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HomeMy WebLinkAboutSTAMPED PLANS - 04-00359 – BYUI Mail Room – Remodel9 NOTES: 1 . WELD ALL JOINTS. GRIND SMOOTH 2. 9 UNITS REQUIRED 3. PRIME t PAINT TO MATCH WALL COLOR 4. UNITS TO SLIDE IN * OUT OF BRACKETS FASTENED TO KIM JOIST I "x I " (.083 EL TUBING o> O GUARDRAI L _DETAILS SCALE: 4"= I '-0 � OTES: . WELD ALL JOINTS. RIND WELDS SMOOTH ?. PRIME * PAINT TO ✓IATCH WALL COLOR LADDER DETAILS GA FILE NO. ASW 1 105 TWO f iOUR \35" UM WALLBOARD, STEEL STUDS FIRE pe X gypsum wallboard applied parallel to each l studs 24" o.c. with I " Type S drywall screws2" type X gypsum wallboard applied paralle" Type S drywall screws 1 2" o.c. GA FILE NO. FC 57 WOOD FLO R, WOOD I -JOISTS, GYP M TWO HOUR WALLBOARD, GID FURRING CHANNEL FIRE BASE layer 8" type X gypsum waPfl I G" deep wood I Joists 24" o.c. u 1 2" o.c. SECOND layer 8' type X right angles to I Joists with 2" TO Second layer Joints offset 8" type X gypsum wallboar applie L II It d app d at rift pncj�lto 4Type d wacrews 5W wallboard a Iced at d all scre s 1 2" o.c. 'a la r rts. THIRD layer right a g s to I Joists with 2z Type @ drywalls ew 12 0. Thir ayer Joi s offset 1 2" from second layer Joint - ed gid furring ch nels 24" o.c. applied at ri to 1 jor s over third layer wi two 22" long Type W drywall rews at e ch I Joist. FACE layer 8' t e X gypsum wallboard apple at r ht angles to furring channels wi I g" Type S drywall screws " O.C. Wood I Joists supporting 4" TAG edge plywood floor applied at right angles to I Joists with 8d nails G" O.C. at Joints nd 1 2" at intermediate I Worsts. GA FILE NO. WP G05 G SUM WALLBOARD, WOOD STUDS One lay g' type X gypsum wallboard, applied parallel or at right angl to each side of 2x4 wood studs I G" o.c. with Gd coated n s, I8" long, 0.09 1 5" shank, 4" heads, 7" o.c. Joints taggered I G" on opposite sides. NOTES: 1. ATTACH BRACKETS FLUSH W/ TOP OF DECK FLOOR. USE i 6"x22" LAGS 2. 18 UNITS REQUIRED 3. PRIME * PAINT TO MATCH WALL COLOR SCALE: 4"= I'-o GUARDRAIL BRACKET DETAILS SCALE: 3"= 1'-0 3" 4" 14'"x 14" (.083 WALL) ❑ 8" STEEL PLATE STEEL TUBING 8"O DRILL, TYP Of 4 1 " LONG FILLET WELD, BOTH SIDES: TOP * BOTTOM WELD 8" P TUBING f HOUR (Q ;EV1510N5: 0-1 5 -04 v (� Q LLJ Q LLJ LLJ v0a > W nLLJ �O Q0fv J F) Q Q —J -7 VISIONS: 4" REMOVABLE SHELF, TYP OF 48. SEE DETAIL, THIS SHEET 2'-4 3/4" r FRONT VIEW SOLID SHELF I-8 1 /4" \ .