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Home My WebLink About02-523 161 5th Ave S plans THE FOLLOWING NOTES SHOULD BE CONSIDERED BY THE SPECIFICATIONS AND DATA CAR 01 PURCHASER BEFORE APPROVING THIS DRAWING CLASSIFICATION GENERAL PURPOSE/PASSENGER CAPACITY 25001* WHEN THE APPLICABLE LOCAL CODES INCLUDE OTHER REQUIREMENTS OR CONFLICT Q SPEED, UP/DN (NOMINAL) 100 FPM WITH THE REFERENCED CODES BELOW, THE LOCAL CODES SHALL PREVAIL. F^ o SPEED, UP/DN (ACTUAL) + OR - 7% 1. CLEAR, PLUMB HOISTWAY, WITH VARIATIONS NOT TO EXCEED 1" AT ANY POINT. PIT CORNERS TO BE FREE OF DEBRIS. OPERATION SELECTIVE COLLECTIVE PIT FLOOR TO BE SMOOTH AND FREE OF BUMPS. ¢ CONTROL 330A 2. HOISTWAY ENCLOSURE TO BE FIRE RATED. (RULE 2.1:1) < 3. 75* BEVEL GUARDS ON ALL PROJECTIONS, RECESSES, OR SETBACKS OVER 4" EXCEPT ON SIDE USED FOR LOADING/UNLOADING. Z LANDINGS/OPENINGS 5 LANDINGS ( 4 F/ 1 R OPENINGS) (RULE 2.1.6) w RISE 29' - 2" LD 4. VENTING OF THE HOISTWAY. (RULE 2.1.41 POWER SUPPLY (+YDS)208-3-60 5. ADEQUATE SUPPORT FOR RAIL BRACKETS AT EACH FLOOR, 10'-0 ABOVE TOP LANDING, AND/OR INTERMEDIATE LOCATIONS POWER FAIL OPERATION NONE (INCLUDING DIVIDER BEAMS FOR MULTIPLE ELEVATORS IN A COMMON HOISTWAY). SEE SPECIFICATIONS CAR ENCLOSURE (TYPE) FRAME - 125 AND DATA FOR MAXIMUM BRACKET SPACING. CAR GUIDE SHOES/ROLWERS (TYPE) 5' SLIDING R e. 6. BLOCKOUT/CUTOUT THRU WALL AS REQUIRED TO ACCOMODATE HALL BUTTON BOXES, SIGNAL FIXTURES, AND THEIR PATCHING. Cr CAR TOE GUARD (L GT H) 24.00' AUr '� 7. ALL BARRICADES EITHER OUTSIDE OF ELEVATOR HOISTWAY OR BETWEEN ELEVATORS INSIDE OF HOISTWAYS AS REQUIRED. a 8. DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES FROM RAILS & BUFFERS, (RULES 2.2.2, 8.11.2.2.1 AND 8.2.3.2) u PLATFORM (TYPE) PLYWOOD - STEEL FRAME 9. CONVENIENCE OUTLET AND LIGHT FIXTURE IN PIT - MINIMUM LIGHTING 100 LUX (10 FC) (RULE 2.2.5). GFI TYPE PER N.E.C. 620-85. FLOOR RECESS 0.38• OITY OF TWINFA" 10. PIT LADDER FOR EACH ELEVATOR EXTENDING NOT LESS THAN 6'-0" ABOVE BOTTOM LANDING (RULE 2.2.4) NET INSIDE CAB AREA 28.97 SO. FT. ° �'e`r:tr:.r , 11. FOR REMOTE PUMP ROOMS, PROVIDE CLEAR ACCESS ABOVE CEILING OR FURNISH TRENCH IN FLOOR FOR OIL LINE AND r z BUFFERS (TYPE/STROKE) SPRING /2.5' WIRING DUCT FROM PUMP ROOM TO ELEVATOR HATCH. 3 CAR RAILS RF-9 12. PROVIDE 8" X 16" CUTOUT THRU HOISTWAY WALL FOR OIL LINE & WIRING DUCT. FIRE STOP PROVISIONS BY OTHER. Lnn n- MAXIMUM BRACKET SPACING 14 ' - 0 " COORDINATE WITH SCHINDLER FIELD SUPERINTENDENT ON THE JOB SITE FOR ACTUAL LOCATION. o z) 13. ACCESS TO THE MACHINE ROOM AND MACHINERY SPACE. (RULE 2.7.3) MINIMUM DOOR SIZE 30" X 80" (RULE 2.7.3.4) =Lu 14. LIGHTING, VENTILATION, & HEATING OF MACHINE ROOM & MACHINERY SPACE (RULE 2.7.5). MACHINE ROOM TEMPERATURE w PUMP (MFR/SIZE/TYPE) A4PIC-187 TO BE MAINTAINED BETWEEN 55°F AND 90°F. SEE SCHINDLER POWER SUPPLY DATA SHEET, z MOTOR 25 H.P. 15. A FUSED DISCONNECT SWITCH OR CIRCUIT BREAKER FOR EACH ELEVATOR. LOCATED PER THE NATIONAL ELECTRICAL CODE J(NFPA NO. 70 RULE 620-51). SEE SCHINDLER POWER SUPPLY DATA SHEET. WHERE PRACTICABLE, LOCATE INSIDE MACHINE o WORKING PRESSURE (P5) 491 PSI ROOM ADJACENT TO THE DOOR. w RELIEF PRESSURE (P7) 589 PSI, 16. SUITABLE FEEDER AND BRANCH WIRING CIRCUITS AS REQUIRED FOR SIGNAL SYSTEM AND POWER OPERATED DOOR, INCLUDING - MAX. SYSTEM WORKING PRESSURE RATING 600 PSI MAIN LINE SWITCH. SEE SCHINDLER POWER DATA SHEET. ,a RELIEF VALVE/BY-PASS (SIZE) UV-5AW- . 50 17. DEDICATED FEEDER AND BRANCH WIRING CIRCUITS FOR CAR LIGHT AND FAN, INCLUDING MAIN LINE SWITCH. SEE SCHINDLER w FEED LINE (SIZE/SCH. NO) 2 . 38 O.D. SCHED 40 (0. 15") POWER SUPPLY DATA SHEET. z 18. CONVENIENCE OUTLET ON EACH CONTROL PANEL IN MACHINE ROOM, GFI TYPE PER N.E.C. 620-85. x 19. TELEPHONE OUTLET ON ONE OF THE CONTROL PANELS IN MACHINE ROOM. a HYDRAULIC OIL (TYPE) C I TGO TRANSGUARD THE 20. CLASS "ABC" FIRE EXTINGUISHERS IN ELECTRICAL MACHINERY AND CONTROL SPACES. EXTINGUISHERS SHALL BE LOCATED m I (O T Y) 118 US GAL. CONVENIENT TO THE ACCESS DOOR. JACK ASS'Y (TYPE/PKG) 330A 3-STAGE JACK (60-3S) 21. SUMP PIT, IF REQUIRED, TO BE LOCATED IN REAR CENTER OF PIT FLOOR. DRAINS AND SUMP PUMPS. WHERE PROVIDED, SHALL PLUNGER O.D. (EOUIVELANT) 4 . 26" COMPLY WITH THE APPLICABLE PLUMBING CODE, AND THEY SHALL BE PROVIDED WITH A POSITIVE MEANS TO PREVENT WATER, GASES >_ AND ODORS FROM ENTERING THE HOISTWAY. SUMPS AND SUMP PUMPS IN PITS, WHERE PROVIDED, SHALL BE COVERED. THE COVER m PLUNGER LENGTH 361 . 50" SHALL BE SECURED AND LEVEL WITH THE PIT FLOOR. (RULES 2.2.2.4 & 2.2.2.6) w STAGE 1 STAGE 2 STAGE 3 22. ADEQUATE SEALING OF PIT WITH 01L RESISTANT. WATERPROOF SEALANT REQUIRED BY OTHERS. EFFECTIVE V) PLUNGER SECTION 0. D. 2.380" 2.99 8" 3.590" PREVENTION OF PIT EXPOSURE TO STORM WATER OR GROUND WATER SHALL BE PROVIDED BY OTHERS. a PLUNGER SECTION WALL THICK. 0. 16 5" 0. 16 5" 0. 165" 23. WIRING FOR FIRE ALARM SYSTEM TO EACH ELEVATOR CONTROL IN MACHINE ROOM (WHERE APPLICABLE). 24. BUILDING CORRIDORS SHALL BE LIGHTED SO THAT THE ILLUMINATION LEVEL AT THE LANDING SILLS, WHEN AN ELEVATOR IS IN u CYLINDER O.D,.., ,. 4. 151 " SERVICE. SHALL NOT BE LESS THAN 100 LUX (10 FC) . (RULE 2.11.10.2) CYLINDER WALL THICK. 0. 165" - CYLINDER LENGTH 147.6" CYLINDER PROTECTION (TYPE) NONE CAR 2402u FIELD NOTES = GROSS WEIGHT E'e, K' -40 � 1 . PER ASME A17 . 1 2410.5, PIPE SUPPORTS SHALL NOT EXCEED 8.5' FOR 2" PIPE, 9' FOR 2.5" PIPE OR PUMP UNIT ,1, :-' 5,6 2 u z 10' FOR 3" PIPE BECAUSE OF SEISMIC ZONE 3 CONTROLLER r, " =f Ofltt" JACK ASS 'Y " E,_.CH _y, 35'2AOzt.' ;• l.;r PIT REA( T I ON =- RAIL%REACrj I:91\15, ;-;I ;"SYNCH. BAR H01 STBEAM CAR NO.JACK (2*R1)BUFFER,J2*xR2) ? E Pr 7- ,,+ HK HB 01 10680u 3352tt^ 815tt=v BBw, 1,1012a 5000n MIN. ". NOTE PIT REACIENS IINUIJDE'ALL�LIWAN%,,FOf? �MPAQ-r w + �y ; 0I SfY1AT•SYNClt •' t' G , 1 = x: - (Nw "11K oAD�E I DEc, ` r -� 'CHI NDLER EiiE VA T OR CORPORA TION SYNCH. BAR LOAD DIAGRA Q C RA LOA DIA C"'lei }b f1 GRA f t' t G E T T Y 5 B U R G, P E N N S Y L VAN I A PLATFORM MOMENT OF INERTIA CAR 01 is 330A HYDRAULIC' ELEVATOR - PLANS AND DETAILS FRAME - FRONT In - 1.998X106MM4; SXX - 23. 154X 103MM3 ?' -• s �` -",;' �•; - w$ I LD I NG: OLD GEM STATE BUILDING o FRAME - BACK IXX = 1.998X106MM4; SXX = 23. 154X103MM3 '-� C! '" A �^ " a ss " OCAT I ON: TWIN FALLS, I D G FRAME - SIDES IXX = 0.7244X106MM4; SXX = 9.628X103MM3 t^ t �"`• tL�` -�,- N WNER RCH I TECTSTRINGERa X103MM6-IXX = 0. 90X0 ; . 6 0- STRINGER SUB REV I S I N ' A &�; APB''I, . NG I NEER: T. BEVENOUR C STRINGER APPROVED FOR GONSt+ T I}JN-r `* C> ?des 40 ENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION SLING MOMENT OF I NERT I A CAR 01 APPROVED FOR ANU ACTUR'E:" RUN330A DATE: , 8-NOV-2002 V Z * STILE IYY = 160.31X10(6)MM(4) ; SYY = 52.980X10(3)MM(3) LAYOUT APPROVED .BY: DATE : CONTRACT CAR SUB . SHEET VJ * TOP BEA:M:± IXX = 8.56X106MM4; SXX 67.354X103MM3 AoI.J , �'® , pf+'7 *** BOLSTER IXX = 8.554X106MM4; SXX = 67.354X103MM aw.a. '! VIT YOU TO V I OUR&E3ITE: http://www.us.schindier.com 4 Correction or comments made on the shop drawings or submittals do not relieve subcontractor from code compliance or compliance with requirements of the drawing and specification REVIEWED ,,] REVISE & RESUBM4T .� REJECTED FURNISH AS CORRECTED DON ANDERSON CONSTRUCTION, INC% C3Y ;R DATE 4 4 CHOP DRAWING REVIEW -, 13 fa'O EXCEPTIONS TAKEN 0RE.lECTEO NOTE MARKINGS 13 REVISE AND RESUBMIT eview Is for general conformance with the project design concept and the contract d6cuments. ,'. Markings or comments do not relieve the t contractor from compliance with the project drawings and specifications. The contractor is " ► responsible for details and accuracy,for confirming ' f and correlating all quantities and dimensions, for j selecting fabrication processes,for techniques of construction, for coordination of the work of all ? R trades and for performing the work in a safe manner. t� HUMMEL ARCHITECTS, P.A. r, 271r5 BOGUS BASIN ROAD • BOISE, ID 83702 y1 i! L-rni E V DATE 2- ,� �?r 1r,s..,f3:�.. :d�'" ........»+':r�...,,Y..rw6...16..�.'�.�.r....�:.,;:(4;'.,,�ltvwr: .,....M',z:.4.w:•Lrr. ,N.�Si:':.a7� i Equipment Room Design Considerations- - A properly designed equipment room will provide additional noise suppression for the power unit with rudimentary changes .� to the room using standard construction materials and techniques. When possible, locate the power unit away from 9' - 4' noise-sensitive areas. MACH. RM. WIDTH Ventilation Requirements: The following guidelines are to be followed to maintain z acceptable elevator equipment room temperatures: 1 Machine room temperature must be maintained between 55 degrees and 90 degrees F. Less than 95% relative U humidity, non-condensing. 2 MIN. AIR CIRCULATION 2. A vented door should be avoided. Air removal should be SHUTOFF VALVE done by ducting the air from the room to the outside if a possible. A forced removal of the air to another part of 3 - 8 z the building or building exterior is needed to keep an air N exchange through the equipment room. Intake and exhaust vents should not be located next 10 each other. This arrangement is highly advantageous since it also keeps the SEE NOTES room cooler (e.g., 70 degrees F), which benefits the 11 & 12 ON operation of the power unit and reduces the likelihood of SHEET 1 . POWER UNIT wz overheating. E-18 =N N�� 3. Minimum Machine Room Ventilation Requirements for Hydraulic 1562 LBS. vLJr .�� Elevators i+ 18 N co"mN w Rated HP CFM* xa Qww MIN. MICROPROCES$SOR L. .p=0N 15 190 ' T PIPE 44W. X 36 3/8' zoa z -OUTLET: m oo 20 240 m 25 290 o -----, aF 30 350 w 40 450 10 ca z v I 42' MIN. CLEAR 50 550 LIGHT SW. 60 720 1 Of PER N.E.C.110-26 BY OTHERS zn 75 900 1 HOISTWAY a Minimum air at 70 degrees F to be moved in and out of - the machine room. CIRCUIT BREAKERS BY OTHERS. STACK ABOVE ONE ANOTHER. SEE NOTE 15 & 17 ON SHEET 1 . DISCONNECT MUST BE ADJACENT TO STRIKE SIDE OF DOOR AS REQUIRED BY LOCAL CODE, WIRING BY - ELECT. FROM DISCONNECT MACHINE ROOM TO CONTROLLER ( IN EMT OR RIGID CONDUIT) . WIRING TO INCLUDE ANALOG PHONE LINE FOR CAR01 AND GFCI 120 VAC RECEPT. SEE PURCHASER NOTES 11-20.23. ADJACENT TO CONTROLLER MIN. AREA REQ'D. PER CAR 5' - 2' X 6' - 6' LOCATION TO HATCH. ADJACENT TO HOSTWAY AT FLOOR. B SCHINDLEJR ELEVATOR CORPORATION GETTYSBURG , PENNSYLVANIA 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS BUILDING: OLD GEM STATE BUILDING LOCATION. TWIN FALLS, ID C OWNER: ARCHITECT: N SUB REVISION DATE 8 APP'L ENGINEER: T. BEVENOUR c APPROVED FOR CONSTRUCTION: GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION .0 APPROVED FOR MANUFACTURE: DRAWN BY: RUN330A DATE: 8-NOV-2002 LAYOUT APPROVED BY : DATE : CONTRACT CAR SUB . SHEET 11 GA5 , 4,2 01 10012OF7 WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindier .com 1 0 0 7 4'-10' ROUGH OPNG.MIN. 3-7' i wo 3' '-6' (I-R.OPNG. 4'-3' m o AT FUR:IR w 3-0' CU OPNG. 6'-0' III a o w a x 611/16 611/16 0 J J o i RAIL BRACKET RAIL BRACKET O N ` REAR REAR — — REAR ENT DUCT RUN a T FLEX CONDUIT a m (CONNECT DUCT TO DUCT ABOVE ai Y Ln ELEV. OF TOP = o a ¢ = R1 R1 LANDING) w w CAR 01 A24"MIN ' ¢ ~" o F & P F & P v a m R2 R2 ^ + o TO ENCODER w a � v, IF ORDERED �z_ o ; m I T LADDER11 3/4'� �'+ aIT SWITCH t in _ w m 3IGHT SWITCH , O� � ENCODER I FRONT FRONT a X o LANDING SYSTEM 6UCT LANDING SYSTEM FRONT ENT. N w ) 6'-9' I DUCT RUN o (DO NOT LOCATE * INSIDE WIDTH o � Y DUCT OVER THE o m 7'-4 3/4' PIT LADDER) o JACK TO JACK DETAILS FOR LANDING SYSTEM, i to1 v4 r-1 ve r-6 114 DUCT AND ENCODER w CAR ¢ 4 Itl YY-6• CUR.OPNG. 3'-4.118' a AT FLRS B.1.2 8 3 - N 10 7/8 T-2 1/4' B.G. 10 7/8 4'-6' CAR 4'-6- 7 r 10' ROUGH OPNG.MIN. 3'-p 7•-0' OUTSIDE CAB DIM. I T-0' B-0' CLEAR ROISPWAY ,I ,\ l HATCH PLAN j \ sr SCHINDLER ELEVATOR CORPORATION GETTYSBURG, PENNSYLVANIA 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS SCALE IN INCHES BUILDING: OLD GEM STATE BUILDING ov�� ni m ro a co rn LOCATION: TWIN FALLS, ID IIIIII I I I I C• OWNER: ARCHITECT: N BOXED DIMENSIONS ARE BUILDING - SUB REVISION DATE & APP'L ENGINEER: T. BEVENOUR c CONSTRUCTION RELATED APPROVED FOR CONSTRUCTION- GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION 3' 0 APPROVED FOR MANUFACTURE: DRAWN BY: RUN330A DATE: 8-NOV-2002 U LAYOUT APPROVED BY: DATE. CONTRACT CAR SUB . SHEET GA 74� 0110013OF7 WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us,schindler.com 10'-2 7/8' RAIL LEN 8' 0 RAIL LEN. 12'-0' RAIL LEN. 16'--0' RAIL LEN 13 -0' RAIL BRK.LOC. 8-8• RAIL BRK. ld -8 RAIL BRK. 8 -10 RAIL BRK. 4'-0' RAIL BRK. HORIZONTAL REFUGE AREA SUPPORT LOC. SUPPORT LOC. SUPPORT LOC. SUPPORT LOC. 24" X 33' MINIMUM MIN. 9'-VB' TO SYNCH.BAR CL7=12'-3 51W MAX. 11'-11 7/8' 7 - OUCH DPNG.MIN. SEE CAR TOP CLEARANCE 7' 0 CLR DPNG BELOW 1R PT-T-3 1/2' REAR a w a w D u- w �z SYNCH. BAR 1O1 PLUNGER RAIL GUIDE ANGLES R1 ag SEE DETAIL A BELOW 0 I (4 SETS -- EACH: 3 8'LG.) I z" -------------- T ------------------------------- -- --------- v -------— -------- ------ HOISTBE (SEE] ::::::_::::::r_r:::::r°::a:rc:r::r_:r_ ' -------------------------------- ----------------- ---------------'-- . ----------- ---- -------- 2 ov z M. - -------------- DETAIL ABELOW) I I =N RAIL BRK. RAIL BRK. RAIL BRK. RAIL BRK. RAIL BRK. LOCATION LOCATION LOCATION LOCATION SEE NOTE SEE NOTE SEE NOTE SEE NOTE LOCATIONSEE NOTE 5, SH. 1 0 5, SH. 1 5, SH. 1 O 5, SH 1 r" LL •2 V2 FRONT 5,_SH. 1 T-0' CUR.OPNG. 7'-0' CLR.DPNG. T-0' CLR.DPNG. 7'-0 CLR.OPNG. BR,3 5'-T TO CAR TOP T-8 ROUGB OPNG.MiN. 7-B ROUCH OPNG.MIN. 7 -8' ROUCH DPNG.M1N. 7-8 ROU DPNG.MIN. 2•-5 1/2• REFUGE SPACE TR..TL-5 8'-0• 9'-8' 10'-8• 5'-0' T-10• 3'-13/8' CAB HT. REFUGE SPACE 16 0' 29 2 G 0' OVERHEAD RISE PIT SECTION TN.RU HOISTWAY CAR 01 pD v ��v NOTE' FINAL RAIL STACK SEOUENCE a P Pa Pap P a aP aP aP aP P AND RAIL BRACKET LOCATIONS TO BE SCALE IN I NCHES V P p p V ap Pap vp ap ap vp ap ap vp ap>p vp ap p OVERHEAD _ BRACKET SD IN THE FIEL . MAXIMUM 'CING SHALLO NOT EXCEED pv.ON v to w o N v to N pap papa pap 1., apace a opa�cep p0�p cep pa��p� � N M v ao n m rn SHEET 1 RELUIREMENTS. l IIIIIII I I I I I I I BOXED DIMENSIONS ARE BUILDING Z CONSTRUCTION RELATED HOIST BEAM— °O HOIST BEAM(BY OTHERS)] G.C.TO COORDINATE LOAD HB - 5000 d.HB 0 POUNDS MIN. in Zn Iff I 0 ��a SCHINDLER ELEVATOR CORPORATION c _ _� 0 0 Z. o GETTYSBURG, PENNSYLVANIA 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS o �m� BUILDING: OLD GEM STATE BUILDING LOCATION: TWIN FALLS, ID G OWNER: �—F�KSYN'CH BAR HK (SEE ARCHITECT: SH. 1 FOR LOADi SUB REV I S 1 ON DATE 8 APP'L ENG I NEER: T. BEVENOUR RAIL APPROVED FOR CONSTRUCTION: GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION DETAIL A - SYNCH BAR ASSEMBLY APPROVED FOR MANUFACTURE: DRAWN BY: RUN330A DATE: 8—NOV-2002 U SCALE 4X CAR TOP CLEARANCE LAYOUT APPROVED BY : DATE : CONTRACT CAR SUB . SHEET � (NOT TO SCALE) �� , 4 01 4 OS WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindler .com TABLE OF ENTRANCE DETAILS CAR 01 G.C. NOTES: OPENING WALL THICKNESS WALL CONSTRUCTION WALL FIRE RATING JAMB FINISH 14 GA. STL DOOR FINISH 18 GA. STL 1. HOISTWAY ENTRANCES ARE 1.5 HOUR FIRE RATING LABELS - U.L 2. HOISTWAY WALLS TO HAVE A FIRE ENDURANCE RATING NOT LESS THAN THAT REQUIRED BY RULE 100. 1 OF ANSI A17. 1 B 7.25 DRYWALL 2 HR BE - E999 BE - E999 ELEVATOR SAFETY CODE. 3. FURNISHING. INSTALLING, AND MAINTAINING THE REQUIRED FIRE RATING OF ELEVATOR HOISTWAY WALLS, INCLUDING THE PENETRATION OF WIRE WALL BY ELEVATOR FIXTURE BOXES, IS NOT THE RESPONSIBILITY OF THE ELEVATOR CONTRACTOR. 111 7.25 DRYWALL 2 HR BE - E999 BE - E999 4. THE INTERFACE OF THE HOISTWAY WALL WITH THE HOISTWAY ENTRANCE ASSEMBLY SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACTOR'S REOUIREMENTS IN ORDER TO RETAIN FIRE RATING & LABEL VALIDITY OF ELEVATOR HOISTWAY DOORS AND FRAMES SEE SCHINDLER DS153B THRU DS153E. 1 7.25 DRYWALL 2 HR BE - E999 BE - E999 5. FILLING AND GROUTING AS REQUIRED (BY OTHERS) . 6. PIT AND ALL FLOORS MUST BE IN LINE AND PLUMB. 7. WHEN FLUTED STEEL DECKING IS USED UNDER CONCRETE FLOORING, THE CONCRETE MUST BE NO LESS THAN 2' THICK 2 7.25 DRYWALL 2 HR BE - E999 BE - E999 UNDER ANCHOR BOLTS AND 2-1/2' THICK FOR SILL ANGLE ANCHORS G.C. MASONRY NOTES: 3 7.25 DRYWALL 2 HR BE - E999 BE - E999 1. HOISTWAY WALLS AT ENTRANCE TO BE BUILT AFTER DOOR SILLS & FRAMES ARE SET IN PLACE, IF THIS IS NOT POSSIBLE, LEAVE 4' - 10'W. X 7' - 8' H ROUGH OPENING PLEASE USE THE SCHINDLER BAKED ENAMEL BROCHURE FOR A REFERENCE. G.C. DRYWALL NOTES: 1. HOISTWAY WALLS AT ENTRANCE TO BE BUILT AFTER DOOR SILLS & FRAMES ARE SET IN PLACE 2, A SUPPORT MEMBER BEAM (SPREADER BEAM) MUST BE PROVIDED FOR FLOOR HEIGHTS GREATER THAN 12'-0' WHEN REAR OPENINGS OR 2SSO DOORS ARE PRESENT TO SUPPORT ENTRANCE HEADER STRUTS. TOP OF BEAM IS TO BE LOCATED 12'-0' ABOVE THE FINISHED FLOOR. z 7' - 21/4' J V'1 U 7 1/4 FINISHED WALL CAR 1' - 6' SEE ENT DET. TABLE ClOPNG. l- 5 DOOR SPACE T - 7 1/8' a J < Q J W U 1 5/16 RETURN Lu W J W FASCIA OR DUST COVER N r a o Q z a S � r z � w Z � w CORRIDOR P.B. _ a BRAILLE PLATE FLRS: z a BOTH JAMBS (ON VERTICAL CL) 62 BIR,1,2,3 w W/FIRE SERVICE w o A AT FLR: 1R o = z z x o v o o o CDa A v J ao ^ p ;o v, 2 REVEAL TYP. 3' 6' CLR.OPNG. 4' - 10' ROUGH OPNG. MIN. CORRIDOR FIXTURE LOCATION CAR 01 TOE GUARD OR FASCIA P.B. LOCATION PER ADA GUIDLINES ENTRANCE PLAN CAR 01 SECTION A-A NOTE: THE HORIZONTAL LOAD IMPOSED ON THE BUILDING IS 1000 POUNDS n MIN. CONCRETE 2.00 SILL PROD. .12 FOR JAMB ANCHOR REFERENCE ASME A17.4-1991 GUIDE FOR EMERGENCY 4.50 SCHINDLER ELEVATOR CORPORATION v ♦ ♦ P v v ° EVACUATION OF PASSENGERS FROM ELEVATORS. � LOCATED OFF LEADING P P P O ESCUTCHEON KEY WILL BE PROVIDED ON ALL ELEVATOR TOE GUARD OR FASC IA a P e a v HOISTWAY DOORS PER LATEST ASME A17.1 REVISION EDGE OF DOOR GETTYSBURG , PENNSYLVAN I A SCALE IN INCHES a PP MIN. FINISHED FLOOR UNLESS PROHIBITED BY LOCAL CODE AUTHORITY. 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS SLAB FOR ANCHORING v (o co o (v v (o P a SILL ASSEM. BU I LID NG: OLD GEM STATE BU I LID NG (v m v o co rn t48 MIN CONCRETE LOCATION. TWIN FALLS, ID C4 I I I I I I I I I I I FOR SILL ANGLE OWNER: ` zso ANCHOR ARCHITECT: BOXED DIMENSIONS ARE BUILDING SUBI REVISION DATE & APP'L ENGINEER: T. BEVENOUR c CONSTRUCTION RELATED APPROVED FOR CONSTRUCTION: GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION t 330A 1 SPEED SILL DETAIL APPROVED FOR MANUFACTURE: DRAWN BY RUN330A DATE: 8-NOV-2002 a NOT TO SCALE LAYOUT APPROVED BY : DATE CONTRACT CAR SUB . SHEET CDHGA5142 01 0050F7 WE INVITE YOU TO VISIT OUR WEB SITE: hflp://www.us.schindler .com 1,00 1.50 .25 CLEARANCE EXHAUST FAN .25 CLEARANCE FLUORESCENT LIGHT o 1.50 TSO FLUORESCENT .y 1.25 DR. TK LIGHT 1.25 DR. TK o0000 Davao L.E.D. P I_ 2.25 2.25 EMER. LIGHT ' � 47.00 CAR OPERATING VN = Lo PANEL _ = u = m 0 _ z w 0 a o z V < o 400 4.00 O cr l z C> o a o o � Q fr m rnON W d C. CD CL a0 O v co o 0 o N O 0 0 fl 10 ^ w w uoouo 00000 0 FRONT ELEVATION REAR ELEVATION 1.5o t50 CAR 01 CAR 01 4.75 4.75 REAR 7.75 7.75 3.00 42.00 OPNG, 3750 PANEL RR(I SRH) DUCT CAR LANTERN SIDE ELEVATION CAR 01 o � � G. m 1 EXIT 'j o o SCALE IN INCHES o REMOVABLE SECTION FOR 29.00 0 w°� N m co m rl co rn c; ACCESS TO TOP EXIT Z o TRANSLUCENT PLASTIC CAR STATION I I I I ALUMINUM TEE AND FR.(1 SLH.) ANGLE FRAME CAR LANTERN BOXED DIMENSIONS ARE BU I LD I NO CONSTRUCTION RELATED 78.00 3.00 42.00 OPNG. j 37.50 CEILING REFLECTED VIEW 1.50 � 81.00 INSIDE CAB WIDTH L150 CAR 01 84.00 OUTSIDE CAB DIM. FLOOR PLAN CAR 01 SPECIFICATIONS AND DATA SCHINDLER ELEVATOR CORPORATIO.A' CAB DESIGN 125 PROTECTIVE PADS AND HOOKS NOT REQUIRED GETTYSBURG, PENNSYLVAN I A CAPACITY 2500tt TOP EXIT SECURITY LOCK 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS WALL FRAME COLD ROLLED STEEL E999 CERT. FRAME NOT REQUIRED BUILDING: OLD GEM STATE BUILDING HUNG PANELS WILSON ART M999 DOOR EDGE CEDES LIGHT CURTAIN LOCATION: TWIN FALLS, ID G CAB FRONT tt4 STAINLESS STEEL CAR POSITION INDICATOR IN MAIN RETURN OWNER: CAB DOORS COLD ROLLED STEEL E999 CAR LANTERN REQUIRED ARCHITECT: d TOP CEILING COLD ROLLED STEEL E050 TELEPHONE HANDS FREE ADA SUB REVISION DATE & APP'L ENGINEER: T. BEVENOUR C SILL ALUMINUM CAB FLOOR RECESS 0.38 APPROVED FOR CONSTRUCTION: GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION LIGHTING FLUORESCENT APPROVED FOR MANUFACTURE: DRAWN BY: RUN330A DATE: 8-NOV-2002 U FAN 1SPEED LAYOUT APPROVED BY: DATE : CONTRACT CAR SUB . SHEET SUSPENDED CEILING SCO2 (ALUM. FRAME, FLAT PANELS) TT �� /�21 O , 100 �60F7 HANDRAILS 0.5 X 2.0 (tt4 S.S) 1-1 `� WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.SChindler .com ATTENDANT CABINET (US) CORRIDOR PB CORRIDOR PB CORRIDOR PB CORRIDOR PB CAR LANTERN W/FER KEY SW, T T T O 8EWV i 0 N I L oar 0 0 0 0 0 o°000a °� uaearr�u 0 II I MAIN CAR OPERATING PANEL AT FLR. : B AT FLR. : 1R AT FLRS. : AT FLR. : 3 1 ,2 Fro — =0 OFi ' - NACA T OS O ON IROORAY 9BIBBICY%IOfE �I O 1 0 20 B. 0 1R0 �► 0 ►1 0 �� 0 �� 0 PREMIUM CORRIDOR SCHINDLER ELEVATOR CORPORATION FIXTURES (u 4 SS) GETTYSBURG, PENNSYLVAN I A O 330A HYDRAULIC ELEVATOR - PLANS AND DETAILS BUILDING: OLD GEM STATE BUILDING LOCATION. TWIN FALLS, ID G OWNER: ARCHITECT: ° SUB REVISION DATE & APP'L ENG 1 NEER: T. BEVENOUR APPROVED FOR CONSTRUCTION: GENERAL CONTRACTOR: DON ANDERSON CONSTRUCTION c APPROVED FOR MANUFACTURE: DRAWN BY: RUN330A DATE: 8-NOV-2002 0 LAYOUT APPROVED BY: DATE : CONTRACT CAR SUB . SHEET HGA51421 01 100170F7 WE INVITE YOU TO VISIT OUR WEB SITE: http://www.us.schindier.com weIVED AUG 1 2 2002 H I S T O R I C R E N O V A T 10 N OF THE EPY!Z SIMPSON AND COMPANY BU TWIN FALLS , I DAH O 2 a wv a ' Ri J h. :�M-,� tx swa IMMEL 1 3i ,� ; ' a � "`,• ��"� Gw- r. ..I .sa F fir* s .r l � - w ARCHITECTS P x 2785 BOGUS BASIN ROAD - �` BOISE, IDAHO 83702 Building Plans , � .. w PHONE: (208) 343 75 REVIEWED FAX 0 343-0940 „x ., y .� ram• U�f m 6 with . 2 8 1 Conformance Building Co �1 Con<_Zuction Su*ct to nald Inspection O Pape�_of 39 _ O AUGUST 2002LU Z 0rr1 a Sec spz b o-l V t�,� QU�01"ll-'41c SPr(AK 1lr Sy 3'feM ® ay; `°t 3) t:+c �iktrrr System J_ 1F i CL m Q • V Z Uj Q m z O CL GENERAL NOTES oao 0 GENERAL CONTRACTOR WOOD AND PLASTICS S. AUXILLIARYMATERIALS: GENERAL- AUXILUARY MATERIALS RECOMMENDED BY ROOFING SYSTEM MANUFACTURER FOR INTENDED USE AND COMPATIBLE WITH MEMBRANE ROOFING. LIQUID-TYPE AUXILLIARY MATERIALS SHALL MEET VOC I. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOR ACQUIRING AND PAYING FOR ALL PERMITS AND EXECUTION OF PERMIT 1. MISCELLANEOUS CARPENTRY:INCLUDES MISC.FRAMING WITH DIMENSIONAL LUMBER,WOOD BLOCKING,CANT,NAILERS,WOOD FURRING LIMITS OF AUTHORITIES HAVING JURISDICTION:SHEET FLASHING:MANUFACTURERS STANDARD UNREINFORCED REQUIREMENTS WITH ALL GOVERNING AGENCIES ASSOCIATED WITH THIS PROJECT. AND GROUNDS,PLYWOOD PANELS. THERMOPLASTIC POLYOLEFIN SHEET FLASHING,55 mils(1.4 mm)THICK,MINIMUM OF SAME COLOR AS MEMBRANE A.LUMBER GRADE AGENCIES:WWPA-WESTERN WOOD PRODUCTS ASSOCIATION. SHEET:BONDING ADHESIVE:MANUFACTURER'S STANDARD BONDING ADHESIVE FOR MEMBRANE,AND SOLVENT-BASED 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR FOR COORDINATING/PREPARING SHOP DRAWINGS FOR ALL WORK BONDING ADHESIVES FOR BASE FLASHINGS:METAL TERMINATION BARS:MANUFACTURER'S STANDARD PRE-DRILLED ASSOCIATED WITH THIS PROJECT.SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING ITEMS:CONCRETE PRODUCTS,MASONRY 2. SUBMITTALS: FOR EACH TYPE OF PROCESS AND FACTORY-FABRICATED PRODUCT. INCLUDE COMPONENT MATERIALS AND DIMENSIONS AND STAINLESS STEEL OR ALUMINUM BARS,APPROXIMATELY I"x I/8"THICK,WITH ANCHORS:MISC.ACCESSORIES: PROVIDE -PR gs� RESTORATION AND MOCK-UP,METAL FABRICATIONS,ARCHITECTURAL WOOD WORK AND CABINETRY,DOORS AND HARDWARE,WINDOW INCLUDE CONSTRUCTION AND APPLICATION DETAILS. POURABLE SEALERS,PREFORMED CORE AND VENT SHEET FLASHINGS,PREFORMED INSIDE AND OUTSIDE CORNER SHEET ITS SYSTEMS,ALL FINISH MATERIALS,ELEVATOR,FIRE PROTECTION,PLUMBING FIXTURES,HVAC SYSTEMS,POWER SYSTEMS,LIGHTING SYSTEMS,AND A.INCLUDE DATA FOR FIRE-RETARDANT TREATMENT FROM CHEMICAL TREATMENT MANUFACTURER AND CERTIFICATION FLASHINGS,T-POINT COVERS,TERMINATION REGLETS,COVER STRIPS,AND OTHER ACCESSORIES. - TEL/DATA SYSTEMS(BY OWNER). BY TREATING PLANT THAT TREATED MATERIALS COMPLY WITH REQUIREMENTS, R-1635 B. ASTM D 5516 AND ASTM D 5664. 7. ROOF INSULATION:POLYISOCYANURATE BOARD INSULATION:ASTM C 1289,TYPE 11,FELT OR GLASS-FIBER MAT FACER ON BOTH MAJOR ,,yg/pz 3. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN A LEVEL OF WORK QUALITY,CRAFTSMANSHIP,AND SURFACES: 'TF OF tp� EXECUTION THAT IS IN KEEPING WITH THE STANDARDS OF REHABILITATION FOR HISTORIC STRUCTURES/BUILDINGS UNDER THE UNITED STATES 3.RESEARCH/EVALUTION REPORTS: FOR THE FOLLOWING,SHOWING COMPLIANCE WITH BUILDING CODE IN EFFECT FOR THIS PROJECT. A. MANUFACTURERS: (INSULATION SHALL BE APPROVED BY ROOFING MANUFACTURER FOR SPECIFIED WARRANTY):ATLASP DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE. NOTIFY THE ARCHITECT OF ANY CONFLICTS THAT MAY ARISE IN THE FIELD DURING A. FIRE-RETARDANT-TREATED WOOD. ROOFING MANUFACTURER FOR SPECIFIED WARRANTY):ATLAS ROOFING CORP.:FIRESTONE BUILDING PRODUCTS THE CONSTRUCTION DURATION OF THIS PROJECT PRIOR TO COMPLETION. COMPANY:GENFLEX ROOFING SYSTEMS:HUNTA PANELS,U.C. 4. DIMENSIONAL LUMBER:CONSTRUCTION OR NO.2 GRADE AND THE FOLLOWING SPECIES. B.THICKNESS:4 INCHES,APPLIED IN TWO LAYERS. A. DOUGLAS FIR-LARCH;WCLIB OR WWPA. C. TAPERED INSULATION:PROVIDE FACTORY APPLIED TAPERED INSULATION OF TYPE IV EXTRUDE-POLYSTYRENE BOARD INSULATION,FABRICATED SO THAT MINIMUM SLOPE IS IR"PER 12 INCHES UNLESS OTHERWISE INDICATED ON DRAWINGS. S. FINISH CARPENTRY:UNLESS OTHERWISE INDICATED,COMPLY WITH AWI'S"ARCHITECTURAL WOODWORK QUALITY STANDARDS"FOR D. INSULATION ACCESSORIES: GENERAL:ROOFING INSULATION ACCESSORIES RECOMMENDED BY INSULATION GRADES OF INTERIOR ARCHITECTURAL WOODWORK,CONSTRUCTION,FINISHES,AND OTHER REQUIREMENTS. MANUFACTURER FOR INTENDED USE AND COMPATIBLE WITH MEMBRANE SYSTEM:COLD FLUID-APPLIED ADHESIVE: CONCRETE MANUFACTURER'S STANDARD COLD-FLUID APPLIED ADHESIVE:MANUFACTURER'S STANDARD COLD FLUID-APPLIED 6. PRODUCTS:INTERIOR STANDING RUNNING TRIM: ADHESIVE. FORMULATED TO ADHERE ROOFING INSULATION TO SUBSTRATE METAL SECUREMENT SYSTEM:PERIMETER 1. THIS SECTION SPECIFIES CAST-IN-PLACE CONCRETE,FORMWORK,AND FINISHES. REFERENCE THE STRUCTURAL DRAWINGS FOR A. QUALITY STANDARD: COMPLY WITH AWI SECTION 300. SECUREMENT FLASHING AND STRAPPING FABRICATED FROM STAINLESS STEEL,A MIN.OF 0.031"THICK. FASTENERS AS REINFORCEMENT,MATERIALS,MIX DESIGNS,AND PROCEDURES. B. GRADE:PREMIUM. RECOMMENDED BY MORTAR-FACED INSULATION MANUFACTURER:PERIMETER NAILER:PRESSURE PRESERVATIVE TREATED A. SUBMIT PRODUCT DATA FOR MATERIAL AND PRODUCT,MIX DESIGNS,TEST REPORTS,FORM MATERIALS,AND MATERIAL C.WOOD SPECIES AND CUT:VERTICAL GRAIN DOUGLAS FIR. WOOD NAILERS,#2 OR BETTER WOOD. CREOSOATE AND ASPHALTIC PRESERVATIVES ARE NOT ACCEPTABLE ON m CERTIFICATES. mg B. QUALITY ASSURANCE:QUALIFICATIONS-AN EXPERIENCED INSTALLER WHO HAS COMPLETED CONCRETE WORK SIMILAR 7. TRANSPARENT FINISH: COMPLY WITH REQUIREMENTS INDICATED BELOW FOR GRADE,FINISH SYSTEM,STRAINING AND SHEEN: 8. ROOF ACCESSORIES: ROOF CURBS AT ROOF HATCH,ROOF HATCHES:ALL FLASHING SHALL COMPLY WITH"SMACNA- G_ 00, IN MATERIAL,DESIGN,AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN A. GRAIN:PREMIUM. ARCHITECTURAL SHEET METAL MANUAL"DETAILS FOR FABRICATION OF UNITS,FLANGES,AND CAP FLASHING TO 0' CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE-MANUFACTURER QUALIFICATIONS-AN B. AWI FINISH SYSTEM TR-6:CATALYZED POLYURETHANE. COORDINATE WITH TYPE OF ROOFING INDICATED. = co M EXPERIENCED FIRM COMPLYING WITH ASTM C 94-TESTING AGENCY QUALIFICATIONS-AN INDEPENDENT TESTING C. STAIN:AS SELECTED BY ARCHITECT. A.STRUCTURAL-QUALITY GALVANIZED STEEL SHEET:ASTM A 466 WITH G90 COATING COMPLYING WITH ASTM A 525, Q AGENCY,ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. GRADE C,OR TO SUIT MANUFACTURER'S STANDARDS. C. SMOOTH-FORMED FINISHED CONCRETE;FORM FACING PANELS THAT PROVIDE CONTINUOUS TRUE,AND SMOOTH 8. INTERIOR ARCHITECTURAL WOODWORK:INCLUDES PLASTIC LAMINATE CABINETS,PLASTIC LAMINATE COUNTERTOPS,ARCHITECTURAL B.COMMERCIAL-QUALITY GALVANIZED STEEL SHEET:ASTM A 526 WITH G90 COATING COMPLYING WITH ASTM 525. CIS JC CONCRETE SURFACES. WOODWORK HARDWARE,AND SHOP FINISHED INTERIOR WOODWORK. C.WOOD NAILERS:SOFTWOOD LUMBER COMPLYING WITH AWPA C2. NLL D. CHAMFER STRIPS:WOOD,METAL,PVC,OR RUBBER STRIPS. D.FASTENERS:SAME METAL AS METALS BEING FASTENED. E. FORM TIES:FACTORY-FABRICATED,REMOVABLE OR SNAP-OFF METAL OR GLASS-FIBER REINFORCED PLASTIC. 9.SUBMITTALS: PRODUCT DATA FOR EACH PRODUCT INDICATED,INCLUDING CABINET HARDWARE AND ACCESSORIES,AND FINISHING E.GASKETS:MANUFACTURER'S STANDARD. co MATERIALS AND PROCESSES. F.BITUMINOUS COATING:SSPC-PAINT 12,SOLVENT-TYPE BITUMINOUS MASTIC. 2. PROVIDE A SELF LEVELING CONCRETE OVER-POUR ON ALL 3 EXISTING ELEVATED SLABS USING A MODIFIED CONCRETE MIX INTENDED TO A. SHOP DRAWINGS:SHOW EACH ITEM,DIMENSIONED PLANS AND ELEVATIONS,LARGE-SCALE DETAILS,ATTACHMENTS G.MASTIC SEALANT:POLYISOBUTYLENE,NON HARDENING,NON SHRINKING,NONDRYING,NON MIGRATING. U ACHIEVE A NEAR FEATHERED EDGE. THE INTENT IS TO PRODUCE A NEW FLATTENED FLOOR SLAB THAT FILLS ALL CRACKS,SPALLING,AND DEVICES,AND OTHER COMPONENTS. H.ELASTOMERIC SEALANT:GENERIC TYPE RECOMMEND BY MANUFACTURER DEPRESSIONS ON THE EXISTING CONCRETE SLABS.THE CONCRETE OVER-POUR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 p.s.i. B. SAMPLES:FULL RANGE OF MANUFACTURER'S COLOR CHARTS/SELECTIONS SHOWING TEXTURES,AND PATTERNS I.ROOFING CEMENT:ASTM D 4586,NON ASBESTOS,FIBRATED ASPHALT CEMENT DESIGNED FOR TROWEL APPLICATION. V..J THE EXISTING SLABS EXHIBIT A MAXIMUM DEPRESSED IN THE MIDDLE OF EACH BAY. THE EXISTING SLAB SHALL BE ROUGHENED WITH A GRINDER AVAILABLE FOR EACH ITEM INDICATED. J.ROOF CURBS:CAPABLE OF SUPPORTING SUPERIMPOSED LIVE AND DEAD LOADS INCLUDING CONSTRUCTION TO BE TO A MINIMUM 1/16"PITCH. PROVIDE A BONDING AGENT COATING ON THE EXISTING SLAB COMPATIBLE WITH THE CONCRETE MIX.THE C.VENEER LEAVES REPRESENTATIVE OF AND SELECTED FROM FLITCHES TO BE USED FOR TRANSPARENT-FINISHED SUPPORTED ON ROOF CURBS. L� FLATNESS SHALL BE SET BY ESTABLISHING THE BASE ELEVATION AT EACH EXISTING COLUMN(i.e.CORNER OF EACH BAY)AND SCREEDING A 1/4" WOODWORK. K.ROOF HATCHES:TYPE:SINGLE-LEAF PERSONNEL ACCESS. f MINIMUM THICKNESS OF CONCRETE INTO EACH BAY. D.WOOD VENEER FACED PANEL PRODUCTS WITH TRANSPARENT FINISH,8"x 10"FOR EACH SPECIES AND CUT. 1. FOR LADDER ACCESS:30"x 36". Q E PRODUCTS: WOOD SPECIES AND CUT FOR TRANSPARENT FINISH:VERTICAL GRAIN DOUGLAS FIR. 2. MATERIAL:ZINC-COATED STEEL SHEETS. 0 3.SLOPING ROOFS:WHERE SLOPE EXCEEDS 1/4"PER FT.,FABRICATE HATCH CURBS Z 10. HARDWARE SCHEDULE CHROMIUM PLATED SATIN BHMA 626(US26D). WITH HEIGHT TAPERED TO MATCH SLOPE TO LEVEL TOPS OF UNITS. Q A.CABINET DOOR HINGES:"BLUM"-170 DEG.OPENING 7 B. DRAWER RUNNERS:"BLUM"-FULL EXTENSION EPDXY COATED 100 LB.CAPACITY SIDE MOUNTED BS 426A. 9.JOINT SEALANTS:PROVIDE JOINT SEALANTS WHERE INDICATED ON THE DRAWINGS FOR ALL MATERIALS LISTED:STEEL WALL PANELS, m rn C. DRAWER AND DOOR PULLS:4"x 5I16"BHMA 626(US26D). FA.ELASTO ND SHEET C JOINT TALA LASS AND GLAZING,FIRESTOPPING,GYPSUM DRYWALL,TILE,AND INTERIOR ARCHITECTURAL WOODWORK. ( ) N MASONRY D. DOOR BUMPERS:3/8"DIA.-1/8"THK.-CLEAR. v I. PROVIDE STANDARD CONCRETE MASONRY UNITS AS INDICATED ON DOCUMENTS AT EXISTING ROUGH OPENINGS WHERE OCCURS/CALLED E. COUNTERTOP MANAGEMENT GROMMETS:PLASTIC 60 mm DIA.,WITH FLUSH TYPE COVER,BLACK. B.LATEX JOINT SEALANTS. o rn OUT. C.JOINT SEALANT BACKING L.[. m-T 11. PLASTIC LAMINATE CABINETS AND COUNTERTOPS: COMPLY WITH AWI SECTION 400 REQUIREMENTS FOR LAMINATE CABINETS AND LnO 2. CLAY MASONRY RESTORATION AND CLEANING:THIS SECTION INCLUDES RESTORATION AND CLEANING OF BRICK,REPOINTING MORTAR COUNTERTOPS. JOINTS,CLEANING EXPOSED CLAY MASONRY SURFACES. A. GRADE:PREMIUM. ; Q N A.LOW-PRESSURE SPRAY: 100 PSI TO 400 PSI. B. AWI TYPE OF CABINET CONSTRUCTION:FLUSH OVERLAY. B. SUBMITTALS:FOR THE PRODUCTS LISTED ABOVE FOR CLEANING AND RESTORATION,INDICATE RECOMMENDATIONS C. LAMINATE CLADDING OF EXPOSED SURFACES:HIGH PRESSURE DECORATIVE LAMINATE COMPLYING WITH THE FOR APPLICATION AND USE. INCLUDE TEST DATA SUBSTANTIATING THAT PRODUCTS COMPLY WITH REQUIREMENTS. FOLLOWING: DOORS AND WINDOWS C. SAMPLES FOR VERIFICATION:BEFORE ERECTING MOCKUP,SUBMIT SAMPLES OF EACH OF THE FOLLOWING: 1.HORIZ.SURFACE OTHER THAN TOPS:HGS I. EACH TYPE OF EXPOSED BRICK MASONRY UNIT TO BE USED FOR REPLACE/CLEANING,PROVIDE STRAPS OR PANELS 2.VERT.SURFACES:HGS 1. STEEL DOORS AND FRAMES:INCLUDES STEEL DOORS,STEEL DOOR FRAMES,FIRE-RATED DOOR AND FRAME ASSEMBLIES. CONTAINING AT LEAST(4)BRICKS. 3.EDGES:HGS A.PRODUCT DATA:FOR EACH TYPE INDICATED,SUBMIT DATA ON DOOR/FRAME TYPE,DOOR DESIGNATION,TYPE,LEVEL 2. EACH TYPE OF SAND USED FOR POINTING MORTAR. FOR BLENDED SANDS,PROVIDE SAMPLES OF EACH COMPONENT 4.EXPOSED TO VIEW OPEN SHELVING UNITS SHALL BE LAMINATE CLAD INCLUDING BOX INTERIOR AND SHELVES. AND MODEL,MATERIAL DESCRIPTION,CORE DESCRIPTION,CONSTRUCTION DETAILS,LABEL COMPLIANCE,SOUND AND AND BLEND. S.EDGE TREATMENT(COUNTERTOPS):SAME AS LAMINATE CLADDING ON HORIZONTAL SURFACES. FIRE RESISTANCE RATINGS,AND FINISHES. 3. IDENTIFY SOURCES,BOTH SUPPLIER AND QUARRY,OF EACH TYPE OF SAND. 12. COLORS,PATTERNS,AND FINISHES:AS INDICATED ON DRAWINGS,SHEETS A8.01/A8.03/A8.04. B.SHOP DRAWINGS:SHOW THE FOLLOWING:ELEVATIONS FOR EACH DOOR,HORIZONTAL AND VERTICAL EDGE DETAILS, 4. EACH TYPE OF POINTING MORTAR IN THE FORM OF SAMPLE MORTAR STRIPS,6"LONG BY 1/2"WIDE,SET IN FRAME DETAILS,DETAILS AND LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE. ALUMINUM OR PLASTIC CHANNELS. C.DOOR SCHEDULE:USE THE SAME REFERENCE DESIGNATIONS INDICATED ON THE DRAWINGS IN PREPARING FOR D. QUALIFICATION DATA:FOR RESTORATION SPECIALIST INCLUDING FIELD SUPERVISOR AND CHEMICAL MANUFACTURER. DOORS AND FRAMES. E. RESTORATION PROGRAM: FOR EACH PHASE OF THE RESTORATION PROCESS,PROVIDE DETAILED DESCRIPTION OF D.COORDINATE AND OR VERIFY ALL DOOR HARDWARE WITH THE OWNER PRIOR TO PREPARATION OF SHOP DRAWING MATERIALS,METHODS,EQUIPMENT,AND SEQUENCE OF OPERATIONS TO BE USED FOR EACH PHASE OF THE SUBMITTAL RESTORATION WORK INCLUDING PROTECTION OF SURROUNDING MATERIALS ON BUILDING AND SITE. E.STEEL DOOR AND FRAME STANDARD:COMPLY WITH ANSI A 250.8. F. IF MATERIALS AND METHODS OTHER THAN THOSE INDICATED ARE PROPOSED FOR ANY PHASE OF THE RESTORATION F.FIRE-RATED DOOR ASSEMBLIES:ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED ADN LABELED BY A TESTING WORK,PROVIDE A WRITTEN DESCRIPTION,INCLUDING EVIDENCE OF SUCCESSFUL USE ON COMPARABLE PROJECTS,AND THERMAL AND MOISTURE PROTECTION INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. A TEST PROGRAM TO DEMONSTRATE THEIR EFFECTIVENESS FOR THIS PROJECT. G.PRODUCTS:MANUFACTURERS:STEEL DOORS AND FRAMES:CECO DOOR PRODUCTS,CURRIES COMPANY,KEWANEE G. CLEANING PROGRAM: DESCRIBE CLEANING PROCESS IN DETAIL,INCLUDING MATERIALS,METHODS,AND EQUIPMENT 1. BITUMINOUS DAMPPROOFING:SUBSTRATE:PROCEED WITH DAMPPROOFING ONLY AFTER SUBSTRATE CONSTRUCTION AND PENETRATING CORPORATION,REPUBLIC BUILDER'S PRODUCTS,STEELCRAFT. TO BE USED AND PROTECTION OF SURROUNDING MATERIALS ON BUILDING AND SITE,AND CONTROL OF RUNOFF WORK HAVE BEEN COMPLETED.ALL WORK TO BE PERFORMED TO MANUFACTURER'S RECOMMENDATIONS AND WARRANTY REQUIREMENTS. H.MATERIALS:HOT-ROLLED STEEL SHEETS:ASTM A 529/A 569M,TYPE B:COLD-ROLLED STEEL SHEETS:ASTM A 366/A366M, DURING OPERATIONS. A.COLD-APPLIED,ASPHALT EMULSION DAMPPROOFING-SPRAY GRADE. COMMERCIAL STEEL(CS):METALLIC-COATED STEEL SHEETS:ASTM A653/A 653M,COMMERCIAL STEEL(CS),TYPE B H. RESTORATION SPECIALIST QUALIFICATIONS: ENGAGE IN EXPERIENCED,PRE APPROVED MASONRY RESTORATION AND 1.DOORS:INTERIOR DOORS COMPLYING WITH REQUIREMENTS INDICATED BY REFERENCING ANSI 250.B FOR LEVEL AND CLEANING FIRM TO PERFORM WORK IN THIS SECTION. FIRM SHALL HAVE COMPLETED WORK SIMILAR IN MATERIAL, 2.WATER REPELLENTS:CONCRETE EXPOSED FOUNDATION WALLS. MODEL AND ANSI A250.4 FOR PHYSICAL-ENDURANCE LEVEL:LEVEL 2 AND PHYSICAL PERFORMANCE LEVEL B(HEAVY DESIGN,AND EXTENT TO THAT INDICATED FOR THIS PROJECT WITH A RECORD OF SUCCESSFUL IN-SERVICE A. MANUFACTURERS: PRODUCTS SUBJECT TO COMPLIANCE WITH REQUIREMENTS. PROPRIETARY BLENDS:WITH NO MORE DUTY),MODEL I(FULL FLUSH)OR 2(SEAMLESS). Q PERFORMANCE. AT GENERAL CONTRACTOR'S OPTION,WORK MAY BE DIVIDED BETWEEN TWO SPECIALIST FIRMS:ONE THAN 3.3 lb./gal.(400g/1)VOCs. PROVIDE ONE OF THE FOLLOWING:CHEM-TRETE PB,HULS AMERICA INC.:ENVIROSEAL J.FRAMES:FRAMES COMPLYING WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. CONCEAL FOR CLEANING WORK AND ONE FOR REPAIR WORK. SILANE 20:HARRIS SPECIALTY CHEMICALS,INC.:WEATHER SEAL 201-GP,ProSoCo,INC.;WHITE ROC 7 PLUS,SONNEBORN. FASTENINGS,UNLESS OTHERWISE INDICATED:FRAMES OF 0.053 in.THICK STEEL SHEET FOR:LEVEL 2 STEEL DOORS,WOOD 1. FIELD SUPERVISION: RESTORATION SPECIALIST FIRM SHALL MAINTAIN EXPERIENCED FULL-TIME SUPERVISORS ON PROJECT DOORS:DOOR SILENCERS:PLASTIC GUARDS:SUPPORTS AND ANCHORS:INSERTS,BOLTS,AND FASENERS. SITE DURING TIMES CLAY MASONRY RESTORATION AND CLEANING ARE IN PROGRESS. SUPERVISORS SHALL NOT BE 3. BUILDING INSULATION:FOUNDATION WALL INSULATION AND CONCEALED BUILDING INSULATION. 2. FLUSH WOOD DOORS:INCLUDES SOLID-CORE DOORS WITH WOOD-VENEER:FACTORY FINISHING FLUSH WOOD DOORS:FACTORY FLUSH CHANGED DURING PROJECT EXCEPT FOR CAUSES BEYOND THE CONTROL OF RESTORATION SPECIALIST FIRM. A.EXTRUDED-POLYSTYRENE BOARD INSULATION:TYPE V,3-lb./cu.fL MIN.DENSITY AT FOUNDATION WALL. WOOD DOORS TO FRAMES AND FACTORY MACHINING FOR HARDWARE K. RESTORATION WORKER QUALIFICATIONS: PERSONS WHO ARE EXPERIENCED IN RESTORATION WORK OF TYPES THEY B. UNFACED MINERAL FIBER BLANKET INSULATION:MINERAL FIBER TYPE,FIBERS MANUFACTURED FROM GLASS AT A.PRODUCT DATA:FOR EACH TYPE OF DOOR,INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR �A WILL BE PERFORMING. CONCEALED BUILDING INSULATIONS. OPENINGS. INCLUDE FACTORY-FINISH SPECIFICATIONS. ■ L. PRE CONSTRICTION TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO TEST THE C.AUXILIARY INSULATING MATERIALS:ADHESIVE FOR BONDING INSULATION:SECURELY BOND TO SUBSTRATE WITHOUT B.SHOP DRAWINGS:INDICATE LOCATION,SIZE,AND HAND OF EACH DOOR,ELEVATION OF EACH KIND OF DOOR, FOLLOWING. PROVIDE TEST SPECIMENS AND ASSEMBLIES AS INDICATED. DAMAGING INSULATION AND SUBSTRATES. CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA,DIMENSIONS AND LOCATIONS OF MORTISE AND HOLES I.REPLACEMENT BRICK:FOR EACH TYPE OF REPLACEMENT BRICK,ACCORDING TO SAMPLING AND TESTING METHODS FOR HARDWARE,DIMENSIONS AND LOCATIONS OF CUTOUTS,REQUIREMENTS FOR VENEER MATCHING,DOORS TO BE IN ASTM C 67 FOR COMPRESSIVE STRENGTH,24-111k.COLD-WATER ABSORPTION,5-HR.BOIL ABSORPTION, 4.WALL PANEL(METAL)SYSTEM:CORRUGATED OR M-PANEL PROFILE METAL PANEL SIDING:APPLIED IN ACCORDANCE TO MANUFACTURER'S FACTORY FINISHED AND FINISH REQUIREMENTS,FIRE RATINGS FOR FIRE DOORS. SATURATION COEFFICIENT,AND INITIAL RATE OF ABSORPTION. RECOMMENDATIONS TO BE IN COMPLIANCE OF ALL WARRANTIES. C.SAMPLES:COLOR CHARTS FOR FULL RANGE OF COLORS AVAILABLE FOR STAINED FINISHES. M.MOCKUPS: PREPARE MOCKUPS OF RESTORATION AND CLEANING AS FOLLOWS TO DEMONSTRATE AESTHETIC EFFECTS A. COLOR:"GALVALUME"METAL 1. B"x 10"SAMPLE. (3)TOTAL AND QUALITIES OF MATERIALS AND EXECUTION. PREPARE MOCKUPS ON EXISTING WALLS UNDER SAME WEATHER B. PROVIDE ALL SECONDARY METAL FRAMING MEMBERS PER MANUFACTURER SPECIFICATIONS. D.SOURCE LIMITATIONS:OBTAIN FLUSH WOOD DOORS THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. Lu CONDITIONS TO BE EXPECTED DURING THE REMAINDER OF THE WORK. C.ALL FLASHINGS PER MANUFACTURER'S SPECIFICATIONS:COLOR:"GALVANIZED". E.QUALITY STANDARD:COMPLY WITH AWI'S"ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED". I. REPAIR AN AREA APPDX.36"HIGH BY 48"WIDE FOR EACH TYPE OF MASONRY MATERIAL INDICATED TO BE REBUILT F.FIRE-RATED WOOD DOORS:COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING OR REPLACED. S. SHEET METAL FLASHING AND TRIM: INCLUDES EXPOSED TRIM AND FACIA COPINGS,METAL FLASHINGS,AND REGLETS. AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.FOR FIRE RATINGS INDICATED,BASED ON TESTING 2. PATCH(3)SMALL AREAS AT LEAST I"IN DIAMETER FOR EACH TYPE OF MASONRY MATERIAL INDICATED TO BE A. INSTALL SHEET METAL FLASHING AND TRIM TO WITHSTAND WIND LOADS,STRUCTURAL MOVEMENT,THERMALLY ACCORDING TO UBC STANDARD 7-2. LL PATCHED. INDUCED MOVEMENT,AND EXPOSURE TO WEATHER WITHOUT FAILING. G.WARRANTY:MANUFACTURER'S STANDARD FORM,SIGNED BY MANUFACTURER,INSTALLER,AND CONTRACTOR,IN O O 3. CLEAN AN AREA 25 SQ.FT.FOR EACH TYPE OF CLAY MASONRY AND SURFACE CONDITION. B. METALS:COIL-COATED GALVANIZED STEEL SHEET:ZINC COATED,COMMERCIAL-QUALITY CONFORMING TO WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE DOORS THAT ARE DEFECTIVE IN MATERIALS OR WORKMAN- ASTM A 755,G 90(ASTM A 755M,Z 275)COATING DESIGNATION. SHIP,HAVE WARPED(BOW,CUP,OR TWIST)MORE THAT 1/4"IN A 42 BY 48 in.SECTION,OR SHOWING TELEGRAPHING / , C. FABRICATION:THICKNESS AND WEIGHT TO COMPLY WITH PERFORMANCE REQUIREMENTS BUT NOT OF CORE CONSTRUCTION IN FACE VENEERS EXCEEDING 0.01 In.IN A 3 in.SPAN. v LESS THAN THAT LISTED. 1.SOLID-CORE INTERIOR DOORS:LIFE OF INSTALLATION. O '^ I. EXPOSED TRIM AND FACIA 0.00276 in. H.MANUFACTURERS:ALGOMA HARDWOODS:EDGERS INDUSTRIES:WEYERHAEUSER COMPANY:VT INDUSTRIES. ® O V J 2. COPINGS: 0.0396 in. 1.DOOR CONSTRUCTION:FOR TRANSPARENT FINISH. W METALS 3. BASE FLASHING:0.0276 In. I.GRADE:PREMIUM,WITH GRADE AA FACES. I. REFERENCE THE STRUCTURAL DRAWINGS FOR GENERAL SPECIFICATIONS ON ALL STRUCTURAL STEEL,FLOOR AND ROOF DECKING,AND 4• COUNTER FLASHING AND DRIP EDGES: 0.0217 in. 2.SPECIES AND CUT:VERTICAL GRAIN DOUGLAS FIR,CLEAR. Z 5. EQUIPMENT SUPPORT FLASHING: 0.0276 in. 3.MATCH BETWEEN VENEER LEAVES:BOOKMATCH. > Q O OTHER MISC.COMPONENTS/REQUIREMENTS. 6. ROOF-PENETRATION FLASHING:0.0276 in. O D.COLOR: "GALVANIZED". 4.ASSEMBLY OF VENEER LEAVES ON DOOR FACES:CENTER BALANCE MATCH. 2. METAL FABRICATIONS:STEEL LADDERS,LOOSE BEARING AND LEVELING PLATES FOR ELEVATOR HOIST MACHINES AND SHEAVES,ELEVATOR E. SEPARATIONS:SEPARATE METAL FROM NON COMPATIBLE METAL OR CORROSIVE SUBSTRATES BY COATING CONCEALED S.PAIR AND SET MATCH:PROVIDE FOR DOORS HUNG IN SAME OPENING OR SEPARATED ONLY BY MULLIONS. z SILLS,CAST ABRASIVE STAIR NOSINGS,METAL PAN SUBTREADS AND CLOSED METAL RISERS,MISC.FRAMING COMPONENTS,STEEL PLATE SURFACES,AT LOCATIONS OF CONTACT,WITH ASPHALT MASTIC OR OTHER PERMANENT SEPARATION AS J.SOLID CORE DOORS:COMPLY WITH THE FOLLOWING: Z FABRICATION OF CUSTOM CEILING FEATURES AND CASEWORK FRAMING COMPONENTS CALLED OUT ON THE DRAWINGS. I.PARTICLEBOARD:ANSI A208.1,GRADE LD-I W RECOMMENDED BY MANUFACTURER. 2.CONSTRUCTION:7 PLIES(PC-7). � N I.BED FLANGES IN WORK IN A THICK COAT OF ROOFING CEMENT WHERE REQUIRED FOR WATERPROOF O J 3. SUBMIT SHOP DRAWINGS FOR EACH OF THE ITEMS SPECIFIED ABOVE WITH PRODUCT DATA. PERFORMANCE. BONDING:STILES AND RAILS BONDED TO CORE,THE ENTIRE UNIT ABRASIVE PLANED BEFORE VENEERING. K.FIRE-RATED DOORS:CONSTRUCTION AND CORE SPECIFIED ABOVE FOR TYPE OF FACE INDICATED OR MANUFACTURER'S F.COUNTER FLASHING: LAP COUNTER FLASHING JOINTS A MIN.OF 2"AND BED WITH SEALANT. STANDARD MINERALlCORE CONSTRUCTION AS NEEDED TO PROVIDE FIRE RATING INDICATED. ,^ Q cc 4.WELDER CERTIFICATES SIGNED BY CONTRACTOR CERTIFYING THAT WELDERS COMPLY WITH REQUIREMENTS,DATA FOR FIRMS AND PERSONS y, LL. TO DEMONSTRATE THEIR CAPABILITIES AND EXPERIENCE FOR QUALITY ASSURANCE.A LIST OF COMPLETED PROJECTS WITH PROJECT NAME, L.LIGHT FRAMES:MANUFACTURER'S STANDARD FRAME FORMED OF 0.0478 in.THICK,COLD ROLLED STEEL SHEET: ^^ 1 1 6. THERMOPLASTIC MEMBRANE ROOFING: INCLUDE THE FOLLOWING: FACTORY PRIMED AND APPROVED FOR USE IN DOORS OF FIRE RATING INDICATED. O t..l.. 7 LU ADDRESSES,NAMES OF ARCHITECTS AND OWNERS,AND OTHER INFORMATION. A. FULLY ADHERED MEMBRANE ROOFING SYSTEM AT CONCRETE DECK. L z B. MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM AT METAL ROOF M.FACTORY FINISHING:COMPLY WITH "ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED" LL 5. QUALITY ASSURANCE:FIRM EXPERIENCE IN PRODUCING METAL FABRICATIONS SIMILAR TO THOSE INDICATED FOR THIS PROJECT WITH A FOR FACTORY FINISHING:FINISH DOORRSS A AT FACTORY: r RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE AND WITH SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS WITHOUT C. ROOFING INSULATION. I.GRADE:PREMIUM. N W DELAY OF WORK. I. QUALITY ASSURANCE: FIRE-TEST-RESPONSE CHARACTERISTICS:PROVIDE MEMBRANE ROOFING MATERIALS WITH 2.FINISH:AWI SYSTEM TR-6 CATALYZED POLYURETHANE. _ r'I� 3.SHEEN:SATIN. `J 111 FIRE-TEST RESPONSE CHARACTERISTICS INDICATED AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER TEST 6. FERROUS METALS:PROVIDE MATERIALS SELECTED FOR THEIR SURFACE FLATNESS,SMOOTHNESS,AND FREEDOM FROM SURFACE BLEMISHES. METHOD BELOW BY UL,FMG,OR OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING A. STEEL PLATES,SHAPES,AND BARS:ASTM A 36(ASTM A 36M) JURISDICTION. MATERIALS SHALL BE IDENTIFIED WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AND 3. STEEL ENTRANCE DOORS:INFORMATION PROVIDED ON THE DOCUMENTS ARE BASED OFF OF THROUGH STEEL WINDOW COMPANY,INC.: B. STEEL TUBING:COLD-FORMED STEEL TUBING:ASTM A 500 OTHER MANUFACTURERS OF SIMILAR TYPE PRODUCT WILL ONLY BE APPROVED APPLY THROUGH WRITTEN SUBSTITUTION REQUEST: INSPECTING AGENCY. PROJ.No.: 01029 HOT-FORMED STEEL TUBING:ASTM ASOI a. EXTERIOR FIRE-TEST EXPOSURE: MINIMUM CLASS B ASSEMBLY;ASTM E 108,FOR APPLICATION AND ROOF SLOPES ALL DOOR HARDWARE INDICATED ON THE DOOR SCHEDULE WILL NEED TO APPLY TO THIS OR OTHER MANUFACTURERS. DATE: 08/02 INDICATED. 