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HomeMy WebLinkAbout101 Towne Center Blvd Plans (foundation plan) - Toys R UsM - �"in EQ. EQ. CONSTRUCTION OR - I E0. EQ. CONTROL JOINTS I I o ho 0of�d�° COLUMN I 2 "H" MIN. NOTE- SAW CUT SLAB WITHIN 12 HOURS 1/2" PREMOLDED FILLER. 0 0 AFTER SLAB HAS BEEN PLACED. PLAN 1 4 I I o CONT. FOOTING I CONTROL JOINT d -0 W*m FINISH FLOOfi BASE PLATE O I O SLAB ON GRADE 1:4 SLOPE ° Y COLUMN BOTTOM OF / / ^ a = o V r, 1 4" LEVELING PLATE 1 t 2 BASE PLATE (OPTIONAL) TYP. PREMOLDED FILLER �a i /2' GROUT TYP. a o v I I SLAB ON GRADE 4 G 4 ANCHOR BOLT 2 ANCHOR BOLT a Cl BARS TO MATCH v o v TOP OF FOOTING ANCHOR BOLTS- BASE PLATE CONT. FOOTING REINF. .o CONT. FOOTING --- ti SEE TYPICAL BASE BASE PLATE OR PILASTER- v �1 q a SEE PLAN PLATE DETAIL 1 4 2 MIN. 3 ° NOTE: SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE f/10 MIN. v v D �I, ! (3/4" MINIMUM) a AND ANCHOR BOLT SIZES. SEE TYPICAL COLUMN BASE T~=7T1�ji�jjj I jjj= III-aTl=i�=iTl=l�-ll Q 4 I DETAIL FOR ANCHOR BOLT LENGTHS. -T1T=iTi--iTi=Tlf=fii-TTi= 1=Til=ill=ri-TTt- j' CONSTRUCTION JOINT SECTION T ILA T°�I�IAL T TI T IL N D I�AIL T I AL N BAD T PI AL A PLATE.. SLAB JOANTTYP. _T LU _- _ �_... Drawing efi6r9s No Dr aw n s S1 GENERAL NOTES VARIES S3 FOUNDATION PLAN (2) 3/4" DIA. BOLTS (TYP.) (2) 1/2" DIA. BOLTS (TYP.) WHERE DIM. "A" IS EQUAL TO OR ROOF BEAM SEE PLAN GREATER THAN 6" FIELD INSTALL A" S4 FOUNDATION DETAILS L2XZX1/4 AS SHOWN SEE ROOF ROOF JOIST LOAD FRMG. PLAN SEE ROOF PLAN S5 ROOF Ff2AMING PLAN - L 3x3x1/2x 12" LONG W/ S6 ROOF FRAMING DETAILS (2) 3/4" 0 EPDXY ANCHORS 3/16 GAP INTO BLOCK, GROUTED SOLID i I 3 16 OR (2) 3/4" 0 ADFIESSIVE 3/8" STIFF. PLATE II PLATE 3/16 ANCHORS EACH SIDE II . i 3 16" 1 1 2„ - 3/16 1 1 /2 ® 6 JOIST. GIRDER I IOIST GIRDER 3/16" 1 1/2" 3/16 STABILIZER PLATE (VERIFY -- f DIAGONAL BRIDGING . I _ __..� ~------__ IN EXTERIOR SPACES STEEL COLUMN THICKNESS REQ'D W/ JOIST _ L) PLATES GIRDER SUPPLIER) DO NOT I i I CAP PLATE W/ �1 EACH SIDE) " SEE SCHEDULE i I WELD JOIST GIRDER TO LOAD STEEL JOIST I I (4) 3/4 DIA. LN STABILIZER PLATE SEE PLAN A325 BOLTS /LJOIST BRIDGING COLUMN I _ Ty"ICAL J i TWELD TOANGLES T�' I AL JOIST I D SI T T DETAIL Tea JOIST IDI ANCTY I AL NAIL ATT Ll� N N TI LOAD _ SLAB ON GRADE U O _ m MASONRY WALL STEEL LINTEL _ ROVIDE 1*CLEAR EQ EQ EQ. EQ. SEE SCHEDULE - BETWEEN PIPE AND SLEEVE TYP. (CAULK KORFIL INSERTS ICON INSERTS CONC. BLK. WALL WHERE NECESSARY) CONC. FILL EXTERIOR FACE Q 0 7" r o a - - - - _ 10877 WATSON ROAD JOINT 4 Sl". LOUIS, M0 fa3127. j 48 BAR DIA. �1=1�1- d e e e 4 v I , OR 24" MIN. ING Il-I-II Io ° . z w a" B = ROJECT' MANAGERS i = 3/4 GROUT N III -III e 1 a f' (1) #5 VERT. FULL- •(2) 3/4 DIA. ANCHOR w a . HEIGHT OF WALL BOLTS W/ 4� HOOK. 1 �_ �2 v V o CORNER BARS - _ (IN/ #4 DWIL. INTO EMBEDDED 1 -4 INTO 2 ° `PROVIDE 1" CLEAR cv MATCH SIZE & SPACING OF HORI'Z. BARS. WHERE FTG. TO MATCH) WALL BELOW BETWEEN PIPE AND 4 SIZE & SPACING DIFFER MATCH LARGER AREA. GROUT CELL SOLID SLEEVE TYP. (CAULK #4 DWL. LINE OF MAX. INTO FTG. TO MATCH) WHERE NECESSARY) (1) #5 VERT. (W/ WITH KORFIL INSERTS WITH ICON INSERTS EXCAVATION DEPTH PROFESSIONAL 4,1 GROUT CELL SOLID OF RECORD: � ADJACENT TO FTGa. 2'-0" MIN. Flu PAUL JHUBER RTYPI PLAN �JU:N 1 91995'�IAL LIN'TEL AIN �TT I L T I �,4-�2,-„0o'VIAL I�A NIN TI A N(F 4 0% U 11-41 D A • :} NIBEAMS TION DETAIL AS 0NWALL TAI L co 1 �-- REAR OF REAR OF J4,. EDGE THE BUILDING JOISTS F THE BUILDING q — OUTLINE OF INSIDE '"�-- REAR OF OUTLINE OF INSIDE National Of ice 1 a� FACE OF RTU CURB FACE OF RTU CURB OUTLINE OF INSIDE BEAM OR JOIST BEAM OR JOIST BEAM OR JOIST THE BUILDING FACE OF RTU CURB 3/16 G 461 From Road ' BEAM OR JOIST --- BEAM. OR JOIST BEAM OR JOIST BEAM OR JOIST Paramus, NJ _07652 BEAM BEAM OR JOIST M OR JOIST — — — — .99 78Q0 T Q • GEOEFREY — — �A A p, -- -- 51 L3x3x1/4 (TYP.) _ I C C — 54 PROVIDE .ANGLES AS 16 I I I I -----EDGE OF I I „ „ 3/16 This drawing is the Exclusive:, Property of REQ'D TO FRAME OPENING. 3/ I AS RE/4 JOISTS TOYS ri US:• The information shown-' may PROVIDE JOIST STRUT AS I I A_ A I I I I I I FRAME REQ'D. NI FRAME OPENINGS not be used nor the Drawings Reproduced } REQ'D. SEE TYP, JOIST LOAD I I A I STRUT DETAIL, A I A I NOTES: 3/16 withouk permission of TOYS '.'Si» <JS LL4x4x1 4x6" I I I I 1. CUT ROOF DECK ONLY ® II I i I ' I / - ROOF OPENINGS. I I BEAM OR Location - a j< a I , LONG 3/16 I I 2. REFER TO ROOF FRAMING JOIST "E„ I I I A PLN FOR RTU SCHEDULE, SIZES AND LOCATIONS.FL -__ — — I — I —SANFORI,,­-z.,' 1 ST� BEAM OR I L3 3x1/4 x I I I L3x3x1/4 ( I AS REQ'D. TO FRAME OPENINGS I_ . I I C--C OREM Drawing Title S 16 / AS REQ'D. TO FRAME OPENINGS I — —= AS REQ'D. TO FRAME OPENINGS _ q T - I II b L — CYON ACT TOYS "R" US REPRESENTATIVE IMPLEMENTATION U), - A] DET — --- — — — -- FOR APPROVAL BEFORE �" ---� -- — _ 34 1t 34AND12/3/4 SEE DETAIL 10/ / , / / ;":1`PI.CAL, — — — — — — — MA . L4x4x1 4 U DE B / B L4x4x1 /4 U DE B RTU CURB C�TYP� B� L4x4x1 4 U DE B FOR BASE DETAILS. B R TU CURB TYP. PROVIDE JO ST +;, C RTU CURB (TYP B B PROVIDE JO ST (( STRUT AS REQ'D. - STRUT AS REQ'D. - FRONT OF PROVIDE JO ST A_ E SEE TYP. JOIST SEE TYP. JOIST THE BUILDINGLU STRUT AS REQ'D. T IL SEE TYP JOIST ___... FRONT OF LOAD STRUT DETAIL < t : LOAD STRUT DE A /-- FRONT`OF --� LOAD STRUT DETAIL THE BUILDING THE Bl11LDING n A a,ou. Aw%i ..¢s sm�+ 8% � 9AMA 0 0 A ® � m®w errs • wm. w 0 �a mwoo ! A g Fa'� �r "�1 A ®�� I� 9 - ��� P� T�� s.�UPPOOK"T 'I -. SLAtj SCHEE LOCATION THICKNESS & REIN SLAB ON GRADE 4" CONC. SLAB ON GRADE W/ 6x6-W(1.4xW1.4 W.W.F. ` RECEIVING 4" CONC. SLAB ON GRADE R W/ 6x6-W1.4xW1.4 W.W.F. COMPACTOR PAD 6" CONC. SLAB ON GRADE R W/ (2) LAYERS 6x6-W1.4 x W1.4 W.W.F GENERATOR PAD TRUCK SLAB ,II SIDEWALK 4" CONC. SLAB ON GRADE R W/ 6x6-W1.4 x W1.4 W.W.F. _. i • 91 1 1 #6 ® 8" O.C. VERT. 0 COL. FTG. SEE PLAN SEE PLAN FULL HEIGHT OF WALL EE PLAN CENTER FTG. ON COL. E PLAN FULL SIDE OF DOOR SEE TYP. EXTERIOR CENTER LINE U.N.O. MASONRY WALL DETAIL #6 ® 48" O.C. COL. FTG. SEE PLAN 12" CONC. BLOCK (BEYOND)----+�- ABOVE DOOR OPNGS. 6 ® 32" O.C. VERT. NOTE: OMIT PILASTER CENTER FTG. ON COL. W/ HORIZ. JT. REINF. 0 16" O.C. 8" CONC. BLOCK - _ FULL FIT. OF WALL IF TOP OF FTG, CENTER LINE U.N.O. EE PLA #4 X 3'-0" ® 8" O.C. - ELEV. = 99 -4 SLAB ON GRADE -SEE rJ L4X3X1/4 (LLV) CONT, (1'-6') INTO CONC. WALL HORIZ. JT. REINF SLAB SCHEDULE W/ 1/2" DIA. HEADED STUDS I SLAB ON GRADE -SEE SLAB SCHED. a 16" O.C. ` — i 2'-0" i .� �' EE PLAI X 6" LONG ®12" O.C. TYP. COL. BASE 1/2" PREMOLDED SLAB ON GRADE - PROVIDE 3" MIN. COVER FILLER SEE SLAB SCHEDULE a o FACE W/ OVER COL. BASE PLATE SIDEWALK -SEE 2'-g" a 0 BLOCK SLAB ON GRADE - SLAB SCHEDULE _ I -0" FIN. GRADE #5 DWLS. ®48" m g I _ w � / 2'-0" " o ° $ SEE SLAB SCHEDULE 1/2 PREMOLDED i a � _ _ __ O.C. WHERE "H" IS o Y = - — FILLER N o=I I I_�r GREATER THAN 2'-0" I ° --- f ° - FIN. GRADE ° °o 1 Z ' / x x a o o q\ °o �o 8 3 =1 I I=1I I III ' (3) #4 CONT. w NZ w . ° IcD #4 DWLS. TO I NOTE: OMIT PILASTER N #4 DWL. -" 3f F- 16 X16 CONC. ®16 O.C. _ ®16 O.C. TRUCK SLAB -SEE # " MATCH VERT. IF TOP OF FTG. °' PILASTER -SEE " 6" 4 ®12 O.C. ALTERNATE HKS. ELEV. = 99'-4" L CONC. BLOCK SLAB SCHEDULEL7_7=7�_x ' #4 0 12" O.C. 16"x16" CONC. i i w SECTS. 2& 3 SHT. S4 PILASTER REINF. $ $" I ( " EA. WAY EA. FACE (2) #4 CONT. 6" W// 4 6 VERT. DWLS. 16' x16' CONC. _j PI ASjER�REINF. r 4 ° & #3 TIES (3 ®4" O.C. W 4 VERT, DWLS. x X X_�n x x 12 CONC. WALL 1'-8" &BALANCE ®12" O.C.) & #3 TIES (3 4" O.C. x & BALANCE ® 12" O.C.) #4 DWLS. ®12" O.C. FTG.-SEE PLAN w EA. FACE CD (2) # 4 CONT. 6" 2 -0 6 '\ E C TI 0 IN 3 4 SCALE: 1 /2"=1'--0" QY 0 2" EE PLAN SEE TYP. EXTERIOR MASONRY WALL DETAIL 8" CONC. BLOCK _ #6 ® 2'-8" O.C. VERT. F TURE ADJACENT FULL HT. OF WALL DG. WALL 2'-0" HORIZ. JT. REINF #5 DWLS. ® 48" 0 16" O.C. i O.C. WHERE "H" IS GREATER THAN 2'-0" SLAB ON GRADE -SEE s SLAB SCHEDULE FIN. GRADE _ cWn - z ~ ° W g CD_ o Z Lu s D � W uj to (2) #5 CONT. Z-0" — #4 DWLS. TO 12 T USED I MATCH VERT. COL. &FTG. 4000�_NOALTERNATE MKS. BEYOND 3 4 NOTE: FOOTING TO BEAR AT SAME ELEVATION AS ADJACENT BLDG. FTG. 13 E T1 f\l 3 4 SCALE: 1/2"-1'---0" a i i S TOTAL UEAD LOAD = ts.0 Fbr . . /5" DEEP JOIS END 0 GRID LINE ' E ONL LIVE LOADS i r METAL DECK/JOISTS = 20.0 PSF T.O.S. 115'-11 5/8" _ G3�2 8N11-.-KSP G� 3 G9N1 .7K GN 32 8N11. KSP _ JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS TRIBUTARY AREA 0 TO 200 SQ. FT. = 20.0 PSF o o TRIBUTARY AREA 201 TO 600 SO. FT. = 20.0 PSF TRIBUTARY AREA OVER 600 SQ. FT. = 20.0 PSF "2 "2 UPLIFT DUE TO WIND RTL -4 RTU-3 SEE SCH DUL m SEE SCHEDUL m GROSS UPUFT METAL DECK/JOISTS = 32.3 PSF L Li U W JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS = 14.65 PSF M NET UPLIFT 1 1 28K JOI S 2 K9 JOISTS JOISTS = 19.3 PSF JOISTS GIRDERS = 0 PSF 18K9 JOISTS 28 9SP 28 9SP 2 51 COLD N SCHEDUL MK SIZE BASE PLATE ANCHOR BOLTS Cl TS. 6 x 6 x 0.3125 12x12x1 (4)-3/4"0 C2 TS5x5x0.25 6x12x1 (2)-3/4" 0 C3 TS5x5x0.1875 7x12x1 (2)- 3/4" 0 Sox x0.3 x10x 3/4 2 - 4 rn m 0 i I I . tn L o ,r L y m -LINTEL SCHEDULE -_--STEEL CLEAR SPAN 12" BLOCK OR „ 8 BLOCK .+ 4 BRICK 8" BLOCK 6'-4" OR LESS (3) L3 1/2x3 1/2x1/4 (2) L3 1/2x3 1/2x1/4 OVER 6'-4" TO 10'-4" W8x10 W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE OVER 10'-4" TO 12'-4" W8x13 W/ 11x1/4 PLATE W8x10 W/ 7x1/4 PLATE OVER 12'-4" TO 14'-4" W8x21 W/ 11x1 /4 PLATE W8x13 W/ 7x1 /4 PLATE LINTEL NOTES: 1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. 2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). 3. LINTEL SIDES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE SHOWN ON THE DRAWINGS. 4. WHERE W8 BEAMS WITH PLATES ARE USED, PLATE SHALL BE CENTERED ON BEAM AND SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 12" O.C. EACH SIDE. 5. SEE "TYPICAL LINTEL BEARING' DETAIL (SHEET S2) FOR END BEARING AND WALL ANCHORS. 6. ANGLE LINTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. WHERE W8 BEAMS WITH PLATES ARE USED PLATES SHALL BE GALVANIZED. 1' r.: ,� rn it 4 � LI RTU Suo"HEDUL MK MANUF, CURB LENGTH JOIST LOAD REMARKS RTU 1,2,5 LENNOX 8'-6 1/2" 680# TYPE III RTU 3,4 LENNOX 7'-8 1/2" 480# TYPE II RTU 6 LENNOX 3'--8 7/8" 140# TYPE I RTU 7 LENNOX 6'-10 1/8" 260# TYPE II RTU 8 LENNOX f}'-8 13/8" 140# TYPE NOTE, VERIFY. -ALL „LOADS, LOCATIONS; CURB. SIZES `AN,D OPENING SIZES -WITH ` MECHANICAL CONTRACTOR PRIOR TO FABRICATION. -ADJUST SPACING, OF; STEEL JOIST AS REQUIRED FOR MECHANICAL OPENINGS: . SEE TYPICAL RTU .SUPPORT DETAIL TYPE 1, II & III FOR FRAMING. JOIST, LOAD: CONCENTRATED FORCES TO BE APPLIED TO EACH SPECIAL JOIST FOR THE DESIGN PURPOSES AT THE,LOCATIONS, IDENTIFIED ON THE PLAN. o GPI Ci � C T.O.S. 117 -0 3/4" - 44G8 11.0 44G N10. KSP 44G8 11.0K -2 1 2 -2 1 2 O� -2 1 2 0 - RIDGI G AS REQ' . P.SESPC. 1 RT -5 r, SE SCH DU U W 1 28K9 JOIST K9 ISTS 281 9SP J_ 17 109% L�z - 5 f1 N n GY O �J O V 2.0_3. 118'-1 7/8'_ 48 8N11. 48 9N10, KSP - 4$ 8N11. KSP cn - m R 8K SP RTU 2- SE SCH DULE SEE SCHE ULE a 8K9 GIST 28K JOIS S 2 K9 J ISTS 28 9SP 28 9SP SKYLIGH DETAIL - (TYP. 0 " RTU 8 RTU -7 SEE SCH ULE F 1:1 SEE SCH ULE' 10 5/8' E EQUALSPACE 9 E AL SF ACES 8 QUAL PACES 10 5/8" 1'0 1 a SKYLIGH .9 1 a ROOF J( 7` a� m C T. ® m 1' x, CANT. TO G� � w � 3.4 �' 'h A.1� T,O.S. 119'-3" _ W18x3 -2 1 " G 1$x40 21 2" W18x35 -21 2" _ - - r.17 2 0 1 N w ^ W1 12 1 r' T.O.S. 119'-6" 5 6 ` m 10x 2 W1 x12 W1 x12 W1 x12 W10 12 W1x.,12 x1 Ox12 W1012 W10x1 5 6 A - - - - = - - 4 co 1 TO 1.5 3.4 TO 4 6 g ,5• W ®EA I I 1 1 5 6 UNE A i i 1 �'p 3 EQ. SPA 1 2 EQ. SPk EQ. S A. TYP. 1' 3" 12'-11 1/8" 7 EQUAL SPACES 7'-10 8" = 55-0:5/8' 9'-4 3/4" 12'-11 111 8" 1'-3" G 1.5 1.7 2.1 2.2 2.3 2.4 2.5 2.8 2.9 3.1 3.4 26'-6" 92'-9 5/8" 26'-6 3/8" r 10 5/8" 21'-7 1/4" 21'-7 1/4" 38'-7 1/2" 31'-1 3/8" 31'-1 3/8" 10 5/8" 145'-10" 4 PLAN NORTH GOOF FRAMING PLAN- w-amr.411M > • jj , .... a _. ... .. .. .. 1.. .. x ... -., .. ..... .. .. - -.. >. ... .: .. ., ... < ,.. ':: ., : }. �: .__..:ram_. _._.1.'t_..�_...s ...._,... r... .L.._..:�a:�_l�_i.. �__.t:. 7--l—�...rt !... :._.�,� � • �.. r t ,_. �_ si_ �. "..�' :rt •:, .`Y. fy r V a c" 0 a rn I 4 I TIC) m m o• o. s —o j 0 . M O O .L7 KE"YED NOTES (APPLICABLE TO DRAWINGS M1 THRU M4) AHAC SHALL PROVIDE TYPE L COPPER CONDENSATE DRAINAGE PIPING SYSTEM OF SIZES AND ROUTING AS SHOWN ON PLAN. EXTERNAL 4" DEEP P-TRAP REQUIRED ONLY IF EQUIPMENT IS NOT SUPPLIED WITH A BUILT-IN TRAP SYSTEM. VERIFY WITH LENNOX. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. REFER CONDENSATE DRAINAGE PIPING SUPPORT DETAIL AND RTU CONDENSATE DRAIN PIPING DETAIL ON DWG. M3. TERMINATE CONDENSATE DRAINAGE PIPING NTH 90' ELBOW DOWN OVER GUTTER. REFER DWG. A11 GUTTER DETAIL. SLOPE CONDENSATE DRAINAGE PIPING AT 1% (MIN. & TYP.). SUPPLY AND RETURN AIR DUCTWORK SHALL HAVE 1" THICK INTERNAL FIBERGLASS DUCT LINER EQUAL TO 2 CERTAINTEED (CGS) OR OWENS CORNING. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. ALLOWANCE FOR INTERNAL DUCT LINER HAS BEEN MADE WHERE SPECIFIED. AHAC SHALL PROVIDE 90' ELBOW AND 12" (MIN.) LENGTH OF EXHAUST PIPE IN VERTICAL POSITION FOR GENERATOR EXHAUST. CAP WITH EXHAUST FLAPPER. SIZE EXHAUST PIPE PER MFR'S. RECOMMENDATION. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MFR'S. 4 RECOMMENDED BEND RADIUS, WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 1/2" WIDE SHALL BE USED TO SUSPEND FLEXIBLE DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS. BOTTOM OF SUPPLY (S2) DIFFUSER (21"0 NECK) AT 12'-0- A.F.F. LOCATE DIFFUSER CENTERED OVER THE 5 SERVICE DESK AREA. PROVIDE 21"0 SPIRAL DUCT DROP (WITH NO TRANSITIONS; OFFSET AS REQUIRED) TO DIFFUSER. COORDINATE EXACT LOCATION OF DIFFUSER AND DUCT DROP WITH LIGHTING. SUSPEND DIFFUSER AND DUCTWORK FROM ROOF STRUCTURE WITH NO. 12 GA. (MIN.) WIRE. TRANSITION SUPPLY AIR DUCTWORK FROM FULL SIZE OF UNIT CURB OPENING TO 21"0 ABOVE BOTTOM CHORD OF ROOF BAR JOISTS. VERIFY UNIT CURB OPENING SIZE WITH RTU MFR. PROVIDE WHITE PAINTED ANGLE IRON FRAME AROUND SUPPLY DUCT ROOF PENETRATION TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. THE INNER, ADJUSTABLE THIRD CONE ASSEMBLY OF THE DIFFUSER SHALL BE SECURED TO THE DIFFUSER NECK WITH #12 GA. (MIN.) GALVANIZED, SOFT ANNEALED, MILD STEEL WIRE TIGHTLY LOOPED OVER EACH OF THE THREE STEEL SUPPORT STRUTS WITHIN THE DIFFUSER NECK AND UNDER THE THREE STRUTS OF THE THIRD CONE ASSEMBLY. EACH WIRE LOOP SHALL BE TIGHTLY FORMED TO PREVENT ANY VERTICAL DROP OF THE THIRD CONE ASSEMBLY FROM IT'S FINAL POSITION. A6 BOTTOM OF RETURN (R2) GRILLE (30X12) FLUSH WITH BOTTOM OF ROOF DECK. PROVIDE WHITE PAINTED ANGLE IRON FRAME AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY CURB OPENING SIZE WITH RTU MFR. BOTTOM OF RETURN (R2) GRILLE (20X14) FLUSH WITH BOTTOM OF ROOF DECK. PROVIDE WHITE PAINTED 7 ANGLE IRON FRAME AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY CURB OPENING SIZE WITH RTU MFR. MOUNT TF-3 AND RELATED GRILLE AS HIGH AS POSSIBLE BETWEEN ROOF BAR JOISTS. TF-3 SHALL BE 8 INTERLOCKED WITH UH-2 TO BE LOCKED OUT WHEN UH-2 IS IN OPERATION. TF-3 INTERLOCK BY ELC. UH-2 CONTROLS BY HAC. REFER ELECT. DRAWINGS FOR CLARIFICATION. REFER TO DOOR HEATER MOUNTING DETAIL ON DRAWING M3, SCHEDULE ON DRAWING M4, AND SPECIFICA- 9 TIONS SECTION 15D FOR CLARIFICATION. TYPICAL ALL DOOR HEATERS (AIR CURTAINS). APROVIDE DUCT DROPS FROM UNIT FULL SIZE OF UNIT CURB OPENINGS. TRANSITION AS REQUIRED TO DUCT A SIZES SHOWN ON PLAN. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MFR. �11 NEW SUPPLY AND RETURN AIR DUCTWORK (INCLUDING FLEX -DUCT) FOR RTU-6 DUCT SYSTEM SHALL HAVE 2 1/2" THICK ALL SERVICE FACED DUCT WRAP INSULATION AS MANUFACTURED BY OWENS-CORNING, OUT -OF -PACKAGE R-VALUE = 8.3; INSTALLED R-VALUE =6.3. DUCT WRAP INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. 3.) COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED ONLY AS SHOWN BELOW. CIVIL ENGINEERING CONSULTANT IS: IVEY HARRIS & WALLS INC. WINTER PARK, FL CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND & NOTES 12/19/94 0 3/10/95 C-4 SITE PLAN 12/19/94 0 3/10/95 C-7 SITE UTIL. & PVMT. MARKINGS 12/19/94 0 3/10/95 C-9 GRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of 1 SITE PLAN 01-23-95 COORDINATION CHECKED BY DISCIPLINE: MECHANICAL NOTE: INITIAL DATE I INITIAL I DATE I INITIAL I DATE ALH 1/10/95 1 FRH 02-10-95 1 ALH 4/20/95 CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING F1, FOR COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALUING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYSTEMS SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE `STORE FIXTURES, SHELVING, AND RACKING, INCLUDING THE -FUNCTIONAL USE OF SAME. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. SPECIAL CONSIDERATION SHALL BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE -SALES AND RECEIVING DOCK AREAS. n 1 1.6 i I POWER ROOM 112 GENERATOR TRANSFORMER° -- I I I I 0 O 0 PROVIDE 24" X 24" SQ. 1" X 2" X 16 GA. PAINTED EXPANDED METAL MESH GRILLE WITH 1" X 1" X 1/16" ANGLE IRON FRAME PAINTED WHITE FOR FANkE3 DISCHARGE. O o SECURITY -- ROOM 102 TF-3 MOUNT AT 48" A.F.F. PROVIDE HONEYWEIA — MODEL #T651A (OR EQUAL) LINE VOLTAGE T-STAT. POWER WIRING THRU T-STAT BY ELC. T-STAT BY HAC. FAN SHALL RUN ON A RISE IN SPACE TEMP- ERATURE. SET T-STAT AT 80-F (ADJ..). PROVIDE CONTROL BOX AND 1/2" CONDUIT FOR T-STAT WRING CONCEALED IN WALL. T2-1663 36X24 (ON SALES AREA SIDE OF BULKHEAD, MOUNT AS HIGH AS POSSIBLE.) TELCO --'� 122 EQUIP ROOM 115 3 2 4 I I I I I I I ' COMPACTOR I II ff' RECEIVING BREAK I L I A A r - _ ROOM REFER ENLARGED SCALE i i � EUH REFER SPEC. 1 1/4"I 103 PLAN DRAWING M2 - 1 ON DWG. M4. 1 m-' _ -- J apses 2" DON. RISER. SEE DWG. Pl. Ir-----t-- D O Li O SPRINKLER RISER, SEE FIRE PROT. DWGS. D OD 0 I D O D O H__ PRE -SALES AREA 110I- � HALL 1 I 106 F 0 6 -c JANITOR II U I R6 109 I I 1 1/4- 1 1/4' I I II RTU -- D ------ -- D ----- --- D ----� RTU 3/4" f i I I 3 II REFER DETAIL AND L -1 COOLING a II I ONLY) II SPEC. ON DWG. M4 FOR DUCTWORK AND GRILLES. II (TYP. RTU-1 THRU II RTU-5.) 4"�- iI SKYLIGHT (TYP.). 1 1 PRE -SALES II / REFER DWG. A10. AREA II 110 II II I 1771 ------II------------------------ ------- -------- - II LL SALES AREA II I 101 0 , II I " II 3/4 1 NOTE: ---D I HAC SHALL MODIFY DUCTWORK AS REQ D, TO ACCOMMODATE II RTU I BURGLAR BARS AT ALL DUCT PENETRATIONS OF ROOF 12" II I SQUARE AND LARGER. II ((COO)LING L II NL �o II [77 II I ' LLd II it I II I 3/4" i I - 3/4" D======-�,-p D - r1-- - -- - ---- - - RTU I 1 2 REFER DETAIL AND (COOLING L ._ SPEC. ON DWG. M4 FOR ONLY) o I DUCTWORK AND GRILLES. (TYP. RTU-1 THRU r� C.P.U. I RTU-5.) -11,13 II COUNT- DIR. OFF. II ROOM 118 1 3/4" 6 RTU (COOLING ---�j 120 3/4, 7 ONLY) SERVICE VEST. �D — - SERVICE 121 �- - 117 %ENTRANCE VEST. a� DH 3 0.1 I RTU II •� 1 I DH 1� 9 1 �I 8 I I, 2 I --- EXIT VEST. 11fi I- 1.9STOREFRO!"NIT OFFICE AREA TRAINING 105 CLOSET 104 EF (ON ROOF) --WOMEN 107 -MEN 108 NOTE: UNDERGROUND UTILITIES OR UTILITY RISERS, INCLUDING SPRINKLER RISER, SHALL NOT BE INSTALLED INSIDE BUILDING WITHIN THE FRONT 100 FEET OF THE BUILDING. YAj Ln T 9 Q a C4 m C 9- u al Q u u0 T1 71 .0 NOTE: MOUNT BOTTOM OF TRANSFER FANS TF-1 & TF-2 ® 2'-0" (MAX.) ABOVE CEILING. PROVIDE AUXILIARY STEEL ANGLES, CHANNELS, AND/OR UNI-STRUT AS REQUIRED TO SECURELY SUSPEND FANS FROM ROOF FRAMING. PROVIDE AN11-SWAY BRACING AND/OR EARTHQUAKE RESTRAINTS AS REQUIRED BY LOCAL CODE. S1-360 1224 TF 12"0 FLEX- 1 DUCT OF 2) 23X23 4 22X22 (TYP.) 22X22 — -1166(EA.) -+--- 8X14 (MOUNT AS HIGH T2-2726 -- AS POSSIBLE) 36X24 _ ( ) 11 14X1144 BREAK ROOM 103� _- 16X14 �_ HALL 06 - 1 SPIN COLLAR W/0 DAMPER (TYP.) - - 6"0 ROUND DUCT 6"0 FLEX -DUCT t JANITOR 14. _ 109 18X14 RTU - 10 6 6"0 ROUND DUCT 11 ♦l M wl 105 X12 1 S1FLEX- - 2-r 624 (TYP.) (MOUNT AS HIGH AS POSSIBLE) TF-4 MOUNT AT 48" A.F.F. PROVIDE HONEYWELL MODEL #T651A (OR EQUAL) LINE VOLTAGE T-STAT. POWER WIRING THRU T-STAT BY ELC. T-STAT BY HAC. FAN SHALL RUN ON A RISE IN SPACE TEMP- ERATURE. SET T-STAT AT 80-F (ADJ.). PROVIDE CONTROL BOX AND 1/2" CONDUIT FOR T-STAT WIRING CONCEALED IN WALL. PR3- R3-400 S4-400 18X121224 1 COUNT RM. 120 R3-300 18X12 S3-300 RTU 12X12Y C- - -r s --- 8 18X12 LINED - 12X10 12X10 R2-870 (TYP.) FVI f R.A. BOOT � i _yA } � � -- 20X14 I DIR. OFF. 118 TELCO 14X12 DAMPER I 16X12 (TYP.) 2 (TYP.) 122 20X12 1 1.4 20X12 S.A. DUCT DN. 1.9 EQUIP. RM. INSIDE CHASE. 115 1 ROUTE S.A. DUCTWORK ON TOP OF CEILING FRAMING. PROVIDE 1 1/2" (MIN.) WIDE GALV. STEEL STRAPS FOR ANCHORING DUCTWORK TO CEILING FRAMING. DO NOT SUSPEND DUCTWORK FROM ROOF FRAMING. INLARGEDSTOREFRONT OFFICE P PLAN NORTH SCALE: 1 /8"=V-0" L-v T1- 394 1224 S1-230 1024 — 10"0 FLEX -DUCT SPIN COLLAR W/ DAMPER (TYP.) CLOSET 104 — 1OX10 EXH. DUCT UP TO EF-1 EF 1 (ON ROOF) --- WOMEN 107 E1- 350 1024 E1-310 1024 MEN 108 ENLARGED TOILAREA N At am PLAN • NOTE: FOR KEYED NOTES, REFER DWG. M1. �= KEYED NOTES revisions 71 M ul CD 0 co 0 11 u, f 12" 9'- 5" A.F.F. Z:r2 1 2 AIRSTREAM OVERALL LENGTH OUTLET WITH ADJUSTABLE VERTICAL VANES. NOTE: EXCEPT AS OTHERWISE NOTED AND SHOWN. DO NOT INSTALL UNITS AT ELEVATION ABOVE THIS DIMENSION 9 1/2 WITHOUT ENGINEER'S APPROVAL. 1' (MAX ) INSTALLATION: 1. FASTEN MOUNTING PLATE TO WALL OVER DOORWAY WITH FOUR (4) SCREWS. 2. SET AIR CURTAIN IN PLACE ON MOUNTING PLATE. 3. SECURE WITH LOCKING SCREWS. 4. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR COMPLETE DATA. 9'-4- A.F.F. 1. DOOR HEATERS/AIR CURTAINS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ENTRANCE VESTIBULE DETAIL. MOUNTING PLATE WITH SILICONE RUBBER VIBRATION ISOLATOR AIR CURTAIN UNIT SCREWS (4) LOCKING SCREWS PROVIDE ROCKWELL "SUPER NORDSTROM" FIG. 142, 200 CWP IRON PLUG VALVE, WITH LOCKING DEVICE "C" (COMPLETE ASSEMBLY). LOCK VALVE IN OPEN POSITION. FACTORY FURNISHED ALL WORK OWNER SUPPLIED) BY HAC FIELD INSTALLED BY HAC CARB. (REF.) 1 1/4" S REGULATOR �II a4 b 12 VOLT BRASS FLEX. FULL SIZE SOLENOID CONNECTOR FULL SIZE TO REDUCER VALVE DIRT LEG FUEL STRAINER SUPPLY FROM SYSTEM (NATURAL GAS) NOTE: CONTRACTOR SHALL VERIFY PIPING AND GAS FUEL HOOK-UP WITH GENSET MANUFACTURER'S INSTRUCTIONS PRIOR TO ROUGH -IN. Su"HEMATIC 3 GAS PILING DETAIL. 2 3 SCALE: NONE MINIMUM 4" X 4" NOMINAL 16 GAUGE GALV. STRAP ANCHOR WITH WOLMANIZED LUMBER X 24" TWO (2) #10 X 2" GALV. SHEET METAL MIN. LENGTH. CENTER SCREWS. BELOW PIPING. CONDENSATE DRAINAGE PIPING ROOF SURFACE NOTES: 1. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND TEES AND AT SPACING SPECIFIED IN SECTION 15B. PIPING SHALL BE SLOPED AT 1% (MIN.). 2. BLOCKING BELOW PIPE SHALL HAVE MEMBRANE COATING AT ROOF SURFACE. 3. DO NOT ATTACH 4" X 4" BLOCKING TO ROOF. SCALE: NONE NOTE: FOR KEYED NOTES, REFER DWG. M1. �= KEYED NOTES ADAPTER - (AS REQ'D.) OWNER FURNISHED RTU -\ OWNER FURNISHED --� ROOF CURB 3/4" ADAPTER -\ NOTE: EXTERNAL P-TRAP REQ'D. ONLY 90' ELL IF RTU IS NOT SUPPLIED WITH A BUILT-IN TRAP SYSTEM. VERIFY 1 WITH RTU MFR. 3/4" 4" MIN. TRAP SEAL 90' ELL TEE 2 1 EXTEND PER PLAN. _- ROOF SURFACE 3/4- PLUG MIPT - FOR CLEANOUT (CO) AND WINTERIZATION DRAIN TUN S ATE 1 3 SCALE: NONE .:: A Y ABBREVIATION'S AC AIR CONDITIONER ACC AIR COOLED CONDENSER ACCU AIR COOLED CONDENSING UNIT A.F.F. ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT BLDG. BUILDING B.O. BOTTOM OF CENT, CENTRIFUGAL CFM CUBIC FEET PER MINUTE C.L.; CENTERLINE COL. COLUMN CONTR. CONTRACTOR DO DOOR GRILLE DH DOOR HEATER (AIR CURTAIN) DIA.; O DIAMETER DISC. DISCONNECT DN. DOWN DWG. DRAWING DX DIRECT EXPANSION E.D.B. ENTERING DRY BULB EF EXHAUST FAN ELC ELECTRICAL CONTRACTOR EMS ENERGY MANAGEMENT SYSTEM EXH. EXHAUST FC FLEXIBLE CONNECTION FD FIRE DAMPER FIN. FL. FINISHED FLOOR GCC GENERAL CONSTRUCTION CONTRACTOR H2O WATER HAC HEATING AND AIR COND. CONTRACTOR H.P. HORSEPOWER HVAC HEATING, VENTILATING, AIR COND. LD LOUVERED DOOR (BY GCC) L.D.B. LEAVING DRY BULB MFR. MANUFACTURER MOD. # MODEL NUMBER N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.A.; O/A OUTSIDE AIR OAI OUTSIDE AIR INTAKE O.B. OPPOSED BLADE OBD OPPOSED BLADE DAMPER PBC PLUMBING CONTRACTOR P.D. TOTAL PRESSURE DROP R.A. RETURN AIR REQ'D. REQUIRED RTU ROOF TOP UNIT S.A. SUPPLY AIR S.P. STATIC PRESSURE SENS. SENSIBLE SF SUPPLY FAN SHT. SHEET T-STAT THERMOSTAT TF TRANSFER FAN TYP. TYPICAL UH UNIT HEATER W.C. WATER COLUMN % PERCENT 'F DEGREES FAHRENHEIT ---G--- GAS PIPING - - - D - - - DRAIN PIPING (CONDENSATE) --- I I- — UNION �-� DIRT LEG ---- GAS COCK N-- FLEXIBLE DUCT CONNECTION �f f if FLEX -DUCT DAMPER ® SUPPLY AIR DIFFUSER zRETURN OR EXHAUST GRILLE TO OR 0 THERMOSTAT �N NIGHT THERMOSTAT O SENSOR O TIMER SWITCH R,D DUCT RISE OR DROP (R=RISE, D=DROP) FLEXIBLE DUCT CONNECTION RETURN, EXHAUST, OR OUTSIDE AIR DUCT DISCHARGE OR SUPPLY AIR DUCT S1-125 -­ SUPPLY AIR -AIR QUANTITY (CFM) DIFFUSER 624 -•a DIFFUSER SIZE (NECK/FRAME) DESIGNATION 'TURNING VANES - NUMBER OF VANES SHALL BE BASED ON ACTUAL DUCT SIZE AND NOT ON 20X12 SCHEMATIC SYMBOLS ON DRAWING. DUCT SIZE DESIGNATION: SIZE IS SHEET METAL SIZE. ALLOWANCE HAS BEEN MADE FOR INTERIOR INSULATION WHERE SPECIFIED. UNIT MARK EQUIPMENT DESIGNATION ANOTES ON DRAWING REVISIONS No Date Description 1/10/95 PERMIT APPLICATION & 4/24/95 GENERAL REVISIONS 6-I2-.9 GENERAL REVISIONS 1 ', .A. ■ FAN SCHEDULEFURNISHED EQUIPMENT_ MARK MANUFACTURES SIZE MODEL C.F.M. / S.P. IN W.C. FAN K.P.M. H.P. /W LECTRICAL DA A VOLTS - PHASE DRIVE ACCESSORIES REMARKS LOCATION TF-1 GREENHECK BSQ-160-4 1399/2332 0.125 516/860 1/4 H.P. 115 1 B DS,AP,OSG,BG,VI INLINE FAN (2 SPEED) BREAK ROOM TF-2 GREENHECK SQ-80-D 394 0.125 1550 1/15 H.P. 115 �.. 1 D DS,OSG,VI INLINE FAN TRAINING ROOM " TF-3 GREENHECK SDE-14-24-A 1663 0.125 1725 1/4 H.P. 115 1 D DS,FSC SIDEWALL FAN SECURITY ROOM TF-4 GREENHECK SP-127 405 0.050 1580 190 W 115 1 D DS,FSC CEILING MOUNTED EQUIPMENT ROOM EF-1 GREENHECK GB-80-4 718 0.250 1590 1/4 H.P. 115 1 B DS,BD,AP,PC,BS ROOF MTD. TOILET ROOM DS - DISCONNECT SWITCH, BD - BACKDRAFT DAMPER, AP - ADJUSTABLE PULLEY, PC - PREFAB CURB, EIS - BIRDSCREEN, OSG - OUTLET SUPPLY GUARD, BG - BELT GUARD, VI - VIBRATION ISOLATORS, FSC - FAN SPEED CONTROLLER m �Y 0 i 0 1.8 t DIFFUSER &h GOR"SCHED`ULE CESSORIES REMARKS MARK APPLICATION MANUFACTURER / MODEL MAT'L. FINISH VC PC St CEILING ANEMOSTAT / DP STEEL BWE X LAY -IN T-BAR S2 DUCT MOUNTED ANEMOSTAT / C-27 STEEL BWE S3 CEILING ANEMOSTAT / DF STEEL BWE X X SURFACE MOUNTED S4 CEILING **ACUTHERM / THERMA-FUSER HC STEEL BWE ***SURFACE MOUNTED E1 CEILING ANEMOSTAT / GC5 ALUMINUM BWE X LAY -IN T-BAR E2 CEILING ANEMOSTAT / S3HOD STEEL BWE X SURFACE MOUNTED T1 CEILING ANEMOSTAT / GC5 ALUMINUM BWE LAY -IN T-BAR T2 SIDEWALL ANEMOSTAT / GC5 ALUMINUM BWE SURFACE MOUNTED R1 SIDEWALL ANEMOSTAT / GC5 ALUMINUM BWE SURFACE MOUNTED R2 DUCT MOUNTED ANEMOSTAT / GC5 ALUMINUM BWE R3 CEILING ANEMOSTAT / GC5 ALUMINUM BWE SURFACE MOUNTED FINISH: BAKED OFF-WHITE ENAMEL (BWE) * _ ADJUST DIFFUSER WITH THIRD CONE FULLY *** - PROVIDE DIFFUSER WITH ACCESSORIES: VC -VOLUME CONTROL PC -PATTERN CONTROL RETRACTED FOR MAX. DOWNFLOW DIFFUSION. HARD CEILING KIT. NO SUBSTITUTION FOR THIS DIFFUSER. ** - THERMALLY POWERED VAV DIFFUSER. COOLING SET POINT: 78' F HEATING SET POINT: 68' F NO SUBSTITUTION) FOR THIS DIFFUSER,. f;RTU-1 THRU 5 SUPPLY & �i sRETURN AIR DUCT AND RILLE SPELC"IFICATIO'll'S TRU SHALL PRO DE AND HAC TO INSTALL: 1. SUPPLY DIFFUSER BOX, RETURN GRILLE AND SUPPLY AND RETURN AIR DUCTS AS MANUFACTURED FOR TOYS 'R' US BY: ROOFTOP SYSTEMS, INC. 1811 TRINITY VALLEY CARROLLTON, TX 75006-6510 TELEPHONE #'S 214) 247-7447 (800) 552-4822 FAX # (214) 243-0940 on MICRO METL 3419 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218 TELEPHONE #'S �800) 317) 543-5980 662-4822 FAX # (317) 543-5986 2. DUCTS, DIFFUSER BOX AND GRILLE SHALL BE OF SIZES AS RECOMMENDED BY MANUFACTURER FOR CFM AND RTU MODEL LISTED FOR RTU-1 THRU 5. SUPPLY DIFFUSER BOX STATIC PRESSURE SHALL NOT EXCEED 0.45" FOR LISTED CFM. 3. SEE TOYS 'R' US CONSTRUCTION REPRESENTATIVE FOR SELECTED VENDOR. 0`0 HEATER A ELECTRICAL DATA EQUIP. MARK MODEL BLOWER HEATER HORSE POWER VOLTS PHASE VOLTS PHASE KW AMP. DH-1 AND 2 MK1-2-48 2 0 1/3 H.P. 1 120 1 1 --- I --- I --- I --- NOTES: - DOOR HEATERS (AIR CURTAINS) AS MANUFACTURED BY BERNER INTERNATIONAL ARE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. - REFER SPECIFICATIONS SECTION 15D AND MOUNTING DETAIL SHT. M3 FOR CLARIFICATION, INSTALLATION INSTRUCTIONS, FURTHER REQUIREMENTS, & ACCESSORIES/FEATURES. - MOTORS HAVE BUILT-IN THERMAL OVERLOAD PROTECTION. HEATING & COOLING SET POINTS UNLESS OTHERWISE DIRECTED BY TOYS "R" US, THE FOLLOWING SET POINTS SHALL APPLY TO ALL SYSTEMS: OCCUPIED COOL - 78' UNOCCUPIED COOL - 85' OCCUPIED HEAT - 68' UNOCCUPIED HEAT - 58' NOTE: THERMOSTATS FOR HEATING ONLY SHALL HAVE SET POINT RANGE OF 557 TO 757 & FOR HEATING & COOLING SHALL HAVE SET POINT RANGE OF 55-F TO 85-F (ADJ.) TO PROVIDE A RANGE OF 10' BETWEEN FULL HEATING & FULL COOLING. ALL HEATING & COOLING THERMOSTATS SHALL BE DESIGNED TO TERMINATE ALL HEATING 0 687 & ALL COOLING ® 787. HVAC EQUIPMENT SHALL COMPLY WITH GOVERNING CODE. OUTSIDE OUTSIDE AIR REQUIRED: NET OCCUPIABLE SALES AREA 12,973 S.F. X .3 CFM/S.F. = 3,892 CFM WAREHOUSE AREA 7,298 S.F. X .15 CFM/S.F. = 365 CFM TOTAL = 4,257 CFM mraHim, RTU-1 = 845 CFM RTU-2 = 845 CFM RTU-3 = 500 CFM RTU-4 = 500 CFM RTU-5 = 845 CFM RTU-6 = 305 CFM RTU--.7 = 300 CFM RTU-8 = 130 CFM TOTAL = 4,270 CFM ELECTRIC UNIT HEATER ( p EUH) SP ELECTRIC UNIT HEATER EUH-1) SHALL BE QMARK MODEL MUH03-71, 3.0 KW, 10,200 BTUH INPUT, 277 V, SINGLE PHASE, 11.0 AMPS, 350 CFM, 800 FPM, 27' F TEMPERATURE RISE, 1600 RPM, 1 100 H.P., 27 LBS. PROVIDE UNIT WITH MT-1 SINGLE POLE INTERNAL THERMOS AT, MPDS-25 POWER DISCONNECT SWITCH, AND MMB-5 MOUNTING BRACKET. MOUNT UNIT HEATER WHERE SHOWN ON DWG. M1 AT 8'-0" A.F.F. SET THERMOSTAT AT 68-F (ADJ.) ROOF TOP UNIT SCHEDULEJOWNER FURNISHED EQ ROOF TOP UNIT(S) FURNISHED BY OWNER EQUIPMENT MARK RTU-1&5 RTU-2 RTU-3 RTU-4 RTU-6 RTU-7 RTU-B NOMINAL TONS 15 15 12.5 12.5 3 5 2.5 TOTAL COOLING (MBH) 184.9 184.9 145.8 145.8 35.5 60.7 29.1 SENSIBLE COOLING (MBH) 140.3 140.3 101.8 101.8 26.5 46.4 22.1 TOTAL CFM 6000 6000 5000 5000 1200 2000 1000 ENTERING DRY BULB/WET BULB (7) 78.6/65.5 78.6/65.5 78.6/65.5 78.6/65.5 80.5/67.0 78.6/65.5 78.7/65.6 COND. AMBIENT (7) 93 93 93 93 93 93 93 ELEC. RESISTANCE HEATING KW N/A 41.3 N/A 27.6 6.5 N/A 4.6 BLOWER H.P. OR KW 3 H.P. 3 H.P. 3 H.P. 3 H.P. 1/3 H.P. 1 1/2 H.P. 1/3 H.P. MIN. OUTSIDE AIR CFM 845 845 500 500 305 300 130 COND. FAN H.P. OR KW 4 ® 1/3 H.P. 4 0 1/3 H.P. 2 ® 1/2 H.P. 2 ® 1/2 H.P. 1 0 1/6 H.P. 1 0 1/3 H.P. 1 ® 1/6 H.P. POWER SUPPLY (VOLTS -PHASE) 460-3 460-3 460-3 460-3 460-3 460-3 230-1 FILTERS 2" T.A. 2" T.A. 2" T.A. 2" T.A. 2" T.A. 2" T.A. 2" T.A. EXTERNAL S.P. (" OF W.C.) 0.60 0.60 0.60 0.60 0.50 0.50 0.50 APPROX. WEIGHT (LBS. - W/CURB) 2450 2526 1381 1423 442 801 422 EQUIP. EER/IPLV/SEER 9.2/10.5/--- 9.2/10.5/--- 9.3/10.3/--- 9.3/10.3/--- 9.1/--- /10.0 8.9/--- /10.0 9.4/--- /10.2 LENNOX MODEL NUMBER ECONOMIZER W BAROMETRIC RELIEF AND ENTHALPY CONTROL LCA180S ACCESSORIES/OPTIONS N LCA180S FURNISHED N CHA24-1603 BY N CHA24-1603 OWNER (Y OR N CHA16-413 N) N CHA24-653 N CHA16-311 N TWO POSITION DAMPER Y Y Y Y Y Y Y ALTERNATE DRIVE *Y *Y N N N *Y N ALTERNATE MOTOR N N N N N N N ROOF CURB Y Y Y Y Y Y Y BOTTOM POWER ENTRY KIT (IF AVAIL.) Y Y Y Y Y Y Y BURGLAR BARS Y Y Y Y N N N UNIT FUSE BLOCK N Y N N N N N TERMINAL BLOCK N Y N N N N N HEATER CONTROL MODULE N Y N N N N N HEATER FUSE BLOCK N N N Y N N N HEATER SUB -FUSE BOX N N N N N N Y UNIT SUB -FUSE BOX N N N N Y N__F Y N07ES 1.. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE * = FIELD SUPPLIED DRIVE REQUIRED. ENGINEER IN ACCORDANCE WITH SPECIFICATION SECTION 15D. 2. REFER DWC. S5, ROOF FRAMING PLAN, FOR EXACT LOCATION OF ROOF TOP UNITS. 3. PROVIDE PROPER DRIVE PACKAGE FOR LISTED CFM. 4. HAC SHALL FURNISH AND INSTALL SMOKE DETECTORS FOR RTU-1 THRU RTU-5 AND RTU-7. SMOKE DETECTORS SHALL BE WIRED TO AUTOMATICALLY SHUT DOWN THE UNIT AND SHALL BE PLACED IN THE RETURN AND SUPPLY AIR DUCTS. ROOF CURB (FURNISHED BY OWNER) CANT STRIP --� ROOF INSULATION TOP OF ROOF DECK FULL SIZE R.A. DUCT-/ RETURN AIR GRILLE ROOF BAR JOIST. --/ SEE STRUCT. DWGS. (TYP.) DOUBLE DEFLECTION - S.A. GRILLE (4 SIDES) SMOKE DETECTORS. REFER ROOF TOP UNIT SCHEDULE NOTE #4 THIS SHEET. -FULL SIZE S.A. DUCT PERFORATED STEEL AIR DEFLECTOR - S.A. DUCT TRANSITION \-- SUPPLY DIFFUSER BOX rfE. FOR RIU-1,20 FULL SIZE R.A. DUCT RETURN AIR GRILLE ROOF BAR JOIST. SEE STRUCT. DWGS. (TYP.) SMOKE DETECTORS. REFER ROOF TOP UNIT SCHEDULE NOTE #4 THIS SHEET. ROOF CURB (FURNISHED BY OWNER) CANT STRIP ROOF INSULATION TOP OF ROOF DECK DOUBLE DEFLECTION J S.A. GRILLE (4 SIDES) TYP. FOR R -,3&4 NOTES: - INSTALLATION OF DUCTS, DIFFUSER BOX, & GRILLES IS TYPICAL FOR RTU-1 THRU 5. - DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS FOR S.A. & R.A. DUCTS FOR RTU-1 THRU RTU-5. - REFER RTU-1 THRU 5 SUPPLY & RETURN AIR DUCT AND GRILLE SPECIFICATIONS ON THIS SHEET FOR FURTHER REQUIREMENTS AND CLARIFICATION. - HAC SHALL PROVIDE AUXILIARY STEEL CHANNELS, ANGLES, AND/OR UNI-STRUT AS REQUIRED TO SECURELY SUPPORT THE S.A. DUCT, DIFFUSER BOX, AND GRILLES FROM THE ROOF STRUCTURE. PROVIDE VIBRATION ISOLATION FOR SUPPORT FRAMING. -FULL SIZE S.A. DUCT PERFORATED STEEL AIR DEFLECTOR -S.A. DUCT TRANSITION SUPPLY DIFFUSER BOX N 0 EL i rn i O , b co i v I � m I O 0 °' P. q. t 0 '—i rr� -�i:-..�• ,.Y�. its �'4. ' t. y�e: KEYED NO (APPLICABLE TO DRAWINGS P1 AND P2) 0 ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED WITHIN THE TOILET AREA WHERE HUNG CEILING IS APPLIED. 0 FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS. 3/4" VACUUM RELIEF VALVE. SEE SPECIFICATIONS SECTION 15C. ® TEMPERATURE/PRESSURE RELIEF VALVE WITH NO TRAP IN RELIEF LINE. ROUTE RELIEF LINE FULL SIZE, WITHOUT UPWARD OFFSET, TIGHT TO WALL AND EXPOSED IN THE JANITOR'S CLOSET TO FLOOR RECEPTOR (FR-1) AND TERMINATE AT 2" ABOVE FLOOD LEVEL OF FR-1. SLOPE HORIZONTAL VENT PIPING FROM STACK AT 1/4" PER FOOT. (MIN. AND TYPICAL.) © OFFSET 4" STACK AT ROOF TO AVOID ROOF FRAMING. (IF REQUIRED.) 0 ALL HOT AND COLD WATER PIPING SHALL BE INSULATED WITH 1" THICKNESS OF OWENS— CORNING HEAVY DENSITY INSULATION WITH ALL SERVICE JACKET. K = 0.25 AT 100' F MEAN. ® ABOVE GRADE DOMESTIC COLD WATER PIPING IN SALES, PRE —SALES, AND RECEIVING AREAS SHALL BE ROUTED AS HIGH AS POSSIBLE WITH ALLOWANCE FOR SLOPE AS REQUIRED. 3/4" C.W. DOWN TIGHT TO COLUMN. PROVIDE UNION ELBOW TO PROVIDE MINIMUM PROJECTION OF PIPING FROM WALL. NO PIPING SHALL PROJECT MORE THAN 9" (MAX.) FROM THE INSIDE FACE OF THE FRONT EXTERIOR WALL. 10 MOUNT FREEZE —PROOF WALL HYDRANT (WH-1) AT 1'-6"i ABOVE FINISHED GRADE BUT N,OT LOWER THAN 6" A.F.F. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH OWNER'S REPRESENTATIVE. 11 PROVIDE 20" X 20" X 9" DEEP GALVANIZED SHEET METAL PAN UNDER HWH-1 WITH 1 1/4" DRAIN PIPE ROUTED TIGHT TO WALL AND EXPOSED IN JANITOR'S CLOSET TO FLOOR RECEPTOR (FIR-1). TERMINATE DRAIN PIPING AT 2" ABOVE FLOOD LEVEL OF FR-1. 12 3/4" C.W. DOWN INSIDE WALL TO HOSE BIBB (HB-1). LOCATE HB-1 AT 12" BELOW BOTTOM OF ROOF DECK ADJACENT TO ROOF ACCESS LADDER. PROVIDE AUXILIARY FRAMING AS REQ'D. TO SECURELY MOUNT HB-1. 13 1/2" C.W. DOWN INSIDE WALL. STUB OUT OF WALL INTO BREAK ROOM AT 12" A.F.F. AND INSTALL 1/2" GATE VALVE FOR VENDING MACHINES CONNECTION. COORDINATE EXACT LOC— ATION WITH OWNER'S REPRESENTATIVE. 14 3/4" C.W. SUPPLY TO STOREFRONT WALL HYDRANT (WH-1). ROUTE AS HIGH AS POSSIBLE. REFER MAIN FLOOR PLAN FOR CONTINUATION. NOTE: STORAGE RACKS ON 4—FT. MODULE UNLESS OTHERWISE SHOWN. PRIOR TO ROUGH —IN OF UNDER— GROUND SERVICES AND UTILITY RISERS, COORDINATE LOCATIONS OF RISERS WITH FIXTURE PLAN, DWG. F1, TO MINIMIZE REQUIRED OMMISION OF RACKS AND TO HOLD RACKING MODULE WHERE RACKS MUST BE OMITTED FOR RISERS. (FOR EXAMPLE, RISER WITH TRIM, VALVES, AND ACCESSORIES SHOULD NOT TAKE UP THE SPACE OF TWO RACKS IF REQUIRED SPACE IS 4—FT. OR LESS, AND SO ON.) CONTRACTORS SHALL PROVIDE OFFSETS AS REQUIRED IF UNDERGROUND SERVICE IS NOT LOCATED PROPERLY OR IF PROVIDED BY DEVELOPER OR UTILITY COMPANY. NUIt: CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING F1, FOR COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALUING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYSTEMS SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, SHELVING, AND RACKING, INCLUDING THE FUNCTIONAL USE OF SAME. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. SPECIAL CONSIDERATION SHALL BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE —SALES AND RECEIVING DOCK AREAS. CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. 3.) COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED ONLY AS SHOWN BELOW. CIVIL ENGINEERING CONSULTANT IS: IVEY HARRIS & WALLS INC. WINTER PARK FL CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND & NOTES 12/19/94 0 3/10/95 C-4 SITE PLAN 12/19/94 0 3/10/95 C-7 SITE UTIL. & PVMT. MARKINGS 12/19/94 0 3/10/95 C-9 GRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of 1 SITE PLAN — 01-23-95 COORDINATION CHECKED BY DISCIPLINE: PLUMBING DATE INITIAL DATE INITIAL DATE PL 1/10/95 1 FRH 02-10-95 1 ALFI 4/20/95 1991 SQUIBEEN BUILDING CODE SALES AREA = 18,800 SQ. FT. 200 SQ. FT. PER PERSON (PER TABLE 922.2 FOR RETAIL STORES) 18,800 SQ. FT. / 200 SQ. FT, PER PERSON = 94 PEOPLE FIXTURES REQUIRED FOR 94 PEOPLE: WC UR LAV I EWC �I MALE 2 1 2 1 FEMALE 4 4 WC I UR LAV EWC MALE 2 1 3 2 FEMALE 4 4 FAI 2 1 2 3 4 1.6 I I I I ' I 37'-0"t (2" DOM. WATER) `— 6'-0"t (6" SAN. SEWER) � POWER Roots 112 WH 10 GENERATOR 1 _- ---------- -- ---------------- r2" UNDERGROUND TRANSFORMER i i 3/4" C.W. DN. TIGHT DOM. WATER SVC. 6" SAN. SEWER. SLOPE AT 1% MIN. TO WALL. REFER CIVIL DWGS. EXTERIOR OF BLDG. REFER CIVIL DWGS. i i L J 3/4" 3/4" SHUT—OFF VALVE. FOR CONTINUATION. I BREAK FOR CONTINUATION. INSTALL AS HIGH AS ROOM POSSIBLE. 103 BY DEVELOPER i COMPACTOR - — --- I 8 EXTERIOR GRADE 2—WAY CODP 5'-0" t I RECEIVING - INV. = 31.0' L _ _- -_ i�- Q i 2'. DOM. C.W. RISER m -- 111 W HOUSE VAL71 VE. --- --- ---- - -- ------ �_-_-- -_ _- -- - -- _ - -- -- - - - - - - ------ - - � TRAINING 00 O r 105 7 8 GAS RISER. SEE DWG. MI. BY T'R'U' CONTRACTOR 13/4" O O O 00 i CLOSET SPRINKLER RISER. I ( O O O L / 1 04 SEE FIRE PROT. 2" r — — -- DWGS. 2 2" C.W. SUPPLY TO OFFICE. WOMEN i I REFER DWG. P2 FOR -- CONTINUATION. [_p p p _ PRE SALES AREA 7 8 110 II TOILET AREA ALL JANITOR MEN i II REFER ENLARGED SCALE 1106 ri-0-9-F 1108 II PLAN DRAWING P214\� 7 s I IF-7 1 F71 I I 3/4.' II NOTE ( I - II i DO NOT ROUTE PIPING t m II UNDER SKYLIGHTS. IZ II I I Q II I < PRE --SALES I) SKYLIGHT (TYP.). AREA II REFER DWG. A10. 110 II II 2 7 s I I R II SALES AREA I I II FIN. FLOOR ELEV. = 37.00' I II 2 II II1771I - II II I II � II SECURITY ROOM ' 102 I REGISTERS I I __ , 114 C.P.U. 113 I II EQUIP. DIR. OFF. ROOM 8 I�-_ -- 115 118 SERVICE' VEST. 220 ��- l� 1� - -�� 121 3/4" ENTRANCE VEST. 9 11116 COUNT I SERVICEl ROOM I I _ 117 1 I 0 120 EXIT VEST. 116 3.3 ,MAIN FLOOR PLA,N PLAN--.��... ..,... ..... .,... .. ...- .. .......__..,. .. ,. ,-,.., ..-.... ._..._... _. _...-..