLE .d S I IIGLE POLE SWITCH (2P, 3 OR 4 WAY, OR KEYED WUEN SHOWN) TELEPHONE OUTLET ELECTR C. HE . z t i1 ` il T3 1 -- 71 t∎/\ . S \N t T • M ()TOR (NO. IS KEYED TO EQUIP. SCHEDULE) DJ SAFETY Sul TCH r THERMOSTAT 0 JUNCTION BOX N 1 SERIES CIRCUIT BREAKER P/'.NELBOARD EI--1 ..� . a u k -- TON S ;'T14 N 1' R I _ NOTE IDENTIFICATION ----- -- BRANCH CIRCUIT, CEILING AND WALL - - — BRANCH CIRCUIT, FLOOR OR BELOW ' —.- HOME RUN TO PANEL CROSS HARKS INDICATED THE H0. Or #1Z WIPES, CONDUIT WITH N0 CROSS MARKS CONTAINS TWO ,12 WIRES UNLESS OTHER- WISE NOTED. CONDUCTORS OTHER THAN /12 RAVE THE S 17E SIIrn4N ADJACENT Tn THE CROSS MARKS OR ARE SEPARATELY NOTED. * - -- • C,ONDUIT TO N W C O F PROPPETY \ IS ...AP _A t\l LDC 4.T '314 - M <7,\ EMPTY Iyz"C_'r© RADIO ANT / oN S►TE VER1 E'( LOCATIdt4 EAST of DRIVE Lp3/ 2P �i ______f_F TO MT R 1 O TO MOT'` 5 TO MOT 3 CONTROL TO MTRS PHOTO CELL P WP �!P CO-RAY - VAC CORT ROL F 1L WP 1 1 *1 0r - vV P FLOOF PLAN 5CA LE : 1/41--"=, I'- ._. m. ...... /TO MOT —TO MOT K b, a.- M WP 8 ' 1 cc ����Rt'•�Ta�3LE. 3'350 MCA CT S TB ..._ �b— e M PHOTO L\_L , ,: 4> PANE : - L 1 LI E 7MPTY I'C B 1 18' w P f L f1 .� ----- i p' M N °ERGRUut\1D SEikVICE. P. ) 1'0/aL13 \1 t4 z3 # 30 Nn un +.r r Mt.TER NOTES 1 Install and Connect the Radiant Heater Panel furnished by mechanical. Connect thermostat, burner and vacuum pump wiring in the panel. 2. Provide ceiling mounted receptacles for radiant heating burner and connect to control panel. 3 Connect to next exit sign or home run to Panel L 1. 4 Install sprinkler system alarm bell and connect to flow switch as shown. Refer to Alternate MI. 5 Interior photo -cell. Connect to operate "P" lights in Rooms 101 and 107. 6 Motorized Damper. Connect to associated PRV. 7 Connect to time switch in Room 1 15. 8 Pendent mount fixture close to ductwork, see mechanical and verify location and height in field. 9 Remote overhead door operator push button station: Install and connect in parallel with main stations in Room 101. Mark 1 -4. 10 Clothes washer and clothes dryer. 11 To radiant heating panel. 12 Provide junction box and wiring to low voltage switch in Room 102. Install and wire magnetic door locking hardware including low voltage transformer. 13 Low voltage switch - magnetic door locking. See note #12. 14 Provide junction box and wiring to operator. Connect coiled cord provided with door, for "SAFETY EDGE ". 15 Grade level fixture 5' west of flag pole wall, see site plan. 16 Feed - through GF I receptacle. 17 Exterior photocell. Mount above lower roof and connect to time switch in room 115. 18 Radio system speaker and volume control. 19 Transformer. Dry type,by Power Company. 1 UNDFR,GROU ate PR\MI 't L�. N 11'21CTOI` S 5' P ,. 2 SS E S\TF_ P_p\, 1 �tr)QR t a.O /a_4OV, I Pt L �FMH ?i72,3 ' So MCM 1 ELECTRICAL SYMBOLS "taOR, agldv, ' -P SAFETY SWITCH F u St Z P."1 300 Pt SEN1C1E R DII\GRI\N NO SCP\LE v ='rl / Viz; 3 ��.� M.�, (v\