4.STEEL FRAME WINDOWS:INFORMATION PROVIDED ON THE DOCUMENTS ARE BASED OFF OF TORRANCE STEEL WINDOW COMPANY,INC.: 7. PAINT:SHOP PRIMED FOR FERROUS METAL-ALL STRUCTURALIDECORATIVE PROFILES:TUBE STEEL COLUMNS,STEEL ANGLES,STEEL CHANNELS, b. FIRE-RESISTANCE RATINGS:ASTM E 119.FOR FIRE RESISTANCE-RATED ROOF ASSEMBLIES OF WHICH ROOFING OTHER MANUFACTURERS OF SIMILAR TYPE PRODUCT WILL ONLY BE APPROVED BY ARCHITECT THROUGH WRITTEN SUBSTITUTION REQUEST: DRAWN BY: L.W. STEEL RODS,CLEVIS,STEEL PLATE ASSEMBLIES AT EXTERIOR APPLICATIONS. ROOFING SYSTEM IS A PART. ALL GLAZING/RATINGS REQUIREMENTS SHALL COMPLY WITH UBC SECTION 2406:ALL OPERATIONAL COMPONENT OPTIONS SHALL BE SUBMITTED CHECKED BY: S.J.S. 2.WARRANTY: GENERAL WARRANTY.SUBMIT AN EXECUTED STATE OF IDAHO GUARANTY FORM FOR SINGLE PLY TO ARCHITECT FOR APPROVAL ON OPERABLE FRAME TYPES INDICATED ON THE DOCUMENTS:FINISHES:POWER COAT OR FACTORY FINISH: FILE: 01029A00I 8. FASTENERS:REFERENCE THE STRUCTURAL DRAWINGS. ROOFING INCLUDED AT THE END OF THIS SECTION. TERMS OF WARRANTY SHALL MEET OR EXCEED STATE COLOR TO SELECTED BY ARCHITECT THROUGH SUBMITTAL PROCESS FROM MANUFACTURER'S FULL RANGE OF COLOR SELECTIONS. RECOMPLY. REVISION: 9. GRIND SMOOTH MISC.STEEL PLATE ASSEMBLIES @ INTERIOR AS SHOWN IN THE DOCUMENTS FROM BLACK FINISH SECTIONS. a.WARRANTY PERIOD:15 YEARS FROM DATE OF COMPLETION. 5.ALUMINUM CLAD WOOD WINDOWS:INFORMATION PROVIDED ON THE DOCUMENTS ARE BASED OFF OF KOLBE&KOLBE MILLWORK CO.: 3. SPECIAL PRODUCT WARRANTY: SUBMIT AN EXECUTED STATE OF IDAHO ROOFING WARRANTY,A COPY OF WHICH IS OTHER MANUFACTURERS OF SIMILAR TYPE PRODUCT WILL ONLY BE APPROVED BY ARCHITECT THROUGH WRITTEN SUBSTITUTION REQUEST. 10.STEEL LADDERS:FABRICATE LADDERS FOR THE LOCATIONS SHOWN,WITH DIMENSIONS,SPACINGS,DETAILS,AND ANCHORAGES AS INCLUDED AT THE END OF THIS SECTION. ALL GLAZING/RATINGS REQUIREMENTS SHALL COMPLY WITH UBC SECTION 2406:ALL OPERABLE COMPONENT OPTIONS SHALL BE SUBMITTED TO INDICATED AND AS DETAILED ON THE DRAWINGS. a. WARRANTY PERIOD:TWO YEARS FROM DATE OF COMPLETION. ARCHITECT FOR APPROVAL ON OPERABLE FRAME TYPES INDICATED ON THE DOCUMENTS:FINISHES:KYNAR FINISH ON ALUMINUM EXTERIOR A. SIDE RAILS:CONTINUOUS STEEL,1/2"x 1/2"FLAT BARS SPACED IS"O.C.. 4.THERMOPLASTIC POLYOLEFIN ROOFING MEMBRANE. CLADDING:COLOR TO BE SELECTED BY ARCHITECT THROUGH SUBMITTAL PROCESS FROM MANUFACTURER'S FULL RANGE OF COLOR B. BAR RUNGS:3/4"DIA.STEEL BARS SPACED 12"O.C. a. FABRIC REINFORCED THERMOPLASTIC POLYOLEFIN SHEET:UNIFORM,FLEXIBLE SHEET FORMED FROM A SELECTIONS:INTERIOR FINISH TO BE TRANSPARENT FACTORY FINNISH UPON APPROVAL BY ARCHITECT. THERMOPLASTIC POLYOLEFIN,INTERNALLY OR SCRIM REINFORCED,AND AS FOLLOWS: ---- 1 1.STEEL GUARDRAILS/HANDRAILS: PROVIDE STEEL SECTIONS AS INDICATED ON DRAWINGS FOR HANDRAII/GUARDRAIL SYSTEMS. 1. MANUFACTURERS: CARLISLE SYNTECH,INC.,FIRESTONE BONDING PRODUCTS COMPANY,STEVENS ROOFING SHEET NO.: 12. PROVIDE WIRE ROPE AND CONNECTORS PER MANUFACTURER LISTED BELOW: SYSTEMS, ls ROOFING SYSTEMS. 2.THICKNESSS::45 mils(I.I mm),NOMINAL. A. DECOR CABLE INNOVATIONS. 3. EXPOSURE FACE COLOR:WHITE ®.®� B.APPROVED EQUAL MANUFACTURER. 0 0 � GENERAL NOTES _ ABBREVIATIONS SYMBOLS 00 AD ADIUSTABLE SECTION NO. AR ABOVE FINISH FLOOR PARTIAL BUILDING SECTION o0�0 DOORS AND WINDOWS (CONTINUED) a. .SUBMIITTFLS:PRODE:vcr: SHEET NO. A.SUBMITTALS:PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED:VERIFICATION SAMPLES:MAINTENANCE DATA. BLKG BLOCKING 6.DOOR HARDWARE:COORDINATE ALL DOOR HARDWARE WITH THE OWNER PRIOR TO SUBMITTAL.REQUIREMENTS FOR DESIGN,GRADE, B.EXTRA MATERIALS;FURNISH TO OWNER I BOX FOR EVERY 50 BOXES OR FRACTION THEREOF,OF EACH TYPE,AND ELEVATION LETTER FUNCTION,FINISH,SIZE,AND OTHER DISTINCTIVE QUALITIES OF EACH TYPE OF FINISH HARDWARE ARE INDICATED ON THE DOOR SCHEDULE PATTERN OF TILE INSTALLED. CAB CABINET ELEVATION REFERENCE SHEET AB.01. PRODUCTS ARE IDENTIFIED BY TAG SYMBOLS LOCATED IN THE REMARKS CATEGORY. C.PRODUCTS:REFERENCE SHEET A8.01 FOR MANUFACTURER,TYPE,AND COLOR. - CARP CARPET SHEET NO. A SUBMITTALS:INCLUDE PRODUCT DATA INCLUDING MANUFACTURER'S TECHNICAL PRODUCT DATA FOR EACH ITEM OF D.EXECUTION:PREPARATION:CONCRETE SUBSTRATES:PREPARE IN ACCORDANCE TO ASTM F 170. CJ CONTROL IOINT DOOR HARDWARE,INSTALLATION,MAINTENANCE OF OPERATING PARTS AND FINISH,AND OTHER INFORMATION E.TILE INSTALLATION:LAY OUT TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPLE WALLS,DISCOUNTING C CENTERLI E DETAIL NO. NECESSARY TO SHOW COMPLIANCE WITH REQUIREMENTS. . MINOR OFFSETS,SO TILES AT OPPOSITE EDGES OF ROOM ARE EQUAL WIDTH. CLG CEILING DETAIL REFERENCE T "yam B.FINAL HARDWARE SCHEDULE:INCLUDE:TYPE,STYLE,FUNCTION,SIZE,AND FINISH OF EACH HARDWARE ITEM:NAME 1.LAY TILE SQUARES WITH ROOM AXIS IN PATTERN INDICATED ON DRAWINGS. CMU CONCRETE MASONRY SHEET NO. AND MANUFACTURER OF EACH ITEM:FASTENINGS AND OTHER PERTINENT INFORMATION:LOCATION OF EACH UNITS CO CLEAN OUT - ROOM NAME Z.�2 `1635 HARDWARE SET CROSS REFERENCE TO INDICATIONS ON DRAWINGS BOTH ON FLOOR PLANS AND IN DOOR AND S.RESILIENT WALL BASE AND ACCESSORIES:WALL BASE:MOLDING ACCESSORIES.G,L m�p��O FRAMING SCHEDULE:EXPLANATION OF ALL ABBREVIATIONS,SYMBOLS,AND CODES CONTAINED IN SCHEDULE A.SUBMITTALS:PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED. COL COLUMN 9 F ®P MOUNTING LOCATIONS FOR HARDWARE:DOOR AND FRAME SIZES AND MATERIALS:KEYING INFORMATION. B.REFERENCE SHEET A8.01 FOR MANUFACTURER,TYPE AND NUMBER,COLOR. CONC CONCRETE ROOM REFERENCE J C.SUBMITTAL SEQUENCE:SUBMIT FINAL SCHEDULE AT EARLIEST POSSIBLE DATE NOT TO PROLONG CONSTRUCTION C.INSTALLATION MATERIALS:ADHESIVES:WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER CSK COUNTERSINK ROOM NO SCHEDULE. TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS. CT CERAMIC TILE WALL TYPE NO. D.PROVIDE TEMPLATES FOR DOORS,FRAMES,AND OTHER WORK SPECIFIED TO BE FACTORY PREPARED FOR THE WALL TYPE REFERENCE INSTALLATION OF DOOR HARDWARE. 6.CARPET:REFERENCE SHEET A8.01 FOR CARPET MANUFACTURER,TYPE,COLOR. DF DRINKING FOUNTAIN E.MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE BY ONE OF THE FOLLOWING: A.EXTRA MATERIALS:CARPET:FULL WIDTH ROLLS EQUAL TO 5 PERCENT OF AMOUNTS FOR EACH TYPE USED,BUT NOT DIA DIAMETER 1.HINGES:HAGER HINGE CO.:MARKAR:McKINNEY PRODUCTS CO.:STANLEY HARDWARE. LESS THAN 10 SQ.YD. DN DOWN DOOR NO �> DOOR REFERENCE 2.LOCKS,LATCHES,AND CYLINDERS:BEST:SCHLAGE:CORBIN RUSSWIN. 3.FLUSH BOLTS:GLYNN-JOHNSON CORP.:ROCKWOOD:TRIMCO/BBW/QUALITY. 7. PAINTING:INCLUDES SURFACE PREPARATION,PAINTING,AND FINISHING OF EXPOSED AND INTERIOR AND EXTERIOR ITEMS AND SURFACES: EA EACH 4.EXIT/PANIC HARDWARE:VON DUPRIN. PAINT EXPOSED SURFACES WHETHER OR NOT PAINT SYSTEMS AND COLORS ARE DESIGNATED IN SCHEDULES AND NOTED ON THE DRAWINGS, EI EXPANSION JOINT GRID LINE 5.OVERHEAD CLOSURES AND LIMITED ENERGY OPERATORS:LCN:NORTON:SARGENT. EXCEPT WHERE A SURFACE OR MATERIAL IS SPECIFICALLY INDICATED NOT TO BE PAINTED,OR IS TO REMAIN NATURAL. P EPDXY PAINT 6.DOOR TRIM UNITS:BBW/TRIMCO/QUALITY:GLYNN-JOHNSON CORP.:HAGER HINGE CO.:H.B.IVES:ROCKWOOD. A.PAINTING IS NOT REQUIRED ON PRE FINISHED ITEMS,FINISHED METAL SURFACES,CONCEALED SURFACES,OPERATING E EXISTING GRID NO. Q C OO 7.KICK,MOP,AND ARMOR PLATES:BBW/TRIMCO/QUALITY:GLYNN-JOHNSON CORP.:HAGER HINGE CO:H.B.IVES: PARTS,AND LABELS: OR LETTER Na) ROCKWOOD. B.SUBMITTALS:SAMPLES F00.VERIFICATION,(2)12"x 12"HARDBOARD SAMPLE:ON ACTUAL GYPSUM BOARD SURFACES, FD FLOOR DRAIN mg 0�,.,1 8.WALL AND FLOOR STOPS:BBW/TRIMCO/QUALITY:GLYNN JOHNSON CORP.:HAGER HINGE CO.:H.B.IVES: 100 S.F.,AS DIRECTED WITH REQUIRED SHEEN,COLOR AND TEXTURE WITH SIMULATED LIGHTING CONDITIONS:FINAL FE FIRE EXTINGUISHER CL " FF FACTORY FINISH uj m ROCKWOOD. ACCEPTANCE OF COLORS WILL BE FROM SAMPLES APPLIED ON THE JOB. WINDOW REFERENCE FIN FINISH WINDOW NO 9. STOPS:GLYNN-JOHNSON CORP.:RIXSON C.MANUFACTURERS:REFERENCE SHEET A8.01 FOR PAINT MANUFACTURER,COLOR,NUMBER. FLR FLOOR =co 10.DOOR GASKETING AND SEALS:HAGER HINGE CO.:NATIONAL GUARD:PEMKO MANUFACTURING CO.,INC.: D.PAINT SYSTEM SCHEDULE:NOMENCLATURE(PS X)REFERS TO THE NOTATIONS FOUND IN THE DRAWINGS AND THIS FOF FACE OF FINISH 0 REESE ENTERPRISES,INC.:ZERO INTERNATIONAL,INC. SCHEDULE:PS=PAINT SYSTEM,X=NUMBER. FOS FACE OF STUDS METAL RELITE NO,�� BORROWED LITES 7�j (f) x 1 I.THRESHOLDS:HAGER HINGE CO.:NATIONAL GUARD:PEMKO MANUFACTURING CO.,INC.:REESE ENTERPRISES,INC.: 1.PS-1:GYPSUM DRYWALL SYSTEMS:PRIMER COAT,02-735-PP LATEX ENAMEL UNDERCOATER:TWO FINISH COATS, FV FIELD VERIFY w Q ZERO INTERNATIONAL INC. 01-265-WB,ACRY SHIELD,EGGSHELL NLL F.REFERENCE DOOR SCHEDULE SPECIFICATIONS SHEET A 8.01 FOR HARDWARE FINISHES AND STYLES. 2.PS-1:GYPSUM DRYWALL CEILING:PRIMER COAT,02-735-PP LATEX ENAMEL UNDERCOATER:TWO FINISH COATS, GA GAUGE PLAN OR ENLARGED PLAN m 02-250-WB ACRY PLUS,FLAT. GALV GALVANIZED OR DETAIL 7. GLAZING:INCLUDES GLAZING FOR THE FOLLOWING PRODUCTS:STEEL FRAMED EXTERIOR WINDOWS AND DOORS:ALUMINUM CLAD WOOD 3.PS-2:WATER-RESISTANT GYPSUM BOARD:PRIMER COAT,02-735•PP LATEX ENAMEL UNDERCOATER:TWO FINISH GWB GYPSUM WALL BOARD WINDOWS,WOOD DOORS AND RELITES,AND WOOD WINDOWS. COATS,01-265-WB,ACRY SHIELD,EGGSHELL GYP.BD, GYPSUM BOARD SHEET N7:::! u A.PRODUCTS:FLOAT GLASS-ASTM C 1036,TYPE I,QUALITY q3:HEAT TREATED FLOAT GLASS-UNCOATED,CLEAR, 4.PS-3:FERROUS METALS:PRIMER COAT,04-022-PP ZINC PHOSPHATE METAL PRIMER:FIRST AND SECOND FINISH ASTM C 1048,CONDITION A,TYPE I,QUALITY q3-FULLY TEMPERED:WIRED GLASS-ASTM C 1036,TYPE 11,CLASS I, COATS,01-265-WB,ACRY SHIELD,EGGSHELL. HM HOLLOW METAL :2REFERENCE NOTE NO. LL.J QUALITY q8,6 mm THICK,POLISHED:INSULATING GLASS PRODUCTS-SEALED INSULATING GLASS UNITS- S.PS-4:EXISTING AND NEW PLASTER:PRIMER COAT,02-735-PP LATEX ENAMEL UNDRECOATER:TWO FINISH COATS, REFERENCE NOTE PRE ASSEMBLED UNITS CONSISTING OF ORGANICALLY SEALED LITES OF GLASS SEPARATED BY DEHYDRATED AIR SPACES 01-265-WB,ACRY SHIELD,EGGSHELL. JAN JANITOR COMPLYING WITH ASTM E 744 AND WITH OTHER REQUIREMENTS INDICATED. 6.PS-5:HOLLOW METAL DOOR LITES,FRAMES,DOORS:PRIMER COAT,BY SUPPLIERIMANUFACTURER. D- 0 B.ALL GLAZING UNITS TO COMPLY WITH UBC SECTION 2406. APPLY AN ADDITIONAL PRIMER COAT IF PRIME COATS BY SUPPLIERS ARE NOT COMPATIBLE WITH SPECIFIED ACCESSORY LETTER C.TINT:CLEAR. FINISH COATS:FIRST AND SECOND COATS,01-262-WB,ARCY SHIELD,SEMI-GLOSS:APPLY ADDITIONAL FINISH LAM LAMINATE ACCESSORY REFERENCE COATS AS REQUIRED TO PROVIDE A CLEAR,EVEN FINISH FREE OF CLOUDINESS,BRUSH MARKS,SAGS,RUNS,ETC.. Z 7.PS-6:EXTERIOR WOOD T&G PLANKING,ROUGH SAWN TRIM,ROUGH SAWN JOISTS,TRIM: THREE COATS MECH MECHANICAL OF MESSMERS TIMBER FLEX II. INTERIOR SOLID STOCK WOOD TRIM AND WOOD VENEER:AWI SYSTEM TR-6 MFR MANUFACTURER 2: u-)Q CATALIZEDPOLYURETHANE-SATIN. MISC MISCELLANEOUS mcn 8.PS-7:EXTERIOR STRUCTURAL GLU-LAMINATED MEMBERS:MARINE VARNISH WITH UV PROTECTANT. GRAPHICS U Z)Lo (ALL PRIMERS AND PAINTS ARE BASED OFF OF COLUMBIA PRODUCT NUMBERS) NIC NOT IN CONTRACT U I; NTS NOT TO SCALE A' m LL m M OC ON CENTER a a CONCRETE OFF OFFICE - GYPSUM BOARD OFCI OWNER FURNISHED/ Q c� CONTRACTOR INSTALLED BATT/SOUND OFOI OWNER FURNISHED/ INSULATION OWNER INSTALLED ACOUSTIC CEILING OPNG OPENING TILE SPECIALTIES PLAST PLASTIC PLYWOOD I. VISUAL DISPLAY BOARD: INCLUDES PORCELAIN ENAMEL MARKER BOARD AND PULL DOWN PROJECTION SCREEN. PLYWD PLYWOOD FINISHES A.PORCELAIN ENAMEL MARKER BOARD:BALANCED HIGH-PRESSURE-LAMINATED,PORCELAIN ENAMEL MARKER BOARD PAIR RR THERMAL RESISTANCE WOOD 1.GYPSUM BOARD ASSEMBLIES:INCLUDES GYPSUM BOARD TERMINOLOGY:REFER TO ASTM C I I FOR DEFINITIONS OF TERMS FOR GYPSUM BOARD OF 3-PLY CONSTRUCTION CONSISTING OF FACE SHEET,CORE MATERIAL AND BACKING:48"HIGH x 96"WIDE. RCP REFLECTED CEILING PLAN ASSEMBLIES NO DEFINED IN THIS SECTION. B.ACCESSORIES:METAL TRIM AND TRAY:EXTRUDED ALUMINUM. RE: REFERENCE WOOD FRAMING A.SUBMITTALS:PRODUCT DATA FOR EACH TYPE OF PRODUCT LISTED. C.PULL DOWN PROJECTION SCREENS:COORDINATE SIZE AND TYPE WITH OWNER. RM ROOM B.SAMPLES:FINISHES:MOCKUPS:BEFORE FINISHING GYPSUM BOARD ASSEMBLIES,INSTALL MOCKUP OF AT LEAST 100 S.F.IN D.BOTH UNITS WILL BE INSTALLED IN A CONCEALED WOOD WALL PANEL CABINET: COORDINATE WITH WOOD WALL SURFACE AREA TO DEMONSTRATE AESTHETIC EFFECTS AND QUALITIES OF MATERIALS AND EXECUTION. PANEL SUPPUER/MANUFACTURER/INSTALLER. SCW SOLID CORE WOOD WOOD BLOCKING I.WALL SURFACES INDICATED TO RECEIVE LIGHT SAND TEXTURE WALL FINISH. SGWB SUSPENDED GYPSUM C.ENVIRONMENTAL LIMITATIONS:COMPLY WITH ASTM C 840. 2.TOILET COMPARTMENTS:INCLUDES COMPARTMENT TYPE,STEEL,COLOR-COATED FINISH:COMPARTMENT STYLE,OVERHEAD BRACED AND WALL BOARD r D.PRODUCTS:MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS. FLOOR ANCHORED. SHT SHEET METAL STUD 7 I.STEEL STUD FRAMING:SCAFCO CORP.;CLARK STEEL FRAMING SYSTEMS:NATIONAL GYPSUM COMPANY:WESTERN A.PRODUCT DATA:FOR EACH TYPE OF STYLE OF TOILET COMPARTMENT AND SCREEN SPECIFIED. SHTG SHEATHING O METAL LATH&STEEL FRAMING SYSTEMS:DIETRICH INDUSTRIES,INC.. B.SHOP DRAWINGS:FOR FABRICATION AND INSTALLATION OF TOILET COMPARTMENT AND SCREEN WALLS:PLANS, PARTICLE BOARD 2.GYPSUM BOARD AND RELATED PRODUCTS:AMERICAN GYPSUM CO:G-P GYPSUM CORP.:NATIONAL GYPSUM ELEVATIONS,SECTIONS,DETAILS AND ATTACHMENT TO OTHER WORK. TYP TYPICAL U COMPANY:UNITED STATES GYPSUM CO. C.SAMPLES:FOR VERIFICATION. E.STEEL SUSPENDED CEILING AND SOFFIT FRAMING:COMPLY WITH ASTM C 754.TIE WIRE-ASTM A 641/A 641 M,CLASS I D.MATERIALS:STEEL SHEETS FOR COLOR-COATED FINNISH:ELECTROLYTIC ALLY ZINC-COATED STEEL SHEET.COMPLY WITH LION UNLESS OTHERWISE NOTED z ZINC COATING,SOFT TEMPER,0.0625 in.DIAMETER WIRE,OR DOUBLE STRAND OF 0.0475 in.DIAMETER WIRE:ANCHORS- ASTM A 591,CLASS C:CORE MATERIAL FOR METAL-FACED UNITS:MANUFACTURER'S SOUND-DEADENING HONEYCOMB TYPE-CAST IN PLACE ANCHOR:WIRE HANGERS-ASTM A 641/A 641M,CLASS I ZINC COATING,0.162 in.DIAMETER:GRID RESIN-IMPREGNATED KRAFT PAPER IN THICKNESS REQUIRED TO PROVIDE FINISHED THICKNESS OF I"MINIMUM FOR VCT VINYL COMPOSITION SUSPENDED SYSTEM FOR INTERIOR CEILINGS-ASTM C645 DIRECT HUNG GRID SUSPENSION SYSTEM COMPOSED OF MAIN DOORS,PANELS,AND SCREENS AND 1 1/4"MINIMUM FOR PILASTERS. TILE Q BEAMS AND CROSS CHANNEL MEMBERS THAT INTERLOCK TO FORM A MODULAR SUPPORTING NETWORK. E COLOR:ONE COLOR AND PATTERN IN EACH ROOM AS SELECTED BY ARCHITECT FROM MANUFACTURER'S rY' F.STEEL PARTITION AND SOFFIT FRAMING:STEEL STUDS AND RUNNERS-ASTM 645:MINIMUM BAE METAL THICKNESS- FULL RANGE OF COLORS AND PATTERNS. L.L 0.0179 in.:SEE STRUCTURAL DRAWINGS FOR GAUGE OF STEEL STUDS AT EXTERIOR WALLS:DEPTH-3-I/2"in.UNLESS F.HARDWARE AND ACCESSORIES:MATERIAL CHROME-PLATED NONFERROUS,CAST ZINC ALLOY OR CLEAR ANODIZED W/ WITH WC WATER CLOSET O INDICATED ON THE DRAWINGS:DEEP-LEG DEFLECTION TRACK-ASTM C 6454 TOP RUNNER WITH 2"DEEP FLANGES: ALUMINUM. STEEL STUD FRAMING FOR SOFFITS WHERE INDICATED-FLANGES BENT BACK 90 DEG.AND DOUBLED OVER TO FORM VVR WITH OUT 3.TOILET AND BATH ACCESSORIES:INCLUDES TOILET AND BATH ACCESSORIES,UNDER LAVATORY GUARDS. WGB WATER RESISTANT 3/6"MIN.LIP(RETURN),MINIMUM THICKNESS OF SAS(UNCOATED)METAL AND MINIMUM DEPTH AS FOLLOWS- GYPSUM BOARD m THICKNESS,0.0179 in.-DEPTH,3 1/2 in.-SPACING,16"O.C.:STEEL'T CHANNELS AT THE TOP OF DRYWALL PARTITIONS, A.PRODUCT DATA:INCLUDE CONSTRUCTION DETAILS,MATERIAL DESCRIPTIONS AND THICKNESS',DIMENSIONS, _ WHERE INDICATED ON THE DRAWINGS. PROFILES,FASTENING AND MOUNTING METHODS,SPECIFIED OPTIONS,AND FINISHES FOR EACH TYPE OF G.INTERIOR GYPSUM WALLBOARD:ASTM C 36-TYPE'X'-THICKNESS 5/8":SAG-RESISTANT GYPSUM WALLBOARD: ACCESSORY SPECIFIED. ASTM C 36-5/8"THICKNESS,TAPERED EDGES,LOCATION ON CEILING SURFACES B.MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE ACCESSORIES BY ONE OF THE H.TILE BACKING PANELS:WATER-RESISTIVE GYPSUM BACKING BOARD:ASTM C 630/C 630M,5/8"THICK,TYPE W. FOLLOWING: I.TRIM ACCESSORIES:INTERIOR TRIM:ASTM C 1047:MATERIAL-GALVANIZED OR ALUMINUM COATED STEEL SHEET OR 1.TOILET AND BATH ACCESSORIES:A&J WASHROOM ACCESSORIES,INC.:AMERICAN SPECIALTIES,INC.:BOBRICK _ ROLLED ZINC:SHAPES:CORNER BEAD,LC-BEAD,L-BEAD,U-BEAD. WASHROOM EQUIPMENT,INC.:BRADLEY CORPORATION:GENERAL ACCESSORY MANUFACTURING CO.: INDEX O F D RAW I N GS J.JOINT TREATMENT MATERIALS:ASTM C 475:JOINT TAPE:INTERIOR GYPSUM WALLBOARD-PAPER:TILE BACKING PANELS- MCKINNEY/PARKER WASHROOM ACCESSORIES CORP. E u AS RECOMMENDED BY PANEL MANUFACTURER:JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD-USE 2.UNDER LAVATORY GUARDS:BROCAR PRODUCTS,INC.:TRUEBRO,INC.. T FORMULATION THAT IS COMPATIBLE WITH OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS: 3.COAT HOOK STRIP:EMCO SPECIALTY PRODUCTS,INC. y PRE FILLING-AT OPEN JOINTS AND DAMAGED SURFACE AREAS,USE SETTING-TYPE COMPOUND:EMBEDDING AND FIRST ARCHITECTURAL FIRE PROTECTION ~ Ir COAT-FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS,FASTENERS,AND TRIM FLANGES-USE DRYING TYPE, LL ALL PURPOSE COMPOUND:FILL COAT-FOR SECOND COAT,USE ALL PURPOSE COMPOUND:FINISH COAT-FOR THIRD A0.00 COVER SHEET DESIGN BUILD BY CONTRACTOR O O Q COAT-USE ALL PURPOSE COMPOUND:SKIM COAT-FOR FINAL COAT OF LEVEL 5 FINISH(SMOOTH WALL FINISH),USE ALL PURPOSE COMPOUND:JOINT COMPOUND FOR TILE BACKING PANELS-FOR WATER-RESISTANT GYPSUM BACKING BOARD, A0.01 GENERAL NOTES USE SETTING TYPE TAPING AND SETTING-TYPE,SANDABLE TOPPING COMPOUNDS. A0.02 GENERAL NOTES-DRAWING INFORMATION Z V I K.ACOUSTICAL SEALANT:USE FOR EXPOSED AND CONCEALED JOINTS:PAINTABLE,NON SAG,NON STAINING,LATEX A0.03 BUILDING INFORMATION O SEALANT COMPLYING WITH ASTM C 384. 1 L AUXILIARY MATERIALS.STEEL DRILL SCREWS-ASTM C 1002:SOUND ATTENUATION BLANKETS-ASTM C 665,TYPE I: A 1.01 PARTIAL SITE PLAN AND DETAILS PLUMBING F Q O 1 THERMAL INSULATION-AS DESCRIBED IN THERMAL AND MOISTURE PROTECTION:POLYETHYLENE VAPOR RETARDER- CONVEYING SYSTEMS DESIGN BUILD BY CONTRACTOR Q Z T F- ASTM D 4397-4 MILS.:VAPOR RETARDER TAPE-PRESSURE SENSITIVE TAPE RECOMMENDED BY VAPOR RETARDER y MANUFACTURER. I. HYDRAULIC ELEVATORS:INCLUDES HYDRAULIC PASSENGER ELEVATORS: A2.00 DEMOLITION FLOOR PLANS A.PRODUCT DATA:INCLUDE CAPACITIES,SIZES,PERFORMANCES,OPERATIONS,SAFETY FEATURES, A2.01 FLOOR PLANS-ENLARGED RE PLANS-INTERIOR ELEVATIONS O Q 0 O 2.GYPSUM SHEATHING:ATTACHED TO STEEL STUD/WOOD STUD FRAMING MEMBERS AT EXTERIOR WALLS. FINISHES,AND SIMILAR INFORMATION. A2.02 FLOOR PLANS-INTERIOR ELEVATIONSATIONS MECHANICAL Z Z A.OBTAIN EACH GYPSUM SHEATHING PRODUCT FROM ONE SOURCE FROM A SINGLE MANUFACTURER. B.SHOP DRAWINGS:SHOW PLANS,ELEVATIONS,SECTIONS,AND LARGE-SCALE DETAILS INDICATING B.FIRE-RESISTANC-RATED ASSEMBLIES:WHERE GYPSUM SHEATHING BOARDS ARE PART OF FIRE-RESISTANCE-RATED SERVICE AT EACH LANDING,MACHINE ROOM LAYOUT,COORDINATION WITH BUILDING STRUCTURE, A2.04 DEMOLITION ROOF PLAN-ROOF PLAN-DETAILS W Z ASSEMBLIES,PROVIDE THE FOLLOWS:ASSEMBLIES COMPLYING WITH GA FILE NUMBERS IN GA-600,"FIRE RESISTANCE RELATIONSHIPS WITH OTHER CONSTRUCTION,AND LOCATIONS OF EQUIPMENT AND SIGNALS. INDICATE DESIGN BUILD BY CONTRACTOR(RE:A7.01 AND A7.02). 13� _N"J < DESIGN MANUAL",OR BY DESIGNATIONS IN UUS"FIRE RESISTANCE DIRECTORY:RATINGS DETERMINED IN ACCORDANCE VARIATIONS FROM SPECIFIED REQUIREMENTS,MAXIMUM DYNAMIC AND STATIC LOADS IMPOSED ON BUILDING _J TO ASTM E 119. A3.00 DEMOLITION EXTERIOR ELEVATIONS STRUCTURE AT POINTS OF SUPPORT,AND MAXIMUM AND AVERAGE POWER DEMANDS. _ C.GYPSUM SHEATHING BOARD:TYPE'X',5/8"THICK:SQUARE EDGE AND END CONFIGURATIONS:SIZE 48"x 96". C.SAMPLES:FOR EXPOSED FINISHES OF CARS,HOISTWAY DOORS AND FRAMES,AND SIGNAL EQUIPMENT. A3.01 EXTERIOR ELEVATIONS rr LL W D.ACCESSORY MATERIALS:AIR-INFILTRATION BARRIER-ASPHALT-SATURATED ORGANIC FELT,No.15 ASPHALT FELT, ASTM D 226,TYPE I:FASTENERS:STEEL DRILL SCREWS COMPLYING WITH ASTM C 1002 TO ATTACH SHEATHING TO STEEL D.MANUFACTURER CERTIFICATES:SIGNED BY ELEVATOR MANUFACTURER CERTIFYING THAT HOI PIT,AND A3.02 WINDOW TYPES-DETAILS MACHINE ROOM LAYOUT AND DIMENSIONS,AS SHOWN ON DRAWINGS,AND ELECTRICAL SERVICEVICE,,INCLUDING A3.03 WINDOW DETAILS ELECTRICAL O z 7 FRAMING LESS THAT 0.0329 in.THICK:STEEL DRILL SCREWS COMPLYING WITH ASTM C 954 TO ATTACH SHEATHING TO EMERGENCY GENERATOR CONNECTION,AS SHOWN AND SPECIFIED,ARE ADEQUATE FOR ELEVATOR Z STEEL FRAMING FROM 0.033 TO 0.1 12 in.THICK:ELASTOMERIC SEALANT,MEDIUM-MODULUS,NEUTRAL-CURING SILICONE SYSTEM BEING PROVIDED. AS.0I WALL TYPE SCHEDULE-EXTERIOR DETAILS DESIGN BUILD BY CONTRACTOR. I- SEALANT COMPATIBLE WITH JOINT SUBSTRATES FORMED BY GYPSUM SHEATHING AND OTHER MATERIALS. E.MAINTENANCE MANUALS:INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS,PARTS LISTING WITH DRAWINGS ARE PROVIDED TO INDICATE DESIGN TNT �1 f�f�� SOURCES INDICATED,RECOMMENDED PARTS INVENTORY LISTING,EMERGENCY INSTRUCTIONS,AND SIMILAR A6.01 ENLARGED STAIR/LOBBY/ELEVATOR PLANS 1 �// v 3.CERAMIC TILE:APPLY TO CAST-IN-PLACE CONCRETE AND WATER-RESISTANT GYPSUM BACKING BOARD. INFORMATION. INCLUDE DIAGNOSTIC AND REPAIR INFORMATION AVAILABLE TO MANUFACTURER'S AND INSTALLER'S A6.02 STAIR/LOBBY/ELEVATOR SECTIONS CRITERIA THAT MUST BE MET. A.PERFORMANCE REQUIREMENTS:STATIC COEFFICIENT OF FRICTION:PROVIDE PRODUCTS WITH VALUES DETERMINED IN MAINTENANCE PERSONNEL SUBMIT TO OWNER AT PROJECT CLOSEOUT. ACCORDANCE WITH ASTM C 1028:LEVEL SURFACES-MIN.0.6:LOAD BEARING PERFORMANCE:IN ACCORDANCE F.INSPECTION AND ACCEPTANCE CERTIFICATES AND OPERATING PERMITS:AS REQUIRED BY AUTHORITIES HAVING E 1.0 ELECTRICAL SITE PLAN WITH ASTM C 627.HEAVY-PASSES CYCLES I THROUGH 12. JURISDICTION FOR NORMAL UNRESTRICTED ELEVATOR USE. B.SUBMITTALS:PRODUCT DATA:FOR EACH TYPE OF TILE,MORTAR,GROUT AND OTHER PRODUCTS:TILE SAMPLES:COLOR G.MANUFACTURERS:AVAILABLE MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,MANUFACTURERS A7.01 REFLECTED CEILING PLANS-DETAILS E2 PRO).NO.: 01029 CHARTS CONSISTING OF ACTUAL TILE FOR THOSE LISTED ON SHEET A8.01:GROUT:COLOR CHARTS OF ACTUAL .1 F BASEMENT&FIRST FLOOR FIRE ALARM PLAN DATE 08/02 SELECTIONS OF GROUT SHOWING FULL RANGE OF COLORS. OFFERING HYDRAULIC ELEVATORS THAT MAY BE INCORPORATED INTO THE WORK INCLUDED,BUT ARE NOT LIMITED A7.02 REFLECTED CEILING PLANS•DETAILS E2.2F SECOND&THIRD FLOOR FIRE ALARM PLAN TO THE FOLLOWING: DRAWN BY: G.U. C.TILE PRODUCTS:REFERENCE SHEET A8.01 FOR MANUFACTURER,TYPE,AND COLOR I.DOVER ELEVATOR SYSTEMS. E2.3F FIRE ALARM DETAILS D.LATEX-PORTLAND CEMENT MORTAR:ANSI Al 18A PREPACKAGED DRY-MORTAR MIX:FOR WALL APPLICATIONS,PROVIDE 2.OTIS ELEVATOR CO. A8.01 ROOM FINISH SCHEDULE-DOOR SCHEDULE E2.1 L BASEMENT&FIRST FLOOR LIGHTING PLAN CHECKED BY: S.).S. NON SAGGING,LATEX-PORTLAND CEMENT MORTAR COMPLYING WITH ANSI A 118.4 FOR MORTAR OF THIS TYPE 3.SCHINDLER ELEVATOR CORP. A8.02 DOOR TYPES/FRAME/RELITE TYPES-DOOR DETAILS-MISC.DETAILS E2.2L SECOND&THIRD FLOOR LIGHTING PLAN FILE 01029AO02 DEFINED IN SECTION F-2.1.2 H.OPERATING SYSTEMS:REFERENCE THE DRAWINGS ON SHEET A6.01 AND A6.02 FOR OPERATION USE AND NUMBER A8.03 FINISH FLOOR PLANS E2.1 P BASEMENT&FIRST FLOOR POWER PLAN REVISION: E.GROUTING MATERIALS:LATEX-PORTLAND CEMENT GROUT:ANSI 118.6 FOR MATERIALS DESCRIBED IN SECTION H-2.4: OF STOPS A8.04 FINISH FLOOR PLANS E2.2P SECOND&THIRD FLOOR POWER PLAN FACTORY-PREPARED,DRY-GROUT MIXTURE. I.MATERIALS AND FABRICATION:PROVIDE MANUFACTURER'S STANDARDS BUT NOT LESS THAN THE FOLLOWING: E2.IT BASEMENT&FIRST FLOOR TELECOM PLAN F.MISCELLANEOUS MATERIALS:TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS:LATEX MODIFIED, I.ENAMELED-STEEL FRAMES:FORMED STEEL SHEETS. PORTLAND-CEMENT-BASED FORMULATION PROVIDED:TEMPORARY PROTECTIVE COATING,FORMULATED TO PROTECT 2.ENAMELED-STEEL DOORS:FLUSH,HOLLOW-METAL CONSTRUCTION. E2.2T SECOND&THIRD FLOOR TELECOM PLAN EXPOSED SURFACES OF TILE AGAINST ADHERENCE OF MORTAR AND GROUT,IS COMPATIBLE WITH TILE,MORTAR, 3.SILLS:ALUMINUM,WITH GROOVED SURFACE,1/4"THICK. AND GROUT PRODUCTS,AND IS EASILY REMOVABLE AFTER GROUTING IS COMPLETE WITHOUT TILE DAMAGE. 