-10 1/4" — — 11 --. — RIGI-IT SIDE LETTEK 50KTING CA13INET # I SCALE: I "= I '-0 NOTES: 1, BODY OF CABINET FROM 4" WHITE MELAMINE. FACE ALL EXPOSED EDGES 2. BACK FROM 4" WHITE MELAMINE 3. REMOVABLE SHELVES FROM 4" TEMPERED HARDBOARD, SMOOTH BOTH SIDES, FINISHED CLEAR 4. BUILD ONE OF EACH UNIT SHOWN 9u Gi 66 I 0 2 3G PIECES REQUIRED, 48 FOR EACH CABINET 5fIELF DETAIL SCALE: 3"= I '-0 4' REMOVABLE SHELF, TYP OF 48. SEE DETAIL, THIS SHEET 2'-4 3/4" 11 G 1/4" TYP r ` FRONT VIEW SOLID SHELF .� 1 O 114" — _ cr) m Z j g Cp O n Q Q C I (s) � �' L m QD 4" BACK J _ co _= UQU —lo° _ — W Q QoR/ --� Lu � Q � Q � Lu O tJ_N z `� RIGI-IT SIDE m oo LETTER SORTING CADI NET # SCALE: I "= I '-0 to m APPLY WIL50NART 4 1 G8-GO GREY PAMPAS LAMINATE. REVISIONS: BEVEL TOP EDGE FINISH OAK FACINGS NATURAL Ilk 2'- 10 1 /8" 2'- 10 1 /8" 2'-0" U Z I II I Am 0 g OAK FACING ii i OAK FACING C) Q Q I I I I N 3/4" TYP L/__ U Q I I II I O OPEN STORAGE OPEN STORAGE w I I I I N N I II I CABINET BODY I II I cl— FROM WHITE MELAMINE QD II I E) BACK FROM 4" WHITE MELAMINE I '- i O I /2" J 2" TYP 2" TYP D BACK ELEVATION FRONT ELEVATION SIDE ELEVATION CD - n W LU F') TABBEK TABLE DETAILS 0 _U SCALE: 4"= I '-0 LLl a/ � LLJ i s" O HOLE, TYP OF 5. CENTER Q ° HOLES 8" FROM EDGES OF PLATE. APPLY WILSONART 4 1 G8-GO GREY PAMPAS LAMINATE. O W FASTEN LEG TO CABINET W/ 14"- BEVEL TOP EDGE FINISH OAK FACINGS NATURAL O Q 4 LONG PAN -HEAD WOOD SCREWS W 2'-0" � 2'-3" 2'-4 I /4" 2'-4 I /4" � —1 --I Q CD T`�-4" STEEL PLATE, Q WELDED TO LEG BACK FROM 3/4" TYP OAK FACLNG 4" WHITE OPEN STORAGE OPEN STORAGE MELAMINE �o STEEL LEG. SEE N DETAIL, THIS SHEET CABINET BODY 12" SQUARE STEEL TUBING FROM WHITE I 0 MELAMIN'L' I z b =iN mm 3/4" � O U� N WELD PLATE TO BOTTOM. � _ � ON N DRILL � TAP TO RECEIVE a"NC STUD l � ADJUSTABLE GLIDE 2" TYP 17$' TABLE LEG LEFT SIDE FRONT ELEVATION RIGHTS E Y >; #: DETAIL INK JET/COMPUTEK TABLE DETAILS s ��4 SCALE: 12"= I '-0 SCALE: 4"= 1 '-O 0 � CABINET BODY FROM 4" VA/HITF NAFI ANAIN1F O �o NOTE: I UNIT REQUIRED SEE LARGE CABINET PLAN ON SHEET A4-3 FOR IDENTICAL TOP * SIDE VIEWS DIVIDER SHELF DETAILS MEDIUM MAIL SORTING CABINET SCALE: 4"= I-0 8�� BEAM SADDLE TOP VIEW SCALE: 3"= 1 '-0 a"O HOLE, CENTERED 18% BOTH WAYS, FROM CORNER. TYP OF 4 IN O 0 911 BASE PLATE TOP VIEW SCALE: 3"= I '-0 STEEL P05T BENEATH / II V 1V 2" NUT � WAS K, XTYPOF4 PLUMB POST U51NG LOWER NUTS STEEL POST ABOVE L FILL SPACE BE- TWEEN PLATE * FLOOR W/ NON -SHRINK GROUT I 0"x2"O ANCHOR BOLT, TYP OF 4 POST DETAIL SCALE: 3"= I '-0 4,M SADDLE FROM 8" JE. FASTEN TO �M IDLE, CENTERED OTH WAYS, FROM \IER. TYP OF 4 -x4 STEEL POST ✓/ .250 WALL BASE PLATE