�. ,,. .. WSJ .F'i NORTH s I/ WH 1 NOTE: UNDERGROUND UTILITIES OR UTILITY RISERS, INCLUDING SPRINKLER RISER, SHALL NOT BE INSTALLED INSIDE BUILDING WITHIN THE FRONT 100 FEET OF THE BUILDING. R 2" C.W. SUPPLY. REFER MAIN FLOOR PLAN THIS SHT. FOR CONTINUATION T2"J JANITOR 109 HALL BREAK ROOM 103 1__ NOTE: NOTE: INSULATE ALL PIPING BELOW H. & C.W. PIPING TO FR-1 FAUCET LAVATORY COUNTERS. SHALL BE CONCEALED IN WALL. RAINING ROOM 105 CLOSET 4 I FD I i BREAK ROOM 1 103 1 we - LAV 1 WC I LAV i� PROVIDE COWP S 1 I 1 I 2 BENEATH SINK. 1 _ 4"-V.RISER 4" V.T.R.F. 3" SAN. SEWER.-------,.(- - - 6 SLOPE AT 1% MIN. �� 1 5 5 (TYP.) PROVIDE COWP EWC GI m 1 Cl I l BENEATH EWC,1- 2" VENT ABOVE CODP CEILING. FD - - 4" SAN. SEWER. 1 - COWP SLOPE AT 1% MIN. FIR LAV HALL 1 1 El 01 106 ----- — - - --- - - = -- JANITOR MEN UR FD WC 109 108 1 1 1 OTE: -OPE ALL 3" AND 4" SAN. SEWER PIPING BELOW FLOOR AT 1% MIN. _OPE ALL 6" SAN. SEWER BELOW FLOOR AT 27. MIN. OTE: 3C SHALL FILL FLOOR DRAIN P-TRAP WITH WATER UPON COMPLETIC F ALL WORK AND TESTING. (TYPICAL ALL FLOOR DRAINS) 6" SAN. SEWER. REFER MAIN FLOOR PLAN ON DWG. P1 FOR CONTINUATION. SLOPE AT 2% MIN. 105 104 WOMEN 107 WC 2 WC 2� LAV 2 (TYP.) ._ 1. 72" 1/2- 2" ,((1 /2" 3/4m. 3/4.71 1/2" 2"-/ .. _ .�. _ _.L _ 2- 3/4- 1 3/4" I 1 /2" 3/4" 3/4" 1 CEILING LINE } , 12 0 _ 3 .. ,., - _- "'" - - - CEILING LINE CEILING LINE I o 3/4" 3 4" i I 11 1 11� m. 1 7 I HB 1/2" I 4 " 2 (TYP.) 2„ 3/4„ 2" 3/4- 1 1/2- 3/4" 3/4" ! 1 13 HWH 3/4 ( 3/4 2" _ .. 1 1 /2 " 1 1 I 1 3/4„ 1/2" /2" 2„/4" "` 1 1/2" 1" /4" AIR CHAMBER 11 1 I 1 ' 3 1 1 /4" 1 1 /4" 1 1 /2" 1 .� 2 i 1/2" (TYP') 1 1 1/4" DRAIN % I I 1/2 1/2" 1/2 1/2" UR " (T/YP.) " 1 FROM SAFE WC WC WC 1/2 WC 1 1/4 (TYP.) 2 S EWC PAN. LAV LAV LAV LAV 1 LAV 1 1 1 LAV 2 1 FULL SIZE FIR 1 1 1 1 1 WC 2 LAV WC 1 TEMP. & 1 1 2 2 PRESS. REL. 10 WH _ 13 LINE. ROUTE DRAIN PIPING EXPOSED AND 1 1/4" (TYP.) 1 ! TIGHT TO WALL IN JAN. CLO. TER- _.__...._JJJI FIN. FLOOR MINATE AT 2" ABOVE FLOOD LEVEL LINE. OF FR-1. 2" UNDERGROUND DOM. C.W. SUPPLY. 4" V. RISER 4" V.T.R.F. L TER PIPI ®IAA 4" `~ � 1 5 SCALE: NONE 1 5 (TYP.) I (TYP.) .r -L .,._ 2" 3" 3"1 � 3"- 3" 3" 1". �. r. �. _.._ ..... o _... � ..._ ._ �� 4.. �..®� ('TYP.) 4 2 �' 3. 4" 1 1/2" 2" 1 [ 4 2„ 2 1� 2 f I LAV I I LAV I I I I` LAV r LAV LAV Ewc I2„ I 2 I 2I I "� 1 I 1 I LAv 1 1 I 2" I 3„ 2"I I 3„ 3 I 1 3„I I 1 " 2"J I 1 1 /4" - COWP Imo' I� I I I 4 1 2" 2 WC I WC WC I WC I WC I WC I FR I FD 2" ,. COWP 1 1 1 FD 1 FD 1 I 2" 1 i 1„1/4" 1„1/4" i 1 LAV 2" 1 3 CODP 2 I 2 1 1/4" 2 1/4" � I I I 2 2 2 1 2 " 1 4" Col I co4vP I I 1 I 1 1 /4" 4„ 4" 3„ 4„ 4m. 3,. 3" 6" 6" 6" 4" 4" 4" 4" 4" 4" 4" �ea - ,mrmm.saa,m,m CAI T T R i IDI A 1P �a SCALE: NONE WALL 18-1/16" (TYP ) (SQUARE SHELF 'PLATER HEATER DIA. + 3" (MIN. 3/4" PLYWOOD 6' (MIN.) A.F.F. (4)ANGLES �I rn \ 30 Co 1 1/2- X 1 1/2" X 1 /8" ALL -WELDED \\ STEEL ANGLE MOUNTING SHELF PRIMED \ -2 & PAINTED WHITE GLOSS ENAMEL. \ SECURELY ANCHOR TO WALL STUDS W/MIN. OF FOUR (4) 1/4" 0 STEEL FASTENERS. - (2) VERTICAL & (2) DIAGONAL N ANGLES COONTTR CACTOR SHALL PROVIDE "PRIME -RITE" TRAP PRIMER VALVE WITH DISTRIBUTION UNIT SUITABLE FOR CONNECTION TO ALL THREE FLOOR DRAIN P-TRAPS. TRAP PRIMER VALVE SHALL BE AS MANUFACTURED BY: PRECISION PLUMBING PRODUCTS, INC. AIRPORT BUSINESS CENTER 7021 NE 79th COURT PORTLAND, OR 92718 Ph. (503)256-4010 OR 256-4011 LOCATION AND CONNECTION POINT OF TRAP PRIMER VALVE SHALL BE AT CONTRACTOR'S OPTION. PROVIDE ACCESS PANEL AS REQUIRED. PLUMBING FIXTURE SCHEDULE WATER CLOSET AND URINAL FIXTURE MANUFACTURER ACCESSORIES AND FEATURES MARK SERIES NUMBER BOWL TYPE OUTLET FLUSH VALVE SEAT CARRIER yyC AMERICAN STANDARD FLR. MOUNTED SLOAN BENEKE 2234.015 ELONGATED BOTTOM 111 523 1 SIPHON -JET WC FLR. MOUNTED SLOAN BENEKE INSTALL PER A.U.A. REQUIREMENTS. FLUSH VALVE AMERICAN STANDARD 3043.102 ELONGATED BOTTOM 111 523 HEIGHT SHALL BE DECREASED AS REQUIRED TO 2 SIPHON -JET AVOID HAND RAIL CONFLICT. UR AMERICAN STANDARD 6541.132 WALL -HUNG WASH OUT BACK SLOAN 186-1 JOSAM 17810 INSTALL PER A.D.A. REQUIREMENTS. 1 LAVATORY/SINK FIXTURE MANUFACTURER ACCESSORIES AND FEATURES BOWL TYPE FAUCET SUPPLY PIPE TRAP MARK SERIES NUMBER LAV AMERICAN STANDARD 19X16 ENAId. AMER. STD. FLEX WITH CHROME PLATED INSTALL PER A.D.A. REQUIREMENTS. FAUCET NTH 1 3303.000 CAST IRON 2385.130 ANGLE STOP BRASS LEVER TYPE HANDLE AND 0.5 GPM AERATOR. LAV AMERICAN STANDARD 20X27 AMER. STD. FLEX WITH CHROME PLATED INSTALL PER A.D.A. REQUIREMENTS. FAUCET NTH 2 9141.011 VIT. CHINA 7490.172H ANGLE STOP BRASS LEVER TYPE HANDLE AND 0.5 GPM AERATOR. S AMERICAN STANDARD 25X22X9 ENAM. AMER. STD. FLEX WITH CHROME PLATED FAUCET WITH LEVER TYPE HANDLE AND 1 7024.803 CAST IRON 6270.142H ANGLE STOP BRASS 0.5 GPM AERATOR. FLOOR RECEPTOR FIXTURE MANUFACTURER ACCESSORIES AND FEATURES BASIN TYPE FAUCET TRAP MARK SERIES NUMBER FR POWERS -FIAT SB-6 24X36 PRECAST TERRAZZO AMER. STD. 8340.242 CAST IRON REMOVABLE CHROME PLATED BRASS STRAINER PLATE. 1 FLOOR DRAIN/STRAINER FIXTURE MANUFACTURER ACCESSORIES AND FEATURES MATERIAL TYPE SIZE FREE AREA MATERIAL MARK SERIES NUMBER JOSAM "11BUFF 6 0 POLISHED TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, e 30003-6A CAST IRON 6A SQ. IN BRONZE WEEP HOLES WITH P-TRAP. WATER HEATER FIXTURE MANUFACTURER ACCESSORIES AND FEATURES GAL. CAPACITY TYPE # ELEMENTS WATTS VOLTS/0 MARK SERIES NUMBER MOUNT ON SHELF PER DETAIL THIS SHEET WHERE HWH A.O. SMITH 20 ELECTRIC 1 2500 208/1 SHOWN. SET TEMP. CONTROL AT 110' F. PROVIDE 1 ELJF-20 WATTS MODEL #100XL TEMP./PRESS. RELIEF VALVE. ELECT. WATER COOLER FIXTURE MANUFACTURER ACCESSORIES AND FEATURES CAPACITY VOLTS HP FINISH MARK SERIES NUMBER HALSEY TAYLOR BI-LEVEL ELECTRIC WATER COOLER. INSTALL PER EWC HAC8-BL 8 GPH 120 1/5 STANDARD A.D.A. REQUIREMENTS. REFER BI-LEVEL ELECTRIC 1 (SUPPLIED BY OWNER, WATER COOLER ELEVATIONS AND ROUGH -IN DETAIL INSTALLED BY PBC) I I I I THIS SHEET. WALL HYDRANT FIXTURE MANUFACTURER ACCESSORIES AND FEATURES _ HYDRANT CASING BOX TYPE WEIGHT MARK SERIES NUMBER PROVIDE WITH WALL CLAMP, UNION ELBOW BRONZE BRONZE NIKALOY FROEEZE 7 LBS. ASSEMBLY AND SELF -OPENING, VANDAL -PROOF 1 71150-8 SATIN FINISH FACE COVER. HOSE BIBS FIXTURE MANUFACTURER ACCESSORIES AND FEATURES BODY HANDWHEEL HOSE END CONNECTION WEIGHT MARK SERIES NUMBER HB WATTS SC8-4 CAST BRASS CAST IRON 3/4' I.P. REGULAR .PATTERN 1/2 LBS. PROVIDE WITH TAMPER PROOF VACUUM BREAKER. 1 1. ALLiFIXTURES SHALL BE ACCESSIBLE 'TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - "PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE" AND/OR GOVERNING CODE. 2. ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. 3" (TYP.) - 3/8" WATER SUPPLY 18-5/8" (TYP.) 7-1/2" (TYP. & SYM.)- BY PBC.00 6-3/8" (TYP. & SYM.) 1- (TYP. & SYM.) 16" TYP.) 18" (TYP) I" (TYP. & SYM.) ,0 1-1/4" DRAIN & 37-1/8"— _I PIPING BY MFR. �} (TYP. OF 2) 1-1/4" IPS WASTE BY i EEI'}�� HANGER BRACKET (TYP.) PBC. (TYP. OF 2)'-1 7-1/4" = 11� l�{ 7" (TYP.)— i i ; i / _ (� ►1\! 3/8" TUBING SERVICE L ---J J 1 4-1 2' w (TYP.) 1 c 11-1/2" I I c') L-- STOP WATER SUPPLY co i � 2-3/4" O r1) BY PBC. 2-1/2" (TYP.) - 1-1/4" i' 1-1/4" P-TRAP & 6-5/16"- �3-1/2" M w N TRAP ARM BY PBC. (2 REQUIRED) 6" � m� 7 6-13/16" ELECTRICAL SUPPLY I-)� i (TYP.) 10-5/8" 3-WIRE RECESSED BOX — � FIN. FLOOR �+ (TYP.) QTES; 1. REFER TO ARCH. DWGS. FOR REQUIRED SUPPORT FRAMING. 2. ROUGH -IN DIMENSIONS SHOWN ARE SUBJECT TO CHANGE BY HALSEY TAYLOR WITHOUT NOTIFICATION. CONTRACTORS RELYR ON ROUGH -IN DIMENSIONS SHOWN WITHOUT VERIFICATION FROM MFR'S. DATA SHALL DO SO AT THEIR OWN RISK AND TO D SO WILL NOT BE CONSIDERED JUST CAUSE FOR ADDITIONAL COMPENSATION. «"_ NO SCALE A.F.F. ABOVE FINISHED FLOOR GATE VALVE OR SHUT-OFF VALVE BLDG. BUILDING C.L.; CENTERLINE CHECK VALVE COL. COLUMN C.W. COLD WATER GLOBE VALVE DIA.; D DIAMETER DN. DOWN PRESSURE REDUCING/REGULATING DOM. DOMESTIC VALVE (PRV) DWG. ELC DRAWING ELECTRICAL CONTRACTOR — D9 FLOOR DRAIN WITH P-TRAP ELECT. EWC ELECTRICAL ELECTRIC WATER COOLER —' -O CLEANOUT DECKPLATE (CODP) FD FLOOR DRAIN —� CLEANOUT WALLPLATE (COWP) FIN. FL. FINISHED FLOOR FIR FLOOR RECEPTOR F WALL HYDRANT/HOSE BIBB GCC GENERAL CONSTRUCTION CONTRACTOR GPH GALLONS PER HOUR ---��� ROOF DRAIN WITH CLEANOUT GPM GALLONS PER MINUTE \Z HAC HEATING AND AIR COND. CONTRACTOR L-- UNION HB HOSE BIBB HP HORSEPOWER --}Q PIPE RISE H.W. HOT WATER �� PIPE DROP HWH HOT WATER HEATER LAV LAVATORY ® SPRINKLER RISER MFR. MANUFACTURER MOD. # MODEL NUMBER t�M WATER METER N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE POINT OF CONNECTION/ PBC PLUMBING CONTRACTOR ELEVATION/INVERT PRESS. PRESSURE P.S.I.; PSI POUNDS PER SQUARE INCH - COLD WATER PIPING P.S.I.G.;PSIG POUNDS PER SQUARE INCH GAUGE REQ'D. REQUIRED _ HOT WATER PIPING RWL RAINWATER LEADER _ - - - HOT WATER RETURN PIPING SAN. SANITARY SHT. SHEET RWL RAINWATER LEADER (RWL) SYM. SYMMETRICAL TEMP. TEMPERATURE SOIL/SEWER/WASTE PIPING TP TRAP PRIMER TYP. TYPICAL - - - - - VENT PIPING UR V. RISER URINAL VENT RISER PLUMBING FIXTURE OR EQUIPMENT V.T.R.F. VENT THRU ROOF FLASHED (�i=MARK (DESIGNATION FOR SPECIFICATION WC WATER CLOSET OR MARK FOR SCHEDULE ON DRAWING) WH WALL HYDRANT 7 DEGREES FAHRENHEIT XX NOTES ON DRAWING ZnSR REVISIONS 42 L0 v� 0 m -o in al rn rn I 0 I 0 EL LIGHTING FIXTURE SCHEDULE SPECIFICATION LAMP DATA FIXT. MOUNTING HEIGHT TO NO OF TOTAL TYPE MANUFACTURER CATALOG NUMBER ** NO. WATTS LAMP TYPE BOTTOM OF FIXTURE FIXT. WATT. AS SHOWN ON PLAN A CRESCENT RT396HO-277V/SEC-TU F 6 95 F96T12/CW/HO/SSA TANDEM WIRE 25 534 (SEE DETAIL, SHT. E4) C CRESCENT RH296HOA-277V/SEC-TU F 2 95 F96T12/CW/HO/SSA 12'-6" SEE NOTE ON DWG E5 U.O.N. 237 178 Cl CRESCENT RH248HOA (277V) F 2 53 F48T12/CW/HO/SSA 12'-6" IN SALES, SEE NOTE 2. 0 145 AWB-240-12OV-STB- MT. UNDER CABINET D CRESCENT OCT-SEC-TU F 2 32 F32T8/SP35/RS IN COUNTING RM. 2 62 OR ONE WALL CRESCENT 24GP340AI2-SS-OCT-277- F 3 32 F32T8/SP35/RS RECESSED 17 89 3LT/SEC-7U F CRESCENT SCF248-8-277V/OCT F 2 32 F32T8/SP35/RS SEE NOTE 2 38 62 M DUAL-LITE KSR-2K-FK-BPR EXIT LIGHT WITH LAMP FURNISHED W/ FIXTURE SEE NOTE 6 14 50 M1 DUAL-LITE KSR-EP-2K-BPR FURNISHED W/ FIXTURE SEE NOTE 6 0 50 EXIT LIGHT (BATTERY PACK) N CRESCENT NLT440ASSOCT F 4 32 F032/31K SURFACE MTD ON 6 112 OFFICE CLG. SL1 WIDELITE SLS/M-800-S-48OV-DB-MHL FURNISHED W/ FIXTURE MVR 400 (TWIN) SSS-101-5011-30-BZ FURN. BY "TRU" 0 910 INST. BY ELC SL2 WIDELITE SLS/M-80OA-48OV-DB-M FURNISHED W FIXTURE / MVR 400 TWIN (TWIN) SSSN. BY "TRU" -BZ FURN. BY "TRU" 0 910 INST. BY ELC U WIDELITE WPC100MAL-WHITE-277V FURNISHED W/ FIXTURE BT28-100 MH SEE ARCH. ELEVATIONS 0 295 U1 WIDELITE WP250MAL-WHITE-277V FURNISHED W/ FIXTURE BT28-250 MH SEE ARCH. ELEVATIONS 10 295 U2 WIDELITE WP400MAL- WHITE- 277V FURNISHED W/ FIXTURE BT28-400 MH SEE ARCH. ELEVATIONS 2 458 Z TRIPP-LITE DL-40 (120V) 1 1 150 150AP/FL/120WM 6'-O" 1 120 ** LAMPS: I -INCANDESCENT F-FLUORESCENT MV-MERCURY VAPOR MH-METAL HALIDE Q-QUARTZ HPS-HIGH PRESSURE SODIUM * TYPE "A" FIXT. TANDEM WIRED, HALF OF FIXT. RATED ® 356W THE OTHER HALF ® 178W. SEE DIAGRAM ON SHT. E4 NOTE: SEE SHEET B1 FOR ADDITIONAL LIGHTING FIXTURES REQUIRED. 1. ALL LIGHTING FIXTURES, LAMPS & BALLASTS WILL BE FURNISHED BY TOYS "R" US, INC. & INSTALLED BY ELC. EXCEPT AS OTHERWISE NOTED. 2. MOUNT FIXTURES ABOVE BOTTOM OF ROOF FRAMING MEMBERS IN PRE -SALES AREA AND MOUNT FIXT. TO TOP OF ROOF FRAMING MEMBERS IN RECEIVING AREA. 3. FIXTURE QUANTITIES SHOWN ARE FOR OWNERS INFORMATION ONLY. ELC SHALL VERIFY FIXTURE QUANTITIES. 4. ALL LIGHTING FIXTURES IN SALES AREA SHALL BE ROD HUNG. ELC SHALL PROVIDE RODS & BEAM CLAMPS. TRU WILL FURNISH HEAVY DUTY COUPLERS AND SLIDE BRACKETS. 5. FOR PARKING LOT LIGHTING BASE DETAIL -SEE DWG. C3. 6. PENDANT MOUNT EXIT SIGNS ® 10'-0" AFF EXCEPT SURFACE MOUNT OVER SLIDING DOORS. EXIT SIGNS SHALL BE CLEAR OF ALL FIXTURING. SCALE : N.T.S. 2'-0" „ 4'-0" 4'-0" J-BOX W/ HUBBELL AL4 FIXTURE LEVELER FOR TYPE "M" FIXTURE. FIXTURE LEVELER BY ELC. 1/2" CONDUIT J-BOX THREADED ROD BY ELC- 4'-0- „2� _2 TYPE "A" FIXTURE HEAVY DUTY COUPLER FURN. BY OWNER THREADED ROD BY ELC • ELC TO USE SLIDE BRACKET PROVIDED W/ FIXTURE. BOLT BRACKET SEE BLOW-UP DETAIL BELOW - THREADED ROD BY ELC - SLIDE BRACKET (TYP.) LIGHT FIXTURE - SCALE : N.T.S. ai ,GENERAL NurES 1. BEFORE SUBMITTING THE BID PROPOSAL. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE JOB CONDITIONS AND VERIFY SERVICE CONNECTIONS, INCLUDING ALL NECESSARY PULLBOXES, SIZE AND NUMBER OF CONDUITS AND CONDUCTORS, SWITCHGEAR, METERING, CABLE CHARGES, ETC., WHETHER SHOWN ON DRAWINGS OR NOT BUT REQUIRED BY SERVING UTILITY COMPANY, TO MAKE A COMPLETE AND OPERATING ELECTRICAL SERVICE WITHOUT ADDITIONAL COST TO THE OWNER. VERIFY SERVICES AND CHARGES WITH POWER AND TELEPHONE COMPANIES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHERS AND SHALL INSTALL LIGHTING FIXTURES SYMMETRICALLY WITH AISLE AND/OR DIMENSIONS AND ACCOMMODATE FIXTURES WITH OTHER EQUIPMENT INSTALLATIONS. PRIOR TO FINISH OF EFFECTED WORK, ELC SHALL INSTRUCT THE OWNER AND/OR MANAGER ON THE USE AND MAINTENANCE OF THE ELECTRICAL SYSTEM. 3. ELC SHALL VERIFY ALL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND SPECIFICATIONS. AND SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED BY THE HAC CONTRACTOR FOR COMPLETE INSTALLATION. 4. ELC SHALL MAINTAIN EXACT LIGHT FIXTURE LOCATIONS AS SHOWN BY DIMENSIONS ON PLANS. 5. RUNNING OVERCURRENT PROTECTION AND DISCONNECT MEANS SHALL BE INSTALLED ON ALL MOTORS TO COMPLY WITH CODE. 6. ALL DISCONNECT SWITCHES SHALL BE "HORSEPOWER RATED" FOR THE MOTOR CONNECTED. 7. FLUORESCENT BALLASTS SHALL COMPLY W/ ALL APPLICABLE STANDARDS. 8. CIRCUIT BREAKERS IN LIGHTING PANELS CONTROLLING FLUORESCENT FIXTURES NOT WITHIN SIGHT OF PANEL SHALL HAVE APPROVED MEANS FOR LOCKING EACH BRANCH CIRCUIT BREAKER IN THE OPEN POSITION. 9. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST "N.E.C." AND ALL LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 10. LIGHTING FIXTURES AND ELECTRICAL DEVICES FOR USE OUTSIDE THE BUILDING SHALL BE WEATHERPROOF. 11. FUSES SHALL BE AS MANUFACTURED BY BUSSMANN CO. UNLESS NOTED OTHERWISE. 12. GROUND ELECTRICAL EQUIPMENT PER "N.E.C." AND LOCAL CODE REQUIREMENTS. 13. PROVIDE SLEEVES AND EMPTY CONDUIT PER TELEPHONE CO. REQUIREMENTS. 14. ALL FANS, UNIT HEATERS, & DOOR HEATERS ARE FURNISHED BY TRU. 15. NO CONDUIT, DISCONNECTS, ETC., SHALL BE ROUTED ACROSS, OR MOUNTED ON, FRONT GRAPHICS WALL. CONDUITS SHALL BE ROUTED IN SLAB OR WITHIN WALL OR CHASE IN THIS AREA. 16. SEE SITE PLAN FOR SITE WORK BY ELC. 17. ALL CONDUCTORS SHALL BE #12 AWG. EXCEPT AS OTHERWISE NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS.). ALL CONDUIT 1/2" EXCEPT AS OTHERWISE NOTED. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING TO ALL SIGNS AND SHALL MAKE FINAL CONNECTIONS TO ALL SIGNS. SIGNS ARE PROVIDED BY OTHERS, ELC. SHALL COORDINATE LOCATION OF ROUGH -IN WITH SIGN CONTRACTOR. 19. GENERATOR WIRING (INCLUDING BRANCH CIRCUITS) SHALL BE CARRIED IN A SEPARATE CONDUIT SYSTEM FROM OTHER WIRING. CONDUIT SYSTEM, BOXES & ENCLOSURES SHALL BE MARKED SO THEY WILL BE READILY IDENTIFIABLE AS COMPONENTS OF AN EMERGENCY SYSTEM. 20. ELC. SHALL NOTIFY KOHLER REPRESENTATIVE TO DO INITIAL GENERATOR START-UP. ANY START-UP PERFORMED BY OTHER THAN KOHLER REP. WILL VOID GENERATOR WARRANTY. 21. FIXTURES SHALL BE SUPPORTED AT THE ENDS OF EACH FIXTURE WITH SUPPORTS NOT TO EXCEED 4 FOOT SPACING. 22. THE ONLY CONDUIT PERMITTED ON BUILDING COLUMNS IN THE SALES AREA WILL BE FED FROM ABOVE FOR THE SENSOR. NOTE: INASMUCH AS POSSIBLE, ALL CONDUITS FOR POWER & LIGHTING, NOT ROUTED IN OR UNDER SLAB, SHALL BE ROUTED BETWEEN DASHED LINES AND SHALL BE HELD AS NEAR TO ROOF DECK AS POSSIBLE. AS SHOWN ON SHEET E2. TOP 01 FRAMIt LIGHT FIXTURE SEE DET, THIS SHE SIDE P SEE NOTE 1, DWG E4 FOR FLEX CONDUIT REQUIREMENTS TOP OF ROOF _FRAMING MEMBER. laG� ELC PROVIDE ANGLES WHERE NEEDED (NOT ALL SYMBOLS ARE NECESSARILY USED ON DRAWINGS) CONDUIT RECEPTACLES ABOVE CEILING, IN WALLS, EXPOSED /H\ DUPLEX RECEPTACLE (GROUND TYPE) OR CONCEALED MOUNTING HEIGHT 15" AFF --- -- --- -- UNDER SLAB OR BELOW GRADE PENDANT RECEPTACLE HOME RUN TO PANEL "LA" CIRCUITS LA-6„t0 6,8,10. HACHURES = NO. OF WIRES, LONG HACHURE owp DUPLEX RECEPTACLE (GROUND TYPE) = SYSTEM NEUTRAL WEATHER-PROOF I=ISOLATED GROUND CONDUCTOR SPECIAL RECEPTACLE (AS NOTED) LIGHTING_ FIXTURES r- HUBBELL IG5362 FLUORESCENT (UPPER CASE LETTER ift-QUAD Alb E3a INDICATES FIXTURE TYPE, NUMBER HUBBELL I05362 INDICATES CIRCUIT, LOWER CASE LETTER INDICATES SWITCHING). QUAD RECEPTACLE (GROUND TYP) MT HT 12" AFF UNLESS NOTED 0 INCANDESCENT OR HIGH INTENSITY DISCHARGE OTHERWISE ® WALL PACK (H.I.D.) ' NIGHT LIGHT FIXTURE MISCELLANEOUS J� JUNCTION BOX GENERATOR OPERATED LIGHT FIXTURE AM EXIT SIGN TELEPHONE OUTLET BOX, WALL TYPE, W/ 3/4" C. BACK TO TELEPHONE EQUIPMENT BACKBOARD (MT HT 48" AFF UNLESS SWITCHES ERWI NOTE 2 SINGLE POLE SWITCH (MT HT 48" AFF) C7Z S J- 4" SQUARE (COVER PLATE BY OTHERS) W/ 3/4" C. STUB EXTEND TO tF SWITCH WITH PILOT LIGHT (MT HT 48" AFF) a COMPUTER BACKBOARD VARIABLE SPEED CONTROL tk KEY OPERATED SWITCH (MT HT 48" AFF) OD SMOKE DETECTOR, 120V PHOTOCELL TYPE (ANSUL OR WALTER KIDDE) MT HT AS NEAR POWER AND CONTROL BELOW SUSPENDED CEILING AS PRACTICAL IT I TRANSFORMER Z�'SR REVISION MARK p� PANEL MOTOR lJ MANUFACTURER FURNISHED CONTROL PANEL K t M M = MANUAL MOTOR STARTER WITH PILOT LIGHT K = KEY OPERATED DDISCONNECT SWITCH (NON -FUSED EXCEPT AS NOTED) SD SENSOR FOR ROOF TOP UNITS SECURITY CONDUIT DOWN THRU BLOCK FROM BOTTOM CHORD OF ROOF FRAMING MEMBER. ,,- 3/4" C. TO TELCO ROOM DUPLEX RECEPTACLE TYPE "Z" FIXTURE BOLT BRACKET SECURELY TO MASONRY USING MASONRY ANCHORS -SINGLE GANG PHONE BOX FLOOR ..VLt--Vr Uwwl\ I I-r%l\VG- UNTI ®EMAIL SCALE : N.T.S. VESTIB PROVIDE ANGLES WHERE NEEDED -� PADDLE FAN (TYPICAL) CENTER FAN BETWEEN ROOF FRAMING MEMBERS. SCALE : N.T.S. ABBREVIATION s AFF ABOVE FINISHED FLOOR EC EMPTY CONDUIT EF EXHAUST FAN ELC ELECTRICAL CONTRACTOR EWC ELECTRIC WATER COOLER JB JUNCTION BOX NIC. NOT IN CONTRACT MDP MAIN DISTRIBUTION PANEL MT. HT. MOUNTING HEIGHT RTU ROOF TOP UNIT TRU TOYS 'R' US UH UNIT HEATER UON UNLESS OTHERWISE NOTED WP WEATHERPROOF W/ WITH CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. 3.) COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED ONLY AS SHOWN BELOW. CIVIL ENGINEERING CONSULTANT IS: IVEY, HARRIS & WALLS, INC. WINTER PARK, FL CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-7 SITE UTILITIES & PAVEM'T MARK' 0 12/94 C-7 SITE UTILITIES & PAVEM'T MARK' 0 3/15 COORDINATION CHECKED BY DISCIPLINE: Electrical FIXTURE INITIAL DATE INITIALI DATE INITIAL DATE GLR 1-30-95 1 GLR 1 4-21-95 BEAM CLAMP, CLAMP TO ANGLE (TYP.) THREADED STEEL ROD SCREWED INTO "C" CLAMP (TYP.) "I "BEAM BLOW-UP DETAIL III C A A T/°% i1 C"1' A I 0 SCALE : N.T.S. BEAM CLAMP, CLAMP TO ROOF FRAMING MEMBER OR THREAD STEEL ROD " I "BEAM SCREW INTO BEAM CLAMP & BOLT TO TOP OF ROOF SLIDE CLIP TOP CHORD OF ROOF FRAMING MEMBER. FRAMING MEMBER. SLIDE CLIP -BOTTOM CHORD OF ROOF FRAMING MEMBER. HOOK PROVIDED W/FAN, ELC TO INSTALL SAFETY CABLE PER MANUF. SPEC'S., CABLE PROVIDED WITH FAN. LIGHT FIXTURE SEE DETAIL BLOW-UP THIS SHEET. MOUNTING DETAIL. SCALE : N.T.S. 9 - . Gti�i✓ 3• Vr- p^ - - $���'.�"' .,+i'� z 1r'U' - ..r • . i a r r- '.' -•, � .zr..•.� .�'+&F ". ,.°- Fv: n^a' A ,. .. ,r nib•—�;R,u�7"!.'4.'�3�t?''.%�`'`aF�w,q':r=,n^`£":�r1, P3°#:i�'ti�S°id3�t� ii t.- p: �. t r• ,. T y ..r ?I�f "1 *�.. :` _- .�ste.�' +'.T t7- .: ,'��Y. •:. - r .�' t!. L41Q I`ES• 1. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. DOOR HEATERS, UNIT HEATERS, TRANSFER FANS, EXHAUST FANS, ROOF TOP UNITS ETC. 2. ALL EXHAUST FANS, TRANSFER FANS, ETC. ARE TO BE ABOVE OFFICE NEAR ROOF. 3. MOUNT J-BOX AT ROOF & STUB -OUT, A TOTAL OF (3) 3/4" C. 18" FROM EDGE OF RACK: (1) 3/4" C. FOR ICOM, FROM J•-BOX AT -TOP OF ROOF FRAMING MEMBERS TO 60" AFF AT FIXTURE LOCATION. THIS MUST BE COORDINATED WITH PHONE INSTALLER AND BE INCLUDED UNDER BASE BID. (2) 3/4" C. STUB OUT FROM J-BOX MTD. AT ROOF FOR FUTURE USE. COORDINATE WITH "F1" PLAN FOR CORRECT RACK. 4. J-BOX FOR SECURITY, MOUNT ABOVE COMPACTOR DOOR, TERMINATE CONDUIT IN ROOF MEMBER SPACE WITH INSULATED BUSHING, MOUNT ON LATCH SIDE OF DOOR. 5. SENSORS FOR SALES AREA ROOFTOP UNITS (RTU-1 THRU RTU-5) SHALL BE MOUNTED ON COLUMNS WHERE SHOWN AT 7'- 0" AFF. SENSORS AND CONTROL WIRING BY ELC. SEE SENSOR MOUNTING DETAIL ON THIS SHEET. 6. INASMUCH AS POSSIBLE, RUN ALL ELECTRICAL CONDUITS THROUGH BAR JOIST AND NOT BETWEEN METAL DECK FLUTES TO AVOID PENETRATION BY ROOF INSULATION FASTENERS. BOTTOM CHORD OF JOIST 1 "0 RIGID CONDUIT LOCATE CONDUIT IN JOIST w PANEL POINTS NEAREST TO NOTE- SIGN DIMENSION (SECURE TO JOIST AS REQUIRED SEE FLOOR PLAN FOR > ) LOCATION OF RIGID CONDUIT SIGN SUPPORT LIGHT FIXTURE v2 SIGN PANEL/ RIGID CONDUIT SIGN SUPPORT I G NSUPPO T DETAIL ..:,.„n azs�;Fr,�•. ,rrr- .�,�..�...e.. ,,,,,���� tra;s:e.�a, - SCALE: NONE 4 RECESSED CLOCK LA-2,4,6 OUTLET 7'-0" AFF 4 A _� 2 BREAK ROOM 1 2 1 3/4"C. TO J-BOX AT 1 TRAINING U3 60"AFF TO PHONE BOARD I II 105 1 2 �I LA-1, � ? 57 , 3�'' •/ �7 �' / 48"AFF FOR MICROWAVE OVEN PUBLIC PHONE 6 7 �c 4 HOT WATER HEATER BY HAC, ELC TO MAKE FINAL CONNECTION. HALL =06 I CLOSET 3 r-] JANITORWOMEN i 107 LA-8 �*K,WON., SCALE : '1 /8" = 1'---0 J.B. FINAL CONNECTION ILLUMINATED BY ELC. LETTERS BY OTHERS � FLEX CONDUIT 6' SUPPLIED W/SIGN FRONT FACE OF BUILDING BOTTOM OF SIGN FASCIA SEE ARCH. ELEVATIONS, SECTluN 29A.9p 0M'f.' N 0 NOT_ : ELC SHALL CHORD. EXACT LOCATION OF JUNCTION BOXES W/ SIGN MANUFACTURER. 11OV, 20A CKT 00 ti SEE DWG. E6 FOR CIRCUITING J-BOX TYPICAL 5 PLACES- F 11A I I I SCALE : N.T.S. ANEL LB-120/24OV,10,3W. 19 Akin MV COLUMN tjol CENTER LINE OF FRONT (1) 1 IT FOR VESTIBULE WALL CIRCUIT FOR GIRAFFE PANEL LF-'120V,10,2W WITH 40AMP MAIN -�J -- -4--BYPASS SWITCH & UPS TO BE FURN. PS BY TRU INST. BY ELC. IN STRICT 8 GROUND. CONNECT ACCORDANCE WITH MANUFACTURER'S TO BLDG, STEEL, GRND. RECOMMENDATIONS. THE BYPASS ROD,& CW PIPE. SWITCH MUST BE WITHIN SIGHT OF NEEDED) JUMPERS AS THE UPS. 1 2 3 4 I 1. Ei I I i (RECEIVING STUB -UP FOR ENGINE JACKET HEATER & BATTERY CHARGER. 111 - PUSH-BUTTON FOR BUZZER MTD. 0 4'-6" AFF s UTILITY PAD MTD. STAND-BY GENT RATOR j BUZZER EDWARDS #725 TRANSFORMER. --- FURN. BY "TRU INST. BY ELC.— MTD. ABOVE BOTTOM OF i ROOF FRAMING MEMBER. 15 1 60"AFF SWITCH W/PILOT TIGHT i DISC. SW. MTD. 0 5 -0 AFF ' i SECURITY CONDUIT FOR TRAINING RM. W/ J-BOX M"fD. AB. 10 8'-0" _ -_ , SEE DETAIL DWG E1 I EXHAUST FAN LABELED & CONNECTED INTO BALER. -T-, I 1 �� 84"AFF "EXHAUST FAN COMPACTOR 10HP,48OV,30, BY OANER LA-17,1 ( _ o-- ELC SHALL BE RESPONSIBLE FOR FINAL i _ ! -. - HB=�I 2 60"AFF TF CONNECTION TO COMPACTOR INCLUDING M �' 1/2" C. FROM ROOF FRAMING ANY REQUIRED DISCONNECTING MEANS. 1 FOR POWER IN THIS AREA �i 4-, LA-15,25 , I MEMBER TO 8 0"AFF FOR SECURITY SEE ENLARGED PLAN W/ INSULATED BUSHING THIS DWG. i RU RELAY "R-3 & j I HB-8 I EUH - BALER FURN. BY "TRU" C-8 TO PANEL LA-9 1 1 ! INST. BY ELC. / TF I J-BOX E COMPACTOR -- - 2 1/2" SURFACE MTD.MANUF. COORD. LOC.) SEE NOTE- HB-6 2 ( THRU RELAY R-3 & C-8 2 CONDUIT FOR SECURITY. I ( - PA , (TYP.@ ALLPRE-SALESEXT. DOORS) I� LA-• 3 PRE -'SALES AREA � �� �:__ ------=`_'- �---RTU-6, MOUNTED AT 48" AFF STUB -UP FROM DOOR J-BOX FOR FUTUR � I I 11 U EF HEADER TO ROOF FRAMING MEMBER.- j I LIFT MTD. AT R00� KLA-V l - - - -- 'TIMED OVERRIDE rr2 SPEED THRU RELAY "R-� & I � SWI'iCH LABELED 1'EXHAUST FAN". i-- INASMUCH AS POSSIBLE, ALL CONDUITS FUf� POWER I I C-8 TO PANEL LA-9 I I $ �� 1--- R�fU \ , ! & LIGHTING, NOT ROUTED IN OR UNDER SLAB, SHALL I �F V!fP , r, i \ A / URILL A 3/4-- DIAMETER HOLE BE ROUTED BET EN= DASHED=LINEAND-=SHALL BE HELD= OLUMN AT BOTH TOP AND 7'-0" A.F.F. WII AS NEAR TO RO�F �DECK AS POSSIBLE. 21 --- --- ' 2 ONTROL WIRE. ROUTE CONTROL RE II INSIDE OF COLUMN TO SENSOR. TENSOR SENSOR I1 RTU-4 I I RTU-3 /5- SEE NOTESEE NOTE # 5 D �°_—CONTO MATCH COLUMNI- TROL BOX PAINT I RE --SALES AkEA s NOTE: - - - - - --- - - - \ - - --- MDP-;9 ALL CONDUITS MDP-8 0 110 „`00 CONTROL WRING lI --- _-- 21' BE ROUTED NSIDE RTU _ -- GFI' ROOF CURBS. A II COLUMN 1 WF II � I I I I I I I I RTU WP �.. _ . �..v.}r. .o.. �. _ WP I RTU 4 L I Lr J 3 y `--•CON fRO! BOX —PAINT 2 TO MATCH COLUMN I NOTE: NOTE: i II FOR ADDITIONAL BOTTOM OF SENSOR TO BE MOUNTED LOCATE SENSORS IN SALES AREA RACEWAY INFORMATION "DIA. RIGIDD� CONDUIT 7'-0- A.F.F. (TYPICAL) EXCEPT AS ON SIDE OF COLUMNS WHERE NOTED II IN SALES AREA, SIGN SUPPOF�T BY ELC. OTHERWISE NOTED. MID SHOWN. REFER DWG. MI FOR II SEE DWG. "E3". (SALES AREA ONLY) LOCATIONS. TYPICAL SEEM DETAIL THIS SHEET - � SCALE: NONE ` V f - - - - --. - - - ---- -- - MDP=10 - --- } - ---- - ---- - - - -- /- f 2 I i SEE NOTE # 5 ELC TO PROVIDE, EXTEND, AND CONNECT w CONDUIT FOR TELEPHONE SERVICE FROM LANDLORDS FURNISHED CONDUIT, LOCATED 5'-0" FROM BUILDING. ELC TO MATCH II I 5 NUMBER AND SIZE OF CONDUIT WITH LANDLORDS. I II EE NOTE-3 2 I II � I I 1" DIA. RIGIq CONDUIT 91-91, 8'-0` 1 1" DIA. RIGID CONDUIT SALES AREA SIGN SUPPO T BY ELC. SIGN SUPPORTS BY ELC. TYPICAL SEE( DETAIL THIS SHEET I TYPICAL SEE DETAIL THIS, SHEET PANEL "LB" W/ "T-3" MTD. ABOVE ON WALL � H I — - - 4- I --MU -Ei - - PANEL "LD" W/ "T-5" MTD. ABOVE ON WALLLn "C-4" TF „ I GFI 21 ( GFI 3 LD-30OB,32 __ -- k RTU-1 - 2 ---- - - - - 1 I SEE N�TE # 5 I r RTU-2 U "GFI" WP OUTLET I i SEE NOTE # 5 &,- SWITCH FAN SPEED CONTROL & ON/OFF I 32 `� ROOM 7 I f - (TuN-1 W/R-1 & 2 MTD. ABOVE. C.P.U. I1 Ct 1 T �1 (TY OR 7)i i i ? 47'-91, 10'-5 3 4� 1 i i LD 21 I _ I __..i _ 1" IA. RIGID CONDUIT J-BOXES FOR TRU SIGN I i < - i SIG SUPPORT BY ELC., ELC TO MAKE FINAL CONNECTIONS. I _ i TY ICAL SEE DETAIL THIS SHEET SEE ARCHITECTURAL ELEVATIONS, (TYP FOR 7). R --� E (TIP. l 4 _� L - F I #8 1 115 1 L I— \ FOR MOUNTING OF T-13, SEE � II LC- 60 p- 3 -I I 1 DETAIL # 6 ON SHEET E5. LD-19 30 20- S� 19 - RTU-7 1M n'J6J ^^`� -1 3 L 1 \ MT ®66" AFF I, -1 F yL, ELC f0 ROUTE CONDUIT DOWN INSIDE - 6" CHASE WALL. NO CONDUIT A.1 --- - - ---- -- - - --- _-Hu _ G1 ITU - -- - - - - -- - S - TO BE EXPOSED DN. FRONT WALL. RTU-8 r R' E SERVICE VtST. CHASE WALL TYPICAL SPANS ENTIRE I SEE NOTE #5 5 7 -- i LENGTH OF FRONT WALL.- 8 I COUNT ROOM ( 121 FLUSH MT. 7'-0" AFF FOR POWER IN TI•IIS W/HINGEP WP COVER 2 ENTRY/EXIT VES �. - AREA, SEE DRAWING ET FOR I i I E6 AND E i 'RECESSED OUTL 11� NOT,L ELC TO WIRE TF-3 AND TF-4 THRU RESPECTIVE LINE VOLTAGE T'STATS. T'STATS FURNISHED BY HAC. -�--�� - IEMPLOYEES ATTENDA CE RECORDER SEE SHEE A6 FOR EXACT LOCA ON. 1 1.4 1.9 2.6 3.3 FOR VENDING MACH. AND AMUSEMENT RIDES, TYP FOR 2 ,SIN FLU"O POWER PLAN,PLAN NORTH SCALE : 1 /16"= 11--0" 4 I ', Rn n I O 1 0 om w m I I i i m N n LJO CR I n O I 0 i Ci P I ' � ^ � u n t c JA rD' 0 h QEN RERAL NOTES- 1 1. CONCEALED CONDUI IN GRAPHICS (FRONT) WALL TO BE CARRIED TO BOX MOUNTED ABOVE LINTEL BEAM. 1 2. TH ROWS OF LIGHTING XTURES IN SALES AREA, RUNNING FRONT TO BACK BETWEEN COL BE INSTALLED WITH ENOUGH FLEX (BY ELC.) TO PERMIT 6'-0" OF SIDE TO SIDE ADJUSTMENT(APPROX. 8'-0" OF SLACK) EXTRA FLEX SHALL BE COILED AND SUPPORTED IN A CODE j ,6 APPROVED MANNER AT UPPER JUNCTION BOX. 3. IT IS THE INTENT THAT ALL ROD HUNG FIXTURES BE CONNECTED BY FLEXIBLE CONDUIT TO OUTLET BOX FIRMLY AFFIXED TO THE STRUCTURE. ALL LIGHTING FIXTURES IN SALES AREA AND SECURITY CAGE TO BE ROD HUNG. 4. E.L.C. SHALL BE RESPONSIBLE FOR COORDINATION OF LOCATION OF EXIT LIGHTS ("M" FIXTURES) WITH LOCAL AUTHORITIES. I I 5. LIGHTS IN PRE -SALES TO BE EQUIPPED W/4'-0" OF SLACK FLEX. 6. ALL LIGHTING SHALL BE ROUTED THRU CONTACTORS AS DESCRIBED ON SHEET E9, EXCEPT FOR NIGHT LIGHTING CIRCUIT LABELED "HC-1". 7. ELC TO COORDINATE LIGHT FIXTURE LOCATION IN FRONT OFFICE AREA WITH HVAC FLEX DUCT TO MINIMIZE CONFLICTS. SCALE : 1 /8"=1'--0 96" LAMP ON BALLAST "A" CKT. "A" (TYP.) rCKT. "A" BALLAST "B" BALLAST "A" CKT. "B� CKT. "A" 96" LAMP ON J — r � 96" LAMP ON aam- CKT. "A" (TYP.) LIGHT FIXTURE CKT / ELC TO TANDEM SIX (6) LAMP PERIMETER LIGHT TYPE "A" (TYP) . B" (IYP.) FIXTURE. TYPE "A". WITH TWO (2) OUTSIDE LAMPS ON ONE (1) CIRCUIT &. MIDDLE LAMPS ON ANOTHER CIRCUIT. LIG"'HT"A" I II DETAIL. - - qc SCALE: 1 /4"=1'--0" LD-2 — 8'-0" AFF ( NO CLG IN MOUNT ABOVE COUNTER 'R THIS ROOM ONLY). SEE DETAILS ON DWG. A6 HC-1 CONNECT TO PLUGMOLD HA-23 CIRCUIT LD-2 r N N N 23 1 1 1 23 Al- -- -- - 3'-6" _ 3'-0' -- - - 31-6" 3'-0 3'-0* EQUIP. 115 COUNT RM. 12� FRONIT Of SCALE . 1 /S"=1'--0" SCALE : N.T.S. HA-32,34 (THRU C-9) ROOF - U1 FIXTURES oTUB CONDUIT THRU PARAPET DETAIL "' AN SCALE : N.T.S. RUN CONNECTING CONDUIT BELOW ROOF BETWEEN J-BOXES FOR U1 FIXTURES FOR EQUIPMENT ROOM, OFFICE, & COUNT ROOM LIGHTING. SEE ENLARGED PLANS THIS DWG. I I al I I I uxI I M I F Z CORD & PLUG 21 I -I 2111 1.9 2.6 3.3 !► A E I,� t� FOR LIGHTING IN THIS AREA SEE ENLARGED OFFICE UGHTING PLAN THIS SHEET. LB-1,3 ' MT. AT 12" AFF TYP. x 4 j ALARM PANEL BY "TRU" J Y 6" x 6" RECESSED MTD BOX 50" AFF \ TO TOP OF BOX & STUB -UP 1 1/2" C. TO TOP OF CHASE WALL. i 8'x 4'x 3/4" PLYWOOD BACKBOARD FOR TELEPHONE AND PAGING EQUIPMENT WITH # 6 COPPER GROUND WIRE TO BLDG. TELE SERVICE CONDUIT STUB -UP AT PHONE BOARD & OTHER END AT PROPERTY LINE TELCO - DEMARCATION POINT BY R.B.O.C. j 1-2" C. TO ROD (1) 3" CONDUIT TO WIREWAY NOTE: FOR PHONE SEE DRAWING E7 FOR (1) 3" CONDUIT TO WIREWAY ELEVATIONS OF TELCO & FOR DATA EQUIPMENT ROOM. (1) 3" CONDUIT TO RE -WRAP AREA FOR TELEPHONE 2" CONDUIT TO REFUND AREA FOR TELEPHONE, DATA & CCTV. 1 , I [Mill i 'I SCALE : 1/4" =if —off I YY 3 4T 14 C1 :1 :................................: 42" AFF- . FOR AMPLIFIER MTD 4' AFF BY-PASS SWITCH -- --- 18rO DATA BOX CENTER ON WALL AT 4'- 0" AFF LD-14,16,18 LF-13,14 LF-1,5 --9,10 LF-2,6 6 2 6 V- - - - -- in 18- - PNL LC FEEDS REGISTERS & FRONT END PNL LF FEEDS COMPUTER ROOM \�=PROVIDE (3) I.G. QUADS AT 5' AFF 3" SLEEVE AT 2'- 0" AFF 6'x 4'x 3/4" PLYWOOD DATA BACKBOARD W/# 6 GRND WIRE TO BLDG. GROUND (4) 1 1/2" CONDUIT FOR OFFICE DATA 2" C. FOR DATA & PHONE FROM SALES AREA WIREWAY THREADED RODE SUPPORTS FURN. & INST. BY ELC ROOF FRAMING MEMBER- i LIGHT FIXTURES 12"X12"X12" PULL BOX FURN. BY TRU INST. BY ELC POWER SIDE OF PULL BOX-J DATA & PHONE SIDE OF PULL BOX 1/2" CONDUIT FOR NORMAL POWER- I.G. REGISTER WHIP , CASH REGISTER LANE SIGN. SUPPLIED BY "TRU" 9 9 INST. BY ELC. SEE SHEET E7.---, 1O BRACKETS FURN. BY TRU MAX 5'-0" O.C. SIGN WHIP DATA & PHONE DATA POWER SIDE OF WIREWAY. i DATA & PHONE SIDE i OF WIREWAY. -----�—WIREWAY FURN. BY TRU INST. BY ELC ELC TO ROUTE ALL COIL CNTL WIRING FROM ALL =� CONTACTORS TO THIS J-BOX ON BACKBOARD 0 4'-0" AFF & CONNECT WIRING INTO EMS PNL AS SHOWN ON EMS1 SHT. C-10 MTD. -�� C-8 ABOVE PNL. BUSSMAN SPARE FUSE CABINET #SFC, "LA" FURN. BY TRU, INST. BY ELC 1.6 C/T CABINET 2" CONDUIT FOR IG POWER FROM FRONT CHASE &I.To PROVIDE 4'x4' PLYWOOD BACKBOARD LA FOR "EMS" SYSTEM. EMS BY OTHERS, ELC TO LB-2 LIGHT FIXTURES PROVIDE (1) ONE PHONE OUTLET & (1) ONE C-`J 1 OV OWER. MTD. AT 42" A.F.F & INSTALL LE (2) 3" CONDUITS FOFtj Tf AkL. PHONE FROM FRONT CHASE WALL. PNL. "MDP" W/600A MAIN SWITCH HC C6 "T-4 T HB "T-2" T AUTO -TRANSFER SWITCH POWER POLE FURN. BY "TRU" INST. BY ELC. TYPICAL ® EACH HA CASH REGISTER LANE. 2" C. FOR RGD .DATA, ROUTE AND TERMINATE \_ AS DIRECTED BY TRU FIELD REP. J-BOX IN REWRAP AREA MTD. AT ROOF 42" AFF DETAIL 1ap pp It' SCALE: N.T.S. LC-10 -- - ` LD-11,13 PLUGMOLD MTD. ON COUNTER TOP WITH RECEPT. AT 18"O.C. PANEL LB ALTERNATE CKTS. (TYP) B- - - - -- - - - - - - - - --- - - --- - --- EI - -- - --- - - -- - - - -- - - --- - --- - --- - - -- - - --- - --- - ---- - ---- - -- - - -- - ----- - --- ---- - - ---- PANEL LD 12" AFF --- r 1/2 "C. TO J-BOX AT 24" AFF 3"C IG .. TO TELE. BACKBOARD. j 9 QUAD J-BOX MOUNTED AT 43" AFF LC-9 FOR DATA. STUB -UP 1 1/2" C. i ABOVE CEILING, TYP FOR-4 - [� F F iEoFj N 12" AFF, G L, L i' POWER POLE (TYP) LD-15.24 12" AFF — (S RA NG E6) MOUNT ABOVE BOTTOM IG 9 OVERHEAD WIREWAY FOR ISOLATED GROUND, GENERAL RECEPT. t is i i i TELEPHONE, INTERCOM, AND COMPUTER WIRING. WIREWAY OF ROOF FRAMING MEMBERS. LD-25 !� � � i � SUPPORTS, RODS ARE FURNISHE BY TRU, INSTALLED BY ELC. ELC IS RESPONSIBLE FOR ALL "IG" AND NORMAL POWER WIRING, PROFESSIONAL _ r _ _ _i� �, W _� __ FITTINGS, ETC. TO MAKE A COMPLETE WORKING INSTALLATION. OF RECORD' PULL BOX FORWIREWAY + _ _ _ � r _ I PAU L J. H U BER i 12"AF 5' OF MOD WITH R T T 6" O.C. AT 33' AFF TYP FOR 2. SEE DETAIL "A" THIS SHEET 314-82'1--11 OO 18 # 10; 2" C. TO FQUAD J- OX MOUNTED AT 43" AFF�V i_ LC-1,3,2.4.6,8,10i i r ® FOR DATA. M -UP 1 1/2-C.- ..,�, ABOVE CEILING, TYP FOR 4 i N l L---- . QUAD: J-BOX MOUNTED AT 43" AFF FL SFI-MOUNTED OVERRIDE PANEL BY OTHERS. FOR DATA. STUB -UP 1 1 2" C. LD-2,4 ELC TO STUB -UP 1/2" C. AND TURN OUT IN ( - La ABOVE CEILING, TYP FOR 4 LD-6,8 ROOF FRAMING MEMBERS, i ' - - _ SEE NOTE # 5 a a -----u^—_- - i �- �� � TYP. AT ALL DOORS i 2" C. FOR DATA, 6 - I.G. I LD-20 PHONE & CCTV i MOUNT ABOVE LB-1 CONDUITS SHALL BE s, COUNTER TYP F R 2 LD-22 ROUTED THRU WALL. 2'- 6" AFF FOR -- .-- --. -P --.- --- -� .. _ - -- 9 17 --. _ --� LC-4 MTD. FLUSH W/FLOOR. \ VACUUM CLEAN R 2RD MRF WHIP-ERO vt - -27 COUNTER INTO J-BOX. ' ---- -- -- - - --- -- ' --- - FOR IG POWER. MTD. 20 FLUSH WITH FLOOR. LD-31 I DOWN T0. PHONE (4 1 1/2" C. FOR DATA, TURN I I �� �- G HARD WIRE WHIP FROM BOARD COUNTER INTO J-BOX. OUT ABOVE OFFICE CEILING " s i (2) 4'x 4 PULL/J-BOX FOR NORMAL POWER i LD-12 r` 'poi SEE NOTE # 2 LUSH MT. W/FL. FOR -- MTD. FLUSH W/FLOOR. I DH LD-26 i CTV, DATA, &PHONE. I TO CENTER OF PREFAB W LL - P DH 39 37 39 37 39 37 39 35 LD-33 SEE NOTE # 2 1 1.4 9 i 1� a LD-35,37,3 2.6 SEE NOTE # .8 3.3 (TYP ALL D.H.) SEE NOTE # 1 3/4" C. DOWN FROM ROOF FRAMING MEMBERS & TERMINATE L(2) 2" C. FOR CCTV FROM ROOF FRAMING SEE NOTE # 3 IN DOOR HEADER WITH PULL WIRE FOR SECURITY. TYP. AT ALL EXTERIOR VESTIBULE DOORS. MEMBERS, DOWN TO 12" AFF AND TERMINATE IN 6" x 6" RECESSED FLUSH MOUNTED J-BOX. .i lr J-BOX TO BE FACING INTO OFFICE. SCALE: 1 /8"=V-0" a - t../ sw..,- r TO BUILDING ENTRANCE GROUND POINT --i —2 POLE, 60A BKR IN PANEL "HC" POSITIVE SYSTEM REFERENCE POINT #4 WIREMOLD ISOLATING TRANSFORMER VR1501W 480-24.0/12OV,1 PHASE, 3W, (T1) 15KVA. (FURN. BY TRU) #4 L_JL.. IG .�...._�. IF L1 ----- 100 (80) NN C A g a �E SCALE: N.T,S. CASE OGRORY UND ALLED METALLIC CONDUIT TO 120V, PNL I - (CONTINUOUS) 2 CKTS, CKT-A & CKT-B SEE DWG E6 & EB. H1 --��----�.�"'" "�' ', - �'-----��--H 2 WIREWAY AND POWER POLE CONNECTIONS CONTINUE ON TO SUPPLEMENTAL CONDUCTOR END OF WIREWAY. ELC. TO BE RESPONSIBLE FOR CONTINUED TO BLDG. STEEL OR OTHER H3-•m--�-�--H4 - II WIRING PAST THIS POINT, AND COORD, WIREWAY # 10 - -� II DWGS. AND A5. ELC TO PROVIDE ADDITIONAL CKTS. AS REQUIRED. CODE APPROVED GROUND II 5 6 -----®-----H6 - j 'tAREWAY 07 H8 - j 11 12 NX-- -"---� NX 113-....--f �'` '`.-."`` 14 CKT-BB CKT-g - ._. ----�.--®-- - CKT- B ----- ,.�.�� �`.."' _. CKT-A �---� -- �-CKT-A-�-----�--- 1516. H 1 -- H 1_____-____ . 1 H1 17 i" m e e H3 H3 - "-`18° H3 H10- ------ II w (I H2 H2 -. H4 i HB - II NA I -�~ _NANA j NB NB ----- -- _-__,�) ! I ( I I ( I ! -- NC w a I ND m a IG1 � o —IG3 ---- -- IG3 a U m a j z o lG3 ..-._._.IG2 ...�..o._......._, z z z z z IG2 -' ._...� IG4---.-°---. IG4 ¢ m m 3-1 m I t- ITe IG6 ..-.._ Ir 4 11 4 [_< r ---- 4------� X -- s _ � --�--- X . 1�....�. I W.�. ._... I _,..- _ ._.-.. I I .r..�.. I _..� . I 1 -i .�.. _ �r I ." �' ai I ¢ IG8 NEUTRAL B U S Z C7 T y Z Z- T Y z Q M Y X Q t� ram) ~ X m N N y~x X m N N Y X an d ~ t- "'�"'_ I r. �.- F- .d.-.. I- I G10 -®-� U z zOX U z z0x- U z zoo U Z L(92 � z yi�� �� � �i°� .. � c� rY5 � Utz _ II �� .. U U ZCJT U z zoo Y X UCoc� Y X 0000 Y_ X CONDUCTOR COLOR CODE COLOR WIRE NUMBERS RED LA5 BLUE SA YELLOW SB BLACK H1, H2, H3, ...-.�. H4, H6, H8, H10 WHITE NA, NX, NB, NC, ND GREEN IG1, IO2, IG3, IG4, I06, IG8, IC10 N OTE5 1. ALL CONDUCTORS #12 EXCEPT AS OTHERWISE NOTED 2. ALL "IG" CONDUCTORS TO BE INSULATED & TO BE CONNECTED ONLY AT ISOLATED GROUND TERMINAL ON RECEPTACLE AT INSULATED/ISOLATED GROUND BUS & AT BUILDING ENTRANCE GROUND POINT. 3. OVERHEAD WIREWAY FOR ISOLATED GROUND OUTLETS, TELEPHONE, INTERCOM & COMPUTER WIRING. WIREWAY, SUPPORTS & RODS ARE FURNISHED BY "TRU", INSTALLED BY ELECTRICAL CONTRACTOR. ELC RESPONSIBLE FOR ALL IG & NORMAL POWER WIRING, FITTINGS, ETC., TO MAKE A COMPLETE WORKING INSTALLATION. WIREWAY SUPPORTED AT 5'-0" MAX. O.C. 4. THERE IS TO BE NO "DAISY CHAINING" OF GROUND WIRES FROM RECEPTACLE TO RECEPTACLE TO PANEL. 5. ALL POWER & COMMUNICATION WIRING TO HAVE COPPER CONDUCTORS. ■ s.� .d z WIREWAY FOR FUTURE GROUND BUS OLATED ! z o - - - - 4' PRE -WIRED POWER POLES. .3 WH (TYPICAL)IP y� .z onPANEL LC PLUG-IN (TYP) o SHIPPED SEPARATE- z (' LANE LIGHT INST BY ELC IN 0.. ! (TYPICAL) POWER TRAY LANE LIGHT SWITCH i m L L. -LANE LIGHT SWITCHES --- 1 ' BX CONNECTOR FURNISHED W/ PLUG-IN FOR REGISTER #1 ONLY TO BE EQUIPPED I.G.RECEPT. -' POLE, ELC TO INSTALL BX WITH TWIST -LOCK RECEPT. NEMA #L5-20R POWER POLES CONNECTOR (TYP 2 EACH POLE) PP NOTE NORMAL POWER „ SILENT KNIGHT PANEL IS RECEPT. PREWIRED CONDUCTORS 3_ Q 3- Q 2— 0 HARDWIRED INTO J-BOX. ! ��- OTHER PANELS HAVE PLUG-IN TRANSFORMERS I f3l PLYWOOD FOR MTG. 1/ 2" CONDUIT STUB -UP AND TURNED OUT ABOVE CEILING WITH INSULATED TELEPHONE EQUIPMENT J-BOX- BUSHING FOR DATA AND PHONE PA SP C p SILENT „ �„ --- - --- PHONE A 8 SYSTEM KNIGHT —9 EQ EQ_.1 - 4 CABLE WHIP ----- SWITCH _ PANEL (TYP 2 EACH POLE VAL _ _ -___ _ - - — - DATA CENT RED N WO K� N©IE5 V2003 Q - _- _ (�STA�TION 4 O' AhF, IN 4 BOX / G KSU POWER CORD MUST VAL I _ ��=- -��- - I REACH THE I.G. OUTLET. V2004 MORSE CELL- — - _ I FILE I ® 0 3" SLEEVE THE INSTALLER MAY ADJUST Q PANEL ULAR I o El THE HEIGHT OF THE BACK- I 2 KVA �� _— - ___ r I (3)I I.G. Q D OU TS 2 KVA CASH REGISTER LANE LIGHTS BOARD TO ACCOMPLISH - � BEST � _ ARE 12" WIDE X 12" DEEP X 15" HIGH. THIS TASK, o PUNCH I BATTERY ----- -- _- L_ _ BATTERY UPS & r f I / PS & \ - ---BLOCKS --- o -- - - - - BY-PASS °2 Y-PAS P' DUPLEX OUTLETS _-- -- - Q AELY POWER POLE IS TO BE MOUNTED SO THAT 2 I.G.QUAD OUTLETS 6"x 6" RECESSED THE LANE #/CASH ONLY SIGN FACES THE O " CONV. OUTLET TYP. o � REAR OF THE STORE. BOX AT 50 AFF Q/002,�ELEVATION2[ELEVATION 3 ELEVAT10114 o n E7 E7 SCALE: N.T.S. E7 E7 SCALE: N.T.S. IQE77VSCALE: N.T.S. TOGGLE SWITCHES FOR w Q LANE LIGHTS >, o ISOLATION m � TRANSFORMER T-1 I ! < ELC TO SUSPEND T-1 IMMEDIATELY ABOVE WALLS, ' ip . If °' DUPLEX IG OUTLETS � z Lo c, ol j Q 0 CUTOUTS FOR SIGNAL --- ---- ----- ---------- -- --ELC- T4-CUT SLOT ELC TO PROVIDE SUPPLEMENTAL UNISTRUT AND IN DRYWALL & STUB IIIIIIIII II II II II I MOUNT UNISTRUT ON 4" x 4" STUDS PROVIDED BY CONDUITS DN JUST GC TO SPAN WALL. MT. UNISTRUT FLUSH W/WALL. BELOW TOP OF SLOT. PLYWOOD FOR TELCO MOUNTING DATA EQUIPMENT PUNCH �-6 BLOCKS PA EL PANEL E IP. "LC„ I RCK I _- "e��Es50 4 2 5 RTU-8 RTU-1 WP RTU-2 1 RTU-3 WP RTU-4 WP RTU-5 WP RTU-6 WP RTU-7 WP Ii 60 1 60 1 100 30 30 60 ROOF 30 30 MDP-6 r; 4• :' MDP-7 # 6, /4 3 # 3, 1 1 /4 C. 3 1,1 "C C MDP-8 1 / MDP-9 3 6, I. MDP-10 ' ji MDP-11 TO PNL HB-13 TO PNL LB-7 / „ _ SEE DWG. E2 _/ MDP-12 3 # 6. 1 C. _ 3/4"C. W/DC CONTROL SEE DWG. E2 WIRING AS DIR BY MDP-3 �--4 4 & 1 4 ISOLATED (G , 1 1/2" C. MANUF. REP. 1 MDP-2 —4 3 1 1 2" C. AUTO --TRANSFER SWITCH, 50KVA 'ENERATOR 277/480V f MDP-4 3 8 3 4"C. FURN BY "TRU", INST. 4W FURN. BY "TRU" R.".'r" BY ELC.