4.SIDE AND REAR WALL PANELS:PLASTIC LAMINATE. STRUCTURAL E3.0 ELECTRICAL DETAILS S.CEILING:ILLUMINATED CEILING. E4.0 ONE LINE DIAGRAMS 6.HANDRAILS:STAINLESS STEEL S 1.01 GENERAL STRUCTURAL NOTES AND DETAILS 7.HALL FIXTURES AT FLOOR:STAINLESS STEEL 52.01 ENLARGED STAIR FRAMING PLANS ES.0 ELECTRICAL SPECIFICATIONS SHEET NO.: S3.01 STRUCTURAL DETAILS S3.02 STRUCTURAL DETAILS AO.O 2 GENERAL BUILDING INFORMATION ow� 83BUILDING CODE(S)OF RECORD:UNIFORM CODE FOR BUILDING CONSERVATION,1997 EDITIONEXISTING UNIFORMBUILDING CODE,1997 EDITION HYDRANT UNIFORM FIRE CODE,1997 EDITION #FIR9L gol/min BUILDING FLOOR AREA FIRST LEVEL 6,430 GROSS S.F, SECOND LEVEL 6,364 GROSS S.F. THIRD LEVEL 6,364 GROSS S.F. TOTAL 19,158 GROSS S.F. *GROSS SQUARE FOOTAGE-INCLUDES PROFp$9 4 4TH AVENUE SOUTH _ _ ALL BUILDING STRUCTURE AND CIRCULATION A B C 0 A B C D U k"')Z R-16M OCCUPANCY SQUARE FOOTAGE �cl�10�� B; a OFFCE(S SECRETARY,CONFERENCE ROOMS, 12,637 S.F. EXISTING ALLEYWAY x BREAK R�MS,WORK ROOMS,STORAGE 3 O 3 �R-°�. I o ROOMS,OPEN OFFICE,TENANT SPACE(S) OFFICE OFFICE OFFICE m BACCESSORY(Ba): STAIR - STAIR ELEVATOR EQUIPMENT,ELECTRICAL ROOM(S) 3,101 S.F. �B B� B� RESTROOMS,CUSTODIAL ROOM((YY5))((,+ P x Z ELEVATOR LOBBY,FROOPRbTEC58&SYSTEM,RISER RM. 1 O e1" O STORAGE 5* OFFICE OFFICE = BTOTAL SQUARE FOOTAGE: 15,738 S.F. S-1�. SF I E p R,OgTa ECOT,�0 NN AO-,3 � B1 ©° a a ;7 a ® I � S-I: M < x V STORAGE 5,935.F. ON Q BRORM. a- o MECH. ELL BBYROs OFFICE COBF. w 5-I TOTAL SQUARE FOOTAGE: 5,93 S.F.36 © _ WOM Ba B O� , ® N moo // R ESTR00 M 0 ® OTHER AREA: O SERV. CONF. w TOTAL CIRCULATION,SHAFTS,AND STRUCTURE � JG LOBBY ER a Ba 1n (IN ALLOWABLE AREA CALCULATIONS INCLUDED 4,624 S.F. NQ B e MM1PSON Z EXISTING AT B OCCUPANCY) m u. Ba O 20 I BUILDIN a" HYDRANT ® FIRE FLOW R CEPTION LOBBY O 7p• = 983 gal/min © Ba a a 3s O O W LOBBY az ar Ba OFFICE 74 z � �1/•0tl� SEPARATIONS STAIR O K. RI 9. O (UBC So5.1.2) 2 SIDES-AREA INCREASE Z B EAST SIDE 5V-2V=30" ELE STAIR STORAGE OFFICE ��'I< o sourl4s z0'=4 7 m Ba CI - ° a MAXIMUM ALLOWABLE-37.5%INCREASE �N so'_o" U v� OFFICE ECRETAR OFFICE AA'' co In No - - a e TYPE OF CONSTRUCTION coo - 1B (UBC TABLE 5-8) V-N 4 _ _STH AVENUE SOUTH b ALLOWABLE AREAS CALCULATIONS 1 (UBC,SECTION 505) A.OCCUPANCY B 6 5.1 B.BASIC ALLOWA ��EA(UBC TABLE 5-B)(UBC 504.3) 4tN".F. 0006 4F PER ftAYI Z 67aAY C.SIDE YARDS x s(Uia•S9S+:31.5°y.L.1 ..7}gB8 S.F. /0,9409F/15'my D.MAXIMUM ALLOWABLE •22,9ee F. /0,960 4C1-nl9Y BASEMENT LEVEL OCCUPANCY PLAN FIRST LEVEL OCCUPANCY PLAN E.SPRINKLER AREARATIO( BEAST(UBC UBC NOT USED FOR AREA INCREASE F.AREA RATIO(ONE STORY-UBC 50.1.3 AND HANDBOOK) p/ B/S.1 ACTUAL 6,430 lj SCALE: 1/16" = 1'-0" SCALE: 1/16" =1'-0" �If FIRST LEVEL = _ .`1 OK e.l(, B/SI ALLOWABLE tf;eW / Y' 11.6 I _ G.AREA RATIO(MULTISTORY-UBC 504.2.504.3 AND HANDBOOK) V l oACTUAL 6.430 SITEPLAN/ 1/a FIRST EL �S I ALLOWABLE 29� Z FIRE HYDRANT/FIRE FLOW PLAN r /0,96° 29+.29+,29=.87 2 OK B/SI A 6.434 f UBC HANDBOOK, Q SECOND LEVEL = =.29/ NOT TO SCALE B/ WABLE 22,000 / EXAMPLES 504.1 AND 504.2) B/5-I ACTUA 6.434 THIRD L =.29 BIS.I ALLOWABLE 000 Z) A B C D A C D ALLOWABLE HEIGHT AND STORIES FIRE FLOW REQUIREMENTS (UBC TABLE S-L TYTORIEPE V-NS 40' BASIC ALLOWABLE: OjXSTORIES AT B'21 igZOSG (1)ADDITIONAL STORYJNCREASE FROM UBC SEC 506-AUTOMATIC SPRINKLER SYSTEM L FROM TABLEA-III-A.I(UFC 1997) ACTUAL 5r=1q,150 Q w 'a O O° FOR BUILDING SQUARE FOOTAGE:19158 S.F:TYPE V-N ACTUAL HEIGHT AND STORIES CONF. OFFICE OFFICE >00< REQUIRED: 3,750GAUMIN WITH(3)HOUR FLOW DURATION STAIR STAIR HIGHEST POINT 38'AT HIGHEST ROOF PARAPET X © B © AND(4)HYDRANTS(TABLEA-III-B-1). less Res+mow,4- L,ubiy�A:T69.97 sF 3 STORIES ATB LL O - V EXCEPTION: 5.2 BUILDINGS OTHER THAN ONE-TWO FAMILY DWELLINGS. 1• O O O Q WRK, RM. tB REDUCTION UP TO 75%,AS APPROVED,IS ALLOWED 30LY�SF/5�6cA- 35•�,3$poCeS O FOR BUILDINGS WITH APPROVED AUTOMATIC FIRE RESISTIVE REQUIREMENTS z U Q STORAGE RECP. O OFFICE B O - Q TENANT SPRINKLER SYSTEM. ur�0.n �eleuDal 51+od1 pub (A g 36 0 SECT. B 36 O ALLOWED: OR IS.25=937.5 GAUMIN 4h e �cAr k:ny a�T tl� 3S py Ki A( THE INFORMATION LISTED BELOW IS A REQUIREMENT OF THE CONTRACT DOCUMENTS O O B a ° WITH (2 GAUMIN MINIMUM J .J a ':� , O WITH(2)HOUR FLOW DURATION sPcces. t -- AND(1)HYDRANT(7ABLEA-III-B-1). H O STOOGE OFFICE STORAGE STORAGE TYPES OF CONSTRUCTION Q Z O O STORAGE B g g AT XIS GAUMIN AND(S),2=196E GAUMIN. AT EXISTING HYDRANT(5),THE FIRE FLOW MEETS CODE (UBC TABLE 6-A) B , , RESTROOM O RESTROOM R0 BUILDING ELEMENT TYPE V-NO Q Z Ba OFFICE Ba CONF. z tt B I. BEARING WALLS-EXTERIOR N Ly a a 2. BEARING WALLS-INTERIOR N LOBBY O CONF. , BRK. RM. LOBBY O ' CONTRACT REQUIREMENTS RELATIVE J z RECP. OFFICE B O RECP 3. NONSEARING WALLS-EXTERIOR N J Ba o o Ba B TO BUILDING CODES AND THE WORK 4. STRUCTURAL FRAME N /( LL CUST. O O ° RK. RM./ B 1. ALL WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE UBC(UNIFORM 5. PARTITIONS-PERMANENT N O Lip 7 Ba " 36 RK. BUILDING CODE),THE UFC(UNIFORM FIRE CODE),AND LOCAL JURISDICTION 6. SHAFT ENCLOSURES 36 I r L " SECT. OFFICE CUST, g REQUIREMENTS. © © Ba 7. FLOORS AND FLOOR-CEILINGS N ° PE 2. ALL PLUMBING WORK SHALL BE INSTALLED PER THE UNIFORM PLUMBING 8. ROOFS AND ROOF-CEILINGS N V STAIR STAIR OF OFFIC 2 E CODE AND LOCAL JURISDICTION REQUIREMENTS. 9. EXTERIOR DOORS&WINDOWS (SEC.606.3) OFFICE g 10. STAIRWAY CONSTRUCTION © B 3. ALL MECHANICAL WORK SHALL BE INSTALLED PER THE UNIFORM (SEC.606.4) PROJ.NO.: 01029 e e MECHANICAL CODE AND LOCAL JURISDICTION REQUIREMENTS. BUILDING ELEMENTS SHALL HAVE THE FIRE-RESISTIVE REQUIREMENTS INDICATED. DATE: 08/02 O O O O O TENANT OFFICE OFFICE OFFIC OFFICE 4. FOR ELECTRICAL WORK AND RESPECTIVE CODE REQUIREMENTS REFERENCE ADDITIONAL FIRE.RESISTIVE RATINGS(ASSEMBLES)ARE REQUIRED AS INDICATED DRAWN BY: L.W. © SHEET ES.O. ON OTHER DRAWING SHEETS. CHECKED BY: S.J.S. FILE 01029AO03 ° S. THE ENTIRE BUILDING SHALL BE FIRE SPRINKLERED BY THE CONTRACTOR. IN ALL CASES,THE MORE RESTRICTIVE ASSEMBLY SHALL GOVERN. REVISION: PROVIDE A COMPLETE SYSTEM AS REQUIRED TO MEET CODE. ALL FIRE SPRINKLER WORK SHALL BE APPROVED BY THE STATE FIRE MARSHAL AND THE LOCAL FIRE DEPARTMENT. THE SYSTEM SHALL BE INSTALLED IN COMPLIANCE LEGEND WITH THE UBC,UFC,AND THE HFPA. FINAL TESTING OF THE SYSTEM SHALL BE WITNESSED BY THE FIRE MARSHAL AND LOCAL FIRE CHIEF. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SPRINKLER SYSTEM DRAWINGS(AS PER HFPA 13)TO AUTHORITIES HAVING ROOM OCCUPANT LOAD X.. O REQUIRED EXIT WIDTH SECOND LEVEL OCCUPANCY PLAN THIRD LEVEL OCCUPANCY PLAN JURISDICTION FOR REVIEW,COMMENT,AND APPEAL. COPY THE ARCHITECT O (PER UBC TABLE 10-A) X„ (AS PER UBC TABLE 10-B) SHEET NO, c AND OWNER WITH THE APPROVED SET OF DRAWINGS. TENANT �-ROOM TITLE tv OCCUPANCY CLASS ACTUAL EXIT WIDTH A0.03 e SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-O" (PER UBC CHAPTER 3) _ . . - . . _ -pROPERN LINE a o a (1) HOUR FIRE CONSTRUCTION RESISTIVE n I REFERENCE NOTES 0 GENERAL NOTES 1. TROWLED TOOL GROOVE JOINT. 15. EXISTING CONCRETE STAIRS TO REMAIN AS IS. 1. EXISTING RAMPS EXCEED CURRENT CODES FOR MAXIMUM SLOPE. BOTH RAMPS ARE NOT BEING UTILIZED o080 2. CUT INITIAL JOINT, APPLY BROOM FINISH AND RETOOL 16. 6"WIDE C.I.P. CONCRETE END WALL BEYOND. POUR FOR ACCESSABILITY FOR THE DISABLED OR PHYSICALLY JOINT. AT SIMILAR RAKE AS STAIRS. CHALLENGED. EXISTING ALLEYWAY 3. SELF LEVELING POLYSULFTDE SEALANT. 17. PLANTING BEDS. COORDINATE LANDSCAPING 2. EXISTING PIPE HANDRAILS DO NOT MEET CURRENT BY CITY OF TWIN FALLS,IDAHO PROJECT LIMITS MATERIALS AND IRRIGATION SYSTEM WITH OWNER. ALL CODES. HANDRAILS ARE BEING MAINTAINED FOR HISTORIC 4. TOOLED'CONTROL JOINT. COORDINATE FINAL PLANTINGS SHALL BE IN COMPLIANCE WITH CITY OF TWIN PRESERVATION/RENOVATION AS AN ORIGINAL BUILDING 17 5'-0" LOCATIONS IN THE FIELD WITH ARCHITECT. FALLS ZONING ORDIANCE. INCLUDE A LINE ITEM FEATURE FOR THIS PROJECT/DISTRICT. NEW STAIRS AT 6' ALLOWANCE FOR LANDSCAPING AND IRRIGATION SYSTEM IN NEW ENTRIES/EXITS WILL BE IN COMPLIANCE WITH P I 5. ISOLATION / CONSTRUCTION JOINT. YOUR SYSTEMS BID. DESCRIBE PLANT MATERIALS AND IRRIGATION CURRENT UNIFORM BUILDING CODE 1997 EDITION AND � WITH THE ALLOWANCE BREAKOUT. WORK TO BE SHALL COMPLY WITH CABO/ANSI A117.1 - 1992. 6. CAST IN PLACE CONCRETE CURB. INCLUDED IN THIS CONTRACT. 7. PLANTING /SIDEWALK AS OCCURS. PROVIDE 18. POURED IN PLACE CONCRETE STAIRS. 3. FIELD COORDINATE PROJECT LIMITS OF SITE WORK CONCRETE , IDAHO. SIDEWALKS/CURBS WITH OWNER AND CITY OF 2 ISOLATION / CONSTRUCTION JOINT WHERE SIDEWALK C-11 OCCURS. 19. CONCRETE FOUNDATION SYSTEM. TWIN FALLS, IDAHO. �TF OF TQ� A1.01 tO 8. PLANTINGS WHERE OCCURS. 20. FIELD VERIFY FINAL RISE/ RUN IN THE FIELD WITH 4. FIELD VERIFY ALL DIMENSIONS/CONDITIONS PRIOR TO 1 THE ARCHITECT. WORK. COORDINATE ANY CONFLICTS WITH ARCHITECT At.o1 _8 9. CURB LINE ON PLAN. PRIOR TO WORK. • 21. HISTORIC POLE FIXTURE TO MATCH TYPE BEING USED 10. HOT MIXED ASPHALT PAVING BY CITY OF TWIN FALLS, IN CITY OF TWIN FALLS HISTORIC DISTRICT. IDAHO. COORDINATE WITH OWNER AND CITY. 21 Q 22. ACCESS TO EVEVATOR LOBBY FOR THE PHYSICALLY 2 11. EXISTING RAMP TO REMAIN AS IS. CHALLENGED. TMP' A1.01 01 12. NEW 4"T'HK. C.I.P. CONCRETE SIDEWALK. 23. NEW CONCRETE STAIRS. RE: 3/A1.01. N O � N iv 23 13. EXISTING SIDEWALK. 24. NEW STEEL GUARDRAIL/HANDRAIL SYSTEM. g -iRol on 14. EXISTING LOADING DOCK TO REMAIN AS IS. 25. EXISTING GUARDRAIL/HANDRAIL SYSTEM. < -q m 1�I� Y4 26. ADA CABO/ANSI COMPLIANT ACCESS RAMP. M 27. STANDARD PARKING STRIPING BY THE CITY OF TWIN =c Lu 0 FALLS.°f Q N o I 32 28. STEEL HANDRAIL SYSTEM AND COMPONENTS. PAINT 29 zz SYSTEM PS-3.29. FIELD DIMENSIOS IN to L� N Li 32 CONSTRUCTIONRIFY OF NEW STEMM M ROFVEMENTSIOR AND O r m 2 STAIRWAY. ALIGN AND CENTER STAIRWAY ON NEW ENTRY . ` o At.Ot DOORS. 5�'L� v 21 w O 30. INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED 2�IHA' °' 17 BLUE ON WHITE BACKGROUND. /R p � �,o Lu 31 FINISH GRADE ELEVATION. RE: CIVIL DRAWINGS. �� ,Vf C� N 17 4 ti 32. PLANTED i-1/2�" DIA. STEEL PIPE, CENTER SIGN ON Q WIDTH OF STALL AND MINIMUM OF 1'-6" CLEAR BEHIND 0 CURB, EMBEDDED 18 INTO CONCRETE FOIle OTING/BASE. Z 10 2s N y6y .?Ad. S},s. U ,n� 23 FIRST FLOOR Z (�]jM 0 2 aF AIR T� 2 / (V I ' 2 3/5"TO 1/2" 1 2 mM A,.°, • DATUM=•3752.40= F.F. BENCH MARK 2" 2° 2" 2" L ib 1 I F.F.- +1 00'-0" "8"BOLT ON FIRE HYD. 3 ¢ Nu a - T.F.C.&M.#3824-2938 ELEVATION=3751.51 a , d nio 45 a 20•-0" Y4 21 EDGED EXPANSION JOINT EDGED CONTROL JOINT �-1 25 2s 12 CONCRETE SIDEWALK z 3 � TYPICAL JOINT DETAILS J Ln 1 SCALE: 3" = 1'-0" 010291 / r1 y 11 fr1 27 17 Q II 2'-9" O 1 2 3/sw TO 1/Y 4' 6" 6" ' 9 Co A7.01 Q 26 3 /� 7 J 21 Z W AS OCCURS 6 \J J NLu .'a 10 J A1,01 4 25 0 W � - 14 15 LL --_- - 7 25 -� �4• o a°. (� Q 1 d W CL "T7 1 I� LL � - •p -a •a F- � Z of 17 _ - O � O -r Z U Z VERTICAL CURB Q 78'-2 3/4" FIED VERIFY O BY CITY OF TWIN FALLS,IDAHO I PROJECT LIMITS 2 SCALE: 1 1�2" = 1'-0" otoutote O L.L > Z = W .'. O QQ 2 SIM. 7 0 A6.02 L 5TH AVENUE SOUTH Lu Z J � A6.02 SIM. 1 lGl 5th ay..s. - U � 28 Q Q I o LL O0- z i+1 1 g i,T.O. CONCRETE .0_ TN 30 ��i /� a 2 �/ - V � 12 \ `\` • ® PROD.NO.: 01029 EXISTING BUILDING \ o W DATE: OW02 \• 1 31 DRAWN BY: G.U. 5 a \ d CHECKED BY: SJ.So 1: . 32 FILE: 01029A101 \ REVISION: t CONCRETE •9 I ,6 1�- ----- o ... ;, I 12 4- . SHEET NO.: PROJECT NORTH HANDICAP /A1sO1 N ENLARGED SITE PLAN W N E TRUE N 3 STAIR SECTION 4 PARKING SIGNAGE SCALE: 1�8" = 1'-0" NORTH SCALE: 1�2" = 1'-0' 010291010 SCALE: 1-1/2" = 1'-O" 99°94101` I N S S A B G o A B Q D O o.00 EXTERIOR WINDOWS O7 EXTERIOR REFERENCE NOTES WINDOWS DOORS � 2 t ,1. REMOVE ALL EXTERIOR WINDOWS (STEEL SASH AND 21 P1 WOOD FRAME SECTIONALS) AND ALL EXTERIOR ALUMINUM STORE FRONT/ HOLLOW CORE WOOD DOORS. TO - 1 PROTECT ROUADJACENT IGH OPENINGS FOR NEW WINDOW CK JAMBS - CONCRETE HEADS %SDOOR o _ 22 RETROFIT. O I - • _ 2. REMOVE CONCRETE INFILL TO ORIGINAL CONCRETE I I I FOUNDATION ROUGH OPENING. P 3. DEMOLISH ENTIRE FREIGHT ELEVATOR AND RELATED Ii MACHINERY COMPONENTS, ETC. io o 4. DEMOLISH WOOD STAIRS AT INTERIOR, INCLUDING R-1836 ASSOCIATED HATCHES, RAILS, AND DOORS. d' 5. REMOVE ALUMINUM OVERHEAD DOOR AND SALVAGE OF 1�p + TO OWNER. e 3 8 9 I 3 6. SAW CUT NEW ROUGH OPENING INTO EXISTING CONCRETE FOUNDATION FOR NEW DOOR AND OR ACCESS - Ej-- --� - - -- -O WAY. / 7. SAW CUT BRICK (DOUBLE WYTHE) FOR NEW 1 1 iX`I I 4 �� I I�xi I I WNDOW(S). LJ r/w I rmnnw?. 128. REMOVE ENTIRE DOUBLE BRICK WYTHE INFILL FROM COLUMN TO COLUMN, FLOOR TO BEAM. qO - I - 9. DEMOLISH ENTIRE WOOD STUD, GWB, PLYWOOD Q c�1a ff mnn �. �f WALLS. � RqL(LLLLI.LILILI LuUl-f-I jJ 10. DEMOLISH ENTIRE RESTROOM, FIXTURES,AND �M 6 I I I L FINISHES. M FIELD VERIFY 1s uj 11. DEMOLISH WOOD STUD/ OSB WALL INFILL.12. So REMOVE DOORS ARE TO BE AL REF RELATEDRS AND E REFURBISHED REINSTALLED. FOR J i6 DESCRIPTION, RE: SHEETS A3.00 AND A3.01. (4)TOTAL. H� I 8 13. REMOVE METAL FIRE DOORS AND RELATED � m (PULLE e 14 a COMPONENTS II I Nil12 DARE TO BE ESCRIPTION, RE AND COUNTERWEIGHTS). UR HISHEDEETS AND A3 00 EINS A3LED.. FOR DOORS 14. REMOVE CONCRETE SLAB ON GRADE FOR NEW W CONCRETE RAMP. SAW CUT PORTION OF EXISTING FOOTING TO ACCOMMODATE NEW RAMP. FIELD VERIFY. II RE: SHEETS A2.01 AND A2.02 FOR DIMENSION AND 20 ---� 17 LOCATION OF NEW RAMP. < I 11 87 I I 15. EXISTING PENETRATIONS AT FLOOR /CEILING, DEMO ANY TEMPORARY INFlLLS AND PREP FOR NEW CONCRETE -O - rG_� I - (1 INFILL. RE: STRUCTURAL DRAWINGS. yqz DEMOLISH CHIMNEY/CHASE FROM FLOOR TO CEILING. Mx - 16. 2, n ,�L. I 17.ANY PLASTER LOCATED AT EXTERIOR WALL AT FIRST U �Ln �( {1L J FLOOR IS TO REMAIN AS PER HISTORIC PRESERVATION ^' • 8 REQUIREMENTS. FIELD VERIFY. mM -� - - - - 9 18. SAW CUT BRICK WYTHE AS REQUIRED PER NEW DOOR -"-0 ROUGH OPENING(S). co Q 19. SAW CUT CONCRETE FLOOR DECK FOR NEW HVAC Q NCV RETURNS AT NORTH. HVAC SUPPLY/ RETURN AT SOUTH. CONCRETE BEAMS TO REMAIN. 10 II 20. EXISTING SLIDING DOORS TO REMAIN. - --0 - - -- - 21. VAULT TO REMAIN. 9 9 22. REMOVE WOODEN STEPS ABOVE RAMP. N DEMOLITION BASEMENT FLOOR PLAN W E DEMOLITION FIRST FLOOR PLAN N SCALE: 3/32" = 1'-0" s SCALE: 3/32" = 1'-0" W E Z 13 13 13 S 13 ,3 13 Q _ - - _ D GO O1 EXTERIOR WINDOWS/ DOORS o , EXTERIOR WINDOWS DOORS o �J L 6 3 6 I 3 Lu < 2 rR-=r� � . � �x�I I + s I I iX♦I I 4 Z ( 1 O 18• L�===� 00 fTr O O rfr I I 1e• I IllilTT a ' Q O uuL�w T� 15 15 15 O a Z 6 6 W 0 8 18I i I 16 I 8 I*00 O J I- N LJ N ce /✓ 'V^ a LL 0 L_J 0 G. Z 6 t; W 18 GENERAL NOTES = 0 1. AT THE BUILDING INTERIOR, UNLESS NOTED OTHERWISE, REMOVE ALL WALLS (WOOD STUD /GWB r�'C/ /OSB/PLYWOOD), DOORS, SPRINKLER PIPING, PLUMBING ELECTRICAL FLOOR IT, ANNGS, DUCTWORK, LIGHTS, PRDJ.NO. 01029 ELECTRICAL CONDUIT, AND RELATED SYSTEMS. DATE 0a/02 2. INTERIOR PLASTERED WALLS AT EXTERIOR WALLS ARE DRAWN BY: L.W. TO REMAIN, AS PER HISTORICAL PRESERVATION 16 REQUIREMENTS. CHECKED BY: S.J.S. t6 3. ALL EXTERIOR PIPE HANDRAILS /GUARDRAILS ARE FILE: 01029A200 TO REMAIN. REVISION: 4. RE: SHEET A3.00 FOR ADDITIONAL DEMOLITION WORK. I 5. FOR ADDITIONAL DIMENSION EXTENTS OF EXTERIOR WALL'CUTTING', RE: SHEET A3.00. 6. FOR DIMENSIONS OF NEW WINDOWS AND DOOR O OPENINGS CUT INTO EXTERIOR WALLS, RE: SHEETS A2.01 -� AND A2.02. SHEET NO.: a 7. RE: STRUCTURAL DRAWINGS FOR ADDITIONAL M DEMOLITION INFORMATION. A2.00 DEMOLITION SECOND FLOOR PLAN N DEMOLITON THIRD FLOOR PLAN N W E W E SCALE: 3/32" = 1'-0" SCALE: 3/32" = V-0" S s I I Y Y Y Y REFERENCE NOTES Q I I p 1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD A I I I ( THIS SPACE. TYPICAL. �0 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL a 6.02 ' 5 CAVITY. 2 3. WALL TILE. RE: ROOM FINISH SCHEDULE, SHEET 10 10 I t0 A6.01 A8.01. _ 1 1s a 4. COVE BASE TILE. TYPICAL. 5 WALL HUNG URINAL SCREEN COLOR AND STYLE TO -- -- 1 BE SELECTED BY ARCHITECT. I 6. FLOOR ANCHORED OVERHEAD BRACED TOILET •I I 1 PARTITIONS. COLOR AND STYLE TO BE SELECTED BY 0 FROPf�t 3 1 I 13 13 29 ARCHITECT. I Tyr 2 29 7. 1-HR. CONSTRUCTION. 2 / 8. HOT WATER HEATERS. COORDINATE SIZE AND v A R-1835 I NUMBER WITH BUILDING AND HOT WATER NEEDS. DESIGN B OFFICE OFFICE BUILD BY PLUMBING CONTRACTOR. Jr $ 6.02 I 103 OPEN OFFICE, 105 12 9. DASHED LINE INDICATES ELECTRICAL/MECHANICAL 104 I +°s CHASE AT CEILING/FLOOR ABOVE. CHASE SHALL BE CONTINUOUS TO ROOF DECK AND MAINTAIN A 1-HOUR _-_-_ _-_ _UP _ DN ® _- EONC BOSCONCRETE MASONRY UNIT INFILL AT EXTERIOR 11' 4" STAIR I 1 i O1 r107 �J SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE I 101 N 2 WALL, TYPICAL. t1 E C E I V E D 1'_0' S•-6" 4'-10" 101 l I I o f 11. EXISTING CONCRETE FOUNDATION WALL. STORAGE I `---- OFFICE O 12. EXISTING PLASTER/LOTH WALLS TO REMAIN. PATCH STAIR 004 OFFICE + 2 107 AND REPAIR ALL DAMAGED AREAS AS REQUIRED. ADD NEW WHERE PLASTER IS MISSING, SO WALL IS ONE EVEN 04TYOF TWIN,FALLS 001 N UP �+ 106 I 5 13 PLAIN.3. REMOVE PA PAINT 0 EXISTING BRICK (EXTERIOR WALLS) BIlRD g00EPr. OF SPACE WITH APPROVED CLEANING AGENTS - CONSULT ---- - `'t -- - ..p-- --- - - --- -� 3 1 -- ------ -- -- - - --- 3 WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST FLOOR. 3 5 C` ' ^ 14. 2 EXISTING HANDRAIL/ GUARDRAIL TO REMAIN - PREP. 2 AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. MECHANICAL 6.02 15. DOOR PER FLOOR PLAN. W C 007 1s OFFICE 2 5'-2" tt 16. RADIUS POINT. 6.0 9 1 13 17. PROVIDE 3" x 3"TUBE STEEL POST, PS-3 AT ENDS �IEV 108 OF WALLS AND 5'0" O.C. FLOOR MOUNTED FOR HALF 18 5 G T• --- - +� A2,01 WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF t HW 109 3s 1 --- +a m 24 I WALL(S). --- - (\ ---- 100 4- - - ------ i --- --- WA NO SOUND ATTENUATION BLANKETS OCCUR AT THESE -1\4J1 --I 4 ) WALL EXISTING . 11 Oi 1 I •I`.' `. E �/ 19. EXISTING VAULT. to s I I 2 � CONFERENCE ROOM � 14 20. WOOD PANELING FLUSH TO WALL. I I I 2`^/ H --- TYP 21. AT THIS ROOM/CHASE TOP OF WALL WILL NOT a'" I CUS 2 � RECEIVE DETAIL 5 A8.02. CLOSE RATED WALL .h �/ Q I I / PAIL RT I " I 1 16 FD I A2'02 J O CONSTRUCTION TIGHT TO EXISTING DECK. 005 N 1 I ® I SMALh 12 A2.02 N ROOMS/WALLS/CHASES.22. NO WOOD BASE LOCKING AT THESE o I 7 ++s I WO ICONF. 20 25 23. SURFACE MOUNTED FIRE EXTINGUISHER, 10 gal ABC. 1 21 22 I 5 ++0 110 , ,tt iV+lc" J SIM. FIRE EXTINGUISHER, 5 gal ABC. 24. SEMI-RECESSED FIRE EXTINGUISHER CABINET AND ---- �' - - --- - ------ 5 • I FIRE - 25. NO CONCEALED MARKERBOARD CABINET AT THIS 36 I 13 I '�1".� -- I to `J F L p TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL Building Plans have F ❑ 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR been reviewed andspproved I++ I I -= RESTROOM FIXTURES AND SINKS, AND DRAINS AT OTHER DN LOBBY a RECEP LOBBY ROOMS IN THE BUILDING. ALL FIXTURES SHALL BE ADA I I I Al ConstnVion Subject ns 113 I u __ 115 COMPLIANT, COMMERCIAL GRADE WITH POLISHED CHROME +1s FITTINGS. INSTALL IN COMPLIANCE WITH THE UNIFORM LOBBY I to Field inspect on PLUMBING CODE AND LOCAL JURISDICTION. ' 003 I ,, I I a F 2 5 7 4'-7" - 27. PROVIDE SAFETY COVER AT SINK SUPPLY AND Page 36 I I I WASTE LINES FOR ADA COMPLIANCE. "HANDY-SHIELD" -I 1-- --- - •� --- - -----�/ Date l 3 -I ---- I ne ---- - - ---- ---- \6 OR/ 28.EQUAL. ELEVATION M/A2.02. ' I I I '�"� I I I O MENS �,p2 11° 2 29. INTERIOR FURR OUT AROUND EXISTING STEEL I I I I 118 I I 2 SLIDING DOOR, 6"STEEL STUDS AT 16' O.C. WITH 5/8" STAIR p, �z I I I I STAIR I ox I REAK RM. 7 Q TYPE "X" 6 WB AT INTERIOR WITH VAPOR RETARDER, R.19 002 O I 02 I 2 I FD II „g F FFICE O I O UNFACED BATT INSULATION, 5/8" GYPSUM SHEATHING, A2,pp AND 15 lb. BUILDING PAPER AT EXTERIOR SIDE OF FURR -_ _ •' _ -___ I _ ____ ____ ___ - --- 6,7 Li 120 OUT (BEHIND STEEL DOOR), TYP. ADEQUATELY SEAL OFF 31 L_-__ ' EXISTING DOOR TO ANY POTENTIAL WATER/MOISTURE I I a N za 13 PENETRATION. - e 1 m A A2.0 �� .I to A"ADI4:71- I o, RK Rood 2 O GENERAL NOTES J s.a2 I I 10 s.o2 I I I 7 122 1„ 2 OFFICE W I I 121 1� 123 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN \ FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS I•' I I I I I N 12 O7 AND FIELDVEERIFYNTERLINE CONCRETEFCOLUMNS AND WAL STUD ALL THICKNESS. z ED WALLS. - -----� `--- 124 OPEN OFFICE 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP 6 27 1u DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT 2 125 2 PRIOR TO WORK. As 1 I I ns of 3. ELECTRICAL CONTRACTOR TO PROVIDE 02 4 OFFICE s OFFICE e ELECTRICAL-POWER/TEL/DATA/LIGHTING SHOP DRAWING, LAYOU 14 60,) I STORAGE 124 2 126 I o WORK.T, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO Q u f 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL 013 i' 12 2 12 -5' ,2 Z REINFORCING AND SIZES. 