FROM 8" PLATE TOP OF CONCRETE FLOOR I5ION5: z � 0 CD _, w n ►� _z W 0 CE) LLJ U�U LLJ >- 0 00 J —J —J Q Q O -� EEXA4-4 32° DRILL, TYP OF G. BOLT THRU WALL W/ Y ALL -THREAD NUTS. PROVIDE 8" STEEL PLATE ON OTHER SIDE OF WALL W/ HOLES OF SAME SIZE � CONFIGURATION 3" 5 3/ 1 G" 3' 3fl 2xG RIM JOIST HILT[ ANCHOI @ 3 2" 0( JOIST HANGER @ IGil OC EXIST. BLOCK WAL gD)CEILING J015T ANCHORAGE SCALE: 1 1 /2" = I '-0 32-2 DRILL, TYP OF 4. BOLT THRU BEAM W/ 8" BOLTS � NUTS nuiLu FROM 3x3x4 ANGLES. WELD JOINTS ON OUTSIDE OF BEAM POCKET A BEAMLHANGERI o WALL (4 REQUIRED) 2'I 5 3/1 Gil Gil�o 2° 9° Y4" SECTION A 3" x 3" x .160 SQUARE STEEL COLUMN 8" x 8" xY4" PLATE W/ 8" O HOLES CENTERED 4" Y4" N EACH WAY FROM CORNERS I TOP OF PAVEMENT. — - PATCH ASPHALT AS NEEDED — — 32" DRILL. 8" BOLTS THRU BEAM STEEL POST BEAM SADDLE (a� STEEL POST (4 REQUIRED) SCALE: 1 1 /2" = I '-0 FOOTING W/ #4 REBAK, @ 8" OC 3,-0 BOTH WAYS NON -SHRINK GROUT 2" 6x 1 0" ANCHOR BOLTS @ 4 CORNERS #3 TIES #4 REBAK, TYP OF 4 3000 PSI CONCRETE — #4 KEBAB �— 1= TIES @ 1 2" OC II— 44 8" Ile 2' 11 CONCRETE POST BASE DETAI SCALE: 1 1 /2" = I '-O ,EV1510N5: 0- 1 5-04 QD _z C) D m J W U0(S) C� > _z �0C) Q0_j X � Q D Q l J Q :i (-) A X2Q 7 S EET 4-2 ANGLE, ONE ED FROM EXTERIOR, :OM INTERIOR TE SHAPED INTO CHANNEL, FIELD ZE TO GET EXACT 1 WIDTH NOTES I - WELD ALL JOINTS * GRIND SMOOTH. CAULK ALL AROUND BOTH INSIDE * OUTSIDE. PRIME $ PAINT TO MATCH EXISTING _ WALL 2- TACK WELD H.M. DOOR FRAME (NOT SHOWN) INSIDE BUCK. USE I " WELDS EACH FOOT ALL AROUND, BOTH INSIDE $ OUT. CAULK ALL AROUND. PRIME ,� PAINT ALL METAL TO MATCH BUILDING DOOR BUCK DETAIL n SCALE: I" = I '-0 2x4 STU DS @ I G" OC 2' WATER-RESISTANT GYPSUM BOARD - #4 REBAR TYP OF 2 ° a END WALL DETAIL SCALE: I " = I '-0 METAL SIDING GYP BD SHEATHING PRESSURE -TREATED 2x4 SOLE PLATE 2" ANCHOR BOLT, TYP OF 5 2" ASPHALT PAVEMENT. PATCH TO NEW CONCRETE COMPACTED FILL EXIST. BLOCK WALL NEW 2xG RIM JOIST 4' xG" LAG @ " OC INTO BL CK 2" RECESS IN EXIST. WALL METAL FLASHING, BENT / @ 1 00°, ±Gz' LEGS (FIELD MEASURE FOR TIGHT FIT) ROOFING i METAL �— NEW ROOF FRAME g�ffLA511ING DETAIL SCALE: I" = I '-0 C KIM JON SCAL SEE SIDE VIEW BELOW EXIST. 