--- 4#4,1;4 (IG),1-1/2"C rGENSET INSTALLED OUTSIDE NEAR MDP-5 3 61 C. ISOLATED �rR/.,) I MDP-1 "T-5" GROUND �' � �,:J (D ESEL FUEL WITH 120 GAL. BASE EXTEIO"f WALL FUEL TANK. APPROX. 26.7 HRS. RUNNING O 4#4,1 #4 (IG), 1 1 /2"C. 2#4.1 #4 (10), 1 1 /4"C. TIME AT FULL LOAD), 4#3 1 1/2"C COPPER .� I., ?�6,1#6 (IG) 4 1/0, 2"C. T-4 "T-2" "T- 3" "T-1 " (2)-3 2" C. W/4-350MCM IN EACH. nT O _ 600A, 3P WP MAIN SWITCH PANEL I Y'IITH BQOA FUSES, MOUN`fED "LD" � ON OUTSIDE FACE OF BLDG 1 J.Jza #4 COPPER--� a"�A #2 COPPER —''� °�' "C-4" �`' #8 COPPER �.. #8 COPPER 10' MAX 3#6, 200 `:✓ �✓ 3�41Cs (Ic), 1I6 (IG 1 C. AIN "C. #/,DISTRIBUTIONa PANEL. �l O 4#3 1 1/2"C. BY-PASS SW. �J UPS `:/ �*--_._ 10'-O" MAXIMUM �T f 1 '1/4" C. „ „ O FURN BY TRU 3#4,1#4 (IG), 1 1/4"C. 0 I C/T 1 2 C-9 T INST BY ELC 60 METER {yj ENCLOSURE "C-6" 2#8,1#8 (10), 3/4"C. GROUND CONDUCTOR FOR ISOLATED O FURN BY UTILITY CO 3 4 C-10' J O GROUND PNL "LC" TO BE CARRIED BACK TO GROUND BUS IN "MDP" TpR`ANSFuo"`RMER' SCHEDULE PLAN KVA HAS VOLTS VOLTS FROM SERVING LOCATIONQ REMARKS T-1 15 1 480 120/240 HC LC MOUNT.ON DECK ABOVEEQUIP. "TRU" ROOM FURN.BY INST BY ELC T-2 30 3 480 120/208 MDP LA MTD. ON FLOOR IN POWER ROOM T-3 10 1 480 120 240 HC LB MTD. ON WALL ABOVE PNL. T-4 45 3 480 120/208 MDP LE IN POWT—DWERFL66R ROOM T-5 45 3 480 120/206 MDP LD MTD. ON WALL ABOVE: PNL INSTALLED 5 6 BY ELC. T PNL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 7 8 n n n n » d u no »HAd dLE„ »LE» LA "HH" LF LB HC LC - C 3 9 10 (LEFT) (RIGHT) c 11 r 12 - O nC 2„ O Q . (Q � O \/ T \:/ ! T T T FLOOR f _ T P �.�---' ER N.E.C. LOCAL "A T r s 0 THIS SYMBOL INDICATES EQUIP. FURNISHED . E Q CODES, & UTILITY RE MT . L TY CO S Q � i - BY TRU INSTALLED BY ELC. !' (2)-3 1/2 C. W/4-350MCM IN EACH, N.n SCALE: IF-3 T & (1) 3 1/2 E.C. W/PULL WIRE -•ELECTRIC T'�' SERVICE CONDUCTORS TO TRANSFORMER PAD -SEE NOTE 2¢y O SPEED CONTROLLER SITE PLAN, (COORD. W/ UTILITY CO.) ELC. TO INCLUDE IN HIS CONTRACT ALL ONE-TIME TAP CHARGES & FEES FROM POWER CO.R-2 COORDINATE WITH POWER CO FROM UNIT HTR.-2 (RELAY FURNISHED BY i I j� i d , 1=p �=taCn1 TRU INSTALLED BY ELC � R-1 [ T) 24V (RELAY FURNISHED DY•, D �d// TRU, INSTALLED BY;AC) LD-21 01 _ PANFI PANFI n . 'curd iffAu"TOR SCHEr"'E' uL (MECHANICALLLY HELD) PLAN MARK MANUF C I F CAA G N ER L T10 SERVI G` 0 T D B C-1 SQUARE 'D' 12P. 20A, 120V COIL- POWER ROOM PANEL- "HA" EMS OUTPUT # 1 C-2 SQUARE 'D' 2P, 30A, 120V � COIL POWER ROOM PYLON SIGN EMS OUTPUT # 3 C-3 SQUARE 'D' 4P, 20A,. 120V ;COIL' POWER `ROOM PANERIO'RHA�'j 39 F0 EMS OUTPUT # 6 C 4 SQUARE D 10P 20A 120V 01 - G ` L NEAR PANEL EL "LD" BLOG. ;SIGNS OFF PANEL "LD" EMS OUTPUT # 3 C-5 SQUARE 'D' . 6P, 20A, :120V COIL POWER ROOM CKTS OFF QF : PANEL HC EMS OUTPUT #. 2 C-6 SQUARE 'D' ' 3P,200A, 120V COIL POWER ROOM "" PANEL LE M EMS OUTPUT # 1 C-7 SQUARE 'D' 10P, 20A, 120V COIL . POvIER ROOM CKTS OFF OF PANEL "HA" EMS OUTPUT # 2 ' G 8' S ARE D QULA 6P 20A 120V COIL POWER 00 Room CKTS I PNL N P n , ..d n & LD EMS OUTPUT<� 1 C--9 . SQUARE 'D' 4P. 20A. 120.V COIL:' P POWER ROOM CKTS.-IN PNL. HA-32 34 EMS OUTPUT # 6 C-10 SQUARE 'D' 4P, 20A, 120V COIL POWER ROOM CKTS IN PNL. HA-34,36,38 EMS OUTPUT # 5 C--11 SQUARE 'D' 2P, 20A, 120V COIL POWER ROOM CKTS IN PNL. HA-18 20 EMS OUTPUT # 7 s> 1 s k a sr (F a r � r - •� � a a 1 t ilk 1 r Its R; -v �i MAI rat'l U-STRIBUTIffUlN PANEL 6OOA 277 480, V sb, 4W S 3 N RIER CARRIER CKT SERVING FUSE _ G POLES SW. FUSE TYPE CONN. AMPS 1 PANEL "HA" 3 100 100 T-TRON (JJS) 72.6 2" PANEL "HB" 3 100 100 T-TRON (JJS) 85.6 3 PANEL "HC" 3 100 70 FRS-R (RK-5) 37.4 4 "T-2" .TO PNL- "LA" 3 60 40 FRS-R (RK=5) 28.0 5 "T-4" TO PNL. "LE" 3. 60 60 FRS-=R (RK-5) 44.0 6 RTU-1 3 ` 60 45 FRS-R (RK-5) 38.0. 7 ' RTU-2 3 100 80 FRS-R RK-5) 76.0 .8 RTU-3 3 30 30 FRS-R (RK-5) 26.0 9' RTU74 `. 3 60 60 FRS-R (RK-5) 52.0 10 RTU-5 - - 3 60 45 FRS-R (RK-5) 38.0 11' RTU--6 3 30 15 FRS-R 12 T-5 TO.PNL. LD, 3 60 60 FRS-R (RK-5) 36.0 SECURITY LEGEND STROBE MTD. 6* BELOW CEILING TILE MS IN PLUG MOW. PSI HORN STROBE TO BE MTD. BY SPEC. OF LOCAL FIRE CODE. HS 'MANUAL PULL STATION (MTD. 0 48- A.F.F.) WITH HORN STROBE ABOVE AT 6'-6* 1 — ZONE 1.2 — ZONE 2 CCTV WIRE BURGLAR WIRE (22 AWG/4 CL2) END OF LINE BURGLAR DEVICES q. 1 ` - END OF LINE CCTV DE14CES CURRENT LOAD (mA) NO, MA/DEVICE STANDBY ALARM FIRE CONTROL/ 1 120 120 — COMMUNICATOR 700 (MAX) — 700 SOUNDING DEVICES 1 60 — 60 HORN STROBES 12 35 — 420 CONDUCTORS/RESISTORS 6 5,1 30.6 — (6 ZONES. 6 CIRCUITS) TOTALS 1150.6 11180 BATTERY CALCULATIONS STANDBY HOURS 4 mA X HOURS 602.4 ALARM HOURS .084 mA X HOURS 107.94 SUBTOTAL 710.34 SUBTOTAL X 1.2 852.41 (AMPERE/HOURS) (0.9 AH) 6' TO SYSTEM_"� Ao FLOW 'SWITCH —1 A L—j— INSPECTOR'S TEST/ c TO SECURITY PANEL AUX DRAIN PRESSURE GAUGE LOW TEMPERATURE DEVICE (INSTALLED BY, OTHERS) k., TAMPER SIM TCH 1. ._+_.�DOUBILE CHECK BACKIFLOW PREVENTER WITH 2 OS&Y VALVES AND PRESSURE GAUGES y TQi Ln with, WALL"t _a7 TD. TO This -drawing :EXIT I NEAREST EXIT T9YS US DOOR ON BLOqK not be used IiIIIIIIIIII41m IIIIII�a- 11*11111111 gall I I I —, 9�_ I withbwt0 perrh SEE 1—H—E5 FOR a PANEL MOUNTING TAMPER SWITCH ------ Lo'cation o ELEVATION MTD. EXTERIOR LARM BELL ABOVE D06R -SECURITY EQUIPMENI-5E= MANUFACTURER MANUFACTURER'S DESCRIPTION FIRE PULL STATIONS QTY. ADDITIONS SUBT TOTAL FIRE—LITE EIG-8 6 GENERIC 18AY774C — FPL SOLID WIRE 4000 GENERIC GENERIC 2, N A BURGLAR WIRE — STANDARD JACKETED WHITE COAX/POWER WIRE (WHITE). 6000 2000 GENERIC N A WIRE.TO.POWER PTZ. (18AW2/12C—WHITE) 2000 GENERIC N�A 12 VOLT BATTERY FOR FIRE PANEL .2 SILENT KNIGHT 52JO REMOTE ANNUNCIATOR,'— IF REQUIRED BY LOCAL CODE -NA SILENT KNIGHT 5207 8 ZONE FIRE PAN_EI_(TRU ONLY I .WHEELOCK MT4-24—LSM—VFA , HORN STR08E (24 VQLT 11 WHEELOCK DBO DEEP. BACK BOX FOR WHEELOCK, HORN STROBE 11 WHEELOCK 88 BACK BOX FOR STROBE 4_1 WHEELOCK LSM7: 24—VFR 777 WHEELOCK FFT,R 1, �.7 SIGNATURES DATE CPM LPM STROBE �(24 VOLT) TRIMPLATE (FOR CEILING: AREAS ONLY) THE EQUIPMEN r, ABOVE IS SUPPLIED BY TRU AND INSTALLED BY CONTRACTOR ALL. OTHER EQUIPMENT INSTALLED BY OTHERS. C), FLOOR LINE ef,-2 ­j- A FROM $1 TE FIRE WATER SERVICE 'i FIELD 24 VOLT, PILOT DUTY FIELD WIRINGTlT2T3— 5— 6 7 8 WIRING RN 1 RNr2 RN 3 RN RN RN RN 7 RNTERM 21 22 Fio'i I 20 23 24 25120�27 28 29 30 31 32 33 34 35 36 37 38 9 11213141516171819 (. i TR 2 TRANSFORMER— (LOCATED IN CP-1)A A i ink i a n I� t a L6=2 VAT VOLT A/C A/C (LOCATED IN CP-1) OUTPUTS 11 SALES LTS & PLUGS 2 PRESALES & PARTIAL SALES & OFFICE UGH ITNO 3 PYLON SIGN BLDG SIGN 4 GENERATOR START 5 SECURITY LIGHTS 6 EXT & PK LOT LTS 7 SKYLIGHT — LIGHTS 8 UNOCCUPIED MODE r TO ALL TERMINAL'# 3 15. OVERRIDE TOGGLE SWITCH INDICATORS: { ON SQUARE 'D' OFF = CONTACTOR DISENGAGED, CIRCUIT OPEN, a SOLID STATE CONTROL ON = CONTACTOR ENGAGED, CIRCUIT CLOSED. �I . „ S — MODULE &GENSET TB DC1 ( TERMINAL 31 --� # ) = AUTO — AUTOMATIC OPERATION. UNIT MOUNTED WITHIN TO ALL TERMINAL 'D' # FOR CONTACTOR -1 6 8 NOT usEo NOT use0 ® RTU ENCLOSURE ON SQUARE oe R^$ PRE-SALES SOLID STATE FOR CONTACTOR 5 _7 LTG �jj 4 "i ' CONTROLLER . FOR CONTACTOR 2 & 4 EXTERIOR LTG NOT USED ® • _ TO, GENSET`RELAY TO GENSET STARTER SKYLIGHT —LIGHTS uN-occuPlEo ROOF TOP UNIT H. s, I H E st .E T D PER C sl C L F E sT a 1.COb 8 It t7 13.' 14 N HEAT HEAT FILTER COOL COOL FAU CDIAIfO 0.. STAE STALE sT �cE srA�E OVERRIDE EMP ( : ()- AU O. SH MO ULE LD {) P� ER IN 24 AC, A '. ' " (fB�DC1. TERtv11NAL 21) FOR CONTACTOR 10 �� GolamtoN TERMINAL BLOCK CL 24V S 2 MA tlTPt S 1A PILO DU Sl?ATUS CONFlRMATIOt� INPUTS SWITCH S NSO CONTACT CLOSURE ONLY INPUT I PUT EN$ WP f N ss z ORK C SS O O c 5v' 8761 CP=1 N TO cn GENSET .� 1 1/4 CO NDUIT v I Ln CONTRACTOR TO_SUPPLY "- y! 1/2"_ CONDUIT. AND 20" AMP CIRCUT ' y ( �. (REFER TO SHEET E2) EC NOVAR EXECUTIVE r m j CONTROLLER k TE~LEPHONE '.LINE !- i.BY OWNERPHONE 'k` a { JACK t { 4'-=0" X 4'-0" PLYWOOD PANEL ' f . e : ' � I. r ,� ,I F� ; .. - '. • �+C A 0 � (! .9 ® a �. ,' � it 'A.. /� Bid ® � A � � ww1 lot IZV VIWW cr 0 0 P. in rn y. N i 0 ON o� i N o 0 a "" CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL AO COVER SHEET S1 GENERAL NOTES ANIC FL 0 — R E1 ELECTRICAL NOTES & SYMBOLS ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. TC3 SITE DETAILS S2 TYPICAL DETAILS M2 ENLARGED MECHANICAL FLOOR PLANS & DETAILS CA 3.) COORDINATION WITH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED Al FLOOR PLAN &DETAILS S3 FOUNDATION PLAN M3 MECHANICAL SCHEDULES 4,'—�EL 3 RACKING POWER &FAN PLAN ONLY AS SHOWN BELOW. A2 FLOOR PLAN DETAILS S4 FOUNDATION DETAILS tGRtEfRG�FC�R312 4 LIGHTING PLAN CIVIL ENGINEERING CONSULTANT IS: IVEY HARRIS & WALLS INC.631 S. ORLANDO AVE. SUITE 200 A3 TRUCK DOCK PLAN & DETAILS S5 ROOF FRAMING PLAN P2 PLUMBING SCHEDULE & DETAILS 5 POWER DETAILSWINTER PARK, FLORIDA 32789 A4 ENLARGED TOILET PLAN S6 ROOF FRAMING DETAILS FP1 SITE PLAN & MISC. DETAILS 6 COMPUTER SYSTEM WIRING DIAGRAM CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-1 COVER SHEET 0 12/94 C-2 BOUND. & TOPO. SURVEY 0 11/94 C-3 LEGEND & NOTES 0 11/94 C-4 SITE PLAN 0 11/94 C-5, C -6 SITE GEOMETRY 0 12/94,12/94 C-7, C-8 SITE, UTIL. & PAVE. MARK _ 0 12/94,12/94 C-9, C"lC GRADING &. DRAIN.. PLAN 0 12/94,12/94 C -11 EROSION CONTROL PLAN 0 11/94 C-12,C-13 DRAINAGE DETAILS 0 10/94,11/94 C-14 PAVING DETAILS 0 11/94 C-15 PACEMENT MARKING DET. 0 11/94 C-16,C-17 LIFT STATION DET. 0 11/94,11/94 A5 VESTIBULE PLAN & DETAILS FP2 AUTOMATIC SPRINKLER PLAN E7 ELECTRICAL PANEL SCHEDULES A6 FRONT OFFICE PLANS, SECTIONS & DETAILS E8 RISER DIAGRAM A7 SCHEDULES & DETAILS A8 EXTERIOR ELEVATIONS EFP1 FIRE ALARM AND SECURITY CABLING A9 VESTIBULE SECTIONS & DETAILS EMS1 ENERGY MANAGEMENT SYSTEMS (FOR INFORMATION ONLY) A10 ROOF PLAN & DETAILS All WALL SECTIONS & DETAILS Al2 CERAMIC TILE LAYOUT l F1 FIXTURE PLAN (FOR INFORMATION ONLY) G1 GRAPHICS 02 GRAPHICS COORDINATION CHECKED BY INITIAL DATE INITIAL DATE INITIAL DATE DISCIPLINE: ARCHITECTURAL DJR 1-4-95 CODE DATA SUMMARY CODE REVIEW NOTE. SYMBOL LEGEND ABBREVIATION S JOB NAME: TOYS "R" US D. OCCUPANT LOADING: _, A.C.T. ACOUSTICAL CEILING TILE JT. JOINT SALES AT 30 SQ. FT./PERSON 671 ROOM NUMBER IDENTIFICATION O4 A.F.F. ABOVE FINISH FLOOR KRU KIDS 'R' US LOCATION:. SANFORD, FLORIDA SECURITY RM., PRE —SALES AT 300 SQ. FT./PERSON 25 1 ASPH. ASPHALT LAM. LAMINATE MISC. OFFICES, BREAK RM. ETC. AT 100 SQ. FT./PERSON 16 DETECTION AND ALARM SYSTEM BLK BLOCK LAV. LAVATORY RECEIVING AREA AT 300 SQ. FT. PER PERSON 2 DOOR NUMBER IDENTIFICATION O6 BI K'G BLOCKING L.P. LOW POINT A. BUILDING CRITERIA: _ / — TOYS RV U NC. WILL COMPLETE THE CLG. CEILING MAX. MAXIMUM TOTAL PEOPLE 714 INSTALLATION OF THE INTRUSION DETECTION AND CPU CUSTOMER PICK—UP MTL. METAL BUILDING CODE: 1991 STANDARD BUILDING CODE CCTV SYSTEM WITH REMOTE CENTRAL STATION C.T. CERAMIC TILE MIN. MINIMUM BUILDING USE: RETAIL SALES WALL SECTION MONITORING PRIOR TO COMPLETION OF THE PROJECT. CONC. CONCRETE M.O. MASONRY OPENING OCCUPANCY: MERCANTILE Z 3 CONT. CONTINUOUS N.LC. NOT IN CONTRACT CONSTRUCTION TYPE: IV N, FULLY SPRINKLERED E. EXITING REQUIRED: C.J. CONTROL JOINT NO. NUMBER TOTAL BUILDING SALES & MISC. OFFICE AREAS 687 PEOPLE x 0.2 = 11'-6" DN. DOWN O.C. ON CENTER AREA: 30,724 SQ.FT. PRE —SALES, SECURITY RM. & RECEIVING AREA 27 PEOPLE x 0.2 = 2'-8" DIA. DIAMETER O.H. OPPOSITE HAND B. ALLOWABLE AREA: DWG. DRAWING OPN'G OPENING TOTAL REQUIRED 14'-2' E.F. EACH FACE P.B.C. PLUMBING CONTRACTOR BASE AREA:->27,000 SQ.FT. - TABLE OF REQUIRED THERMAL U AND R—FACTORS E.W. EACH WAY PLAS. LAM. PLASTIC LAMINATE ALLOWABLE INCREASE: (SEPARATION ON 3 SIDES): 17.518 SQ.FT. F; EXITING PROVIDED DOOR WIDTH SIZE NET. EGRESS-WIDTFI E.W.C. ELECTRIC WATER COOLER PL. PLATE TOTAL ALLOWABLE: 44,518 SQ. FT. -- _ ROOF INSULATION R = 12.5 DOOR 1 & 2 3'-6" (4'-1") PERIMETER INSULATION (WHEN APPLICABLE) R 5.0 EL. ELEVATION PLY'D PLYWOOD C. BUILDING AREA; DOOR 3, 4 & 5 - 3'-6" (4'-1") CONCRETE BLOCK — 12" W/ CORE,INSULATION EELECTRICAL CONTRACTOR RRADIUS TYPICAL DETAIL DESIGNATION EXXIST. EXISTING REF.CLG.PL. REFLECTED CEILING PLAN TnTAI U) 77d cn rT DOOR 22 3'-0" (2'-9") (WHEN APPLICABLE) U = 0.19 "- rvo rvo AMCI I prni horn 12" U,O.N 1 1/2" R ---SECURE SIGN TO MASONRY WALL AT CORNERS GN TO BE WHI"TL". --MINUTE %CKGROUND W/ -- -ACK LETTERING PARKING G JTE: GN TOPROVIDED 11 C `� S T o �, %� E R A 'LTV >( CONTRACONTRACTORv � COORDINATE SIGNS WITH E J ICK UP] LOCAL CODES. I/ ONLY C'TI-7"�" 0 "PU WALI 'c-IC"IN DET IL :ssaee:;ue:.7+smrr+cases.ma-�:rsvu^.cesaczurai;csamtrzrrrmasaraaz:tcm>�e�ts�n�c:arseuusea:ve:rsv�cvoss.t>:ruwe ;GALE: 3"-=1'--0' t h9 I _.-_.. � 4 �i ����'�S`�#�' 3a��f' s rs1e�a�tat���'}�` >. �'� " 5 .�T��T�!',.'',� •5',#'.iC��k�t; w �-�u-.,r��r�s�-•g�, .�..t+r r�rt�'f�` ���4 NOTE: SECURE TO POST '" THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK W/1 /4" DIA. BOLTS REQUIRED TO "STAGE" SITE WORK IN SUCH TOP & BOTTOM------ VVV A MANNER THAT THE INSTALLATION OF THE MIN, E a PAVING WILL. BE COMPLETED WELL IN ADVANCE PAR I N G OF THE BUILDING. THE CONTRACTR SHALL PROVIDE U STAGING COSTS AND COMPLETION DATES TO CH- id FR L TOYS "R" US AT TIME OF BID. PICK- UP V THE CONTRACTOR'S SURVEYOR AT TIME OF v' STAKING OUT THE BUILDING LOCATIONS, ETC. ^� SHALL BE RESPONSIBLE FOR STAKING OUT THE. PYLON LOCATIONS. GALV. STL. - _ t2" ¢ (REQUIRED FOR EARLYPYLON INSTALLATION) CHANNEL F--- — SIGN POST C, ,n ALL TRAFFIC SIGNS AND POST SHOWN SHALL TOP OF SLAB COMPLY W/ LOCAL AND/OR STATE D.O.T. OR ASPHALT STANDARD REQUIREMENTS. THIS INCLUDES STRIPING, STOP BAR, STOP SIGNS, DIRECTIONAL �- -_- - ARROWS & ALL OTHER PAINTED PAVEMENT SIGNS 7F7 ; w AS REQUIRED. (BY DEVELOPER) F- ! THE DEVELOPER IS RESPONSIBLE FOR IlL PROVIDING AND INSTALLING ALL REQUIRED, SIGNS FOR "HANDICAPPED" DESIGNATIONS, "FIRE LANES", "TRAFFIC" SIGNS, DIRECTIONAL SIGNS, ETC. PER ALL REQUIREMENTS OF LOCAL AUTHORITIES, ANSI 117.1, AND A.D.A. (AMERICANS WITH DISABILITIES ACT.) ULE M oN TE SIGN cazauwrxa�,rr_ra+xur+.�ia��rr.u:re;:+c�.w.cws-a —..v=_•,�.:.•.•,"reuaars€s - uwm SCALE: NONE CONCRETE TO BE RAISED ---� FOR PROPER WATER RUNOFF 4" DIAMETER STEEL PIPE - FILLED W/ CONC., PAINTED TRAFFIC YELLOW AND, EM- BEDDED IN CONC. BASE - PAINT BACK GROUND WHITE WITH U` LETTERING IN TOYS "R" US COLORS BITUMINOUS JOINT AROUND -- PIPE FOP OF SLAB OR ASPHALT -� NOTE: BOLLARDS REQ'D AT BLDG. CORNERS, FIRE r , CONCRETE HYDRANTS, WATER METER, �` _— GAS METER, SPRINKLER RISER, TRANSFORMER & ALL UTILITIES AT LOCATIONS SHOWN, ON THESE � -- -----._-- DRAY:INGS INTERIOR & EXTERIOR _ I,-6" _ B L, D DETAIL YY_K'^^"^`""Tit'i - "'�9a'.'FYJ'SYT:iIL ••-w-'.Y6fk.-Cf6idS'f'L'Ti`.••`•�S[•.:`ut�•--'•,•• SCALE: "Ly 3/8" --1'— 01t HOW A ti c i d -P&L ##1007 (VIBRANT RED) -P&L ##1743 (GOLDEN! GATE)' -P&L ##1525 (CHRISTMAS GREEN) -P&L. /#1229 (YALE BLUE) LETF COLOR PUS # T RED 032C 0 ORANGE 137C _ Y_ GREEN 354C S VIOLET 253 _ R - YELLOV, 012C. U GREEN 354C S I RED I 032C -- 1" DIA. " EYE HOOK" FOR TEMPORARY CONSTRUCTION SIGN TEMP"O"'R ArR"Y COINSTRUCT10"'N" SIGN ,.�,� snr -.�� �,aa�,.�___�.._�.>��_z+•�e^.�amzaa+aecu.r�ra:sa+ssszw.r,.ticsa'svr SCALE 1/7_"=T--O" .(TO BE REMOVED AS DIRECTED BY OWWNER REPRESENATIVE) CONTRACTOR TO BE. RESPONSIBLE FOR OBTAINING SIGN PERMIT. SCOpF MOTE: PROVIDE EXPANSION. JOINT 0 PERIMETER o I 14 coo COM I N G 0 N EQ. _S-6" EQ. PAINT LETTEING BLACK (1" 4'x8'x3 T. GD. PLYWD. LR - 4' x 4' TREATED WD. POST SET 3'-0" IN CONCRETE BELOW GRADE �ft�■ l— -- - �= -- - - - - -- - -- -- =� `L-.NOTE C r�P��e `i OF RAMP. 4" STEEL PIPE ( C \ \ 10877 WATSON ROAD BOLLARD SEE DETAIL THIS 30" NUN. 30 MIPJ. 30" MIN. \ \\\ �\ ���� �� =� \ ST. LOUTS, MO 63127 . SHEET _---.------f----- ------ \ ��' PROJECT MANAGE RS \; 36 MAX. 36" MAX. 36" MAX. ��\�\ �. '��� , /tS� 'fRANSi'fION RAMP � � � � � \� • � � - � CONC. CARE CURB BEYOND ' \ �� \` �� �' F /. EXPANSION Se SCORED JOINTS i�r7TE A: NOTE G: � �o PROVIDE ADDITIONAL SIDE yr/SCORED JOINTS ����\ �'� ��\���'��� ,�_� 1/�" EXPANSION MATERIAL SPACE ENVELOPE FOR SPRINKLER 4' O.C. \� ;�\ BOLLARD. VPrIEN CLEARANCE TO SEALANT RISER, DOMESTIC RISER, GAS RISER, THE WALL EXCEEDS 30" FROIA �� �� �� _ \ /2 GAS METER, AND OSY CONNECTION CONCRETE HANDICAPPED,,`\ �'ORNER BOLLARDS. CORNER EITHER SEPARATELY OR IN � ,{ ACCESS RAMP w/SCORED BOLLARD ARE NOT DELETED ,J11EN JOINTS 0 4 Q.C. \\ ----- COMBINED' LOCATIONS, COMPLETE SIDE BOLLARDS ARE REQUIRED. - w/VALVING, PIPING AND ALL SEE NOTE U. ` ~, TOOL SCORED JOINT I PROFESSIONAL `J RELATED ACCESSORIES, TYPICAL. TRANSITION RAMP ` NOTE D: S_J_ _-- w/SCORED JOINTS---�--� - n _ - --�- OF RECORD: NOTE B: EQUAL SPACING OF BOLLARDS ®4" O.C. i'q' �` ciAa ., 044, RALPH R. SHAV' - .X .._._-(._—'•X ---;i __ X ___.{ __ X __— X ___—.;—_,n _— - X X _...=X _ .. X __— _. _ .— x___.X _ X__.._.X% CONTRACTOR SHALL COORDINATE PLACEMENT SHALL BE PROVIDED UNLESS - _ ��9 OF BOLLARDS WITH F.P.C., P.B.C., & CONCRETE CURB �a� W �,•Q ° y P 3'I - 8?1--1100 I. N 5 REQUIREMENTS OF NOTE B CANNOT 4 H.A.C. TO INSURE AMPLE ACCESS TO E.J. - �n°po°ro-"-' "t �O cy�q° _ ."�,o�Q���o BE MET. NUMBER OF BOLLARDS CONCRETE SIDEWALK °� ,, °� � 4" CONC. SLAB '- RISER VALVING, ACCESSORIES, AS REQUIRED, 'TWO (Z) MINIMUM. 4" CONC. SLAB TOYS �® �� & TRIM FOR OPERATION, REPAIR, MAINTENANCE, & REPLACEMENT OF -�= -- "AN I ALL COMPONENTS FOR EACH RISER HANDI"'Mi P,, TOOL SCO' ASSEMBLY. (TYPICAL AT EXT4f ERIOR AND-%R, s E %X INTERIOR OF SIDE MASONRY WALL.) E.J. _ _ C �,��.. �S ���M i �' JO'INT Tm '�' TA � � National Office I L , J, `3 D E I �.� o * 461 From Road P% I P"' E G" U A RD% S.SCALE' 1 /4" '1'--0" C3 SCALE' 1 1 /2' —1'--•0" Paramus, NJ U7652 SCALE: `1/2"= 1'•-•0„�, .- (201} 599-78U0 C3 PROPOSED GEOFFREY E.J. ADJACENT �IIi6QAdi3H�.asr� a- .erive�rs:;vm� snn. ar:�7,�+r 5-7 7/880 VESTIBULE _ �/ _ ,4-0„ �� BUILDING This drawing is the Exclusive Property of (16' 0" a BUILDING) f/ RAMP -shown SEALANT SEE SPEC ELEV.=O'-0"- �� - - M a TOYS "Si" US. The information shown may -6--- SEC.3 (INCLUDING DOOR OPNIG S) 1 SCORED DETECTABLE _ -`ELEV.=O'-0" °° '� not be used nor the Drawings Reproduced 1/2" PRE -MOULDED EXPANSION JOINT CONC. 'WARNING PAVEMENT -I Q without permission of TOYS "fl" US. '--0' = o th t CONTINUOUS. �, ` -' E.J. 3 (SCORED JOINTS r� 4 E.J. �. _{k4 CUNT. TYPICAL AT CURBS -�---^ O.C. HORIZONTALLY) LOC(3t1{JC) ' I CONC. CART CURB AT PORTION OF --- - -- _ ----- _ FOP OF pAVk MENT TO BE ,�J vi—t�i - m _ su _ ur __�=1n —mot _ ---= _ w ---- -- - <. , , STORE PER SIDEWALK PLAN WITH -- 3 4" CHAMFERED EDGE. FLUSH WITH TOP OF WALK '�- - -� / SIDEWALK. - r - - - T ELEV.= -0'-1 1 2"---•INSTALL EXP. JOINT C� ALL SANFut<u, --- - - - - FLO ALONG SIDEWALK. (REFER C ,JCftETE C RT CUR JOINT TO / SLOPE �' CORNERS IN CART CURB. ,, - -�- _ _ __ •- `. TO SITE DRAWINGS) MATCH WAL JOINTS APPLY 3'-0" YIIDE STRIP OF SCOREp CONGREfE MATCH SIDEWALK JOINTS. ` v� —N n µ .�9 `- '�, C., - y -.., S LANT A f EXPANSI N JTS_ NLY DETECTABLE WARNING PAVEMENT i:3 ' ---� -- v (E .SIDE) SCORED JOINdTS ®4" O.C. HORIZONTALLY SCORED JOINTS m 8'-0" U.C. ,u,j T ""� o c ( ) EXPANSION JOINTS AS SHOWN DI'(7dYInCj rI�I@ l SIDEWALK - REINFORCED WITHY _— WIRE MESH RE: STRUCT, DWGS. I 10'-0" 26'-6" 92' 9 5/8" 26'-6 3/8" ##4 BENT DOWELS 4'-0" O.C. ° ( ED PAVEMENT FLUSH WITH_CURB 6'-0"- EXPOSED 6" CURB SITE. EXPOc 6' CURB 6'-0" PAVEMENT FLUSH WffH CURE -_ -eµ EXTENDED 24" INTO SIDEWALK —� 3 j#5 REINF. �, _—_--_ _ ___— -TRANSITIONAL _ TRANSITION — BARS (CONT.) ,I. PAVEMENT PAVEMENT 4„ AGGREGATE - B— � ^- _ —^ LIMITS OF TRU CONTRACTOR'S WORK— -_ _�- BY OTHERS Scale Date - GENERAL NOTES . -- AS. NOTED L1 N (fi o 1. RAMP AS -O fi R E WA �E T1 BE FLUSH W/ W/ SIDSIDEtiVALK �� �'� t N U. SIDEWALK PLAN SEE SITE DWGS. � SCALE- 3/4 10_4) C3 SCALE: 1 /16"-1'--•U" 2. SEE SITE PLAN) SHEET FOR SIDEWALK LAYOUT r , r-:..s ,.. •�. Y •. i%'c'wm�is';tw�f}F(�.:r_73'L�?.x,2�t - r_, - ..`.�c��Y'cssi'vc-.-�-rkr�3'4���.cff�:`7�"R_4*�-�Kl.'cg�_g��2 :�trz. a; c . s�r..r • :j 4'iti '"'� E4ru�Yy fi' �x .s'r"f."rMu m � - . , r . ,. ,- . .. •,: ,- -: -•. sr r� 7,, � x3rx�asssrt�aaW+}�` . . .,� ` � .x�u .,�t',�'.I���.�i{a��E•a6'$,� �+r�'�as,...��fr�ril�.v�F�,_. ��`' ..�._ t . y .:, :.. ".:t;-' ." ,I�.`1'�ei < � . +';• r- , W,iT�.^r ,� �.ss*i`� � '��'_W��IuW:t�`1"a>` m`v�.mveas�sn: �e�i�e�'" i3'�''i'ti�"``'tsd��S�h.."SicN�'�tar��m`'4�r''rT�i:.£et�s"$a� `' ` sr'.�.�n'W' . u,5 a F. rn v� 0 Lo cn 0 i. m N 0 to cn N i -I, 0 O. 10013) {�----FACE OF COLUMN BEYOND (SEE SHT. A5) 4" X 4" X 1/4" X 4" LONG CLIP ANGLES W/ 1/2"W X 1-1/2"L SLOT FOR ANCHOR 6'-0" O.C. ANCHOR W/ 3/8' DIAM SLEEVE TYPE EXPANSION BOLT INTO MASONRY (GROUT CELLS SOLID) C6X10.5ST'L GONDOLA CHANNEL CONT. BETWEEN COLUMNS. ALIGN CHANNELS & FIELD WELD TO ANGLE. 2"x 2"x 1 8" CONT. ANGLE - ALIGN FACE OF ANGLE WITH FACE OF CHANNEL ABOVE EXPANSION BOLT TO SLAB ® 48" O.C. M65ONRY CONDITION 1 DETAIL 5 Vl f 11 SCALE: 1 1/2 "=it -on t*'030 NOT USED 1 1 SCALE: 1 1 /2"=1'-0" PLAN 0 TOILET AREA GENERAL NOTE 1. BUILDING SHALL BE BUILT IN ACCORDANCE WITH ALL STATE & LOCAL CODES. 2. ALL MASONRY JOINTS SHALL BE TOOLED. 3. ALL INTERIOR MASONRY WALLS RECEIVING A PAINTED FINISH SHALL RECEIVE ONE (1) COAT OF BLOCK FILL FOLLOWED BY TWO (2) COATS OF FINISH. REFERENCE DWG'S G-1 & 0-2 GRAPHICS 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL METAL REDUCING STRIPS (AS REQUIRED) WHERE Y.C.T. MEETS CONC. SLAB. ® SECURITY ROOM & PRE -SALES ENTRANCES. (SEE SHT. F1 FOR AREAS ® SALES PERIMETER & VESTIBULE DOORS.) , 5. SEE STRUCTURAL DRAWINGS FOR LOCATION & ORIENTATION OF ALL COLUMNS 6. ALL WOOD FRAMING, BLOCKING, FLOORING, ETC. 2 1.6 145'-10" O� 27'-7 5/8" 21'-0" 27'-7 5/8" 18'-10 3/4' 1, 51'-0' 10 5/8" 1'-2 5/8" 10'-0" '-4" 7'-8" 65'-0" L POWER RM. M.°.co ---- ----- ----- 112 ^ I STAND-BY 16 I ENLARGED GENERATOR & I I O _ PLAN 10 5/8 7 5/8" 3" SHALL BE FIRE RETARDANT. (REFER TO SPEC.) of TRANSFORMER- —L--' ---- i 1 RECEIVING DWG. A3 7. CONTRACTOR SHALL INSTALL ALL FURNISHED WALL �, o I TRASH x- x x x- 17 111 TRUCK PAD BUMPERS. (REFER TO SPECS.) SEE DRAWINGS �' N COMPACTOR �___i A2, A4, A5, A6, A9, 01 & G2 FOR LOCATIONS. - ' ii� i i i lam\ 15 J I Q .--- -- x `>�� =-J ^ TRAINING METAL ROOF DECK — E - _- _—__- j 18 ' o 0 0 0 07 / 105 NOTSD------------------------------------ - - - J o 0 0 0 —BREAK RM. 5 1 1 SCALE: 1 1 /2"-1'-0" I I I< I 13 r' -- -L 08 0 09 I 103 SEE S RUCT. DWGS. FOR STEEL PRE --SALES w - JOIST EQ'Ts.- N AREA a ----CLOSET ROOF1212 L1 04 N 110 I f _I ^ _ ° HALL Q o 19 I 06 10 ENPIA�RNED �. _. .� _�.�.._.(�;l �_- DWG. A4 CONC. STAIR II - REFER TO 3"x3"x1 /4" STL. ANGLE BETWEEN JOISTS ® 6'-0" O.C. (FIELD WELD ;� N STRUCT. DWGS. i GONDOLA CHANNEL IN PLACE) it V.C.T. LIMITS » I JANITOR MEN WOMEN +, II (TYPICAL) ( SM. DETAIL 4-•1-1) i 109 106 107 -v"', 3/8" DIA STL. HANGER RODS Itt 2 o ® 6'-0 " O.C. MAX. THREAD D - �� - - - - - -- - --- -I+--- - - - - - I ` -- - - --- - - -- - - - 4" STEEL PLATE w ENDS 6' TO RECEIVE DOUBLE �- •� C NUT AND WASHER ® EA. END -- It (5EE DE1 L 5-1-1 RE —SALE SALES v Ln I 2 LJ Ld (SEE PLAN)I it i cn 3"x 3"x 1/4"x 0'-4" CLIP NOTE: ANGLE WELD TO CHANNEL It I PAINT GONDOLA CHANNELS & MECHANICALLY FASTEN o PRE -SALES t P & D #2127 "SNOWFLAKE" TO STUDS ,�. AREA II I AT ALL OPENINGS BETWEEN i C6x10.5 GONDOLA CHANNEL M It SALES AND PRE -SALES. SUSPENDED FROM JOISTS ^ 110 II I AFTER FIXTURES ARE w/ 3/8"0 HANGER RODS I INSTALLED. `O `` CHANNEL ®11'-8" A.F.F.) It I STEEL CHANNEL ( 11'-8" A.F.F. �Q II 7/16"x 2"L. SLOT IN CHANNEL It (SEE DETAIL 1-1-1) 20'-4 3/4" PRE -SALES 123'-8" SALES ® EA. SAG ROD. (TYP.) I LIMITS OF Y.C.T. ® SALES AREA i i (U.O.N.). INSTALL REDUCER STRIPS I� WHERE V.C.T. MEETS CONC.(REFER 2 TO GENERAL NOTE #4 THIS SHEET.) THRU STEEL 4 NDETAILGONDOLA CHANNEL o _ _ _ �.J 2,5 1 1 SCALE: NONE 1 - 20 101 COUNTERSINK 1/2" DIA. x 4 1/2" 2x6 FIRE RETARD. CONC. STAIR V GON11 DOLA C. L I � FLATHEAD EXPANSION WOOD BLOCKING �r ANCHORS ® 4'-0" O.C. COUNTERSINK 3/8" DIA. x 2" - ATTACHED TO STUDS. I REM TO ( D�aL A--1-1) NOTE: M SET INTO MASONRY FLATHEAD LAG SCREWS -' MUCT. DWGS. t ' ALL SALES AREA COLUMNS ARE TO `; PROPOSED GROUT CELL SOLID ® 2'-0" O.C. INTO WOOD II li RECEIVE (4) LOW PROFILE CORNER BLOCKING +r I ! ADJACENT It GUARDS ADHERED TO EACH COULMN. �n 1.o 4 2 Ij CORNER GUARDS ARE SUPPLIED BY TRU, c _ Q ' C� ®� AND INSTALLED BY CONTRACTOR PER I BUILDING It I � �,�, MFR'S RECOMMENDATIONS. PAINT ALL CONTINUOUS 4x1/4 CONTINUOUS 4x1/4 �� I WHITE PRIOR TO CORNER GUARD STL. PLATE _ STL. PLATE - cv GYP. BOARD & STUD ,t INSTALLATION. MASONRY CONDITION PARTITION CONDITION. I� Ittt DETAI THRU GONDOLA CORNER OF PARTITION 2 4" STEEL PLATE ® WALL PLATE " 1t 113 ;111148" HIGH HARD VINYL (5EE DETAIL 5-1-1 13-7 /2 I 2 1 1 SCALE: NONE CORNER GUARD, SUPPLIED BY TRU, INSTALLED BY CONTRACTOR. ' I REGISTERS 21 I 2 VINYL WALL BUMPERS I SECURITY 2 I Ejl� i I i SUPPLIED BY TRU, REF, CLG. PL f� Bat OTES. � INSTALLED BY CONTRACTOR ROOM� !'��'1� .��i (TYPICAL) I 102 I _ I I i COORDINATE CEILING PLAN & INSTALLATION W/ ALL ARCH., MECH. & ELECT. TRADES . (REFER TO MECH., ( Q PLUMBING, FIRE PROTECTION, & ELECT. DRAWINGS FOR REQUIREMENTS.) ¢ 12 PROVIDE HOLD-DOWN CEILING CUPS 0 LAY -IN 4" VINYL BASE EQUIF . C T D R' CEILING PANELS FOR SECURITY. (TYPICAL) I REFER TO ROOM FINISH SCHEDULE &SPECS FOR N o I ROO ROOM OFFICE �_ 1 FINISH CEILING TYPE & INSTALLATION REQUIREMENTS.DETA11 120 119 LIGHT FIXTURES ®OFFICE AREA ARE 2 X 4 RECESSED I ®CORNER GUARD �- -� - - I STEEL CHANNEL FLUORESCENT. ;, j SERVICE. 03 11'-8" A.F.F. SCALE: NONE I 26 8 117 1 (SEE DETAIL 1-1-1) I 24" x 48" SUSPENDED METAL CEILING GRID w/ A'1 o SERVICE LAY -IN ACOUST. CEILING TELCO. EXIT 1 VEST. ENTRY ST NOTE: PANELS. (CEILING \ ' ' ROOM 101 S 02 i I 04 » 2 � � .- ^ 121 FOR SIDEWALK � HEIGHT 0 8'-0 A.F.F.) o o 118 I 116 0 DETAILS _SEE (TYPICAL U.O.N.) - - - - - -I- - - - - - - - — - - - - - /� 05 DRAWING TC3 ENLARGED HANDICAP ACCESSIBILITY NOTUS z I - z �• -- PLAN r� 2 WATER COOLERS ^ I ' ' 0O ' °O I cO I °o ' o0 ' -co ' DWG. A5 T.P. DISPENSERS LAVATORIES M M � ��, MOUNTING HEIGHT : 36" A.F.F. TO SPOUT MOUNTING HEIGHT : 34" (MAX) A.F.F. TO -3 12-11 1/8 9'-4 3 4" 12'-11 1 8" 1'-3" MOUNTING HEIGHT 19" (MIN) TO----- -- o o- o 0 0 0 RIM CONTROLS: FRONT OR SIDE LOCATIONS CENTER LINE OF UNIT CONTROLS LEVER OR PUSH TYPE I CLEARANCES . 27" A. .F WIDE OTTOM OOF 1A�PRON FRONT EDGE TO BE 36" (MAX) CLEARANCES 29" (MIN) A.F.F. TO I 1.5 1.7 2.1 ^ 2. 2 ^ 2.3 ^ 2.4 r1 2.5 ' ^ 2.8 ^ 2.9 3.1 .4 I \ J DEEP ALCOVE FROM REAR WALL BOTTOM OF APRON " " 48 x 30' CLEAR FLOOR FRONT APPROACH - 48 x 30 AL UNITS SPACE 24" x 48" SUSPENDED CLEAR FLOOR SPACE EXPOSED PIPES TO 8E INSULATED SIDE APPROACH - 30" x 4FEMININE NAPKIN DISPOSAL 1 1.4 1.9 2.6 T 3.3 8" MOUNTING HEIGHT : 19" (MIN) TO TOP METAL CEILING GRID w/ CLEAR FLOOR SPACE MIRRORS LAY -IN ACOUST. CEILING WATER CLOSETS URINALS MOUNTING HEIGHT : 40" (MAX) A.F.F. TO PANELS. (CEILING MOUNTING HEIGHT 17"-19" TO TOP OF SEAT BOTTOM EDGE 10 5 8 10 5/8" HEIGHT 010'-0" A.F.F. MOUNTING HEIGHT 17' (MAX) A.F.F. TO / _ �, 21'-7 1/4" 21'-7 1 4" 38'-7 1/2" 31'-1 3/8" 31'-1 3/8• IN JANITOR'S CLOSET) CONTROLS 44" (MAX) A.F.F. ON WIDE ELONGATED RIM PAPER TOWEL SIDE OF STALL CONTROLS 44" (MAX) A.F.F. DISPENSER 26'-6" 92'-9 5/8' VESTIBULE 26'-6 3/8" TOILET STALLS CLEARANCES 48" x 30" CLEAR FLOOR TOE CLEARANCE 9" A.F.F. MIN SPACE MOUNTING HEIGHT (MAX) A.F.F. TO BOTTOM OF UNIT 145'-10" OVERALL URINAL SCREEN TO BE 24" WIDE (MAX) BOTTOM - GRAB BARS FEMININE NAPKIN MOUNTING HEIGHT 33" TO 36" A.F.F. DISPENSER SIDE BAR 42" (MIN) LONG -SET 12" MOUNTING HEIGHT : 40" (MAX) A.F.F. TO FROM REAR WALL BOTTOM OF UNIT REAR BAR 36" (MIN) LONG -SET 6" TELEPHONE FROM SIDE WALL MOUNTING HEIGHT 48» A.F.F. TO ��� PLAN HIGHEST OPERABLE PARTS ESSENTIAL PLAN NORTH FOR BASIC OPERATION SCALE: 1 /16" = 1'-0" CLEARANCES 27" A.F.F. TO BOTTOM OF CABINET i 48" x 30" CLEAR 1 FLOOR SPACE Y V 22'-0" 4'-I1 1/4" TO �a - 22'-0„ 21'-8 1/8" 7 7 1 3/- 9" 5 EQ. SPACES = 21'-0 5/8" (FIELD VERIFY SPACES) 4 1/ " CONT. CAULK EA. SIDE (TYP.) VINYL WALL BUMPERS, SUPPLIED BY 'TRU, INSTALLED BY CONTRACTOR REFER TO DET. 4-2-4 CLEAR ANOD. ALUM. STOREFRONT WINDOW FRAME w/1/4" CLEAR 5 TEMP. GLASS I 2 2 cc� N . cs w 3'-7" HIGH WALL TO CONSTRUCTED OF: 6" 20 GA. I DASHED LINE MTL. STUDS ®16" O.C. w/ INDICATES FIXTURE WAINSCOT PANELS SUPPLIED SUPPLIED FIXTURE TRU, BY TRU, INSTALLED BY INSTALLED BY CONTR. ON EACH SIDE. CONTRACTOR. C3x5 STL CHANNEL REINF. EXTEND FROM FLOOR TO TOP OF STOREFRON 17 ----LANlJEl 2 2 SCALE: 1 1 /2"=1'--0" 5 NOTE- (THIS DTL AND DR-51L COORDINATE w/TRU FIELD REPRESENTATIVE WHETHER THE LOW HEIGHT PARTITION PORTIONS I.; OF THESE DETAILS ARE TO Br - LID CONSTRUCTED OR PRE-FABRI CATED FIXTURES. SALES AREA SERVICE AREA & REGI 2.6 4'-11 1/4" CLEAR ANOD. ALUM CLOSURE W/ CONCEALED FASTENERS, FROM TOP OF WAINSCOT TO TOP OF DOOR. (2) C4x5.4 STL CHANNELS WELDED TO 5x3x1/4" STL BASE PLATE ANCHORED TO FLOOR SLAB W/ (4) 3/4"x3" LONG ADHESIVE ANCHOR BOLT SIM TO HILT HVA 0 PROVIDE CONT. BEAD OF CAULK 0 ® O EACH SIDE OF DOOR FRAME PERIMETER CLEAR ANOD. ALUM SUDING POCKET DOOR W/ 1/4" CLEAR SAFETY GLASS (REFER TO DOOR SCHEDULE) C 4x5.4 STL CHANNEL WELDED TO 5x3x1/4" STL BASE PLATE 10 ANCHORED TO FLOOR SLAB 03 2 2 W/ (1) 3/4"x3" LONG ADHESIVE ANCHOR BOLT SIM TO HILT] "HVA" o CONT. CAULK EA. SIDE (TYP.) c, VINYL WALL BUMPERS, SUPPLIED BY TRU, INSTALLED BY CONTRACTOR REFER TO DET. 4-2-4 CLEAR ANOD. ALUM. STOREFRONT WINDOW FRAME w/1/4" CLEAR TEMP. GLASS I. VINYL WALL BUMPERS, SUPPLIED BY TRU, INSTALLED BY CONTRACTOR REFER TO DIET. 4-2-4 3'-7" HIGH WALL TO BE CONSTRUCTED OF: 6" 20 GA. MTL. STUDS 0 16" O.C. w/ WAINSCOT PANELS SUPPLIED BY TRU, INSTALLED BY CONTR. ON EACH SIDE. 8 ATTACH STUD TO CHANNEL- 2 2 w/12-24 HWH TEKS/5 SCREWS 0 12" O.C. 0 € 1'3 ' C3x5 STL. CHANNEL w/ I 7 1/2"x3"x1/4" STL. BASE PLATE w/(2) 1/2" I DASHED LINE HILT] HSL M-12/20 ANCHORS I INDICATES FIXTURE � 3"" EMBED. INTO SLAB. 18 �'"jL�, DETAILDESKRBASE 10 2 2 SCALE: 1 1 /2"=1'-0" 2.6 7" SEE PLAN ON SHT A5 REFER TO DETAIL 13-2-2 FOR SIMILAR NOTES & DIMENSIONS VINYL WALL BUMPERS, SUPPLIED TOC4x5.4 STL. 1/4 X5" DECHANNELS STL. BASEELDED PLATTE SECURED TO CONC. FLOOR SLAB W/ (4) 3/4" DIA.X3" LONG ADHESIVE ANCHOR BOLTS-SIM. TO HILT] "HVA" TYPE. (PROVIDE (4) 1/4" STEEL STIFFENER PLATES EQUALLY SPACED BETWEEN THE TWO CHANNELS) CHANNELS TO BE CENTERED ON DOOR & WALL REFER TO DETAIL 15-2-2 FOR SIMILAR NOTES &DIMENSIONS 6" 20 GA. MTL. STUD FRAMING w/ 1/2" GYP. BOARD TO UNDERSIDE OF ROOF DECK 1/2" GYP. BOARD TO UNDERSIDE OF ROOF DECK FACE OF GONDOLA CHANNEL STL. TUBE COLUMN (PAINT EXPOSED BY TRU, INSTALLED BY CONTRACTOR ABOVE. SEE DET. 1-2-1 PORTION TO MATCH STRUCTURE REFER TO DET. 4-2-4 ABOVE) i� CLEAR ANOD. ALUM CLOSURE W/ N _ CONCEALED FASTENERS, FROM —j - - TOP OF WAINSCOT TO TOP OF DOOR. - —�j El € - --t A,1 6" 20 GA. MTL. STUD FRAMING w/ 4.. WAINSCOT PANELS SUPPLIED BY TRU, - - INSTALLED BY CONTRACTOR & 1/2" - \ GYP. BOARD ABOVE WAINSCOT TO 7'-6" A.F.F. PROVIDE 1/2" GYP. 12 C3x5 STL CHANNEL REINF. N BOARD TOP 2 2 EX"FEND FROM FLOOR TO 12 C3x5 STL. CHANNEL w/ TOP OF STOREFRONT. 2 2 7 1/2"x3"x1/4" STL. HARD VINYL CORNER BASE PLATE w/(2) 1/2" GUARD SUPPLIED BY TRU, 3'-7" HIGH WALL TO BE HILT] HSL M-12/20 ANCHORS 6" 20 GA. MTL. STUD FRAMING w/ INSTALLED BY CONTRACTOR. CONSTRUCTED OF: 6" 20 GA. L 3" EMBED. INTO SLAB. WAINSCOT SUPPLIED BY TRU, 16 AILFIXTURE MTL. STUDS 0 16" O.C. w/ ®DOORS & WAINSCOT PANELS SUPPLIED HARD VINYL CORNER GUARD SUPPLIED BY TRU, ATTACH STUD TO CHANNEL INSTALLED BY CONTRACTOR & 1/2" GYP. BOARD ABOVE WAINSCOT TO WALL BY TRU, INSTALLED BY INSTALLED BY CONTRACTOR. w/12-24 HWH TEKS/5 UNDERSIDE OF ROOF STRUCTURE. CONTR. ON EACH SIDE. SCREWS 0 12" O.C. 2 2 SCALE: 1 1 /2"=V-0" D'bt 5 r 1/4' CLEAR TEMP. GLASS SUPPLIED & INSTALLED BY CONTR. 15 PLAIN ® SERVICE VEST, DETAIL GUARD SUPPLIED BY TRU, FIXTURE WALL INSTALLED BY CONTRACTOR. EXPOSED GLASS TO HAVE 5 GROUND EDGE (TYP) 2 2 SCALE: 1 1 /2"=V-0" 2 2 I( 1/2" 7" 1/2" CLEAR ANOD. ALUM. WINDOW FRAME FURNISHED & INSTALLED BY CONTR. ROOF DECK &JOIST (SEE STRUCT. DWGS.) _ __ _ _ _ _ IICLEAR ANODIZED DOOR I I Ld 0 V) Ll 0 0 ct V) w Df > 2 1/2" 20 GA:-3 MTL. STUD BRIDGING 0 48" O.C. ATTACH 2 1/2" 20 GA. MTL. RUNNER TRACKS TO TOP CHORD OF JOISTS w/12-24 HWH TEKS/5 SCREWS 0 24" O.C. 00 I STL. PLATE 0 11'-8 A.F.F (SEE DET. 3--2--1) BOTTOM OF ROOF DECK STL. ROOF JOIST (SEE STRUCT. DWG'S.) 6 5/8"W 20 GA. MTL DEFLECTION TRACK TO FIT OVER GYP. BOARD. ATTACH TO 2 1/2- STUDS w/(2) #14 SHT. MTL. SCREWS PER STUD. 6" 20 GA. MTL RUNNER TRACK ATTACH TO 6" STUDS w/(2) #14 SHT. MTL. SCREWS. DO NOT ATTACH TO DEFLECTION TRACK STL. PLATE 2 1/2" 20 GA. MTL. STUD 0 11'-8 DIAGONAL BRACING 0 48" A.F.F O.C. ATTACH TO STUDS w/ (Sa DET. (3) #14 SHT. MTL SCREWS. �j 3--2-1)- V) 6" 20 GA. MTL STUDS 0 16 O.C. > SUSPENDED A.C.T. CEILING NOTE: CONTRACTOR TO PROVIDE co WATERRESIST. GYP.BOARD IN BREAK ROOM RESTROOMS & JANITOR'S CLOSET 0 1/2' GYP. BOARD Z 0 BOTH SIDES OF STUDS. >- 0 m 6" 20 GA. MTL '0 RUNNER TRACK z ANCHOR -TO SLAB a w/1 /2" "HILTI" 0 HSL M-12/20 ¢ ANCHORS w/3" EMBED. 0 48" O.C. f-REINF. CONC. SLAB 10 14 SECTION 4 1 2 SCALE: 1/2" = 1'-0" o WITH 1/4 SAFETY GLASS. CHANIJELNER SIZEDETO FITOVERI I 1/2" DRYWALL BOTH SIDES c� I 7 (SEE DOOR SCHEDULE) 1 DRYWALL (DO NOT ATTACH OF 6 METAL STUDS U-iuj N TO 2 2 TO ROOF DECK) i i UNDERSIDE OFXROODF DECK) VINYL WALL BUMPERS 3x3x1/4 STL. ANGLE BETWEEN --PAINTED HOLLOW METAL SUPPLIED BY TRU. JOISTS 0 48" O.C. (FIELD I "' CASING FRAME 0 HEAD & CD,: � INSTALLED BY CONTRACTOR WELD IN PLACE) JAMBS EXPOSED GLASS TO CENTER FRAME ON WALL I (TYPICAL) HAVE GROUND EDGE I I I I I I I I w VERT CLEAR ANODIZED ALUM. WAINSCOT PANELS 3/8" DIA. STEEL HANGER GLADC WINDOW FRAME W/ SNAP I I SUPPLIED BY TRU. / OWNEI i� RODS ®48" O.C. MAX. v> IN STOPS. FURNISHED & I I I 8 INSTALLED BY CONTRACTOR THREAD ENDS 6" TO I I � 2' �1 3/8 lo INSTALLED BY THE CONTR. i� RECEIVE NUT &WASHER I ILL CONTT (INSTALL0 TOPOF VERT.CMULLION) ( 2 O rn ®EACH END I 1/2" GYP. BD. � � PLASI ON 6" MTL s ON 3� �.,--- CONTR. TO PROVIDE & FINISH FLOOR LINE I I STUDS 0 16" OC ,�. I IN INSTALL 1/4' 1111 V)CLEAR o) TEMP. SAFETY GLASS. CAULK 0 FRAME PERIMETER (EACH SIDE) PLAS. LAM. SILL SUPPLIED BY TRU, INSTALLED BY o CONTRACTOR a CONTR. TO INSTALL-TRU N a c I SUPPLIED WALL BUMPER, I 3 5/8" MTL. STUD BRACES \ \ ODH I�I 0 48" O.C. SECURED TO e ]� 24%24"x8" DEEP CONC. FTNG. ROOF STRUCTURE (DO NOTco L [p (SEE DETAIL 18-2-2) ATTACH TO ROOF DECK) 10 TI N D00UF2 #3 SECURITY ROOM SIDE (EXTEND FROM w_ BOT OF BULK- HEAD TO > UNDERSIDE OF DECK) X SEE SPEC. TYP.) 5 2 2 » , » SCALE: 1/2" = 1 -0 CONT. CASING BEAD I 1x6 BIRCH TRIM, INSTALL AFTER 1/2" GYP. BOARD FIXTURE INSTALLATION i I (2)-2x4 WOOD BLOCKING i I 2 COATSOF a „ / WAINSCOT PANELS CAPPLY LEAR URETHANE 6 20 GA,- SUPPLIED BY TRU, FINISH o% MTL. STUDS INSTALLED BY CONTRACTOR _ I ®16" O.C. - — Q - M i 00- VINYL COVE BASE BY TRU & _ METAL ROOF DECK " PAINT EXPOSED MTL. STUD RUNNER & 1 1/2" BLK'G M - INSTALLED BY CONTRACTOR ;; COUNTERSINK 1/2 DIA. x 4 1/2" FLATHEAD EXPANSION 1/2" CONC. SLAB (SEE SEE STRUCT. DWGS. FOR STEEL SET WOO MASONRY O.C. 6 1/2" y STRUCT. DWG S.) JOIST &GIRDER TRUSS REQ TS. GROUT CELL SOLID IN A THRU BULKHEAD ® LO I I RUNNER TRACK w12 ! / / 3" X 5' X 1/4" LLV STEEL ANGLE BETWEEN JOISTS Q 9 �N LO SECURITY ROOM HILTI' HSL M-12/20 -� ANCHORS w/3" EMBED. 48" O.C. (FIELD WELD IN PLACE) 2 2 SCALE; NONE 0 48" O.C. PLATES 4x1/4 STL.CONTINUOUS 5,6 � THRU SERVICE 12 SECTION VEST. FIXTURE WALLJL 5 2 2 SCALE: 1/2" = V-0" 6 DETAILWALL THRU P N OLA 1 /2",, 7" 1/2" DRYWALL BOTH SIDES OF 6" METAL STUDS 0 16" O.C. EXTEND TO UNDERSIDE OF ROOF DECK) METAL ROOF DECK (SEE STRUCT. DWGS.) STL. ROOF JOIST (SEE STRUCT. DWGS.) 3"x3"x 1/4" CONT. STL ANGLE WELDED TO BOTTOM CHORD OF JOISTS. PROVIDE 1 1/2" LONG SLOTS 0 16 O.0 TO ATTACH TO STUDS w/ #14 SHT. MTL SCREWS. ---6 5/8"W 20 GA. MTL DEFLECTION TRACK 'TO FIT OVER GYP. BOARD. NOTE: CONTRACTOR TO PROVIDE WATERRESIST. GYP.BOARD IN BREAK ROOM RESTROOMS & JANITOR'S CLOSET _- 6" 20 GA. MTL STUDS 0 16" O.C. i-- SUSPENDED A.C.T. CEILING PROVIDE (2) 6" 20 GA. MTL, STUD HEADERS CASED OPENING BEYOND. �11/2" GYP. BOARD CASED OPENING BEYOND. 1 /2" GYP. BOARD BOTH SIDES OF STUDS. -- 6" 20 GA. MTL RUNNER TRACK ANCHOR TO SLAB w/i/2" "HILTI" HSL M-12/20 ANCHORS w/3" EMBED. 0 48" O.C. 7 - REINF. CONC. SLAB 13 SECTION 4 1 2 SCALE: 1/2 = 1'-0" F5-51/2" T PANELS BY TRU. D BY CONTRACTOR 7'-3 3/4" TO 7" INT. MASONRY 7" WALL 0 o I I ' 20 FURNISHED BY OWNER, I, - INSTALLED BY CONTR. If -*--PAINTED HOLLOW METAL 2 2 WINDOW FRAME W/1/4" PAINTED HOLLOW MTL. ONE-WAY VISION SAFETY CASING FRAME CLA- MTL. STOPS REW DOWN 0 N - HARD VINYL CORNER FT�� 1 ° 24 GUARDS SUPPLIED BY TRU. INSTALLED BY CONTR. 8" o VINYL WALL BUMPERS F WINDOW ' WUPPLIED BY TRU. OP OF NL INSTALLED BY CONTR. JAMB ANCHORS (3 PER JAMB)(TYP.) rn - PAINTED HOLLOW METAL DOOR - & FRAME (CAULK 0 FRAME PERIMETER ON EACH SIDE) LINE INDICATES -FIXTURE -/DASHED SUPPLIED BY TRU INSTALLED BY CONTRACTOR 4 I BULKHEAD ABOVE (SEE 2 2 DETAIL 9--2-2) 03E TIONWINDOWTHRU SCALE: NONE / 20'-4 3/4" TO INT. FACE _ \ OF MASONRY WALL 3„ 69" PROVIDE 2"x2"x1/8' ANGLE DIAGONAL BRACING CAP ATTACHED W/ ANGLE 2 2 SCALE: NONE CHORD O.C. WELD TO TOP E R HOLLOW METAL DOOR FRAME CHORD OF ROOF JOIST (REFER TO DOOR SCHEDULE C6X10.5 GONDOLA CHANNEL 4 1/ CLIPS & COUNTERSUNK 1/4" THICK WASHER PLATE 1,4,5 FOR DOOR TYPE) SUSPENDED FROM JOISTS FASTENERS BY CONTRACTOR Vj CD HOLLOW METAL WINDOW W/3/8 " DIA. HANGER RODS. CLEAR ANOD. ALUM. WINDOW 3/8" DIA STL. HANGER RODS FRAME W/ 1/4" ONE-WAY (CHANNEL 0 11'-8" A.F.F. - — FRAME SNAP IN STOPS. u' O VISION SAFETY CLASS SET 0 6'-0" O.C. MAX. THREAD I m FURNISHED &INSTALLED ENDS 6" TO RECEIVE DOUBLE IN GLAZING MAT'L & SCREW CLIP ANGLE WELDED TO BY CONTRACTOR < NUT AND WASHER 0 EA. END DOWN METAL STOPS. (VISION CHANNEL &MECHANICALLY `2 17 1/4" CLEAR TEMP. GLASS "' TO BE OBSCURED FROM FASTENED TO WTL STUDS. 2 2FUR HED INST D CO � CPU SIDE) RY W ACC ON C ID PLAS. LAM. SILL SUPPLIED - SALES PRE -SALES PROVIDE 2"x2"x1/8" ANGLE CAULK FRAME 0 1 OF 6" MTL STUDS ® 16" O.C. BY TRU. INSTALLED BY DIAGONAL BRACING 0 PERIMETER ON EA (EXTEND FROM FLOOR TO 8'-0" O.C. WELD TO TOP JAMB ANCHORS OF JOISTS. N CONTRACTOR CHORD OF ROOF JOIST SI P ) CONTR. TO INSTALL-TRU SUPPLIED / SIM 1 JAMB ANCHORS a I WALL BUMPER, SEE SPEC. (OMIT 0 / (3 PER JAMB) N (3 PER JAMB) j SERVICE DESK) / C6X10.5 CHANNEL TO SPAN FROM LO n WALL BLOCKING TO BRACING MEMBER N I 18 NOTE: u HANGING FROM STEEL MEMBERS INSTALL OPEN SIDE OF WALL i ¢ ABOVE W/STL. RODS. FILL 23 FIXTURE TO FACE VESTIBULE. 1. III' if IN W/ STL. PLATE TO PROVIDE WAINSCOT PANELS A CONTINUOUS WELDING FACE a h 7 SUPPLIED BY TRU. - - " INSTALLED BY CONTRACTOR 4 1/2" (TYPICAL) 6 20 CA I, I VINYL COVE BASE BY TRU & 11 1 AINSCOT PANES`- MTL. STUDS il' it INSTALLED BY CONTRACTOR 7/16 x 2"L. SLOT IN CHANNEL T USED III2 U2 PPLIED BY TRU. 1 " STALLED BY CONTR. ® 16" O.C. ®EA. SAG ROD. (TYP.) - 2 11 SCALE: NONE IS (TYP 2 2 1 ANCHOR 6" 20 GA. �ATL. CONC. SLAB I RUNNER TRACK w/1/2" 20'-4 MASONRYTWALL 0 COL. O INTERIOR FACE LINE 1 4'-2" 4" I'-8 1 4" 2'-5 1 4" (SEE STRUCT. "HILTI" HSL M-12/20 (34'-0 1/4" TO INTERIOR FACE 3 1/4" R.O. 1 1 R.O. - DWG.) I ANCHORS w/3" EMBED. 