5. FIELD VERIFY ALL DIMENSIONS PRIOR WORK. 8. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL J O O O O TM 89 ) COMPLY WITH "ARCHITECTURAL WOODWORK QUALITY STANDARDS"FORR C CONSTRUCTION AND FINISHES. 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE t I THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 8. CASEWORK FINISHES WILL BE SELECTED BY r-- - - --r- --T-------®r- --- ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE PRODUCTS. I 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE Typ, ACCURATELY ALIGNED AND OPERATE FREELY. LLI 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS STEEL, SATIN FINISH. US32D, BHMA 630. 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO WORK. O O 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT PERIMETER WALLS TO BE CLEANED OF ANY EXISTING PROJECT PROJECT PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. , NORTH NORTH BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE z v N N HISTORIC DOCUMENTS PRESERVATION AND AS COFFCELE TO THE IDAHO STATE O BASEMENT FLOOR PLAN 6 FIRST FLOOR PLAN 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN W E F PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD Q 8 = 1'-O" / W E SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, SCALE: 1 / SCALE: 1 8• = 1'-0" EXPOSE CONCRETE TO ORIGINAL FINISH. L 04 S 0n n 27 S WALL LEGEND O Q z k- 10 LLJ vi J u0 N BUILDING SECTIONS, RE: SHEET J A6.02 M 1 7 21 22 5 5 5'-0 i/2" 3'-0" 3'-5" 3 - - - -FT" >:,1.. " �S"/4" EN'S RESTROOM 2B 4 304 --� moo,TYPE, RE: SHEET _ N 1 2 7 21 22 = 1'-0" 0101A O STEEL FRAME /ALUMINUM WOOD = V F i CLAD WINDOW, RE: A3.01 k A3.02. i 15 A2.01 B B C i 5 i D A PROJ.NO.: 01 7 + FD 26 O DOOR NUMBER, RE: A8.01. o+ A2.01 A 5 % F® DATE: I� a DRAWN BY: L. 0 4 m C A ' _ F 5 6 a 8 ? o CHECKED B S.J.S. � 20 8 N N N N v Tom^ STEEL STUD AND GYPSUM FILE: 0 9A201 D i BOARD WALL. RE: WALL TYPES. i REVISION: Qj i o�4/02 75 " 1 I Q Q zL Q Q Q Q Q EXISTING C.I.P. CONCRETE WALL/ Q12/09/02 M 1 1 2 7 Y1 44 n ih B-6806.99 x 36 B-6806.99 x 42 B-2888 B-254 8-211 B-262 B-293 B-293 x 34 COLUMNS. 27 Q N G F iv 2 A GRAB BAR PEENED GRIP (36") G PAPER TOWEL DISPENSER AND '1'`!?;`';:!;•`�� NEW CIP CONCRETE WALL/COLUMN. 3 0 to�03 B GRAB BAR PEENED GRIP (42") WASTE RECEPTACLE ---- Q05/1 N M 7 •i iv C TOILET TISSUE DISPENSER H TILT MIRROR (24"x36"ADA COMPLIANT) 5 5 5 2 21 22 TOILET ACCESSORY F SOAPARY DISPENSER IN RECEPTOR(WALL MOUNT) J CUSTODIANS UTILITY SHELF SYMBOLS LEGEND 1 2 7 21 22 3 5-0 1 2 SHEET NO.: E 3'-5" 3'-°" / MOUNTING HEIGHTS m 1 o'-8" 110 1 o'-a" 1 88 4 118 P22 SCALE: 1/4" = 1�-0" FE � FIRE EXTINGUISHER. N ENLARGED RESTROOMS 304 ENLARGED RESTROOMS 320 MEWS RESTROOM 26 3,D ALL ACCESSORIES SHALL BE STAINLESS STEEL WITH CONCEALED o o A FASTENERS. RECESS WHERE WALL CONSTRUCTION ALLOWS. INSTALL O HEIGHTS COMPLIANT WITH THE ADA PROVIDE ® FLOOR DRAIN. RE: SCALE: 1/4" = 1'-0•' 2 SCALE: 1/4" = 1'-0" B SCALE: 1/4" = V-0•' etmnos "BOBRICK"TOILET ACCESSORIES OR APPROVED EQUAL. FD PLUMBING DRAWING. A B C D A B C D °.4 0 REFERENCE NOTES Q 1. PLASTIC LAMINATE CLAD COUNTERTOP AND 4"TALLY BACKSPLASH. PROVIDE LAMINATE CLAD SUPPORTS AS 0 INDICATED, o U 2. PLASTIC LAMINATE CLAD BASE CABINETS. PROVIDE 1 PLASTIC LAMINATE ON AL EXPOSED TO VIEW SURFACES. PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY A A STANDARDS AND 6" DRAWER. UNIT 24" DEEP. 6.02 3. PLASTIC LAMINATE CLAD UPPER CABINETS. PROVIDE C ! 6.02 PLASTIC LAMINATE ON AL EXPOSED TO VIEW SURFACES. z `_-�`--� " A at I I 4 I I I PROVIDRDASDJU SHELVE DEEPS ON HEAVY DUTY OO O A6 01 xs xs zs 4. FILLER PANEL. xo xo xo e 3'-0" 3'-0" Y7 =- .+ - - - - -- I 1 - _ _ 5. ALIGN UPPER CABINETS WITH BASE CABINETS. TYPICAL. AVM-U�.�� 6. PROVIDE PLASTIC LAMINATE AT ENDS OF CABINETS. I A2.02 K -- - --- TYPICAL. 2 11 7. PROVIDE 3x3"TUBE STEEL POST AT ENDS OF WALLS TF OF 1� �SC74" ROOM 122 I CONE. ROOM ` OFFICE 2 OFFICE I AND AT 5'-0"O.C., FLOOR MOUNTED FOR HALF WALL AB - 203 2 204 205 I STABILIZER IN STUD CAVITY. TYPICAL AT HALF WAL(S). = 1'-0" 010�D�0zA ro B 9. DASHEDLNELS 3INDICATESOFULL-SIZE REFRIGERATOR 6.02 2 a iv 6.02 2 /MICROWAVE OVEN. OWNER FURNISHED, OWNER RECEIVED I I ase I INSTALLED. 2 jup 203 204 0 � 10. 1"THICK LAMINATE CLAD MICROWAVE SHELF. DN 2 CONFIRM MICROWAVE SIZE WITH OWNER. STA141, R = -e„ -8' 0 2 S 11 DN F 1ryJ= I`� \J 11. PROVIDE SOUND BATTS FULL THICKNESS OF WALL OITYOFTWIN FALA� 201 zo ° 2 a 2 301 O CAVITY. BULDINa ---- RECEPTION t_r 1/2 Jx q� 12. STEEL LADDER. PAINT PS-3. RE: DETAIL 4/A2.04. 206 </7�; OFFICE a O 13. WINDOW PER WINDOW TYPES. 3208 TENANT AREA DI 5/16'NSION THICK STEEL PLATE ASSEMBLY PER 303 DIMENSIONS. SECURE TO SOLID BACKING AT WAL AND TO COUNTERTOP. OFFICE a2b 15. CONTINUOUS 2"x2"TUBE STEEL (CONCEALED) FULLW- - O 16.SIGNAGE OF CBY TENANTP. /OWNER.o m 3 17. 4'-0'H x 8'-O"W MARKERBOARD. "0 3 7 I xtx � 2 C 18. PLASTIC LAMINATE TRAY WITH BOTTOM HINGED FLIP 3 I 2 DOOR - (2)TOTAL. 6.02 a _--__ N 6.02 5'-9" 19. BIFOLD VERTICAL GRAIN VENEER PANEL DOORS - (3) PAIR TOTAL. ALLOW FOR ALL BIFOLD DOORS TO STACK 2' OFFICE +° 2e 1 2'-10" 44 AT BOTH SIDES WITH THE FLEXIBILITY FOR EACH PAIR TO -1- -11 - 1 7 STORAGE c 211 7 D 212 Az.ot 3 20.BE (OVERHEAD PULL DOWN PROJECTION SCREEN. VERIFY "+ ��--- A2.01 --- - SIZE WITH OWNER. -- 210 Az.a2 x+ 3 1 ----- 21. iB"x18"VERTICAL GRAIN DOUGLAS FIR WOOD _ ��q ) PANELING WITH 1/4" REVEALS BETWEEN EACH PANEL. 4 - U RE: ELEVATIONS FOR GRAIN CONFIGURATION. 3'-0" 3'-0" '-10' - 22. VERTICAL GRAIN DOUGLAS FIR PANEL RETURN. ALIGN STORAGE � 223 7 x+ ^ o + I I I I 2 REVEALS HORIZONTALLY. RE: DETAIL 10/A8.02. 228 WOMEN I Az.oz ! 2 STORAGE I 317 j WOMEN j 2 L Az.o2 2 23. STEEL PLATE AT CONCRETE BEAM FOR DROP DOWN ET. MIN WORK ROOM I I I 213 REAK 2 OWERENCE ROOM 317 I 1 304 STORAGE CONF. ROOM CLOUD. RE: REFLECTED CEILING PLANS. B 122 1 1 214 7 °7 215 '° I I I 1 305 306 x4 24.x_xSIZE�COORDINATE SINK WITHBPLUMBERN REFERENCE SCALE: 1 4" = 1'-0" °10zpz0xB 1 1 F ® 1 I I I / 1 I I I iv 1 , SHEET A2.01, REFERENCE NOTE #28. I I zu I t0 n aO 2+E I I 3a I 1 25. RE: ELEVATION M/A2.02. 7 26. WALL STEPS AT THIS LOCATION. 1 I J06 27. RUBBER WALL BASE. z - 1 II 2 _� �\, _ _ 371 x,e �. 0---3 STO V+ 1 I -W-0„- e,_2„ 5 9 11 I 218 2 �\II I I F 2 26 2 3 1 LOBBY la RECEPTION 2 CONFERENCE ROOM 1° L/ LOBBY < '07 RECEPTI 7 7 e / \ ��/1 216 I`I 17 217 219 0 I 308 zb I 307 2b 1 3 7 24 2-z" a I o -6 4-2 1 b�0 , �� RECEIVED N m 4 1 2b 2 2 F .I /--" O �p�. 0 10 _ a ) �J9 I I ---- I V 24 1 CLISTODIALI I I xzz --- a 1 U4 8 2 72 !I1L 18 2003 1 2lir` CUSTODIAL I 1 I 3+o I =0 8 I nr TWIN FALLS 2y5� �i7rt� 309 1 I MENS to a I DEPT. II o I zx, 2 I M IN 1 OFFICE °QS S-f- p�SL+3' I 30o I 310 I OPEN OFFICE M 1 1 j OFFICE 224 10T P ' n°��, DF STAIR 1 2 I 311 x4 4 3-3" 3.-0 2-6 2 STAIR 3,1 xox 1 223 a'_5" .0 o OPo D01�,L. 302 1 - Sox 312 it A2.o F '`GY7� 31 L-J b 27 20� N 1 1 1 - N - r,t 6�6G a - DN - C BREAK ROOM „9 p ; 1 3' 2 20 2 ,e �"' ; ,°» -- 7-- 6REAK So O SCALE: 1/4" = 1'-0" 010R°202C 6.02 A201 HALLWAY OFFICE A2.o1 1 I 6'_<" 0 fi.o2 GENERAL NOTES I 225 2 2 66 I I EN OFFICE ,rf I 230 229 I I 12 3 J7 1 N 7B I 1 0 '-4" N z 3,e FROM CENTERUNE1 UNLESS DOFT STRUCTURAL MCONICRETONS E ARE 7 J4 AND THE CENTERLINE OF METAL STUD FRAMED WALLS. Z - - - � a z - 8 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. 4 a 8 -- _ ] xe xx7 �-- 29 - 3+• its 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP E- -)E - A80t C, Oo 2 8 1 2 2'_6° 2'-6» 2 DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT \t�/ \11/ \„/ i N 1 A6.01 C 3 PRIOR TO WORK. J FFICE 11 3. ELECTRICAL CONTRACTOR TO PROVIDE _ t o 6.02 1t OFFICE OFFICE 227 6.02 zs OFFICE OFFICE OFFICE ELECTRICAL-POWER/TEL/DATA/UGHTING SHOP DRAWING, 0 b 230 2 99 2 I 314 315 316 I LAYOUT AND EQUIPMENT DATA TO ARCHITECT PRIOR TO - - - - - - - 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL m 2 REINFORCING AND SIZES. 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL > 17 t7 ,7 �/ 22 zz yx �'J COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY w 3'-O" r 4 PROJECT PROJECT STANDARDS" FOR CONSTRUCTION AND FINISHES. 7 J NORTH NORTH 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, L 1'_3» 2 N N BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE w THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 27 SECOND FLOOR PLAN THIRD FLOOR PLAN 8. CASEWORK FINISHES WILL BE SELECTED BY W WORK ROOM W E W E ARCHITECT FROM FULL RANGE OF Ml AVAILABLE 211 SCALE: 1 8' = 1'-0" PRODUCTS. O / SCALE: 1 8' = 1'-0" / 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND F-- r 1'-0" 010xexD4D 02 S STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. L TYp. S 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE 3 9 10 10'-8" 14'-8" ACCURATELY ALIGNED AND OPERATE FREELY. O O FIELD VERIFY FIELD VERIFY 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS 7 / ` 0 o t° tG 23 STEEL, SATIN FINISH. US32D, BHMA 630. L v. 3 to ° 1/8" 6"�1/4" 1/8" _6" 1/4" 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO O + WORK. Q II 9 / / / \ i „ 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT - i0 PERIMETER WALLS TO BE CLEANED OF ANY EXISTING O 4 i PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. Q 1 0 __ BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE b ' 24 b o b t 24 17 - t7 C -- DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE O HISTORIC PRESERVATION OFFICE. Q 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN Q `o CONCRETE COLUMNS, BEAMS, AND OVERHEAD z PLACE CO i i y' SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, - EXPOSE CONCRETE TO ORIGINAL FINISH. W Z N J r _1, u O Q 2 17 2'-6" 2'-6" V-8 1/2" 8 3'-0" 3,_0" V-0" 3'-0" 3'-0" 3'-0" 4 ] 2 3'-0" 3'-0" 3'-0" 0 3'-3" 27 6 P8.p2 18 21 1b 27 27 TYP. \/ ] BREAK ROOM 2,4 F WORK/BREAK ROOM 313 WORK/BREAK ROOM 3 33 �02SIM. �_-- - 17 18 '° 02SIM. ------ -- ;; Z O ESCALE: 1/4" = 1'-0 0+oz°zoze SCALE: 1/4" = 1'-0" 0109 G SCALE: 1/4" = 1'-0" �+�>� +e 22 19 � 22 WALL LEGEND J PLAN VIEW Typ PLAN VIEW tp = z FIELD VERIFY FIELD VERIFY �U�CONF. ROOM 111 CONF. ROOM 112 19 1 - 1/4" 1/8" '-6» 1/4" / / A6.02 PRO(.NO.: 01029 18 DATE: -------------� 13 WALL TYPE, RE: SHEET ORAV NBY: 1 A5.01 CHECKED r--------_-, / -- L----/ -----J _ -_.__.... CTLADLWINDOW/E ALUMINUM MkWA30 20 w i i1 i� .i 20 _- --- -- - 8 /�/ 1'7 7/6" O R REVISION: 2. •I \ ' I > \ 5 / DOOR NUMBER, RE: A8.01. 10/ O STEEL STUD AND GYPSUM Q2 12 is 1s i'-y -- 14 BOARD WALL RE: WALL TYPES. 18 21 18 21 / < 1 \ » EXISTING C.I.P. CONCRETE WALL/ Q2 0 .... _ _ / \ COLUMNS. ' NEW CIP CONCRETE WALL/COLUMN. c A9.o2 17 Ae.o2 17 _ iv 14 \ SHEET NO: SIM. SYMBOLS LEGEND 0 18 18 ] 15'-2" F.V. v 19 U PLAN EW v 22 19 1° FE FE v PLAN v 22 t° A8.02 216 L O SECTION'b 113 03opp O O FIRE EXTINGUISHER. `■ CONF. ROOM 203 (�y�CONF. ROOM 306 LOBBY OBopp 308 NFERENCE ROOM „2 �SCALE: EK120 ® FLOOR DRAIN. RE: SCALE: 1/4" = 1'-0" 0701 1/4" = 1'-0" 01°5UML 1V1 SCALE: 1/4" = 1'-0" 010R°1°m' �V SCALE: 1/4" = 1'-0" o,onzmn 4" = 1'-0" °+ FD PLUMBING DRAWING. n REFERENCE NOTES Q °� 1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD O F1 THIS SPACE. TYPICAL 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL ECEIVED 6.02 3AW ALL TILE. RE: ROOM FINISH SCHEDULE, SHEET 2 I 1AY 15 2003 10 10 10 A6.o1 6 44. COVE BASE TILE. TYPICAL. _ 5E SE LE TEDD BYARCECT.EN. COLOR AND STYLE TO 4 HUNG URINAL I 6. FLOOR NCHO RED HITOVERHEAD BRACED TOILET P 1 PARTITIONS. COLOR AND STYLE TO BE SELECTED BY ,c•Hli �� FF s 3 1 13 13 ARCHITECT. D 7. 1-HR. CONSTRUCTION. I 29 2 2 29 8. HOT WATER HEATERS. COORDINATE SIZE AND AR-1835 {- y�; INUMBER WITH BUILDING AND HOT WATER NEEDS. DESIGNhB OFFICE OPEN OFFICE OFFICE BUILD BY PLUMBING CONTRACTOR.103 104 105 9. DASHED LINE INDICATES ELECTRICAL/MECHANICAL105 CHASE AT CEILING/FLOOR ABOVE. CHASE SHALL BE CONTINUOUS TO ROOF DECK AND MAINTAIN A 1-HOUR _ _UP _ _ _ _ ENCLOSURE.DN 2 10. 6" CONCRETE MASONRY UNIT INFILL. AT EXTERIOR 13'-5" 0ae STAIR I 1 107 SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE 2 o WALL. TYPICAL 7'-5" 5'-0" � --` 1 11 i f 11. EXISTING CONCRETE FOUNDATION WALL. -- OFFICE O Z 12. EXISTING PLASTER/LATH WALLS TO REMAIN. PATCH STORAGE I 004 ' OFFICE + 2 107 AND REPAIR ALL DAMAGED AREAS AS REQUIRED. ADD NEW WHERE PLASTER IS MISSING, SO WALL IS ONE EVEN STAIR D F1061 PLAIN. FIELD VERIFY. 001 N U I I 13 13. REMOVE PAINT TO EXISTING BRICK (EXTERIOR WALLS) OF SPACE WITH APPROVED CLEANING AGENTS - CONSULT < N�O WITH WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST ^� -�- - FLOOR. rn Q 14. EXISTING HANDRAIL/ GUARDRAIL TO REMAIN - PREP. a0m 2, AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. 6.02 15. DOOR PER FLOOR PLAN. 0� MECHANICAL O OFFICE 2 O Uj IT 16. RADIUS POINT. moo C I s 4-7 13 17. PROVIDE 3" x 3"TUBE STEEL POST, PS-3 AT ENDS Q� �t 1 0 ELEV. 108 1 OF WALLS AND 5'0" O.C. FLOOR MOUNTED FOR HALF 6.0 9 I VEST. --- - A2i0e .01 WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF t 5 109 JS 18. NO y_LL _ _ _ _-_ 4 _x _ I _ ---- ,� 4- - - I - - - ---- ---- 4 WALL TYPE(S).SOUND ATTENUATION BLANKETS OCCUR AT THESE m o - r ssl , 1 12� O barrel vd{tP4Z d2f{�GaQ CQaaraAlca• w E 20. EXISTING VAULT. p 8 5 G,y°,yreg2, I I z H 2 CONFEREN2E ROOM ,ate 21. WOOD PANELING FLUSH TO WALL. ► 1 CAD" NI&,q per / RE AT THIS ROOM/CHASE TOP OF WALL WILL NOT V H D 5 11 O � z4a4 / cock .��--� ( ® CUS I A202 2 J u RECEIVE DETAIL TIGHT 2. CLOSE RATED WALL 1B 1 mee{ r U/reMe/7/5 / GSL FD I O O CONSTRUCTION TIGHT TO EXISTING DECK. �>: I . HQ RN I , to ��1_�cpry� �/ dLGIT P�' 116 ®) SMALL O ( 22. W00 BASE BLOCKING AT THESE E IPM N ��J rL '�• I I „z A2.02 N ROOMS/WALLS/CHASES. „e ICONF. RM. I 5 I /yfpr iLptyry, G(f3C : O I W zo 25 23. SURFACE MOUNTED FIRE EXTINGUISHER, IN gal ABC. I..' 005 I H v d C; lUhk /-/L1 ZUIt�/' I I 5 n 11 O I 1 11 ! J SIM. FIR SEMI-RECESSED FIRE EXTINGUISHER CABINET AND Q 21 22 I 007 = /T� FIRE EXTINGUISHER, 5 gal ABC. 0 Cpy/$Jj^LY c f�D-h, �Il/ - - - ,: - - -- -----� 5 1 25. NO CONCEALED MARKERBOARD CABINET AT THIS pFE `� e ae I +® -,1„ `- ---- �/ WALL. ,,. ON `I /YZK7JuA�'�W�lYf 909.G.2 .c.,� 909•G•3 o�j F t0 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR T z 1 2 2 TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL •l• N 15'_6' , I 1 RESTROOM FIXTURES AND SINKS, AND DRAINS AT OTHER mM DN� a RECEPTION LOBBY ROOMS IN THE BUILDING. ALL FIXTURES SHALL BE ADA r , < LOBBY 114 115 COMPLIANT, COMMERCIAL GRADE WITH POLISHED CHROME U I I I „s 113 ' I 114 � ne FITTINGS. INSTALL IN COMPLIANCE WITH THE UNIFORM V I I LOBE I I K�9 I I I 2 I 7 PLUMBING CODE AND LOCAL JURISDICTION. 0, r 0SUPPLY AND co V) 03 -= = I i11b, -, ---- --- -- I a -_-_ 4-7" 8-1 0 /'1 E WASTE SE FOR ADASAFETYC OOVER MPLIANCENAT SIK HANDY-SHIELDis� " < �o - -� ---- I 111 MENS I A2.o2 11P - ---- ---- OR EQUAL.28. RE: ELEVATION M/A2.02. -- Q N" 29. INTERIOR FURR OUT AROUND EXISTING STEEL I I 11 2 ��2 SLIDING DOOR, 6" STEEL STUDS AT 16" O.C. WITH 5/8" I I 1 TYPE "X" 6 WS AT INTERIOR WITH VAPOR RETARDER, R.19 STAIR I I I STAIR I 102 I_BREAK RM. 1 FFICE 0 O UNFACED BATT INSULATION, 5/8" GYPSUM SHEATHING, 002 I ! I Q 02 I 2 FD I ,19 F �•0Y AND 15 lb. BUILDING PAPER AT EXTERIOR SIDE OF FURR _ 120 OUT (BEHIND STEEL DOOR), TYP. ADEQUATELY SEAL OFF --��- r - - ----- - --- 6•7 x, 1 EXISTING DOOR TO ANY POTENTIAL WATER/MOISTURE I -I- tDz I rn N zo 13 PENETRATION.gyvi A202 \ p- A 1 ---- ---- / y I I I 2 WORK R00Y'D 0 2 O°123 A2.01 ENE E 2 GENERAL NOTES 7 10 s.O2 I I STORAGE 122 ,zz 1; w s.Q2 I I 0 OFFICE 1 I I i I 121 `I 123 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS V) I i OI IN 14 O AND THE CENTERLINE OF METAL STUD FRAMED WALLS. tza 7 32 7 2 FI ELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS L i --- 2 MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP V �---- -----� - DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT rJ 6 27 2,_g„ 2 1R� 2 PRIOR TO WORK. A6. A6.01 OPEN OFFICE 3. ELECTRICAL CONTRACTOR TO PROVIDE z ♦� OFFICE 125 OFFICE O ELECTRICAL-POWER/TEL./DATA/LGHTING SHOP DRAWING, 6.02 4 LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO Q 124 126 o WORK. 6.0 I STORAGE 2 2 z REIN ORC STRUCTURAL RUCTURA ZE DRAWINGS FOR STRUCTURAL 013 12 z 12 J O -5' 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. (�II 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL - - - ------ - - - --- -- -"'1--- - -- ---- - - - - -- - - --- COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY 1z6 O STANDARDS" FOR CONSTRUCTION AND FINISHES.O O O 4 15 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE THAT CASEWORK CAN BE SUPPORTED O A INDICATED. V i 8. CASEWORK FINISHES WILL SELECTED BY ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE w I PRODUCTS. 7 c / 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND L STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. u 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE Q NP EWORK. ]E ACCURATELY ALIGNED AND OPERATE FREELY. W Q 12. ALL HIARDWA E COMPON NTSWIRE DOOR PULLSOSHALL BEALLDS STAINLESS LL (w STEEL, SATIN FINISH. US32D, BHMA 630. V 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO WORK. LL O 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT PERIMETER WALLS TO BE CLEANED OF ANY EXISTING O PROJECT PROJECT PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. 7 ' NORTH NORTH BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE L v N N 7 DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE L HISTORIC PRESERVATION OFFICE. BASEMENT FLOOR PLAN e FIRST FLOOR PLAN 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN 0 w F PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD IN E IN E SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, O L SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" EXPOSE CONCRETE TO ORIGINAL FINISH. o > V) S �M 27 S WALL LEGEND O Q p QZ LUZJ J N \. A6ILLDING SECTIONS, RE: SHEET r ' O J ,�/ M 1 7 21 22 5 5 5'-0 1/2" 3'-0" 3'-5" 3 VF (A1 LL LL a 110 O C L Z O ' - - -- - H WOMEN'S RESTROOM 28 304 --� AS0 TYPE, RE: SHEET N _ O '? 7 21 22 N 1 2 7 zt 22 0 A SCALE: 1/4" 1'-0" 01OU201A STEEL FRAME /ALUMINUM WOOD 2 v I L = F O CLAD WINDOW, RE: A3.01 k A3.02 15 A2.01 B B 0 I + O PROD.NO.: OI029 7 p FD DOOR NUMBER, RE: A8.01. 5 a t 28 3-0 3-6" O rn £ * "L �e DATE: 06IO2 0 10 .01 A 4 � 5 ' � I DRAWN BY: L.W. c I F 5 6 - a B a p a a CHECKED BY: S.J.S. C ® c iv iv N N 'a n n STEEL STUD AND GYPSUM FILE; 01029A201 1 0 B BOARD WALL. RE: WALL TYPE$. REVISION: 15 `ol o Qq Q Q Qp Q ZL Q - EXISTING C.I.P. CONCRETE WALL/ Q10/14/02 H n I B-6806.99 x 36 B-6806.99 x 42 B-2888 8-254 B-211 B-262 B-293 B-293 x 34 COLUMNS. Q12 09 02 ,q 1 2 7 21 22 27 i+, 2 / / iv Lj G F iv 2 i1 A GRAB BAR PEENED GRIP (36") G PAPER TOWEL DISPENSER AND NEW CIP CONCRETE WALL/COLUMN. Q3 04/14/03 iv _--- !,1 - - B GRAB BAR PEENED GRIP (42") H TILT MIRRORTACLE 24 x36"ADA COMPLIANT 4 / / - 7 I N C TOILET TISSUE DISPENSER ( ) Q05 14 03 N D SANITARY NAPKIN RECEPTOR J CUSTODIANS UTILITY SHELF SYMBOLS LEGEND 5 5 2 21 22 TOILET ACCESSORY F SOAP DISPENSER (WALL MOUNT) 1 2 7 21 22 3 3'-5" 3'-0" 5'-0 1/2" SHEET NO.: 0. 10'-6" 1 00 ,D'-6" 1 88 18 MOUNTING HEIGHTS FE FE 213 222 4 2� SCALE: 1/4" = V-0" ALL ACCESSORIES SHALL BE STAINLESS STEEL WITH CONCEALED Q 0 FIRE EXTINGUISHER.N ^ n O1 ENLARGED RESTROOMS 304 28 ENLARGED RESTROOMS 3,D B MEN'S RESTROOM 3,D FASTENERS. RECESS WHERE WALL CONSTRUCTION ALLOWS. ■ INSTALL O HEIGHTS COMPLIANT WITH THE ADA. PROVIDE ® FLOOR DRAIN. RE: No SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" olozozo,s "BOBRICK"TOILET ACCESSORIES OR APPROVED EQUAL FD PLUMBING DRAWING. N I I I Q Q Q Q REFERENCE NOTES 1 I 1 n I 1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD , - THIS SPACE. TYPICAL. h1 0 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL op0 IS 2 1 CAVITY. 3. WALL TILE. RE: ROOM FINISH SCHEDULE, SHEET to to o A6:P7 4.4.°COVE BASE TILE. TYPICAL. 1 -------- _ � COLOR STYLE t AL HUNG URINAL SCREEN C LO AND TO LijBE SELECTED BY ARCHITECT. •� ( 6. FLOOR ANCHORED OVERHEAD BRACED TOILET R ECEIVED Building Plans 3 1 12 t3 PARTITIONS. COLOR AND STYLE TO BE SELECTED BY i REVIEWED I 13 ARCHITECT. I T MAR 2 0 2003 I I 29 2 2 29 8. HOT WATER HEATERS. EATERS. COORDINATEI N SZEAD _ hw,u ante With �� 'Jit.1k [F. Cr'OrR1, I NUMBER WITH BUILDING AND HOT WATER NEEDS. DESIGN AGe7r-P' formBuildingCode B OFFICE OPEN OFFICE OFFICE z BUILD BY PLUMBING CONTRACTOR. sA�'J-l'IA 1 4'-' 9. DASHED LINE INDICATES ELECTRCA MECHANICAL P All Construction 6.02 I 03 104 105 tcl to Field Inspection I ® 1Ql a' ,os CHASE AT CEILING/FLOOR ABOVE. CHASE SHALL BE h -- - - ---- ----- , °f +7 ' CONTINUOUS TO ROOF DECK AND MAINTAIN A 1-HOUR --� 2 1 ENCLOSURE. DN 10. 8° CONCRETE MASONRY UNIT INFILL. AT EXTERIOR 13'-5" -- _ J STA 1De •I. 1 •107 SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE 1 I 1 I +o+ 101 ' ^ ,1i^ " N O 2 Z WALL. TYPICAL, CONCRETE FOUNDATION WALL. 1'-0" 7'-5" 5'-0' ' LIBRARY 1 7-a 2 OFFICE O 12. EXISTING PLASTER/LATH WALLS TO REMAIN. PATCH STORAGE I I �`---- 1 I AND REPAIR ALL DAMAGED AREAS AS REQUIRED. ADD STAIR 004 106 107 NEW WHERE PLASTER IS MISSING, SO WALL IS ONE EVEN 001 .I U w,� I I I 0) 18 I 17 3 73 13. REMOVE PAINT N. FIELD I TO EXISTING BRICK (EXTERIOR WALLS) � I I I i - - • SPACE A T - CONSULT <4 0 SAC WITH APPROVED V CLEANING WALLS S CON o� -- ----- -- --- [�-- 3 -- - ---- -- --- ---- ----- -- ---- - --� 3 I WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST � ^0i ---- ----- --- -----� ALL INSPECTION REQUEf iS �J FLOOR. M 3 1 14. EXISTING HANDRAIL/ GUARDRAIL TO REMAIN - PREP. 00M 1AUST BE CALLED IN ON THE C l 2 2 2 AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. INSPECTION REQUEST LINE 6.02 2 15. DOOR PER FLOOR PLAN. Uj 0- PHONE: OFFICE 16. RADIUS POINT. =N C PHONE:735 7333 +e 4'-7" „ o 007 108 73 OF PROVIDE 3" x 3"TUBE STEEL POST, PS-3 AT ENDS QN 6.0 9 E� OF WALLS AND 5'0"O.C. FLOOR MOUNTED FOR HALF 0` 18 5 5 18 VLSI. --_ - A2.01 WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF Ln 109 �O ` --- `° m 2a WALL(S). h 4 109 ' 14 1 18. NO SOUND ATTENUATION BLANKETS OCCUR AT THESE ` LL - >:� - -- +�� ---- -----� "-.--------_____--� -. -- - - - ` 2 22 N O T t r _--^ 33 t I �" " E ,1 \/ 19. EXISTING VAULT. in 18 5 I s i6 '�'--E I I ' 2 V' H ' 2 CONFERENCE ROOM 1 14. 