2xG BLOCK 1 @ A. I -JOIST 1 EXIST. I -JOIST @ 16" OC I I- IST RIM A AC MENT DETAIL ,' = I '- ;EVISIONS: 0-1 5-04 NEW , RIM IST EXIST. I- IST O # BLOCK I G" OC z N ` `I11181~ 4" 0xG" LAG II ZTI; 721 INTO EACH BLOCK f�IM J015T SIDE VIEW `J SCALE: I " = I '-0 7 m NEW CANOPY ROOF. MATCH EXISTING ROOF S FASCIA METAL f:33:� f NEW METAL SIDING TO MATCH EXIST. �2 iiiiiiiiiiriiiiiiiiiiiiiii�l uummmmumuum mmmummuumuw uumuumummmm mmmmmmmuww �uu�uu�u��uuu�u�� �uuuuu�uuuuuuuu� mm�nunmmnnmii unnnnnnmm�nnnn�l ICI ��; ,.. EXIST. METAL SIDING BEHIND ---------75T. �" -------"j PAINT ALL EXPOSED STEEL. NEW 42" HANDRAILS SEE PAINT COLOR EXIST. GRADE, ASPHALT @STEPS, FROM ASPHALTSCHEDULE,5HEETA2-1 CONC FLOOR INSIDE I �-Ox. 120 STEEL TU51NG. PRIMES PAINT.GRADE SEE PAINT COLOR SCHEDULE, SHEET A2-1 C r11 ITL-J GI G\ / A Tl rl K 1 SFF DFrAII fiDVVC kk 1rrlALI EAST ELEVATION SCALE: (5 = 1 -0 TPOSTAL VEHICLES i ONLY BETWEEN SIGNS SIGN DETAIL SCALE: N.T.S. O-A PA —T — OM nl H4-G GLU-LAM BEAM, TYP OF 4 / KOOF FRAMING PLAN SCALE: 8" = 1 '-0 to �\'EV151ON5: 0-1 5 -04 U m � z CD Q Q U I ry >- _ n z > W_ m�z O W LL1 C Q UO� J R/ LL1 W CL/ Lu IJ SOW Q 0 LJ —_� O Q 7; R/ oA3- FU KN ITU RE * EQUIPMENT L15T I - TABBER TABLE. SEE DETAILS ON SHEET A4-5 2- INK JET/COMPUTER TABLE. SEE DETAILS ON SHEET A4-5 3- MEDIUM MAIL SORTING CABINET. SEE DETAILS ON SHEET A4-4 4- LARGE MAIL SORTING CABINET. SEE DETAILS ON SHEET A4-3 5- LETTER SORTING CABINET. SEE DETAILS ON SHEET A4-G G- EXISTING WALL -HUNG COUNTER. CUT DOWN TO 5' WIDE * MOUNT IN POSITION SHOWN A- NEW EQUIPMENT, TO BE FURNISHED + INSTALLED BY OWNER B- EXISTING ROLLING CART C- EXISTING SORTING CABINET D- EXISTING TABLE FOR METERING MACHINE * SEALER E- EXISTING ENCODER F- EXISTING STORAGE CABINET * COUNTERTOP FOR METERING MACHINE G- EXISTING METAL LETTER SORTING CABINET H- EXISTING METAL LETTER SORTING CABINET J- EXISTING 3'xG' TABLE K- HEAVY SHELVING, FURNISHED � INSTALLED BY OWNER L- 5TEELCA5E FURNITURE, FURNISHED * INSTALLED BY OWNER ----T___T--- 1 13 1 l o l L_J L_J I I 3 II 20 © II U SCALE: (5 = I '-0 CO L_J L1J II 11 MAIL ROOM tnG-F ROOM# 133 0 CARPET FURNISHED 0 INSTALLED BY OWNER O � 1 V151ON5: m z CD U-j Q U w R/ IL U z 0 _J D mJ U_j W C) UO � U_-J Q LL_1 CLI _j �OCZ O � _j � Q Q lL O CD ro u EET f2-4 NOTES I - NEW I I OV DUPLEX OUTLET 2- NEW I I OV GFI DUPLEX OUTLET 3- NEW WALL -MOUNT EXTERIOR LIGHT OVER DOOR 4- NEW 220V OUTLET IN CEILING W/ 5' FLEXIBLE CORD DOWN TO MACHINERY BELOW. CONDUCTORS IN CORD TO CARRY UP TO 30 AMPS 5- INSTALL NEW PLUG-IN EMERGENCY LIGHT UNIT @ ± I O' AFF. PROVIDE OUTLET TO POWER UNIT G- NEW DATA OUTLET W/ 3 JACKS 7- 2 NEW I I OV DUPLEX OUTLETS, @ 14" ± 1 O' AFF 8- SWITCH EXIST. HOUSE LIGHTS @ 3 POINTS INDICATED 9- NEW SURFACE -MOUNT FL LT FIXTURE IN OFFICE * BENEATH STORAGE DECK (3 TUBE, T-8 LAMPS) 1 0- PROVIDE SURFACE -MOUNT WIRE MOLD W/ 3 OUTLET LOCATIONS @ 1 