0 48" O.C. OF MASONRY WALL @ COL. LINE E) 1 SECURITY 7" 8 _ 1/2 "�" FINISH FLOOR NE INO T U S E D ROOM —'� 5 e I FIXTURE WALL 4 fHRU STEEL 3 1/0074�PLANOFCUSTOfv1ER ETAI DETAIL PICK—UP PARTITION GONDOLA CHANNEL -- 2 SCALE: NONE 0 2 2 SCALE: NONE v SCURITY 7 PLAN DETAIL WALLEPARTITION IL 5 2 SCALE: NONE ROOF DECK & JOIST -SEE STRUCTURAL DRAWINGS TOP RUNNER DEFLECTION ( -� 3/8" HANGER RODS CHANNEL SIZED TO FIT OVER DRYWALL • SPACING 3x3x1/4 STL. ANGLE BETWEEN JOISTS 0 48" O.C. 4 J (FIELD WELD IN PLACE) 2 2 z 1 T MECH. FASTEN STUDS TO �I ANGLES 0 PROVIDE MTL. STUD BLK'G w 0 BETWEEN EACH STUD - 0 HARD VINYL 0 CORNER GUARDS 0 SUPPLIED BY TRU. -1 CONT. CASING BEAD -) u- 0 INSTALLED BY CONTR. ``' " CONTINUOUS 4 x1/4" STL. I I o 0 w I PLATE, SECURE TO 2x4 WD. 0 C SOLID WD BLK'G BLOCKING W/ 1/2" DIA. I > ~ TO STRUCTUR FLATH AD WD. SCREWS I I w w ABOVE -� (COUNTERSINK) 0 48" O.C. Z, Of Q SECURITY ROOM SIDE _ `) 1/2" DRYWALL ON EACH SIDE I z s 0 I Lid OF 6" MTL. STUDS 0 16" O.C. T _ (REFER TO DWG'S. Cl & G2 I 0 AND ROOM SCHEDULE FOR I FINIS 111p, t r VINYL WALL BUMPERS VINYL WALL BUMPERS SUPPLIED CO SUPPLIED BY TRU. INSTALLED BY CONTR. BY TRU. INSTALLED BY CONTR, c� WAINSCOT PANELS - '`� SUPPLIED BY TRU. o INSTALLED BY CONTR. � (V VINYL C VE BASE 1=fiJ SECURITY 1 0 WALL PARTITION 2 2 SCALE: NONE 1,5,6 r ' Revisions ';�'��`��••-`�$;=F+«$aft?,;Rfsz.�'?m�.�-�ii"�47rY'aid+��s'��.n,"��'ia�.,�t��`,iri�T�^ �} p " t; w . • �'� �- --- 27'-7 5/8" 145'-10" OVERALL 97'-2 3/I 1 1,6I 2 3 ------ -- 46-6 3/8 - - - - 1'-2 5/8" 10 5/8" -- 2/'--7 5/8" - - 18',10 3/4" -- (6) T @ I " 5'-6"��- 5'-0" SEE STRUCT. M'S. 7 5/8" 3" (7) R C6" f 3'-6' CONC. ST IR ----- Fti`i STAIR RETAILS -- 65'-0" -- -- - (VERIFY) REFER TO - _ 20'-6" i 10'-O" STRUCT: 6'� SQ. ROOF LEADER W/ GUARD - - -- - ---1-4- N0 D�JCS (TYP.) .(SEE DETAIL ON SHEET Al I) -9" 4' 3" - -1._ 0 -0„ 1 :� "-- •_=_ -- 4" DIA. BOLLARD.. (REFER . 00- a TO DETAIL ON SHEET C3) STANDBY GENERATOR- (TYPICAL) o 46'-6 3/8" 6'-8" 7 5/8" - 4„ DIA. BOLLARDS (TYP.) o - ------ - / --• �/'�o,�, _v °_ IIII _�,__. Ir_ 4" PAINTED TRAFFICCONTR. TO COORDINATE W1 ,POWER�t LOCAL UTILITY COMPANY. (P)=12 6 i - o�. SEE SITE PLAN ELECT. TRANSFORMER (VERIFY SIZE MASONRY WALLS DOCK SHELTERL- J;-EXTEND INTERIOR ---DOCK BUMPER STRIPE (YELLOW) ° CONCRETE PAVINGTAlI. ON SHT. C3)(SEE DE(TYP.) ELECT. &UTILITY DfGB.) TO UNDERSIDE OF CONSTRUCTION JOINTI (SEE SPEC.) - ' TRASH COMPACTOR (N.I.C.) I ROOF JOISTS f - U _ _ L`; _� 17 11 5/8"� OUTLINE OF In CONC. SLAB _ ,� } SEE STRUCT. DWGS. 1 ���` 3 � CA RECEIVING I - (ABOVE ---- — THIS EDGE OF CONC. SLAB T 9 ____1 r _ -- — -I r 111 BE FLUSH W FINISH GRADE „ / 4 DIA. BOLLARD. (REFER 1/2" EXPANSION JOINT I I I I I I Ll_J I 1 1/2" EXP. JT. TO DE- AIL ON SHEET C3) BETWEEN BUILDING & SLAB- I-- - �--- ..� -J,v-- ---r- \,---�--- -----�--- �__ r (TYPICAL) no — — ui S-4" 4'-0" y i—. �__� .-- -- — --��- n - — 4, 21� y —• ¢ �_.__-._- ..+ate-r-.+wwrr.��ra.--'-...s"_-+_,..-_._. ` ��J I 4" DIA. BOLLARD (TYP) 18 6" SQ. ROOF LEADER I �6" SQ. ROOF LEADER W/ GUARD `, '- 6" SQ. ROOF LEADER W/ GUARD (SEE DET. ON SHEEr C3) (TYP.) (SEE DETAIL ON SHEET Ail) (TYP.) (SEE. DETAIL ON SHEET All)- 6" SQ. ROOF LEADER W/ GUARD (TYP.) (SEE DETAIL ON SHEET All) EN -LARGE" F-,-%ECE1wv`1gNA(djx_'Qk AREA P"LAN . ,IF.'L�'tOiY.YR':YJfSb: LtSz.+4[irs'.NM C' LLf11'Y'i'd `"-^-v... a.,.�rtyy{CYySIJStlii•BG_ "-'r^^..:.:.i"�YLYIKYs:; L•^i•_^_.�r'--..�.,..: 9tGCKCIG] ,( y} SCALE: 1 /8,. .i �_o" 1.6 2 5 2 I'-2 5/8" OL PRE -FINISHED 3"- 11 5/8" CENTERLINE OF -- —`-- I METAL COPING 1- .�s - -- — OVERHEAD DOOR ���! f� a �'' _—_------- --- ---- RECEIVING WATERPROOF MEMBRANE �� -`'- -PRE-FINISHED BUILT --UP ROOF & I - RIGID INSUL. (SEE SPEC.) i 5� METAL COPING Vl SIM.' TO � 0 22 I ` - TOP OF STEEL __--- ----- - - (ELEV. VARIES) FLR. LINE Ole METAL DECK & JOIST - ---PREFINISHED COUNTER FLASHING (REFER TO STRUCT. DWG'S.) TO MATCH HOOD (BY CON-CRACTOR) -- - - -----------� "' '-""" - - ----- -- s -6 - -1 -0 12" SMOOTH -FACE CONC. I 1 -6" 18 GA. GALV. STEEL METAL BLOCK W/ KORFIL' INSUL. ---- HOOD 10'-0" LONG. PROVIDED INSERTS (FROM ll'-4" A.F.F. - _ BY "TRU"-INSTALIED BY CONTR. TO TOP OF MASONRY & V11 (5) SUPPORTS EA. SUPPORT HORIZ. REINF. 0 16" U.C.) TO HAVE (2.. 1 172" DIA, SELF- (SEE EXTERIOR ELEVATIONS / -, -� -- SEALING FASTENERS. FOR BLOCK 1 ePE & COLOR & STRUCTURAL DWG'S. FOR REINF. REQUIREMENTS) INSULATED STEEL ROLL --UP DOOR & TRACK W/ GAL V, FINISH & WINDOW (NIC)--- STEEL JAMB PAINT TO MATCH W LL) PROVIDE 1/4" PER 12" PITCH ® DOORS -- 006 MIT_. PLAST VAPOR BARRIER REFER TO STRU( DRAWINGS FOR CONFIGURATION CONC. PROJECT0 n d- cv O_ tom: --DOCK DOOR SEAL SUPPLIED 1 BY "'TRU"-INSTALLED BY CONTRACTOR (FIXED HEAD) '---REFER TO STRUCTURAL o DWG'S. FOR LINTEL. 0 i PAINT TO MATCH WALL) Z O W O O 2 O W U �- w U Q7 O 2 O ' A, w VJi Q G Q o � x rn Li _ e Q L --CONT 4"X3"X1 /4" (LLV) Uj STL. ANGLE W/ ANCHORS 0 12 O.C. Q, /---CUNT. 5"X3 1/2"Xl/4" (LLH) STL. ANGLE BETWEEN RUBBER . PART OF BUMPERS. (PAINT YELLOW) FINISH FLOOR UNE DOCK BUMPERS SUPPLIED BY iRU' --INSTALLED BY CONTRACTOR I C11 -1/2" EXP. JOINT FAAT'L. LOPE--- 0 '�L�v�.u._�r.ur—a—w_, w.f•srvsvr..e.� <' .•wr.r• 2 W f-A L�E�� Dc�c GO JAI 3 3 I SCALE: 1 /2" -- 1'--U"'^—� I - --- - -- -- - - -- --_.� _METAL HOOD & -- - -- FLASHING (SEE DETAIL 2•-3•-3) - - - _-_ --- - -- =-_- - - -- - INSULATED STEEL --- ----_ __ OVERHEAD (NIC) DOCK DOOR NOT --------- _---- SHOWN FOR --_ __-- -- .- CLARITY SAKE. -� -- _ - --_ - --- DOCK DOOR SEAL W/ -_----- --- _ ---_-'--- INDIVIDUAL STEEL DOCK DOOR -_.. - ----- -- -- - MOUNTING ANGLES SEAL SHOWN PROVIDED BY TRU & DASHED. INSTALLED BY CONTR. BLOCKING FOR DOOR f -- -- -- -- SEALS FURNISHED & --- - - ---- -- INSTALLED BY CONTR. EDGE OF DOCK SEAL -- -------- --- TO LINE UP WITH DOCK BUMPERS.---- CONT. 5"X;3 1 /2"X1 /4" I 5x3 l /2"xl /4"(LLH) - -- - (LLV) STEEL ANGLE PAINT YELLOW BETWEEN DUCK BUMPERS U7 4x3x1 /4" (LLV) - -_ ---- - _ - STEEL ANGLE W/ -CONT. 4"X3"Xl/4" (LLV) ANCHORS. --- -- - - STEEL ANGLE WITH (PAINT YELLOW) ANCHORS (PAINT YELLOW) - N• _f_____ --DOCK BUMPER SUPPLIED j- BY "TRU"-INSTALLED BY n CONTR. (SECURE TO CONOJr ----- - 3 -$ S3 FOUNMAUDA TION WALL R RECOMMEND.) TO BUMPER -- - ---- �-6" WALL PROJECTION ..�_____--_•�_-GONG. DOCK SLAB _ (SEE STRUCT. DWG'S.) SECTION 7H€�U kE:G SCALE: 1 /8- =V--O- LINE OF ANGLE DOCK BUMPER FRAME SGPAF\ "TIAL ELE`OF LOADING �" ��` A ® DOCK DOORS � � ��a �� 3 SCALE: 1 /2" = 1' — O" .R My r 3 3 . SCALE: 3/4" = 1, _ D» SEALANT(TYP.) ALL SIDES C8xll.5 CHANNEL FRAME (4 SIDES)-- H.M. DOOR & FRAME (PAINT P&L #2242 GETTYSBURG)- . PROVIDE MASONRY ANCHORS 0 JAMBS ONLY --- a I� L r L 0 0 0 U 51 _ 10 5/8" 3"17 7 5/8" ►I CONCRETE SLAB. SEE STRUCTURAL DRAWINGS EIVING AREA Z S. CONC. BLOCK . _ (REFER TO STRUCT. r DWG'S. FOR VERT. WALL REINFORCING). 1/2" EXPANSION JOIPIT MATERIAL (TYPICAL) """TION THRU TRASH COMPACTOR DOOR .s...,o 3 SCALE: 1 /2" = 1'--O" 1 1 /2 — 3'-0" - "1 1 /2" PAINT DOOR & FRAFAE P&L 2242 "GETTYSBURG"--�f C8xll.5 CHANNEL FRAME (4 SIDES) LOCATE HARDWARE WITHIN LOWER THIRD OF DOOR PANEL. - DOOR PULL AS PER HARDWARE SCHEDULE 18 1 CONTROL FURNISHED n BY "HOPPER" MFGR.-------- �"-' LLJJ ELECT. TO SUPPLY (2) 1" WALL SLEEVES W'/ CONDUIT AS REQUIRED FOR ELECT. CONNECTION TO COMPACTOR - •I � NOTE: COMPLETE COMPACTOR ELECTRICAL HOOK-UP BY ELC. (SEE. ELEC. DWIGS.) SCALE: 1 /2" = 1'--0" ry •fro'1'tv:i--ri,t_ A.. �_«Y,,.�... 'r;� ,t': 't?LIiSa.*."r�i'eiR1' :aSYv., :: �.1�/`�s ��-F.S,`i?`}i f x• ". r p�j7 d S; K. 3 Description t� �FLOOR PLAN DETAILSEXTERIOR u • IIINS WALL ' s `Es S SECTIONS ' `TAILS SITE PLAN 1{ }, t _ C " BID DATE: F ' j A„ NAME: •.OPROJECT , 894219 Af {•, DRAWN BY: , • CHECKED r RRS 3 PROTOTYPE • • •D• ; 10877 WATSON A! • • PROJECT► . w z� F ; f0 hrJ. ar • ,r � va ` y RALPH 8 t. National 4' _ J, " ,�•?i�'� '#� 3, ;3c� f :?�,jt yr, � Y� a • S; a S j Office • From • • Paramus, NJ • • ,52 GEOFFREY 7� • r LJS. The information• • s not be. used nor the Drawings R-• •• withoutpermission of Mgt ------------- • RDo SANFU 7' s� ?j % Drawing Title TRUCK DOCK 2, & DETAILS PLtAiN 01 .i �:w <.;,.� ,�.:�J ��� . _ ..•.,> �:...:+cam-.".�. rr • :act, a : ....s,.. .a.: - v y ,:.+ r:: ,.s .•..rs .....f< . ... :i:: • x t r . NOTED Sheet • r: 4.++',i)i.'Aet:? ?!�§:r."'..�x..�lr �>i• rvi..+a3,e«fr !.",t. �.-i %f..il: .�� ,t:sF.�?� .. .,`�r.� 1 -3 1/4" 1'-0 3/4" 4'-0" _l 2'-0" o I 00 Ln I � M � I 1 • I � N i 1 e. • SEE - - .� DETAIL 2 4 4 6" 3'-0" CERAMIC TILE 12 [� 4'-0" '-0' BELOW. 2'-0° 12 12 CD � I N O ( r a f7 V 3-0 3URINAL W.C. 3 3'-0" 1 18" ADJUSTABLE 4 4 4 4 SHELVES F A B END PANEL M44 END PANEL (7D E (SEE DETAIL 1-4-4) 4 4 4 4 4 4 4 4 COAT RACKS q (SEE DETAIL 5-4-4) LOCKERS BY TOYS "R" US EQUAL EQUAL I I I 1 I 1 i I 1 I I 1 I I � 07 CLOCK OUTLET i' ® 7'-0" A.F.F. 5 - 44 � VENDING MACHINEST(N.I.C.) I 1 13 O � 4' VINYL BASE 4" VINYL BASE-----�, 4" VINYL BASE 12" SHELVES & COAT RACK 4 VINYL BASE SINK & VANITY, BY H J K ZSINK & VANITY, BY TE: CONTRACTOR. CONTRACTOR. NOREFER REFER TO MOUNT SIGNS To nEr 4 4 4 4 4 4 4 4 DIrT a 6ON WLL 0" A.F.F.INTERIOR ELEVATIONS 6" (TYP.) 1 SCALE: 1 /4"=1'-0" LIST OF ACCESSORIES NO QUAN I DESCRIPTION MANUFACTURER CATALOG NO COLOR TG. HT []1 3 TOWEL DISPENSER T. BY CONTRACTOR 40" Q 1 MIRROR 1 - 61"x43" * (W) TAINLESS STEEL 40" M 1 MIRROR - 30"x43" * (M) STAINLESS STEEL 40" 04 4 TOILET TISSUE DISPENSER SUP ED TRU INSTAL BY C TRACTOR 19" a 3 WASTE RECEPTACLE SUPPLIED BY TRU INSTALLED BY CONTRACTOR > - © 1 FEM. NAPKIN DISPOSAL BOBRICK I B-354 STAINLESS STEEL 19" ❑7 1 FEM. NAPKIN VENDOR SUPPLIED BY TRU INSTALLED BY CONTRACTOR 40" ® 4 GRAB BAR BOBRICK I B-550 STAINLESS STEEL 33" M9 1 URINAL SCREEN SUPPLIED BY TRU INSTALLED BY CONTR. (24" MAX. WIDTH) - 10 4 TOILET COMPARTMENT SUPPLIED BY TRU INSTALLED BY CONTRACTOR - 11 3 SOAP DISPENSER A&J ACCESSO. U128A STAINLESS STEEL - 12 2 DIAPER DECK SUPPLIED BY TRU INSTALLED BY CONTRACTOR 32" 13 1 UTILITY SHELF/MOP & BROOM HOLDER BOBRICK B-224 x 42 STAINLESS STEEL 60" RAISED GENDER L 1 1 MO Drawin SYMBOLS (TYP.) Al FLOC N & DETAILS GENERAL NOTES `mow A2 FLOOR PLAN DETAILS RAISED DISABLED HOT WATER HTR. 1. PAINT ALL INTERIOR DOORS &FRAMES IN OFFICE 3. PAINT ALL WALLS IN BREAK ROOM, TRAINING ROOM, 6. ALL TOILET ROOM ACCESSORIES TO BE INSTALLED 9. PROVIDE SANITARY SEALANT AT FLOOR, WALL, i SYMBOLS (TYP.) & SHELF. (SEE AREA (ALL SURFACES) P&L #1229 YALE BLUE, HALL, AND JANITOR'S CLOSET SEMI -GLOSS. PER DISABLED REQIREMENTS & MOUNTING HEIGHTS. AND MOP SINK PERIMETER JOINTS IN JANITOR'S r HWH SHELF MTG. OTE. INCLUDING JAMBS. (EXCEPT WOOD SLIDING CLOSET. A7 SCHEDULES &DETAILS DETAIL ON DWG. P2) PROVIDE (2) 16 GA. CLOSET DOORS.) 4. CONTRACTOR TO PROVIDE ALL SIGNS, DECALS, 7• ALL MIRROR DIMENSIONS ARE TO BE OUT-70-OUT. P1 PLUMBING PLAN RAISED GENDER f - -1 MTL. STUDS (NESTED) NOTES SYMBOLS, ETC. REQUIRED FOR ACCESSIBILITY 10. SOAP DISPENSER NOZZLES ARE TO BE LOCATED --- --- TEXT (TYP.) 12" SHELF BEHIND EACH COUNTERTOP AND BACKSPLASH 2. PROVIDE SOLID WOOD BLOCKING IN GYP. BOARD AS DESIGNATED BY LOCAL CODES & AUTHORITIES. 8. WALL BUMPERS AND CORNER GUARDS ARE SUPPLIED TO DISPENSE INTO THE SINK. E2 ELECTRICAL POWER PLAN MEN WOMEN 1 DETAIL 1-4-4 (SIM) WATER HEATER 79"L x 30"W x 1/2"T PARTITIONS WHERE TOILET COMPARTMENTS, GRAB BY TOYS "R" US, AND INSTALLED BY CONTRACTOR. RAISED BRAILLE - i SHELF BRACKET. l NEVAMAR FOUNTAINHEAD BARS, DIAPER DECKS, AND VANITIES ARE TO BE 5. REFER TO ELECTRICAL DRAWINGS FOR TELEPHONE GENDER TEXT o ANCHOR STUDS I TO FLOOR & FM-7-5 MYSTIC WHITE. MOUNTED. LOCATIONS. (TYP.) o PROVIDE 1/8" RADIUS ON 4 3 ROOF STRUCTURE ALL EDGES. DISABLED TOILET ROOM SIGNSo „ •� ABOVE. 32'-4" - BASE CABINET: 78 L x 29 W x 0 35 1/2"H. CONSTRUCTED 7" _ 21'-4 3/8" 4 /8" 10'-0" SCALE: NONE 1 _ CERAMIC TILE OF 3/4" HIGH DENSITY PARTICLE In WAINSCOT, BOTH BOARD WITH PLASTIC LAMINATE 1 l N - SIDES OF SINK (TO MATCH COUNTERTOP) ON R 3" 4 ALL EXPOSED SURFACES AND 12" SHELVES & COAT RACK 1/2" GYPSUM BOARD (TYP.) BACKER SHEET ON ALL CONCEALED (SEE DETAIL 5-4-4) FLOOR MOUNTED METAL STUDS MOP SINK SURFACES. PROVIDE (1) FIXED AR DOOR STOP L REF. PLUMBING / \ SHELF. - FOR SPECS. & SPIGOT _ - _ _ _ _ __ _ TOP OF WALL BUMPER �, ¢ III— HARDWARE: HINGES-STANLEY #1588 E 1 VIDEO �r 4 tl 1 I (2 PER DOOR), P LLS STANLEY �./ LOCKERS BY I- - INSTALL AS PER #4483-AL (1 PER DOOR), MAGNETIC XTURE "BY"'I, TOYS "R" US CABINET MFR'S SPEC. CATCH-STANLEY #SP46-AL (1 PER PRESALES AREA _ _ TOYS R US �p7 DOOR). -I (- -I WALL BUMPER - 1 110 r I I I I I- - L- �I REFER TO PLUMBING DRAWINGS 1 U I I I 1 NMI FOR FIXTURES AND PIPING ALL VINYL BUMPERS tic 1 4" 2) DRS. ® 1'-2" 4" INFORMATION. INSULATE ALL a J 1 ANGLES TO BE BLUE. - EXPOSED PIPING BELOW COUNTERTOP. 0 1 1 1 TRAINING ALL BUMPERS SUPPLIED BY _ 3'-0" _ S-0" BRL EAK ► I I I I I BID DATE: ?�2l/s5 TRU-INSTALLED BY CONTRACTOR 6'-0" PROVIDE ALL SHOP DRAWINGS TO QOlyl G H 1 ROOM 1 F 1 CARD NAME: 219A04-1 PROJECT NO.: 894219 TO FIT. DO NOT STREBUMPERS SHALL BE JTCH. 12" WIDE 18" ® ARCHITECT FOR APPROVAL PRIOR FIXTURE BY 1 105 1 1 "' CLOSET #1(04) INT. TO -FABRICATION. TOYS "R" US I03 1 K 1 I �� I 1 ; DRAWN BY: _DJR CHECKED BY: RRS GRADE PLYWOOD N VANIT �� I I I 1 2" DRYWALL EA. ' PROTOTYPE DESIGNATION: 199430K REV. 0.94 A HARDWOOD EDGE/ 7 SI K AND � � CONTRACTOR TO INSTALL `1�' 1 I I SIDE OF STUDS TO v WATER RESISTANT GYP. REF. STRIP. SHELF TO „ , „ � I I I 8" ABOVE CLG., WAINSCOT PANEL SUPPLIED BY RECEIVE A CLEAR 4 4 SCALE: 1 /2 = 1 —0 PARTITION- NQTES, BOARD THROUGHOUT DI I I I BRACE TO STRUCT °® TRU, &INSTALLED BY CONTR. - URETHANE FINISH " BREAKROOM, RESTROOMS, I I ( ABOVE. (PAINT WA w COUNTERSUNK ANCHORS TOP, - 1. 7 PARTITIONS ARE L _ _ .J L _ _ J Q BOTTOM & MID -HEIGHT 0 16" O.C. _ BY CONTRACTOR R CONSTRUCTED OF 6" &JANITORS CLOSET. 1 I L — — J 8„ P&L SPANISH BLUE) INTO STUDS. ANCHORS TO BE - 2x4 WOOD BLOCKING 20 GA. MTL. STUDS SINK & VANITY BY I 8 C�Ca�C�O � CONCEALED BY BUMPERS AND = ®SUPPORT BRACKETS " ® 16" O.C. w/l/2" CONTRACTOR. 3 8 R.O. 4'-0" 8" 4'-0" CLOSET SEE DETAIL 5-4-4 10 7 IS, M0 ROAD _ BD. TYP. BOTH SIDES GYP. BOARD ON BOTH 1MkLm L - � 10877 WATSON ROAD 2v COVE BASE. ATTACH TO STUDS l/2 ATER-RESISTANT TO DET ( ) � 1O4 `o 3127 (TYPICAL) SIDES OF STUDS. 7_,�4 OS 09 EXTEND FROM FLOOR o TO UNDERSIDE OF ROOF �—VENDING — — PROJECT MANAGERS rn N 1" DIA. NICKEL DISABLED TOILET ROOM SIGN PLATED STEEL DECK. MOUNTED ON WALL 1 I MACHINES a TUBING SCREWED 1/4' CERAMIC 1 TILE TYP. 2. 4 5 8' PARTITIONS r` _ � ®60" A.F.F. (TYP.) A13'JC 1 MTL. STUD & GYP. 13 00 _ _ ( . rn _ TO BRACKET ( / - SEE DETAIL 1-4- 4 ��� c c� 9-3/8" SEE SPEC.) ARE CONSTRUCTED OF: 4; - BOARD PARTITION (� qq - 3 5/8" 20 GA. MTL. , - �, d ��c) If POLE &SHELF SUPPORT ' TELEPHONE 1fl `' 5 WOMEN S i STUDS ®16" O.C. BRACKET BY CONTR. w/1/2" GYP. BOARD (SEE ELECT. DWG'S.) I RES I -ROOM 1 `, _ STAGGER 3 5 8" ON EACH SIDE OF k 1 7 E 12 ®2'-8 O.C. TYP. / BI-LEVEL ELECTRIC o = STANLEY #7046 OR 20 GA. MTL. STUDS. EXTEND FROM WATER COOLER / :, 10 MAR E 1 O8 J o APPROVED EQUAL STUDS 0 16" O.C. FLOOR TO 6" ABOVE HALL T SHOLD 5'-0" > L PROFESSIONAL COVE BASE SUPPLIED NOTE: ®MASONRY WALLS FINISH CEILING., HANDICAPPED J '� 8 co OF RECORD: BY TRU-INSTALLED = ANCHOR SUPPORT W/ ANCHOR SUPPORT W/ n 48" HIGH CORNER GUARD 106 TURNAROUND 10 1p RALPH R. THAW rl BY CONTRACTOR — FLATHEAD WOOD EXPANSION MOLLY 1 3. INSTALL WATER RESISTANT TYP. (4) LOCATIONS ^ _ o y� SCREWS (TYPICAL). BOLT (TYPICAL). GYP. BOARD IN RESTROOMS, (REFER TO SPEC.) (- - _ \ 11 8 B .- � 6 '"'1"1 4 0O 314-821•-1100 4 JANITOR'S CLOSET, AND 1 2 _ FINISH FLOOR T WALL BEHIND WATER COOLERS. STEEL CAGED LADDER I t_1 JANITOR W' �s.C.6 D IL R (� DIETAIL 3-4-1(�) �a- .MA— LOSET 4 ° ° °SIB ELF DETAIL "," NOTE:_ 4 0 4 0 _ 5 4 4 SCALE: 3/4 =1 —0 PROVIDE (2) 16 GA. MTL 'TO leyftl 01i US WALL MTD 1 FLOOR SINK 4 4 SCALE: 3 8" = 1'-0" STUDS (NESTED) ® 16" 1 NOTE: 7" o o DOOR P D 4 0 t- B s ' DETAIL / O.C. IN WALL DIRECTLY �, a 11 ' 4 V BEHIND WATER COOLER & WAINSCOT SUPPLIED BY TRU NEVAMAR FOUNTAINHEAD FM-7-5 INSTALLED BY CONTRACTOR L ( ° ° ° s g C. CFAs GiYVAJ; National Office 1 TELEPHONE. ANCHOR 1 IN HALL. TYP. oo, W (SEE DETAIL 6-4-4) 461 From Road MYSTIC WHITE MATRIX 1/2 THICK" STUDS TO FLOOR & (TYP.) _ • _ 5,6,9 4 4 SCALE: NONE SPLASH TOP FRONT. PROVIDE 1/8 STRUCTURE ABOVE. i- 9 10 $ Paramus, NJ 07652 1 RADIUS ON ALL EDGES. 11 11 `� 4 DISABLED TOILET ROOM SIGN • 3 1oo (201) 599-7800 CEILING —� SOAP DISPENSER 2 -0 MOUNTED ON WALL 4 2 DOOR STO 1 5'-0" DI6�, F 0\ M - ®60' A.F.F. (TYP.) ^ 1?� 12 HA61DIC-APPED GEOFFREY 8 1 o o CONT. 2x4 LAG AI ELEC. HWH TURNAROUND 10 �B m INTERIOR GRADE PLYWOOD I TO WALL STUDS "A" 6" VINYL WALL ABOVE (SEE MEWS E This drawing is the Exclusive Property of W/HARDWOOD EDGE STRIP BUMPER (TYP.) PLUMB. DWr,. 1 A R „ 12" DEEP SHELVING IN (1) CONT. 2x6 BLOCKING 1 WHERE SHOWN RESTR M TOYS 51 US. The information shown may o " UNDER COUNTER CONT. 2x4 4 1 2" R M RBLE (� I "r JANITORS CLOSET, 18 (SEE DETAIL 4-4-4) RESHOL , -' 10 not be used nor the Drawings Reproduced DEEP IN TRAINING ROOM MTL. STUD &GYP. _ _ - -_ ' - - without permission of TOYS "59" US. CLOSET (ALL BY CONTR.) BOARD PARTITION (2) LAYERS 1/2° NEVAMAR 2x4 0 16" O.C. (ALSO PROVIDE 2 UPPER FOUNTAINHEAD FM-7-5 SHELVES IN JANITORS AMERICAN OLEAN MYSTIC WHITE MATRIX M CLOSET PROVIDE SHELVES CONTINUOUS AROUND CENTER & END SUPPORT IN WOMENS ROOM & END CLOSET) GONDOLA CHANNEL �, Location`r 2x4 WOOD BLOCKING PERIMETER OF RESTROOM 1� .10 W/ CLEAR URETHANE o; o FINISH �� ® SUPPORT BRACKETS DAYINGRAY (10) SUPPORT IN MENS ROOM. �, (SEE SIM. DETAIL 2-4-1) VINYL CORNER 1 SANFORD, ATTACH TO STUDS NOTE: L 1 GUARDS 2�Lo ( ) d " N GONDOLA CHANNEL TO6'-0" SLOTTED "-' TYPICAL 1. ALL OTHER WALL TILE TO BE A" "AMERICAN OLEAN" 4 1 4"x 4 1 4" co (2) CONT. 2x4 BLOCKING ALIGN W/ FACE OF STL. 1 STANCHIONS 0 �, UNDER COUNTER (TYP) R 0 2'-0" O.C. #95 SNOWMIST (MATTE) W/ WHITE GROUT LY PLATE 5'-2" 1= 2'N'S� DrawingTitle COLOR: FACTORY FACE OF STL. PLATE MEWS MEWS 0- FINISHED WHITE 2. FLOORS TO BE "AMERICAN OLEAN" ���__ (ANCHOR W/ FLATHEAD 2"x2" FLOOR - DAWNGRAY (10) ' ' (SEE DETAIL 3-4-1) _ 1 OME (-3' -0" 1" 5-8 _�- NOTE: ®MASONRY WALLS SFCTION A —A WOMEN'S TYENLARGED WOOD SCREWS) ANCHOR SUPPORT W/ PROVIDE GREY GROUT FOR FLOOR "FILES. EXPANSION MOLLY SALES AREA -�" 4 5/8" 5'-6 3/8" 4 5 8" lfi'-7" TOILET BOLT TYPICAL). 3. USE THIN SET MORTAR AT DRYWALL SCALE: N.T.S. FIN. FLOOR I. ( PARTITIONS ONLY. STANDARD BED P R 1O1 AT CONCRETE BLOCK WALLS. 1 -5 3/," 2'-0" 2'-2" 3'-10" 22'-10 5/8" 3" 7 5/8" Scale Date 1 COUNTER TOP AS NOTED 2/21 /95 1 Oft2 SIDLE DETAIL TILE DETAIL 3ENLARGED„ — , " • SUPPORT DETAIL TOILET PLAID SCALE. 1/4 _1.0 Sheet No. 4 4 ' SCALE: 3/8" = 1'-0" 4 4 SCALE: 1 1 /2" = 1'-0" 4 4 SCALE' 3/4" = 1'—O" ( SEE REFLEC'fED CEILING PLAN -- SHT. Al) A 4 1 j spy r—' . - FILLER CAP (MUST FIT FLUSH W/ V.C.T. FLOOR) NEOPRENE "0" RING 1" x 1/8" ALUM. PIPE RAIL--i COVER FLANGE (MUST REST ON TOP OF V.C.T.) FASTEN TIGHT W/ ALLEN SET SCREW NOTE: [,AILING SOCKET & FILLER CAP ARE SUPPLIED BY TRU & INSTALLED BY CONTR. OF 5 DETAIL SSOCKETI & FILL 5 5 SCALE: NONE 8'-5 7/8' RAILING & INSERTS SUPPLIED SOCKET (SEE BY TRU & INSTALLED BY CONTR. DET/uL 5-5-5) a15SCALE: T I L� CON1 ROLSRAIL NG NONE 1/2" DRYWALL OVER 6" METAL STUDS ® 24" O.C. (SEE SHT. A6) \ U] CONTROL JOINT (SEE DETAILS ON SHT. A11) 11 5/8" 8'-0" 1/2" DRYWALL ON 6" METAL STUDS 24" O.C. (SEE SHT. A6)- 8" CONC. BLOCK \ co Ui U7 n -A =t SEALANT BOTH SIDES OF DOOR PERIMETER (TYP., N o � o 99'-R" 46'-6 3/8" T 51'-0" ENLARGED VESTIBULE PLAN.s�ia" _ , _0PLAN OFFICE PARTITION. (SEE DWG #A6)--+ 1.9 EXTEND WALL ABOVE LINTEL TO DECK ABOVE 8'-5 3/4" ./-16 CONT. BEAD OF CAULK— ® ALL JOINTS (TYP.) z A.1 A.1 5 7/8" TUBE COL. PAINTED - NORTH CLEAR ANOD. ALUM. SLIDING DOOR (TYPICAL)(SEE DOOR SCHEDULE) DASHED LINE INDICATES WALL FIXTURE 03 FURNISHED BY "TRU"-INSTALLED BY CONTR. 4" 3 EQUAL SPACES = 12'-2 1/2" CLEAR ANOD. ALUM. WINDOW FRAME W/ SNAP -IN STOPS & 1/4" CLEAR TEMP. F GLASS BY CONTRACTOR - r _ _ s.� 8" 2.6 0 5 O 5 9 02 CLEAR ANOD. ALUM. 2 5 9 — (TYPICAL) SLIDING OOR 5 5 SCALE: 1/2" = 1'-0" "'�����i 3 8" CONC. BLOCK BELOW SILL. STE2 ® RIGHTL TUBE SEE FIL OR5 9 VINYL WALL BUMPER 5 g COL. (TYPICAL) SIMILAR NOTES (SEE SIM. DTI_ 4--5-4 ON DOOR -----►- co = 1 A N ` \ co' CLEAR ANOD. ALUM. WINDOW FRAME W/ N 6STEPPED UP 1/4" CLEAR TEMP. GLASS (TYPICAL) CONC. CART CURB 2 CERAMIC TILE (SEE DETAILS ON 1 COLOR BAND CLEAR ANOD. ALUM. CLOSURE BOTH SIDES OF DWG'S. C3) COLUMN. (SEALANT ® ALL JOINTS) (TYPICAL) 1'-3" 10'-0" 4'-0" /R" 7'-10 3/8' 5 EQUAL SPACES 0 7'-10 3/8" 1.5 DETAIL SCALE: 1/2" = s1'-'0" CAULK ® FRAME PERIMETER ® EA. SIDE VINYL WALL BUMPER (SEE SIM. DTL 4--5-4) EXTEND WALL ABOVE LINTEL TO ROOF DECK ABOVE CLEAR ANOD. ALUM. SLIDING DOOR ALUM. CLOSURE JOINTS (TYP.) CONC. CURB gE DETAILS SHT.Is C3) 7'-10 1.7 2.1 2.8riADETAIL 5 F5 I SCALE: 1/2- =, 1'-0" 3 46'-6 3/8" EXTEND WALL BUMPER ONTO FIXTURE END PANEL 7 5/8 - 5 5/8/ 2". 2.9 METAL CASING BEAD & CAULK JOINT COLUMN LINE 2.9 -0 1/2 04 4 59 SOLI 1 WOOD BLOCKING 5 STL TUBE COL.--, 05 CLEAR ANOD. ALUM. - CLOSURE BOTH SIDES OF COL. (CONT. SEALANT BEAD JOINTS BOTH SIDES) 9'-4 3/4" rr Co 0 I HIGH HARD VINYL CORNER GUARD 1/2 "DRYWALL & 1 1/2" BLOCKING FROM FLOOR TO UNDERSIDE OF STEEL BEAM. /—DASHED LINE INDICATES STEEL CHANNEL ® 11'-B" A.F.F. ALONG COLUMN LINE "A.1" BETWEEN COLUMN LINES "4" AND ND OF DRYWALL NEAR COL LINE "2.9" A.1 (SEE DET 2-5-1 AND 1--f5-9) — — — F— — — — � 1 8" CONC BLOCK CONTROL JOINT (SEE DETAILS SHT A11) 11 5/a" 12" CONC BLOCK CONTINUOUS CURB (SEE DETAILS SKIT C3) CL O C, "i a SOLID WOOD BLOCKING O7 o WITH CLEAR ANOD. ALUM. METAL FINISH 1 VINYL WALL BUMPER SEE SIM. DTL. 4--5--4) 12" CONC. BLOCK 2 1 /8" 3.1 2"0 HALF ROUND 1: 1„ 1 (HARDWOOD) LZ THIS SIDE TO FACE ILO SALES o FLOOR i 10 NDETAIL @ TOP 6 6 SCALE: 3"=1'-0" 2"0 HALF ROUND 1 (HARDWOOD) 3 5/8" 20 GA. MTL ! STUDS 0 16" O.C. --- 1/2" GYP. BOARD CEILING 3 5/8" 20 GA. MTL STUD HEADER LINTEL 3/4" QUA 1 . MOULDIN (HARDWOOD) (EA. SIDE HARDWOOD DGE 1 3/4" QUA-�I MOULDW (HARDWOOD) GLASS ST 1/4" SAFETY MIRROR GLASS -REFLECTIVE SIDE FACES SALES AREA 3/4" QUA MOULDIN (HARDWOOD) (EA. SIDE CONT. WALL BUMPER i GUARD. FURN BY TRU & INSTALLED BY CONTR. (SEE SPECIFICATIONS) NOTE: APPLY AR URETHANE 0 HARDWOOD 1 CONT. 2x4 WOOD NAILER ATTACH TO MTL STUD RUNNER w/COUNTERSUNK DRYWALL SCREWS 0 48" O.C. 1/2" GYP. BOARD 3 5/8" 20 GA. MTL STUDS 0 16" O.C. OF WALL CONT. 2x4 WOOD NAILER (TYP.) 6" 20 GA, MTL STUD RUNNER ATTACH -TO STUDS w/(2) SHT. MTL. SCREWS PER STUD. 6" 20 GA. MTL STUD/JOISTS 0 16" O.C. 0 i N 1 HARDWOOD ENEER PLYWOOD OP. 0 1/2" AR COD DGE 1 PPORTS o "STANLEY #797 (WHITE r� FINISH) 0 EA. END OF LIGHT SHIELD •111x 8" HARDWOOD FRAME 1 Lz i u WAINSCOT SUPPLIED ' BY TRU, INSTALLED BY CONTRACTOR 1 R NOTE: 1 APPLY 2 COAT URETHANE ON HARDWOOD 9 DETAIL 0 LIGHT SHIELD 6 6 SCALE: 1 1/2 "=if —on 3/4" QUA TERM MOULDIN (HARDWOOD) lx HARDWOOD FR 1 HARDWOOD VENEER PLYWOOD 6 , PROVIDED & INSTALLED BY T.R.U. lx HARDWOOD FIR1 3/4" QUA MOULDIN (HARDWOOD) CONT. WALL BUMPER--`: GUARD. FURN BY TRU & INSTALLED BY CONTR. (SEEM SPECIFICATIONS) a, 1 8 SECTI N 6 6 SCALE: 1 1/2" =1'-0" i 0 Wn N N' i 0 N YJ u LJ wz 0z Q 0 a a� 0 p �- > w0 wo J m V) X0 W W o Ld cr 0 z w t- z A Z> 0 J 00 pN Q � p a o . k`' > a cn w °: N. i 1 5/8" •1/2" GYP. BOARD -CONT. RIPPED 2x4 WOOD NAILER (TYP.) 0 -1/4"0 BOLT & NUT w/WASHER (TYP,) F 2 TIME CLOCK = POWER CHORD -3" DIAMETER HOLE M - CONT. RIPPED 2x4 WOOD oO NAILER (TYP.) fd NOTE: APPLY 2 COAT R URETHANE 0 B R H OR OAK 1 TIME A 9'-4" 8'-3 7/f 43'-11 3 5'-7 1/4" 4 5/8" 13'-4 1/8" 4 5/8" 12'-0" 4 5/8" 11'-5 3/8" 7'-10 3/4" V-4" 2'-8" RECESSED 2'-9 1/4" 6" EXTEND WALL TO UNDERSIDE F ROOF TIME CLOCK DECK 6 1/2' 1'-4" TIME (SEE DETAIL 8-6-6) 3 4 I I 1 2"x 16" SLOT 2 6 6 6 6 I I 4 6 6 IN DESK TOP 6 6 6 2 1 FOR PAPER II 26 © 28 TELCO 1,_6,. - L 118 (MIN. � INE OF SHELF 6" B ` 2"0 HOLES IN 1 DESK TOP FOR PAPER) =- = COUNTERS W/ 7 © PROVIDE FLOOR LINE OF ll(OR 19)" SHE F DIR. PLAS. GROMMET EQUIP. 1 MTD. DOOR (24" ABOVE DESK TOP) - 6 6 �, _ OFFIC COUNTER3) DRAYVERS � ROOM STOPS (TYP.) COUNTER W/ SAFE M 119 TRANSFORMER ON � 115 COUNT (2) DRAWERS BY 4% 4" SUPPORT !� ROOM TRU SKIDS ABOVE. — \ 6 FILE CABINET 6 6 12 g" EMS SPACE c° � r' VIDEO CABINET ALARM PANEL YTU KEYPAD 0 57" A.F.F. 1.9 ENLARGED FRONT OFFICE PLAN rT OTE: SAFE MUST BE ET IN PLACE PRIOR 0 THE INSTALLATION SCALE: 1/4"=1'-0" OF DOOR ##27. DISCUSS WITH TRU SITE REPRESENTATIVE 1/2" GYP. BOARD CEILING 1 7'-10 3/4" ON 6" 20 GA. METAL fj 6 EXTEND WALL TO UNDERSIDE OF ROOF DECK STUD/JOISTS 0 16 O.C. (TYPICAL) 5-7 1 /4" 4 5/$" 13'-4 1 /8"/4,5,8„ 12'- 0,. 7 1/2" 7 1 4x4 WOOD SKID 0 TRANSFORMER (IN FOREGROUND) ATTACH TO 3 5/8" 20 GA. MTL. STUD BRIDGING ATTACHED TO STUDS & STL. ANGLE 0 MASONRY WALL A �® - - �—- I FACE OF MASONRY WALL TRANSFORMER W/ 4X4 SKIDS. ATTACH TO 6" GA. MTL. BRIDGING INSIDE WALL DS ®16" STUDS -REFER TO GEN'L O.C. TO EXTEND NOTES #6 & 7 TO UNDERSIDE OF STL. BEAM ABOVE. 1/2" GYP. BOARD I (TYP.) I / 25 \ 4" VINYL BASE 4 SECTI ON THRU EQUIPRM* X 6 6 SCALE: 1 /2"=1'-0" 4" VINYL BAS FINISH FLOOR 4 5/8" 135' 48" HIGH HARD VINYL ORNER GUARDS. N 00 0 0 5 Ln 48" FLUORESCENT V.W.C. LIGHT FIXTURE W/ (TYP.) DIFFUSSER (SUPPLIED 1/4" SAFETY BY TRU, INSTALLED MIRROR BY ELEC. CONTR.) \ GLASS BIN. (REFER TO DETAIL 11-6-6) 0 EQ EQ o f FFFI. PLUG MOLD. (REFER TO r 26 . DWG. FOR LOCATION) 27 ELEC� o - 0 N <r / UNTER S PPORTS N �� `---4" VINYL BASE—,` 7 ELEC'• 0 EQUIP 6 6 SCALE: 1/2"=1'-0" L 8'-3 7/8" 4 5 8" ' I ' TRANSFORMER w/4x4 ,�— SKIDS ATTACHED TO ^- ANGLE w/3/8"0 LAG _ BOLTS 4"x4"xl/4"x3O" LONG STL. ANGLE -ANCHORED TO MASONRY WALL w/ BOLTS IN(31/MIN. EMBED.) INTO GROUTED BLOCK CELLS. 1/2" GYP. BOAR REFER TO GEN'L NOTES #6 & 7 4" VINYL BASE ���INY�LBAS FINISH FLOOR SECTION 6 6 I SCALE: 1 /2"=1'-0" 111, lllllk� 1/2" GYP. BOARD CEILING — ON 6" 20 GA. METAL STUD/JOISTS 0 16" O.C. 9 (TYPICAL) 6 I 4" VINYL BASE --/ BEN E AL NOTES. 1. ALL HARDWOOD CAPS,MOULDINGS, FRAMES, ETC. TO BE BIRCH, (OAK IS ALLOWED AS ALTERNATIVE). FINISH WITH CLEAR URETHATNE (2 COATS)(SEE SPECS.) 2. ALL DRAWERS SHALL HAVE RECESSED PULLS AND DRAWER SLIDES. 3. ALL COUNTERS, SHELVING, BINS, ETC. 0 DIR. OFFICE, MGR. OFFICE & COUNT ROOM TO BE 1/2" HIGH DENSITY FLAKEBOARD W/PLASTIC LAMINATE. (DRAWERS TO BE SOLID WOOD -NO LAMINATES.) PLASTIC LAMINATES TO BE "FORMICA" #925 CHAMPAGNE U.O.N. 4. ALL HARDWARE, CLOSERS, PULLS, ETC. TO BE HANDICAPPED ACCESSIBLE. 5, REFLECTIVE SURFACE OF MIRROR GLASS TO FACE SALES AREA. 6. ALL INSIDE WALLS TO BE CONSTRUCTED W/ 1/2" GYP. BOARD, TAPED AND SANDED ON 3 5/8" 20 GA. METAL STUDS 0 16" O.C. DIRECTOR'S OFFICE,AND COUNT ROOM TO BE FINISHED IN VINYL WALL COVERING, (VINYL WALL COVERING IS -(0 BE FURNISHED AND INSTALLED BY CONTR. REFER TO SPECIFICATIONS FOR ORDER FORM.). EQUIPMENT ROOM AND TELCO ROOM TO BE PAINTED P&L #2127 "SNOFLAKE". 7. OUTSIDE WALLS TO BE CONSTRUCTED W/ WAINSCOT SUPPLIED BY TRU, INSTALLED BY CONTR., OVER CONTR. PROVIDED 1/2" GYP. BD, TAPED AND SANDED ON 3 5/8" 20 GA. METAL_ STUDS 0 16" O.C. (SEE GRAPHIC SHEETS FOR PAINT COLORS AND TYPE.) 8. PLASTIC LAMINATE WAINSCOT TO BE ANCHORED TO STUDS WITH COUNTERSUNK DRYWALL SCREWS AT TOP AND BOTTOM ONLY. SCREWS TO BE CONCEALED BY WALL BUMPERS AND COVE BASE. PLASTIC LAMINATE NOT TO HAVE HORIZONTAL SEAMS. 9' - 0" ML 2'-3" 1 1/ 8 EQ. SPACES W/l/4" DIVIDERS 1/2" In- 0 N EXTENDED PLYWOOD LIGHT SHIELD w/ BRACKETS AT WINDOWS 1/4" SAFETY MIRROR GLASS V.W.C. PR IDE 3" DIA. (-rYP.) H E FOR TIME CLOCK PLUG 28 Pf?OVIDE 120V DUPLEX FOR TIME`\CLOCK 'i -.*---1/4" SAFETY - MIRROR GLASS IN WOOD FRAM SHELF BRACKET (TYP.) -1 2" FLAKE 3/4" FLAKE BIRD. BOARD SHEL w/BRACKETS 4" VINYL BASE — low 6 ELEC'. @ COUNT ROOM 6 6 SCALE: 1 /2"=1'-0" A 9' - 4" .4 5/8" 8'-3 7/8" 7 2' SIM. 0 4 5�ELEV. 0 DIR. OFF. 6 6 SCALE: 1/2"=1'—O" 1/2" GYP. BOARD , (TYP.) C 0 TS TO STUDS w/(4) SHT. MTL. SCREWS x x 6" 20 GA. MTL. x STUD RUNNER ANCHOR TO y w _j z EXTENDED PLYWOOD LIGHT SHIELD w/ MASONRY WALL w 1 2"O ANCHOR / / a BRACKETS AT BOLTS 0 48" O.C. 0 O'-, WINDOWS z 6" 20 GA. MTL. or o Q � r STUDS 0 16" O U — — O.C. TO EXTEND uj o TO UNDERSIDE Q w /4" SAFETY o- I OF STL. BEAM ck� 0 MIRROR GLASS ABOVE. a W a 0 0 IN WOOD FRAME = 1 /2" `o z o I V.W.C. o � 00 i (TYP.) 1/2" GYP. BOARD J a_ o oW 1 0 (TYP.) Q N co 0 w 0 WALL BUMPER WALL BUMPER — w o SEE DET. 4-6-$ DESK TOP COUNTER SEE DET 4-6- 4 x W/DRAWERS PLAS. LAM. -� ' W PLAS. LAM. WAINSCOT (SEE 00 2'-0" L A% 15" x 25" FILE \ �-6 / ( WAINSCOT (SEE GEN'L NOTE #7) CABINET (N.1.C.) \ / I GEN'L NOTE #7) CONT. 2X6 SUPPOR N `1' " 3 /4 FLAKE B ARD- 3/4" FLAKE BD. SIDE FA OF FOR COUNTER COUNTER SUPP 4" - RTS VINYL BASE . MANRY WALL 4" VINYL BASE -- w ` FLOOR 2 SECTION THRU DIR* 0F# T. FOR 6 [6-1—SCALE: 1/2 "=it —on 1. LAMINATE INTERIOR, EXTERIOR & EDGES OF BIN W/ FORMICA #925 CHAMPAGNE. 2. PAINT DIVIDERS TO MATCH COLOR OF CHAMPAGNE FORMICA SEE GEN'L NOTE #7 -co I PLUG MOLD. (REFER TO ELEC, DWG. FOR LOCATION) GONT. WALL BUMPER GUARD FURNISHED BY TRU AND INSTALLED BY CONTR. TYP. (SEE SPECIFICATIONS) 00 PLAS. LAM. WAINSCOT (SEE GEN'L NOTE #7) 3/4" FLAKE BOARD _ COUNTER SUPPORTS A 1 10 � 9 -4 -C 4 5/8" 8'-3 7/8" 7 1 21 1/2" GYP. BOARD CEILING —1/2* GYP. BOARD ON 6" 20 GA. METAL (TYP.) STUD/JOISTS 0 16" O.C. (TYPICAL) ATTACH STUD JOISTS 1 TO STUDS w (4) SHT. MTL. SCREWS 6" 20 GA. MTL. x r i STUD 'RUNNER - — - - — -- ANCHOR TO DUPLEX OUTLET 1 MASONRY WALL FOR EVD-C w/1/2"O ANCHOR PANEL BOLTS 0 48" O.C. 11" SHELF W/STANLEY 0 8" 6" 20 GA. MTL. (W97 STL. BRACKETS i STUDS 0 16" WHITE FINISH) O.C. TO EXTEND — TO UNDERSIDE DESK TOP COUNTER I OF STL. BEAM W/2 DRAWERS V.W.C. ABOVE. SAFE BEYOND (TYP.) I 1/2" 1 1/2" GYP. BOARD PLUG MOLD (TYP.) (REFER TO ELEC. 0 DWG. FOR 2'-0" N LOCATION) SAFE SUPPLIED -- BY TRU- I INSTALLED BY I CONTRACTOR 4 o m i N N 3/4" FLAKE BOAf�D FACE OF COUNTER SUPPO TS MASONRY WALL SHELF FOR PAPER R )Oj 0 T 4" VINYL BASE 4" VINYL BASE JTER 1 SECT. TNU COUNT • 6 6 SCALE: 1/2"=1'-0" DOOR SCHEDU LE ROOM FINISH SCHEDULE GALVANIZED m FLOOR BASE WALL CEILING FINISH < ROOM ROOM EQUIP. & TO BE SIZE FRAME EL o N0. NAME C DOORS PAINTED REMARKS NO. LOCATION TYPE MAT. REMARKS o FINISH FINISH COLOR FINISH COLOR FINISH COLOR HEIGHT W H T JAMB HEAD SILL ¢ 0 a L i 1 EXIT VESTIBULE TO EXTERIOR N.I.C. E 4'-1" 7'_p" 1-3/4" ALUM 3/5 5/9 - FULL BREAKAWAY 1 > IJ` ` _ z €Q_�—E�— v �C O z N J 2 SERVICE VEST. TO EXIT VEST. N.I.C. E 4,-1a 7'-0" 1-3/4" ALUM 3/5 4/9 - FULL BREAKAWAY 1 vwi R FF~o z w Q o Q o � z Q v, w \ Q Y v L w J Ci 3 U 3 SERVICE VEST. TO REGISTER N.I.C. E 4'-1" 7'-0" 1-3/4" ALUM 16&17/2 7/2 - FULL BREAKAWAY 1 ui z w o z z 4 SERVICE VEST. TO ENTRY VEST. N.I.C. E 4'-1" 7'-0" 1-3/4" ALUM 1/5 4/9 - FULL BREAKAWAY 1 J o N m ,� � o g 9 z oQ N F zo O o ¢ z z _ V O O w ,C I O O VISION-LtTI -- Q 5 ENTRY VEST. TO EXTERIOR N.I.C. E 4'-1" 7'-0" 1-3/4" ALUM 1/5 5/9 - FULL BREAKAWAY 1 � v Q o F 'm o ¢ (L ¢ N o �_ Q 0 o r i � s M_ N n o o it o a , n , (n Z J % N N x T (n Z (n Q O J O W O Q Q o o w J 3 d F O w m ' N m w w tit r' 6 SALES TO EXTERIOR D 3'-0* 7'-0" 1-3/4' HM 2/7 3/7 7/7 1 v-i < a �IJ �-' < o a 0Q° a xo ¢ � w a w w p a o 0 7 , , , a n - , W W X W z w Q a Y x -t w W z O of O w x w J } x o x BREAK ROOM TO TRAINING ROOM B 3'-0" 7'-0" 1-3/4 HM 10/7 10/7 W/24'X18" LOUVER 3 Q w 5 Q Q c� w¢ Q 0- w 5 w a_ ¢ c5 a u w c� a w Q a. a. Q Q W o W 8 TRAINING ROOM TO CLOSET G 2 -6PAI7'-0" 1-3/4" WD/HC I 11/7 - SEE NOTE #4 11 101 SALES AREA o 0 0 0 0 0 0 0 VARIES 0 0 0 SEE NOTES #6,7,10,11 9 TRAINING ROOM TO CLOSET G 2_ 7'-0" 1-3/4" WD/HC 1 7 11/7 - SEE NOTE #4 1 11 102 SECURITY ROOM 1 o A 0 0 0 0 o VARIES o 0 0 o AT DRYWALL ONLY O 8'-0"x 9'-0" (ROUGH OPENING) 3'-0" 7'-0" 1-3 4" HM 10/7 10/7 4/7 W 24"X18" LOUVER 103 BREAK ROOM 0 A 0 0 0 0 1 0 0 8'-0" 0 0 o o - SEE NOTE #15 INSULATED ROLLING STEEL 10 HALL TO MEN'S ROOM B OVERHEAD DOOR FURN. &. INSTALLED BY HM - W 24"X18" LOUVER o 0 0 0 0 8'-0" To' 0 0 SEE NOTE 15 DOOR MFR. - CONTRACTOR TO PREPARE 11 HALL TO JANITOR'S CLOSET B 2'-8" 7'-0" 1-3 4" 10/7 10/7 / 1 5 104 TRAINING ROOM CLOSET A o # THE OPENING 12 HALL TO WOMEN'S ROOM B 3'-0" 7'-0" -3/4" HM 10/7 10/7SIM 4/7 W/24"X18" LOUVER 105 TRAINING ROOM ° A 0 0 0 0 0 0 8'-0" 0 0 o SEE NOTE #15 METAL LOUVERWHERE INDICATED 13HALL TO BREAK ROOM H 3'-0" 7'-0" -3/4" HM 10/7 10/7 - W/24"X18" LOUVER & 1OX10 VISION PANE 2 106 HALL o A 0 0 0 0 0 0 0 8'-0"0 0 0 SEE NOTE #15 SEE REMARKS F DOOR SCH. 14 SALES TO EXTERIOR D 3'-0" 7'-0" -3/4" HM 2/7 3/7 74 7 107 WOMENS TOILET o g 0 o v o 8'-0" 0 0 SEE NOTE #9 & 15 FOR SIZE OF LOUVER. PAINT 15 RECEIVING TO TRUCK DOCK N.I.C. A EE� 9'-0" - STL. 8/7 2/3 - CHAIN OPER. INSUL. ROLLING DR. 9 1 0 0 0 8'-0" SEE NOTE #9 & 15 LOU /ER TO ( ) MATCH DOOR 16 RECEIVING TO TRUCK DOCK N.I.C. A 7'-0" 9'-0" - STL 8 7 2 3 - o 0 0 0 0 0 0 o SEE NOTE 15 & 1 Q Q ( ) / / CHAIN OPER. INSUL ROLLING DR. 9 109 JANITOR'S CLOSET 10 -0" # 17 POWER ROOM TO RECEIVING g 3'-0 7'-0" 1-3/4" HM 7/7 6/7 - W/24"X18" LOUVER / SEE NOTE #5E 3 110 PRE -SALES AREA ° 0 77 ARI S o o SEE NOTE #13 18 COMPACTOR TO RECEIVING * 3'-Oa 2'-3" 1-3/4" HM 4/3SIM. 4/3 4/3 * SEE ELEVATION 8/3 8 ill RECEIVING AREA o 0 0 o VARIES ° 0 ° SEE NOTE #13 0 ONE= 19 PRE -SALES TO EXTERIOR D 3'-0" 7'-0" 1-3/4" HM 2/7 3/7 7/7 7 112 POWER ROOM 0 0 0 o VARIES o 0 0 SEE NOTE #13 HOLLOW METAL "DETEX" ALARMED " " a 0 0 0 0 0 0 VARIES o 0 0 0 EXI•fING DEVICE 20 PRE -SALES TO EXTERIOR D 3'-0" 7'-0" 1-3/4 HM 2/7 3/7 7/7 7 113 CUSTOMER PICK-UP A o 0 O (WHERE OCCURS) " 1 3 4" HM 7 7 6 7 - 10 114 REGISTERS o A o 0 0 0 0 0 0 VARIES 0 0 21 SECURITY TO PRE -SALES C 4 -0" 7 -0 / / / PULL (WHERE RECEIVING TO EXTERIOR D 3'-0" 7'-0" 1 3 4" HM 2/7 3 7 7 7 VIEWER 7 0 0 0 0 0 0 0 8'_6" 0 0 0 E EQUAL "DETEX" OCCURS) 22 / / -/ - 115 EQUIP. RM A SEE NOTE 1 23 CUSTOMER -PICK-UP - R.G.D. N.I.C. F 4'-0" 7'-0" 1" LASTIC 2/2 9/7 D.A. DOOR -PROVIDED BY TRU-INSTALLED BY CONTR. 116 ENTRY/EXIT VESTIBULE ° A 0 0 0 0 0 12'-10" 0 SEE NOTE #6 & 15 24 CUSTOMER PICK-UP - SECUR. RM. C 3'-0" 7'-0" 1-3/4" HM - 12 117 SERVICE ° A o 0 0 0 0 0 o VARIES 0 0 o ® 926 TELCO ROOM TO EQUIPMENT ROOM D 3'-0" 7'-0" 1 3/4" HM 10/7 10/7 - 4 118 TELCO ROOM 0 A o 0 0 0 0 0 0 0 0 0 0VARIES SEE NOTE10" x 10"EREGISTERS TO EQUIPMENT ROOM D 3'-0" 7'-0" 1 3/4" HM 10/7 10/7 - SEE NOTE #3 12 119 DIRECTOR'S OFFICE 0 A °0 0 jo 0 0 8'-6" 0 0 SEE NOTE #I & 18 MIRROR REGISTERS TO COUNT ROOM C 3'-0" 7'-0" 1-3/4" HM 10/7 10/7 - SEE NOTE #3 12 120 COUNTING ROOM 0 A 0 0 0 0 o 81_6" o o SEE NOTE > & 18 o GLASS FACING `i' 28 REGISTERS TO DIRECTORS OFFICE C 3'-0" 7'-0" 1 3/4" HM 10/7 10/7 - SEE NOTE #3 12 121 SERVICE VESTIBULE 0 A 0 0 0 0 0 0 0 0 VARIES ° SALES I " SIDE "� 1 HOLLOW METAL W/ HOLLOW METAL 1/4" TEMP. //GLL.�. NOTES: 1) SEE SHT. A6 FOR GENERAL NOTES: AND FINISHES 7) DO NOT PAINT POWER POLES OR WIREWAYS 0 CHECK-OUT REGISTERS. 14) PAINT MAIN SPRINKLER RISER RED. ALL OTHER (D 2) COLOR CODE FOR FLOOR FINISH: A=TARKETT 8) OVERHEAD DOORS 15 & 16 TO RETAIN GALVANIZED SPRINKLER LINES ARE TO BE PAINTED WHITE. #TRU-63 SUPPLIED BY TRU, INSTALLED BY CONTRACTOR FACTORY FINISH. 15) ACOUSTICAL LAY -IN PANELS TO BE ARMSTRONG B=A.O. 2"x2" DAWNGRAY (10) 9) SEE SHT. A4 FOR WALL TILE GRAPHICS STRIPE 0 MENS MINIBOARD "FISSURED" #767B-PLASTIC-FACED. SEE PLAN FOR M.O. 3) PAINT EXTERIOR SIDE OF ALL EXIT DOORS & FRAMES PER ELEVATIONS & WOMENS TOILET 16) PAINT ALL (4) WALLS OF JANITOR'S CLOSET NOTES: 1) EXTERIOR FACE OF EXTERIOR DOORS TO BE PAINTED GRAY TO MATCH LIGHT 5) CLOSER TO BE MOUNTED ON BREAK ROOM SIDE. 10 PAINT ENTIRE CEILING OF STRUCTURE EXCEPT AT P&L_ EPDXY -BASED PAINT P&L #2127 (SNOFLAKE). GREY BLOCK UNLESS OTHERWISE NOTED ON ELEVATIONS. 4) PAINT ALL H.M. DOORS &FRAMES (EA. SIDE} IN PRE -SALES & ) RECEIVING: P&L #R131R RED. (EXCEPT DOORS 21, 24 & H.M. FRAME AREA ABOVE BREAK ROOM/RESTROOMS/TRAINING ROOM. 17) ALL VINYL COVE BASE TO BE SUPPLIED BY TRU ALUM. FRAMING 2) INTERIOR FACE OF EXTERIOR DOORS TO BE PAINTED PER ROOM FIN. SCHEDULE. 0 DOOR 23 PAINT P&L #1229 YALE BLUE). AND INSTALLED BY CONTRACTOR. SEE SCHEDULE FORA 5) PAINT ALL OTHER H.M. DOORS & FRAMES (EA. SIDE) 11) PAINT COLUMNS P8 #E34100 (WHITE) TO DECK ABOVE 18) PAINT FINISH TO BE SEMIGLOSS (U.O.N.) EGRESS WIDTH (W) 3) DR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORS U.O.N.. P&L #1229 YALE BLUE, 12) DO NOT PAINT EXPOSED WALLS IN PRE -SALES. 19) CERAMIC TILE WANSCOT AROUND FLOOR SINK Oki WIND CHAIN 4) PAINT DR. & FRAME W/CLEAR URETHANE FIN.(SEE SPECS.) 6) SEE SHEETS G1 & G2 FOR GRAPHICS LAYOUT 13) ALL GAS LINES TO BE PAINTED WHITE AT INTERIOR HARDWARE SCHEDULE GROUP 1 TO HAVE GROUP 4 TO HAVE GROUP 7 TO HAVE GROUP 11 TO HAVE HARDWARE BY MANUFACTURER (INCLUDING BREAKAWAY HARDWARE). 1 1/2 PR. BUTTS STANLEY FBB 179 4 1/2" x 4 1/2" 26D 1 1/2 PR. BUTTS STANLEY FBB 191 4 1/2 x 4 1/2 NRP 26D SLIDING TRACK ASSEMBLY STANLEY 40-3665 ALL DOORS IN GROUP TO HAVE THE FOLLOWING SIGN AT ADJACENT 1 LATCHSET BEST 93KON15D-626 (LEVER HAND) 1 DETEX ALARM (BATTERY) ECL 230D (INCLUDES TRACK,CENTER LOCATION: "THIS DOOR TO REMAIN UNLOCKED DURING OCCUPANCY". 1 DR. CLOSER NORTON 7500 H-BF-AL 1 THRESHOLD N.G.P. 425 GUIDES, ETC.) ; PROVIDE MANUAL EXIT HARDWARE ON INTERIOR FACE IF REQUIRED 3 SILENCERS IVES 20 1 SET WEATHERSTRIPPING N.G.P. #135N FATT 2 SILENCERS IVES 21 " LETTERS TO BE 1 MINIMUM IN HEIGHT 1 DR STOP IVES 407 B26D 1 VIEWER STANLEY CD 4538 US4 DOOR 22 ONLY ( ) # RECESSED DOOR PULLS STANLEY 986-3 (26D) 1 KICKPLATE HAGER 10X34,16GA. 32D 1 PULL HAGER 1 9G-8"C. TO C., 32D PUSH LOCK FOR ALUM. MUNTINS (TYP. j -� GROUP 2 TO HAVE R (DOORS #8 1 1 DOOR SWEEP N.G.P. 102AV SLIDING 0& #9) BEST 2S75 FtEMARKS O M. SLIDING DOORS 1 1/2 PR. BUTTS STANLEY FBB 179 4 1/2" x 4 1/2" 26D P g - NOT USED GROUP 8 TO HAVE GROUP 12 TO HAVE DOOR /4" W/ 1/4" TEMP. GLASS 1 PUSH PLATE HAGER 30S - 8 x 16, 32D 1) NORTON CLOSERS & DETEX ALARMS SUPPLIED BY TOYS "R" US TEMP. GLASS (TYP). &BREAK -AWAY FEATURE 1 PULL HALER 9G - 8" C. TO C., 32D 1 1/2 PR. BUTS STANLEY FBB 179 4 1/2" x 4 1/2" 26D 1 PR. BUTTS STANLEY FBB 179 4 1/2 x 4 1/2 260 1 1/2. PR. BUTTS STANLEY FBB 179 4 1/2x4 1/2 26D AND INSTALLED BY CONTRACTOR. 1 CLOSER NORTON 7500 H-BF-AL 1 LATCHSET BEST 93KON15D-626 (LEVER HAND) 1 SPRINGLATCH BEST 83T-7C-DL S3-626-KEYED AT INT. 1 LOCKSET BEST 93K7D15D-626 (LEVER HAND) (TYP•) 1 KICKPLATE BROOKLINE 10 x 34 16 GA. 32D 1 DR. CLOSER NORTON 7500 H-BF-AL 1 PULL HAGER 9G 8" C. TO C. 32D 1 DOOR CLOSER NORTON 7500-BF-AL 2) INSTALL IVES 407 826D DOOR STOP ON WALL OF TOILET ROOMS 1 DR. STOP IVES 407 B26D 3 SILENCERS IVES 20 3 SILENCER IVES 20 WHERE TOILET PARTITION DOOR SWINGS TOWARD WALL. SLIDING DOORS FURN. &INSTALLED BY DOOR MFR. 3 SILENCERS IVES 20 1 DR STOP IVES 407 826D _ GROUP g TO HAVE 1 DOOR STOP IVES 407 826D 3) ALL LOCKS SHALL BE BEST WITH CONSTRUCTION CYLINDERS. CONTRACTOR TO PREPARE THE OPENING. 1 KICKPLATE HAGER 1OX34,160A. 32D 1 PADLOCK BEST 41B772x606 1 KICKPLATE HAGER 10x34, 16ga. 320 PROVIDED BY CONTRACTOR. SLIDERS TO BE CLEAR ANODIZED U.N.O. GROUP 3 TO HAVE - SHANK PADLOCK (2") KEYED TO MATCH FRONT DOOR 1 THRESHOLD NATIONAL GUARD #432 0 DR. #11 C) 1 1/2 PR. BUTTS STANLEY FBB 179 4 1/2" X 4 1/2" 26D G�tOUP 10 TO HAVE 4) CONTRACTOR TO SUPPLY TWO -BEST" PADLOCKS 41B770 TR TO BE SPECIAL DOOR 1 LOCKSET BEST 93K7D15D-626 (LEVER HAND)(TACTILE ®DOOR #17) 2 PR BUTTS STANLEY FBB 179K 4 1/2 x 4 1/2 26D INSTALLED ON ROOF HATCH PROVIDED BY 1 DR. CLOSER NORTON 7500 H-BF-AL-ADA a � TRU, INSTALLED 1 DR. STOP IVES. 407 B26D 1 DETEX ALARM (BATTERY) ECL 8015 (CYLINDER KEYED BOTH SIDES) BY CONTR. 