20. WOOD PANELING FLUSH TO WALL. / 1 ",,,a,,,T I °P"^ I I 112 TyP 21. AT THIS ROOM/CHASE TOP OF WALL WILL NOT �./ 5 FFIIRE PROT IIQN °wn" "m.w sn" '°"'^' I CUS A2 02 2 RECEIVE DETAIL 5/A8 02 CLOSE RATED WALL 006 1 H D SYSTEM, RI�K KM, I s- PmAwx,�,,,,, I _ 116 FD 1 O J O CONSTRUCTION TIGHT TO EXISTING DECK. w ELE�q IN SSMM LL 22. NO WOOD BASE BLOCKING AT THESE EQUIPMENT t ,5 18 I 008 5 ,8 x. ""'°"°""^"°" aFFx.._ I s I yy ®I �CONF iM. 2 A2.02 N ROOMS/WALLS/CHASES. 24. - EXTINGUISHER CABINET AND I , _ 21 22 I D0v 0015 - - I 5 FRE SEMI-RECESSED UE HE RE DS EgaIEIABC.EXTINGUISHER, N 0 „ 1 I 20 25 INGUISHER, 10 gal I - - ----- 5 - -I - - - ---- ---- 25. NO CONCEALED MARKERBOARO CABINET AT THIS „ ,,, J M. o03 2- 2'-3 1 FE2 3„ 2,-3. 2,-3„ 38 I 13 It".I WALL. Z ON 4'-0" 5'-9" 5'-11" 5'-1 1" 5'-9" F I ,0 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR _ 1 I 1 2 1 2 TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL I I ' � ' I'® I I � RECEPTION LOBBY RESTROOM FIXTURES AND SINKS, AND DRAINS AT OTHER mrn I,J. 000 DDG 23 O,o 011 012 _ "DIN LOBBY I " ROOMS N THE BUILDING. ALL FIXTURES $HALL BE ADA rnN LOBBY 22 I 7 I,i TALL. SERV. 114 115 COMPLIANT, CQMMERCIAL GRADE WITH POLISHED CHROME U w1 / +,3 113 ' I +ta 1 t,s FITTINGS. INSTALL IN COMPLIANCE WITH TI1E UNIFORM ELECTRICAL I n ro 011 I I 2 I 7 PLUMB AND LOCAL JURISDICTION: C7r`t 003 006 I O O I -4 4-7" 8'-i 7. PROVIDE SAFETYCOVER AT SINK SUPPLY AND mM o 3e I 1F ____ 1 c -{�g�) WASTE LINES FOR ADA COMPLIANCE. "HANDY-SHIELD" JOB SITE PLANS -I ---- I .I --- \J EQUAL.OR 28. RE: ELEVATIONM/A2.02. ¢ �� O O 22 O O Plans must be on Job 29. INTERIOR'FURR OUT AROUND EXISTING STEEL `V v 17 22 22 ;2 22 TEAL./SERV. 1 I I " MENS ° A2,02 11p 2 2 SLIDING DOOR, 6" STEEL STUDS AT 16" O.C. WITH 5/8" " I � 1 01 z Site for all inspections. 1 I I , I STAIR I«; 22 1 7 7 7 ^ I I REAK RM. Q TYPE "X" 6 W8 AT INTERIOR WITH VAPOR RETARDER, R.19 ao I 1 1 1 m STAIR I ,oz 1 I I •� i. 7 1 s FFICE O UNPAGED GATT INSULATION, 5/8"GYPSUM SHEATHING, 002 I I 102 2 FD -� 119 F 120 A202 AND 15 lb. BUILDING PAPER AT EXTERIOR SIDE OF PURR W 8 : OUT (BEHIND STEEL DOOR), TYP. ADEQUATELY SEAL OFF > 5; EXISTING DOOR TO ANY POTENTIAL WATER/MOISTURE -I- Dz I ---- m N zo 13 PENETRATION. W w ' ---- Gil) LU A A z . � 23 D9 °'° ]III M oRK Roo,9 TEL./SERV 4 6LL 2 GENERAL NOTES J 6.02 I t I 10 6.02 I I 7 OFFICE 122 22 2 1 STORAGE 123 W I I . I I 121 .1 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN TEL \ FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS (� 7 N 2 O� AND THE CENTERLINE OF METAL STUD FRAMED WALLS. ---- _ I 2 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. 009 3z --- <. `----- ----- J---�- ---- - -- -- -- 8 11 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP `J 5 1 6 ` 27 I +zee 125 DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO WORK. A6.01 I A6.ot (� OPEN OFFICE 125 3. ELECTRICAL CONTRACTOR TO PROVIDE Z l' 1 �' 1 g ELECTRICAL-POWER/TEL./DATA/UGHnNG SHOP DRAWING, s.o2 OFFICE OFFICE O 9 6 0 I STORAGE I I 124 126 I o LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO Q WORK. I ' 2 2 F 4, RE: STRUCTURAL DRAWINGS FOR STRUCTURE I 013 -5, 14 z REINFORCING AND SIZES. J O 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL 125 - - ----� 9 1 COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY O �J STANDARDS" FOR CONSTRUCTION AND FINISHES. i O O O 1 (D O 1 15 1 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, ' I BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 'A y ' i 1 1 8I CASEWORK FINISHES WILL BE SELECTED BY `} V) -- ------ -- --------r-------T ------q� --------- ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE / W I { I PRODUCTS. 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND Z Li STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. Q 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE TYp, ACCURATELY ALIGNED AND OPERATE FREELY. L1,1 W 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS 2 :1 630. .FELD SATIN VERIIFY ALL CASEWORKHMA OMENSIONS PRIOR TOWORK LL �\ 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT PROJECT PERIMETER WALLS TO BE CLEANED OF ANY EXISTING O NORTH PROJECT PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. , NORTH BRICK SHALL BE CLEANED IN LE TO THE I WITH THESE Z v N N HISTORIC NTS AND PRESERVATION ACCEPTABLE OFFICE.E TO THE IDAHO STATE BASEMENT FLOOR PLAN 6 FIRST FLOOR PLAN 0 uw 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN W E F PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD W E SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, O SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" EXPOSE CONCRETE TO ORIGINAL FINISH. Q Z > = ,Q cn s �M 27 S WALL LEGEND Z Q p Z Lu Z Q N N BUILDING SECTIONS, RE: SHEET CL in 1 7 21 22 5 5 5'-0 1�2 3'-O" 3'-5" 3 u O A6.02 ✓ (A LL 4L 4 110 O Q 1 •".L; N - - ---- 213 WALL TYPE, RE: SHEET 2i zs - -- - - N H N'S RESTROOM 26 30 `� "�•°' N 1 7 21 22 G 4 ' (A)_�SC �/14" _ -0" ^01022201A O STEEL FRAME/ALUMINUM WOOD = V F 1 - CLAD WINDOW, RE: A3.01 &A3.02. 15 A2.01 B 5 B 1 FD 26 DOOR NUMBER, RE: A8.01. 7 D I Q . O PROD.NO.: 01029 a, .01 A 5 1 i 3_° * ' re DATE: OBI02 a' 4 DRAWN BY. L a < e °a ❑ N CHECKED BY: Sp 5 t J STEEL STUD AND GYPSUM FILE 01029A201 D ^ BOARD WALL. RE: WALL TYPES. H 7u\ o A B C D F p H J EXISTING C.I.P. CONCRETE WALL '/� REVISION: ,5 I 0 0 l 0 0 / - -I, 1 2 7 III P4 27 M B-6806.99 x 38 B-BBp8.99 x 42 8-2888 B-2 4 8-211 8-282 8-293 8-293 x 3¢ COLUMNS. Q1 10/14/02 G F N 2 N A GRAB BAR PEENED GRIP (36") p PAPER TOWEL DISPENSER AND NEW CIP CONCRETE WALL/COLUMN. Q2 12/09/02 1/` � B GRAB BAR PEENED GRIP 42") WASTE RECEPTACLE -- 7 .. I M1 ,C C TOILET TISSUE DISPENSER H TILT MIRROR (24"x36"ADA COMPLIANT) �03 /� N D SANITARY NAPKIN RECEPTOR J CUSTODIANS UTILITY SHELF 5 5 '.2> 21 22 TOILET ACCESSORY F SOAP DISPENSER (WALL MOUNT) SYMBOLS LEGEND 3 3'-5" 3'-0" 5'-0 1/2" MOUNTING HEIGHTS SHEET IVO.. `. E Go 1o'-a" 110 10'-8" 118 a 116 FE FE w ®� 213 222 222 SCALE: 1/4" = 1'-0" FIRE EXTINGUISHER. ,f/.oa` r� s ALL ACCESSORIES SHALL BE STAINLESS STEEL WITH CONCEALED 0 - ` ENLARGED RESTROOMS 304 ENLARGED RESTROOMS 310 MENS RESTROOM 26 3,p FASTENERS. RECESS WHERE WALL CONSTRUCTION AL QOWS. B S �� INSTALL® HEIGHTS COMPLIANT WITH THE ADA. PROVIDE ® FLOOR DRAIN. RE: y GALE: 1/4" = 1'-0" SCALE: 1/4" 1'-0" B SCALE: 1/4" = 1'-O" 01020201E "BOBRICK"TOILET ACCESSORIES OR APPROVED EQUAL. FD PLUMBING DRAWING, m 0 N QA Qe cQ DQ Y Q QQ REFERENCE NOTES Q °'°° IA I I I o 1 PROVIDE WATER RESISTANT GYPSUM WALL BOARD THS SPACE. TYPICAL. "0 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL 6.02 CAVITY. 2 I 3. WALL TILE. RE: ROOM FINISH SCHEDULE, SHEET AS.10 10 I 10 I O 1. A6.01 15 t4 I 44 COVE BASE TILE. TYPICAL. COLOR AND STYLE TO I E C E I V E D --- - ....._,. �. ' �/ , , -- - -__ - ---- -- ------ - --- -� BE SELECTED ARCHITECT.SCREEN. DEC 0 9 2002 \J HUNG URINAL -• .:: ;.a '" ED 81'ARCH 6. FLOOR ANCHORED OVERHEAD BRACED TOILET PROf 0ilay OF T11 SFALLe 1 PARTITIONS. COLOR AND STYLE TO BE SELECTED BY T�. BIALDiAG OEPT. 1 1= 13 t3 I ARCHITECT. 3: I 7. 1-HR. CONSTRUCTION. 29 2 2 29 8. HOT WATER HEATERS. COORDINATE SIZE AND i l B I I NUMBER WITH BUILDING AND HOT WATER NEEDS. DESIGN OFFICE OPEN OFFICE OFFICE BUILD BY PLUMBING CONTRACTOR. PrIL.`I o _ 6.02 I 103 4-1" 104 105 7z 9. DASHED LINE INDICATES ELECTRICAL/MECHANICAL 1 I 1oa "m tos CHASE AT CEILING/FLOOR ABOVE. CHASE SHALL BE 81NF' ' CONTINUOUS TO ROOF DECK AND MAINTAIN A 1-HOUR __ __ I _UP _ _ 10 � _ 17 _`� _ _ -��p\) ENCLOSURE. --------- - - --- - "---�-- - ---� 2 ON �/ 10. 6" CONCRETE MASONRY UNIT INFILL. AT EXTERIOR STAIR I Al toe 0 < I tm SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE 2 WALL, TYPICAL. 001 I { tm N 1 LIBRARY ^ ¢°^/ N OFFICE O Z 12. EXISTING P11. EXISTINGOLASTER/LATHUNDATION WALLS TO REMAIN. PATCH 1 STORAGE I 106 T-4" 2 107 AND REPAIR�6L�DAMAGED AREAS AS REQUIRED. ADD NEW N LASTER IS MISSING, SO WALL IS ONE EVEN 1 004 i i 17 3 "FIELD VERIFY. %10 /3 13. REMOVE PAINT TO EXISTING BRICK (EXTERIOR WALLS) 1 OF SPACE WITH APPROVED CLEANING AGENTS - CONSULT cV 0 oot 1 ' - _- - WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST `t 3 FLOOR. MQ 14, EXISTING HANDRAIL/ GUARDRAIL TO REMAIN - PREP. CL °Dm 1 `'• i C , 2 2 ` 2, AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. M 2 15. DOOR PER FLOOR PLAN. �.-. MECHANICAL 6.0 18 OFFICE z 4•_7•• 3 „ 16. RADIUS POINT. 20 17. PROVIDE 3"x 3"TUBE STEEL POST, PS-3 AT ENDS QN C 607 ELEV. 108 1 OF WALLS AND 50" O.C. FLOOR MOUNTED FOR HALF 0� A2.01 WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF 6.02 9 6 5 5 18 VE 9T. 3s - \ WALL(S). N W 24 �� IN 4 r"--- �4,l 18. NO SOUND ATTENUATION BLANKETS OCCUR AT THESE m - - - --- t: --- - - ----C 4 ) ---- - - - ----- ---- - -- WALL TYPE(S). �J 35 ( 1 M I 1IEIi J 20. WOOD PANELINGFLUSH TO WALL. DI CONFERE ROOM 4 U 11 18 5 2 22 5 18 I I j 2 V' H 2 12 TYP RE AT THIS ROOM/CHASE TOP OF WALL WILL NOT 2 RECEIVE DETAIL 5/A8.02. CLOSE RATED WALL 5 FARE PRQTE�TIQ�J I ® CUS FD Az.oz J O CONSTRUCTION TIGHT TO EXISTING DECK. I""I""I ' oos I D SYSTEM, RISER RM. 116 I 22. NO WOOD BASE BLOCKING AT THESE ;.: H 18 78 008 I ®I I SMALL A2.02 N ROOMS/WALLS/CHASES. ' U" M� 1 5 5 ,8 I 6 I W IGQNF• M. 23*20 O 25 24. SEMISUR-RECESSED SSEDCE �FIRE EXT FIRE INGUISHER CABINXTINGUISHER, 10 ET AND al C (' 005 I H I - I 5 ++ 110 I 111 111 I J SIM. FIRE EXTINGUISHER, 5 gal ABC. 21 22 I ,,,. om _ ooa 25. NO CONCEALED MARKERBOARD CABINET AT THIS -- - -- ,.� `. ---- w WALL. OI I z ao3 i 2- I 2-3" I 2'-3' E2-3" I 2'-3" 2'-3" I �. 36 t I -11 � I I to 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR � Z DN 4'-0•' S'-9" 5'-11" 5'-11" 5'-9' I F 2 2 TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL < RESTROOM FIXTURS AND SINKS, AND DRAINS AT OTHER m I I � I"° � TIQN LOBBY ROOMS IN THE BUILDING. ALL FIXTURES SHALL BE ADA at ooe om o11 otz DN I I 115 COMPLIANT, COMMERCIAL GRADE WITH POLISHED CHROME • 113 113 114 ' ,1s FITTINGS. INSTALL IN COMPLIANCE WITH THE UNIFORM (0 ' t 22 ooe zs I 7 I i TEL./SERV. j I PLUMBING CODE AND LOCAL JURISDICTION. om I LOBBY F 7 27. PROVIDE SAFETY COVER AT SINK SUPPLY AND •• L.G. Opr 003 ELECTRICAL I a I I 011 36 I I -1" G //�� WASTE LINES FOR ADA COMPLIANCE. "HANDY-SHIELD" •• v1� 006 I p�1 -_� - - - - ---- ---� OR EQUAL. �O ,.4! -- - ".: - -- --- 6 i 28. RE: ELEVATION M/A2.02. Q N 21 a I n NSi ne .I I 29. INTERIOR FURR OUT AROUND EXISTING STEEL 11 1 O z2 22 22 - TEL SERV. I I c az.oz / I I I „ I 2 2 I SLIDING DOOR, 6"STEEL STUDS AT 16" O.C. WITH 5/8" T TYPE "X" 6 WB AT INTERIOR WITH VAPOR RETARDER, R.19 I' I 012 ST I I BREAK RM. 7 Q O UNFACED &4TT INSULATION, 5/8"GYPSUM SHEATHING, STAIR 1 z2 t 7 7 7 7 7 FD I 119 F FFICE AND 15 lb. BUILDING PAPER AT EXTERIOR SIDE OF FURR 002 aoz Y I ° 02 I - 120 02 OUT (BEHIND STEEL DOOR),TYP. ADEQUATELY SEAL OFF I' I ----_ _- - - - -- -- 6.7 -,\ z, � ---- _ fi I EXISTING DOOR TO ANY POTENTIAL WATER/MOISTURE I_ 7 I I B 1 zo 13 PENETRATION. ` - -- -C-- A Az.oz I - - - - - -- - - -- - 7 > - �/ -a' �. � -I- 19 TEL./SERV. I p I ? I 9 010 I (�?n Azo1 7 ORK ROO T 2 6.02 I I 0 6.D I I 122 2: OFFICE I GENERAL NOTES L J STORAG ,; 1 I I I 123 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN � I T IL/SERV FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS . (n O AND THE CENTERLINE OF METAL STUD FRAMED WALLS. 009 . 121 I I 3z I m 7 2 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. ----- cr`. --- tl 1 - - �+ 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP q ---- -----� ))L �----- - I •I i I � DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT -- ----- 6 J 2T 2 tza aze 2 PRIOR TO WORK.5 ^ ' I ; A6.0 C OPEN OFFICE 3. ELECTRICAL CONTRACTOR TO PROVIDE Z 1..� A6.01 I I I 1 i� 125 6 ELECTRICAL-POWER/TEL./DATA/LJGHTING SHOP DRAWING OFFICE , 6.02 OFFICE O LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO r C STORAGE I I 124 126 I g WORK. L 6.02 2 2 z 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL 013 AIINSPE REQUEM tz tz -5. 1z REINFORCING AND SIZES. O MUST BE AL IN ON THE 5. FIELD VERIFY ALL DIMENSIONS PRIOR R WORK. O 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL ---- --- ---------"--�--- - .-- � INSPECTI NRE "VESTUNE 13 -� COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY PH NE:735�333 Ot Ot O O O is STANDARDS" FOR CONSTRUCTION AND FINISHES. 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOTKING, FURRING CAN BE SUPPORTED AS IAND REINFORCEMENTS T ENSURE W ` \ I 8. CASEWORK FINISHES WILL BE SELECTED BY ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE THA -- --- - - ----r---- --� --- �� - Building---- ' I I I 9 Plans 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND v T C E REVIEWED STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. Q - 1. For ._ . .. ... .....,..: __. ,,,d xw„•..e ora I`I TYP. CoMo4i With INSTALL CASEWORK 10. DRAWERST HAT ARE UnTOnn Bs ACCURATELY A ED AND OPERATE FREELY. WngCode 11. PROVIDE WIRE DOOR PULLS ON A CASEWORK W All Construction 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS 2 +°W�' I P" P •`""w"� Subject to Plaid lncPectlan STEEL, SATIN FINISH. US32D, BHMA 630. r v -h a 3 13.WORK.FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO LI -- --�- 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT_ � O O J SI E PLANS �,'� PERIMETER WALLS TO BE CLEANED OF ANY EXISTING PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. / , Plans St be on Job BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE v DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE O Site r ail inspections. HISTORIC PRESERVATION OFFICE. 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN W 6 F 7PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD PROJECT PROJECT SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, O NORTH NORTH EXPOSE CONCRETE TO ORIGINAL FINISH. = i " BASEMENT FLOOR PLAN N p ' 27 FIRST FLOOR PLAN N WALL LEGEND Q p Z w E SCALE: 1/8" = 1'-0" W E LU SCALE: 1/8" = 1'-0" Z N S f�, � S J � iv BUILDING SECTIONS, RE: SHEET r , O J A6.02 V_ < '-0 1/2" 3'_0" 3•_5.� 3 M 1 7 21 22 5 5 ^ 4 110 Li LL7 ---El 0 LL TYPE, RE: SHEET O ` O H WONT NIS RESTROOM<2e> _J '? 7 21 22 "' G 4 A STEEL FRAME/ALUMINUM WOOD 2 V N 1 2 7 21 22 SCALE: /4" = 1 -O Ot°xD201A O CLAD WINDOW, RE: A3.01 & A3.02. F B 15 A2.01 B 5 0 � O DOOR NUMBER, RE: A8.01. PROJ.NO.: 01029 7 0 I m 1 FD 26 : 3'-0" * r 3F6"- 6"- 6 � � DATE: 08IO2 rn .01 A 5 DRAWN BY: L.W.q rn `o o B ❑ a a 'n ® iv N N o I CHECKED BY: S.J.S. c 0 _ STEEL STUD AND GYPSUM FILE: 01029A201 1 0 8 BOARD WALL. RE: WALL TYPES. REVISION: - o A Q Q Q Q Q Q Z EXISTING C.I.P. CONCRETE WALL/ 15 o COLUMNS. 1 H H i� � B-6806.99 z 36 8-6806.99 x 42 8-2888 8-254 B-211 8-262 8-293 8-293 x 34 Q 10/14/02 1 1 2 7 21 22 n jt A GRAB BAR PEENED GRIP (36") G PAPER TOWEL DISPENSER AND NEW CIP CONCRETE WALL/COLUMN. Q2 12/09/02 G F I 2 WASTE RECEPTACLE tj _-_ _- _ '••" B GRAB BAR PEENED-GRIP (42") H TILT MIRROR 24"x36"ADA COMPLIANT \ N C TOILET TISSUE DISPENSER ( ) °?. 7 iv D SANITARY NAPKIN RECEPTOR J CUSTODIANS UTILITY SHELF SYMBOLS LEGEND 5 5 2 21 22 1 2 7 21 22 3 3'-5" 3•-0" V-0 1/2" TOILET ACCESSORY F SOAP DISPENSER (WALL MOUNT) SHEET NO.: 0•_8" „D ,D-B" „6 18 MOUNTING HEIGHTS FE FIE 213 222 4 222 SCALE: 1/4 = 1'-0" FIRE EXTINGUISHER. A ■/�) ENLARGED RESTROOMS 304 ENLARGED RESTROOMS 310 MEWS RESTROOM 0 310 ALL ACCESSORIES SHALL LI STAINLESSWITH T STEEL WITH CONCEALED /�y G 01 N FASTENERS. RECESS WHERE WALL CONSTRUCTION ALLOWS. / ■ INSTALL® HEIGHTS COMPLIANT WITH THE ADA. PROVIDE ® FLOOR DRAIN.DRAWING. o SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" B SCALE: 1/4" = 1'-0" omzazole "BOBRICK"TOILET ACCESSORIES OR APPROVED EQUAL. FD PLUMBING DRAWING. Q Q Q T Q REFERENCE NOTES 0 "0 I I I I 1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD U THIS SPACE. TYPICAL. o 0 I I I B 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL 00 1 6.02 I 2 6.02 CAVItt. As.o1 A6.01 I I 3. WALL TILE. RE: ROOM FINISH SCHEDULE, SHEET 10 1a to AS..o 4 COVE BASE TILE. TYPICAL T --- _ _ _ __ ---- WALL T D BY URINAL SCREEN. COLOR AND STYLE TO H 1 _ 1 BE SELECTED ARCHITECT. . I 32 I I^ ,L 6. FLOOR ANCHORED OVERHEAD BRACED TOILET pppFf -I• I, I O PARTITIONS, COLOR AND STYLE TO BE SELECTED BY �i I I I 13 2 13 2 13 ARCHITECT. 7. 1-HR. CONSTRUCTION. 29 29 NUMBER WITH BUILDING AND HOT 8. HOT WATER HEATERS. DWAT R INATE SIZE AND DESIGN ��-9�� A 1 I I P I I OFFICE OPEN OFFICE OFFICE LUMBING CONTRACT 0)B. $ 6.02 1 B 02 I I 103 4-1 104 105 72 9. D ED ICATES ELECTRICAL/MECHANICAL ��OF YQr 1m 0 105 CHASE AT CEILING/FLOOR ABOVE. CHASE SHALL BE BINr t1P I _ _ _ _ _ STAIR ( V I t7 ��9 ' CONTINUOUS TO ROOF DECK AND MNNTNN A 1-HOUR STAIR I 71 101 DN s �/ 10. 6" CONCRETE MASONRY UNIT INFILL. R 30 I I a ° for SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE 001 � � I I I I OI + I 2 I �` N 2 o WALL, 'TYPICAL. J•. I 1 r` �� f 11. EXISTING CONCRETE FOUNDATION WALL STORAGE I m I LIBRARY 2 OFFICE O Z 12. EXISTING PLASTER/LATH WALLS TO REMAIN. PATCH `---=+ 004 106 7-4 2 107 NAND REPAIR EW WHERE ALL DAMAGED MISSING,AS 0 WALL IS ADD -pN- EVEN 16 i 17 3 PLAIN. FIELD VERIFY. 13 13. REMOVE PAINT TO EXISTING BRICK (EXTERIOR WALLS) OF SPACE WITH APPROVED CLEANING AGENTS - CONSULT N07 -------- +s - - - - -- -{ --- $ - - - -- - _-_ -_ 3 WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST ----- +..'.�.•�- ---- .. ---- --� -� FLOOR. ert ' ' C 14. EXISTING HANDRAIL / GUARDRAIL TO REMAIN - PREP. a0Q 2 p 2V AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. m 6.02 2 15. DOOR PER FLOOR PLAN. 0- MECHANICAL OFFICE 16. RADIUS POINT, =a0 C 007 1° 108 4-7" 13 I 11 17. PROVIDE 3" x 3"TUBE STEEL POST, PS-3 AT ENDS QN 6.02 Nil E(�EV. � 1 OF WALLS AND 5'0" O.C. FLOOR MOUNTED FOR HALF 5 to V T. - - 1� A2.01 L S;,7'Z°� WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF (/) ` io `m 24 i I I WALL(S). to 109 x 14 --- -(�q\) 18. NO SOUND ATTENUATION BLANKETS OCCUR AT THESE NLL -- •"+. - ---- - - - 9AL TYPE()VAULT. O35 U 2 CONFE � tq 20. WOOD PANELING FLUSH TO WALL.I I 2 21. AT THIS ROOM/CHASE TOP OF WALL WILL NOT FARE pO7E�T�N 5 78 112 1YP• RECEIVE DETAIL 5 A8.02. CLOSE RATED WALL HE-25SYSTEMPRRISERI RM. I I ® 116 FD I •02 J O CONSTRUCTION TIGHT TO EXISTING DECK. W p 22. NO WOOD BASE BLOCKING AT THESEI Q1T 008 ® I S 11z A202 N ROOMS/WALLS/CHASES. tN 1 I W M' 20 28 23. SURFACES MOUNTED FIRE EXTINGUISHER, 10 gal ABC. 5 18 24. SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, 5 gal ABC. - 25. NO CONCEALED MARKERBOARD CABINET AT THIS 232- Z_3I. 2-3" 2- I - ----� 3° I +� Y:�1,,.1 ---- WALL Z 4'-O" 5'-9" V-11" V-11" 5'-9 F 2 ?I•t 2 .. 10 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL I`. I ++ i ' ' RESTROOM FIXTURES AND SINKS, AND DRAINS AT OTHER 010 011 012 DN LOBBY . .I < RECEPTIONI LOBBY ROOMS IN THE BUILDING. ALL FIXTURES SHALL BE ADA hN I% 114 115 COMPLIANT, COMMERCIAL GRADE WITH POLISHED CHROME U �Le) 1 22 ao° 23 7 I el EL./SERV. +,° 113 I "• I 115 FITTINGS. INSTALL IN COMPLIANCE WITH THE UNIFORM V1; LOBBY r, I'= ; ELECTRICAL I n m 01 I F 2 I 7 PLUMBING CODE AND LOCAL JURISDICTION. oa 003 p I I 4'-7" 8'-1" 27. PROVIDE SAFETY COVER AT SINK SUPPLY AND co y 1 F 006 1 p A 3 OI I I ---- c �� WASTE LINES FOR ADA COMPLIANCE. "HANDY-SHIELD" �1� - - •I'� -- -- -- -- -- ---- --7 ti 1 -- --- ---- ------ { g I OR EQUAL PC 11 28. RE: ELEVATION M/A2.02. - ®� N 22 22 22 22 TEL./SERV. I I MENS J C A2.0p 29. INTERIOR FURR OUT AROUND EXISTING STEEL 1, I 2 2 STAIR i'7; 012 I I 1 SLIDING DOOR, STEEL STUDS AT 16" O.C. WITH 5/8" A 1` I J BREAK RM. Q TYPE "X" 6 WB AT INTERIOR WITH VAPOR RETARDER, R.19 22 1 7 7 7 7 7 STAIR I I 102 1 FD I 1 99 7 24 OFFICE O O AND 15 BAIT INSULATION, 5/8" GYPSUM SHEATHING, 002 1� I 102 2 ,20 A2,02 I AND 15 lb. BUILDING PAPER AT EXTERIOR SIDE OF FURR OUT (BEHIND STEEL DOOR), TYP. ADEQUATELY SEAL OFF - - -- --_-- 6'T I� ' z1 1 --B- I 0 TO ANY POTENTIAL WATER/MOISTURE EX STING DOOR 1oz rn c� +zo 13 PENETRATION. 9/ I 10 to TEL./SERV. -4 `-- -- A A2.02 ' 010 I D I I 01 WORK ROOM o z, 2 O W 6.02 I I I 10 6.02 I I ' 122 lax •I 2 OFFICE GENERAL NOTES STORAGE 123 W I"- I V. I I 121 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN TEL./SER \ FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS (� 1'1 i 009 3x I i x11 7 N 12 O AND THE CENTERLINE OF METAL STUD FRAMED WALLS. �^rrI 1 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. ..s \/ `_--- -----J, �F�,�^'+�^1^1� 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP rj 124 6 zr �125 DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT 2 m 2 PRIOR TO WORK. A8.07 \ (� A6.o1 I OPEN OFFICE 3. ELECTRICAL CONTRACTOR TO PROVIDE ZCL OFFICE N 125 OFFICE O ELECTRICAL-POWER/TEL./DATA/LIGHTING SHOP DRAWING, C I ,nD V 6.02 LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO 6.02 I STORAGE I �' � 124 126 $ WORK. Q z 2 2 f 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL 0 013 12 12 ,-5 t2 Z REINFORCING AND SIZES. 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. _ /\ 6, ALL INTERIOR ARCHITECTURAL WOODWORK SHALL COMPLY WITH AN'S "ARCHITECTURAL WOODWORK QUALITY 0 \J STANDARDS" FOR CONSTRUCTION AND FINISHES. (D (D (D C OO i 15 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, co I I I I BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 8. CASEWORK FINISHES WILL BE SELECTED BY -- - - - - - --r-------T -- - --- -- ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE � �u/ -®I- i.. 1 PRODUCTS. LL 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. 1a 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE _.�.... ..•....:..• ......,•.. -. Typ. ACCURATELY ALIGNED AND OPERATE FREELY. Lu < 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS ,^ 40 STEEL, SATIN FINISH. US32D, BHMA 630. v 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO WORK. LL O 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT PERIMETER WALLS TO BE CLEANED OF ANY EXISTING O PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. ' ` BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE V DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE 0 HISTORIC PRESERVATION OFFICE. W 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN e F PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD PROJECT SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, O N NORTH EXPOSE CONCRETE TO ORIGINAL FINISH. N > ZQ cn BASEMENT FLOOR PLAN M W E W E 27 FIRST FLOOR P N WALL LEGEND O Q p Z �n SCALE: 1/8" V-0" SCALE: 1/8" = 1'--0" EDzN S N S CL BUILDING SECTIONS, RE: SHEET r , O J M A6.02 V ` 1 7 21 22 5 5 5'-0 1/2" 3'-0" 3'-5" 4 110 2 EA LL L1_ O A5.01 TYPE, RE: SHEET L LJz ` - - -- - a H A WOMEN'S RESTROOM 26 304 �_ - 0 M 7 21 22 N< 1 2 21 22 G 4 N I F SCALE: 1/4" = 1'-0" 01021101A O STEEL FRAME / ALUMINUM WOOD 3: V) LL 15 CLAD WINDOW, RE: A3.01 Ac A3.02. B C I A2.01 B 5 7 D °Q 1 FD 28 O F.