2" ABOVE FLOOR I I - NEW I I OV OUTLET IN CEILING 1 2- MOVE ELECTRICAL PANEL TO NEW LOCATION (1 5 NORTH OF PRESENT LOCATION). THIS WORK TO BE BID AS ADD -ALTERNATE *DONE ONLY IF BUDGET ALLOWS 13- INSTALL NEW DOUBLE ACTION FIRE PULL STATION * 75cd HORN/STROBE 14- RECONNECT DOOR ALARM. REINSTALL FIRE PULL STATION 1 5- REINSTALL EXIT SIGN ON STORAGE DECK RIM JOIST I G- INSTALL NEW FIRE EXTINGUISHER ----T_T-----r__r------r-------�-�1 t o t l e i f o f I qq I L_J L_J L_J L1J NOTE 3 NOTE 8 NOTE 2 SCALE: 5 = 1 '-0 NOTE 5 NOTE 7 NOTE G NOTE 8 NOTE 10 U fV1510N5: 0-6-04 _z Q _J co 11 J Q z O Q R/ J Q J Q U_ U LLJ LLJ NOTE: FOR FASTENING PARALLAM BEAMS TO WALLS USE HILTI HIT-HY 20 FAST CURING MORTAR HILTI-5 SIEVE SLEEVES HILTI-A THREADED ROD, a"O DRILL HOLES INTO FACE OF PARALLAM BEAMS @ 14' DEEP. NUT * WASHER WILL BE RECESSED IN HOLE LOFT GUARDRAIL. SEE DETAIL, SHEET A4-7 1 2'- 10 1/2" 1 2'-2 5/8" FRAMED WALL BENEATH STORAGE SEC 12'-1 1" 2 1/4" 1 2'- 10 1 /2" 11 1 2'-2 5/8" LADDER TO LOFT. SEE DETAIL, SHEET A4-7 1 5' 3z"x I G" PARALLAM, TYP OF 2. FASTEN TO WALL W/ HILTI HIT SYSTEM FASTENERS @ 24" OC. (SEE NOTE ABOVE) HANG JOISTS W/ 51MP50N MIT4 I G TOP FLANGE HANGERS FRAMED WALL FROM STORAGE DECK TO CEILING CONC FOOTING, TYP OF 4 SEE STORAGE DECK SECTION, THIS SHEET TYP. TJI/Pro 5GO FLOOR JOIST, I G" DEEP, @ 1 2" OC, HUNG FROM BEAM W/ 51MF50N MIT41 G TOP FLANGE HANGER (REPEAT JOIST PATTERN ON ALL THREE SECTIONS) INSTALL JOISTS PER MFGR'S SPECS TYP GLU-LAM BEAM,6-4"x 1 5% SUPPORTED BY 4" STEEL POST, BOTH ENDS 5TORAGE DECK PLAN VIEW SCALE:A" = I '-0 G'-8" EXIST. TRUSS BOTTOM METAL GUARDRAIL. SEE DETAILS, SHEET A4-7 4" T*G PLYWOOD 4' TEMPERED HARDBOARD I -JOIST @ 1 2" OC L FfRE-RATED CEILING I G"x 14' ASSEMBLY. SEE RIM BOARD SHEET A4-7, GA FILE NO. FC 5750 8 I2 III IIL11- 8 TYPE "X" GYP BOARD, BOTH SIDES. 2x4 STUDS @ 24" OC - BOTTOM PLATE ANCHORED TO FLOOR @ 24" OC r- EXIST. FLOOR E 5TORAGE� DECK SECTION SCALE.2 = 1 -0 C OR BOTTOM Pi A TE TO DECK @ 24" OC GLU-LAM BEAM 4x4 STEEL POST, .250" WALL THICKNESS. PAINT TO MATCH WALLS G'xG'x2' CONC FOOTING. FINISH TOP SURFACE SMOOTH EXISTING CONIC FLOO SAWCUT t, EXCAVATE FOR NEW FOOTING WALL EXTENDS UP 8" TYPE "X" GYP BOARD, BOTH SIDES 2x4 STUDS @ 24" OC If SEE DETAIL A, N [1 SHEET A4-4 J L ,EVISIONS: 0-1 5/04 U � � Z m 0 IT I LL w SEE DETAIL A, _z N SHEET A4-4 U m 0 W N E- 6 #5 KEBABS @ 9" OC, aT�A 2 BOTH WAYS. PLACE MATT IN BOTH TOP t BOTTOM DOOR * WINDOW SCHEDULE KEY QTY SIZE DESCRIPTION A I 3'x7' SC OAK W/ HIM FRAME, 3 HINGES t LOCKING