3 SILENCEC SSER NORTON 75500 BF -AL 0 20 3 SILENCERS IVES 20 1 DR STOP IVES 407 B26D 1 LOCKGUARD #184 32D (DOOR #17, ONLY) 1 PULL HALER 9G 8" C. TO C. 32D 1 VIEWER STANLEY CD4538 (US4) (DOOR #7, ONLY) i o OFFSET FRAME 1/4" TO RECEIVE CERAMIC \ TILE FINISH. MEN'S & WOMEN'S RESTROOMS ONLY. CAULK \ DOORS #10 & 12. 1 /4" CERAMIC TILE 6 GA. H.M. (SHOWN DASHED) i LINTEL BLOCK -GROUT ANCHORS (3) ANCHORS (3) SCHEDULE ANCHORS- 3 WHERE SHOWN IN () FRAME- GROUT 2- #4'S CONT. W/ 8 PER JAMB PER JAMB PER JAMB SOLID N O WOOD SLIDING i/4„ ° ° DOOR DIM. DOOR DIM. V.C.T. BEARING MIN. EA. SIDE —�. co DOORS (BIRCH) OFFSET JAMB 1/4" TO MARBLE SADDLE CAULK 0 EA. SIDE Ip- OG RECEIVE CERAMIC TILE FINISH 16 GA. H.M. FRAME 5 3/4" EQUAL EQUAL GROUT SOLID M c 10"x10" MIRROR ^ o - EXTERIOR FACE 2" o NOTE: PROVIDE CAULK 0 EA. SIDE _ _ N 9 o GLASS FACING CONTINUOUS LINTEL OF WALL 1 mHALL SIDE o OVER DOORS #11 & GROUT SOLID GROUT SOLID 16 GA. H.M. FRAME CAULK 0 EA. SIDE 16 GA, H.M. FRAME - 1.SEALANT ®EXT. METAL LOUVER #13, SEE SHT A4 SEE REMARKSWHERE INDICATED NOT USED HEAD JAM JAMBTH ESH OLD 5 JA 0 o EQ. EQ. N DOOR SCH. 1 2 3 3A 4 FOR SIZE OF 7 7 SCALE: 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 SCALE: 1 1 /2" = 1'-0" LOUVER. PAINT LOUVER TO ROLL UP DOOR 1� MATCH DOOR TRACK (NIC) / 16 GA. H.M. FRAME 4$n EXTERIOR FACE 1/2" GYP. BD. HOLLOW METAL W/ OF WALL PROVIDE THREE 1/4" TEMP. GL. INTERIOR EXTERIOR 6* (mO LINTEL- SEE ® 6�L O.C. 0 OS 1/2" 7„ ANCHORS 0 JAMB CONT. MTL. C STRUCT. DRWGS. TRACK i DOOR SWEEP CAULK 0 EA. SIDE 2) 3 5/8" 20 C) DOOR WEATHER- r GA. MTL. STUDS CLOSET Q STRIPPING AT LINE OF MASONRY a. EAU SIDE w� PLWD.LINTELTWN \ ALL EXTERIOR H.M. JAMB BEYOND 00 DOORS ALUM. MC12x10.6 FINISH WD. CASING, FASCIA & FRAME w SEALANT 0 � 3/4° NTHRESHOLD PAINT GRAY N CLEAR URETHANE / i " PERIMETER 16 GA. H.M. FRAME CAULK 0 CONC BLOCK PROVIDE THREE 3 s 1 2" GYP. BOARD FINISH. 12 GA. ANCHORS () / 16 GA. H.M. 0 2,_Oa 0 C GROUT SOLID o LAMINATE ON 2" DOOR DIM. o� PERIMETER ANCHORS ®JAMB ac OR PLASTIC � "STANLEY" FRAME o 6" ( g" o TRACK GROUT SOLID c —a WELD TO CHANNEL 6" 7'-0" OPNG. ,d- o �, 0 5 3/4" & BUILD INTO MASONRY FLAKEBOARD 6 "�JAMB H EA D THRESHOLD JAMB (SEE A3) /'g'\HEAD (SHOWN) 10 (SHOWN) toll *N HEAD 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 SCALE: 3" = 1'-0" 7 7 SCALE: 1 1 /2" = 1'-0" 7 7 (SIMILAR) 7 7 (SIMILAR) 7 7 SCALE: 1 1/2" = 1'--0" .DOOR ELEVATIONSJAMB» f f! HEAD r» f » SCALE: 1 4" = 1'--0" SCALE: 1 :1 /2 = 1 -0 SCALE: 1 1/2" = 1 -0 jj CI 1. 02 A.1 _ T.O.M. ELEV. - ----- (a 25'-4" A.F.F. PRE -FIN. ALUM. COPING TO MATCH WHITE BLOCK (TYP.)- CERAMIC TILE (RED) - CERAMIC TILE (YELLOW) CERAMIC TILE (GREEN) CERAMIC TILE (BLUE) - CERAMIC TILE (RED) - FINISH FLOOR LINE-- CONC. CURB - AS SHOWN (TYP. DET. ON SHT. C3) WEST ELEVATION SCALE: 1 /8" = 1'--0" B EQUAL 2 SMOOTH -FACE $ 11 SIM. LT. GRAY BLOCK 0 TOP COURSE I _ CONC. CART CURB I LT. GRAY SPLIT -FACE BLOCK .J (SEE DETAIL ON DWG. C3) �_WHITE SPLIT -FACE BLOCK WHITE SPLIT -FACE BLOCK FINISH FLOOR LINE SOUTH ELEVATlu"N SCALE: 1 /8" = 1'--0" rA'� (SEE ELECT. DWGS) rY" C EQUAL T.O.M. ELEV. ® 20'-8" 6- 'EE STRUCTURAL DRAWINGS & SPECS. 'OR HORIZONTAL & VERTICAL WALL REINFORCING REQ'D E D J WALL -PAC LIGHT 2 FIXTURE 2 a (SEE ELEC.C. DWGS.) PAINT H.M. DOORS & SMOOTH -FACE WHITE FRAMES TO MATCH BLOCK ® TOP COURSE - ADJACENT ELEV. ADJACENT BLOCK T.O.M. ELEV. ® 18 -0 A.F.F. - �- -- - _ ----- T.O.M. = 16'-8" A.F.F. - - --------- -- --- -- ®19 -4 A.F.F. ---- - - '�--- DOWNSPOUT & GUARD - - --- ----- -- $ - ---�--------- -- - - - -- (SEE SHT. A3 & A11) ----- -- - - — -- - - - -c - ----- ---- — --- --- -- -- -- - ---- 8 11 - --------=1 ---- 8T11 - SM00"fFl-FACE __ _ _ _ _ _ _---- -----_---_------__-----_--_-------_ --------------_-------•---_ --_-_- WHITE BLOCK --- — ------ ---- -- ------ - -- - - - ------ --- - ----- g - - - - - - -- ---- -- ------------ ---- FINISH FLOOR LINE -- --- --- -- - - - - - -- ------ --- --- CONC. STAIR- STL. PIPE RAIL 4" DIA. BOLLARDS REFER TO 5 -0 . 4) T 0 (PAINT GRAY) PAINT TRAFFIC YELLOW (TYP.) STRUCT. S-' - . U f. DWG 11 =3'-8" T REFER 0 STRUCT. DWGS I 1 C T F I ELEVATION SCALE: 1 /8" = 1'---0" T PRE -FIN. ALUM. GUTTER TO MATCH WHITE BLOCK 6"X6" PRE -FIN. ALUM. LEADER (TYP.) COLOR MATCH WHITE BLOCK- C.J. (SEE SHT. Al I) ---� LZ0 ¢� 0 0 FIN. FLR. LINE 4" BOLLARD LEADER GUARD FOR - WALL PACK -MOUNTED 6" BELOW GUTTER (TYP.) SEE ELECT. DWGS. —\ ---_ -- -- SMOO fH=FACE ---- _ DOWNSPOUT. (SEE DWG. A3 & A11) TYP. EAST ELEVATION SCALE: 1 /8" = 1'--0" II K1 111111L if 1..11-1 f \iL ULV I.f\ 1 8 11 •� SIM. 2'-8.1'-4" 14'-0" • T.O.M. I COLOR D DRAWING CERAMIC TILE I 0 ` i4��'MRiNNM�11��M ���M.��■ IM. ���I�MA�Iw�r�■/r11M�lli�. ■ ■M� ■■ IaA0m W too INN fop .��■ �yll�ll��M•IRA��1■ 1M�:. • .�jK I. 1 ■Nr���w�r� ra•�� ��•I � - WALL HYDRANT (SEE PLUMBING DWG'S.)--� STEPPED CERAMIC TILE COLOR BANDS SUPPLIED & INSTALLED BY OWNER CLEAR ANOD. ALUM. DOOR FRAME & 1/4" CLEAR TEMP.GLASS PRE -FIN. ALUMINUM D COPING TO MATCH WHITE BLOCK (TYP.) SMOOTH -FACE WHITE BLOCK ® TOP COURSE T.O.M. ELEV. 0 19'-4" rM RED CERAMIC TILE WALL PLAQUE W/ WALL -PACK LIGHT FIXTURE. (TYP.) (REFER TO DWG. Al2 & ELEC. DWGS) SMOOTH -FACE LT. GRAY BLOCK ® TOP COURSE T.O.M. ELEV. q�® 20'-8" A.F.F. CERAMIC TILE (RED) CERAMIC TILE (YELLOW) �*--- CERAMIC TILE (GREEN) w--- CERAMIC TILE (BLUE) --CERAMIC TILE (RED) FINISH FLOOR LINE CONC. CURB - AS SHOWN (TYP. DET. ON SHT. C3) E DASHED LINE INDICATES ROOF SLOPE BEYOND WALL 2 SMOOTH -FACE WHITE $ 3 BLOCK 0 TOP COURSE HOODS SUPPLIED BY TRU & INSTALLED BY THE CONTR. - __ T.O.M. ELEV. _ -- ------ 018' 0" A. F. F. 0 FACTORY FIN. ALUM. COPING -COLOR TO MATCH 8LOCK WALL PACK -SEE ELECT. DWGS. 16'-8" T.O.M. IN -- --- --------------- --- ---------- ----s -- -- - -- FINISH LEIGENERAL OCI � / FLOOR TE: SOUTF�F_Vf�TION ONLY DOWNSPOUT W GUARD CONTRACTOR TO PROVIDE: (SEE SHT. A3 & All) 1) ALTERNATE BID FOR SMOOTHFACE 1. EXTEND SPLIT FACE BLOCK ONE COURSE BELOW DOCK SEALS W/ ADJUSTABLE SMOOTH -FACE CMU GRADE & SIDEWALK (EXCEPT ® CART CURB) HEADS (SEE SHT. A3) LI L BEHIND DOCK SEALS CONCRETt BLOCK IN COLORS INDICATED - SEE CIVIL DWGS. FOR FINISH GRADES. DOCK BUMPERS SEE SHT. A3) SMOOTH -FACED 2) ALTERNATE BID FOR STANDARD GRAY ( WHITE BLOCK 2. UNLESS NOTED OTHERWISE, COLORS FOR ALL " CONCRETE BLOCK, 6 WALL PROJECTION (SEE SHEET A3) COPINGS, GUTTERS & DOWNSPOUTS TO MATCH -FILLED C.M.U. CELLS SOLID WHITE CONC. BLOCK. W/ GROUT TO ll'-4" A.F.F. IN X'ED AREA 3. ALL EXTERIOR WALLS TO HAVE INSULATION INSERTS PER SPECIFICATIONS. ILLUMINATED SIGN FURNISHED A.1 A C B BY TRU & INSTALLED BY EQUAL EQUAL CONTRACTOR - ELECTRIC LINES PRE -FIN. ALUM. 2 & CONNECTIONS BY E.L.C. 14'-0" SPLIT -FACE COPING TO MATCH 8 11 CERAMIC TILE COLOR BANDS WHITE BLOCK DASHED LINE INDICATES \ WHITE BLOCK (-(YP.) - ---� 1 (SEE FRONT ELEV. FOR COLORS) - - __T.O.M.= — ROOF SLOPE BEYOND WALL " WALL -PACK LIGHT FIXTURE- (TYP.) SEE ELECT. DWGS. SMOOTH -FACE LT. GRAY BLOCK T.O.M. ELEV. ® TOP COURSE ® 20'-8" A.F.F. -� PAINT H.M. DOORS &- FRAMES TO MATCH 5 -0" Z) - STL. PIPE RAIL ADJACENT BLOCK 0 11- (PAINT GRAY) =1'-10" REFER TO STRUCT. CONC STAIR DWGS REFER TO STRUCT. DWGS. WALL PACK - SEE ELECT. DWGS. ROOF HIGH POINT ROOF LOW POINT- 3/4" RECESSED FREEZE -PROOF WALL HYDRANT "JOSAM" OR APPROVED EQUAL. MOUNTED ® 18" A.F.F. DOORBELL (SEE ELECT. DWGS.)- 1 r �IirJr�rTlow rf��7 -- c SPLIT -FACE LT. GRAY BLOCK SPLIT -FACE WHITE BLOCK - 1.6 IN - 6) T 01 11 2 PAINT H.M. DOORS AND FRAMES 'TO MATCH 4 ADJACENT BLOCK 8 -BLOCK TO MATCH ADJACENT WALL (TYP.) 1 PRE -FIN. ALUM. GUTTER TO MATCH WHITE BLOCK WALL PACK -MOUNTED 6" BELOW GUTTER (TYP.) SEE ELECT. DWGS. - 8 - SM EYTH=1= ACE- - PAI T P&L-#2242---- T TYSBUR . 4" DIA. BOLLARDS PAINT TRAFFIC YELLOW (TYP.) 4873 FIN. FLR. exit 01 CLEAR ANOD. ALUM. DOOR FRAMES W/ 1/4" TEMP. GLASS. r ' �T COL 1 1 8" SMOOTHH-FACE - CONC. BLOCK W/ HORIZ. REINF. ® 16" 0.C• - OFFSET STEEL LINTEL ® DOOR #4 (REFER TO STRUCT. DWGS. FOR REQUIREMENTS) S ALAN ® EXTE OR SIDE `-4 OF FRAME PERIMETER �, -PAINT TO MATCH GRAPHICS CONTRACTOR TO PROVIDE z -- 6" CLEAR ANOD. ALUM. TRANSOM FRAME W/1/4" CLEAR TEMP. GLASS. - ® #2 & #4 i D CONC. BLOCK (BEYOND) FLUSH W/DOOR Oq- SLIDING POCKET DOOR. g (SEE DOOR SCHED) SIM. 5/8 4" 4 DETAIL DOORMATIC HEAD 5 9 9 SCALE: 1 "=1'-0" A 6 TOP COURSE TO 9 9 BE WHITE SMOOTH FACE CONIC. BLOCK TOP OF MASONRY 12" WHITE SPLIT FACE 1/2" DIA. EXP. BOLTS 11 5 8 i ® EACH CORNER D00 y1 CERAMIC TILE 7 /8" COLOR BANDS DOOR #5 ONLY _ CONT. TREATED 3/4" EXTERIOR SURFACE MOUNTED - MOUNTING PLATE - Y� AIR INTAKE GRADE PLYWOOD SLOPED TOP PLATE & CONT. TREATED 1"X2" SIGN BOX BY TRU - = WOOD NAILER. AIR CURTAIN UNIT = CONT. TREATED 1 1/2" WOOD ALUM. TRANSOM NAILER ANCHORED TO BOND FRAME W/(1) VERT BEAM W/ 1/2" DIA. ANCHOR INTERMEDIATE _ BOLTS ® 4'-0" O.C. _ MULLION BY CONTR. SWITCH 1tK S A S S- TOP OF MASONRY OF FRAME PERIMETER , _ w O r7 � i 1/8" A CONT BEAD OF SEALANT � (TYP ® BOTH SIDES) PLATES ALUM. PLATES EACH SIDE OF TRANSOM FRAME z `` n N 12" REINFORCED CONC. ANCHOR PLATES o ~ BLOCK. (REFER TO EXT. TO FRAME W/ FLAT- d ELEV. FOR COLOR & TYPE HEAD SHEET METAL AND TO STRUCT. DWGS. SCREWS (COUNTERSUNK) FOR REINF'G REQUIREMENTS. ® G" O.C. SCREW FINISH TO MATCH PLATES BY CONTRACTOR 05 01 T A i_ Irma !evirw, WE'll 045 EPDM MEMBRANE FLASHING (CONT.) �- PRE -FINISHED ALUMINUM COPING W/ CONT. CLEATS 0 BOTH SIDES (COLOR TO MATCH CONC. BLOCK) A' N "*__`--TOP COURSE OF MASONRY TO BE WHITE SMOOTH -FACE \ CONIC. BLOCK CONT. REINF. CONIC. FILLED BOND BEAM (SEE STRUCT. DWG'S.) — PARAPET WATERPROOFING (SEE SPEC.) 7/8 3/4 SIM. (DOOR #1 TO BE FLUSH DETAIL COPING 0 5/8 4" W/ EXT. FACE OF MASONRY) 6 PARAPET WALL 5 DETAIL DOORMHATICEAD 9 9 SCALE: 1 1/2 "=1'--0" 5 9 9 SCALE: 1 "=1'--0" A "CONC. BLOCK W/HORIZ. CONT. BOND BEAM, GROUTED SOLID. REINF. rP 16"O.C. VERT. (REFER TO STRUCT. DWGS. FOR (SEE STRUCT. DWG'S FOR REINF. REQUIRED) VERT. REINF'G. REQUIREMENTS PARAPET WATERPROOFING & COUNTER FLASHING (TYPICAL) SEE SPEC. 7 1 CONT. 4" FIBER CANT 9 9 BY ROOFING CONTR. BUILT-UP ROOF & RIGID INSULATION (SEE SPECS.) TOP OF STEEL 1 (HIGH POINT) \ / REFER TO STRUCT. - DWG'S FOR STEEL FRAMING & DETAILS ANCHOR RUNNER NOTE: FOR LOCATIONS OF BOND BEAMS SEE STRUCT. DWGS. (TYP.) A.1 REFER TO STRUCT. DWG'S FOR STEEL FRAMING & DETAILS - - - TOP OF STL .6 9 9 7 7/8" 3 3/4" A s 9 11 5 8" TOP COURSE TO \ - TOP OF MASONRY BE WHITE SMOOTH i FACE CONC. BLOCK 12" WHITE SPLIT FACE TOP COURSE TOBE WHITE SMOOTH "CONC. BLOCK W/HORIZ. FACE CONC. BLOCK REINF. ® 16"O.C. VERT. (SEE STRUCT. DWG'S FOR VERT. REINF'G. REQUIREMENTS g7g 99 -- ` 1 TOP OF STEEL _ r (HIGH POINT) _ REFER TO STRUCT. ti�ti� l'I DWG'S FOR STEEL {� • FRAMING & DETAILS TO BEAM----Ii HOLD DRYWALL 1/4" BELOW STEEL - CASING CAULK AROUND BEAD PENETRATION THRU DRYWALL ALL ELECTRICAL CONDUITS TO RUN DOWN THROUGH I I I CHASE WALL 2X4 SUSPENDED MTL. CLG. GRID W/LAY-IN ACOUS. CLG. 1 CERAMIC TILE COLOR BANDS PANELS (DO NOT HANG OFF 9 12 METAL ROOF DECK TYPICAL) \ - I PROVIDE HOLD DOWN CEILING CLIPS FOR SECURITY. j 1 CERAMIC FILE cn N 9 1 GOLORBANDS 2 DRYWALL OVER 6" STUDS 8" SMOOTH -FACE CONC. 04 0 24" 0 G BLOCK W/ HORIZ. REINF. cn MASONRY WALL TO 1 - " 8" SMOOTH -FACE CONIC. � ®16 O.C. BEHIND i I k UNDERSIDE OF DECK 9 1 T— CERAMIC TILE BLOCK W/ HORIZ. REINF. ® - (TYPICAL 0 DOORS 02 & 04) ¢ of STEEL LINTEL SEE �r 16" O.C. BEHIND CERAMIC TILE— I PROVIDE STEEL CHANNEL ,,, , ( FOR GONDOLA AT FRONT z STRUCT. DWG'S.) o STEEL LINTEL (SEE 4 WALL. J PAINT THE EXPOSED z SURFACES TO MATCH STRUCT. DWG'S.) I 5 9 9 GRAPHICS: I o U o � ENTRANCE SIGN BOX o ® o BY TRU. (REFER TO ALL CELLS IN BLOCK WALL I CONT. BEAD OF SEALANT TO RECEIVE KORFIL' INSUL, m ® FRAME PERIMETER ELECT. DWG'S.) I INSERTS (SEE SPECS) (TYP. 0 EXT.) rn o CAULK ® INT. VA 8" SMOOTH FACE CONC. BLOCK W/HORIZ. = CLEAR ANOD. ALUM. WINDOW FRAME WITH 1/4" TEMP." REINF. ® 16O.C. VERT. o ui CLEAR ANOD. ALUM. SLIDING \ / a> POCKET DOOR W/ 1/4" (SEE STRUCT. DWG'S FOR i s GLASS (CENTER FRAME TEMP. CLASS (REFER VERT. REINF'G. ON COL. LINE A.) N z ' TO DOOR SCHED.) REQUIREMENTS O° U • r \-� CAST STONE SILL W/ CONT. (DOOR #5 FRAME TO BE \ DRIP EDGE, ANCHOR 48" i FLUSH W/INSIDE FACE `� O.C.-GROUT SOLID IN BLOCK m OF MASONRY WALL) Qj 0'� COLUMN BEYOND a> CELL, NOTCH SILL 0 COLUMN i in i ►, i 'R CAST STONE SILL BEYOND 8" WHITE SPLIT FACE CONT' WALL BUMPER CONC. BLOCK W/HORIZ. 1" C GUARD (SEE SPEC.) REINF. ® 16"O.C. VERT. SPLIT FACE CONC. & "KORFIL" INSUL. (SEE F; STRUCT. DWG'S FOR VERT. BLOCK BEYOND d i �n N PAINT UNDERSIDE OF MASONRY & STL. LINTEL TO MATCH WALL 1/2" 9 �_g 11 Ln R REINF G. REQUIREMENTS s N CONC. CURB BEYOND i _ _ T CONC. SLAB N (SEE STRUCT. DWGS.) o SEALANT 0 EXP. JOINT a (TYPICAL ® ALL DOORS) FINISH FLOOR _ FIN. FLR. ¢F GRANULAR FILL CONC. WALK& CURB R o FLOOR MOUNTED (SEE SHEET C3) CANT. ANGLE GRANULAR FILL 1 WALL SECTION STIBULEE 2 WALL SECTION I TFIRU SERVICE A 7 7/8" 3 3/4" CONT. BEAD OF ROOFING SEALANT BETWEEN MASONRY AND COUNTER FLASHING----, 12" REINFORCED CONC. BLOCK (SEE EXTERIOR ELEVATION FOR BLOCK TYPE & COLOR, & THE STRUCT. DWGS. FOR REINF'G 0 REQUIREMENTS) u: o� � o J Q COMPRESSIBLE z o INSULATION---�� � F- 0 Y O Z �u O 2 co PARAPET WATERPROOFING (SEE SPEC.) CONT BEAD OF SEALANT. CONT "FRY" MASONRY TYPE METAL REGLET INSTALLED PER MFR'S RECOMMENDATION. /--CONT METAL SPRINGLOK FLASHING (SEE SPECS. vwv- ,,-MTL. TERMINATION BAR ANCHORED TO MASONRY w/DRIVEPINS & NYLON RAWLS ® 12" 0. C. - rCONT. FIBER CANT STRIP & 6" WIDE X THICKNESS OF INSUL. TREATED WD. NAILER (SECURE TO METAL DECK W/ MECH. FASTENERS ® 2'-0" O.C.) F - CONT. DERBIGUM FLASHING PLY (EXTEND 14„ UP PARAPET 12" MIN. 18" MAX.) T.O.S. CONT. REINF. CONC.-� �- FILLED BOND BEAM (SEE STRUCT. DWG'S.) LZ � I I BUILT-UP ROOF W/ GRAVEL SURFACE OVER RIGID INSUL. & METAL DECK I® BEAM BEYOND (REFER TO STRUCT. DWG'S. FOR STEEL ANGLE, ROOF DECK & BEAM REQUIREMENTS) I LINE OF COLUMN IN WALL BEYOND 11 5/8" (SEE STRUCT. DWGS.) DETAIL WALL ® ROOF PARAPET 9 9 SCALE: 1 1 /2"=1'--0" `-CONT. BOND BEAM, GROUTED SOLID. (REFER TO STRUCT. DWGS. FOR REINF. REQUIRED) PARAPET WATERPROOFING & / COUNTER FLASHING (TYPICAL) SEE SPEC. A,1 CONT. 4" FIBER CANT �R BY ROOFING CONTR. / REFER TO STRUCT. BUILT-UP ROOF & RIGID DWG'S FOR STEEL BOTTOM CHORD INSULATION (SEE SPECS.) FRAMING & DETAILS OF JOIST 1 Pew§' 11 ;-zi, -� r, r,4 r, _ TOP OF STEEL AN r` I II 5 II SIGN PANEL TRANSOM � I SLIDING POCKET DOOR I / BEYOND. E SEE DOOR I Ilow 12" WHITE SPLIT FACE "CONC. BLOCK W/HORIZ. REINF. ® 16"O.C. VERT. (SEE STRUCT. DWG'S FOR I 7 VERT. REINF'G. - REQUIREMENTS 01 \ ALL CELLS TO RECEIVE ) "KORFIL" INSUL. INSERTS (SEE SPECS.) -CONT. WALL BUMPER GUARD (SEE SPEC.) <V CONC. WALK& CURB \ (SEE SHEET C3) , GRANULAR FILL ANCHOR RUNNERS I CASING TO BEAM \ I I BEAD HOLD DRYWALL 1/2" BELOW STEEL CNAULK AROUN I ALL ELECTRICAL CONDUITS ALL PENETRA IONS I TO RUN DOWN THROUGH IN CHASE WALL CHASE WALL 2X4 SUSPENDED MTL. CLG. GRID W/LAY-IN ACOUS. CLG. PANELS (DO NOT HANG OFF METAL ROOF DECK TYPICAL PROVIDE CUPS FOR OLD DR TTYY CEILING SECU1/2" GYP. BD. I i 6" 20 GA. MTL. STUDS ATTACHED TO 6" STUDS W/SHT. MTL. SCREWS 12" O.C. 6" 20 GA. MTL. STUDS I 16" O.C. TO EXTEND TO UNDERSIDE OF STL. BEAM ABOVE 0 7 5/8% I I 1'-1 1/2" 1 + o3 1/2" GYP. BOARD CEILING I ON 6" 20 GA. METAL 7 1/2" STUD/JOISTS ® 16" O.C. (TYPICAL) ALL CELLS IN BLOCK WALL 7 TO RECEIVE "KORFIL" INSUL -- INSERTS (SEE SPECS) I i 1/2" GYP. BD. ( i j—t 8" SMOOTH FACE CONC. BLOCK W/HORIZ. REINF. ® 16"O.C. VERT. I (SEE STRUCT. DWG'S FOR I VERT. REINF'G. REQUIREMENTS I (I CONT. WALL BUMPER GUARD (SEE SPEC.) I ONC. FLOOR SLAB (REFER TO STRUCT, DWG'S.) FINISH FLOOR R WALL SECTION VESTIBULE 8'10 5 9 SCALE: 1 /2"=1'-0" N 41 'I�I Jj C9 - i. � ROOF, 1 FLAN V SCUTTLE 10 101 SCALE: 1/2 "=if —on SEE DETAIL 2-10-10 FOR SIMILAR NOTES ON ROOF SCUTTLE TOP HOOP — ® 15'-0" A.F.F. 5"x3/8" STL. CAGE HOOP ® TOP & BOT. OF CAGE — U I A 2"x3/8" STL. CAGE HOOP ® INTERMEDIATE INTERMEDIATE HOOP ® 12'-0" A.F.F. 2"x1 /8" STL. CAGE VERTICALS (TYP.) - O ANCHOR LADDER I BRACKETS THRU ,q- GYP. BD. TO NESTED STUDS w/12-24 HWH TEKS/5 SCREWS. BOTTOM HOOP - ® 8 -0 A.F.F. C4 LADDER RAILS 0 3/4- R RUNGS ®/ 12" O.C.------- "'_ Q SECURE RAILS TO 00 CONC. FLOOR SLAB w/ CLIP ANGLE WELDED TO RAIL & 1/2"0 EXP. BOLT TO CONC. SLAB - FINISH FLOOR CAGE VERTICE (TYP.-) CAGE HOOPS SAFETY CAGE SECTION A —A GALVANIZED FACTORY FINISH BILCO TYPE (OR EaUAQ ROOF SCUJTL: —, INSULATED CURB J CANT & FLASHING BY ROOFING CONTRACTOR. I I I I I I I w + IM 3EE STRUCT. FOR FRAME ALL VAY AROUND. CONNECT TO 7" � ;TRUCT. MEMBERS FOP HOOP OF STEEL CAGE, WELD FO STEEL FRAMING ® ROOF )PENING. A NOTE: PROVIDE (2) 6" 16 GA. MTL STUDS (NESTED) BEHIND LADDER BRACKETS (TYP.) PROVIDE (2) 6" 16 GA. MTL. STUDS (NESTED) BEHIND LADDER BRACKETS (TYP.) ETA I L SADDER CAGED 3 $ 10 10 SCALE: 1 /2" = 1'—O" CONDUIT WEATHERHEAD BY ELC. POURABLE SEALANT TO 1/4" BELOW TOP 1" 0 MIN. CONDUIT OF PITCHPAN. BY ELC. _ 20 GA. GALV. MTL. X COMMUNICATIONS PITCHPAN w/HEMMED CABLING. (BY OTHERS) DOUBLE WALLS. CD BUILT-UP ROOFING — CONT. SEALANT OVER RIGID INSULATION MEMBRANE FLASHING TO LAP OVER FLANGES & EXTEND 4" ONTO_ _ L ROOF (TYP.) 4' 1 4' J 4"x4» /��7DETAIL PITCHPAN DETAIL 10 10 SCALE: 1 /2" = 1'-0" 1. 3'-0" (X 2'-61)) "'�'S, EC T1 O N S U TTOLE 2 10 10 SCALE: NONE zu STEEL FRAMING- 1/2" DIA. BARS FRAME ALL 4 SIGLE--j I EGL 1/2"DIA. BARS ® 12"O.C. WELD TO BARS BELOW NOTE: INSTALL BELOW ALL OPENINGS (EXCEPT 0 ROOF SCUTTLE) M y--r A I ! THRU BURGLAR SCALE: 1 /2 L_ tf' � VENT W/ LEAD FLASHING (2 1/2 LB. MIN.) EXTEND FLASHING UNDER STRIPPING PLYS & OVER ROOFING BUILT-UP ROOF MIN. RIGID INSULATION METAL DECK r-►r—`r A l s THRU SCALE: 1/2 "=i $-of) ACRYLIC DOME THERMO—WELD PROCESS SANTOPRENE GASKET —� #12 S.S. SCREWS FIBER CANT BUILT-UP ROOFING CONDENSATE GUTTER NAILER 1" RIGID FIBER INSUL. ALUM. SELF FLASHING FRAME. SCREWED TOP OF DECK W/ FASTENERS & SPACING PER MFG'RS REQ'TS. PRESSURE TREATED 2x6 WOOD BLOCKING INSIDE CURB DIM. aw -- 92 1/2" X 92 1/2" METAL DECKING AND STRUCTURAL FRAMING ® OPENING SEE STRUCT. DRAWINGS NOTES 4, 4, 1. CENTER ALL SKYLIGHT UNITS ON JOIST. fYP. 2. SKYLIGHT UNITS SHALL BE MODEL # 9292-ASI-SF-2-MF-9" �— (SQUARE W/ MEDIUM TRANSLUCENT WHITE ACRYLIC GLAZING, MILL FINISH, AND 9" CURB) BRISTOUTE SKYLIGHTS, FURNISHED BY TRU, & INSTALLED BY CONTRACTOR. 3. SEE ROOF FRAMING PLAN SHT. S5 FOR SKYLIGHT LOCATIONS. r _SKYLIGHT CURB 10 10 SCALE: NONE CONTR. TO PROVIDE PADLOCK (REFER TO SCHED.) TREATED 2x6 BLK'G ALL WAY AROUND C4 LADDER RAILS (2'-0" WIDE) W/ 3/4" RUNGS ® 12" O.C., WELD TO STEEL CAGE HOOPS (SEE DTL. 3-10-10 FOR MORE INFO.) PROVIDE SLOT IN LADDER BRACKET 0 ROOF FRAMING FOR SUP CONNECTION. NOTE: PAINT RAILS, RUNGS AND CAGE P&L YELLOW. co O I O N 00 d- I O 2 co 10 5/8" 145-10" OVERALL 27'-7 5/8" 21'-0" 97'-2 3/8" 1.6 2 3 46'-6 3/8' 51'-0" 46'-6 3/8" 18'-10 3/4" CONT. GUTTER WITH 6" SQ. LEADERS. 3 &R EFEFOR A8 LOCATIONS 10 11 DETAIL #3 ON DWG. A11) I (LOW POINT OF ROOF) VING A F 2 W) 103 CONT. GUTTER WITH 6" SQ. LEADERS. 3 (REFER TO DWG'S. A3 & A8 FOR LOCATIONS 10 11 COPING COPING DETAIL #3 ON DWG. A11) BOOF SCALE: 1 /16"=1'-0" _ _0 10 5/8" '.NT STACK a Q1 N i F, O 0 4 i rn N O � i s; m m 0 vi O U rn N i c O -U O a i m 8 PRECAST STONE SILL. ' N DRIP 8" CONC. BLOCK ---- ` - A ALUM. JNDOW FRAME CONT. SEALANT BOTH SIDES 17 WALL BUMPER CAST STONE SILL DETAIL 9 11 SCALE: 1 1/2" = 1'-0" CONT. BOND BEAM GROUTED SOLID. (REFER TO STRUCT. A DWGS. FOR REINF. REQUIRED) TOP COURSE TO BE 11 5/8. SMOOTH -FACE CONC. 4" BLOCK. (REFER TO EXTERIOR ELEV. FOR L BLOCK COLOR) �. I TOP OF \. PRE -FIN. ALUMINUM COPING W/ CONTINUOUS CLEAT CONT. FIBER CANT BY ROOFING CONTRACTOR BUILT-UP ROOF ON RIGID INSULATION (REFER TO SPEC.) " 20 GA. MTL. STUDS 16" O.C. Z1/2" GYP. BOARD CEILING OM 6" 20 GA. MTL. STUD/JOISTS 0 16" G.G. (TYPICAL) 1/2' 8" CONC. BLOCK W/ O.C. VERT. & INSULATION INSERTS. (SEE DIM. R ELEVATIONS FOR BLOCK TYPE & COLOR) SEE STRUCT. DWGS. FOR VERTICAL MASONRY REINF. REQUIREMENTS. 1/2- GYP. BOARD 6" 20 GA. MTL. STUDS 0 16" O.C. TO EXTEND TO UNDERSIDE OF BEAM 4" VINYL BASE CONC. FLOOR SLAB (SEE STRUCT. DWG'S.) MKI FI P 1 II\I1= r; -- CAULK STANDARD SASH BLOCKS NEOPRENE MASONRY CONTROL JOINT STRIP SEALANT W/ BACKER ROD. SEALANT TO BE COLOR OF ADJACENT SURFACE FINISH EXTERIOR FACE OF MASONRY WALL P, THRU TYPICAL WALL 8W-E.,A I LCONTROL JOINT 8 1-11-1 SCALE: 1 1 /2"=1'-0" PRE -FIN. ALUMINUM COPING W/ CONTINUOUS CLEAT TOP COURSE TO BE SMOOTH -FACE CONC. BLOCK. (REFER TO EXTERIOR ELEV. FOR BLOCK COLOR) —� / CONT. BOND BEAM GROUTED SOLID. (REFER TO STRUCT. DWGS. FOR REINF. REQUIRED) ® ,-MEMBRANE FLASHING CONT. FIBER CANT BY ROOFING CONTRACTOR BUILT-UP ROOF ON RIGID INSUL. (REFER TO SPEC.) STEEL DECK & JOIST (SEE STRUCT. DWG'S.) STEEL COLUMN BEYOND (SEE STRUCT. DWG'S.) Lo r COL 8" CONC. BLOCK W/ O.C. VERT. INSULATION INSERTS. SEE DIM. U ELEVATIONS FOR BLOCK TYPE & COLOR) SEE STRUCT. DWGS. FOR VERTICAL MASONRY REINF. REQUIREMENTS, CONC. FLOOR SLAB (SEE STRUCT. DWG'S.) MKI M D I IAIC • o � '�. � � o o 0 Tr=_f1-�_T�-� - CONC. WALK & CART CURB (SEE DETAIL ON DWG. "C3") RIGID PERIMETER BUILDING INSUL. I RIGID PERIMETER BUILDING INSUL. 24" MIN. BELOW GRADE VERTICALLY EXTEND SPLIT -FACE CONC. 24" MIN, BELOW GRADE VERTICALLY EXTEND SPOT -FACE CONC. & 24" HORIZONTALLY. (TYP. 0 EXT. BLOCK ONE COURSE BELOW & 24" HORIZONTALLY. (TYP. 0 EXT. BLOCK ONE COURSE BELOW WALLS) SEE SPECS. GRADE. (THEN CONTINUE W/ WALLS) SEE SPECS. GRADE. (THEN CONTINUE W/ SMOOTH -FACE BLOCK BELOW) SMOOTH -FACE BLOCK BELOW) GRANULAR FILL GRANULAR FILL 1 WALLSECTION 2 WALL SECTION 10 8 11 SCALE: 3/4" = 1'-0" .10 8 11 SCALE: 3 4" _ 1'-0" (OPP. HAND) 4 SEALANT W/ BACKER ROD. SEALANT TO 10 5/8' MATCH COLOR OF 3" 7 5/8" ADJACENT MATERIAL. NEOPRENE MASONRY - CONTROL JOINT STRIP (TYPICAL) STEEL TUBE COLUMN X4 COL FRONT/REAR SIDE rNQEj OF CONTROL JOINTS ® WALL COLUMNS 8 11 SCALE: 1 1 2' =1'-0" 11 5/8" CONT. PRE -FINISHED ALUM. PARAPET COPING BEYOND 7 5 8" 4' CONT. WATERPROOF MEMBRANE BEYOND -- PRE-FINISHED METAL TERMINATION BAR BEYOND + 6 11 1 ' + TOP OF MASONRY TOP OF STEEL_ TOP OF BOND -BEAM '- 1— I CONT. PRE -FIN. ALUM. GUTTER & LEADER. (SEE EXTERIOR ELEV. FOR COLOR REQUIRED) 2" WIDE PREFINISHED WHITE ALUM. STRAPS 0 5'-0" O.C. ANCHOR TO MASONRY w/DRIVEPINS & LEAD RAWL. (TYP.) �.4z_r'1' w c w z - Z J s 1 O w U Z O � � V � ti u: d w d cV I V i � N _ 1u,- w X Z) w � w Z_ 0 - O N ,Z I iU-) .- 00 4" STL. PIPE - BOLLARD, FILLED w/CONC. REFER TO DETAIL ON SH T. C3 CONT. .050 PRE -FINISHED ALUM. PERFORATED GRAVEL STOP W/ CONT. CLEAT. \ (COLOR TO MATCH GUTTER) - 8" SQUARE - 1/4" GALV. WIRE SCREEN 0 EACH DOWNSPOUT 11 1/2" WIDE X .050 PRE -FINISHED - ALUMINUM STRAP SPACER 0 2'-0" O.C. MAX. (STAGGER W/ BRACKETS) w z J O V d FRONT TO BE MINIMUM OF 1" LOWER THAN BACK fi M _ TOP OF MAS. EL TOP OF STL. EL. — TOP OF BOND BEAM T 1/8" X 1 1/2" WIDE GALV. STEEL z w BAR BRACKET 0 2'-0" O.C. MAX. WRAPPED W/ .040 PRE -FINISHED 11 w ALUMINUM TO MATCH GUTTER. J e ATTACHED TO NAILER W/ 3/8" X o o 0 2" LONG FLAT HEAD S.M.S. U u- Lz U U a a PRE -FINISHED .040 ALUMINUM 'i 4: L-: GUTTER ATTACHED TO WOOD a a a NAILER W/ NAIL AND 0 EACH o , o END W/ POP RIVET. (COLOR 1 1 1 TO MATCH BLOCK) PRE -FINISHED .040 X 6" SQUARE ROOF LEADER. (COLOR TO MATCH GUTTER)-------- BUILT-UP ROOFING ON TOP 2 COURSES TO RIGID INSUL. (SEE SPEC.) BE SMOOTH -FACE BLOCK — LINE OF CANT BEYOND ROOF SLOPE STEEL ANGLE, ROOF DECK & BEAM. (SEE STRUCT. DWG'S.) CONT. REINFORCED CONC. BOND BEAM. (SEE STRUCT. DWG'S.) vi C.i d ib OCK. O & INSULATION INSERTS ` TYPE & COLOR, AND STRUCT. DWG'S. FOR REINFORCING REQUIREMENTS) 0 STEEL COLUMN BEYOND N (SEE STRUCT. DWG'S.) NOTE: REFER TO CIVIL DRAWING TO DETERMINE IF DOWNSPOUTS ARE TO SHEET FLOW ACROSS SITE OR TO BE CONNECTED TO UNDERGROUND STORM SYSTEM. ALSO IF DOWNSPOUTS EMPTY ONTO LANDSCAPED AREA, OMIT THE PIPE BOLLARD - CONC. FLOOR SLAB (SEE STRUCT. DWG'S.) FIN. FUR. LINE FINISHED GRADE VARIES (SEE SITE PLAN) oc) m ca PAVING I TI _III_III-, �T-_ I RIGID PERIMETER BUILDING INSUL 24" MIN. BELOW GRADE VERTICALLY & 24" HORIZONTALLY. (TYP. 0 EXT. WALLS) SEE SPECS. GRANULAR FILL 3 WALL SECTION, 10 8 11 SCALE: 3/4" = 1'-0" PRE -FINISHED ALUMINUM COPING W/ CONT. CLEATS 0 BOTH SIDES. (COLOR TO MATCH CONC. BLOCK) _ TOP OF MAS. EL. VARIES M — — CONT. BEAD OF SEALANT. (TYPICAL 0 BOTH SIDES)--- TOP COURSE OF MASONRY TO BE SMOOT -FACE CONT. BOND BEAM GROUTED DWGS. FOR REINF. REQUIRED) -� CONT. FIBER CANT STRIP & TREATED 2x6 WOOD NAILERS (THICKNESS OF INSULATION) SECURE TO MTL. DECK W/ MECH. FASTENERS 0 2'-0" O.C. TOP OF STL. EL. VARIES 8" REINFORCED CONC. BLOCK. (SEE EXTERIOR ELEVATION FOR BLOCK TYPE & COLOR, AND STRUCT. SHTS. FOR REINFORCING REQUIREMENTS) STEEL DECK, GIRDER TRUSS & JOIST. (SEE STRUCT. DWGS.) TOP OF I SEE DE SIMILAR NOTES. TOP OF E F 9" 11 5/8" CONT. MODIFIED ASPHALT — MEMBRANE STRIPPING PLY 7 5 /8" 4" CONT. TREATED SOLID WOOD NAILER TO MATCH THICKNESS OF ROOF INSUL. (SECURED TO BOND BEAM WITH 1/2" DIA. ANCHOR BOLTS 0 4'-0" O.C.) BUILT-UP ROOFING ON RIGID INSULATION. (SEE SPECS.) ROOF SLOPE - - -- - n a — _ STEEL ROOF DECK, JOIST & CUP ANGLE (SEE STRUCT. DWG'S.) \ -- CONT. REINFORCED CONC. FILLED 8" REINFORCED CONC. BLOCK. (SEE EXTERIOR ELEVATION FOR BLOCK TYPE & COLOR, AND STRUCT. SHTS. FOR REINFORCING REQUIREMENTS) 111�- - - - COLUMN BEYOND 6 DETAILTHRU GUTTER 11 11 SCALE: 1 1/2" = 1'-0"— m 6 1 10 5/8" 758" 3" C-: 1 v x MEMBRANE FLASHING EXTEND FROM OVER TOP PLATE DOWN OVER TERM. BAR 4 CONT. ALUM. TERM. BAR w/ DRIVE PINS & NYLON RAWLS 0 12" O.C. CONT. BASE FLASHING (EXTEND TREATED WD. BLOCKING) 00 I BUILT-UP ROOFING ON RIGID INSULATION. (SEE SPEC.) z I � O DE1AIL DE WA LAGER THRU 3 11 11 SCALE: 1 1/2" = 1'-0" 4`�DETA 11 11 SCALE: --11-11 FOR PET & ROOFING ROOF JOIST & METAL DECK (SEE STRUCT. DWG'S.) JL FRONTHRUPWALL @ ROOF ism Revisions <v `o u� nl ci cn N Q) p o I I. 0 I 0 Cl N) rr L o to I I I I r I c� u rn I 0 a pr I ) 72'--9 5/8" M.O. 72 TILES © 12" NOM. & 73 EQ. JOINTS - COLOR -YELLOW - 2 CERAMIC TILE - COLOR -GREEN - 3 2 'j J COLOR BAND --- COLOR -BLUE - 4 SYMMETRICAL ABOUT THIS CONTROL JOINT r NT E L EVA LEFT � 1 STORE F R ON FRO"NT ELE'VATIO'N RIGHT SIDE HA'N'flu" SCALE:' 3/3" 1 �_C- Ell PARTIAL_ TILE FLOOR LINE 4 TILE 12" NOM. 1 4 EQ. •ITS 1. CONTRACTOR I`7 RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING 3. CERAMIC TILE: AS MANUFACTURED BY OTHERS FURNISHED BY DIMENSIONS & MODIFICATIONS AS REQUIRED TO MAINTAIN COLOR TOYS "R" US, INSTALLED BY CONTRACTOR IN COLORS Al BAND CONFIGURATION. ALL. ANSI REQUIREMENTS & MANUFACTURER'S QUANTITIES AS INDICATED. RECOMENDATIONS WILL BE STRICTLY ADHERED TO INCLUDING, BUT NOT LIMITED TO FULL BED TILE COVERAGE, INSTALLATION TEMPERATURE RANGE 4. 111-E WILL BE SHIPPED F.O.B. TO SITE. CONTRACTOR TO RESTRICTIONS, AND 1 YEAR GUARANTEE REQUIREMENTS, ETC. REFER -To : VERIFY AMOUNTS & CONDITION OF TILES PRIOR TO MANUFACTURER'S PRODUCT INFORMATION. ACCEPTANCE AND CONTRACTOR TO FIELD VERIFY ALL QUANTITIES BASED ON SPECIFIC PROJECT REQUIREMENTS. 2, EXTERIOR MOUNTING DETAILS FOR CERAMIC TILE COMPOSITE ASSEMBLY ARE BASED UPON USG DUROCK EXTERIOR CEMENT BOARD SYSTEM. ALTERNATE SYSTEMS DESIGNATED WITHIN SPECIFICATION MAY BE UTILIZED BY CONTRACTOR PROVIDED SYSTEM IS COMPARABLE IN QUALITY AND APPEARANCE. Y:mRAau9i6'lfs'SiJIIGitLYFd61tL4TRLi"iiR[EL1i0lG&1[J Y' ' Sy-,;}yzf-:...,xra�„`.4:II1GY�(YtA'.Ctiif W36J"'••-r r,....� ^--....o-i�.s....rm...�,.asr.�:.F�iLl18!"'�.: '• ,••.•ncz.na�..-_,an.. l'LY1.1S16XX •,-':•,..rs^'. a•.:,.:axv��ii'A'fi2T8VSCSY= �2�+YLiti4[Y ._ TILE MA-rERIAL LIST _ - COLORS PROTOTYPE THIS ORDER 12x12 8x8 12x12 8x8 1 RED, 96 174 2 YELLOW 92 — 84 3 GREEN 88 84 — — r 4 -�- - -- BLUE — 84 84 ---._ TOTALS 360 �426 i GQ QUANTITIES IN THE "THIS ORDER" COLUMNS MAY NOT ACTUALLY MATCH PROTOTYPE QUANTITIES MATCH JOINT WIDTH CONTROL JOINT SEALANT - (WHITE) STYROFOAM BACKER ROD AT ALL CONTROL JOINTS 3" NTH ITT DETAIL 07� kl2 l2 SCALE: NONE II NOTE: ALL SMOOTH -FACE MASONRY SURFACES 1O BE MASKED OFF FROM WATERPROOFING TREATMENT TO ALLOW FOR MAXIMUM BOND BETWEEN MASONRY & GROUT BED FOR CERAMIC TILE BANDS. 21 TILES (WITH RETURN) ® 8" NOM. + 20 JOINTS "'T - ELEVO LEF 'IDE FROIN"T ELEV, RETURN ELEV. LEFT SIDE BLD 0 fm`%ETUl��p9yp $�pQ'p ELE aJ1 , .�(•py�ai'Q-IDE L. gEv EL D G, l(C'-'s H T E P o A s N%A D ��.S3S'uYrreav-v�-,y,�..�v_S.SS?TJ84�-c..:rn.m ..il'�(':�.LtTt�`^-r.�-� ••-gY4l�6L^l.:"' - .��.r_IPa�.o-..r..u.swa . TJCII]_0L7.•JSfG•�: ^9�'i4T3 L!RilY.:.L` t��1'6:L� ^^u..�ci{y �.�}g SEA{4""-"^^ .-���1'i�:a'hZ+u(h"+.� •a•r•'•-L6�•�a�".-.-1'J:>kSL'YP.f-��x=�'3iS� if Irv--. c^'.:�`:�� p:G ae.in. .�.•� =—,g� _�>,.���u:�..�.�� ��.�.,...�;,.�..�:i>�>:�_,>�•---K,r�,.,..�._-.. � ,.��^�.,r . �, �-ia.:s - - - �L.t.>��.�.-:.�:� ��.,`•�,:�,�.a-..�:�,�:..�»��� �.en.,„�..__,.m.: .�,.:.%� .,,,",,,.,� _r..,,,rr,,."� SCALE: 3I" V--Q" _ (FIELD_ VERIFY INDIVIDUAL CONDITIONS O 3 Au-. STORIES) SCALE: /S" .i,_U" TILE WALL (12 - 8" TILE) PLAQUE AT LIGHT FIXTURES ON FRONT ELE� (SEE DWG. A-8 JOINT SEALANTS (WHITE) --l—All n ♦ nvr-n Inn 3/4"` _ _ 2 5/8" (TO MASONRY WALL) DETAIL SCALE: 1 "=1" 7/8" SETTING BED La1/8" SKIM COAT ca P MTL HAT CHANNELS -� ui BEYOND 0 16" O.C. VERT. 0 1/2." DUROCK CEMENT -- BOARD w/WATERPROOF BARRIER ATTACHED TO BACK SURFACE. (15# BUILDING .FELT OR 4 MIL POLYETHYLENE LAYER) - WHITE PREFINISHED --� ALCOA WALL TRIM F5S1 (3) .032" WHITE TE CAULK JOINT CERAMIC TILE 5/16" THICK MTL. HAT CHANNEL BEYOND 0 16" O.C. WHITE PREFINISHED WALL TRIM F5S1 (3 WHITE CAULK AT J1 WHITE PREFINISHED ALCOA WALL TRIM F 5S1 (3) MODIFY o AS REQUIRED SMOOTH FACE MAS (TYP.) DUROCK CEMENT BOARD-----�` LAMINATED 'TO BLOCK w/ THINSET & ;TEMP. FASTENERS METAL ClSURI 7/81' X 1 3/8" r' r_ j — f -4 3/4DETAIL ---- - --- ----- f s� WI-IITE PREFINISHED ALCOA WALL TRIh1 - F 5S1 (3) - ENCLOSE /16" 3/4" STEEL LINTEL PLATE � - - - T SCALE: 1 "= 1" D 1—A 7/8" MTL CHANNEL (VERT) FOR WIDTH OF VERTICAL SYMMETRICAL COLOR BAND 1 RED (1) EQ. it 7/8" F /Q" "T' CHANNEL. VCRT.) _— JOINT S (WHITE) a A JOINT SEALANT (WHITE) 5 GL-I_:Z f ip ca n r YELLOW (2) GREEN (3) 11 7/8" 11 7/8' J EQ. EQ. - 7/8" MTL. CHANNEL CHANNEL 0 12" O.C. VERT. 4'-0" (HOLD) f� BLUE (4) it 7/8" f PLANSEC71L7iV THRU TILE 8/\NFu"% DETAIL -..;yS6lA�y0.1gG-.}Z�SdMao SCALE: 1 " l " 1/4" DIA. TAPCON co ^_ MASONRY SCREWS @ - YELLOW (2) TOP, BOTTOM & MID- POINT, 2 1/4" LONG -� r O LLJ CJ _ �- B 7/8' 1212 ` ;o GREEN (3) STYROFOAM ----- BACKER ROD S FABRIC 7/8-1 FLASHING BLUE (4) / c 1 r i MORTAR JOINT RECESS SMOOTH FACE BLOCK 1/2" 0 CERAMIC TILE COURSES BACKER ROD AT JOINTS 7/8" CHANNELS ® 16" O.C. (VERT.) 7/8" MTL. CHANNELS HORIZONTAL AS SHOWN NOTE: PROVIDE WATER PROOF BARRIER BEHIND CEMENT BOARD AT 3 COURSES (TYP. VERT. & HORIZ. BANDS) NOTE: ALL CHANNELS TO BE MINIMUM 20 GA. a \ / 7 5 " 4 Co co STORE FRONT 9 0 1 N TA a R U 1 TILE r"AN' w U` 9 12 SCALE: 'i i /2" _ 1'---0"� STEEL LINTEL PLATE Q'R'TTut3-l•14'K'NaK: '.{ r� {•si••�K. 2. tH..yr \✓• . .c:ti r;1 i Ty i4 .......... n>r-,u ,� ,..,;�. 4�... � :�• -sit; 1 M r �. . ..... ti i 1 x • r • • sr .. • 121001 C � x s„ �r �Y s,'VA a� 4 AA a ,� �. �.'.1Y ,f ' 1 YI .+yrss•'.3 .` l �� 1 J. +r �.fa:i a r t Gt ' � r r;'� 1 • i/11 �� 1N i i1 l� vj f �t *11 COAT ROD AND SHELF ----N (2) TABLES MICROWAVE CABINET ELECTRIC WATER COOLER - NIT R 4 81-0" OF LOCKERS 21'-4" CE: AREA PLAN SCALE: 1/8"=l'—O" 2'--7 1/2" ROD COUNTER 2'-0" PACKAGE CHECK-_S__O 1/4" 3'- 0 1/4" � PRINTERS REFUND n COMPUTER COUNTER COUNTER —`_�­­ C-4 faEFUNv AREA PLAIN SCALE: 'l/c3pj=lf-0" CD O O Lu (,n CD COAT ROD AND SHELF PASS THRU WINDOW l � CPU COUNTER 4LSERVICE AREA j }{OLD REGISTER 22'-4 1/2' 10 INTERIOR FACE OF BLOCK WALL 3 E"ICE PLAN S V (.o' U & S Q-1 JIF2 SCALE: '1 /8 =if—o" lLDlN(3"' Fkrj%nvTAUE A CH.AR,r SALES PRE—SiAZES BUILDING PRE TOTAL OU ILDING SQ. FT. SQ. FT. SQ. FT. Q. SQ. FT. 310 K Pl R OT 0 20,137' 7,26.2' 30,72 30,724' THIS PLAN 20,137' 7,262' 30,724' 30,724' 10 7 5/8' =IL4) 4'-5 3/4" 4'-6 3/4- 4'-5 3/4" J'7-'- 4'-0" 21'-1 4'-0" X 25'-1 1/2" 4'-o" X 25-1 1/2' _x �fl E -_ --- 6 d E oill, - 54'-/4" 4!-5 3/4- - V-8X 4'-6" /c6 34' n < - i T- 4'-Q" X 21'-1"14 NO RACK AREA 4'-0" X 25-1 1/2 to 3 _2 ROOF LADDER 4'-- 5 3/4' 10 1/4- X 25-1 112" 4-5 3/4 ID L X 16'-1 4'- 5 3/4 4'-0" X 29'-4 1/2" I M S-4' M.O. 4'-6 1/4" 4'--5 3/4" 7'­6" X 28'-10" 4'-5 3/4" 1'-8" X 8,-6 - ---- I �� - - i _ 3 10 X 20' -2%z DIAPER FIXTURE 10 1/2" X 35'-1"­ 2'-0 1/2' X 4*-C 22 22' _2i 6'- 1 6 3/4' 6-1 L6 w -4 Vt 2 22 2- 22 _?2 _22 `2 F T 0" C4 -1 .1 -1 -1 1 1 - .1 c 22 2 2 0 xi M CO 6 3/4" Iwo X co, cli cli 6 3/4" 10 5/8. 7 5/8" z z z Ld 0 C_ n r � MISAR EXITT F E103ARTS-1 / —7-CARTS — — — — —6T -- — — — -- — EICCAR—T5J A 26'-6 1/4' 92'-9_2_&' 26'-6 1/4" 10 5/8° I 21'-7 1/4' 21'-7 1/4* 38'-7 1/2" 31'-1 3/8' 31'- 1 3/8" 10 5/8" 3. 3 1.64 169 b 4) 1 XTUR FIE PLAN,. PLAN NORTH -, Fil Fl SCALE: 1/16"=1'--O" I M �I ,x-.�..,, .escrlption M, o a.., ca'.. v.C- .x 1, 8 , �p r , d s .r o� y r Drawing References rd ,r l i r i �rta3 + L T BID DATE: ih 1' 1 BY: RRS PROTOTYPE DESIGN ATION: —1 .. •, s p i f3 `. 4� 2r QI �; ?s r y f a ' Voy 3- "1"51,919V t_ tNational A61 From Road Parom us, NJ 07652 r , r i • :1 nl , This drawing is the Exclusive Property of y4 Y. information• • z' riot be used norDrawings Reproduced t� without • • of �a } :,F AG :Y• f:'IS_...tR ..x .RUMP R Location aj ` .ff AINIFORD9 FLO 3 Drawing Title "'R U t!. k%..4S -' . H lu" Scale Date R A NOTED i r. 4i f-:V' iA H- IS4•s (t !._ ii'q... 'iJ T. 1� :.VL� .t, - ��� r v �a Sheet No. l' 1' "�'C .a�a�i. .:,.Y'r ;:M;:.irA'f. <y;.; Pi;=.,•:t, ;r1:,.,"+r;;' d'. �� a`"a :?'=�'t'�+i�.'r�"ri�'}. cl, 0 v, e a m N 0p I � 00 _ O [L' U 0 w 0 O 1 V I i i II u� Pn Of 1 to 0 a CD n. M f x 'r d3(CF iarr ;K'd ;c1a"t�r,n.T� _ - 10'-0 1/8" Revisions A BOTTOM OF DECK --�� NOTE: ALIGN STRIPE WITH No Date Description -- ELEVATIONS ON DRAWING # G1. PERMIT APPLICATION �t/� � �(/ . si+w-sucnnr sso••.••e,,.Jsisy - 4" PAINT STRIPE 9-441/2 8'-0" 9'-41/2" 8'-0" PAINT P1 �- � 8'-5 3/4"00 � - 1 _ �i 4" WIDE STRIPE PAINT P1 M CUNT. WALL BUMPER ��� CONT. 'MALL BUMPER rn •vac -- -.-_..--..-..v,v-^v>:nrvms__-....c.ay . 22'-D" -------_- GUARDS. (TYP.) _-�---- ---- GUARDS. (TYP.) - -- -- - - - �_ CONT. WALL BUMPER (SEE SPEC.)- �« � -- - �� --- - I -�-- - PI (SEE SPEC.)-- GUARDS. (TYP.) NOTE: (SEE SPEC.)rp \ r \\ ALIGN 4•" PAIN'r STRIPE -- — - r I � WITH ELEVATION "G" ON DRAWING to to ". wo�'-' FIXTURE SUPPLIED CONT. WALL BUMPER BY "TRU"-INSTALLED GUARDS. (TYP.) ' A ELEVATIVIN � ELEVA �FION �,� ��DELEvATIUN �BY -THE CONTRACTOR (SEE SPEC.) C.VAS l D3C`I..._ ��W _ 43 .^.L3S1M"'. •_iYy:Y.fi3Sv-ram'. "-_' ELEVATION SCALE: 1/£" __ 1'- o" cSCALE: 13".p-� 1'--OJ' G2 SCALE: 1/i" �- 1'--ou G2 SCALE: 1/3" = 1' -o" 02 s SCALE: 1 8" 1'-0" s ,- � / FG ELE.""A I _=:^..•..S:so::._6LC[t:.16tffisl _ G1 SCALE: 1 /8" — 1 —0" G1 SCALE: 1 /8" 1'--0" - BOTTOM OF DECK ----- -- -- — -- No Drarrin e 4" PAINT STRIPE --_-_— .. a,.,J.-,,:,�,:r,z:•;=.„.,, PAINT PI -�*-- P3 —�- 9' 4L/2"--_--. 22'-5 1/4" _ T-4 1/2" ca j P2 I - --gam _ —� O p uriaar^ •-'_ :.uaaJaq^- .•. •-.s;3ttaz [1 CON �. WALL BUMPER r_ ;., P1 e� _ -_ - \ CONT. WALL BUMPER GOAT. WALL BUMPER TTnro '-._ _•,-„ ,- \ - --"- r GUARDS. (TYP.) GUARDS. (TYP.) ------ -- -- - GUARUS. (TYP.) (SEE SPEC.)----- i-- -- - - ' — 1 (SEE SPEC.)- (SEE SPEC.) .• PI assn+^F• Jsreiecaruw...,.rzvra ^*sw, P1 I � -sJsva' •'SJrzmuJwzv3s`.us p1 �c„- -y;,.,,-,.,......rs.<-.zz. cvmi-r.mvrry'z•..,.,,,_•,,..,......u.,, FIXTURE SUPPLIED ;��_______- ---_ --� �iG-IE: - r', - -_ -- BY "TRU"-INSTALLED /� ALIGN '�" PAINT S TRIPE BY THE CONTRACTOR ALIGN ELEVA-riON "K" ON DRAWING "G1 ". �-� LEVA T1 JEA` I. K ��, � A a� ELE A 1 M ELEVATI N L AT1 y�,r,,,.. r:Lv-3 ��G2 SCALE:1/8 -- '1'--0' G2,SCALE: 1 /0 -- -1 ---0" G2 SCALE: 1 /8 -- 1 _0 G� SCALE: 1 /8 --- 1 __Q G2 SCALE- /8" - F, _.. 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National Office A 461 From Road Paramus, NJ 07652 r {�y� (201) 599-7800 fw�' GEOFFI \EY This drawing is the Exclusive Property of N __ �. TOYS "W US. The information shown may } G \ not be used nor the Drawings Reproduced p - 46 \ without permission of TOYS "Si" US. L:an,..v.Kaaan a::n«r:u_-n.:r.1k Location ON Qj Aa0t K' DW �:.a�0 (. A C E K <L) �N y <D> ( I Drawing ..title R " G PHICQ- _7 1 ICAL ELEr"V"*AT1("."')"N KEY �JScale',r,"«. Dc� 6 Q3LiL 'u - •Niic-:fsYJiJGe2T+F3Jd]4fd ,•w•^mv.rrLi: C••_-....Fyuv>.w.-vx.rd it A _ _ AS N OTF D G2 SCALE: '1 /2" -- 1'---0" G'1 SCALE: 1 /16" -- 1'-0- Sheet No. 0 COLOR KEY CHART N0. P1 MANUFACTURER "^°:LfG'tkisl.Y6a1{:ii"x:6 PRATI�& LAMBERT ^ - _ MFR.PIO.� 1Z29 CULOR- "Ti'- •'4•'• n.,t�+c'S �fALE (BLUE) f'2 PRATT &LAMBERT v 1664� MILK WHITE P3 PRATT & LAMBERT 1743 GOLDEN GATE (YELLOW) P� PRATT $c LAMBERT' 0 0 P5 PRATT & LAMBERT � E34100 DRYFALL FLAT (WFIIIE} P6 _PRATT-& LAMBERT 0 0��_-� P7 -' PRATT &LAMBERT 0 0 P8� PRATT &LAMBERT 0 0 P9 -PRATT & LAMBERT 0 0 PL WESTINGHOUSE MICART 90M43- APOLLO BLUE _ I � i cD I ',p �' I I c9 � P5 P3 -- -- P2 i-- k. s++rax.a���•••a•,:^,•.••-c• a,._-•••.•••.••sa,a:soS.�++�a�w a+�rvasaRazsac;ear-GCcaE=A97t�nL'J�PT.1'ia393i➢S4Zit'�fPf�SYYI'w�Y61E1511pi4'7iG�iifSY,�{YY4S6!.15�1�iQiM�f�iB�D'i�SSii'Y..�7S�B�JiEiF3'iSS:4S8t5k'a"°!�f' �i�' Rr'�_�f (Yi�tAS37Si�iiAFb+�.'F�i� .. + �]Ji�•MtTFe',�f T - � �j•�as�c�pi,iF.��gelppL�p!-Jeli6�. GENERAL N01-ES BEINFORC;_ S I~l+�01� �Sa� MET ROOF _ DECK. 1. BUILDING CODE - 1991 SBC 1. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, fm, OF 1. JOIST GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE. 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO WITH THE STANDARD SPECIFICATIONS FOR JOIST GIRDERS (1989) OF THE STEEL INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK (1989). 2. GROUND SNOW LOAD - 0 PSF ASTM C90, GRADE N, TYPE 1, AND SHALL HAVE .A MINIMUM NET AREA JOIST INSTITUTE (SJI). 3. WIND - 1UU MPH COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR` SHALL CONFORM TO ASTM C270, "THE. 2. METAL ROOF DECK AND ITS ATTACHMENT 'TO 'THE STRUCTURE SHALL BE :TYPE S. GROUT SHALL CONFORM TO ASTM C476. 2. STEEL JOISTS GIRDERS SHALL BE DESIGNED BY THE MANUFACTURER. DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE 4. SEISMIC - ZONE 0 2. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL STEEL JOIST GIRDERS. ALL SHOP DRAWINGS SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL METAL ROOF DECK. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S OTHERWISE. SIGNED. AND SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. LOCATED. 3. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED EQUNDAROH.2."TRUSS TYPE FABRICATED UNITS WITH A SINGLE PAIR OF 9 GAUGE SIDE RODS 3. EXCEPT WHERE ADDITIONAL DESIGN LOADS ARE SHOWN ON THE STRUCTURAL 3. METAL ROOF DECK SHALL BE CONFIGURATION,DEPTH AND MINIMUM GAGE AS AND 9 GAUGE CONTINUOUS DIAGONAL CROSS RODS FABRICATED FROM COLD- DRAWINGS, STEEL JOIST GIRDERS SHALL BE DESIGNED AS SIMPLY SUPPORTED SHOWN ON THE DRAWINGS. ATTACHMENT TO "THE SUPPORTING STRUCTURE SHALL 1. THE FOUNDATION. HAS BEEN DESIGNED IN ACCORDANCE WITH THE -DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE PRIMARY MEMBERS WITH ALL LOADS EQUAL IN MAGNITUDE AND EVENLY SPACED BE AS SHOWN ON THE DRAWINGS AS A MINIMUM. SEE ROOF PLAN NOTES. RECOMMENDATIONS MADE IN .THE "SOILS AND FOUNDATION INVESTIGATION" PREPARED SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. ALONG JOIST GIRDER TOP CHORD. BY GEOTECHNICAL AND ENVIROMENTAL CONSULTANTS, INC. _ 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOIN"TS. 4. ADDITIONAL DESIGN LOADS FROM ROOF TOP- EQUIPMENT OR OTHER CONCENTRATED 4. DO NOT HANG OR. SUPPORT ANY LOADS FROM METAL ROOF DECK. 2. SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING.A NET ALLOWABLE BEARING PRESSURE OF 3. KSF FOR INDIVIDUAL COLUMN FOOTING HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED LOADS SHOWN ON "THE DRAWINGS SHALL BE CONSIDERED AS COLLATERAL. LOADS. "THESE LOADS SHALL BE CONSIDERED IN THE DESIGN OF THE JOISTGIRDERS. 5. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. F- ANNDD 3.0 KSF FOR CONTINUOUS WALL. FOOTINGS UNDER FULL SERVICE LIVE AND EITHER SIDE OF VERTICAL CONTROL JOINTS. . REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND 6. METAL ROOF BECK WORK SHALL BE SUBJECT "TO QUALITY ASSURANCE' TESTING DEAD LOAD. 5.. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH . WEIGHTS OF EQUIPMENT. WHERE SUCH LOADS DO NOT OCCUR AT THE PANEL POINTS OF "THE JOIST GIRDER, AUXILIARY FRAMING SHALL RE ADDED TO THE AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT 34 FOOTINGS MAY BE POURED INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS FLOOR SHALL BE GROUTED SOLID. JOIST GIRDER OR THE TOP CHORD SHALL BE DESIGNED FOR THE EFFECTS OF THE ' SPECIFICATIONS. - PERMIT. LOAD. 6. ALL EXTERIOR MASONRY WALLS ARE "TO RECEIVE ICON/KORFIL INSULATION. ICON/ 4. ALL BEARING MATERIAL SHALT_ BE INSPECTED BY THE INDEPENDENT TESTING KORFIL INSULATION SHALL BE REMOVED FROM MASONRY UNITS 'THAT ARE TO BE 5. JOIST GIRDERS .SHALL BE DESIGNED TO SUPPORT "THE DESIGN LOADS. WITHOUT MISCELLANEOUS: AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY USED FOR BOND BEAMS OR MASONRY LINTELS. DO NOT REMOVE ICON/KORFIL EXCEEDING A DEFLECTION OF L/360. SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FROM MASONRY UNITS THAT ARE TO CONTAIN VERTICAL REINFORCING, UNLESS FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. NOTED OTHERWISE. 6. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO MANUFACTURER SHALL DESIGN THE JOIST GIRDERS AND CONNECTIONS OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINAL 7.. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, JOIST GIRDERS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. EXTERIOR GRADE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 6 VERTICAL. DOWELS 2. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND 'THAT MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT 7. JOIST GIRDERS SHALL BE PROPORTIONED SUCH *THAT THEY CAN BE ERECTED MECHANICAL DRAWINGS. CONTRACTOR IS REQUIREMENTS INTO THEIR SHOP DRAWAND WORK. IS RESPONSIBLE FOR COORDINATING SUCH 6. FOUNDATION WALLS RETAIN EARTH SHALL- BE BRACED AGAINST- BACKFILLING CELL TO THE VERTICAL WALL REINFORCING,. WITHOUT BRIDGING. . PRESSURES UNTIL FLOUR SLABS AT TOP AND BOTTOM ARE IN PLACE. g, REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 8.. MINIMUM BEARING REQUIREMENT, UNLESS NOTED OTHERWISE: 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE .„ 7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED EACH SIDE, PLACE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. V FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF "THE WALL.6 9• SPLICED REINFORCING SHALL. BE LAPPED 48 BAR DIAMETERS OR 24 INCHES, 1S GREATER. SPLICED BARS SHALL BE WIRED .TOGETHER. 4" ON STRUCTURAL STEEL ON .STEEL BEARING PLATES OVER MASONRY OR CONCRETE 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 8. FOUNDATION WORK SHALL BE SUBJECT TO QUALITY ASSURANCE "TESTING AND INSPECTIONS. .SEE DIVISION 2 SPECIFICATIONS. 10. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. 9. UNLESS NOTED OTHERWISE JOIST ,GIRDERS SHALL BE ATTACHED TO SUPPORTING STEEL. WORK OR STEEL BEARING PLATES WITH TWO P2) 1/4" FILLET WELDS 5. OPENINGS l'-4" AND LESS ON A SIDE' GENERALLY NOT IND THE (ONE EACH SIDE), 2" LONG, OR TWO (2) 3/4" DIAMETTER BOLTS. - STRUCTURAL DRAWINGS. REFER TO ARCH TECTURAL AND MECHANICALE DRAWINGS - 11. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF FOR SUCH OPENINGS. CONCRETE.: AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. 10. JOIST GIRDERS AT COLUMN CENTERLINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH TWO (2) 3/4" DIAMETER BOLTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION _. LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT 1. CONCRETE SHALT. HAVE A 28-DAY COMPRESSIVE STRENGTH AND DENSITY, IN 12. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL_ AREA NOT LESS THAN 2 1/2" X 3". 11. NO OTHER LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE STEEL EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. ACCORDANCE WITH THE FOLLOWING: JOISTS BEARING ON THIS GIRDER ARE IN PLACE AND ATTACHED THERETO. STRENGTH DENSITY PSI PCF 13. GROUTING SHALL BE STOPPED 1-1/2- BELOW THE TOP'OF A COURSE SO AS TO / 12.. REPAIR OR REPLACE ALL DAMAGED JOIST GIRDERS. THE PROFESSIONAL OF 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE FORM A KEY AT THE POUR JOINT. RECORD SHAL BE THE SOLE JUDGE AS TO WHETHER A JOIST GIRDER CAN BE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / EXTERIOR SLABS, CURBS, SIDEWALKS 4000 145 REPAIRED OR MUST BE REPLACED. OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S ALL OTHER CONCRETE (U.N.O.) 3000 145 i4. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONSTRUCTION METHODS AND OR SEQUENCES. / . CONTINUOUS OPERATION. '13. STEEL JOIST GIRDER WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING 8. DO NOT SCALE THESE DRAWINGS USE DIMENSIONS. ?.. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE 15. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE VIALLS, SHALL BE GROUTED SOLID AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. ' THE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO WATE - D INTO POSITION. 9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE A HIGH RANGE WATERED. AD ADMIXTURE SHALL NOT EXCEED AND CONSIDER "THE EFFECTS -OF -THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 1U" 16. - REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION DURING THE CONSTRUCTION PERIOD. WITH SPECIAL INSPECTION. STEEL JOISTS 10. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF 3. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT. 17. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT 'TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL PROJECT SPECIFICATIONS. WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB. STEEL JOISTS, "K-SERIES" _ OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE 4. THE NOMINAL MAXIMUM AGGREGATE ' SIZE SHALL . BE A MINIMUM OF 3/4". (1989) OF THE STEEL JOIST INSTITUTE (SJI). CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF 5. THE MINIMUM PORTLAND CEMENT CONTENT (ASTM C150) OF ALL CONCRETE SHALL SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF CONFORM - TO THE FOLLOWING TABLE. (FLYASH NOT PERMITTED) STRUCTUM STEEL: 2 STEEL JOISTSTHE MANUFACTU BE ESIGNEALL RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. SHE NGINEERBEY 5IBLE FOUR THE DESIGN, ADEQUACY MAUFACSPECIFIED MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD) 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: AND SAFETY OF ALL STEEL JOISTS. ALL SHOP DRAWINGS SHALL BE SIGNED AND COMPRESSIVE SEALED BY THE MANUFACTURER'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE STRENGTH NON -AIR ENTRAINED AIR ENTRAINED ALL WNF, ANGLES, PLATES, ETC. (UNO) A36 STATE WHERE THE STRUCTURE IS LOCATED. IA y AUURA�Q� - (PSI) CONCRETE CONCRETE 3000 470 517 ,CHANNELS, STRUCTURAL TUBE A500 �Fy--46 STEEL PIPE A53 Fy--35) 3, UNLESS OTHERWISE NOTED STEEL JOISTS SHALL BE DESIGNED AS SIMPLY 1. THE OWNER WILL EMPLOY AND PAY FOR 'THE SERVICES OF AN INDEPENDENT 4000 564 611 ANCHOR BOLTS A307 SUPPORTED, UNIFORMLY LOADED TRUSSES WITH THE TOP CHORD BRACED TESTING AGENCY TO PROVIDE QUALITY ASSURANCE TESTING AND INSPECTIONS BOLTS A325 AGAINST LATERAL BUCKLING. THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL FOR WORK SPECIFIED UNDER DIVISIONS 2, 3 AND 5. THE CONTRACTOR WILL 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN WELDING ELECTRODES E70XX SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDANT TESTING AGENCY ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE ALL TABLE. ACCEPTABLE TO THE OWNER TO -PROVIDE QUALITY ASSURANCE TESTING AND STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT -SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (1986), EXCEPT AS 4. WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE .DRAWINGS, 'THE INSPECTIONS FOR WORK SPECIFIED UNDER DIVISION 4. THE TESTING AGENCY SHALL. BE LICENSED IN THE STATE WHERE THE STRUCTURE IS LOCATED AND AND SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE WHERE MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. MANUFACTURER SHALL DESIGN THE JOISTS, BRIDGING AND CONNECTIONS OF TFIE JOISTS TO THE SUPPORTING STRUCTURE FOR THE NET UPLIFT. A SINGLE LINE ALL TESTING AND INSPECTIONS SHALL BE PERFORMED UNDER THE SUPERVISION THE STRUCTURE 15 LOCATED. OF BOTTOM CHORD BRIDGING MUST PROVIDED NEAR THE FIRST BOTTOM OF AN ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE IS LOCATED. 7. REINFORCING SHALL CONFORM TO ASTM A615, GR60, UNLESS NOTED OTHERWISE. 3. THE STEEL STRUCTURE IS A NON" SELF- SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND .BE CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND FORCES IS SHOWN ON THE DESIGN DRAWINGS. 2. FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTIONS TO DETECT ANY �. ATTACHMENT TO THE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR 5. MEN NONUNIFORM OR CON CENTRA TED•,-.LOADS ARE SHOWN ON 'THE DRAWINGS, REJECTION WHEN SUCH DEFECT IS NOTED NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR FINAL ACCEPTANCE. STABILITY AND FOR RESISTANCE TO VJIND AND SEISMIC FORCES UNTIL THESE 'THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH 9. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. PARAGRAPH 4.1 OF THE STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, ACCORDANCE WITH ACI DETAILING MANUAL 1988 (SP-66). K-SERIES. 3. SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR QUALITY ASSURANCE 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. 'TESTING AND INSPECTIONS. 10. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ACCESSORIES AND SHAD_ BE SECURELY WIRED TOGETHER, IN ACCORDANCE ONLY INTENDED TO SHOWN 'THE RELATIONSHIP OF MEMBERS CONNECTED. 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI WITH CRSI "MANUAL OF STANDARD PRACTICE" (1986). CONNECTION DETAILS INDICATED ON THE DRAWINGS SHALL BE.INCORPORATED SPECIFICATION. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND "TO 4. THE TESTING AGENCY AND ITS REPRESENTATIVES ARE NOT AUTHORIZED TO INTO FABRICATOR'S CONNECTION DESIGN. SEE SPECIFICATIONS. 'ALL SHOP STEEL JOIST ENDS FIXED PRIOR THE APPLICATION OF ANY LOADS. BRIDGING REVOKE, ALTER, RELAX, ENLARGE OR RELEASE ANY PORTION OF THE WORK, 11. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: • DRAWINGS SHALL BE SIGNED AND SEALED BY THE FABRICATOR'S ENGINEER WITH THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS, PERFORM ANY DUTIES OF THE CONTRACTOR, OR BE A PARTY TO SCHEDULING THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS LOCATED. MASONRY.WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO. OF WORK. UNFORMED SURFACE IN CONTACT WITH "THE GROUND. 3 IN. ENGINEER'S SEAL MAY BE QUALIFIED "FOR DESIGN OF CONNECTIONS ONLY." COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL, ELECTRICAL AND FIRE PROTECTION. EQUIPMENT. 5. THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND THE OWNER'S FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 5. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON 'THE DRAWINGS, IS PROHIBITED REPRESENTATIVE A. MINIMUM OF 24 HOURS IN ADVANCE OF ALL WORK REQUIRING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 7. MINIMUM BEARING REQUIREMENTS, UNLESS NOTED OTHERWISE. QUALITY ASSURANCE TESTING AND INSPECTIONS AND ALL REASONABLE FACILITIES 6 BARS A14D LARGER 2 IN. SHALL BE MADE AVAILABLE FOR 5 BARS AND SMALLER 1--1/2 IN. 6. UNLESS NOTED OTHERWISE BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR 2-1//2" ON STRUCTURAL STEEL 'ON .TECHNICIANS. MASONRY. UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY NTH TWO 4" STEEL BEARING PLATES OVER MASONRY OR CONCRETE 6. RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THE BUILDING OFFICAL FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: (2) 3/4" DIAMETER ANCHOR BOLTS WITH 4" HOOK AND V-4" EMBEDMENT. DURING PROGRESS OF THE WORK AND FOR TWO YEARS AFTER COMPLETION OF 8. UNLESS NOTED OTHERWISE, STEEL JOISTS SHALL BE ATTACHED TO SUPPORTING THE PROJECT. RECORDS SHAH BE PRESERVED BY 'THE INDEPENDENT TESTING BEAMS, GIRDERS, AND COLUMNS 1-'I/2 IN. 7. STRUCTURAL STEEL WORK SHALL BE SUBJECT 'fU QUALITY ASSURANCE TESTING STEEL WORK OR STEEL BEARING PLATES WITH (2) 1/8" FILLET WIELD (ONE EACH AGENCY. AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT' SIDE) 1" LONG, OR WITH A 1/2" DIAMETER BOLT. - SLABS, 11 WALLS, AND JOISTS 11 BARS AND SMALLER 3/4 IN. SPECIFICATIONS. 9. STEEL JOISTS AT COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL 14 AND18 BARS 1-1/2 IN. STEEL WITH (2) 1/2" DIAMETER BOLTS. WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES, USE BOLTED CONNECTIONS FOR THE STEEL JOIST CLOSEST 'TO THE CENTER LINE. 12. LAP SPLICES SHALL BE IN ACCORDANCE' WITH THE FOLLOWING "TABLE, UNLESS NOTED OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAVANGS, USE 10. HOLES IN STEEL JOIST CHORUS WILL NOT BE PERMITTED, EXCEPT FOR BOLTED CLASS "B" SPLICES. CONNECTIONS AT THE BEARING END OF THE STEEL JOIST. TENSION SPLICES (INCHES) COMPRESSION SPLICES 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING, (INCHES) FIXTURES; ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST 'TO SHALL BE FRAMED WITH AUXILIARY FRAMING THE PANEL_ POINTS OF THE BAR "TOP BARS OTHER BARS STEEL JOIST. METHODS OF FRAMING THAT INDUCE BENDING TO THE STEEL JOIST SIZE A B A B CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. 3 16 21 12 16 12 12. REPAIR OR REPLACE ALL DAMAGED STEEL JOISTS. THE PROFESSIONAL OF RECORD 4 21 28 16 21 15 SHALL BE THE SOLE JUDGE AS *TO WHETHER A JOIST CAN BE REPAIRED OR MUST 5 27 35 21 27 19 BE REPLACED. ' (6 35 46 ..35 23 7 48 62 377 -26 13. STEEL JOIST WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND 8 63 48 63 30 INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT 9 80 104 61 80 :34 SPECIFICATIONS. 10 101 131 78 101 38 11 125 162 96 125 42 COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". 13. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF CONCRETE. 14. CONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS, SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. I ■ Revisions O V) N rn 00 o�c ; o, a 0 to . U �I N C. m -v m U 6i rn o i 0 .a C) 6:1 0. N 0 SAW CUT OR "T" SHAPED PLASTIC CONTROL JOINTS (AT CONTRACTOR'S OPTION) SLAB ON GRADE o of$bjwA o clf> d� NOTE: SAW CUT SLAB WITHIN 12 HOURS AFTER SLAB HAS BEEN PLACED. CONTROL JOINT SLAB ON GRADE 1:4 SLOPE q N T/10 (3/4" MINIMUM) CONSTRUCTION JOINT 'LAB Juo"IN11-DETAILS. (3)-# 4 X 6'-0" LONG IN SLAB ON GRADE AT COLUMN WHERE NO CONSTRUCTION OR CONTROL JOINT OCCURS 0 CONSTRUCTION OR V EQ. EQ, CONTROL JOINTS I EQ. EQ. l I COLUMN i 1/2" PREMOLDED FILLER. 2 "H" MIN. o 0 PLAN 1 4 w ^w CONT. FOOTING — ©— — o -0 — FINISH FLOOR I ( w I ` I d — �, BASE PLATE O I o © X COLUMN BOTTOM OF \ 1/4" LEVELING PLATE �11/2,. �.o___._a;,. � o BASE PLATE e = p i (OPTIONAL) 1/2" PREMOLDED FILLER n ) I I/2.. TYP. rqV':'W-lU=''lflTmwm=" UInLAB ON GRADEI-111T \ a TOP OF FOOTING _ Q r� G ANCHOR BOLTS- 4ANCHOR BOLT 2 ANCHOR BOLT BARS TO MATCH a CONT. FOOTING LijLs OR PILASTER- °i SEE TYPICAL BASE BASE PLATE BASE PLATE CONT. FOOTING REINF. o d i d SEE PLAN PLATE DETAIL _ I �_� ��v me — 3 e e 2 MIN. o MIN. NOTE: SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE v a Q 4� AND ANCHOR BOLT SIZES. SEE TYPICAL COLUMN BASE TI -_ „�{-rrr-rrr-rmm=,rr--, 4" DETAIL FOR ANCHOR BOLT LENGTHS. �- =----r=j_1=�1=_iI1- SECTION TYF". ALACOLUFAIN11 DETAIL TYPICAL L A TYPICAL .A PLATE —DETAILS TYPICAL STEPPED FOOTING DETAIL' (2) 3/4" DIA. BOLTS (TYP.) �(2) 1/2" DIA. BOLTS (TYP.) CAP -� I I I 3 '16 PLATE 3/16 JOIST GIRDER I �J015T GIRDER iSTABILIZER PLATE (VERIFY STEEL COLUMN THICKNESS REQ'D W/ JOIST SEE SCHEDULE I I GIRDER SUPPLIER) DO NOT WIELD JOIST GIRDER TO L\ L STABILIZER PLATE TYPICAL I T I R Tu"' Ck".)"LUMN CONN 48 BAR OR 24" CORNER BARS MATCH SIZE & SPA( SIZE & SPACING DII DIA_ MIN. ,ING OF H FER MAT( BEAM OR JOIST L3x3x1/4 (TYP.) — — PROVIDE ANGLES AS REQ'D TO FRAME OPENING. PROVIDE JOIST STRUT AS REQ'D, SEE TYP. JOIST LOAD A I A STRUT DETAIL. L I NOTE: TYP. ROOF OPENING DETAIL SHOWN APPLIES TO ALL ROOF OPENINGS WHERE LEAST DIMENSION IS 13" OR LARGER. REINFORCE ROOF OPENINGS LESS THAN 13" BY WELDING 16 GAGE SHEET METAL 1'-0" WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION "E" IS LESS THAN 6" ANGLE MAY BE OMITTED. Y. A " BEAM OR JOIST I "E" 3/16 V A -- A L4x4x1/4x6" LONG M &I B__B L 3x3x1/2x 12" LONG W/ (2) 3/4" 0 EPDXY ANCHORS INTO BLOCK, GROUTED SOLID OR (2) 3/4" 0 ADHESSIVE ANCHORS DIAGONAL BRIDGING IN EXTERIOR SPACES SLAB ON VGRADE Y U VARIES _ ROOF BEAM SEE PLAN SEE ROOF ROOF JOIST FRMG. PLAN SEE ROOF PLAN 3/16 3/8" STIFF. PLATE I ' EACH SIDE II , 3/16 1 1/2 ® 6 I 3/16 )EA CAP PLATE W/ �1 HT SIDE) (4) 3/4" DIA. A325 BOLTS COLUMN T"'Y"F""ICAL DETAIL AT. —BEAM" SPLICE. m STEEL LINTEL MASONRY WALL w PROVIDE I' CLEAR SEE SCHEDULE o -- BETWEEN PIPE AND SLEEVE TYP. (CAULK - `- CONC. BLK. WALL -_ WHERE NECESSARY) CONC. FILL 7" - JOINT- - - --- 8" BE 4 RING i-III-III- L IL�-- 3/4" GROUT r-)I�--III-II 4 .1=Tf—III. IY d d d a d a r --III--�i% - (1) #5 VERT. FULL (2) 3/4" DIA. ANCHOR HEIGHT OF WALL BOLTS W/ 4" HOOK. 2 (W/ #4 DWI. INTO EMBEDDED 1'-4" INTO FTG. TO MATCH) WALL BELOW `PROVIDE I' CLEAR z GROUT CELL SOLID BETWEEN PIPE AND (1) #5 VERT. (W/ #4 DWL. aI SLEEVE TYP. (CAULK IN"f0 FTC. TO MATCH) LINE OF MAX. WHERE NECESSARY) EXCAVATION DEPTH WITH KORFIL INSERTS rn rn EQ. ICON INSERTS EXTERIOR FACE ff m.i mt, i WITH ICON INSERTS GROUT CELL SOL U � --- - ADJACENT TO FTC. CONC. FILL 2'-0" MIN. TYPlu"AL LINTEL BEARING,T"YoPI AL PIPE TYP'luo""ALEA"TERIOR ...� FOB ATI TAI L AS)ALL TAIL �- REAR OF �- REAR OFv --�� THE BUILDING -�'EDGE OF THE BUILDING JOISTS — OUTLINE OF INSIDE OUTLINE OF INSIDE FACE OF RTU CURB FACE OF RTU CURB REAR OF OUTLINE OF INSIDE BEAM OR JOIST _BEAM OR JOIST BEAM OR JOIST BEAM OR JOIST THE BUILDING FACE OF RTU CURB _ BEAM OR JOIST BEAM OR JOIST BEAM OR JOIST rF — f— C C -EDGE OF II ( I I JOISTS NOTES: — — - I I A I A — - 1. CUT ROOF DECK ONLY ROOF OPENINGS. 5/16 ( I I 2. REFER TO ROOF FRAMING I I I I PLAN FOR RTU SCHEDULE, — — _- — SIZES AND LOCATIONS. AS REQ'D. TO (( BEAM OR 1l13x3x1/4 L3x3x1/4 AS REQ'D. TO I o I I AS REQ'D. TO o I I FRAME OPENINGS FRAME OPENINGS I ^ _ = FRAME OPENINGS L_ _ ` —J L- - L4x4x1 /4 U DE B B L4x4x1 /4 U DE B B RTU CURB �TYP� RTU CURB TYP. L4x4x1/4 U�lDE B PROVIDE JOIST L PROVIDE JOISTL C C RTU CURB (TYP STRUT AS REQ'D. - STRUT AS REQ'D. - PROVIDE JOfffffST SEE TYP. JOIST SEE TYP. JOIST FRONT IL STRUT AS REQ'D. - LOAD STRUT DETAIL LOAD STRUT DETAIL THE BUILDING SEE TYP. JOIST FRONT OF FRONT OF THE BUILDING --�� ,.�e-THE BUILDING ---� LOAD STRUT DETAIL SUPPORT TOPICAL RTU SUPPORT TYPICALRTUT T"'T'PICALRTU (TYPE 1) (TYPE [1) (TYPE III) I L3x3x1/4 AS REQ'D. TO FRAME OPENINGS C�au"' -C Drawing 'title NOTE. CONTACT TOYS "R" US REPRESENTATIVE T PlU AL ETAILS FOR APPROVAL BEFORE IMPLEMENTATION SEE DETAIL 10/3/4, 11/3/4 AND 12/3/4 B FOR BASE DETAILS. 1------------ DETAILS SHOWN ON THIS SHEET ARE APPLICABLE THROUGHOUT THE DESIGN DRAWINGS. THESE DETAILS ARE DEFINED AS GENERAL STANDARDS THAT ARE USUALLY NOT IDENTIFIED BY SPECIFIC REFERENCE WITHIN THE DRAWINGS. THESE DETAILS MAY BE MODIFIED OR SUPERCEEDED BY SPECIFIC DETAILS THAT ARE REFERENCED WITHIN THE DRAWINGS. fo 9L 0 IM C) ca i EE PLAN SEE TYP. EXTERIOR MASONRY WALL DETAIL 8" CONC. BLOCK HORIZ. JT. REINF a 16" O.C. 2 O C FIN. GRADE - I Z z d °-. o 4 #4 DWLS. TO MATCH VERT. N ALTERNATE HKS. (2) #4 CONT. 6" #6 ® 32" O.C. VERT. FULL FIT. OF WALL SLAB ON GRADE -SEE SLAB SCHEDULE 0 #5 DWLS. ® 48" m O.C. WHERE "H" IS � u0 GREATER THAN 2'-0"� .t 1S E C Tl 0 9 V 3 4 SCALE: 1/2"=1'-0" A EL. 103'-4" #5 ® 48" O.C. NOTE: OMIT PILASTER IF TOP OF FTG. ELEV. = 99'-4" _ CONCRETE CURBS T.S. COLUMN SEE PLAN BOND BEAM W/ (1) #5 CONT. BETWEEN COLUMNS 8" CONC. BLOCK COL. FTG. SEE PLAN CENTER FTG. ON COL. CENTER LINE U.N.O. -\\ NOTE: OMIT PILASTER IF TOP OF FTG. ELEV. = 99'-4" ---, 16"x16" CONC. PIL,AS j REINF. W, 4 6 VERT. DWLS. & #3 TIES (3 ® 4" O.C. & BALANCE ® 12" O.C.) LEPLAN I 2 ISECTION. 3 4 SCALE: 1%2 1 0 SEE DWG. C-3 12" CONC. BLOCK 1/2" PREMOLDED FILLER _f f SLAB ON GRADE - SEE SLAB SCHEDULE CONCRETE CURBS - SIDEWALK -SEE SEE DWG. C-3 �- SLAB SCHEDULE SIDEWALK - SEE - - SLAB SCHEDULE X X �' a00 Y�i- X x - — I ° =sR=[° o z BASE PLATE 0° o __ z w SEE COL. SCHED. z cj w - -- ° #4 DWLS. TO w - - MATCH VERT. ° 1 ALTERNATE HI<S. - 12"x16" CONC. PILASTER REINF. W/ (4) #6 VERT. (4)#4 CONT. (4) #4. CONT. DWLS. & #3 TIES ® 12" O.C. #4 ® 18" '4"4\SECT rI 3 4 SCALE: 1 /2"=1'-0" 1 1/2" 0 GALV. TUBE RAIL (TOP & BOT. RAILS & VERT. ® 5'-0" O.C. MAX.) 3/8" 0 BAR ® 4" O.C. MAX. co I I -) u 4 6" CONC. SLAB ON GRADE W/ # 4 ® 12" O.C. E.W. OVER 4" GRAVEL SUBBASE 14 SECTI ON 3 4 SCALE: 1/2"=1'-0" EQ. COL. FTG. SEE PLAN CENTER FTG. ON COL. CENTER LINE U.N.O. - � I J ` a _ NOTE: OMIT PILASTER IF TOP OF FTG. ELEV. = 99'-4" i i 16"x16" CONC. 8 8 - PIL,A(S. ER REINF. W 6 VERT. DWLS. & #3 TIES (3 0 4" O.C. & BALANCE ® 12" O.C.) 3'% � ON QlSCALE: 1 /2"=1'-0" _ #5 ® 48" O.C. VERT. FULL HT. OF WALL -HORIZ. JT. REINF ® 16" O.C. - SLAB ON GRADE - SEE SLAB SCHEDULE Y U 0n co M 0 ow s TRUCK SLAB -SEE #4 DWLS. TO SLAB SCHEDULE MATCH VERT. - ALTERNATE HKS. x x x x x �I xl'� a ' oou 00000 000 o #4 ® 18" O.C. P o TURN DOWN W.W.F. 3'-0" Q„ (2) #4 CUNT. NOTES: 1.) SEE ARCH. DWGS FOR STAIR DIMS. (PAINT RAILING TO MATCH BLOCK). 2.) PROVIDE 1 1/2" 0 GALV. HANDRAIL MASONRY WALL W/ WALL BRACKETS ® 48" O.C. (EXTEND & RETURN ENDS TO WALL 12" BEYOND TREAD EDGE TOP & BOTTOM). 3.) DOWEL LANDL.,....-.,. "' - -- "" W/ #4 ® 12" 4.) METAL STAIR' CONTRACTOR '1V/ 1 /4" PLF EMBEDDED PIPE PIPE 3 STD. �— SLEEVE (4" MIN.) FDN., DEPTH GROUT SOUD COULD BE U`. N ALUM. NOSING ® SEE SPEC. u (1) # 4 NOSING I1=1I = 1=1 -- Lu I —I I� o IIIi Z C`J III ' Q 15 SEuTlOh'1V 3 4 SCALE: 1/2"=1'-0" FACE W/- BLOCK FIN. GRADE v, 0 z z Ld w w CA EE PLAt TYP. COL. BASE PROVIDE 3" MIN. COVER OVER COL. BASE PLATE SLAB ON GRADE - i� SEE SLAB SCHEDULE I' 16"X16" CONC. PILASTER - SEE SECTS. 2 & 3 SHT. S4 1/2" PREMOLDED FILLER SIDEWALK -SEE SLAB SCHEDULE #4 DWL-- a 16" O.C. SLAB ON GRADE - SEE SLAB SCHEDULE 2'-6" 2'-0" #4 D WL. ® 16" O.C. CONC. BLOCK \_SECTION. 3 4 SCALE: 1/2 to =1 1 —0" PLAN #4 D WL. ® 16" O.C. CONC. BLOCK \_SECTION. 3 4 SCALE: 1/2 to =1 1 —0" PLAN #6 ® 8" O.C. VERT. SEE FULL HEIGHT OF WALL ® EA. SIDE OF DOOR #6 ® 48" O.C. 12" CONC. BLOCK (BEYOND) ABOVE DOOR OPNGS. W/ HORIZ. JT. REINF. ® 16" O.C. #4 X 3'-0" ® 8" O.C. L4X3X1/4 (LLV) CONT. (1'-6") INTO CONC. WALL W/ 1/2" DIA. HEADED STUDS I SLAB ON GRADE -SEE SLAB SCHED. X 6" LONG ® 12" O.C. I Q o dQ a 4 -0" d < d a d d cwDU�O 1/2" PREMOLDED— `D a FILLER 1 d q \ I U O4�00 d O U 3 (3) #4 CONT. TRUCK SLAB -SEE #4 ® 12" O.C. SLAB SCHEDULE #4 ® 12" O.C. EA. WAY EA. FACE x X X— X �, X x 12" CONC. WALL x z #4 DWLS. ®12" O.C. w EA. FACE c� W � O i C (2) # 4 CONT. 2'-0" 6 '\_SEC_Tl0iNlAlVlb 3 4 SCALE: 1 /2"=1'-0" 0 2" i EE PLAN SEE TYP. EXTERIOR MASONRY WALL DETAIL 8" CONC. BLOCK I #6 0 2'-8" O.C. VERT. URE ADJACENT _ � FULL HT. OF WALL iG. WALL HORIZ. JT. REINF #5 DWLS. ® 48" ® 16" O.C. I O.C. WHERE "H" IS GREATER THAN 2'-0" _ SLAB ON GRADE -SEE s SLAB SCHEDULE FIN. GRADE V) T o moo Z- ---- - - --- - - - - - ---- - - - --� z ui ui w o � i i v, — - ---- - - - - - -- -- - --� 2'-0" (2) #5 CONT. #4 DWLS. TO MATCH VERT. COL. & FTG. ALTERNATE HKS. BEYOND NOTE: FOOTING TO BEAR AT SAME ELEVATION AS ADJACENT BLDG. FTG. 13 SECTIOPI 3 4 SCALE: 1/2"=1'-0" 7 M C) o 4 0 .a; S U40"N' ED U L E_ MK -COLUMN SI1E BASE PLATE ANCHOR BOLTS C1 TS6x6x0.3125 12x12x1 (4)- 3/4"0 C2 TS5x5x0.25 6x12x1 (2)-3/4"0 C3 TS5x5x0.1875 7x12x1 (2)-3/4"0 S4x xO.3 x10x3/4 2)-� 4 L1N2TEL_,____S__CHEru`hULE _STEEL CLEAR SPAN 12" BLOCK OR 8" BLOCK + 4" BRICK 8" BLOCK 6'-4" OR LESS (3) L3 1/2x3 1/2x1/4 (2) L3 1/2x3 1/2x1/4 OVER 6'-4" TO 10'-4" W8x10 W/ 11x1/4 PLATE W8x10 W/ 7x1/4 PLATE OVER 10'-4" TO 12'-4" _ W8x13 W/ 11x1/4 PLATE W8x10 W/ 7x1/4 PLATE OVER 12'-4" TO 14'-4" W8x21 W/ 11x1/4 PLATE W8x13 W/ 7x1/4 PLATE LINTEL NOTES: 1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. 2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). 3. LINTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE SHOWN ON THE DRAWINGS. 4. WHERE W8 BEAMS WITH PLATES ARE USED, PLATE SHALL BE CENTERED ON BEAM AND SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 12" O.C. EACH SIDE, 5. SEE "TYPICAL LINTEL BEARING" DETAIL (SHEET S2) FOR END BEARING AND WALL ANCHORS. 6. ANGLE LINTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. WHERE W8 BEAMS WITH PLATES ARE USED PLATES SHALL BE GALVANIZED. RTU SCHEDULE MK MANUF. CURB LENGTH JOIST LOAD REMARKS RTU 1,2,5 LENNOX 8'-6 1/2" 680# TYPE III RTU 3,4 LENNOX 7'-8 1/2" 480# TYPE II RTU 6 LENNOX 3'-8 7/8" 140# TYPE I RTU 7 LENNOX 6'-10 1 /8" 260# TYPE II RTU 8 LENNOX 4-8 3/8" 140# TYPE I NOTE: VERIFY ALL LOADS, LOCATIONS, CURB SIZES AND OPENING SIZES WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION. ADJUST SPACING OF STEEL JOIST AS REQUIRED FOR MECHANICAL OPENINGS. SEE TYPICAL RTU-SUPPORT DETAIL TYPE I, II & III FOR FRAMING. JOIST LOAD: CONCENTRATED FORCES TO BE APPLIED TO EACH SPECIAL JOIST FOR THE DESIGN PURPOSES AT THE LOCATIONS IDENTIFIED ON THE PLAN. 8 QUAL 'PACE iu D/a J SKYLIGHTS TO BE CENTERED ABOVE 1 _ ROOF JOIST.(TYPICAL ® ALL SKYLIGHTS) wc(ayts OfF, US wv 2, 6 CANT. National Office TO ^� 3.4 C' 461 From Road �18x40 2 1 2" W18x35 -2 1 2" _ Ha_12 Paramus, NJ 07652 (201) 599-7800 58 GEOFFREY Ox1210x1 3.4 TO 4 This drawing is the Exclusive Property of W BEA TYP. TOYS "SI" US. The information shown may UNE A i not be used nor the Drawings Reproduced 3 EQ. s A. without permission of TOYS "fl" US. 9'-4 3/4" ` 12'-11 1� 8" V—S' - Location y. D-8 2.9 S 3.4 SANFORD, FL. 31'-1 3/8" 31'-1 3/8" 10 5/8" Drawing Title ROOF FRAMINU 3.3 4 FLAN ScaleDate AS NOTED 2/21/95 1F FRAMING PLAN Sheet No. S5 1 1 /1 fi"=1'--0" i .z L5x3x1/4 (LLV) CONT. (USE PARTIAL PENETRATION WELD WITH EFFECTIVE THROA' EQUAL TO THICKNESS OF AN( FIELD SPLICES) W/ 3/4" 0 A SEE PLAN ® 2'-0" O.C. IN VERT. LONG SLOTTED HOLES. HOLES TO B 3" LONG AND CENTERED IN T.U.M. EL 120'-8" LEG. INSTALL A.B.'S 2" FROI BOTTOM OF ANGLE. LOCK NI BOND BEAM W/ ® FINGER TIGHT. (1)-#6 CONT. np. 8" CONC. BLOCK 3/1g EA.JST. - WELD DECK TO ANGLE OMIT ICON/KORFIL & GROUT ALL CELLS -- SOLID THIS AREA EL 117'-4' BOND BEAM W/ (1)-#6 CONT. T _ SEE FDN. PLAN FOR WALL REINF. ... 1 SECTION 516 SCALE: 3/4"=l'—O" A 7,, !/8" 6 1/2" T.O.M. AT EL. 125'-4" I(� 0 WG BE 5" OM OM K 2 SEC I I O 5 6 SCALE: 3/4"=l'-0" L5x5x5/'16 CONT. (USE PARTIAL PENETRATION WELD L 6x6x5/16x1'-O" ® 2'-8" O.C.---� W/ (2) 3/4" 0 RED HEAD SLEEVE ANCHORS W/ 2 1/2" MIN. EMBEDMENT AND W/ ('1) 3/4" 0 WELDED STUD. LOCATE ANCHORS 2" FROM EA. END OF ANGLE. LOCATE STUD ® q ANGLE. LOCK NUTS FINGER TIGHT. GROUT THIS COURSE 1 1/2� SOIJD ® EA. AllflHOR W/ D BEA(1) #5MCONT. L 5x3x1/4 (LLV) x CONT. (USE PARTIAL PENETRATION WELD WITH EFFECTIVE THROAT EQUAL TO 'THICKNESS OF ANGLE ® FIELD SPLICES) W/ 3" LONG VERT. SLOTTED HOLES CENTERED IN 5" LEG ® 2'-8" O.C. SEE FND. PLAN WALL REINF. W/ EFFECTIVE THROAT EQUAL L5x3x1/4 (LLV) CONT. TO THICKNESS OF ANGLE 0 BEYOND FIELD SPLICES) W/3/4" 0 A.B. ® 2'-0" O.C. IN VERT. LONG I? L3x2 1/2x1/4 (LLH) CONT. SLOTTED HOLES. HOLES TO (USE PARTIAL PENETRATION BOND BEAM W/ I L 5x3x1/4 (LLV) x CONT. BE 3" LONG AND CENTERED 4" WELD WITH EFFECTIVE THROAT (1) #6 CONT. IN 5" LEG. INSTALL A.B.'S EQUAL TO THICKNESS OF ANGLE WELD WITH PARTIALSE EFFECTIVE THROAT PENETRATION 2" FROM BOTTOM OF ANGLE. ® FIELD SPLICES) WELD HORIZ. #5 ® 48' O.C. EQUAL TO THICKNESS OF ANGLE LOCK NUTS FINGER TIGHT LEG W/ PARTIAL PENETRATION (CENTERED IN 12" BLOCK) FIELD SPLICES) W/ 3/4" 0 A.B.'S WELD WITH EFFECTIVE THROAT i ® 4'-0" O.C. IN VERT. LONG WELD METAL DECKEQUAL TO THICKNESS OF ANGLE HORIZ. JOINT. REINF. i SLOTTED HOLES. HOLES TO BE TO ANGLE TO HORIZ. LEG OF L5x3 BEYOND. ® 16" O.C. 3" LONG AND CENTERED IN 5" LEG. INSTALL A.B.'S 2" FROM BOTTOM OF ANGLE. LOCK NUTS GROUT THIS COURSE - FINGER TIGHT. SOLID ® EACH -� _� WTELD DECK TO ANGLE ANCHOR BOLT _ 1 1/2 0 12 (1) #6 CONT. 12" CONC, BLOCK EL. 113'-4" BOND BEAM W/ (1) #6 - CONT. BETWEEN COLUMNS 8" CONC. BLOCK BEAM BEYOND BOND BEAM W/ (1) #6 CONT. BETWEEN COLUMNS #5 ® 48" O.C. (CENTERED IN 8" BLOCK) LAP 48 BAR DIAMETERS INTO 12" BLOCK HORIZ. JOINT REINF. AT 16" O.C. - - STEEL COL. BEYOND - '� SEE PLAN WBx18 BEAM W/ = PLATE 7 x 1/4" }- W/ ® 4O.C. "HOOK j� WELD TO TOP OF W8. LAP 48 BAR DIAMETERS 316 11 2612 _r 3/16 vi T7F67E\ BOT. W8 EL = 109'-4" 6 loECTION 5 6 SCALE: 3/4"=1'_On i T.O.S. EL (SEE PLAN = TYP 0 W10 BEAM - 0 3/1g ST. SEE PLAN 3/16 STEEL JOIST - SEE PLAN BOND BEAM W/ i (1) #5 CONT. BEAM - SEE PLAN 7 SECTION 516 SCALE: 3/4"=1'--0" NOTE: JOISTS AND ROOF DECK OMITTED FOR CLARITY (2) 3/4" DIA. BOLTS 9/— 3/8" STIFF. 3/4" PLATE PLATE EA. SIDE /2" STIFF. 'LATE EA./ \ LBEAM-SEE PLAN CAP PLATE JOIST GIRDER �i 1/2" MIN. SEE PLAN � —COL.-SEE SCHED. STABILIZER PLATE (VERIFY THICKNES REQ'D. W/ JOIST GIRDER SUPPLIER) DO NOT WELD JOIST GIRDER TO STABILIZER PLATE iiNSECT1011. 4 5 SCALE: 3/4"=1'-0" TYP. 3/18 JST• EL 1 HELD DECK TO ANGLE STEEL JOIST (SEE PLAN) 5" DEEP JOIST END i BEAM (SEE PLAN) I 8" CONC. BLOCK SEE PLAN i -�-BOND BEAM W/ 19H O #5 CONT. OMIT ICON/KORFIL & GROUT ALL CELLS E SOLID THIS AREA = 3/16 1 1/ 3 1 EL 114'-0" _ 5° JOIST -SEE PLAN BOND BEAM W/ o- - - L 5x5x5/16x1'-O" LONG (1) #5 CONT. 0 4'-0 O.C. W/ (2) 3/4" 0 -- ANCHOR BOLTS IN VERT LONG 8" CONC. BLOCK 0 4 SLOTTED HOLES. HOLES TO BE 12" CONC. BLOCK ® 4A 3" LONG AND CENTERED IN 5" _ _ LEG. INSTALL A.B.'S 2" FROM SEE FDN. PLAN _ BOTTOM OF ANGLE & 2" FROM FOR WALL REINF. EACH END OF ANGLE. LOCK NUTS FINGER TIGHT. 4A TI O 4 56 56 SCALE: 3/4"=1'--0" NOTE: 1.) TOP FLANGE OF LINTELS NOT SHOWN FOR CLARITY. BOTTOM 0 OF LINTEL EL.= 109'-4" 2.) CENTER COL. & LINTELS ON L3x2 1/2x1/4 (LLH) CONT. GRID LINE "A" (U.N.O.) 4" (USE PARTIAL PENETRATION " 3.) COPE PLATE 1/2 AROUND WELD WITH EFFECTIVE THROAT COLUMN i EQUAL TO THICKNESS OF ANGLE ® FIELD SPLICES) _ T.O.S. EL (SEE PLAN) PLATE -- SEE SECT. 6 ON SHEET S6 W10 BEAM COPE TO CLEAR CONT. ANGLE BEAM - STEEL JOIST - SEE PLAN SEE PLAN SEE SECT. 7 SHT. S6 FOR FURTHER INFO. e7a�'S E C TI ON 5 6 SCALE: 3/4"=1'-0" TS 4 x 4 COL. 1 13/16" LINTEL AT GRID LINE 2.9 ONLY LINTEL - SEE SECT. 6 ON SHEET S6 THRU PLATE 9 SECTION k5_v SCALE: 3/4"=V--0" '1 0 L 3x2 1/2x1/4 (LLH) x CONT. WELD HORIZ. LEG ONLY W/ PARTIAL PENETRATION WELD W/ EFFECTIVE THROAT EQUAL TO THICKNESS OF ANGLE FIELD SPLICES & TO L5x3 BEYOND (SEE SECT. 3 ON SHEET 6) STRIP VERT. LEG 4" OF ANGLE OVER EA. JOIST WELD DECK TO ANGLE T' - 0 JS� 5" DEEP - JOIST END STEEL JOIST - SEE PLAN A OL/Am — SEE PLAN STEEL JOIST - SEE PLAN r75 SECTION 5 6 I SCALE: 3/4"=V-0° vj K E "Yo E D IK10 T E S (APPLICABLE TO DRAWINGS M1 THRU M4) 1 Q HAC SHALL PROVIDE TYPE L COPPER CONDENSATE DRAINAGE PIPING SYSTEM OF SIZES AND ROUTING AS SHOWN ON PLAN. EXTERNAL 4" DEEP P-TRAP REQUIRED ONLY IF EQUIPMENT IS NOT SUPPLIED WITH A BUILT-IN TRAP SYSTEM. VERIFY WITH LENNOX. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. REFER CONDENSATE DRAINAGE PIPING SUPPORT DETAIL AND RTU CONDENSATE DRAIN PIPING DETAIL ON DWG. M3. TERMINATE CONDENSATE DRAINAGE PIPING NTH 90' ELBOW DOWN OVER GUTTER. REFER DWG. A11 GUTTER DETAIL. SLOPE CONDENSATE DRAINAGE PIPING AT 1% (MIN. & TYP.). SUPPLY AND RETURN AIR DUCTWORK SHALL HAVE 1" THICK INTERNAL FIBERGLASS DUCT LINER EQUAL TO 2 CERTAINTEED (CGS) OR OWENS CORNING. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. ALLOWANCE FOR INTERNAL DUCT LINER HAS BEEN MADE WHERE SPECIFIED. HAC SHALL PROVIDE 90' ELBOW AND 12" (MIN.) LENGTH OF EXHAUST PIPE IN VERTICAL POSITION FOR 3 GENERATOR EXHAUST. CAP WITH EXHAUST FLAPPER. SIZE EXHAUST PIPE PER MFR'S. RECOMMENDATION. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MFR'S. 4 RECOMMENDED BEND RADIUS, WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 1/2" WIDE SHALL BE USED TO SUSPEND FLEXIBLE DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS. BOTTOM OF SUPPLY (S2) DIFFUSER (21.0 NECK) AT 12'-0" A.F.F. LOCATE DIFFUSER CENTERED OVER THE 5 SERVICE DESK AREA. PROVIDE 21"0 SPIRAL DUCT DROP (WITH NO TRANSITIONS; OFFSET AS REQUIRED) TO DIFFUSER. COORDINATE EXACT LOCATION OF DIFFUSER AND DUCT DROP WITH LIGHTING, SUSPEND DIFFUSER AND DUCTWORK FROM ROOF STRUCTURE WITH NO. 12 GA. (MIN.) WIRE. TRANSITION SUPPLY AIR DUCTWORK FROM FULL SIZE OF UNIT CURB OPENING TO 21"0 ABOVE BOTTOM CHORD OF ROOF BAR JOISTS. VERIFY UNIT CURB OPENING SIZE WITH RTU MFR. PROVIDE WHITE PAINTED ANGLE IRON FRAME AROUND SUPPLY DUCT ROOF PENETRATION TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. THE INNER, ADJUSTABLE THIRD CONE ASSEMBLY OF THE DIFFUSER SHALL BE SECURED TO THE DIFFUSER NECK WITH #12 GA. (MIN.) GALVANIZED, SOFT ANNEALED, MILD STEEL WIRE TIGHTLY LOOPED OVER EACH OF THE THREE STEEL SUPPORT STRUTS WITHIN THE DIFFUSER NECK AND UNDER THE THREE STRUTS OF THE THIRD CONE ASSEMBLY. EACH WIRE LOOP SHALL BE TIGHTLY FORMED TO PREVENT ANY VERTICAL DROP OF THE THIRD CONE ASSEMBLY FROM ITS FINAL POSITION. BOTTOM OF RETURN (R2) GRILLE (30X12) FLUSH WITH BOTTOM OF ROOF DECK. PROVIDE WHITE PAINTED 6 ANGLE IRON FRAME AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY CURB OPENING SIZE WITH RTU MFR. BOTTOM OF RETURN (R2) GRILLE (20X14) FLUSH WITH BOTTOM OF ROOF DECK. PROVIDE WHITE PAINTED 2 ANGLE IRON FRAME AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY CURB OPENING SIZE WITH RTU MFR. MOUNT TF-3 AND RELATED GRILLE AS HIGH AS POSSIBLE BETWEEN ROOF BAR JOISTS. TF-3 SHALL BE $ INTERLOCKED WITH UH-2 TO BE LOCKED OUT WHEN UH-2 IS IN OPERATION. TF-3 INTERLOCK BY ELC. UH-2 CONTROLS BY HAC. REFER ELECT. DRAWINGS FOR CLARIFICATION. REFER TO DOOR HEATER MOUNTING DETAIL ON DRAWING M3, SCHEDULE ON DRAWING M4, AND SPECIFICA- 9 TIONS SECTION 15D FOR CLARIFICATION. TYPICAL ALL DOOR HEATERS (AIR CURTAINS). PROVIDE DUCT DROPS FROM UNIT FULL SIZE OF UNIT CURB OPENINGS. TRANSITION AS REQUIRED TO DUCT 10 SIZES SHOWN ON PLAN. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MFR. 11 NEW SUPPLY AND RETURN AIR DUCTWORK (INCLUDING FLEX -DUCT) FOR RTU-6 DUCT SYSTEM SHALL HAVE 2 1/2" THICK ALL SERVICE FACED DUCT WRAP INSULATION AS MANUFACTURED BY OWENS-CORNING, OUT -OF -PACKAGE R-VALUE = 8.3; INSTALLED R-VALUE =6.3. DUCT WRAP INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. CIVIL ENGINEERING DESIGN COORDINATION NOTICE NOTICE TO ALL PARTIES HAVING AN INTEREST IN THIS CONSTRUCTION PROJECT: 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY OTHERS. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. 3.) COORDINATION NTH THE CIVIL ENGINEERING DOCUMENTS HAS BEEN COMPLETED ONLY AS SHOWN BELOW. CIVIL ENGINEERING CONSULTANT IS: IVEY HARRIS & WALLS INC. WINTER PARK, FL CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND & NOTES 12/19/94 0 3/10/95 C-4 SITE PLAN 12/19/94 0 3/10/95 C-7 SITE UTIL. & PVMT. MARKINGS 12/19/94 0 3/10/95 C-9 GRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of 1 SITE PLAN - 01-23-95 COORDINATION CHECKED BY DISCIPLINE: MECHANICAL INITIAL DATE I IWI­TI_ALJ DATE I INITIAL DATE ALH 1/10/95 1 FRH 02-10-95 1 ALH 4/2D/95 NOTE: CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING F1, FOR COORDINATION OF ALL PIPING, EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYSTEMS SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, SHELVING, AND RACKING, INCLUDING THE FUNCTIONAL USE OF SAME. INSTALLATIONS MADE WITHOUT REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. SPECIAL CONSIDERATION SHALL BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE -SALES AND RECEIVING DOCK AREAS. NO o- o- PROVIDE 24" X 24" SQ. 1" X 2" X 16 GA. PAINTED EXPANDED METAL MESH GRILLE WITH 1" X 1" X 1/16" ANGLE IRON FRAME PAINTED WHITE FOR FAN DISCHARGE. I II IN _61k TRANSFORMER 1 2 3 4 1.6 I I I POWER ROOM 112 1 i GENERATOR I 'I I I 1 COOMPACTMPACT OR RECEIVING ' BREAK TOILET AREA -__-I 111 ROOM REFER ENLARGED SCALE EUH REFER SPEC. 1 1/4"I 103 PLAN DRAWING M2 ON DWG. M4. �__---�_- -__ --I ----- --- i � o 00 0 � I TRAINING 2" DOM. RISER. SEE DWG. P1. D 0 D CI�) '105 D 0D 0 SPRINKLER RISER, SEE FIRE PROT, DWGS. i O O D O 1 1/4 I L CLOSET ' PRE -SALES AREA ; ' + �-�— i 11I EF 0 HALL (ON ROOF) �Q I 1 OG _ 9 9 9 M. ob� WOMEN I ---- D------- -- D --may 107 I 3 4" k-=--------_-- ---�_ -�._ �__MEN II I I RTu JANITOR I II I ! I 6 II I II 1 1 /4" Z II I I I 3/4„ II RTu I---- D------ -- D----- --- D--- i D I RTU m i 4 I 3/4 �..., II L I Lo (COOLING W II REFER DETAIL AND ONLY) 0 SPEC. ON DWG. M4 FOR .� I < DUCTWORK AND GRILLES. II (TYP. RTU-1 THRU , Q II I RTU-5.) 1 1/4" 1 SKYLIGHT (TYP.). PRE --SALES II REFER DWG. A10. AREA II I o 110 II I II I ' i I II SALES AREA II , 101 Fo I II ' 3/4., II I NOTE: I ------- D -I HAC SHALL MODIFY DUCTWORK II I Ir �j I AS REQ'D. TO ACCOMMODATE / I BURGLAR BARS AT ALL DUCT PENETRATIONS OF ROOF 12" SQUARE AND LARGER. I (COOLING L ^- ..� I I i ' ONLY) NOTE: UNDERGROUND UTILITIES OR II I UTILITY RISERS, INCLUDING TF II ` I SPRINKLER RISER, SHALL NOT BE INSTALLED INSIDE BUILDING 3 II iI , WITHIN THE FRONT 100 FEET OF II I I p THE BUILDING. II I II I 3/4„ „ I 3/4I - --- — -- --- - �r- -- -- --- I I RTU I 1 2 .SECURITY----,. ROOM (COOLING [. I , - REFER DETAIL AND 102 I ONLY) SPEC. ON DWG. M4 FOR DUCTWORK AND GRILLES. (TYP. RTU-1 THRU �) C.P.U. RTU-5.)� JF-3 MOUNT AT 48" A.F.F. PROVIDE HONEYWELL , — r MODEL #T651A (OR EQUAL) LINE VOLTAGE T-STAT. T 113. POWER WIRING THRU T-STAT BY ELC. T-STAT BY HAC. FAN SHALL RUN ON A RISE IN SPACE TEMP- !__} ERATURE. SET T-STAT AT 80-F (ADJ.). PROVIDE t DIR. OFF. CONTROL BOX AND 1/2" CONDUIT FOR T-STAT II gOUNT- WIRING CONCEALED IN WALL. II ROOM 118 f i 3/4" 6 I o RTU (COOLING T2-1663 � I 120 3/4 I ONLY SERVICE VEST. (ON2SALES AREA SIDE _-�' �� I--� --�=p �-I-D SERVICE � OF BULKHEAD. MOUNT �i �. - 121 ENTRANCE VEST. AS HIGH AS POSSIBLE.) i C L I 5 I L J 117 , 116 8_______TELCO 122 pH s 1 EQUIP. EXIT VEST. ROOM 116 115 (D 1.9 2.6 3.3 M1.0 7� N O l CV d' O) W O 0 ci u� a� 0 I o H c S, m v Fn rt; S' i Lri rn 0 Q a i v a s oQ �I .