=7 O DOOR NUMBER, RE: A8.01. PROJ.NO.: 01029 .01 A ^Q'•• i 3'-0" * 3'-6" * DATE: 08/02 4 0' 5 DRAWN BY: L.W. o o B a a 5 e I I a < o CHECKED BY: S.J.S. i 26 B N N N iv a STEEL STUD AND GYPSUM FILE: 01029A201 D I BOARD WALL. RE: WALL TYPES. REVISION: 15 I o H o Q z QC AQ Q Q J� EXISTING C.I.P. CONCRETE WALL/ H '�°a 1 1 2 7 21 22 Y7 "' "/-7\ M B 88-68o6.99 x 36 8-6806.99 x 42 8-28 8-254 8-211 8-282 8-293 8-293 x 34 COLUMNS. N G F 1r< 2 A GRAB BAR PEENED GRIP (36") G PAPER TOWEL DISPENSER AND NEW CIP CONCRETE WALL/COLUMN. ti• - `T o> --- -- - m B GRAB BAR PEENED GRIP (42") WASTE RECEPTACLE H TILT MIRROR 24"x36"ADA COMPLIANT 7 I • I n C TOILET TISSUE DISPENSER ( ) N 1 D SANITARY NAPKIN RECEPTOR J CUSTODIANS UTILITY SHELF 5 5 2 21 zz TOILET ACCESSORY F SOAP DISPENSER (WALL MOUNT) SYMBOLS LEGEND 1 2 7 21 22 - 3 5' SHEET NO.: 3�_5^ 3�_p^ -0 1/2" 21_4^ 110 21'-4^ ,,g 4 „$ MOUNTING HEIGHTS FE FE 213 /0'-$" 222 222 SCALF: 1/4" - 1'-0" FIRE EXTINGUISHER. 1 ENLARGED RESTROOMS 2 ENLARGED RESTROOMS B MEWS RESTROOM - ALL ACCESSORIES SHALL R STAINLESS STEEL WITH CONCEALED A2 01 304 310 28 310 FASTENERS. RECESS WHERE WALL CONSTRUCTION ALLOWS. ■ INSTALL O HEIGHTS COMPLIANT WITH THE ADA. PROVIDE ® FLOOR DRAIN. RE: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0° oloz°xola "BOBRICK"TOILET ACCESSORIES OR APPROVED EQUAL FD PLUMBING DRAWING. M A B C D A B c D REFERENCE NOTES 1. PLASTIC LAMINATE CLAD COUNTERTOP AND 4"TALL BACKSPLASH. PROVIDE LAMINATE CLAD SUPPORTS AS o�p INDICATED. 2. PLASTIC LAMINATE CLAD BASE CABINETS. PROVIDE PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. 1 PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY A STANDARDS AND 6" DRAWER. UNIT 24" DEEP. 3. PLASTIC LAMINATE CLAD UPPER CABINETS. PROVIDE II ii b 6.02 PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. 3 4 PROVIDE ADJUSTABLE SHELVE ON HEAVY DUTY PROFF I Aso1 I I STANDARDS. UNIT 14" DEEP. ns.o, zo 20 zo 6,02 zs zs zs _ 4. FILLER PANE 5. ALIGN U ERL CABINETS WITH BASE CABINETS. 3'-0" 3'-0" y3' 6.TYPICAL.PROVIDE PLASTIC LAMINATE AT ENDS OF CABINETS. R_1635 6 27 --- O TYPICAL. `��IZ-11.0'� = A2.02 K i I 7. PROVIDE 3x3"TUBE STEEL POST AT ENDS OF WALLS OF ASC -74" ROOM I CONF. ROOM ` OFFICE 2 OFFICE I AND AT 5'-0" O.C., FLOOR MOUNTED FOR HALF WALL 122 STABILIZER IN STUD CAVITY. TYPICAL AT HALF WALL(S). AB I 203 2 204 205 B I 8. RE: DETAILS 3 & 4/A8.02 SIM. = 1'-0" 01oxezou ro 9. DASHED LINE INDICATES FULL-SIZE REFRIGERATOR 6.02 1 2 z v N 6.02 2 /MICROWAVE OVEN. OWNER FURNISHED, OWNER I2� 2 1 UP so3 204 in INSTALLED. 10. 1"THICK LAMINATE CLAD MICROWAVE SHELF. "L I - - - - - 2 ) CONFIRM MICROWAVE SIZE WITH OWNER. STAIR 1= DN F 2'-8" e, 0 2 \J 11. PROVIDE SOUND BATTS FULL THICKNESS OF WALL 201 5301 1= DN ^ 0 CAVITY. xo a 2 a 2 I 30 12. STEEL LADDER. PAINT PS-3. RE: DETAIL 4/A2.04. 4'-5 1/2" 13. WINDOW PER WINDOW TYPES. --- ° RECEPTION OFFICE t9 __-- < 30J TENANT AREA 24 14. 5/16" THICK STEEL PLATE ASSEMBLY PER Q OVA' ^ xo° 206 25 7 3 3 208 303 DIMENSIONS. SECURE TO SOLID BACKING AT WALL AND MQ' 7 , TO COUNTERTOP. a0Q 2 OFFICE 7 I 25 15. CONTINUOUS 2"x2"TUBE STEEL (CONCEALED) FULL a Zoe O LENGTH OF COUNTERTOP. � Q^ v 7 207 - uo 16. SIGNAGE BY TENANT/OWNER. ®®®® =ap 17. 4'-0"H x 8'-0"W MARKERBOARD. Qa 18. PLASTIC LAMINATE TRAY WITH BOTTOM HINGED FLIP Q� C 7 2 z,z 2 C 2 DOOR - (2) TOTAL. (n Jf 0 6.02 S AG ----- N - 6.02 5'-9" 19. BIFOLD VERTICAL GRAIN VENEER PANEL DOORS - (3) NLL zt ^ 209 2oa OFFICE PAIR TOTAL. ALLOW FOR ALL BIFOLD DOORS TO STACK 207 N ,9 29 1 '-10" AT BOTH SIDES WITH THE FLEXIBILITY FOR EACH PAIR TO " 0 1 7 STORAGE 211 7 \ 2 22 A2.01 24 BE INDEPENDENT. m -- _- - ^ OVERHEAD PULL DOWN PROJECTION SCREEN. VERIFY .C`y_ 20. ERHEAD PU I ` SIZE WITH OWNER. v A2.02 211 1 ----- 21. 18"x18"VERTICAL GRAIN DOUGLAS FIR WOOD I -. .I .; / PANELING WITH 1/4" REVEALS BETWEEN EACH PANEL. 3'-0° 3'-0" '-10' I - _ - 4 - -1 - O RE: ELEVATIONS FOR GRAIN CONFIGURATION. W STORAGE 1 2ze I 1 E A2.oz i 317 I I I 2 22. VERTICAL GRAIN DOUGLAS FIR PANEL RETURN. ALIGN _j 7 2 I I 1 2 L A2.02 2 REVEALS HORIZONTALLY. RE: DETAIL 10/A8.02. Q 228 1 I WOMEN 7 STORAGE 1 I I WOMEN I 23. STEEL PLATE AT CONCRETE BEAM FOR DROP DOWN WORK ROOM I I I 213 REAK RM OFFICE 317 I I 304 STORAGE CONF. ROOM CLOUD. RE: REFLECTED CEILING PLANS. _ Q 122 1 - 1 1 214 214 M 9 1 24. STAINLESS STEEL SINK IN BASE CABINET. MIN I 215 O I I I 305 3 66 24 x-x- SIZE. COORDINATE WITH PLUMBER. REFERENCE B SCALE: 1/4" = 1'-0" olo2vxoxe 1 1 F ® N N i I I ® I SHEET A2.01, REFERENCE NOTE #26. Z 1 1 z1 I 218 2,s I I I I 25. RE: ELEVATION M/A2.02. 1 tp 11 1 - j I 3 I 7 5 26. WALL STEPS AT THIS LOCATION. ppM - . ____- _.____ _ - 7. RUBBER WALL BASE. - - 2 U �Ln 2 37R18 `' F CONF. ROOM 39 O I ' C7� 1 F 2-6 -6 o rn Ii 218 � 2 1^ ze .I 2 men 3 S91 LOBBY la RECEPTION 2 m OFFICE 9 �=/ LOBBY a J07 RECEPTI 7 3 7 �� 216 1^ n 217 2 219 0 �I 308 25 i i 307 25 0 •-8„ 4,-2„ " N 2 ,_6�� 'n 219 I 1 ('F) 2 24 1 O 10 12 CUSTODIAL I 1 2 �q 6 1 CUSTODIAL I 1 3 I 7 s - - 221 I 1 2 2 309 1 1 ENS rio - II o 1 221 I 1I OFFICE 19 1 i 3 OPENS OFFICE z4 22 1 OFFICE 224 � STAIR I z 1 0 0 4 31 1 2oz �, 302 - 302 I A2.02 F 3 7 3'-3" 3'-0" 2'-6" 2 STAIR O xxs i 223 4._5„ 3,I L--I 312 �I. 28 6 27 202 DN I I 1 - r 0 - I _ DIN n BREAK ROOM „e i I 2 22° 2 e i I `-- C 0 2 7 ORK R00 3 7 SCALE: 1/4" = 1'-0" °i02°2°2C 6.02 i i A201 8•-4 1/8,• 2 2 ® OFFICE I 602 1 1 A2.01 BREAK R00 ^3 GENERAL NOTES 226 I I EN OFFICE 3 33 r1 I I 1 12 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN 0 HALLWAY e I o '-4" -10' v 23 FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS 33 1 225 N � 34 1 3 7 AND THE CENTERLINE OF METAL STUD FRAMED WALLS. z 3 4 - a - U _ _� FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. su s,s �"J 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP III ] zx7 $ 29 2'-6" 2'-6" DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT Z A6o1 C 1 A6.o1 C , 2 2 N 2 PRIOR TO WORK. 1/ / , N FFICE 3. ELECTRICAL CONTRACTOR TO PROVIDE O 6.02 11 OFFICE OFFICE 6.02 2° 11 OFFICE OFFICE OFFICE ELECTRICAL-POWER/TEL/DATA/LIGHTING SHOP DRAWING, 1 I 228 229 2 227 I I 314 315 4_4 316 LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO D WORK. 4 STRUCTURAL WINGS FOR STRUCTURAL REINFORCING AND SIZES. 5 FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. 2 2 -- ��9 1 4 ;:1 - - - ____._____. - U ___ _ __ __ - 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL ITM w ,7 n +7 O ��J COMPLY WITH AW'S "ARCHITECTURAL WOODWORK QUAL 3'-0" 3'-0" 3'-0" 4 PROJECT PROJECT STANDARDS" FOR CONSTRUCTION AND FINISHES. 2 NORTH NORTH 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, .I 2 N N BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE THA27 SECOND FLOOR PLAN THIRD FLOOR PLAN 8T CASEWORK KFINSHES WILL CAN BE PBE SELORTED ECTED BY w WORK ROOM W E W E ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE 1'-0" PRODUCTS. O D 211 SCALE: 1/8" = 1'-0" 6 SCALE: 1/8' 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND 01029202D STRAIGHT, SHIM AS REQUIRED WITH CONCEALED SHIMS. SCALE: 1/4" = 1'-O" A8.02 S S 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE ® TYP. L u Mpg E PANS �q•_g^ ACCURATELY ALIGNED AND OPERATE FREELY. 3 9 10 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. O FIELD VERIFY � Plans m st �eon Job FIELD VERIFY 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS 7 L �j 0j 3 10 9 19 1/8" Site for II InSpE tIOnS. 19 23 ,• STEEL, SATIN FINISH. US32D, BHMA 630. Z U r •-6"�, 4' 1/8 �•_6^�1/4" 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO O z WORK. Q i, 9 / /� / \ „ i 14 __._ PERIMETER SWALLSDTO BER CLEANED LOFTAN�EXSTING AT , - PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. Q 1 ii 1 5 0 11 �� 17 -- - n C -- _ BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE T ` -- -- DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE 2 (n 5 1 24 '� 5 t 24 I HISTORIC PRESERVATION OFFICE. O z N 6 zo - zo 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN O Q 0 Z o: PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD `ol > - SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, v - EXPOSE CONCRETE TO ORIGINAL FINISH. � Z J ILIC 2 2_5 2_g -8 1/2 8 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3,_0,,. 4 ] 2 3'-0" 3'-0" 3'-0" 0' 3'-3" t8 18 27 a na.o2 - __ __ --__ '^ /\ V/ 1.� 27 27 TYP. `-C 6 _ BREAK ROOM 2,4 WORK/BREAK ROOM 3,3 WORK/BREAK ROOM 3,3 02 SIM. --=_-_= 77 1B t9 02 SIM. _____-- 18 O � - O WALL LEGEND `�' LL E SCALE: 1/4° = 1'-0" 07029202E F SCALE: 1/4" = 1'-0° 01029202v � SCALE: 1/4" = 1'-0" mo29xoxo 1a PLAN VIE 22 TYP 79 PLAN VIEW 22 �, 18 13'-1 1, 13'-10" CONF. ROOM ,,, � CONF. ROOM „2 FIELD VERIFY FIELD VERIFY 1 19 ,s SCALE: 1/4" = 1'-0" 010292o2K SCALE: 1/4" = 1'-0" mnx92ozJ BUILDING SECTIONS, RE: SHEET 1/8" •_6- 1/4" 1/8' 1-6"/1/4' A8.02 PDROJE.NO.: 01029 08/02 18 / ----------------- \\ WALL TYPE, RE: SHEET DRAWN BY: L.W. � `Ll-_ A5.01 CHECKED BY: S.J.S. C =_ _i C == =- STEELLAD FRAME E/REL CIO M&W�0 i7 - L----------J - -- f�:� --- / / O OW, : • 2. FILE: 01029A201 - 8 / 4 3/4" III 20 _ - 20 / / REVISION: u I o: V-7 7 8" & _ 0 w / \ 5 / O DOOR NUMBER, RE: A8.01. o > - m I = 6 / \ 6 A7.02 1 I Qi 10/14/02 t3 t3 �- __ STEEL STUD AND GYPSUM 2 12 09 02 13 t3 O O �� y 14 BOARD WALL. RE: WALL TYPES. 0 / / EXISTING C.LP. CONCRETE WALL/ N COLUMNS. -10" ':'. NEW CIP CONCRETE WALL/COLUMN. ] 17 02 17 15'-2" F.V. iv 14 \\ SHEET NO.: n ABos SIM. C------- 18 SIM' ___---- 1B ] ,I< 15 SYMBOLS LEGEND ®� \ \ 22 A6.oz 216 1 a 79 PLAN VIEW 22 79 19 PLAN VIEW 19 113 30� O SECTION 00 FIRE EXTINGUISHER. CONF. ROOM -2-03 CONF. ROOM 306 BY of 368 �1 CONFERENCE ROOM „2 OFFICE 120 .. L (�)_�S � Q ® PLUM DRAIN. INGK 01029202K SCALE: 1 4" - 1'-0" 01029202E 1/4" = 1'-0° m9uzozn, IV SCALE: 1 4" = 1'-0" mo29202n SCALE: 1 4" = 1'-0" owz9zozrFD PLUMBING.DRAWING. SCALE: 1/4" = 1'-0" / - / / A B c D A B c p REFERENCE NOTES Q °° 0 1. PLASTIC LAMINATE CLAD COUNTERTOP AND 4"TALL BACKSPLASH. PROVIDE LAMINATE CLAD SUPPORTS AS op�0 INDICATED. 2. PLASTIC LAMINATE CLAD BASE CABINETS. PROVIDE PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY 1 STANDARDS AND 6" DRAWER. UNIT 24" DEEP. B B 3. PLASTIC LAMINATE CLAD UPPER CABINETS. PROVIDE 6.02 4 6.02 PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. A8.01 A6.01 PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY PROF 11 I o 2 -- I I //.��/ STANDARDS, UNIT 14' DEEP, FO E--�E-- 2S 25 O� O 20 O �--- -� _ 5. ALIGNR UPPERL CABINETS WITH BASE CABINETS. ..- �: TYPICAL. AR-1835 e 3'-0" 3'-0" Y7 ss 1 3a I I T6�ICPROVIDE PLASTIC LAMINATE AT ENDS OF CABINETS. ��Sl �K OI I 7. PROVIDE 3x3'TUBE STEEL POST AT ENDS OF WALLS T 1 0� I I I I AND AT 5'-0' O.C., FLOOR MOUNTED FOR HALF WALL WORK ROOMOFFICE OFFICE 122 A i i CONF.203 ROOM 2 OFFICE 2 205 A I I STABI EZEDETAILS STUD Dk CAVITY. 2�IMAL AT HALF WALL(S). A 00 9. DASHED LINE INDICATES FULL-SIZE REFRIGERATOR SCALE: 1/4" = 1'-0" 010292ou 6.02 I 2 ' 2 a iv 6.02 I I T /MICROWAVE OVEN. OWNER FURNISHED, OWNER I I 1203 I I I INSTALLED. I U z03 zoa _ 10. 1"THICK LAMINATE CLAD MICROWAVE SHELF. 31 I DN CONFIRM MICROWAVE SIZE WITH OWNER. 2'-8" _g 0 31 i DN �J 11. PROVIDE SOUND BATTS FULL THICKNESS OF WALL \ 1 z 1 i. O CAVITY. STAIR I zo 2 a 2 STA I f J0 I^ 12. STEEL LADDER. PAINT PS-3. RE: DETAIL 4/A2.04. 201 a 4'-5 1/2" 301 - W 303 13. WINDOW PER WINDOW TYPES. N - RECEPTION OFFICE 79 I I TENANT AREA 24 14. 5/16"THICK STEEL PLATE ASSEMBLY PER Q og 3 `` i 2se 206 25 7 3 3 208 I 303 DIMENSIONS. SECURE TO SOLID BACKING AT WALL AND ., TO COUNTERTOP. CO 8 ----- a 2 OFFICE 7 - -- 26 15. CONTINUOUS 2'x2"TUBE STEEL (CONCEALED) FULL ° me LENGTH OF COUNTERTOP. W _ F 7 207 - - - - 16. SIGNAGE BY TENANT OWNER. =°0 � 3 17. 4'-0"H x8'-0"W MARKERBOARD. o 2 7 ro _ 9(l' PLASTIC LAMINATE TRAY WITH BOTTOM HINGED FLIP Q� C 7 -1 2 ao a12 C L DOOR - (2) TOTAL. V) -•• 1 s •0I `�' 6.02 S AG ' .1 - 2 6.02 2 [.0 „__,„wl 'F' 19. BIFOLD VERTICAL GRAIN VENEER PANEL DOORS - (3) y ----- N zt 209 2w �� OFFICE s PAIR TOTAL ALLOW FOR ALL BIFOLD DOORS TO STACK u. O 212 O ✓� 2B -10 za AT BOTH SIDES WITH THE FLEXIBILITY FOR EACH PAIR TO m II N 4 - -- - 0 1 7 STORAGE 211 7 4 �01 #� DOWN PROJECTION SCREEN. VERIFY BE INDEPENDENT. - SIZE OVERHEAD PULL A2.0, a �--- - SIZE WITH OWNER. r , --�� •0 xn •1 1 ----- .. 21. 18"08"VERTICAL GRAIN DOUGLAS FIR WOOD U 2 I m ,f PANELING WITH 1/4" REVEALS BETWEEN EACH PANEL.3'-O" S-0" 3'-0" 4 - - - Y 4 RE: ELEVATIONS FOR GRAIN CONFIGURATION. W 27 STORAGE 2u I I 1 E A2.0 ' j /AGE' 3 1 I I 2 22. VERTICAL GRAIN DOUGLAS FIR PANEL RETURN. ALIGN I I 17 2 ( I ( 2 L 0 2 REVEALS HORIZONTALLY. RE: DETAIL 10/A8.02. 228 I I WOMEN 7 I I 1 WOMEN t Q 23. STEEL PLATE AT CONCRETE BEAM FOR DROP DOWN WORK ROOM I I 1 213 REAK RM OFFICE 317 I I 304 STORAGE CONE. ROOM CLOUD. RE: REFLECTED CEILING PLANS. O 122 I I ( 214 z1a 215 I I I I za 24. STAINLESS STEEL SINK IN BASE CABINET. MIN OL I N ro I 305 306 -x-x- SIZE. COORDINATE WITH PLUMBER. REFERENCE B SCALE: 1/4" = 1'-0" 01029202e i I I ® N 1 I I I SHEET A2.01, REFERENCE NOTE #26. Z 1 1 21 1 zm . R16 11 I 1 1 25. RE: ELEVATION M/A2.02. H I I 1 ro I.-^' I 7 ^ 26. WALL STEPS AT THIS LOCATION. I 10 11 5 I I O U 27. RUBBER WALL BASE. men CONF. ROOM 39 3% 1 g 01 I I' 218 ro 2 I 1 F 2-8„ 26 2 LL 00 M RECEPTION 2 0 OFFICE LOBBY I a '0' RECEPTI LJ 7 °o 3 I LOBBY I 217 9 I 3 7 2a °0 C / \ 216 f 17 2 219 1I 308 25 I 307 2s 2 I 2 Kk4> I 26 I F 'n 219 ,-8" 1'T O II C3^v771I ---- a1 3e 12 24 1 0 10 n 6 I 1 i "3 22a Id `^ CUSTODIAL 1 I 13 CUSTODIAL I 7 �� 221 I 1 i I 2 2 cl kp 309 1 i I ENS 10 OPEN OFFICE - 1 I 221 1 11 OFFICE 1,rX I ,ao I 3 E I 2 i1 " I 22 1 OFFICE 224 STAIR I 2 I 31 t za `-C 4) 31 I 202 ( 223 1 302 - 3w II -(-+ 3'-3" 3'-D" 2'-6" 2 \/ I 22e I 4,-5.. 31 I L-J s1z 11 1 STAIR Q 1 26 s z7 202 N 1 I P� �j DN 1 II 7 rPint 4 I - - ,_D.. 7 --- - C BREAK ROOM m 1°9 -- 2 f �° OFFICE B D I I 7 ORK R 3 7 28 23 � p 1 0 - SCALE: 1/4" = 1'-0" 6.02 I 1 Az.°, 6, 4 ,/8 6.02 I I I fEN BREAK �$o ^3 GENERAL NOTES I I 2 226 I I OFFICE 3 33 ( �1 I I I 12 O 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN Z 10 ' I�,., I o •_4" .-1o' N z3 FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS 33 1 sz N � y� 34 I 3 7 AND THE CENTERLINE OF METAL STUD FRAMED WALLS, 3 4 a ,I U -y ✓' a --__ _. �1 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. MECHANICAL CONTRACTOR P VI HVA 2. TO RO DE C SHOP Q ] ze �' 8 z9 J16 o DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT 2 2,_6" 2,_6„ 1 1 A6.01 C 1 TENANT AREA I 1 A6.o1 C , p 2 i i1 2 PRIOR TO WORK. J E 3. ELECTRICAL CONTRACTOR TO PROVIDE O 6.02 „ 425 6.02 zs „ OFFICE OFFICE OFFICE ELECTRICAL-POWER/TEL./DATA/UGHTING SHOP DRAWING, 1 01 I 2 22 314 315 4 4 316 LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO 6 WORK. 0 11 DRAWINGS FOR STRUCTURAL. ' 2 4.INFORCING AND SIZES. RE: STRUCTURAL DRAW RAL 2 `Q' RE 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. n '-� 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL 4 - _ -, y 9 COMPLY WITH AWIS ARCHITECTURAL WOODWORK QUALITY n 17 n 22 22 22 ' " w PROJECT STANDARDS" FOR CONSTRUCTION AND FINISHES. 7 2 3'-0" 3'-0" 3'-0" a NORT T NORTH 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, N N BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE W 1'-3" THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 27 SECOND FLOOR PLAN �" THIRD FLOOR PLAN B. CASEWORK FINISHES WILL O SELECTED BY W Q, �sc .74' ROOM W E W E ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE CL D211 SCALE: 1/$" = 1','`0" 6 SCALE: 1/8" = 1'-0" PRODUCTS.. INSTALL CASEWORK LEVEL, PLUMB, TRUE,AND O STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. = 1'-0" D1029202D NP A6.02 S S �` 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE LL. L.L O O .✓ ACCURATELY AUGNED AND OPERATE FREELY. . - ----- 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. w FIELD VERIFY FIELD VERIFY 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS STEEL, SATIN FINISH. US32D, BHMA 630. Z U 3 ,p g ,9 1/8" •_6» 1/4' 1/8" �_6» 1/4" 13.RFIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO O Z 9 WORK. A 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT L� /L.JI / / \ I PERIMETER WALLS TO BE CLEANED OF ANY EXISTING F- O 9 ' 6 B �E - -- `n. PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. Q F _ RICK SHALL BE CLEANED IN ACCORDANCE WITH THESE 0 17 -_-_ 17 C == UMENTS AND AS ACCEPTABLE TO THE IDAHO STATE V) 11 8 1 24 1 01 5 t 24 _ HI RIC PRESERVATION OFFICE. O Q 7 O 2 6 20 (i 20 15. LESS NOTED OTHERWISE, ALL INTERIOR CAST IN Q L z & PLACE' QNCRETE COLUMNS, BEAMS, AND OVERHEAD _ o I I o 0 11 it II I ' I SLABS TO BE CLEANED OF ANY EXISTING PAINT, I a 9 EXPOSE CRETE TO ORIGINAL FINISH. Z N � w z W J I/..V LL �1 J 2 2'-6" 2'-6" '-8 1/2" 8 3'-0" 3'-0„ 3'-0" 3'-0" 3'-0' 3'-0" 4 ] 2 3'-0" 3'-0" 3'-0" 0 3'-3" - V I < 18 21 18 2, 27 6 A8.02 27 27 TYP. 8 BREAK ROOM 2,4 WORK/BREAK ROOM 313 WORK/BREAK ROOM 3 33 02 S;M. ------- 17 to 'g 02 sIM. ___--_= 18 Z O ESCALE: 1/4" = 1'-0' o,0z9zoze F SCALE: 1/4" = 1'-0" °10F SCALE: 1/4" = 1'-0" °7002G 9 PLAN IVEw 22 TrP tg PLAN VIEW 22 tg WALL LEGEND = _j 13'-10" H CONF. ROOM ,,, CONF. ROOM 1 22 F�BDERI VERIFY FIELD VERIFY 19 , � 19 » 1 SCALE: 1/4" = 1'-0" 010z° SCALE: 1 4" = 1'-0" °102°�'I BUILDING SECTIONS, RE: SHEET 1/ 1/8" /4" / / A6.02 PRO),NO.: 01029 '6 DATE 08/02 ----- -\ 13 - 1-1 WALL TYPE, RE: SHEET DRAWN BY: L.W. A5.01 CHECKED BY: S.J.S. r -, O STEEL FRAME/ALUMINUM WOOD FILE: 01029A201 17 L__----_--_J - -- --- -- -- --- / e // 4 3/4" CLAD WINDOW, RE: A3.01 k A3.0 ZD 20 2 REVISION: > �? I / \ A75o2 i / 1'-7 7/8 O DOOR NUMBER, RE: A8.01. 9 13 t3 1 --- STEEL STUD AND GYPSUM C ¢ _ is 13 i �y 14 BOARD WALL. RE: WALL TYPES. a 1 N EXISTING C.I.P. CONCRETE WALL/ ,e 21 ,8 21 \ // I COLUMNS. NEW CIP CONCRETE WALL/COLUMN. e 02 17 02 17 1 a 14 \\\ _. `:'.'..'< SHEET NO.: SIM. ___-____ 18 SIM. --_------- - - 5 16 '_2" F.V. 1S SYMBOLS LEGEND �Ir A2.02 22 Ae.o2 216 "' O SECTION v tg __ PLAN VIEW 22 ,g t9 PLAN VIEW 19 FIE FE 113 303opp. O= FIRE EXTINGUISHER. A2■02 CONF. ROOM 2D3 L CONF, ROOM 306 (q� �s � BY 206opp 30a �1 CONFERENCE ROOM 2 Q OFFICE 1201/ 0 FLOOR DRAIN. RE: f` SCALE: 1/4 = 1'-0' °t029� SCALE: 1/4" = 1'-0" 01029202L 1/4" = 1'-0" 0+oz9zozN LV SCALE: 1/4" = 1'-0 01029202N SCALE: 1/4" = 1'-0' Otwexwr FD PLUMBING DRAWING. A A B HIGH P01 ° ID REFERENCE NOTES Q REFERENCE NOTES � 0 6.02 12 (OF GUTTER I 1 A2.04 1. DEMOLISH EXISTING.GUTTER AND DOWNSPOUTS AT IS DS ALLEY. 43. 5/8" EXTERIOR GRADE GYPSUM SHEATHING. U0 _ a0 - - - - - - - - - - - 2. DEMOLISH ENTIRE HOT MOPPED ASPHALT ROOF AND 44. CANT STRIP. ANY UNDERLAYMENT, VENTS, OR SLEEVES TO CONCRETE ROOF DECK ENVELOPE, TYPICAL CLEAN AND PREP. 45. SINGLE PLY MEMBRANE ROOFING - STEVENS EP OR CONCRETE DECK FOR NEW INSULATOIN/ROOF, TYPICAL APPROVED EQUAL ... 2 1/ Fr POLYISOCYANURATE BOARD INSULATION WITH 10 15 3. DEMOLISH ENTIRE CONCRETE ELEVATOR EQUIPMENT 46. (2) 2' ROOM AND RELATED ELEVATOR EQUIPMENT. VAPOR RETARDER BETWEEN EACH BOARD. PROFp�/ B 77 4. PROTECT EXISTING BRICK CHIMNEY. 47. STEEL ROOF DECK. T 6.02 5. DEMOLISH ENTIRE CORRUGATED METAL/STEEL 48. STEEL WIDE FLANGE. p - - - ANGLE/WOOD RAFTER AWNING STRUCTURE AND TENSION r AT EA. END zo /2� az 2 - RODS/EYEBOLTS, TYPICAL. 49. 5/8'GYPSUM WALL BOARD - TYPE 'X', a�,$OF 6. EXISTING CONCRETE PARAPET. 50. VAPOR RETARDER. BT�H . 7. REPOINT ANY DAMAGED MORTAR JOINTS/REPLACE ANY 51. R-19 BATT INSULATION, UNFACED. � 1 1 25 6.02 2 I •'26 I MISSING/DAMAGED BRICK AT CHIMNEY, TYPICAL 1 '.1 52. 6"STEEL STUDS AT 16" O.C. A2.oa 8. PROVIDE NEW C.I.P. CONCRETE CAP AT CHIMNEY TO 77 17 RFLOO1 ADEQUATELY SEAL OFF CHIMNEY FROM ANY POSSIBLE 53. PROVIDE MANUFACTURER'S STANDARD. NEOPRENE R WATER PENETRATION. GASKETED SCREWS AT ALL EXPOSED TO WEATHER STREW 76 3 HEADS. INSTALL AT RECOMMENDED SPACING. 3. 9. SINGLE PLY MEMBRANE ROOFING (LT. GREY): (2) 2" - 1 -- POLYISOCYANURATE BOARD INSULATION WITH VAPOR 54. MANUFACTURER'S STANDARD CPANEL SABLE FILLER 75 8;1 '1 :p..;;:".��.i.%• 77 RETARDER - STEVENS EP OR APPROVE EQUAL INSTALL PROVIDED AROUND PERMETER OF PANELS. :.a•r•: BS 84 OVER EXISTING CONCRETE DECK PER MANUFACTURER Q14 SPECIFICATIONS,TYPICAL. 55. 15a BUILDING PAPER. Mq 22 10. SAWCUT CONCRETE PARAPET AS REQUIRED FOR NEW 56. PROVIDE SECONDARY METAL FRAMING AT m _ 1 6.02 FLOOR I. RTU#3 "*': SCUPPER(S). SCUPPER(S)ARE TO BE EITHER MANUFACTURED WALL PANELS BY WALL PANEL Y•22 76 GALVANIZED SHEET METAL OR MEMBRANE PER ROOFING MANUFACTURER'S RECCOMENDATIONS. O� - - Lu 13 - - MANUFACTURER/INSTALLER RECOMMENDATIONS.- 20 2 4 ii. SAWCUT ENTIRE CONCRETE PARAPET AND PROVIDE 57. 26 GA. CORRUGATED(GALVANIZED) METAL SIDING. Qv A2.04 //� 75 CONTINUOUS SURFACE MOUNTED REGLE PER ROOFING GA. (GALVANIZED) PANEL EDGE FLASHING/ SIM. 2y 9 MANUFACTURER RECOMMEDATIONS/SPECI COFICATIONS, COUNTER FLASHING. RE:: A5.01 FOR PROFILE, SIZE,AND HLL RTU#4 40 TYPICAL DIMENSIONS. 12: m c'lf� Q 12. NEW 18 GA GALVANIZED GUTTER ALONG FULL 59. STEEL CHANEL. PAINT PS-3. A204 FLOOR 2. 14 g•12 77 LENGTH OF ROOF AT ALLEY WITH 18 GA. GALVANIZED V r T 75 6.02 DOWNSPOUTS AT EACH END OF GUTTER. 60. PRE-FORMED JOINT SEALENT. ry f0 15 13. NEW CORRUGATED (GALVANIZED) METAL AWNING. 61. PREFINISHED METAL FLASHING. )..L.1 - - - 5 �\' - -I - 5 14. APPROXIMATE DESIRED LOCATION(S) FOR NEW 62. LEAD FLASHING SHEET. 77 13 MECHANICAL ROOF TOP UNIT PACKS. COORDINATE FINAL 2 p2.04 1 LOCATION WITH ARCHITECT. ROOF TOP UNITS CANNOT 63. METAL EXHAUST AND/OR VENTALATION AS OCCURS. O SI 10 15 A204 EXCEED A HEIGHT OF 5'-0". 78 84. GUY WIRE WHEN REQUIRED DUE TO HEIGHT. � 1,_ I 1/2 w 11 PER MANUFACTURER15. 26 GA. GALVANIZSPECIFlCA110NS SHEIET AL FORMED SCUPPER 65. DRAW BAND. z 20 a 1 77 1 16. CHASE FOR ROOF TOP UNIT THAT SUPPLIES HVAC TO 66. ROOF HATCH AND CURB SYSTEM. 6 A4 6:1 m BASEMENT - SUPPLY AND RETURN CHASE. FLASH TO PRE-MANUFACTURERD. 30' x 38".SINGLE LEAR hN 6 BE WEATHER TIGHT. PERSONNEL ACCESS BY BILCO CO., MILCOR, INC. OR U 5^ 1 APPROVED EQUAL •� 13 17. CONCRETE LID INFILL AT OLD FREIGHT ELEVATOR A' ocn 1 24 w 11 EQUIPMENT HOUSING. RE: STRUCTURAL DRAWINGS FOR 67. FLASHING SHEET. s LL 00M 77 14 77 INFILL REQUIREMENTS. _ Ln00 68. 