KNOB B 1 4'x7' INSULATED METAL W/ HALF-LITE WINDOW* HIM FRAME, 4 HINGES, PAINT COLOR SCHEDUL E THRESHOLD It WEATHERSTRIP C I 4'x7' INSULATED METAL W/ HALF-LITE AREA MFGR. PRODUCT #, WINDOW (NEW DOOR ON WALLS* EXISTING JAMB) W/ 3 HINGES, CEILINGS COLUM51A 042-W5 THRESHOLD It WEATHERSTRIP EXTERIOR D I 4'x3' SOLID PANE WINDOW W/ HM FRAME SURFACES COLUM51A ACKY SHIELD E I 4'x4' SOLID PANE WINDOW W/ WRAP- EXTERIOR AROUND HOLLOW METAL ffRAME. DOORS BEN. MOORE DTM FIELD MEASURE FOR DETAILS NOTES I- FIELD VERIFY ALL. DIMENSIONS, NOTED OR IMPLIED 2- NEW 2x4 STUD WALLS @ I G" OC @ 8' HIGH W/ 2xG CEILING JOISTS. ATTACH TO EXIST MASONRY WALL W/ 2xG RIM J0I5T (ANCHORED @ 32" OC) * JOIST HANGERS. COVER WALLS CEILING W/ fill TYPE "X" GYP BOARD. COVER TOP OF J0I5T5 W/ i 6" OSB. PROVIDE TRIM @ TOP OF WALLS. TAPE, TEXTURE * PAINT. SEE PAINT COLOR SCHEULE, THIS SHEET 3- INSTALL NEW WINDOW, SEE SCHEDULE, THIS SHEET. HEIGHT 15 G'-8" ABOVE FLOOR 4- INSTALL 3 NEW DOORS W/ 5CHLAGE D70 LEVER LOCK LATCH SETS. SEE DOOR SCHEDULE, THIS SHEET. OWNER TO PROVIDE $ INSTALL LOCK CORES IN LATCH5ET5 5- NEW CONC STEPS (2 RISERS @ _-G", I TREAD @ 1 2") * RETAINING WALLS W/ HANDRAILS. 4000 PSI CONCRETE G- NEW CONC FOOTINGS * POSTS TO SUPPORT TYP 3"x3" (. 180 WALL THICKNESS) STEEL POST. SEE DETAIL "C", SHEET A4-2 7- 8"0 BOLLARD, CONCRETE -FILLED STEEL PIPE, 4' ABOVE GRADE, BURIED 2' DEEP IN 18"Ox 18" DEEP FOOTING 8- NEW 4000 PSI CONCRETE WALL W/ 2 EA #4 REBAR ALONG LENGTH, DOWELED INTO WALL. POST @ ENDS. (SEE DETAIL E, SHEET A4-1) FRAME WALL FROM CONCRETE TO ROOF W/ 2x4 STUDS. SEE DETAIL E, SHEET A4-1 FOR CONSTRUCTION DETAILS. PAINT GYP BD TO MATCH STEEL POSTS 9- REPLACE ALL DISTURBED ASPHALT PAVING AFTER COMPACTING SUB -BASE 10- 10- NEW PARKING CANOPY. SEE ROOF FRAMING PLAN, SHEET A3- 1 . LEAVE ROOF FRAMING A2-2 EXPOSED ON UNDERSIDE. PAINT TO MATCH STEEL PO5T5. MATCH METAL SOFFIT * FASCIA OF EXISTING BUILDING I I - NEW WORK TABLES It CABINETS. SEE DETAILS, SHEETS A4-3 THROUGH A4-G 1 2- REPOSITION * STAKE DOWN CONCRETE PARKING BUMPERS UNDER PARKING CANOPY 1 3- OWNER TO PRODUCE t HANG 2 SIGNS ON EAST WALL OF F3]-D(- AS SHOWN ON .9HFFT 1 4- NEW FIRE SPRINKLERS IN OFFICE * BENEATH STORAGE DECK. SHOP DRAWING TO BE FURNISHED BY INSTALLER * SUBMITTED TO STATE t- OWNER'S INSURANCE COMPANY FOR APPROVAL 1 5- EXPANDED MAIL ROOM AREA. FRAME STORAGE DECK OVER THIS AREA AS PER DETAILS ON SHEET A2-2. APPLY fi" TYPE "X" GYP BD BOTH SIDES OF WALLS. APPLY 2 LAYERS fill TYPE "X" GYP BD TO CEILING. FIRE CALK ALL PENETRATIONS I