-I C z NOTE: NOTES: FOR KEYED NOTES, 1. DOOR HEATERS/AIR CURTAINS SUPPLIED, REFER DWG. M1. I. BY OWNER AND INSTALLED BY CONTRACTOR. KEYED NOTES T2. REFER TO ARCHITECTURAL DRAWINGS FOR 2 VESTIBULE T IL. TIBULE DETAIL. ENTRANCE VIES PROVIDE ROCKWELL "SUPER NORDSTROM"t F FIG. 142, 200 CWP IRON PLUG VALVE, -C- WITH LOCKING DEVICE WITH (COMPLETE W S ASSEMBLY). LOCK VALVE IN OPEN� A E 0 POSITION. P FACTORY FURNISHED AL ALL WORK L (OWNER SUPPLIED) BY H/ FIELD INSTALLED BY HAC 1 1/4" CARE. , (REF.) EGUL�T40R REGUATOR LATOR 1 T A�Z' FLEX. Q 12 VOLT BRASS FLEX. FU L SIZE SOLENOID CONNECTOR. FULL SIZE LREDUCER VALVE TO FULL ;SIZE TO REDUCER DIRT LEG FUEL STRAINER SUPPLY FROM SYSTEM (NATURAL GAS) NOTE:,. CONTRACTOR SHALL VERIFY PIPING AND GAS FUEL HOOK—UP WITH GENSET MANUFACTURER'S INSTRUCTIONS PRIOR TO ROUGH —IN. SCHEMATIC GENSET I . - ;3 Q DI GA-.j I PING DETAIL - SCALE: NONE NOTE: ADAPTER EXTERNAL P—TRAP REQ'D. ONLY (AS REQ'D.) i 90' ELL IF RTU IS NOT SUPPLIED WITH A BUILT—IN TRAP SYSTEM. VERIFY OWNER FURNISHED RTU—1 1 WITH RTU MFR. 3/4' OWNER FURNISHED ROOF CURB 3/4" 4" MIN. TRAP ADAPTER SEAL 90' ELL wvw uVatol 1P uVI I RUM. -1- 1/10/95 PERMIT APPLICATION &,OWNER REVIEW fi '7K 7 -viQnKiq _' 1, rpAi - PP A /,),i /a;-, nrm GENERAL REVISIONS MFr.HAN1r.A1 -qYMRni .q AND ROOF SURFACE r-Alr-NLJ PER PLAN. 3/4- This drawing TOYS "9" is the Exclusive Property of The information shown maysr l PLUG MIPT — FOR CLEANOUT, not be used nor the Drawings Reproduced ,i,f­� - �- , : -- -- -­- -­­---------- I --- �-- - -- - -- - -- - -- ­ --- -- - -- --- ---­----------- - ­ -- -- -- ­ �, ­ -- ­­- - ------ - - --- - ---- - - - ­ ­ --- ---- --- ------ - , ­­ -- - ----- -­ -, - -- - ,.-- - , __ �___ I I 11 ___ - -I- ____ ------- I I- __ 3 - - - _11___­___­__ ____ ------- ­­­­ -_­ __ - - ___ - _____ - 7_____ __ - I- - ___ ___ - ___ __ _­_______­_____,______ - � ­ -1 I -1 I I- ­ ­ - - -------,--I � - -1 __ _____ - __ - - - - --- - - ------- ---.-----------------,�----------, , - - _____________,____________ _______ _____ _____, -, _:�______ ___ � � --,----, _,,__��_''_L. � - - , , � ,� . 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I I - 4 � I I L'. .. I � � 1 : I I- 1, � � . � ,,, ­ " I � . ,� I I I I ­ . I . I - :, �". � ­ , ., I I � 1, I I I ; " " I � ''I 1, I I.P. I I � � 1, �_ 1, . I . I L :', 1. I - I . I . . I � I 1 11 . �; I I I I � -_ _______­ : '' I I � I �. I I I - ,. � , . � - I I I I � I I I I .- . " � . ­ I I , I . 1� I . . ;4 I � .,X,O,m 1, I , , 1. I :� � . L " � 11 I � I i I I - I I ; - I 1, - I I 1'�",�7,'_�;­`,_ L, ,� , , , 11 � , I , � I � , I - I : . I I . . I . I I , I I "I � ,� � I I I � . � I I �� I � � - 11 � I ;-1 , I I., , I L I I I . , I . - . . � I I I . I I I I I I � I I 1. I �1, .1. I � I � I '. I I . I I I- 1 I 6 7 I I � I 1 ACM ' _' *X � , I . I Ar,r) 'A � , ARn-1 '� - I I � 40-3 ' � � I T 1230-1 I �, .. - I 1, - .� �,V.l 11 , I � - I 11 1 I I I . I I I ­ I 11 - - ---------- I a I . I I . I � I 11 . , I I I - . DIFFUSER & ,GRILLE" SCHEDULE I I � L"', , --- ---,-. I MARK I � I . . APPLICATION � I � I ____ � I . I MANUFACTURER �. / MODEL MAVL-� I I I FINISH � I ACCESSORIES _t -__ REMARKS '': I ''I .1. I � . . I I , I I . I � i I I . I St 1, � I I,- - I . I CEILING - - � 1, I � 11 - ANEMOSTAT / DP , I I I . . I I I . L � � : � I I STEEL I I I I , , - BWE , I 1, I . - X � c LAY -IN T-BAR � .1 � . - ___ I 11 I lu . �1, I � I ___ I I DUCT MOUNTED I . I I ANEMOSTAT / C-27 � � - - , . �, I I I STE I EL 1. I ____l --- I . I , BWE I i � ,. I - - I - - -_ . . I I * 1�1. I .11 - �. � I , . : S3 I . I I , I � I I I I CEILING. I � I I . ANEMOSTAT /. DF � - � I I I I I I 11 I --- I I 1. I I . STEEL � I I � I � �. BWE " . I � I I � X � I I . I SURFACE MOUNTED I IS4 I � . I I � � I �CEILING , , I . I I . � . . I � **ACUTHERM / THERMA-FUSER HC, . I 11 � I I I STEEL . I � I I BWE � . I � - i I � � ***SURFACE MOUNTED � - I El 1� 1. I � .CEILIING - I � I I 11 11 - I ,ANEMOSTAT / G C5 - I I I . I - I I I � I ALUMINUM' - -_ I 'BWE 'I, -_ I X, - I I � LAY -IN T-BAR I - I - I . -E2 :. I 1. I I I . I CEILING -, ­ I I , . ­I I , , I . ' I ANEMOSTAT / S3HOD' ' I . I � � � '' ,� I I I STEEL I � I I � I � � BWE ': � . � , x . I I I - I SURFACE MOUNTED , I I I I Tl I I � I - - � CEILING I ­ I . � ' - � I I ANEMO I I I 1. .. I I . ALUMINUM I I � ­ i BWE � I I . I - I 11 �� I - LAY -IN T-BAR - I I I . I T2 I I I I . � , I I � . SIDEWALL � . . . I I I �. . I AT J.GC5 I I I I ALUMINUM I � 1, �BWE � I :,, 11 - 1. - I I I I SURFACE MOUNTED � I I I I I Rl � I I I I � . � I SIDEWALL . � I . : � . ANEMOSTAT / GC5, :1 , . . . I � I ALUMINUM I I I - 11 I ,. BWE ,,, . � i� I I I . SURFACE MOUNTED I ___ - ___ - R2 � I � ____ I DUCT MOUNTED I I I . I . . I I . I � ANEMOSTAT / GC5' I � I I � - 11 ALUMINUM � . � I - � I . I BWE I � I � 1: -_ 2 I � . _. a I I a . --I- . e, . ; I I.; ": - I - - - - ___ __ - 11 ___ I u I I L.CEILING , ANEMOSTAT / GC5 "I I 11 i �p , I 1, 11 ALUMINUM , . I-L-1- � , ; , I 8W � .�� - L I SURFACE MOUNTED . I , I I --- FINISH: -, ­",m..Q&m -_ __ I pabommave...0 I RAKED OFF-WHITE ENAMEL (BWE) * - ADJUST DIFFUSER WITH THIRD CON . E FU LLY , '*** - PROVIDE DIFFUSER WITH ACCESSORIES: VC -VOLUME CONTROL RETRACTED FOR,MAX. DOWNFLOW DIFFUSION. HARD CEILING KIT. 11 ll,� ,, n . 1. PC -PAT fERN I I CONTROL - -, NO SUBSTIJUTION FOR JUIS � � I DIFFUSE& �� I . . I � �l I � � � I � I . I "I I I I I I I � I . � . . � � 11 I . � . � I � I I , I I I I ,** - THERMALLY POWERED VAV DIFFUSER. 11 I!, I I . " . � I � I I I I 11 ,� . � � I I � . I I I , I ,� I I I � ,COOLING SET POINT: 78' F 1- 11 11 I I I . I I I . . 11, 1. �� ,.; � I . � ", I � I � I I 1, I I HEATING SET POINT: 68' 1, I I F : :1 I : I I I I I I I I ­ � 1� � I � I - I � L.- - �. . . I 11 . I � �� I,',, I 11 I I I'll , I I . �. TITUTIQN FOR THI5_PMQE&'l 'I, I I I �_�:_ 1� � �NO SUBS � . � . I ' I I I 11 I I � ,� I 1- - I 11 . I monuMV&SOO� I I . I i I � i I . ''I I 11 � 1� I 11 I'll I . I . 11 I ­ . � � � I -7 I � � � I I � I I " : , I I . � � I I I . I . ­11 i . . . I . , I � I � ''I - 11 t-uvv R ,z)urrLT kVUL I S-1-mm,3E) � 11 . � I I , Itou-0 1 , 11 x . It %j_ . � ,� I - . ; . I I I � I 11 I - I . � I I I I � � : � - r I . I I 1, I " I I ., � ''. � � I I , . I - 11 I 11 I : .1 . 11 I I I � . 11. "I .1 1, I . � . 1; I I I � I I � 1��cl I I . : � " A � I I I 11.1 � I I I � " j , ,� " 11, 1'�,� �� . I . I . 1. - ll.,� : ! � 7 1 � 11 1, el I � I I I 1 � - , � I . 11 . , . � 1 I .. ;� I I � I I . : . I . I . , � I I . I � , � I � �� , , . I I � I , . I I , F I - � . 11 I . �:,p I I'', i � � I I � I I ; ", 11. .11 . I � I I � I � � � I I - I I � I I . � I I I 1. . I I � 11 I I I I � I I . 1 FILTERS - 11 � I � I I I I I I I I 2' T.A. , I I � - 2" T.A. . I I ,� I � I . � : � I 1 ,2" T.A. � � � I � � � . �� 2" T.A. I ,. � ,�, . I I I I ' , ,,,, , 2" ,T. A. , . I 11 % . I - I I I � . � � I 2" T.A. 11 ,.l. I -11 " . ­ � - T.A. � , ' � 2' , ,� � I I � I I . I � I 1''.. 11 . I I , � I " I ____ � 1 I � 11 � 11 I � I I I � . I'll, I � .- - I �z I I . I � ,:' j � mmmia - I I - I ­ . I I I I I I , . - � I � ! �,� �. I - , � 11 I I I I . I �� 1, - _.. .1 I I 11 I I I . ­ . I I � � I . I I I r I I I �l I I � I - 11 I I , - � I I . " , EXTERNAL S.P. ( OF W.C.) _' , I I I . I I � I ,I 0.60 1 I I I I 0.60 �, � - I I . o.,6b I I I I 1� I.. I . I I . . � :�- ' o.60 � , I I I 11 I � I I � � I - I ,. - I I � 0.�O' :,� 1. � I � I I I 1. I ., - I � � I � , I _. ,0.50 ; , i . ( . I . I 1 � I ­ 0.50 � ,­ I I I ­ � I �� 11 I I I I I'll . � � � a" . � I I I . I � -- . � � I ,l I � I I I I . I I .11 , . 1. I I 1, I I � I I �� I . I � I I I I .. I - - I . � � � , � � ,� 1, - I � � I I I I � I All I ft I IN I I I I � . HEATING & COOLING SET P0111TS :11, I I I , I � I , . - - -- e I . . I � � , ' . - W/CURB) .APPROX. WEIGHT (LBS.,,, I - , 2450 ,, I I . I 11 I � 2526 . 1, � I I � � I - - I v � I I I I 1 1381 - �, ' I . . I � I � I , . I , I 1� . 1423 1 . . I 1. . I ­ I � I �. I I I 1 442 � . , �,, �,'� � lr �, � �l I I I � I I 11801 - 1 I . � 1, I ­ I . I I . I 11 I I � � " 1:422 t I �� I � I _� I ­ I I I I I � I ,� � � '' I " I . � . r � ' , � t , Drawing References - I � " I I I'll I ._ � - I I . ''I r � .1 ­.­ ..­' IIIIIII I I I � 1� I .1 I UNLESS OTHERWISE DIRECTED BY TOYS -R- US, THE FOLLOWING SET POINTS SHALL APPLY TO ALL SYSTEMS: I I .11 I,-, � I I I . : 1� - I I , EQUIP. EER/IPLV/SEER I r I I I I I - . -_ 9.2/101.5/ - - - 11 9.2/10.5/ - - - I . 9.3/lQ.3/--- � I I , 9.3/10.3/ - - - �. � . I ... ' 11, - I g.,l/- �/101.0 - I I I I I 18'.9/­/10.0 . I I . I I � �l 9.4/ - - - /10.2 � 11 1, ,. I � � .. I No � . WIM I "; D�rawlqk ­1 I., � 1, � , ", _ �_ I 1. I I I ''I 1, . ­ .� 11 � I " I ­ I 11 I .. 11 I I � 11 I �l I I � 11 I I , � _% 1� 1, I � ' � . I r I ------- I I ' - I I I I "I I ' . - I I - � Ml , i,- .1 M . I I I 1 I , I 1. 11 � . � ECHANICAL FLOOR PLAN 11. � � . 11 I I � � I I 1, OCCUPIED COOL - 78' UNOCCUPIED COOL - 85'� 1 , I I /I - I I i I I I �:1 � I "I I I I � � I I LENNOX MODEL NUMBER - 41 � I 11 �l I � LCA180S . , I . LCA180S I I - 1 CHA24 1-603 J I CHA1,6-413 1 ­ . I , � -765 'i I I.CHA2141 3 1 � 'CHA16-311 ,� 1 1 1 1 " 11 �, 11 1, I ­mm-_ I , � I I I - 1111 . I I , .1 1. i - 68, 1 �l UNOCCUPIED HEAT -- 58' 1 1 1 . I I " � I I OCCUPIED HEAT . I I I �l I I 11 i, I �, :­ I , '' ­1 � I 11 I I � . , I � I I I I 11 I ?I ; � mmlkm� e� I . � I � I I I I �­ ,, I I I 1� ­___ I � 1 . . VIIMI I I � I I I CNICAL, FLOOR PLANS � , � . I 11 I . �: � I � 11 I �r � � I � I I I I I 1, , I I � , - , , ., ,� , . I I . - . � - i 1 11 , I .- � I � . I � 11 _� � I I I I I , I . � I . I I __ - I I I � . 11 � I 'ACCESSORIES/OPTIONS I I I . FURNISHED BY OWNER (Y OR � I I I � N) I I ll.� �_ � I I I � I �l I I � � I �_ I 1, t. I . I I I I 1'1� " - 11, . ''� � � M3 I � . ., " I I I . . I:_ MECHANICAL DETAILS I . I I � - I � 1. I 11;l 1, � I ­ I I � , I I . � � NOTE: , r r I � 11 " 1-1 I I I .1 I I "I �T� I I �l I .. I.. I - I - 11 � � ­ 1, �. 11 .1 I - I .11 1. I I � ­ I z I I I I I I . 11. I I ,� �, 1, I � . I 1'1� - I I., . ,�� . I . ­ I ,� . I 1 � � � ­ . THERMOSTATS . FOR HEATING ONLY SHALL HAVE SET POINT RANGE OF 55-F TO 75-F & FOR HEATING & COOLING SHALL - � . "__ -_ ECONOMIZE BC RELIEF i I . � . . I I I I 1, � .� I I I � I N . I , A r S5 I I ". . I . . 1. ROOF FRAMING PLAN ,I I � ''I � I .. ll�, I � 11 'Ir I � � �'. 'fil 11 I HAVE SET POINT RANGEOF 557 TO 85-F (ADJ.) TO PROVIDE A RANGE OF 10- BETWEEN FULL HEATING & FULL COOLING. . � I'll N , N . I N'' � - ,� 11 1, - Irl . i N . 111. - �:� -_ I , N , , I � ''I I �, � ''', � I I .. I 1� 1 "I I � I I . "I . . I I , , I I I � � I . I I I , ',�,� I I RMINATE ALL HEATING 0 68*F & ALL COOLING 0 787. ALL HEATING & COOLING THERMOSTATS SHALL BE DESIGNED TO TE I - I �l " I I . "I I I I . I 11 . I I I ,. I I I 1� � i 1. , 1, lj I . .. I I __�, I �l � I ­ I HVAC EQUIPMENT SHALL COMPLY WITH GOVERNING CODE. I 1, I . . I .1 , I- I � I . I- m ,, . � .4 � I I Ili'lM - I I I - 11 � � - , m : � I � � . � I - I . I I I I 1. . I TWO POSITION DAMPER ' � ­ I I 11 I 1, � "ll .. I .1 I I I I Y 1� � � � "I I , I I - I I Y I , � rl .1 I , , I . I , � Y � : , I - I �. I � ,� � __l,__ � 1, I �l I I Y - I , r �, -_ . I 1. I . I I I - - I I " Y , � _� , � .1 �, � 11 1. � I 1. I I , I , ,�y , I I I � ;l '­ I I 1. I � I Y . I I � 11, -1 - � - I r� 1 ;- I � � I 11 I - I I I � . I " I i - . 11 ,� . . I I -,,;*M-. I I I I � � � 1� I I r 1. I . 11 � I .: ­ � I � I I I 1. r I � , , I., ''I ­, I I ''.. i I I ': I I . I � I 11 � . -_ - I .- I I � � t . � - I . I � - � : I I 11 ALTERNATE DRIVE � � I � I I � I � *Y -_ I � - I I *Y , 1. ,r . � I I � I � N-, 1 I I I I � . I I N �, I I I . � I I I I � I.N I I � ­� . I ,� . I ,�. 1. I I . *Y I I I � I I I I r 11 , I I � ,N . 1. .1 11 I - . � I I I % 11 I I I - "I � �, I 1. I I I 1�, . . I '' I I I I I 11 I , " �l , � I � 11 1. 11 I I ,.� I 1-.1 I I : � � � I �.. I I � , I . I I . i I I , I I OU TSIDE AIR .CALCULATIONS I � I I I I I ' � - , - , I ; I � . I I I I � I I I ''I - I � I I I I � . I � � � I � I . I � . 11 .1 � I I . I . . N I - .. 'q I . I I � I-, I I �, �� � I I I . � � I I � I i I I I � �1_ I I 1. , � �11 �� � I - I i � : I - I , I I , � I � . j I I I . I I I . I - ' � I I . 11 � I I I I 1. I I I � I - ' . I I �l ,�, I � 11 � � I I � �! �:. . � �l "I � I 11 � - � 11 I r . � � � I 1�: � I �­ I I I I I I ALTERNATE'MOTOR ,� , . . � - I 9 . 1; N . . 11 I 1, . I I . � N ' I . 1, . I I I., I N � �, � , : , N � I I I I , . . ,.r 2 I I N : r , , � , � . I � �1. I I . , ,, I N 1 I I �, I . I 1� 1� I 1 � I I � � . � 1, I 11 � � I I I 11 � -_ I I I � " I ­ � I ; I I I I I ,� I . I . I 1� ­1 I - . � � I :� �! I I � I I � 1, : - 11 � " I - I � �l _% � � j I I I I -1 I I I "I 1. � ' ' ' 4 R . � �: OUTSIDE AIR REQUI ED' , I I 1, � I . I I I I ; I � i I I 1, '' A 12,973 S.F. X .3 CF .M/S.F. = � � , 3,892 CFM 11 I I I 1. I �l NET OCCUPIABLE SALES ARE I I 1. � . I I �l I. � I � I I I I I � � �l I . I I � �:� I . I � I . I I 11 � i IO . 11 I I ; � I . � I � I Y I I ­1 .Y I:, , , , I I " Y ,� ,. I 11 I . . . ­ I � Y .1 .1 �­ I I 111. , I 11 I I I � Y I � � - I I , 11 I , � 1, � Y , I 1� � .1 I I . , 11 I I r I Y I I I �l ­ I � -_ . I I I I I I I I - 1� I I I . � I I I 1: I I I I '� 11 I ___. I � - .��l 1�1 11 ,,"- I I I � I I I I I .1 . ,� .. . ,,,, . 1. .11 � � � WAREHOUSE AREA 7,298 S.F. X .1 5 CFM/S.F. = 365. CFM � 11 � I I I I I I I 1, - . 11 I � � I . I � I I 11 : -1 � I � I I I I I I . I I ____ I . I ��'. I � 1� I � . . � I I . 11 ,� � I � I I - I � . I 11 I , ;. I 11 I � I , I � � .1 I I '. �_: . � I i I I . ., I 1, . I . . . 11. 11 � r I " - I I I I � . r - I I . I I I I � I TOTAL = 4,257 CFM I ,�� , I � � _ I . I I I I .1 ­ 1, � I �l 1� I I I I . I � I I I I � I I 11 I r . BOTTOM POWER ENTRY KIT (IF.AVAIL.) I I I I � Y 11 - � .1 � "I. , ,Y , ­ : I I I ­ " I Y i I .1 � � . �: � I , � " , r. Y I " I I I I., r � 1, I . , I 1.� I I "I _ Y� �'. I I 1, I Y e , - ! I � I Y I �, I I I � ­ I I - � � . . � . I � I I 1 � � I � I I � � I , � .. I . . I . - � I ,, I I I ,� � I � � . I I 111. ,, . ­ " I : .1 . ­ I I li I- . 11 11 x � -1 I , I I � I - . - I I ­ - . I . I I I . 11 � .1 , . : I - - : I I - � I � - , � - I ; ,,, , , , , � . . OULTSIDE :AIR � PRQVIQEQ ' I � I I I � � . I I � 1 I � I � ,� � � .1 �. I �, I I I ,� I � . I I I I I I I � � I I . � � � I I I BURGLAR BARS I I . I Y , � � I � Y I I . .;, � I I . � I Y, � , .1 , lll�. , I I ­ I I . I I ' ,� . � Y r� � - _. I I - I , � N � ,, � I � - I N � I I I � ,_ ' . ' � I I N , � � I I , . I , I I I I I I I . , � I I o . � . I .. . I � . I - � I ,,, . , I I I . . � I 11 \ I I � I . � I 1� :1, i � , I I k I � . I ll� � I I � I RTU-1 = 845 CFM � I I I � � ; I ,''i 1 � . . I I I I I I I r.� � '' � . I ,� �� F''. .1 . I I I ­ , I � I" I �l I I I I � I I I � 11 I ; 1. � . , ,�-, �� I � I � ,� � I . I I , ,� I � I � � I I ,� .1 ! ", � � . � � I I I I ''I I I . ., 1�1 " I � RTU-2 = : 845 CFM � I I � �. � �- , I I I 11 I - . � I I 11 I I I � 7 I I 1 1 ., I . - I 11 I ! I I i - � I I � , I I .. � � . " , I �l ��. I I I , � I e 1. ,, I � 1� ­ � I I � I �_ I I I I I I I '� I � I RTU-3 = 500 CFM : �� . ''I � I I I . I . I I I � I . . UNIT FUSE BLOCK. 1. I 1, " I I I � I - -i, N� 11 � . I I , I I I I Y � I � I � I ,I. N �, I : �: � I , IN � � : � N � I ­N I : � I " I 4 N � I r I I I � I � I I 1� I I I . I I I I 11 I - I I I - � ''I ,. , I .1 11 11 1, - I I I ��_, � I I I I I I � � . . . . � RTU-4 =' 500 CFM . 11 � I I I r I I I ­ I I I I � � . I I � I ,�, , I I 1. I I I .1 I � I I ''I 1, - . ----. I 11 I . � �. 'I, 11 � � 1, �0� t I I I 1. I 1 I � I ,� r I., I ,�o I . ­ I � r . I . ! � . I , _,� I ,� f . I I � . I I I ;"J � � . I .11 I � I I . I . I � , , � I I � I I � , I � 1. I � I I � . � _­ 'r, I �, . RTU-5 = , 845: CFM � I I I .� I � I I I I I I I I i I 1� I . I , I I . I ' I I . 11 ,� - I �l I I l: RTU-6 = 305 CFM I . I I I I I �: � I - � I" � � � � 11 . � I -11 111, I . . � I TERMINAL BLOCK ­ . . I I I I , , I � I N � I I Y - I I I I I I I I I I , . N : ' I I I I r � I N I I I I I I I I I N � I ! � I 1, 1 ,, N ' : 1, I I I I � I 1. , . , N 11 I I . . � I . I I I . I I I I � " I I I I I I I ., ,, o I I I . " .1 I � I � I � I �. � � I i�� �. I I I , I . I RTU-7 = , 300 CFM . � I I �l . I I I I . I I . I I I I I ­ - 11 - 1� -7 � I - I I " I � v, - 1 1 I . . I I � � 1. � I'll � I I I � , � I � . 11 I - I � ­ I � I I I ,� I I I I � I I I 'k I � �l I - , I I I 1� I � I . I � I _ I � �­ � I , I I � I I I I I . .� - .1 . . _ r . i � I ­ � I .1 I � I RTU-8 =,, 130 CFM I � � 1 11 11 � ,�. :, I I.., - I � . - I I I � �l I I I I I , I � I - .1 � I � � I � � � � , , HEATER CONTROL MODULE_� I I � � �,:,, N �� � � % � � I I Y 1� I I � . .1 N �_ - I I 1: � ", 1. N I , I I I 1, I , � N -, , _:� I 1 1117 , �. I I I I � 11 �l .11 . 1. I N lll�. I I I I I . 1. � N � � 1 "I I - , - I ; , 11 I I I I : I ,l I I .�'� 4 1 1-1 - I ''I I I �:l .11 - I � � I I I i - - ,�'. I � . � ,� , TOTAL ,= 4,270 CFM , . . �' � , �_ �� i 1� I � , �,, I � I I I 1 . I I I . I I � I'' � . I 11 � I � I I � - i . � - I - 11 I . - ,r � i ­1 � I I . ''I , � - � ''. 11 11 I � ; ,. � . - 1. 1, �, "! � 4 - I I 11 ­ - r 11 I ­ I I I I I � - . � � I - I . . � . � . � i I �­_ ­;� i ;� , � I I I 11 r I =m0mimmummmi ", I : 1­1 ,�.� , � � � � . � � i � I I � I I I I I I � I I . �l I I . � " � I I ., . I ­ ,� � ��� bin 11 11 1. I I 11 . I I , � 1) /6i 10A I I � n A =. � - , � 11 . . I � I I � I . I ->r4ur\r I � I I � � 11 I I . � i I I I ( I rim u " I u - u AN V IN I u - 1. I - Ur-jr-141vila Z)FIMI.A. ULm VIIINL-L, IV I I 11 I I I � �l 11 , I � � I I I . I I r � L " I � �l . I I � I I � " ' � ­ I - I r I . I � I , ' � I I , I I '. I - � , I - � I ' ` '- � I . I I 1 I � - I ; � I 11 L I ' � � ­ , I � I - I � . 1. . . " , � I I . , �� . 1 I I I � MICRO METL r I r I I � I 1 . . I I i I � I I I I I . 1. . 11.1 ': I AUTOMATICALLY SHUT DOWN THE UNIT AND SHALL BE PLACED IN I I I �l I I - � I I I . - JUN I 4 1995 " ., I" � �:, I ' ' I , I I I .1 1. I , , I I . � � � I . I I �� " L - , , 11 , I 1 14,; �i , I . I I I I . I . . , I I � � � � . � . 1 �, U ' ' ' I I I . I I � ":�' I ,THE RETURN AND SUPPLY AIR DUCTS. _ , - ,: ,, , . I I I I . I I I " 11 � I- � I r � , � I I I li � I �� I . � I � I 4� I I . � I.''. I I ': ''I . I I I �� 1 3419 ROOSEVELT AVEN E � � . � � . , I I , I U I _ I 'L . . �, 11 " �� I , I � , �, � � . I �� � I I I � , , I , - � I , I �� I � � I �� I , I I I � I I I I �l I I I . i I I I I I � I I � INDIANAPOLIS, IN 46218 , � . I I I I I �, I � . . � . I I . I I . I I , I . � � I I . I �l �.. ,, I 11 , I . � I . I I � I � I , : -, , � 11 I I . I I I I I , I I I , I . . � , , I 11 I . I I I I I OR -, TELEPHONE #!S 317) 543-5980 . I . � . ; . I I ­ , . I I I I I I � 11. 11 . . '. �, � I I I I I I I I I i I r . I I - -- -, '� . I I � I ,� I �, I � � � I " I 1". � , I I .1 I � � " 1, ' I � I I i . ,, I I i � I I I I � � ' I : I 1 �800) 662-4822 1 , I . . I I I I I I 1 . . I � I- I 4 ; I r I I I i L ,, I I I - . . � . �: I ­ I I r 11 I - I � _ .1 I - I , L � - I I 1, I I I I . � 1. 1, I , , , , _ , ; 1, ,� ; I I I � I . �, I I I � '. � �� . , 1 4 1 1 1 . � � CT I . 1� I I I , I 1�: . , � I 1, I I I 11 " I r . L . I FAX # (3-17) 543-5986� ; � I I I I � I I I I � I I ' � � I .� 11 ­ . I I .. I I 11 I ''I I I 1: I I . I : I , I ' �, ,� - SMOKE DETECTORS.' REFER ROOF,TOP � PROFESSIONAL 11 - �__, ­ � I _,� j , I . � � I I I I I I .1 � I _\ I ' UNIT SCHEDULE NOTE #4 THIS SHEET. I 1. rl -� � , � ,.,,' "",­ , .. 'I ,� I 'Ir � . I I 1. . I . I I I I : . I � L, I I , I I , FULL SIZE R.A. DU :N � , ': : I � I � I 1, . I I , , . I I � I I � I � - SMOKE DETECTORS. REFER ROOF TOP - - I I '. I ____ -.,-- 1­ ., I—— I 1, OF RECORD: 1 � , " _� � I I I � t__1 p � - � . I � � I " I r I � � E --..-- --..--...- __ ... __ -..--- I I � I I I . I I 1 ,4- . I �, ", I . � I . I I � I I � I � I 'Mom • .: :•2 s. ,.. ,.5 a ,. .r. .. I .,. a. .. . S. _. a ,. �.... .. v -_. ♦ s'. :.. . r .? .. .< •;.� +l .._� t .' -� i:.: . ,.. ..:.. •' ,"nl ... •,3.: i3.- ! ': ':::# .�V vC:� .•ir C 1-�+ !l!{ i:• t.. fn . :. ,. . •�C .,. : :. 1. 1 ons a t ;� SALES.. AREA CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND & NOTES 12/19/94 0 3/10/95 C-4 ', SITE PLAN 12/19/94 0 3/10/95 C-7 ,:. SITE UTIL, & PVMT. MARKINGS 12/19/94 0 3/10/95 C-9 , GRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of 1 SITE PLAN — 01-23-95 INITIAL I DATE I INITIAL I DATE . I INITIAL I DATE IALH •� 11/10/95 1 FRH 02-10-95 1ALH 4/20/95 WC I UR I LAV I E4VC .MALE _. zF�2 i2,6 _ . 3.3 4 FEMALE 44 f FIX RES PROVIDED FOR 101 PEOPLE. � L A II WC UR LAV= EWC MALE 2 1 3 2' FEMALE 4 4 PLAN N -SCAL : 1 6 : E 1 0 O .A r� 4 I, " z , 3 P - LY � WOOD - 4 A NGL � ES I AF ( M F. N. 'I --2 VERTICAL i & 2 L A DIAGON 0 \.• - ANGLES 1 1/2 'X 1 1/2 X 1/8 ALL WELDED \cli o I STEEL ANGLE MOUNTING SHELF PRIMED \ PAINTED WHITEGL OSS SS ENAMEL. • - SECUR ELY LY ANCHOR RTO WALL STUDS W I 0 F N F FOUR 4 1 4 / 0 ST EEL FASTENE RS. S R j, I PLUMBING FIXTURE FIXTURE MANUFACTURER WATER CLOSET AND URINAL MARK SERIES NUMBER BOWL TYPE OUTLET FLUSH VALVE SEAT CARRIER ACCESSORIES AND FEATURES WC 1 AMERICAN STANDARD 2234.015 FLR. MOUNTED ELONGATED BOTTOM .' SLOAN BENEKE_ SIPHON -JET 111 523 WC 2 AMERICAN STANDARD 3043.102 FLR. MOUNTED SLOAN INSTALL PER A.D.A. RE UIR ELONGATED BOTTOM'- BENEKE Q EMENTS♦ FLUSH VALVE HEIGHT, SHALL BE DECREASED SIPHON -,JET 111 523 AS REQUIRED TO UR AMERICAN STANDARD AVOID HAND RAIL CONFLICT. WALL -HUNG SLOAN BACK 1 6541.132 ..,WASH OUT 186-1 1�81� INSTALL`PER A.D.A. REQUIREMENTS. FIXTURE MANUFACTURER r .. LAVATORY/SINK MARK SERIES NUMBER BOWL TYPE FAUCET SUPPLY PIPE TRAP ACCESSORIES AND FEATURES LAV 1 AMERICAN STANDARD 3303.000 19X16 ENAM. AMER. STD. FLEX WITH CHROME CAST IRON 2385.130 ANGLE STOP PLATED INSTALL PER. A.D.A. REQUIREMENTS. FAUCET WITH BRASS LEVER TYPE HANDLE AND 0.5 GPM AERATOR. LAV 2 AMERICAN STANDARD 9141.011 20X27 AMER: STD. FLEX WITH CHROME INSTALL PER A:D VIT. CHINA 7490.172H ANGLE STOP PLATED ,A. REQUIREMENTS. FAUCET WITH BRASS LEVER TYPE HANDLE ,AND 0.5 GPM AERATOR. S 1 AMERICAN STANDARD 7024.803 25X22X9 ENAM. AMER. STD. FLEX WITH CHROME FAUCET WITH 'LEVER TYPE H CAST IRON 6270,142H ANGLE STOP PLATED HANDLE AND BRASS - 0.5-GPM AERATOR. -FIXTURE ' 'MANUFACTURER FLOOR RECEPTOR MARK SERIES NUMBER ACCESSORIES AND FEATURES BASIN TYPE FAUCET TRAP FR 1 POWERS -FIAT S13-6 24X36 PRECAST-. TERRAZZO AMER. STD: . 8340.242 CAST IRON, REMOVABLE CHROME PLATED BRASS STRAINER PLATE. FIXTURE MANUFACTURER FLOOR DRAIN/STRAINER MARK SERIES NUMBER _ ACCESSORIES AND FEATURES MATERIAL TYPE SIZE FREE AREA MATERIAL FD 1 JOSAM 30003-6A CAST IRON .6A 6"0 11 BUFF , TWO PIECE BODY, DOUBLE DRAINAGE FLANGE . SQ. IN. POLISHED , WEEP BRONZE HOLES WITH P-TRAP. FIXTURE MANUFACTURER WATER HEATER " MARK SERIES, NUMBER ACCES50RIES AND FEATURES - GAL -CAPACITY TYPE # ELEMENTS WATTS . VOLTS/0 HWH 1 A.O. SMITH EL JF-20 20 ELECTRIC 1 2500 208/1 ' MOUNT ON SHELF PER DETAIL THIS SHEET WHERE SHOWN. SET TEMP: CONTROL AT 110' F. PROVIDE WATTS MODEL. #100XL TEMP./PRESS. RELIEF VALVE. FIXTURE MANUFACTURER ELECT. WATER COOLER MARK SERIES NUMBER ACC ► A ESSOR ES AND FEATURES CAPACITY VOLTS HP FINISH HALSE'f TAYLOR EWC HAC8-BL BI-LEVEL ELECTRIC WATER COOLER. INSTALL PER (SUPPLIED lY OWNER, 8 GPN 120 1/5 STANDARD A.D.A. REQUIREMENTS: REFER BI-LEVEL ELECTRIC INSTALLED BY PBC) `� ` ' WATER 'COOLER ELEVATIONS AND ROUGH -IN DETAIL THIS .SHEET. - FIXTURE . MANUFACTURER WALL HYDRANT ; MARK SERIES NUMBER ACCESSORIES AND FEATURES HYDRANT CASING BOX' TYPE WEIGHT 1 JOSAM 71150-8 - B BONZE BRONZE NIKALOY NON- FREEZE 7 LBS.' PROVIDE WITH WALL CLAMP, UNION ELBOW ASSEMBLY AND SELF -OPENING, VANDAL -PROOF , SATIN FINISH FACE COVER, FIXTURE MANUFACTURER HOSE BIBS MARK - SERIES NUMBER ACCESSORIES AND FEATURES BODY HANb,WHEEL HOSE END CONNECTION WEIGHT HB 1 _ WATTS SCS-4 .�' CAST BRASS. CAS-f IRON 3 4" l I.P. REGULAR PATTERN lI2 LBS.' PROVIDE WITH TAMPER PROOF VACUUM BREAKER. NOTES: 1. ALL FIXTURES SHALL AL BE `ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE "AM " INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE "AMERICANS WITH DISABILITIES ACT OF 1990 ♦FIXTURES AND THEIR (ANSI) PUBLICATION A117.1 "PROVIDING - ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE" AND/OR GOVERNING. CODE. ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE,. AND FEDERAL REGULATIONS AND COpES,'.INCLUDING,,BUT NOT LIMITED WATER AND ENERGY CONSERVATION T0, CODES. THE SCHEDULED AND/OR ,SPECIFIED PLUMBING FIXTURES `AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA THE AND SHALL BE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE, SCHEDULED OR SPECIFIED FIXTURES OR, EQUIPMENT, DO NOT COMPLY' WITH GOVERNING .CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID. FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES.:.- +' ' •tlon .I :a • - , -il vi 5. , t * �r . F. .„ f. 1 Y C t . A, iJ t; ,? • PLUMBING FLOOR PLAN FIXTURE PLAN z, 1 , f ' J f q� F ... 4 t .. ..., _ r� v � t k - BID DATE: �2/21/95 PROJECT NO.: 89421 9i DRAWN r 6 - - - - --�-- - r - - i / . P IN B G Y M R. F P TY OFF 2 H.W.HOT WATER E iWH Hof WA 0 TER HEATER E TER r in t i v � �t PIP I" E DROP , I This drawing 1s th e Exclusive P 9 Property of P Y „ _ 1 1 4 r I ---- -, ,__ _: LAV LAVAr Y _ OR MFR. FA ., ,: SPRINKLER N KL ER R T OYS H US: The information s .. y IP W : S AST B / E ( P Bc. TY 0 P F 2 _ c , 4 i�_ _ fed i d � M HAN G ER BRAC KET TYP. - , :: F AN A CTU R R U EDrawings, 0.P MOD. ODE MODEL NUMBER ER` , . , used o n r t he Re .. r. 1 .' 1 _roduc _ , � _ 1 _. 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ALL FANS, UNIT HEATERS, &DOOR HEATERS ARE FURNISHED BY TRU, K T.KEY OPERATED _ , •z TRIPP LITE DL 40 120V 150 150AP FL 120WM 6 0 J 20 DISCONNECT SWITCH NON FUSED EXCEPT •,L • " - , _' ED) 15 N0 CONDUIT DISCONNECTS,ETC. SHAL BE ROUTED ACRO S OR' MOUNTED � ANOT S, 0 :. _. ON FRONT GRAPHICS WALL' CONDUITS SHALL BE ROUTED IN SLAB OR- ' I - CHASE IN IS AREA. WITHIN WALLOR C THIS ,, S WISENSOR FOR ROOF TOP UNITS , 16."SEE SITE PLAN FOR SITE WORK BY ELC. LAMPS.I I CAND SCENT F FLUORESCENT MVMERCURY VAPOR MH ME AL HALIDE DE 4-QUARTZ HPS HIGH PRESSURE SODIUM ` TYPE. F XT. TANDEM WIRED, HALF OF FIXT. R TED ®356WTHE 0THERHA F ®1 WSEEDIAGR M ON SHT. E4 ALL CONDUCTORSSH SHALL BE 12 A G ASOTHERWISE NOTED 17. EXCEPT OR . , „ „ ,,AS REQUIRED FOR VOLTAGE DROP SEE SPECS.. ALL CONDUIT 1 2 , SE F NOTE, E SHEET B 0 ADDITIONAL LIGH GFIXTURES 0 , , : E 1 RLIGHTING REQUIRED. . � ,: EXCEPT AS OTHERWISE ` NOTED. ' , ,,: • .. -18 ELECTRICAL CONTRACTORSHALL PROVIDE ALWRING TO ALL ; SIGNS AND , ,•„: , ,.. :... TIONS TO ALL SIGNS.'S IGNS ARE PROVIDED MAKE FINAL CONNEC — BY OTHERS `ELC. SHALL COORDINATE LOCATION OF ROUGH IN WITH SIGN 1CIVIL ,.0 _. �.NOTICE,. ENGINEERING DESIGN C RDINATI N 0 Q. CONTRACTOR. .., '. : .. TI N G 0 A PARTIES H GINTEREST..: NOTICE. T L E JIN A.,, L P A N IN THIS CgNS CTI .PROJECT. TR ON ;. ,.,- •.7 ; 19. GENERATOR WRING (INCLUDING BRANCH CIRCUITS) SH LLBEC R RIED N _ ..., , IN A SEPARATE CONDUIT .SYSTEM FROM OTHER WIRING.. CONDUIT SYSTEM, `. 1. CIVIL EENGINEERING_ I I FOR THIS PROJECT IS BEING BYOTHE S , , BOXES & ENCLOSURES SHALLBE MARKED SO THEY —WILL 8E READILY IDENTIFIABLE • ; CONTRACTORS. 2. GqN DOCUMENAT_ED WITH THE CIVIL R LYIN TS NOT COORDINNENTS I r COMPO OF AN EMERGENCY SYSTEM . THEIR OWN RISK.ENGINEERING WORKSHALL D0 S0:AT SECURITY CONDUIT DOWNTHRU : _ , KOHLER REPRESENTATIVET0 DO INITIAL 20.ELC. SHALL NOTIFY L GENERATOR START—UP. BLOCK,FROM O ,CHORD OF B' ._ . 3COO COORDINATION WITH THVIC EPGINEERINGDOCUMENTS , , BEEN CO PLETEDRO ANY START—UP PERFORMED BY OTHER THAN KOHLER REP. WILL VOID :fTOM F FRAMING MEMBER ,HAS ONLY AS SHOWN BELOW :.: �.2—. 1` _ BID 95 DATE ;:,•,: WARRANTY CADD NAME. 1 2 PROJECT 0 894219GENERATOR , , . , 4 3 C TO TELCO ROOM'WALLS, L ENGINEERING I - Y- E�J EE G S. lVE RABBIS `� WALLS INC. 'INC. : BY. � CHECKED .BY GLR/PJH . •.Q s, ``::;.%n ,•.� ': •.. ''; ,.. ITV 1 :1\VV ILU. Ill WIN VI`I VLI\ JL,r%"o Jl Irl"" LJL. 1\vv ILv "I..I IILL,1.1 tw.. i. DASHED LINES AND SHALL BE HELD AS NEAR TO ROOF DECK AS .:.. FLSINGLE GANG PHOPIE BOX w ; ,,.;... ;. POSSIBLE.' AS SHOWN -0N SHEE E2. OOR: . , `INITIAL DATE INITIAL' DATE I JNITIAILDATE `GLR 1--30-95 GLR 1 4-21-95' { f C ' � .I t �� �� a ;r �' '� �' I.I i �� � '�A fi: i �i � i r �' ,. : �- I � 1 � i '� r. a c X .. .. rss,y,:c-MOOu c+.r�.mm DATE- 2'21 95 DRAWNBID i BY: •Y- PROTOTYPE DESIGNATION: '�+ r... :. r e•: }•..,_k-,K-r: .r,; .v JP1'K,t, {:y'.s':.:12+'. ..Fw�. .. < 6-=S.,S✓:-. ♦s: ♦ d:-,,:..' ,:a M .^:...: �. f =.a :N ���iii,,T--- k p ROAD Cj• 63127 �S a5 1 MANAGERS A x e 4 �k 5 2 2i .... ... , ..RGEDY�:STORE-� ... ... ... ... .. .. Q©( ....:' . ,. a NSA PLAL PLAN _, NORTH F F _ ,... _ 1 _. . ra.<. p aPT o , r _ , { , 1 , ^ • _ ,: .,,_ _. a-.. :� •>' >'- ,., a .', .� :, ^,�. a t t.. , , , , , < , i i. e , I , ti , e e. VA : , I , , a , .. • , e � ._ ::, ;' N a Date` Description, :. 1 10 g5 PERMIT °APPLICATION' M 0 EVIE & WNER R W I : . 295 H1 THIS DRAWNG SUPERC DESALL OTHERS err a . R NSF RMERVR1 501WNOTEWiREMOLD ISOLATING T 1 .. .�.. ., i a' i- 4 s w t e .p„ {• J 1. 3 •�® -'"-=----`�. DUPLEX `IG OUTLETS ICp Lin 01 0 CUTOUTS 'FOR SIGNAL. Mot u , - =10 I F �j r tRUN All 110ii r r f. r #6 COP PER---� -j-4#3, ll,� 1/2"C. 2P6,1 #6 (IG) 4 1/0, 2"C. i 1 C. 7 -3 2 W 4-35 1/ OMCM� IN EACH. a "4'FORMER Su""HEDULE TRANIZ-) PLAN MARK KVA HAS PRI VOLTS SEC. VOLTS FED FROM SERVING LOCATION REMARKS T-1 15 1 480 120/240 HC LC MOUNT, ON DECK ABOVE "TRU" EQUIP. ROOM FURN.BY INST BY ELC T-2 30 3 480 120/208 MDP LA MTD. ONFLOOR IN POWER ROOM T- 31 10 1 480 120/240 HC LB MTD.WALL ABOVE VE PNL. T-4 45 3 480 120/208 MDP LE MTD. ON FLOOR IN POWER ROOM T-5 45 3 LD MTD, ON WALL ABOVE PNL 1/10/95 PERMIT APPLICATION & OWNER REVIEW 1 6-12-95 REVISED CON TACTORS,GENERATOR,RTU'S 0 ._ _ , � . � I I . ;.... /A,r\ 1v %2f%vvll4u Quo 111 YlLA 5 6R ,,. .._ _ IINSTAL__E_ BY ELC.' � III PANEL . � PANEL .. A PANEL PA:,t T' To PANEL] NEJ IPANEL] , .. , TA-C Tur" R" C H E u LE (MECHANICALLLY HELD) Z? u PLAN MAN I U 9�R L T1 --S�RVI G MARK C-1 SQUARE 'D' 12P, 20A, 120V COIL POWER ROOM PANEL "HA" EMS OUTPUT # I C-2 SQUARE V 2P, 30A, 120V COIL, POWER ROOM PYLON SIGN EMS,OUTPUTI# 3 C-3 SQUARE V 4P. 20A, 120V, COIL .'POWER R bom EXTER I Oj R LT, 0 OFF PANEL HA 39,40 EMS OUTPUT # 6 C-4 SQUARE V 10P, 20A, 12QV COIL NEAR PANEL -LD", BLDG.' SIGNS OFF PANEL "LD" EMS OUTPUT # 3 C75 SQUARE V 6P, 20A, 120V COIL, POWER ROOM CKTS OFF PF PANEL FiC EMS OUTPUT # 2 C-6 SQUARE 'D 3P, 200A, 120V COIL POWER ROOM PANEL LE EMS OUTPUT # ,l C-7 SQUARE V 10P, 20A. 120V COIL POWER ROOM CKTS .OFF OF PANEL "HA" EMS OUTPUT # 2 C-8 SQUARE 'D',, 6P.- 20A, 120V COIL POWER ROOM CKTS IN PNL. 'LA -% & "LD' EMS OUTPUT ,# 1 c 9 SQUARE V 4P, 20A, 'I I 20V COIL POWER ROOM CKTS IN PNL. HA- 32,34, EMS OUTPUT # 6 -- C-10 SQUARE i D' 4P, 20A, 120V COIL POWER ROOM CKTS IN PNL. HA-34,36,38 EMS 'OUTPUT # 5 C-1 SQUARE V OV COIL POWER ROOM CKTS IN PNL. HA-18,20 EMS OUTPUT # 7 I 1. I rir_w; MR"' TERM 1 — 2 .. �..--• ..__. .. ,,.. _ —. _ _ _ 3 4, 5 6, 7�8 ,;_. 7 <.. 8 ..-. ' .., rltLu c "r _ , ft - RN 3 3 Rh 5 RN(' RN 7 RN -WIRING G N t RN[2' -TE h1 I RR r 20 1 - 2_ 3 4 5 6 '9 10 11 12 13 14'15 16 I7 18 19 21 22 23124 25- 27 28 2 32 53r!34 35 361371381 30 31 —1_ TR-2 TRANSFORMER - - F r= (LOCATED IN CP-1 LB-2 120 VOUT 24 ; A/C / VOLTC / A C D I (LOCATED ( �.; ,_ 9Ui'PUTa 1 SALES LTS & PLUGS . 2 u o`tTAl-ems . 3 BYLQN .SIGN�F3LDG SIGN_ 4 GENERATOR START 5. SECURITY LIGHTS 6 EXT & PK LOT LTS 7 SKYLIGHT -- LIGHTS,".- 8 UNOCCUPIED MODE x v) L t �;.` B" TO SYSTEM .00 � I t Fi 0W SWI TCH j I a --INSPECTOR'S TEST/ J AUX DRAIN TO SECURITY LOW "TEMPERATURE PANEL;' PRESSURE GAUGE . , } DEVICE (INSTALLED oq ! BY OTHERS), TAMPER SWITCH-- DOUBLE CHECK BACKFLOW PREVENTER WITH 2 OS&Y;VALVES AND PRESSURE GAUGES SECURITY EQUIPMENT SPEC'S MANUFACTURER MANUFACTURER'S j DESCRIPT,IoN IQTy ADDITIONS/TOTAL FIRE —CITE BG-B FIRE PULL STATIONS �� 6 GENERIC 18AWG/4C .' FPL SOLID WIRE 4000 GENERIC 22AW'G/4 CL2 BURGLAR WIRE — STANDARD JACKETED WHITE 6000 GENERIC N/A COAX/POWER WIRE (WHITE) 2000 GENERIC N A WIRE TO POWER PTZ (18AWG 12C—WHITE)�tl 2000 GENERIC N A 12 VOLT BATTERY FOR FIRE PANEL 2 SILENT KNIGHT 5230 REMOTE ANNUNCIATOR — IF REQUIRED BY LOCAL CODE N/A SILENT KNIGHT 5207 8 ZONE FIRE PANEL (TRU ONLY 1 WHEELOCK MT4-24—LSM—VFR HORN STROBE (24 VOLT)11 WHEELOCK DBB DEEP BACK BOX FOR WHEELOCK HORN STROBE 11 WHEELOCK BEI BACK BOX FOR STROBE 4 WHEELOCK LSM— 24—VFR STROBE (24`VOLT) 4 WHEELOCK FFT—R TRIMPLATE (FOR CEILING AREAS ONLY) 5 SIGNATURES DATE CPM THE EQUIPMENT ABOVE IS SUPPLIED BY "TRU AND INSTALLED BY CONTRACTOR ALL OTHER EQUIPMENT INSTALLED BY OTHERS. LPM 77— Z Z 777 7? 7 '777777777 _7 F ------- — ----- mom NV sons kNo ML N_Q_ -ERRIDE ­2''OUTP fs, CLASS u REM INPUTS D a =tayy De6cdptlon FIELD 24 VOLT, PILOT DUTY FIELD dl IR 3 4 5 6 4 , WIRING--jQRN' I IT RN N 2 'T RI N 5 R IT RN[75 TERM` [W Z � T. F. TER M 2 0, 21 22 2 'I r2 12 , [�,U 2 [3'21 3 .34T3 5 TRN 36 37 38 n f. 7 1516171819 [2 TR-2, TRANSFORMER (ILOCATED'� IWCO� J% J% II 120 24 . LB -42 VOLT VOLT (LOCATED I N CP L 0 p UT UTS' 1 SALES urs �& �PLUGS -ffm-Alff vpRmv-TA1rs— & 0FFlCE UGHTING 3 PYLON SIGN/BLDG SIGN 4 GENERATOR :START < 5 SECURITY LIGHTS 6 EXT & PK LOT LTS 7 SKYLIGHT - LIGHTS 8 UNOCCUPIED MODE m r V- A/C AC S TO ALLJERMINAL # 3 -15. OVERRIDE JOGGLE SWITCH INDICATORS: 'CONTACTO ON SQUARE 'b" I L OFF R DISENGAGED, CIRCUIT OPEN' �C SOLID STATE ICONTROL 7 ON CONTACTOR ENGAGED, CIRCUIT CLOSED. -OMA-nC'OPERA-nON.,: MODULES (JENSET (TB-DC1 TERMINAL # 31) 0 o AUTO= �AUI ETM 2024 UNIT - MOUNTED VATHIN NOT USED TO ALL TERMINAL # ON SQUARE D' ACTOR 1=6 �8 FOR CONTACTOR -R-8 NOT USED PRE -SALES LTG. SOLID 'STATE FOR rnMTArTnp # 51 7 SALES ITG 39 CONTROLLER EXFER OR LfQ 39 FOR nr%KI Af�TnD A r) 9, A— NOT USED M TO 'GENSET STARTER SKYLIGHT - LIGHTS UN -OCCUPIED .Of ROOF TOP UNIT I. TO GENSET RELAY. (TE3 - D Cl TERMINAL- 21) Pnp. (-.r)KITA(-Tr)p # in COMMON TERMINAL BLOCK H Ot C L I SIT ST E f 24,V JLQj DUrjl CO CL rP S 1A 11 12 13 14 HEAT HEAT FILTER CWL 7 CM FAR COMMON STAGE STAGE STAGE , 5WE 1 2 SAIUS CONFIRMATION INPUTS CONTACT CLOSURE ONLY 15 16 W H OVERRIDE SWITCH INPUT L 5 I EMP �NSOf� IPUT. 4) AU, ENS "I INPL 9 F . X (-) CL 1 _SIA MOI ULE N SS 2 LD ORK 5V h 2 P, VER IN 24 'AC.. C SS `INITIAL DATE I INITIAL DA'1E INITIALT DATE AUI 1/10/95 MH . 02-10-95 ALH 4/20/95 Ar-ruc>At ILt-_ I U UNAWINGS F 1, AND` P2 1 ALL ABOVE GRADE PIPING SHALL BE RUN CONCEALED WITHIN THE I E { . C.� TO L T AREA WHERE HUNG CEILING IS APPLIED. FLUSH CONTROLS SHAHBEHAND OPERATED -AND SHALL BE MOUNTED ON E E' - THE WIDE .SIDE OF, THE TOILET ,AREAS. 3/4" VACUUM RELIEF VALVE. SEE SPECIFICATIONS SECTION 15C,: TEMPERATURE/PRESSURE RELIEF VALVE WITH NO TRAP IN RELIEF LINE. ROUTE RELIEFLINE` I FULL, SIZE, ;WITHOUT UPWARD .OFFSET, TIGHT..TO, WALL AND EXPOSED IN THE JANITOR'S ,. I CLOSET TO FLOOR RECEPTOR (FR--1) AND.TERMINATE AT 2„ ABOVE FLOOD LEVEL OF FR-1. M KUc�r' DE CK ADJACEN T TO ROOF ACCE SS LADDE R. PROVIDE AUXILIARY ARY FRAMINGASRE D. TO SECURELYMOUNTHB- 1. ' H C.W. DOWN INSIDE WAIL. STUB OUT OF WALL. INTO. BREAK. ROOM- AT 12 I . A.F.F. AND " CIVIL SHT, DWG.' NO. CIVIL SHEET > DWG: TITLE', REV:: NO. z REV. < DATE REV. N0.: ' REV.: DATE':: REV. NO: REV. "': :DATE C-31. LEGEND & NOTES ,. 12%19/94 0- 3/10/95 C-4 SITE PLAN _ / 12 19 ' / 094 3 /10/9 5 C-7 SITE UTII_'& P,VMT. MARKINGS 12/19/94 0 3/10/95,;' C—O GRADING & DRAINAGE -PLAN 12/19/94 . 0 : 3/10/95 1' of'1 SITE PLAN — 0-23-95 INITIAL DATE INITIAL'' DATE . INITIAL DATE , ALH, , 1/10/95. jFRH -. , 02-10-95 ALH " . 14/20/95 :& DE AILS: 0 ROOF PLAN T . Al _MEN - AREA'-,-,*' HALL JAN I TOR - INSTA L L 1 2 , . GA - TE VALV E FOR VENDING N NG M �I MACHINES CO N NNEC ON, _ % Tl GOORD � Ui INATE EXACT LOC , 1 REFER ENLARGED SCALE _ - d FIXTURES vl F N , T10 FX RE5 PROVIDED F 1 1 PEOPI ,. A N WITH' OWNER'S REP ES . L. R ENTATIVE. 4E3_Q .�. 3 14 3 4 C.W. SUPPLY TO ST OREFRONT- RONT� F WALL HYDRANT / - W —1 . ROUTE C�H R TE AS HIG S H A POSSIBLE, REFER MAIN FLOOR PLANi FOR,CONTINUATION., W C -U R I L AV.I EWC MALE 2 1 , _2 1. . FEMALE' 4 : - 4 WC UR .1 LAV ` EW C MALE 2 1 3 2 FEMALE 4. " - 1 4 A PL N DRAWING P2 �8 .'. :— 2 - I - PIPING: BY 'MFR. TYP.::OF 2 HWH .HOT WATER HEATER A R "� PIPE DROP , - » : '.' 1 TOYS Sl U e [ S 7h Information shown ma Y ;, . . 1 , _:. 'tom - -- -- _ LAV MFR... ' LAVAT RY: Q MANUFACTURER ' _: SPRINKLER. RISER _ . not be used nor the Drawings Re rodu ed 1 1 4. IPS WASTE BY / OF -. t - : � _- +------ _ � � _ .-- _ '1 _ ,- -. : ANGER RAC ET TYP. : MOD. # MODEL. M ,. -. WATER R , W_ E ._ .METE without er ssi of. Y - ,: ,. P ml on TQ _S � US.:_,_ _ PBC. T'fP. . 2 I ,� _ -.I l}•i , N.LC. NOT IN CONTRACT 7 1 4 _ I �- _ w _ �, _ 1 i _ ,. _ ,.. N.T.S. PBC 0 TO SCA E N . T L PLUMBING CONTRACTOR,L�CG .. _ POINT OF CQNNECTION / ELEVATIQN 1NYERT _ . , t 14f1 `. . 7 TYP: I I I:. „ PRESS. _.. : - / _ _ 1t4 t l �r o 4 1 2 / I 2-3 4. � — cr - :. . do w \i (TYP, ) t _ 1. :. 3 8 TUBING SERVICE. _ / STOP WATER SUPPLY 13Y'PBC : P.S.L,P5L_. P.S,LG. PSIG PRESSURE. _ PQUNDS PER. S UARE -INCH Q ..ROUND PER SQUARE I GAUGE S S E..NCH COLD WATER PIPING _ ,.. .. < SAINFORR—FL. 2 1 2 TYP.. / ( ) � - a o t » RE D.RE Q UI ,. REQUIRED. "HOT :WATER PIPI G. N < 6 5 16 / _ _ .1�--3 1 2. /.- 00 �., N + � M a _ N _ _ / TRAP ARM BY B A P C 2 SQUIRED �. R SAN. . RAINWATER LEADER SANITARY _ T WATER RETURN.. PIPING _ ELECTRI A SUPPLY _ C S P lY 4 6 <r � w 6 13/16 _ - SHT. SHEET : ' . R RAINWATER LEA ER Drawing, �: _ 3 WIRE RECESSED BOX . _ N._ FL00 R f). I ( TYP.: ' _ / .: SY M _ TEMP. CAL SYMMETRICAL: Y - I.. p TEM ERATURE TRAP PRIMER _ SOIL/.SEWER/­WASTE PIPI NG P:., , SCHEDULE .,... , ., .. a TYP. :, _. TYP. , :. UR - TYPICAL ;; ,>URINAI ; . - ; ,_._. = : � •- ,. :.`.;. ; ...:VENT. PIPING :. I , : � K- I n i iU.A`I 1;•;.,. `• L'. }, -.:• .., ire CIVIL SHT. DWG. NO. CIVIL SHEET DWG.. TITLE REV, NO. REV. DATE REV. NO. V. DATE REV. NO. REV. `DATE C-3 LEGEND&NOTES 12/19/94 0 3/10/95 C-4 SITE PLAN 12/19/94 0 3/10/95 C-7 SITE UTih., & PVMT. MARKINGS . 12/19/94 " 0 3/10/95 C-9 ; CtRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of i SITE PLAN — 01-23-95 INITIAL DATE INITIAL, DATE INITIAL DATE ALH ' 1/10/95 FRH 02-10-95� ALN 4/20/95 (APPLICABLE TO 'DRAWINGS P1 AND P2) Q ALL ABOVE GRADE PIPING SHALLBE RUN CONCEALED WITHIN THE TOILET AREA WHERE HUNG CEILING IS APPLIED. FLUSH'CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED ON, THE WIDE SIDE OF THE TOILET AREAS. 3/4" VACUUM RELIEF VALVE. SEE SPECIFICATIONS SECTION 15C., TEMPERATURE/PRESSURE RELIEF VALVE WITH NO TRAP IN RELIEF LINE. ROUTE RELIEF LINE ' FULL SIZE, WITHOUT UPWARD. OFFSET, TIGHT TO WALL AND EXPOSED IN THE JANITOR'S j CLOSET TO FLOOR. RECEPTOR (FR-1) AND TERMINATE AT 2", ABOVE FLOOD LEVEL OF FR-1. l OFROOF ECK ADJACENTTO ROOF ACCESS LADDER.R.PROVIDE AUXILIARY FR AMING AS RE , D. TO SECURELY MOUNT HB-1. E U Y F' 1 W. 0 IN IDE 'WALL O T F WALL 1 0 BREAK OOM AT 1 .F F: AND 13i 2 C D WN S A L TUB U 0 IN A R 2 A O s INITIAL DATE INITIAL DATE INITIAL 1. 13ATE Wi 1/10/95 1 FRH 02-10-95 1 ALH 4/20/9.5 _. r LA MEN II AREA' JANITOR I. _ HALL. A , _ II , - 1 Q .. 1 OTF lit GATE VALVE FO .VENDINGMACHIES CONNECTION.ECTION.CO COORDINATE EXACT L C R FER ENLARGED SALEf TALL 12 O S RE -PLAN DRAWNG P2 7 aFIXTURES PR4VIPE9 F431 PEOPLE: 3AT10N WITH OWNER RESE TATI -. .__. ,... , ., . C. P TO STOREFRONT A ' OUT S FIG AS.POSSIBL ; 4 3 4 W SUPPLY STORE R WALL HYDRANT WH- R E A HIGH E, 1 1 0 F. RE.FER M IN ,FLOOR PLAN FOR CDNTINUATION. _ i WC I UR LAV EWC MALE 2 1 1 2 1 FEMALE 4. 4 WC UR L AV EWC MALE 2 1 3 2 FEMALE 4 4 ' � � p___ r� � - _- -- � � _lip j�- r �A— ':ooi A LONG PENIW5. ---BEAM OR ---BEAM OR M c Lo ation 16 V1 2.REFER TO ROOF FRAMING JOIST JOIST • "E" 'E" PLAN FOR RTU SCHEDULE, SIZES AND LOCATIONS.. '.;�.."".SAONVO R F V�'- L3x3xl /4 13 —BEAM OR 1113xl/4 11 1 L3x3xl/4 --I I AS REQ'D. TO FRA ME OP NINGS C-C C ig "Title 3/16 AS REQ'D. TO FRAME OPENINGS 0 Tn AS REQ'D. TO FRAME OPEN INGS 0 NOTE: CONTACT TOYS "R" US,REPRESENTATIVE AC ol T 0 I'T pp Toy R APPROVAL FOR APPROVAL BEFORE IMPLEMENTATION Draw­i e ..... # T pl c MAX. w 1: n 17 TAll l(jj SEE DETAIL 10/3/4, 11/3/4 AND 12/3/4 4r L4x4xl /4 U DE RTU CURB TYP.•AL B L4x4xl �4 Ull�D E RTU CUR B yp� FOR BASE DETAILS. B STRUT AS REQ D. PROVIDE J STRUT AS REQ'D. FRONT OF -rD"-r AS Prmlr) rl cllr SEE TYP JOIST c PROVIDE JOIST ___j PROVIDE %jlvz)i, , I L—H OiST'l -)v " F. JOIST 'Ar- THE BUILDING LOAD STRUT DETAIL LOAD STRUT DETAIL L4—j SEE TYP. JOIST FRONT OF FRONT OF cr LOAD STRUT DETAIL THE BUILDING THE BUILDING--7-,. R T PT[ I .,ql ippnPT TYPICALRTU- SUPP" -TYPir-Al Pr)r)l: r) P F ki I W TV0 110% A 1: DTI I ­Q1 IDW)PT' TYPIr-Al �- u 1 10 95 SUB RE�A — - - - - - - - - - - - PERMIT APPLICATION OWNER 1.6 SLAB'ON GRADE LOCATION THICKNESS & REINF. SUBBASE 4" CONC. SLAB ON GRADE 6 '4 MIL VAPOR BARRIER GENERAL REVISIONS W1 6x6-W1.4xW1.4 W.W.F. A, & 4" (RAVF1 qt]RRA.:-,F I I I I MK. SIZE REINF. (E.W. 130T.) F1 5'-6" x 5'-6" x 1'-2" DEEP (6) #5 F2 4'-0" x. 4'-0" x I'-b" DEEP (4) #5 F3 3'-0" x 3'-0" x I'-0" DEEP (3) #5 F4 8'-0" x 10'-0" x 1'-6" DEEP (10) #7 EACH WAY TOP & BOTTOM F5 8'- 0" x 8'-0" x 1'-6" DEEP (8) #7 EACH WAY TOP & BOTTOM FOUNDATION PLAN NOTES: 1. SEE SHEET $1 FOR GENERAL NOTES 2. SEE SHEET S2 FOR TYPICAL DETAILS 3. ALL ELEVATIONS BASED ON FINISH FLOOR ELEVATION OF 100'-0" FOR REFERENCE ONLY. SEE SITE PLAN FOR ACTUAL FINISH FLOOR ELEVATION. 4. TOP OF INTERIOR FOOTING AND TOP OF PILASTER ELEVATION 99'-4" UNLESS NOTED OTHERWISE. Opp. 3 ­7 { IAND 3 /—TRUCK SLAB - SEE � 2 1�3 z 0 z 0 o SLAB SCHEDULE COMPACTOR PAD 12'-0 8 6 ONTROL 1, 6 1 Fj D P CONSTR. JT.:D P 5 SEE SLAB SCHED. OINT V) V) V) z 0 z 0 z 0 _QQ)TR.; JT.F- Opp 3 HAND OPP. HAND A- 14'� 3 4 15 A& r (314 CON STRL CTION OR CONTRDL JOINT CONSTRUCTION OR CONTRDL JOINT L CONSTRI. CTION JOINT Ix CONSTRL CTION OR CONTR )L JOINT CONSTRL CTION OR CONTR DL JOINT Ii CONSTRI. CTION JOINT CONSTRL CTION OR CONTR L JOINT 0 0 0 0 0 0 0 0 f� i-- f� i-- fK- F- P� i-- F- F-- f� f-' i-- IL:� i- z: 05 Z� z 05 Z z 0 Z z FD 05 z z Z Z 0 05 z z 05 Z z 05 Z 0 --7 -5 CONSTRL CTION OR CONTR DL JOINT CONSTRL CTION JOINT Vol CONSTRLCTION OR CONTR )L JOINT CONSTRL CTION OR CONTR DL JOINT II WL L r CONSTR., JT. r Reftro' Dwin rag, no, No Drawl Si ENERAL NOTES S2 TYPICAL DETAILS S4 FOUNDATION DETAILS LL S5 ROOF FRAMING PLAN S6 ROOF FRAMING DETAILS 63 3 4 FUTURE ADJACENT MAI BID DATE: 2Z21/95 BUILDING CADD NAME: 219S03 PROJECT N 0.: 894,21.19 DRAWN BY: SDA CHECKED BY:.1-1 PROTOTYPE DESIGNATION: 199430K REV.' 0,94 is 10877,,,WATSON ROAD ST. LOUIS,,NO. 63127 PROJECT, MANAGER PROFESSIONAL OF RECORD: al PAULJ. HUBER 314-821-11009. 5 JUN, 1 99, 4 at!0'n' I Office' National 401 From: Roold, �"' �.�'.,- 16"x16"' CONC. 2 #4 CONT. 6" W 4) #6 VERT.. DWLS. PI AS ER REINF. 8 L & #3 TIES (6 04 O.C. W, (4� #6 VERT. DWLS. V-8" & BALANCE ® 12" O.C.) & #3 TIES (3 ® 4" O.C. a x 12" CONC. WALL k { C 51 r r 51 „ , 1- - , - 10 5/8. -h6-63 8 51 0 46 6 3 8 10 5 8 � NO Date Description 1. SEE SHEET S1 FOR GENERAL NOTES.. /_ / / / i 1 10 95 PERMIT APPLICATION 2, SEE SHEET S2 FOR TYPICAL DETAILS. 1.6 3. TOP' STEEL T EQUALS TO F OF ST E (T.O.S.)P 0 STEEL JOIST/UNDERSIDE OF METALy✓ GENERAL. RVISIONS DECK. BEAMS AND JOIST GIRDERS REFERENCED +/- FROM TOP OF STEEL. 27'-7 5/8" 18'-10 3/4' y 27'-7 5/8" 21'-0" 97'-2 3 8 4. METAL ROOF DECK SHALL BE ` 22 GAGE, 36" WIDE, 1 1 /2" DEEP, WIDE RIB - ROOF DECK AND SHALL BE CONNECTED TO FRAMING MEMBERS AS FOLLOWS: - 10 5/8" t V-2 5/8" 126 (DIAPHRAGM SHEAR = 223 PLF) - A. TO ALL TRANSVERSE SUPPORTS, 5/8" DIA. PUDDLE WELDS, 4 PER SHEET. B. TO ALL SUPPORTS PARALLEL TO FLUTES, 5/8" DIA. PUDDLE WELDS, 0 9" O.C. C. SIDE SEAMS #10 SCREWS (BUILDEX), 3 PER SPAN. t 5. STEEL JOISTS. IDENTIFIED ON PLAN AS "SP" SHALL BE DESIGNED FOR THE t 5 6 t t t UNIFORM LOAD CAPACITY (AS SPECIFIED IN THE SJI STANDARD LOAD TABLES) - W14x22 IN ADDITION TO THE CONCENTRATED LOADS SHOWN ON THE PLAN. STEEL F _ - - ._ T.O.S. 114'-2 1/2" 5 _5 JOIST GIRDERS IDENTIFIED ON PLAN AS "SP" SHALL BE DESIGNED FOR THE G - UNIFORM PANEL POINT LOADS SHOWN ON THE DRAWINGS IN ADDITION TO THE aA CONCENTRATED LOADS SHOWN ON PLAN. ALL ITEMS SUCH AS MECHANICAL t 45 6 t EQUIPMENT, DUCT WORK, PIPES, CEILINGS, FIXTURES, ETC. THAT ARE TO BE 0 6K2 JOTS S SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH �, i 5 6 " N D P J IS AUXILIARY FRAMING TO THE PANEL POINTS OF THE JOIST (SEE TYPICAL JOIST `' E IS 0 EA. END 3 STRUT DETAIL). METHODS OF FRAMING THAT INDUCE BENDING TO THE JOIST \ 6 4 -QUAL SPA ES 5 6 _ CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. W14x30 W1 x30 30G9N10.7K 30G8Nll.OK E _ T.O.S. 114'-10 1/2" - -5 6, STEEL JOIST CAMBER SHALL BE PROVIDED AND SHALL CONFORM TO SECTIONL11 go 4.7 OF THE SJI SPECIFICATIONS. STEEL JOIST GIRDER CAMBER SHALL 3'-0" 6 28K SP CONFORM TO THE SJI SPECIFICATIONS. 5 W/ DEE JOI T ENUS , DEAD LOADS 5 6 ® RID NE ONLY aS BUILT-UP ROOF W/GRAVEL = 5.6 PSF 1 ROOF SCUT E z EXHAUST FAN #1 INSULATION = 2.4 PSF METAL DECK = 2.0 PSF fYPIC L ROOF 0 NG. ( JOISTS 3.0 PSF r co DETAIL & MECH. HF DWGS. e ETAI & A CH. WG.) ) GIRDERS 2.0 PSF Drawim Ref MECH. /ELEC. /FIRE PROT. = 3.0 PSF R 6 SEE SCH LE gl TOTAL DEAD LOAD = 18.0 PSF 28K9 JOIST No nrawin s /5" DEEP JOIST ENDS 0 G ID LINE "E' ONL S1 GENERAL NOTES LIVE LOADS 2 TYPICAL DETAILS METAL DECK/JOISTS 20.0 PSF j%32j8NlJKSP `IG G o ci S3 FOUNDATION PLAN T.O.S. 115'-11 5/8" 3 G9N1 .7K 32 8N11. KSP - --- - - - 34 FOUNDATION DETAILS JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS -2 2 - TRIBUTARY AREA.0 TO 200 SQ. FT. = 20.0 PSF S6 ROOF FRAMING DETAILS TRIBUTARY AREA 201 TO 600 SO. FT. 20.0 PSF TRIBUTARY AREA OVER 600 SQ. FT. _ 20.0 PSF -I-W--L UPLIFT DUE TO WIND RT --4 R 3 SEE S3CWE DU L SEE SCHEDUL co fE GROSS UPLIFT METAL BECK/JOISTS 32.3 PSF ® _ W JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS 14.65 PSF _ NET UPLIFT i 1 1 JOISTS = 19.3 PSF 28K JOT_ S 21SK9 JOISTS JOISTS GIRDERS 0 PSF 28K9 1OISTd 28 9SP 28' 9SP 2 i A II o G�' G� :EllF� T.O.S. 117'-0 3/4" 4408 11.0 44G N10. KSP 144GEIN11.OK - _ C -2 1/2") 0 -2 1 2 -2 1 2 �,�i� RIDGI G AS REQ' - P.SESPC. `� _ BID DATE: 2/21/95 1 CADD NAME: 219SO5 PROJ RT -5 _ SDA CHEC SE SCHEDULE DRAWN BY: z • 199 CJ PROTOTYPE DESIGNATION. 1 28K9 JOIST -I 2181<9 DISTS 2& 9SP L�z 1 2 10877 WATSOI ST. LOUTS, MC ' 5 6 1 0 PROJECT MAP -� r- COLUMN SCHEDU-LE MKI SIZE BASE PLATE ANCHOR BOLTS C1 TS6x6x0.3125 12x12x1 (4)-3/4"0 C2 TS5x5x0.25 6x12x1 (2)-3/4"0 C3 TS 5 x 5 x. 0.1875 7 x 12 x 1 (2) - 3/4" 0 Sox xO.3 x10x3/4 1 0 1 N T.O.S. 118'-1 7/8° / 48 8N11. 48 9N10. KSP 48 8N11. KSP B - - - -2 1 2 l-G 1 2 R -1 LL 28K 1SP RTU 2- v w SE SCH DULE - SEE SCHE ULE J 81<9 OISTST 28K9 JOTS S 21 K9 J ISTS SKYLIGHT (SEE TYPICAL ROOF OPNG. PROFESSIONAL 28 9SP 28 9SP DETAIL SHEET S2 & ARCH. DWGS.) OF RECORD: (TYP. 0 ALL SKYLIGHTS) PAUL J. HUBER i RTU 8 RTU 7 314 821 1100 JUN 1 SEE SCH SEE SCHE ULE I� ULE E�z 10 5 8 -E EQUAL SPACE 9 E AL SPACES 8 QUAL PACE 10 5/8 �_ �, SKYLIGHTS TO BE CENTERED 'ABOVE TO -71 1 z 1 ¢ a ROOF JOIST. TYPICAL 0 ALL SKYLIGHTS 10 lyls .fl . J i3 a ( ) 3_ 5 6 2 -6" m 6 2'-6' C T. ® ix TO/ 2. CANT. ® � Z 2. TO tij National C o w 3.4 �� 461 Fran �� T.co O.S.. 119'-3" W18x3 -2 1 " _ 18x40 2 1 2" W18x35 -2 1 2„ A.1 - _ 2 2 4 - Paramus, `._.J 0 1 N w t Wi 12 1 (201), 599 ., m 5 6 - GEOFFREY t ,. �' T.O.S.119'-6" 5 6 10x 2 W1 x12 W10x12 W10x12 W10 12 W10x12 Ox1 Ox12 W10x12 W10x1 1 TO 1.5 6 3.4 Tq 4 This drawing is the Exclusive W BEAA ,\ 'S• g TYP. J t 5 6 6 LINE A t TOYS "fl" US. The informatic i t i 1 not be used not the Drawing. I 11 v; Is . h 3 EQ. SPA. � I I 2 E0.` S 3 EQ. S A. - uvi♦•{�ni i1• nnrmiccinn of T(lYC C) 0 DULE STEEL,'LINTEL SCHEr" CLEAR SPAN 12" BLOCK OR 8" BLOCK + 4" BRICK B" BLOCK W-4" OR LESS (3) L3 1/2x3 1/2x1/4 (2) 0 1/2x3 1/2x1/4 OVER 6'-4" TO 10'-4" W8x10 W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE OVER 10'-4" TO 12'-4" W8x13 : W/ 11 x1 /4 PLATE W8x10 W/ 7x1 /4 PLATE OVER 12'-4" TO 14'-4" W8x21 W/ 11 x1 /4 PLATE W8x13 W/ 7x1 /4 PLATE LINTEL NOTES: 1. LINTEL SIZES SHOWN ARE DESIGNED,TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING' ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. 2. LINTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE, MASONRY HAS ATTAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). 3. LINTEL SIZES SHOWN APPLY WHERE LINTEL SIZES ARE NOT OTHERWISE SHOWN ON THE PRAWINGS. 4. WHERE W8 BEAMS WITH PLATES ARE USED ­ PLATE PLATE SHALL BE CENTERED ON BEAM AND SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16" FILLET WELDS 1 1/2" LONG SPACED AT 12" O.C. EACH SIDE. 5. SEE ""TYPICAL LINTEL BEARING" DETAIL (SHEET S2) FOR END BEARING AND WALL ANCHORS. 6. ANGLE LINTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. WHERE W8 BEAMS NTH PLATES ARE USED PLATES SHALL BE GALVANIZED. RTU MK MANUF. CURE) LENGTH JOIST LOAD REMARKS RTU 1,2,5 LENNOX 8'-6 1/23' 680# TYPE III RTU 3.4 LENNOX 7'-8 1 /2" 480# " `TYPE II RTU 6 LENNOX 3'-8 7/8" 140# TYPE I RTU 7 LENNOX W-10 1 /8" 260# TYPE II RTY 8 LENNOX 4'-8 3/8" 140# TYPE NOTE: ' VERIFY ALL LOADS, LOCATIONS, CURB SIZES, AN,D. OPENING SIZES WITH. MECHANICAL CONTRACTOR PRIOR TO FABRICATION. ADJUST SPACING OF STEEL JOIST AS REQUIRED FOR ;, ME9HANICAL OPENINGS. SEE TYPICAL, RTU .SUPPORT DETAIL TYPE I, II & III FOR FRAMING. JOIST LOAD: CONCENTRATED FORCES TO BE APPLIED TO EACH SPECIAL JOIST FOR THE DESIGN PURPOSES. AT THE LOCATIONS IDENTIFIED ON THE PLAN. _ .. .. _ _ .'. - x :: .. .. Y - �� - >. ~ i 1 l Revisions i No Date Description ' p , 1/10/95 PERMIT APPLICATION & OWNER REVIEW 4/24/95 GENERAL_ REVISIONS 1 2 3 z 4 A\, 6 i 93 GENERAL REVISIONS r "ED N TE S K E "y U I 1.6 (APPLICABLE TO DRAWINGS M1 THRU M4) HAC SHAL L PROVIDE TYPE,L COPPER CONDENSATE DRAINAGE PIPING SYSTEM OF SIZES AND .ROUTING AS SHOWN ON PLAN, EXTERNAL 4" DEEP P-TRAP REQUIRED ONLY. IF EQUIPMENT IS NOT SUPPLIED WITH A , I - BUILT-IN TRAP SYSTEM. VERIFY WITH LENNOX. CAP ALL UNUSED CONDENSATE DRAIN FITTINGS. REFER s - I CONDENSATE DRAINAGE PIPING SUPPORT DETAIL AND RTU CONDENSATE DRAIN PIPING DETAIL ON DWG. , ' M3. TERMINATE CONDENSATE DRAINAGE PIPING WITH 90' ELBOW DOWN OVER GUTTER. REFER DWG. A11 GUTTER DETAIL. SLOPE CONDENSATE DRAINAGE PIPING AT 1% (MIN. & TYP.). . I POWER ROOM ' 2 SUPPLY. AND RETURN AIR DUCTWORK _SHALL .HAVE 1" THICK INTERNAL FIBERGLASS DUCT LINER EQUAL TO � CERTAINTEED (CGS) OR OWENS CORNING. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. 11 I ALLOWANCE FOR INTERNAL DUCT LINER HAS BEEN MADE WHERE SPECIFIED. A3 HAC SHALL PROVIDE 90 ELBOWAND 12 (MIN.) LENGTH OF EXHAUST PIPE IN VERTICAL POSITION FOR GENERATOR EXHAUST. -CAP WITH EXHAUST FLAPPER. SIZE EXHAUST PIPE PER MFR S. RECOMMENDATION. GENERATOR r ; TRANSFORMER I FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MFR' -�-- S , ( 4 RECOMMENDED BEND RADIUS, WITHOUT UNDUE RESTRICTIONS, :.BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 1/2° WIDE SHALL BE USED TO SUSPEND FLEXIBLE i i � T{•, DUCTS. DUCTING. FURNISHED NTH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES � i • My'r ATTACHED TO GROMMETS. I� RECEIVING i COMPACTOR BOTTOM OF SUPPLY (S2) DIFFUSER (21"�5 NECK) AT 12'-0" A.F.F. LOCATE DIFFUSER CENTERED OVER THE __, 111 BREAK � r AIREA' � SERVICE DESK AREA. PROVIDE 21"0 SPIRAL DUCT DROP (WITH NO TRANSITIONS, i I,�_ -� I • OFFSET AS REQUIRED) TO i ,� r ROOM REFER ENLARGED SCALE " DIFFUSER. COORDINATE EXACT LOCATION OF DIFFUSER AND DUCT DROP WITH LIGHTING. SUSPEND DIFFUSER REFER SPEC. H =1 -- 1 1/4 103 PLAN DRAWING M2 ...,_ AND DUCTWORK FROM ROOF STRUCTURE WITH N0. 12 GA. (MIN.) WIRE. TRANSITION SUPPLY AIR DUCTWORK L �_;_� Q ON DWG. M4. I FROM FULL SIZE OF UNIT CURB OPENING TO 21"0 ABOVE BOTTOM CHORD OF ROOF BAR JOISTS. VERIFY R 1 UNIT CURB OPENING SIZE WITH RTU MFR. PROVIDE WHITE PAINTED ANGLE IRON FRAME AROUND SUPPLY E -- ---- — -------�---------- 1 DUCT ROOF PENETRATION TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. THE INNER, ADJUSTABLE - -- H _I � D a D o � � � TRAINING < . ' BLE THIRD CONE ASSEMBLY OF THE DIFFUSER SHALL BE SECURED TO THE DIFFUSER NECK WITH 2 DOM. RISER. SEE DWG. P1. , #12 GA. (MIN.) GALVANIZED, SOFT ANNEALED, MILD STEEL WIRE TIGHTLY LOOPED OVER EACH OF THE THREE I Q�� D O D O 105 h D [) D 0 SPRINKLER RISER. SEE FIRE PROT. DWGS. , .STEEL SUPPORT STRUTS WITHIN THE DIFFUSER NECK AND UNDER THE THREE STRUTS OF THE THIRD CONE I D O D O � ASSEMBLY. EACH WIRE LOOP SHALL BE TIGHTLY FORMED TO PREVENT ANY VERTICAL DROP OF THE THIRD CLOSET CONE ASSEMBLY FROM ITS FINAL POSITION. _ I —�� ��r�n�n I BOTTOM OF RETURN (R2) GRILLE (30X12) FLUSH WITH BOTTOM OF ROOF, DECK. PROVIDE WHITE PAINTED PRE SALES AREA- I ��,�__— o , EF .. 110 � _ ..HALL ANGLE IRON FRAME. AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. I .� ON ROOF 1 No pra�vin s o r -� 1 TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY i 1 O6 � � I �.� � A99 � CURB OPENING SIZE WITH RTU MFR. - A � — - - M2 ENLARGED MECHANICAL FLOOR PLANS I ©6 WOMEN ---- -- 7 BOTTOM OF 'RETURN (R2) GRILLE (20X14) FLUSH WITH BOTTOM- OF ROOF DECK. PROVIDE WHITE: PAINTED `-- { DD-- ---- G 107 M3 MECHANICAL DETAILS I I rN ANGLE IRON FRAME AROUND GRILLE TO COMPLETELY CONCEAL AND FINISH ROUGH ROOF PENETRATION. i 3/4" � .. fi TRANSITION RETURN AIR DUCTWORK AS REQUIRED INSIDE ROOF CURB TO FIT UNIT CURB OPENING. VERIFY _ _= ; __ __ �_ ___ - __ __ - - - __ - __ __ - __ - __ : _._ - -- --- �-- -- - - - - ._- _-- _ -- - _-- -, -- _� t_-- _-- � � MEN M4 MECHANICAL SCHEDULES „-• , CURB OPENING SIZE WITH RTU MFR. _ 108 S5 ROOF FRAMING PLAN II JANITOR MOUNT TF- 3 AND RELATED GRILLE AS HIGH AS POSSIBLE BETWEEN ROOF BAR JOISTS. TF-3 SHALL BE RTU 8 INTERLOCKED WITH UH-2 TO BE LUCKED OUT WHEN UH-2 IS IN OPERATION. TF-3 INTERLOCK BY ELC. II I I 109 F1 FIXTURE i 1 I i 6 � . E PLAN b ,,, UH-2 CONTROLS BY HAC. REFER ELECT. DRAWINGS FOR CLARIFICATIQN. II I i - II 1 1/4 I P1 PLUMBING FLOOR PIAN REFER TO DOOR. HEATER MOUNTING DETAIL ON :DRAWING M3, SCHEDULE ON DRAWING M4 AND SPECI I - _ g F CA A10 ROOF PLAN DETAILS TIO D - - - - NS SECTION 15D FOR CLARIFICATION. TYPICAL ALL DOOR HEATERS (AIR CURTAINS). II I ' PROVIDE DUCT DROPS FROM UNIT FULL SIZE OF UNIT CURB OPENINGS. TRANSITION AS REQUIRED TO DUCT - I 0 10 II SIZES SHOWN ON PLAN. TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS. VERIFY . RTU CURB OPENING SIZES AND CONFIGURATION WITH RTU MFR , ! I I 1 1 /4H Z I I , I 3/4" r II J 11 NEW SUPPLY AND. RETURN AIR DUCTWORK (INCLUDING FLEX -DUCT) FOR RTU-6 DUCT SYSTEM SHAM HAVE _ 2 1/2" THICK ALL SERVICE FACED DUCT WRAP INSULATION AS MANUFACTURED BY OVENS -CORNING, _____. ___ D RTU ___ I i m , II OUT -OF -PACKAGE R-VALUE = 8.3; INSTALLED R-VALUE =6.3. DUCT WRAP INSTALLATION SHALL BE D , i I 4 � � I � I :F : PER MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. � , II L. J COOLING II REFER DETAIL AND. ( ED ONLY) I i SPEC. ON DWG. M4 FOR II DUCTWORK AND GRILLES. II (TYP. RTU-1 THRU I i II RTU-5.) j , 'SKYLIGHT 1/4" (TYP i REFER DWG. A10. AREA 110 Ij BID DATE: 2/21/95 c; CADD NAME: 219Mo1-2 PROJECT NO,: 894219 s, --- � SALES AREA I II 101 a DRAWN BY: ALH CHECKED BY: TMG PROTOTYPE DESI,GNI00N: 199430K REV. 0.94 - I I 3/4- --D ce I I s i is w CIVIL SHT. DWG. NO. CIVIL SHEET DWG. TITLE REV. NO.. REV. DATE REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND & NOTES 12/19/94 0 3/10/95 C-4 SITE PLAN 12/19/94 0 3/10/95 C-7 SITE UTIL. & PVMT. MARKINGS 12/19/94 1 0 3/10/95 . C-9 _ GRADING & DRAINAGE PLAN 12/19/94 0 3/10/95 1 of 1 SITE PLAN - 01-23-95 INITIAL . DATE I INITIAL I DATE I INITIAL I DATE ALH 1/10/95 1 FRH _ 02-10-95 1 ALH 4/2D/95 II (COOLING ONLY ^ � ST. LOUIS, MO 63127 II 1 o NOTE: PROVIDE 24" X 24" SQ. 1 X i - " UN PROJECT MANAGERS 2 X 16 II I UNDERGROUND UTILITIES OR ' GA. PAINTED EXPANDED METAL MESH I II UTILITY RISERS, INCLUDING ,.` GRILLE WITH 1" X 1" X „1/16" ANGLE TF 1"--� � � SPRINKLER RISER,. SHALL- NOT IRON FRAME PAINTED WHITE FOR FAN 3 j 8 II I I BE INSTALLED INSIDE BUILDING i I WITHIN THE FRONT 100 FEET OF DISCHARGE.. II � I . ,. II i i THE BUILDING. (B----------- 3/4 _-3/4 _ \ PROFESSIONAL y RTU OF RECORD: SECURITY --,,,I 1 2 PAUL J. HUB 1 ROOM --- -}___ REFER DETAIL` AND (COOLING L _� 102 ' ONLY) '� SPEC. ON DWG. M4 FOR 314-82`1--'1100 r I DUCTWORK AND GRILLES.. - I 3/4" (TYP. RTU-1 THRU I TF-3 MOUNT AT 48" A.F.F. PROVIDE HONEYWELL i F� C.P.U. RTU-5.) MODEL #T651A (OR EQUAL), LINE VOLTAGE T-STAT. ®, POWER WIRING THRU T-STAT BY ELC. T-STAT BY T 113 i _ I� - Is HAC. FAN SHALL RUN ON A RISE IN SPACE TEMP- rrrr I - , tt yts p ERAIURE. 'SET T-STAT AT 80'F (ADJ.). PROVIDE — , / H II COUNT DIR. OFF. ' j ..CONTROL BOX AND 1 2 CONDUIT FOR T-STAT I `� WRING CONCEALED IN WALL Notional Off II ROOM 11 S I 3/4 6 : T2-1663 3/4H o RTU (COOLING 461 From Road I ONLY) ON2SALES AREA SIDE -- —120 -m I 7 Paramus, :NJ 07652 ,. �rSERVICE (201) 599-7800 , OF BULKHEAD. MOUNT mil C! SERVICE I 1 Z1 AS HIGH AS POSSIBLE.) I ENTRANCE VEST. 117 � % GEOFFREY : _ S1 360 TRAINING „ .. TF 1224 _ 1 0 EX FL FLEX - 1105 T TY . DUCT P 0 TF �`. 21 95 � ._ .... D TE. BID" A --r : 3X 23 2 1 2X12 _ _ 9 02 1 894 21 M PROJECT f N0. P J ADD N ME. E G A _ 22X22 i TY R. 4 _ ., 1 G .. ., TM ALH _ ._ Y , CHECKED _ DRAWN : BY. _ . H _ y - - Y 09 I N 9 430 E . IGNAT 0 . 0 OTY ES R T PE D 2 X22 -39 . 2 T1 1166 222 , 2 1 30 S 2 :. S ;. 3 1024 a _ . S1. T 0 � FLEX -DUCT 1 F _.,. , _.: -�--- 8 4X14 12 107WATSNCo ON,RQAD ai 2726 es PCSSIRI Fl 3fX94(MOUNT AS HIGHT2DAMPER TYP. ST..LOUIS M0 63 127 ._ ,,. . NOTES: 1. DOOR HEATERS/AIR CURTAINS AINS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 2, REFER TO ARCHITECTURAL DRAWINGS 2 FOR ENTRANCE VESTIBULE DETAIL. GCC GENERAL CONSTRUCTION CONTRACTOR. H2O WATER TIMER SWITCH HAC HEATING AND AIR CO ` N CONTRACTOR D. R,D _ H.P. HORSE POWER DUCT RISE OR DROP R=RISE D=DROP —�.- ( ) _ ,. HVAC .HEATING V ENTILATING AIR COND.- - ,r LD LOUVERED DOOR 8Y GC C ( ) FLEXIBLE DUCT CONNECTION , L.D.B. LEAVING DRY BULB MFR. MANUFACTURER .-... .. . ... .. RETURN EXHAUST OR � nl IT[`If11� Alrf I'll 1l1T , o ra,�g w' � ! 11 , r > , r 1 , e� r I MANUFACTURES SIZE/MODEL C.F.M. S_.P. N.C. N FAN, R.P.M .IN MARK , _ _ TF 1 GRE ENHECK 1 0 4 BSQ 6 3 2 3 1 99 3 2 / 012 51 6 860 / 1 . I TF _ 2 GftEENHECK SQ-80-D .394 0.125 1550 . TF 3 I GREENHECK H E_ 4_ 4 - 1 24A S E 4 D 0,125 - 5 112 'I I TF-4 GR EN E CK E H 5 -1 7 P 2 405 0.050 1580 i F - E 1 I GREE HECK N '. _ _ GB 80 4 718 0.250 1590 -ELECTRICALTA H.P. / W VOLTS PHASE. 1/4 H.P. 115 1 1/ 15 H.P. 115 1 1 /4 H.P. 115 1 190 W 115 1 1/ 4 H.P. 115 1 ACCESSORIES REMARKS LOCATION ROOF TOPUNlr s _ FURNISHED Y OWNER � i =#295 G� 'E A� LEISION S B DSAP OSGBG VI INLINE FAN BREAK EQUIPMENT RTU 185 -RTU2 - RTU 3 RTU ,. _ _.- R7U 6 R -RTU-B ,. , 2 SPEED) D DS OSG VI INLINE FAN TRAINING ROOM NOMINAL TONS 15 15' 12.5 12.5 3 5 S FSC SIDEWALL FAN SECURITY ROOM TOTAL COOLING NG /MBH 184.9 184.9 145.8 145.8 35.5� 29.1 'D DS SC CEILING MOUNTED EQUIPMENT ROOM SENSIBLE C00 ING MBH 140.3 140.3 101.8 - 26.5 46.4101.8 2 2. � .-.-....,,. I B DS B ,AP Pc,Bs ROOF MTD TOILET ROOM TOTAL , 6000 5000 5000 1200 2000 _. ... :. 10006000 ._ j i - _ N E fCH BD BACKDRAFT DAMPER, AP ADJUSTABLENG Ds Disco N c,T sWl ,ENTERI PULLEY DR BULB T ®ULB F Y 78.6/65.5 78.6 65.5 / 78.6 65.5 / 5 78.6 6 .5 / . 80.5 67.0 . / 7 .6 65.5 / 7$.7 60.6 / . , _. i _,G - - _ GUARD, _ U T SUPPLYB G LE S SREN S 0T PRE AB CURB BS B IRD C E 0 PC F µ v, BELT GUARD, VI -VIBRA VIBRATION ISO -LA QRS, FSC FAN -SPEED CONTROLLER -AMBIENT F 9 93 93 93 3 93COND C HEATING KW ELEC. RESISTANCE H A 41.3 N/A _ 27.6 6 5, N A 4. 6 I. -:3 W HP BLOWER 3 H. 3 H H. H.P.H. . P 3 P. :.. 1 1 2 H.P. -. 1 3 H.P._ I . _ { AIR CFM I MIN. OUTSIDE 84 45 50 0 5 0 0 3 05 3 00 30 1 _. . , i COND. -FAN H.P. OR KW 4 1 3 H.P. 4 1 3 H.P. 2 � 1 2 H.P. 2 ® 1 2 H.P. / 1 / H.P. 1 ®1 3 H.P. / - 1 ®1 6 H. ' .. / -. ;,. I - - 460 3 460 3 46 3 0 - ' 46 3 0 - 6 3 4 6 0 1 23 ,. ILL SCHEDULE I DIF . MARK ACCESSORIES S REMARKS APPLICATION MANUFACTURERMODEL MA L FINISH VC PC S1 I CEILING ANEMOSTAT / DP STEEL BWE X LAY -IN T-BAR S2 I DUCT MOUNTED TAT -27 ANEMOS C / STEEL EE BWE * S 3 CEILING ST DF ANEMO AT t STEEL B WE X X MOUNTED SURFACE A S4 I CEILING **ACUTHERM / THERMA-FUSER HC- STEEL. BWE. ; ***SURFACE MOUNTED *** D S E l 1, 1 CEILING ANEMOSTAT / GC5 ALUMINUM BWE X ' LAY -IN T-BAR E21 CEILING/ H D ANEMOSTAT, 0 S3. STEEL BWE X CE MOUNTED SURFACE - T1 I CEILING. . ANEMOSTAT / "GC5:. ALUMINUM BWE , LAY -IN T-BAR T21 I SIDEWALL ANEMOSTAT '/ GC5 ALUMINUM BWE SURFACE MOUNTED R 1 1 A SIDEWALL - ANEMOSTAT GC5 / ALUMINUM BWE SURFACE MOUNTED R2 I T MOUNTED DUCT E MOST T ` GC5 ANE A / ALUMINUM BWE R3 GC5 ALUMINUM BWE SURF / A E MOUNTED CEILING ANEMOSTAT C I FINISH; BAKED OFF-WHITE ENAMEL(BWE ADJUST DI F ER WT. H )DIFFUSERTHIR DCO E F U LLY,. PROVIDE DIFFUSER ER NTH ACCESSORIES:VC-VOLUME CONTROL RETRACTED FOR MAX DOWNFLOW DIFFUSION. HARD CEILING KIT. PC -PATTERN CONTROL IFFUS TI Tl FOR THIS D ` NO � �.�91.� ,f�_ I THERMALLY POWERED VAV DIFFUSER. SET POINT: 78.F COOLING I T HEATING SET POINT. 68 F 0 OR THIS NO SUBSTITUTION DIFF SF lLER_ - Y VOLTS :PHA SE POKER SUPPLC 1 FILTERS FL 2" T.A. 2„ T.A. 2 T.A. 2 7.A. 2 T.A. 2 T.A. 2 T.A. ; EXTERNAL, S .P. OF W.C. 0 .60 _0.60 Q.60 0 .60 0.50 0.50. 0.50 _ I APPROX. WEIGHT LBS. WCURB 2450 2526 1381 14 23 442 $ 0 422 ,..,..,,..,, �� � , ; � .I&C"'OOLING Y TOYS R US THE FOLLOWING SET POINTS.. SHALL .APPLY To ALL SYSTEMS: UNLESS OTHERWISE DIRECTED B 0 EQUIP. _EER IPLV SEER Q / / --- 9.2 10.5 -__ - _ 9.3 1.0.3 : - 9.3 10.3 ___ ___ 9,1 10.0 / . / =-- $.9 10.0 / / ;. ---" 10.2 9,4/ / O D aWin MECHANICAL' FLOOR PLAN - 8 UNOCCUPIED COOL 85 OCCUPIED COOL 7 _ . �: - OCCUPIED HEAT 68 - UNOCCUPIED HEAT l�ENNOX M .,: LCA180S LCA180S : _ CHA 24-1603 CHA24-1603 A16-41 CH 3 CHA24-653 CHA 6-311 1 _,` ,.mil _<:. ARCED MECHANICAL:FLOOR �PLANS- :ACCESSORIES/OPTIONS FURNISHED BY OWNER Y OR'N), . M3 DETAILS MECHANICAL, NOTE: c FOR HEATING, & COOLING SHALL OF �5'F TO 75'F & F H TI Y SHALL. HAVE SET' POINT RANGE, S OR HEATING'ONLY THERMOSTATS F _ BAROMETRIC RELIEF EF ECONOMIZER W BAROM G N N N S5 F FRAMING PLAN_ :. , ' � ~- ROOF RAMIN &FULL COOLING: SET POINT RANGE OF 55 F TO 85 F ADJ. -T0 PROVIDE A RANGE OF 10 BETWEEN .FULL HEATING.N HAVE E ( ) 787, AND ENTHALP CONTROL " „ N N 0 6 & ALL COOLING ® ALL HEATING &COOLING :THERMOSTATS SHALL BE DESIGNED TO TERMINATE ALL HEATING 8'F L, . ij N SHALL COMPLY WITH GOVERNING CODE. HVAC EQUIPMENT N DAMPER TWO POSITION Y Y Y Y Y Y Y ,.. - _ T DRIVE ALTERNATEOUTSIDE * *Y N N N * Y N AIR, CALCULATIONS, _ ALTERNATE MOTOR N N - N N .. , . ..., .. OUTSIDE �R REQUIRE _ X .3 CFM S.F. =3,892 CFM OCCUPIABLE SALES AREAi2 973 S.F , ROOF CURB' , Y Y = 6 FM AREA 7 2 98 S.F.,X .15 CFM S.F. 3 5 C WAREHOUSE AR _ ... �....-.-o ."' �.�.. _ _ TOTAL 4 257 CFM IF AVAIL POWER .ENTRY KIT ( ) BOTTOM P WE Y Y Y Y Y Y Y % SID I PROVIDED: ' ", _ BURGLAR BARS Y Y N N ; .. _ _ ':CFM RTU 1 845 1 - = RTU 2 845 CFM _ _ 5 CFM : RTU 3 00 - 0 Urlir FUSE BL CK .. N Y N N N .;: RTU 500 4 R TU-5 = 845 CFM _ O CFM " T 6 3 5 Ru CK TERMINAL BLOC K N Y N N N N _ .. , RTU-7 300 CFM 13 RTU $ 0 CFM .:, TR L MODULE . _x. HEATER CON. 0 N -Y N N N _ _ ..: TOTAL = CFM L 4,27Q ._ r r R r r r CIVIL SHT. DWG ` NO. ci\AL SHEET DWG. TITLE REV, NO. REV. DATE - REV. NO. REV. DATE REV. NO. REV. DATE C-3 LEGEND &:NOTES 12/19/94 0 3/10/95 G-4 SITE PLAN 12/19/94 0 3/10/95 C-.7 SITE UTII. & PWT. MARKINGS 12/19/94. 0. 3/10/95 C-9 GRADING & DRAINAGE, PLAN._ 12/19/94 ` ` 0 3/10/95 1 of 1' ': ' SITE PLAN - 01-23-95 INITIAL DATE INITIAL DATE < INITIAL. DATE ALH 1/10/95` FRH 02-10=95 1 AUI 4/20/95 " =4 i 4 i ICI t. ., , . 1 PEOPLE . PROVIDE D VIDE ,. F X U F.� ae s WC ' u R LA.V EWC MALE 2 1 1 FEMALE 4 . _ we 2 L V E . 1 .� C R A W U � Q. , 9 6 1 ,. ALE. 1 , z 3 2 �. MALE .. ,gee :n FEMALE' "4 NA i ,. , PLUMBINGFIXTURE SCHED '. WATER CLOSET AND.; URINAL ` FIXTURE MANUFACTURER ACCESSORIES AND FEATURES MARK SERIES NUMBER _ BOWL TYPE OUTLET FLUSH VALVE SEAT CARRIER' WC AMERICAN STANDARD FLR, MOUNTED ELONGATED' BOTTOM SLOAN BENEKE 1 2234.015 SIPHON —JET 111 523 WC . AMERICAN STANDARD. FLR. MOUNTED.' ELONGATED BOTTOM SLOAN BENEKE - INSTALL. PER •A.D.A. REQUIREMENTS, FLUSH >VALVE HEIGHT SHALL: BE DECREASED AS REQUIRED TO 2 3043.102 SIPHON -JET : 111 523 AVOID HAND RAIL" CONFLICT. UR AMERICAN STANDARD 6541.132 WALL —HUNG WASH OUT BACK SLOAN 186-1, JOSAM' 17810 INSTALL PER A.D.A. REQUIREMENTS., 1 LAVATORY SINK / FIXTURE MANUFACTURER - ° AND FEATURES BOWL. TYPE FAUCET SUPPLY PIPE TRAP MARK SERIES NUMBER "ACCESSORIES LAV AMERICAN STANDARD 19X16 ENAM. AMER. STD. FLEX WITH CHROME PLATED INSTALL PER A.D.A. REQUIREMENTS. FAUCET WITH 1 3303.000 CAST IRON 2385.130 ANGLE STOP BRASS LEVER TYPE HANDLE AND 0.5 GPM AERATOR. LAV AMERICAN STANDARD ` 20X27 AMER: STD. FLEX NTH CHROME PLATED INSTALL PER A.D.A. REQUIREMENTS., FAUCET WITH 2 9141.011 VIT,-CHINA 7490.172H ANGLE STOP BRASS LEVER TYPE HANDLE AND 0.5 GPM .AERATOR. S - AMERICAN STANDARD 25X22X9 ENAM. AMER. STD. FLEX WITH CHROME PLATED FAUCET. WITH "LEVER TYPE HANDLE AND 7024.803 CAST IRON 6270,142H. ANGLE STOP BRASS 0.5 GPM AERATOR. FLOOR RECEPTOR FIXTURE MANUFACTURER ACCESSORIES AND FEATURES BASIN TYPE FAUCET TRAP MARK SERIES NUMBER FR - POWERS —FIAT SB-6 24X36 PRECAST TERRAZZO AMER, STD, 8340.242STRAINER CAST-IRON, REMOVABLE CHROME PLATED BRASS PLATE. 1° . FLUOR DRAIN/STRAINER FIXTURE MANUFACTURER ACCESSORIES SAND -FEATURES MATERIAL TYPE SIZE FREE AREA MATERIAL MARK SERIES NUMBER FD JOSAM 11 BUFF POLISHED TWO "PIECE BODY, DOUBLE DRAINAGE FLANGE., 1 30003-6A CAST IRON 6A 6 o SQ. I.N. BRONZE WEEP -HOLES WITH P-TRAP. WATER BEATER FIXTURE MANUFACTURER ACCESSORIES AND FEATURES GAL. CAPACITY TYPE # ELEMENTS " WATTS VOLTS/0 MARK SERIES NUMBER MOUNT ON SHELF PER DETAIL THIS `SHEET WHERE , HWH A.O. SMITH 20 ELECTRIC 1 2500 208/1 SHOWN. SET ,TEMP. CONTROL AT 110 F. PROVIDE " 1 ELJF-20 WATTS MODEL #100XL TEMP./PRESS. RELIEF VALVE. ELECT. WATER COOLER FIXTURE MANUFACTURER ACCESSORIES AND FEATURES .. CAPACITY VOLTS HP FINISH MARK SERIES NUMBER HALSEY TAYLOR BI-LEVEL ELECTRIC WATER COOLER. INSTALL PER EWC HAC8—BL 8 GPH 120 1/5 STANDARD A.D.A. REQUIREMENTS. REFER 61-LEVEL ELECTRIC 1 (SUPPLIED BY OWNER, WATER COOLER'. ELEVATIONS AND ROUGH —IN DETAIL INSTALLED BY PBC) THIS SHEET. WALL HYDRANT FIXTURE MANUFACTURER ACCESSORIES AND FEATURES HYDRANT CASING BOX TYPE WEIGHT MARK SERIES NUMBER PROVIDE'`WITH WALL CLAMP, UNION ELBOW JOSAM BRONZE BRONZE NIKALOY NON-- FREEZE 7 LBS. ASSEMBLY AND SELF —OPENING, VANDAL —PROOF', 1 71150—$ SATIN FINISH FACE COVER, HOSE_ BIBS FIXTURE MANUFACTURER ACCESSORIES AN D FEATURES BODY HANDWHEEL HOSE END CONNECTION WEIGHT MARK SERIES NUMBER " HB <WATTS, SC8-4 CAST BRASS CAST IRON „ 3/4 I.P.REGULAR PATTERN 1 /2 LBS.' PROVIDE WITH TAMPER PROOF VACUUM BREAKER. ' 1 . rr N0 WI THE "AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND THEIR 1. ALL FIXTURES'SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE TH INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS "INSTITUTE (ANSI) PUBLICATION A117.1 - "PROVIDING ACQESSIBIUTY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE". AND/OR GOVERNING CODE. IN'G FIXTURE EQUIPMENT, N TRIM, S IPME T AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, 2. ALL PLUMB t ' WATER AND ENERGY CONSERVATION CODES. THE' SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND :EQUIPMENT. REPRESENT THE `MINIMUM CRITERIA AND SHALL BE; THE BASIS` FOR THE CONTRACTOR'S. BASE`BID. IF THE,SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO.NOT COMPLY WITH GOVERNING:CODES OR REGULATIONS IN ALL;RESPECTS THE CONTRACTOR SHALL PROVIDE AN ALTERNATE -BID FOR,, COMPLYING` -FIXTURES, EQUIPMENT, TRIM, OR. FITTINGS, THE, ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO'MEET 'ALL REGULATIONS AND CODES . 1 , Dead ptibd � L r a AEW,DWG. • 5UPERCEDESPREVIOUS, r Y N r t F c ?® s �p s PLUMBING FLOOR iE PLAN: fi y w S . , , ,... ........... , -mom a }x - 'S , 1 DATEO CADD NAME: -219PO2=1 PROJECT NO.;`-{ 894219 DRAWN BY: � AL.H ; NECKE � C PRQTOTYPE ,DESIGNATION.,. a199430K, REV.' 0 941 . r r r LIGHTING, FIXTSCHEDULE SPECIFICATION LAMP DATA FIXT. MOUNTING HEIGHT TO NO OF TOTAL TYPE MANUFACTURER CATALOG NUMBER NO, WATTS LAMP TYPE BOTTOM OF FIXTURE FIXT. WATT. AS SHOWN ON PLAN A j CRESCENT RT396HO-277VSEC-TU F 6 95 F96T12/CW/HO/Sso TANDEM WIRE (SEE DETAIL, SHT. E4) 25 53.4 c CRESCENT RH296HOA7277V/SEC-TU F 2 95 F96T12/CW/HO/SSD 12'-6" SEE NOTE ON 178 DWG, E5 U.O.N. 237 Cl CRESCENT RH248HOA (277y), F 2 53 F48T1 2/CW/HO/SM 12'-6" IN SALES, SEE 0 145 NOTE 2. D CRESCENT AWB-240-120V STB- F 2 32 F32T8/SP35/RS MT, UNDER CABINET IN COUNTING RM. 2 62 OCT-SEC-TU OR ON WALL E CRESCENT 24GP34OAl 2-SS-OCT-277- F 3 32 F32T8/SP35/RS RECESSED 17 89 3LT/SEC-7U F CRESCENT SCF248-8-277V/OCT F 2 32 F32T8/SP35/RS SEE NOTE 2 38 62 M DUAL-2K-FK-BPR DUAL-LITE FURNISHED W/ FIXTURE SEE NOTE 6 14 50 EXIT LIGHT WITH LAMP Ml 14 DUAL-LITE KSR-EP-2K.-BPR FURNISHED W/ FIXTURE SEE NOTE 6 6 50 EXIT LIGHT (BATTERY PACK) N CRESCENT NLT440ASSOCT F 4 32 1`032/31K SURFACE MTD. ON 6 112 OFFICE CLG. SL11 WIDELITE SLS/M-800-S-48OV-DB-MHL FURNISHED W/ FIXTURE, MVR 400 (TWIN) SSS-101-5011-30-BZ FURN. BY "TRU" 0 91,0 INST. BY ELC SSS-101-5011-30-BZ SL2 WIDELITE SLS/M-800A-480V-DB -M FURNISHED W/ FIXTURE MVR 400 (TWIN) FURN. BY "TRU" 0 910 INST. BY ELC U VADELITE WPG100MAL-WHITE-277V FURNISHED W1 FIXTUR I E BT28-100 MH SEE ARCH. ELEVATIONS 0 295 Ul WIDELITE WP250MAL-WHITE-277V FURNISHED W/ FIXTURE BT28-250 MH SEE ARCH.ELEVATIONS 10 2:95: U2 WIDELITE WP400MAL-,WHITE-277V FURNISHED W/ FIXTURE BT28-400 MH SEE ARCH. ELEVATIONS 2 58 458 Z TRIPP"LITE DL-40 (120V) I 1 150 150AP/FL/1 20WM 6'"0lt 1 120 LAMPS: I -INCANDESCENT F-FLUORESCENT MV-MERCURY VAPOR MH METAL HALIDE Q-QUARTZ HPS-HIGH PRESSURE SODIUM TYPE.."A0 FIXT. TANDEM WIRED, HALF Or FIXT. RATED 0 356W THE OTHER HALF 0 178W. SEE DIAGRAM ON SHT. E4 NOTE: SEE SHEET Bl FOR ADDITIONAL LIGHTING FIXTURES REQUIRED. IU. 'LlUrliw4u rlAIUNrlIANU UrLeIMIUAL. uLvjI,r_J rum uz)r- vui.-)ivr-- inr_ 7 FN BUILDING SHALL BE WEATHERPROOF. CM PANEL 11. FUSES SHALL BE AS MANUFACTURED BY BUSSMANN'CO. UNLESS NOTED OTHERWISE. MOTOR 12. GROUND ELECTRICAL EQUIPMENT PER "N.E.C." AND LOCAL CODE REQUIREMENTS. MANUFACTURER FURNISHED'CONTROL PANEL 13. PROVIDE SLEEVES AND EMPTY CONDUIT PER TELEPHONE CO. REQUIREMENTS. KtM M = MANUAL MOTOR STARTER WITH PILOT LIGHT 14. ALL FANS, UNIT HEATERS, & DOOR HEATERS ARE FURNISHED BY TRU. K KEY OPERATED DISCONNECT SWITCH (NON -FUSED EXCEPT 15. -NO CONDUIT, DISCONNECTS, ETC., SHALL BE ROUTED ACROSS, OR MOUNTED AS NOTED) ON, FRONT GRAPHICS WALL. CONDUITS SHALL BE ROUTED IN SLAB OR WITHIN WALL OR CHASE IN THIS AREA. S SENSOR FOR ROOF TOP UNITS 16.1 SEE SITE PLAN FOR SITE WORK BY ELC. 17. ALL CONDUCTORS SHALL BE #1Z AWG. EXCEPT AS OTHERWISE NOTED OR AS REQUIRED FOR VOLTAGE DROP (SEE SPECS.). ALL CONDUIT 1/2' EXCEPT AS OTHERWISE NOTED, WNW= AND 18. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WRING To ALL SIGNS: SHALL MAKE FINAL CONNECTIONS TO ALL SIGNS. SIGNS ARE PROVIDED BY OTHERS, ELC. SHALL COORDINATE LOCATION OF ROUGH IN TH SIGN CIVIL ENGINEERING DESIGN COORDINATION NOTICE. CONTRACTOR. NOTICE. TO ALL PARTIES HAVING AN INTEREST IN THIS CONSfRUCTIONPROJECT: 19. GENERATOR WIRING (INCLUDING BRANCH CIRCUITS) SHALL BE,CARRIED IN A SEPARATE CONDUIT SYSTEM FROM OTHER WIRING. CONDUIT SYSTEM Q BY OTHERS. 1.) CIVIL ENGINEERING FOR THIS PROJECT IS'BEING PERFORMED BOXES & ENCLOSURES SHALL BE MARKED SO THEY4LL BE READILY IDENTIFIABLE AS COMPONENTS OF AN EMERGENCY SYSTEM. 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL ENGINEERING WORK SHALL DO SO AT THEIR OWN RISK. SECURITY CONDUIT DOWN THRU 20. ELC. SHALL NOTIFY KOHLER REPRESENTATIVE TO DO IN[ TIAL GENERATOR START-UP.,, BLOCK FROM BOTTOM CHORD OF 3.) COORDINA-nON WITH THE CIVIL ENGINEERING DOCUMENTS,HAS BEEN COMPLETED ANY START-UP PERFORMED BY OTHER THAN KOHLER REP. WILL LL VOID ROOF FRAMING MEMBER. ONLY AS SHOWN BELOW. �ID DATE: 2±21 -95, GENERATOR WARRANTY. �P' QADD NAME: ROJECT.,No,. '3/4" C. TO TELCO ROOM CIVIL ENGINEERING CONSULTANT IS: IVEY, HARRIS WALLS, INC. DRAWN B?- GLR,, DR E3Y.-,!.GLRZPjH.. 21. FIXTURES SHALL BE SUPPORTED AT THE ENDS OF EACH FIXTURE WITH do� WNTER PARK, FL .,,,..,CHECKED P PROTOTYPE,! DESIG NATION'. 77-777 '77 SUPPORTS NOT TO EXCEED 4 FOOT SPACING. n r V M, _U UlNir-,Zo M114U arlMLL Dr- rlCLv !'%;) j,4r-mR ju rxwvr Ljr-,,r% m. --SINGLE GANG PHONE BOX POSSIBLE., AS SHOWN ON SHEET E2. CIVIL SHT. CIVIL SHEET REV. REV, REV.', z ' REV. REV.' REV. DWG. NO.; DWG. TITLE NO. DATE NO, 'DATE NO. DATE C-7 SITE UTIU'nES & PAVEM'T MARK' $ �,,Q 12/94 C-7 SITE U11UTIES & PAVEM'T MARK'lp'.'j :o 3/15 INITIAL DATE INITIAL I)ATE"' .1NITIAL �_DATE ' GLR "1 1-30-95 GLR 4-21-95 I. I r 1� r .. .. .. ,. .. .. .o.. . x . a ..a y:. c a:,i €... _ .x .. _. e: ✓r^. �;i-.'. S ,, ,...,.. ,.. .`s. _t Y-:"- - u ::..... _.. .,. ..:. -3-•^cam-�'�'-r' _'.'"s", ..� .. _:. , ], . . }.�;. ... _. BUZZER MTD, �i h —6 AFF F o SHALL QUNTED OrY U U S A E M ROOFTOP ITS 1 R RT ' 5, SENSORS FOR SALES AREA OF UN RTU TH ) _ , E � ' PANEL TR WIR NG BY E C. 5 E_ NO. CON OL i L COLUMNS WHERE SHOWN AT 7 0 AFF. SENSORS A �, .-, 12SIGN 7 I � � I 1 / I �c�i i�i�R �nweRn¢ ���� 51 r r r Wl� I r r r F. c� i 1 CONDUCTOR COLOR CODE COLOR WIRE NUMBERS RED LA5 BLUE SA YELLOW SB BLACK H1, H2, H3, H4, H6, H8, H10 WHITE NA, NX, NB, NO, ND GREEN IG1, IG2, IG3, 104, IG6, IG8, IG10 DUPLEX IG OUTLETS ; f: z o CUTOUTS FOR SIGNAL j ' r r 'CONTACTOR, SCHEDULE (MECHANICALLLY HELD) PLAN MANUF CT CAA G l ER L i10 SERVI G. 0 T D� B MARK C-1 SQUARE 'D 12P, 20A, 120V COIL POWER ROOM PANEL "HA" EMS OUTPUT # 1; C-2 SQUARE 'D' 2P, 30A, 120V COIL POWER ROOM PYLON SIGN EMS OUTPUT, # 3 SQUARE 'D� 4P, 20A, 120V COIL POWER ROOM ANELIORHA 3� 40 EMS OUTPUT [EC-3 SQUARE 'D' 10P, 20A, 120V COIL NEAR PANEL LD BLQG. SIGNS OFF PANEL LD" EMS OUTPUT # 3 " C-5 SQUARE 'D' 6P, 20A, 120V COIL POWER ROOM CK-f5 OFF <QF PANEL HC EMS OUT # 2 C-6 SQUARE 'D' 3P, 200A, 120V COIL POWER ROOM PANEL I "LE" EMS OUTPUT # 1 C-Z SQUARE V 10P, 20A, 120V COIL POWER ROOM CKTS OFF, OF PANEL ' HA " EMS OUTPUT # 2 C-8 SQUARE D ,. 6P, 20A, 120V COIL POWER ROOM CKTS IN PNL -LA" " - LA & LD EMS OUTPUT #:. C-9 SQUARE 'D' 4P, 20A; 120V COIL POWER ROOM CKTS IN PNL. HA-32 34 EMS OUTPUT #'6 C--10 SQUARE 'D' 4P, 20A, 120V COIL POWER ROOM CKTS IN PNL. HA-34,36 38 EMS OUTPUT # ' SQUARE 'D' 2P, 20A, 120V COIL POWER ROOM CKTS 1N PNL. HA-18 20 EMS OUTPUT-.# 7 . _ ... .. „. x. .,,e a._ .. F". ._ �'.._ -s. •. P. .. ,,.. _err^ .. c+_�.r'- �. ._=_v'a'^".. .._ .' ..x ... .: ;, v, { _ ;cyy77j "ji r r - " - « - L•H VVLI, YILVI UUIT -' FIELD E FIELD EL 1:. 1 2- 3- 4 5 WIRING 6 7 8 WIRING RN 1 RN 2 ftN .3 RN RN 5 RN 6 RN 7 RN - TER TERM M F. I 12 3 4 5 6/ 20 1 2 22 23 24 25 20 27 28 9 2 30 31 32 33 34 7 35 36 3 38 9 10 1i 12 13 ih 15 1817 18 19 TR-2 TRANSFORMER— j ( - LOCATED IN CP-1 , II . I 120 24 ,., LB-2 VOLT VOLT A/C arc (LOCATED IN GP-1) OUTPUTS 1 SALES LTS &PLUGS PRESAL2 49 OFFICE LIGHTING 3 PYLON S Gt` I N BLDG SIGN 4 GENERATOR START 5 SECURITY LIGHTS 6 EXT & PK LOT LTS 7 SKYLIGHT — LIGHTS 8 UNOCCUPIED MODE TO ALL TERMINAL # 3 15. OVERRIDE TOGGLE SWITCH INDICATORS: 0 I TORS. j, N SQUARE D OFF =CONTACTOR DISENGAGED, } AGED. CIRCUIT OPEN. { SOLID STATE CONTROL a ON = CONTACTOR , - ENGAGED, CIRCUIT CLOSED. MODULES & GENSET (TB—DC1 TERMINAL # 31) — AUTO = AUTOMATIC OPERATION. ". r.• ill . O p I TO ALL TERMINAL Not USED C� ! # FOR CONTACTOR 1 6 8 NOT USED CM ON SQUARE Q fl T I R-8 PRE -SALES LTG. SOLID SPATE i FOR CONTACTOR 5 7 SALES LTG CONTROLLER EXTERIOR LTG NOT USED { FOR CONTACTOR 2 & 4 SKYLICK-LIGHTS TO GENS T L TO GENSET STARTER E RELAY UN_ OCCUPIED { (TB-DC1 TERMINAL 21) FOR CONTACTOR 10 ROOF TOP UNIT I .K.,•4•.�. TERMINAL BLOCK O O ' I • H F H F Dl PER G 'C 1 CO M- ST E ST ,E Sl 'E E C S 2 UTP S 1A 24v C MA PILO DUT N 6 9 10 11 12 13 HEAT HEAT FADER COOL COOL ' FAN STAGE STAGE STAGE .STAGE 1 S>7ATUS CONFIRMATIO11 INPUTS CONTACT CLOSURE ONLY 11 CO.L1 : 15 -16 (+) (-) OVERRIDE SWITCH INPUT O� F_MP 1IPUT ( NSOI' () AU` ENS INPL JJ fi 1 ( Cl ) SH M01 NEP kSS 2 I LD ULE ORK 5V O X P� ER IN 24 AC, A C SS HNo Q �C desc ! do r n1095PERMIT APP 1C L AT1ON &,,OWNER REVIEW. 95 THIS SHEET_:SUPERCEDES L." 0 I OR CONTACTOR 11 - 6'BUTTON .SCHEDULE I OVERRIDE PANEL II IN DIRECTOR'S OFFICE W1 BELDEN 8761 - T(1 IMP[ IT >4 .R (BACK -SIDE SHOWN) 1eTn ---=-- I- I J a' 8761 I -t. CID —11 { TO 01 I i I` GENSET• ` 1 1 1 4 CON DUIT 1` a `I A' j II I I o t i x CONTRACTOR TO SUPPLY , DUIT G0 1 2 N AND . 20 "AMPCIRCUIT M I REF ER T SHEET ( 0 E T E2 EC t. NOVAR A i EXECUTIVE CONTROLLER �i i I m I ' I i f I' E ' 1 I l � I -' `I TELEPHONE I LINE, to Cn BY ow ER N PHONE 1 n I JACK C , I. 1 ;co i.. , .. ,. . (•3..: . .. 4 0 PLYWOOD PANEL ANE f � -. r -..... : .� .. ,.. .... 0 ` 1 _ 6 SENSOR L Y _ r r _. E D i, SCALE. N.T S (. 3 PHASE, L 0"'S S D" E TA I L , SCA PROFESSIONAL OF RECORD:.', PAL J �. HUB. ER OMMUNICATION C ABLE TO � wry 4 8�� i 1 OO EXECUTIVE CONTROLLER : 39 0 4 41 LOW VOLTAGE T TR N � s T A��R �Icw JUNCTIONTRO BOX CR CON T ER _ T 1 B _ _ U 1 - Not _ . 1 n f c a al 0 fi e ; t o F 61 ro d 4 _ m Roq u l v-19 ` Par amu s NJ Q7652._ SHLB CLASS 2 OUTPUTS o 20 . DCK 2 1 :5 9 7800. r ) 3 TERMINAL AL IN 11 21 CE F .� . . { 0 23 C E C #44 T0 NEXT 0 24 This d aw1 r n is the xciuslWe ro ert of 26 TOYS . fl S. The e mfo a o �.., ., � rm fit. a shown May ,. cn io o_27 nofibe nse r Oduced se..a.n, r_, the Dr _l ,. U - ---0 7 >�^ , . 0 28 .._.. _w_In ion afoukPOrIs S -fl US• _. . .. - . , SH 8 — — I -- 0 29 NO o- E C 45 # 1 RED - t- : GLASS 2. OUTPUTS o , L ca io _ o t n .. .., , _. 9 TERMINAL 3 ., 10 NUM. o 32 0 33 N F FL ZONE o 34 .� SENSOR _J-- 11 ZONE SENSOR OR PAC KAGED ED I BLOWER _ . ._. COMPARTMENT. _ a x `^y- 2 1 2.: DISCONNECT FACTORY EQUIPPED D RETURN . 3 Drawing T itle .. .. , . ,. 1 1 AR.SENSOR (FEQUIPPEDEN , 14 TERMINATING ZONE SENSOR. � 150 3. N TRACTOR T0 INSTALL ., EYS 41 .�...♦ .. ZONE SENSOR AND MAKE TERMINATION . AT SENSOR AND T81. i, Y 111d } 11�ty• ..., F' `�.�.� A �..~�. � A ` ® s �>��� ` � s s �, .�, �. s _ Seale . ..,._Date r r