G- PRIME * PAINT ALL RAW WOOD, GYP BD, * BARE METAL INSIDE It OUTSIDE. SEE PAINT COLOR SCHEDULE 1 7- PAINT/REPAINT ENTIRE AREA TO MATCH EXISTING. SEE PAINT COLOR SCHEDULE, THIS SHEET 1 8- INFILL DOOR OPENING W/ BLOCK * BRICK TO MATCH EXISTING. INSTALL NEW WINDOW (SEE SCHEDULE, THIS SHEET) 1 9- NEW 2x4 STUD WALLS @ I G" OC @ 8' HIGH. COVER ALL EXPOSED WOOD W/ 5/5" TYPE-X GYP BOARD. APPLY CORNER BEAD ON OPENING * TOP OF WALL. TAPE, TEXTURE * PAINT 20- OPENING HEIGHT = 7-0 ABOVE FLOOR 2 1- SAWCUT FLOOR, EXCAVATE * POUR CONCRETE FOOTING. SEE DETAILS, SHEET A2-2. PROVIDE STEEL POSTS TO SUPPORT STRUCTURE ABOVE. SEE DETAILS, SHEET A4-4 REVISIONS: 1 0- 1 5-04 A4-2 NOTE 6 NOTE 7 TYP OF4 NOTE 10 2' 10" 1 3'-7 3/8" 1 3'-7 1 /4" 1 3'-7 3/8" 2 m Z .. CID COLOR# ` ---- `I I❑� I o:�- I > O SHELL WHITE -J J/ L_J J x a- C-S,L-G 3 Q Q NOTE 8 a-/C 12,L3,Y3G Lu „ -- BRONZETONE E _ A4-I FWD. 40'- 1 1 " G" G" 20' (� NOTE 12, TYP OF 3 OTE 5 � 5 4 z NOTE 13 14'-8" z 5' EllA Q 2" 3'-fill G" A4-I I" J co B n 1J z 4'-G" I -G" - I I U O Q NOTE 4 > U 1 2'- 10 1 /2" I I �P ASP R/ W NOTE 2 1, L-i � R/ NOTE 18 TYP OF 4 MAIL ROOM T ,� I ROOM# 133 E P O OG z 0SP Q CZ O NOTE 15 10'-5" x � NOTE 14 IU /� I 1 2'- 1 I" l i NOTE 4 C�C W z NOTE 19 G -5 11 NOTE 3 �P NOTE 20 NOTE 2 EX151 IN �I 3' SPKIN LE NOTE 4 0 LL w LI ES 4'- 10" D z o 1 2'- 10 1 /2" C)II �P ASP _ J N I I 10, c�P NOTE 14 Q 1 5' SCALE: 8" = 1 '-O 1 5-5" upE #: `AUX-0 7 SHE A2- I o y- 1 5' SCALE: 8" = 1 '-O 1 5-5" upE #: `AUX-0 7 SHE A2- I o y- SURPLUSSED ITEMS STORAGE CONTINUING ED STORAGE CONTINUING ED. STORAGE NOTE: MAIL SERVICES FUNCTION OF THIS SPACE TO CONTINUE DURING CONSTRUCTION. COORDINATE WITH OCCUPANTS TO MOVE ESSENTIAL EQUIPMENT, ETC. TAKE MEASURES NECESSARY TO MINIMIZE DUST. ADD ADDITIONAL SPACE ON NORTH SIDE FIRST. WHEN THIS AREA CAN BE OCCUPIED, OWNER WILL MOVE EQUIPMENT. THEN PERFORM WORK ON WEST, SOUTH � EAST WALLS. EXTERIOR WORK TO BE DONE @ CONTRACTOR'S DISCRETION. NOTES I - FIELD VERIFY ALL DIMENSIONS, NOTED OR IMPLIED 2- OCCUPANT TO REPOSITION ALL SHELVING * EQUIPMENT WHICH NEEDS TO BE MOVED DURING CONSTRUCTION. COORDINATE W/ PROJECT SUPERVISOR 3- REMOVE OUTLETS * ASSOCIATED CONDUIT * WIRES 4- NOT USED 5- NOT USED G- REMOVE EXISTING ENTRY DOOR FROM EXIST. JAMB. (NEW DOOR NEEDED) 7- REMOVE ASPHALT * SUB -BASE IN AREA FOR NEW STEPS * LANDING, CANOPY POSTS, END WALL, * BOLLARD 8- REMOVE $ DISCARD EXISTING PLUG-IN EMERGENCY LIGHT UNIT 9- SAWCUT f REMOVE WALL FOR NEW OPENING. SEE DOOR BUCK DETAIL, SHEET A4-1 10- REMOVE CONCRETE PARKING BUMPERS FROM EAST SIDE OF BUILDING. SAVE FOR REINSTALLATION I I - ABANDON ONE 3-WAY SWITCH WHICH CONTROLS HOUSE LIGHTS 1 2- REMOVE FRAMED WALL. REMOVE ALL WIRING * DATA LINES IN WALL. PULL WIRES BACK TO SOURCE 1 3- REMOVE 4 SURFACE -MOUNTED I I OV RECEPTALES 4� ASSOCIATED CONDUITS. PRESERVE WIRE PATH RACK TO SOURCE FOR CONNECTION TO NEW OUTLETS 14- REMOVE EXISTING DOOR * JAMB 1 5- DISCONNECT EXISTING DOOR ALARM. REMOVE EXISTING EXIT SIGN, FIRE PULL STATION, * ASSOCIATED CONDUITS. SAVE FOR REINSTALLATION - 1 2'-78" - 1 3'-7 1 /4" - k 1 3'-5 7/8" - r I I 1 I _J _ NOTE 7 NOTE 7 2'x 2' TYP FTG NOTE 7 NOTE 7 - 6" 3'-9" t NOTE 15 NOTE I SCALE: 8" = I '-0 NOTE 7 k 218"0 FTG NOTE 7 1 Y2' �J I 1 I I I I 1 9'-10 1 /2" NOTE 7 rl ,EV(SION5: 0-1 5 -04 m z °o C i Q U LLJ >' 127 _ rL pa V _z J CD W U_ NOTE 14 W (1) I I Q _J NOTE G X Q ___I lW Oz :�i Q LLJ — I R/ a_ Q u i � 1 -4 ►• NIL B RI G HAM YOUNG UN IV E R S IT Y IDAHO APPROVED: JA3��S-JZOBISON: MAIL SERVICES SUPERVISOk " DATE e - - SHANE WEBSTER: ASSISTANT DIRECTOR, FINANCIAL SERVICES US ARCHITECT � DATE DATE CHARLES ANDERSEN: DIRECTOR, PHYSICAL DATE PLANT Y/ _ - �/, lT■��, _�- ��r� �� IAA►�„ J AUXILIARY SERVICES BUILDING MAIL ROOM REMODEL PROTECT # AUX-007 ROOM LOCATION 0 0 r r- ��i AUXILIARY SERVICES BUILDING PROJECT Al-1 DEMOLITION PLAN LOCATION A2-1 NEW CONSTRUCTION PLAN A2-2 STORAGE DECK DETAILS A2-3 ELECTRICAL ALTERATIONS A2-4 FURNITURE PLAN A3-1 REMODELED ELEVATION VIEWS A4-1 DETAIL DRAWINGS a A4-2 DETAIL DRAWINGS A4-3 MAIL SORTING CABINETS A4-4 MAIL SORTING CABS., MISC. DETAILS A4-5 TABLE DETAILS A4-6 LETTER SORTING CABINETS A4-7 MISC. DETAILS RM 133 0 0`�� CONSTRUCTION MANAGER: CAMPUS ARCHITECT: ELECTRICAL SUPERVISOR: HVAC SUPERVISOR: TELECOMMUNICATIONS: TELEPHONE SUPERVISOR: COMPUTER NETWORKING: ABBREVIATIONS @ AT ADJ. ADJUSTABLE BLDG BUILDING BRG. BEARING CLG. CEILING COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DET. DETAIL DWGS. DRAWINGS EA EACH ELEC. ELECTRIC(AL) ELEV. ELEVATION EXIST. EXISTING FIN. FINISH FLR. FLOOR FL FLUORESCENT FT. FOOT (FEET) GYP. BD. GYPSUM WALL BOARD HM HOLLOW METAL HOR. HORIZONTAL HT. HEIGHT LAM. LAMINATE LT LIGHT MANU. MANUFACTURER MIN. MINIMUM O.C. ON CENTER O.H. OVERHEAD PART. BD. PARTICLEBOARD RQD REQUIRED REQ'MTS REQUIREMENTS SHLVS. SHELVES SHT(S) SHEET(S) SPECS SPECIFICATIONS SQ.. SQUARE STOR. STORAGE TYP. TYPICAL VERT. VERTICAL W/ WITH y ��� �s� ofJs S' 140(A) LLOYD BENSON 496 RULON NIELSEN STEVE PRICE NEAL SHIRLE PAUL JEPPSON . JIM GRIFFITH GAYLEN JENSEN 496- 1 io 0 4-