1/2"0 BOLT, INTO SOLID BACKING-- - --- -- Q a^0� 18. NOT USED. cv`✓ 2 FLOOR I. RTU#2- 18 69. STEEL LADDER. PAINT PS-3. A2.04 : 19. 26 GA. GALVANIZED METAL COPINGS)/FLASHING(S) - a ® ZINC COATED. 70. STEEL STUD WALL WITH GYPSUM WALL BOARD EACH 14 RTU#7 SIDE PER WALL TYPE. 20. 3x8 ROUGH SAWN DOUGLAS FIR RAFTER O 2 OR 4 7 D RTU#I FLOOR 3. 7 EACH END.S SHOWN ON ROOF PLAN W/ 'U' HANGER ® 71. 1/2"0 BOLT. 4 6A2 BASEMENT C 72. TONGE AND GROOVE WOOD DECK. RTU#5 21. ROOF TOP UNIT PACK TO SUPPLY HVAC TO 1 BASEMENT FLOOR, 73. GYP-CRETE FILL Q 23 10 15 FLOOR 14 21 Q! 22. RETURN AIR CHASE FOR ROOF TOP UNITS PACKS 1 74. TELESCOPING POLE. C-CLAMP TO LADDER RUNGS, 14 THRU 3. FLASH TO BE WEATHER TIGHT. TYPCICAL. V) 7 8 1/2"/Fr. 23. SINGLE PLY MEMBRANE ROOFING - STEVENS EP OR 75. 3x8 ROUGH SAWN DOUGLAS FIR CROSS FRAMING _ _ _ APPROVED EQUAL WITH (2) 2" POLASOCYANURATE BOARD MEMBER BETWEEN EACH JOIST MEMBER W/ 'U' HANGER B FLOOR 2.1 1 8 INSULATION WITH VAPOR RETARDER BETWEEN EACH BOARD AT EACH END. 2 OVER STEEL ROOF DECK. 76. 3x8 ROUGH SAWN LEDGER BETWEEN EACH JOIST A2.oa 'I 24. ROOF HATCH AND LADDER. RE: DETAIL 4/A2.04. MEMBER W/ 'U' HANGER AT EACH END. 1 c 25. DEMOLISH EXISTING ROOF HATCH. 77. LINE INDICATES LOCATION OF EACH TRUSS ASSEMBLY, / �I Q I I M1I 6.02 - RE: 1/A2.04 THIS SHEET. v 26. CONCRETE LID INFILL AT OLD ROOF HATCH ACCESS. � E }. 11 78. 5/8"0 BOLTS h 27. 3/8 STEEL PLATE ASSEMBLY W/ (4) 3/4"0 LIMNS ,,.. ,;... .. _. :, _.. 9 - -u...•.. ,: .. 9 ANDE(4EPDXY 4"080L6S LAG BOSLTS CONCRETE LLAMCCOLUMNS. 9. THK 3 WIDE STEEL PLATE.AT 7 1/4' . x Q Z 80. NOT USED. ' I 28. �13 STEEL CLEVIS. 81. 1/4" END DIAGONAL PLATE PER DIMENSIONS/PROFILE. e m 76 29. 1"0 A301 STEEL ROD THREADED AT EACH END. CL 82. 3/8' PLATE ASSEMBLY W/ (4) 1/4"0 x 2" LAG DEMOLITION ROOF PLAN 30. EXISTING CONCRETE COLUMN. SCREWS. LL 31. CONTINUOUS GALVANIZED RIDGE FLASHING PER 83. 1/4'THK, x (PER DIMS.) PLATE ASSEMBLY W/ (2) CD O SCALE: 1/8" = 1'-0" 77 PROFILE. 3/4"0 x 6" EMBED EPDXY BOLTS TO CONCRETE. (2) A 1/4 ® CONC..COLUMN 32. 3/8" STEEL PLATE. 5/8"0 BOLTS EACH ANGLE LEG. (_ ) 8"� 77 77 1 13 77 20 75 84. PROVIDE BASE INSULATION SYSTEM FO ALL RTU 7 ® GLU-LAM COLUMN 33.TOUNGE AND GROOVE DOUGLAS FIR WOOD ROOF L +120'-4' ,0g UNITS. TYPICAL F.F.THIRD FLR. * 3/4, - PROJECT DECKING E FIELD VERIFY 9 1/4" 1/2" NORTH 85. PROVIDE A COMPLETE MEMBRANE FLASHING SYSTEM 1'-0 1/2^ 34. ROUGH SAWN DOUGLAS FIR JOIST - (3x8 NOMINAL) AROUND ALL RTU UNITS AND THEIR BASE INSULATION. T 7 AT FABRICATED STEEL/WOOD TRUSS. TYPICAL. Ly L a 28 a ROOF PLAN N J35.OIST,3x3x1/4' EACH SIDE OF CENTER 3x8 ROUGH SAWN r W E LL �1 CENTER OF PIN O Xo 27 a 39 42 SCALE: 1/8" = 1'-0" 36. 20 GA. CORRUGATED (GALVANIZED) METAL ROOF. O O L.V �' 41 S 37. CONTINUOUS 20 GA GALVANIZED DRIP EDGE PER ( , LL 29 PROFILE. O v O CENTER OF PIN TO CENTER OF PIN " " 40 38. PREFINISHED METAL COPING (GALVANIZED). NOTE: 40 43 39. CONTINUOUS WOOD NAILER. O O PAINT ALL EXPOSED TO VIEW MISC./ 4S• 29 STRUCTURAL STEEL COMPONENTS PS-3. 30 T Sa 44 40. CONTIUOUS BEAD OF SEALANT. \ Z ,y 41. BASE SHEET. FASTEN TO WOOD NAILER, FULLY O Q z ADHERE TO ROOF SURFACE. GENERAL NOTES Z - O a I 43 m 42. 1/2" PER FOOT SLOPE FRONT TO BACK AT WOOD NAILERS, TYPICAL. LLLu (n O a m 48 1. PROTECT ANY ADJACENT MATERIAL(S) THAT ARE IN J �_ w 33 DIRECT CONTACT WITH ANY ITEM BEING DEMOLISHED. O U J z FIELD VERIFY AND CONTACT ARCHITECT FOR ANY Q J c0 O 31 34 55 I 47 n CONFLICTS. R /V�) LL O j gg 74 2. MECHANICAL (ROOF TOP UNIT PACKS) WILL BE O CL 7 z 32 1 67 I 3„ 1" DESIGN-BUILD PER MECHANICAL CONTRACTOR. ALL G_ a 33 SYSTEMS SHALL BE APPROVED BY ARCHITECT/OWNER o iy 78 3 i6 2 55 48 L5 ��n PRIOR TO ORDER/INSTALL. MECHANICAL CONTRACTOR _N w _ SHALL PROVIDE ALL DATA FOR SYSTEMS BEING PROPOSED ,^ w S4 o EA. SIDE FOR THIS PROJECT. ARCHITECT SHALL BE NOTIFIED OF I V z 6 48 40 63 �� ANY CONFLICTS THAT MAY ARRISE TO ENSURE DESIGN olilt ENTENT IS FULFILLED. _. EA. SIDE n 30 57 sa 38 3. REFERENCE STRUCTURAL DRAWINGS FOR STRUCTURAL PRO).NO.: 01029 32 a � 81 CONCRETE LID INFILL(S). 0 35 3S 29 49 DATE 08t02 46 4. RE: STRUCTURAL DRAWINGS FOR SIZE, TYPE, OR TYR. 65 Lt STRUCTURAL MEMBERS / COMPONENTS. DRAWN BY: L.W. 11 +110'-8" 9 0 0 61 34 58 -{/�� 47 CHECKED BY: S.J.S. FF.F. SECOND IELD VERIFY FLR• 1 " o 0 5 35 28 V 52 FILE: 01029A204 LEGEND REVISION: S N h7 CI 't S�-0" 6 EA.S IDE I \ 35 59 S1 4" 4" Z 88 TYP ivI 41, 79 N g 78 0 35 0 0 0 n BUILDING SECTIONS, RE: SHEET A` __j ° TYP. o Oj 3/16 w 58 72 'O d 7.. 89 A6.02. �V o 0 52 a E. B.O. STRUCT. ANGLE 9•, �- 2,11I},(2" \ W1/2 5/16 a 73 I 70 SHEET NO.: 27 I a n ni 71 PA. ETJNEW MECHANICAL SCREEN I 38 8'-10 3/8" it WALL 82 81 75 AWNING SECTION(S) ^ I O O�DIAGONAL END / .;:..,,;,;:. EXISTING CONCRETE PARAPET A`A .O4 PLATE ASSEMBLY PLATE VENT EXHAUST VENT 83 ' n PARAPET DETAIL q DETAIL (WHERE OCCURS) ROOF HATCH DETAIL DS DOWNSPOUT 712 SCALE: 3/4" = 1'-0" 010292OU 2 SCALE: 1 112" = 1'-0" 010292048 3 SCALE: 1 1l2" = 1'-0" 01029'°° 4 SCALE: 1/2" = 1'-0" 01MM4D e ,O o0a ^ r — �EE ON, SEEO7 L NOTES 75 8 r 75 SPRRONS. I WHOL 9L�LEOPRODUCTS TYPICAL AT THIS ELEVATION. SEE — Ti— —1 1— _ _ _ � OFOR REFERENCE AND GENERAL NOTS _SPECIFIC DESCRIPTIONS. — — 7 — +2 II I I I 7LITiIF 7 11I o� �% __ ____ - _ -I>1>Tll�llil>�IIilPlil�il�liilfffifi�lli�liil�fllll�lfl�flil Ill-I e--�� -9 _ lalm[a ICI lu =o 6 II 9 9 tt117 12 i ' �11 111?1 5 0� II _- WQ I r� r� r � � r -I r �l It I — I z, z1 I I z, z, I I z, z, I I t7 1 1 I I +3 TyP I I I I LJ LJ LJ LJ LJ LJ U I I I I ,3 I I I I I I I I I I I I I I I I I I I I I J------- L--- --J -------L -L------ 1------11------II------11-------L ------ L-----J —L----1 W ---- -------- -------- -------- ------------- --- ------ -------------- ------- ------------—— — ~ O DEMOLITION NORTH ELEVATION DEMOLITION EAST ELEVATION U U� enSCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ®� mM �en �o N� A B C D 1 2 3 4 6 7 8 9 OTYPICAL AT THIS ELEVATION. SEE REFERENCE AND GENERAL NOTES �----'1 FOR SPECIFIC DESCRIPTIONS. s I I I I I I CCNli STATE FA TER 00e TYPII - aj, -- O OR REFSPEC FlNCE CNDE AT THIS IELEVATION�,SEE] 17 ,7 3,-7«H 17I— '::818 B'-8"W _ 4O— R— ,-4V Z I I I I O 17 18-0Q 4 3 13 2 4 , Z W O I J '-4 1 T-4 H I W W ---- -------- ---- I_ 1 - ----11--=---11------I 1----LL------� ---- ------ ---- - - 1 � 1: a zo O O oV � DEMOLITION SOUTH ELEVATION DEMOLITON WEST ELEVATION Q 0 O w SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-0" Z = Oa < Z REFERENCE NOTES Q GENERAL NOTES ED Z 1. REMOVE ALL WINDOW FRAMES AND GLASS. PROTECT 13. REMOVE ENTIRE SURFACE MOUNTED CONDUIT/ LIGHT 1. THIS PROJECT WILL BE CONSTRUCTED IN A MANNER J BRICK WYTHE AT JAMBS/HEADS. REMOVE CONCRETE SILL FIXTURES AT EXTERIOR,TYPICAL. THAT FOLLOWS THE STANDARDS FOR REHABILITATION AND O AT INTERIOR SIDE, TYPICAL. RE: DETAIL 1 A3.03. GUIDELINES FOR REHABILITATION HISTORIC BUILDINGS. O 14. REMOVE METAL BARN DOORS AT EXTERIOR SIDE. PER OWNERS REQUEST, ALL DEMOLITION/CONSTRUCTION 2. REMOVE ALUMINUM DOOR/FRAME SECTION. DOORS ARE TO BE REFURBISHED AND REINSTALLED PER NEEDS TO FOLLOW THOSE GUIDELINES. O CL STANDARDS FOR REHABILITATION TYPICAL OF(2) DOORS N 1: Z W 3. REMOVE WOOD DOOR/FRAME SECTION. TOTAL AT EAST ELEVATION. 2. UNLESS NOTED OTHERWISE,ALL PIPE HANDRAILS/ GUARDRAILS ARE TO REMAIN. 4. REMOVE WOOD WINDOW FRAME/GLASS. PROTECT 15. REMOVE ENTIRE WOOD DOOR (PRODUCT SHOOT) TO T /� Q BRICK WYTHE AT JAMBS, HEADS, AND SILLS. BRICK ROUGH OPENING. 3. NIGH-PRESSURE/SANDBLASTING FOR CLEANING THE �L V BRICK AND CONCRETE ON THIS PROJECT IS NOT 5. REMOVE/DEMOLISH WOOD STAIRS AND HANDRAIL. 16. DEMOLISH ENTIRE BRICK WYTHE BAY INFlLL AT THIS ALLOWED. RE: A3.01 FOR BUILDING (EXTERIOR/INTERIOR) BAY. SALVAGE AS MUCH BRICK AS POSSIBLE FOR REUSE CLEANING PROCEDURES. 6. DEMOLISH ENTIRE EXISTING FREIGHT ELEVATOR ON THIS PROJECT DESCRIBED ON OTHER PORTIONS OF PItOJ.NOS 01029 EQUIPMENT/HOUSING. THE DOCUMENT SET. (3) BAYS TOTAL. 4. RE: SHEET A2.04, DEMOLITION ROOF PLAN FOR DEMOLITION AT ROOF. DATE 08102 7. REMOVE EXISTING METAL FIRE DOORS, PULLEYS, 17. SAW CUT NEW ROUGH OPENINGS FOR NEW WINDOW COUNTERWEIGHTS, CABLES, ETC. PROTECT ALL /DOOR. RE: ELEVATIONS ABOVE FOR ROUGH OPENING 5. PROTECT FROM DAMAGE ALL ADJACENT BRICK, CMU, DRAWN BY: L.W. COMPONENTS. ALL ITEMS JUST DESCRIBED ARE TO BE SIZE. SALVAGE AS MUCH BRICK AS POSSIBLE FOR AND CONCRETE COLUMNS/BEAMS THAT ARE IN DIRECT CHECKED BY: sj.S. REFURBISHED AND REINSTALLED PER STANDARDS FOR REUSE/TEST PATCHES FOR CLEANING PURPOSES. CONTACT WITH THE DEMOLITION WORK DESCRIBED ON REHABILITATION. SHEET. FILE 010290DOATION. TYPICAL OF (6) DOORS TOTAL AT ALLEY. 18 SAWCUT EXISTING CONCRETE FOUNDATION FOR NEW REVISION. 8. REMOVE ALUMINUM OVERHEAD DOOR AND SALVAGE ROUGH OPENING PER SIZE INDICATED. EA TO OWNER. 19. NOT USED. 9. REMOVE METAL BARN DOORS AT INTERIOR SIDE. DOORS ARE TO BE REFURBISHED AND REINSTALLED PER 20. GRIND SMOOTH ANY ABRASIVE AND/OR ROUGH ROCK STANDARDS FOR REHABILITATION TYPICAL OF(2) DOORS POCKETS AT EXISTING EXPOSED FOUNDATION ALONG THE TOTAL AT NORTH ELEVATION. ENTIRE WALL PLAIN DESIGNATED BY THE DIMENSION STRING SHOWN ABOVE. 10. REMOVE OSB (INTERIOR SIDE MOUNTED), WOOD STUD 21. DEMOLISH EXISTING CONCRETE INFlLLS AT ORIGINAL INFlLL AT CONCRETE BAY. SHEET NO.: WINDOW ROUGH OPENINGS. REMOVE PAD MOUNTED AIR CONDITIONER FAN/ 22. DEMOLISH EXISTING GUTTER AND DOWNSPOUT. RE w.oO REFRIGERATOR. J' 12. DEMOLISH ENTIRE CORRUGATED METAL/WOOD RAFTER/STEEL ANGLE AWNING AND RELATED HARDWARE, TYPICAL. nt it n 0,00 B o� D C B A 6.02 9 8 7 6 5 4 3 2 1 0000 4 - +135'-0" F.V. �, 1 EXISTING PARAPET PR STAIR PARAP�- 18 VARIES o 0 o PAPER R-1835 13 _ _ �- WEE C�] Gam C G�G�G� G� o o PRODUCTS TYR 13 EXISTING ROOF •! ��pP 25 25 25 23 23 24 24 24 24 24 18 , TYP. 12 F.V. _ --- F,F. THIRD FLR. --1 20 20 20 i I 18 16 19 19 19 19 19 A2.04 A2.04 F.F. SECONDD FD to 15 0 ] I I 10 _---___- I I W o.•_ +100'-0" F.V. Now QN F.F. FIRST F�- (/) JG I I �;, �, I I �,. �„ I I �,♦ `';♦ I I I I I I I 10 I I 8 2 I I 9 I I I I v LL I m I IIL __ I I I I I I I I I I I I I ------- ----- - --1� - ------- 1------ 1------- 1- -----II------LL------I ------L L-----J -L----1 U - --�--- -----� F.F. N STAIR/BASEMENT 3 - 3------ ------3- � 17 A O1 SIM. L------- - 6.02 EAST ELEVATION ° NORTH ELEVATION SCALE: 1/8" _ ,'-o" - SCALE: 1/8" = 1'-0" T Z +138'-0" + N �APET EEVATOR/HVAC SHAFT coM U)IN A B T D 1 2 3 I 4 11 E 5 6 7 8 9 co 6.02 q 4 s.o2 zo z,2 8 p 23 No O 1 TYP. 7 6.02 6.02 Nv 4' 2 8 23 TYP. 8 + 8 - STAIR PARAPET STAIR PARAPET (aLF=m STATE FIAMER CO. SIM. f5 2 8 22 22 22 0- 31 z6 39 40 40 3a 11 14 2s ---- - +120'-4" F.V. I/ F.F. THIRD FLR. --- �� 1] 1] 1] ( 31 21 37 7 38 3] S1 I _ I �_+110'-8" F. I I� 1 A2.04 33 3J I 1 A2.04 I ze � F.F. SECOND FLR. I l Q ---7 30 16 16 16 11 15 32 JS S2 _+100'-0" F.V. �_ J 27 F.F. FIRST FLR. _ { I I I 24 ,8 19 t A P3.01 B I I J I I A1.0 1 � ,_-- ------------ -- --- ---- ------ ----� --�--- -- -- --- - I - -JL- - --r------ -------- -- ----- - ----I -- ------- ------- - � Z SIM. -------- -- F.F. N. STAIR/BASEMENT -------- W CL 3 17 rL ------ -O---J-- N O CL 02 7 SIM i7 22 t7 6,02 F.F. S. STAIR/BASEMENT LOeeY� SOUTH ELEVATION , F- (n SCALE: 1/8" = 1'-O" q E O O O 6.02 6.02 WEST ELEVATION Z U 7 n SCALE: 1/8" = 1'-0" O Q IY o > Lu PARAPET ELEVATOR/HVAC SHAFT O Q w 6 +�_134'-8" - - +134'-8" F.V. _ Q STAIR PARAPET EXISTING CONCRETE PARAPET SIM. f5 „ REFERENCE NOTES GENERAL NOTES LU Z v °C e 1t 14 „ ,5 SIM. 1. PLUG EXISTING CHIMNEY AND POUR A-4-WAY 1. PAINT ALL EXPOSED TO VIEW FERROUS MISC. STEEL, U O O SLOPING CONCRETE CAP. 12. DASHED LINES INDICATE EXISTING METAL FIRE DOORS STRUCTURAL STEEL FRAME MEMBERS, HANDRAILS, '^ Q e (REFURBISHED) REINSTALLED AT ORIGINAL LOCATION(S) GUARDRAILS, AND AWNING STEEL(EXCLUDING ANY 2 V/ LL- 2. NEW AWNING. RE: DETAIL 1/A2.04. WITH ALL COMPONENTS CLEANED, PAINTED, AND INSTALL GALVANIZED METAL ROOF PANEL(S), ETC. - PAINT SYSTEM O IN AN OPEN FIXED POSITION. PS-3. COLOR TO BE SELECTED BY ARCHITECT. +1._THIR F.V. _ _ +1. TFIIR F.V. 3.WI O CONCRETE MASONRY UNIT INFILL AT EXISTING N F.F. THIRD FLR. �� F.F. THIRD WINDOW ROUGH OPENING. SACK SMOOTH AT EXTERIOR 13. NEW 18 GA. (GALVANIZED) GUTTER AND (2) 2. RE: FLOOR PLANS AND SHEET A3.02 FOR EXTERIOR TO MATCH EXISTING ADJACENT CONCRETE FOUNDATION DOWNSPOUT(S). WINDOW TYPES AND DETAILS. _ W I I /1 //�� I I I I 14. STEEL CHANNEL. 3. ISOLATE ALL DISSIMILAR MATERIALS. 2 V 4. FULLY ENCLOSE EXTERIOR WALLSALROOF FOR MECHANAz.oa I I I A2.°a MECHANICAL CAL ROOFETOP UNITS WITH ARCHITECT. CATIONS OF iSTEELIBE ANGLEEL COLUMN. RE: DETAIL ATTACHMENTS TOCO UMN3/A3.03 FOR 4.BUILDING OF UILDINGN ALL ,R NOLL PLANES AT SANDBLASTING OR HIGHS OF +110'-8" F.V. _ I I _ +110'-8_F.V. PRESSURE WATER METHODS WILL BE ALLOWED. A SERIES -F.F. SECOND FLR. I F.F. SECOND FLR 16. EXISTING STEEL PIPE GUARDRAIL/HANDRAIL SYSTEM. OF (3) TEST PATCHES WILL BE REQUIRED WITH FULL PROF.NO.: 01029 PRIME AND PAINT - PAINT SYSTEM PS-3. COLOR TO BE DOCUMENTATION TO BE PRE APPROVED BY U.S. PARKS DATE: 08/02 l 6. 26 GA. CORRUGATED (GALVALUME) METAL WALL SELECTED BY ARCHITECT. SERVICE PRIOR TO TESTING. USE OF MILD SOAP PANELS. ORIENTATION OF PANEL(S) PER ELEVATIONS. CLEANING AGENTS (NO ACIDIC AGENTS ALLOWED). DRAWN BY: G.U. 22 35 (7 7. 26 GA. GALVANIZED - ZINC COATED METAL 17. NEW FINISH.SED C.I.P. CONCRETE FOUNDATION - CONSULT WITH ARCHITECT PRIOR TO TESTING. CHECKED BY: SJ.S. `hII1S �11� ��•�(�� /� COPINGS/FLASHINGS. FILE: 0f029A301 +100'-0• F.V. _ _ +100'-0" F.V. ` a 18. NEW ROUGH SAWN DIMENSION LUMBER INFILL AT F.F. FIRST FLR. F.F. FIRST F� P'•1 �r A�VI REVISION: T"' �p 8. 18 GA. CORRUGATED GALVANIZED ROOF PANELS) AT EXISTING AND/OR NEW OPENINGS. RE: DETAIL 6/A5.01. LEGEND ��.'�V��iC�V� ' EXTERIOR AWNING(S), TYPICAL. 19. BRICK INFILL AS REQUIRED INTO EXISTING ROUGH +95'-0• F.V. I OPENING TO ACCOMMODATE NEW WINDOW SYSTEM. USE LF.F. ELEV. L0 ��,\� J, � ,5 9• DASHED LINE INDICATES EXISTING (REFURBISHED) SALVAGED BRICK FROM WEST ELEVATION DEMOLITION. LL^�- ZZ METAL BARN DOOR(S) REINSTALLED 0 ORIGINAL BUILDING SECTIONS, RE: SHEET --- L�1 ,1,� Qpy LOCATIONS WITH ALL COMPONENTS CLEANED, PAINTED, 20. GLU-LAM COLUMN. A4.01. ---- �-L 7"I Uc AND IN SMOOTH OPERATING CONDITION(S). 17 wp\N ` 10. DASHED LINE(S) INDICATE EXISTING (REFURBISHED) 21• GLU-LAM BEAM. 1_` METAL BARN DOORS REINSTALLED AT ORIGINAL LOCATIONS 22. NEW ROUGH SAWN DIMENSIONAL LUMBER INFILL. RE: SHEET NO.: (D WITH ALL COMPONENTS CLEANED, PAINTED, AND DETAIL 6/A5.01 SIM.. RE: 6.02 SECTIONS, INSTALLED IN AN OPEN FIXED POSITION. 23. EXISTING CONCRETE PARAPET. S PARTIAL ELEVATION PARTIAL ELEVATION STRUCTURAL EXPOSED STEEL (STRUCTURAL) MEMBER(5). RE: A3 01 STRUCTURAL DRAWINGS. 24. PRECAST CONCRETE SILL. MATCH LENGTH, TO , ` ■ EXISTING. FIELD VERIFY DIMENSIONS, LENGTH, ETC. STEEL WINDOW FRAME SECTION/ O FRAME GLAZING/SYSTTEEMS WINDOW A3.02 WINDOW TYPES O SCALE: 1/4" = 1'-0" REFERENCE NOTES o ° 1. STEEL WINDOW FRAME SECTION. ao�0 2. ALUMINUM CLAD/WOOD WINDOW FRAME SECTION. 3. AWNING SECTION. PROVIDE SNAP LOCK/CLOSE UP HINGE WHERE OCCURS, TYPICAL. ._.. 4. PROVIDE MANUFACTURER STANDARD DETAIL TO 12•_8" SECURELY ANCHOR WINDOW FRAME SECTION TO EXISTING PROFp , 3'-8' 3'-4" 12'-0" 9'-9" 3'-6" 3'-2" � 5'-10" 0. Q. Q. EO. EQ. EQ. EQ. EQ. EO. EQ 16EQ. Q. Q. Q. Q. Q.;Q.I9Q.§Q.UEQ. Q. Q. Q. EQ. EQ. _ EQ. 6 EQ. I, EQ. 6 EQ. EQ. CONCRETE FLOOR/SLABS. u 1 u 5 1 u •8 1 u 6 1 u 5 1 u $ 1 5. INSULATED GLASS UNIT(S). EQ. EQ. EQ. EQ, 1 14 1 14 $ 0 6. .INSULATED FULLY TEMPERED GLASS UNITS) WHERE ay,S/oZ,g $ 5 iv w I Ia N w fa Tw- HAND 1s INDICATED BY HATCH.SIM. SIM.. • SIM. SIM. SIM. SIM. "7. FULLY TEMPERED GLASS.N :. OPP. N o OPP. j OPP. j d OPP. OPP. OPP. HAND HAND in HAND in HAND HAND N o 16 o au I iv iv 8. RE: 6/A5.01 SIMILAR CONDITION AT WINDOW HEAD. SIM. C' 1a =: '� cr o d OPP. M w w J sl` w w w o w o 0 9. NOT USED. 1e HAND SIM. 8 `oI 7 , I 8 I • N OPP. N 1s OPP. iv 1a N 1e N 1e o1 01 10. 12"THICK CONCRETE FOUNDATION BENEATH WINDOW HAND HAND s nlrl*s 1',, SILL a 3 A5.01 j 3 j 3 3 3 3 i 3 a 4 r 4 11. 14"THICK CONCRETE FOUNDATION BENEATH WINDOW n It 1 s l :: SILL STEEL STEEL STEEL STEEL SfEEI STEEL STEEL 18 SIM•S7EEL STEEL 1e SIM 01029302Z Q p� TYPE O FRAME TYPE O FRAME TYPE Q FRAME TYPE O FRAME TYPE O FRAME TYPE O FRAME TYPE O FRAME TYPE O FRAME TYPE O FRAME �O�- o00 1 8'-0" 8'-0" 9'-4" 6'-0" 10'-0" 5'-0" 8'_8" I^ �N v/ J< EQ. EQ. EQ. Q. Q. Q. 0. Q. Q. 0. 0. EQ. EQ. EQ. EQ. EQ. E0. E0. E0. Q. 0. EQ. EQ. E0. E0. NQ 1 1 1 1 1 1 u I 14 14 14 $ 14 m 5 5 3 3 $ I ` t4 5 14 $ 14 r, l l 13 13 W 15 �/ f0 w SIM. O I SIM. SIM. '� W OPP. w m w 15 w 15 j H1 Is Lu N ::E HAND iv HAND HAND M. SIM. of ci SIM. 1° SIM. 1 ,y r OPP. OPP. ;0 I" OPP. / \ / \ OPP. �- o a 1 `" '� o a w o a HAND o a HAND HAND HAND Q 7 1 w .� w O N C la00 1a O A5.01 :152.1 ,` g Z 1 , 8 Ow 8 j 3 3 w W 1 3 ll SIM. SIM. 1s SIM. U �N TYPE 10 FREE ` " TYPE E ` TYPE 2 SFRAME TYPE 13 ALE ` ,a SIM. 14 E TYPE 1s FRAME TYPE 1a FRAME �m � 000 mM Qrlo N4 12'-2" 3'-4" 9'-10" 12'-2" 8'-8" a 12'-2" 1 EQ.UEQ.LJEQ.LJEQ.JEO.JEQ.LJEQ.UFO.LJEQ. EQ JEO. Q. Q. 1 0. Q. Q. 0. 0. 0. Q. 0. Q. 1 EQ. Q. Q. Q. Q. 0. Q. Q. 0. E0. 1 EQ. EQ. EQ. 1 EQ. Q. Q. Q. Q. Q. 0. EQ. -11 14 $ 14 5 14 $ 14 5 14 5 14 $ �j to 15 W to L,dj 7a / \ 15 W 15 I SIM. ,I SIM. SIM. SIM. I / \ SIM. I1 SIM. OPP. "+ ti OPP. n d OPP. "+ d OPP. n / \ OPP. n d / \ / \ OPP. w HAND HAND w HAND w / \ HAND HAND W HAND 1e 16 1e 1s 1s 1e 3 3 3 3 6 3 3 3 3 3 3 < a A5.01 :} < F.L. GENERAL NOTES U TYPE 7 RAME TYPE 18 RAME TYPE 19 FRAME TYPE 20 �E TYPE 21 RAME TYPE 22 RA.ME 7. GENERAL CONTRACTOR FIELD VERIFY ALL EXISTING z WINDOW OPENING(S) FOR NEW STEEL FRAME WINDOW(S) PRIOR TO FABRICATION. 2. NEW STEEL WINDOW(S) ARE TO BE LOCATED AT ORIGINAL WINDOW LOCATIONS - FIELD VERIFY. 1 3. SACK ALL DAMAGED CONCRETE BEAM (HEADS), �1 CONCRETE SILL(S), AND REPOINT/REPLACE BRICK AT 3'-4" 9'-10" 12'-2° 8'-8" 2 3'-0" JAMBS ANY AREA THAT HAS PHYSICAL DAMAGE. 1 Q. Q. 0. t Q. 0. Q. 0. 0. 0. Q. Q. Q. t EQ. Q. Q. Q. Q. .Q. Q. Q. Q. EQ. 1 EQ. EQ. EQ. 4. ALL STEEL WINDOW FRAME SECTION DETAILS ARE u 5 14 5 Iu $ u 5 a 6 BASED OFF OF TORRANCE STEEL WINDOW CO. - 2 CENTURY 2000 SERIES. ANY MANUFACTURER OF EQUAL 0 1s o 1a o s 1a a 0 a 6 SUBSTITUTE WILL ONLY BE APPROVED BY ARCHITECT. w .1 / \ 1 SIM. 5. ALL ALUMINUM CLAD/WOOD WINDOW FRAME SECTION I SIM. I SIM. I SIM. I / \ SIM. ;.1 M ci OPP. 'y ti OPP. �'1 p OPP. in / \ OPP. OPP. DETAILS ARE BASED OFF OF KOLBE & KOLBE MILLWORK W w w \ \ AND HAND I HAND CO.. ANY MANUFACTURER OF EQUAL SUBSTITUTE WILL HAND HAND H 1 .1 ONLY BE APPROVED BY ARCHITECT. w ^� 6. ALL EXTERIOR GLASS WILL BE CLEAR - 1" Lei J m OD 6 w 00 N SIM. INSULATED, FULLY TEMPERED SAFETY, WHERE CALLED OUT A5.01 SIM. OPP. AT WINDOW TYPES. 'a 3 µ 3 3 a 3 3 a 3 e OPP. HAND In o HAND in 7. PROVIDE FULLY TEMPERED SAFETY UNITS WHERE ILL- F.L. REQUIRED BY U.B.C. SECTION 2406. O O W 8. RE: WINDOW TYPES FOR OPERABLE FRAME SECTIONS Z ( , 0 TYPE 23 STEEL TYPE 24 STEEL TYPE 25 STEEL TYPE 29 STEEL TYPE 27 ALUMINUM CLAD TYPE 2a PLUMINUM CLAD TYPE 29 'ALUMINUM CLAD & TYPE, v FRAME FRAME FRAME FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME O ' 9. ALUMINUM CLAD/WOOD WINDOW KYNAR COLOR ® _ EXTERIOR TO BE SELECTED BY ARCHITECT. L Q O W 2 2'-10" Q 10. POWDER COATED STEEL WINDOW COLOR ® Z T CL EXTERIOR/INTERIOR TO BE SELECTED BY ARCHITECT. \ J� $ O � Q 3'-0" 3'-0" 2 2'-10" 2'-10" Q 2 a �j 2 1 SIM. 5 2'-3" 2'-3" 2'-10' 2'-3" 2'-10" Z 2 4 8 $ W I -��` W Z s 8 2 2 I uNJ e 8 0 2 s m w 7 2 S s z 2 O J O CORNER 9 SIM. 9 w �R I s I o 8 a `a 10 6 V/ ILL SIM. 7x y I I O HOAND ^ N. SIM. a f ® o cr �... s CORNER w xsd: '� w s ® 1I to r7 io SIM. m II 1n io 10 CL .,;:. OPP OPP. w ° J CORNER oI W ® CORNER a iq io SIM. n Io a HAND s,. e ..," sa ,f:. ^ 12 12 I1 N HAND (n ,:m .. Mve .z O Wit, 8 io is m ti /) SIM. :a,,.': 11 N iN F.L a PP. .:... ..... .:. a 4 4 IJ 12 12 PROJTYPE O TYPE O TYPE O TYPE O TYPE O TYPE O TYPE O TYPE O TYPE O TYPE O TYPE O DATE: NO.: 01029 30 31 32 33 34 3a 36 37 38 39 40 DATE: 08IO2 ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD DRAWN BY: G.U. WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME WOOD WINDOW FRAME CHECKED BY: S.J.S. *GENERAL CONTRACTOR *UNLESS NOTED OTHERWISE ALL SYMBOLS LEGEND FILE: 01029A302 REVISION: FIELD VERIFY ALL DIMENSIONS DETAILS FOR THE WINDOW TYPES PRIOR TO FABRICATION AREA DRAWN ON SHEET A3.03. RE: O DETAIL NO. RE: SHEET A3.03 SYMBOL--D FULLY TEMPERED SAFETY GLASS SHEET NO.: L/ Y .O L�/� REFERENCE NOTES 1 2 1. RE: STRUCTURAL DRAWINGS. .O 1 7 4 2. STEEL CHANNEL. vG9 10 3 4 3. PREFORMED JOINT.SEALANT. 6 25 2g 51 45 w 4 SEALANT. 3 4 EA. SIDE 46 51 5. 1x3 V.G. DOUGLAS FIR TRIM. 6. VAPOR RETARDER. PIT Q 3 4 I a 31 II 4p 7. 8"STEEL STUD(S) O 18" O.C.. 15 9 4. Q 8. 15# BUILDING PAPER. WRAP INTO WINDOW ROUGH m R-1)83>�9 1 I OPENINGS TO BACKSIDE OF WOOD/STEEL STUD, TYPICAL. 1,p�(L psFULL OF s� LENGTH 9• BLOCKING/SHIMMING AS REQUIRED. P O PERIMETER 14 17 Q I 10. 5/8" GYPSUM SHEATHING. 4 1/2 7 1 2 N I I 11. ALUMINUM CLAD/WOOD WINDOW FRAME SECTION. 13 �...No .. ■.01010-Iiiiin. . .. ... 12. GLASS UNIT(S) - RE: A3.02 FOR GLASS TYPE(S). CONT. BEAD 12 a 1/4�+ ` N 40 4 � � REFERENCE A303 34 51 39 13. 1x4 V.G. DOUGLAS FIR CASEMENT TRIM. N 14. 1x3 V.G. DOUGLAS FIR CASEMENT TRIM WITH 1/4" HEAD DETAIL SILL DETAIL FOR INFORMATION CHAMFER. NOT SHOWN a 3 4 EACH 12 36 NO 1 SCALE: 3" = 1'-0" 0102MA SCALE: 3" = 1'-0" 010203031 I �Q Ov SIDE 15. 5/8"GYPSUM WALL BOARD. RE: WALL TYPES SHEET �(7) A5.01 FOR TYPE. mg CL to 24 F.v. F.V. F.V. 16. R-19 UNFACED BLANKET INSULATION O STEEL STUD OM FRAMING - FACED BLANKET INSULATION O WOOD STUD FRAMING WHERE OCCURS. _� 22 VERITY PER MFR. QN I 23 24 = CAL 2 / 3" 04�HEAD DETAIL 1�1 L ANGLE - L3"x 2" x 3/18" LONG LEG OUT. �_`., 29 SCALE: 31, = 1'-0" 0+02awaP 18. STEEL TUBE SECTION. L_ m19. �" 19 i° JAMB DETAIL 7 5 8" PROVIDEUAR AROUND PERIMFACTURER flTERDOF ALL PANELS. FILLER. F- U19 010293= fL 20. 26 GA. PANEL EDGE FLASHING PROFILE - 20 RE: DETAIL worm 29 W 7 FOR FLASHING/ REFERENCE GALVALUME. 1 21 DIMS.TERFLASHING e P1 21. 26. GA. COUNTER FLASHING - GALVALUME. s6 0 22. PROVIDE METAL SECONDARY FRAMING FOR ALL WALL REFERENCE e I I n 1 A3.03 FJL. Vk PANELS BY WAIL PANEL MANUFACTURER. INSTALL Q A3.03 I FOR INFO. SECONDARY FRAMING PER WALL PANEL MANUFACTURER'S Z FOR INFORMATION I NOT 3 4 RECOMMENDATIONS. NOT SHOWN SHOWN a2 18 1 a 23. 26 GA. CORRUGATED OR 'M' WALL PANEL(S) - ■.... . �, .......■ ....i .....■ I GALVANIZED. SUBMIT MANUFACTURER THAT WILL FULLY mM 3 4 WARRANTEE THIS TYPE OF WALL PANEL. 1 Q) h j; REFERENCE 9 24. RE: EXTERIOR ELEVATIONS FOR SIDING 1 HEAD DETAIL /3A3 II CONFIGURATION. __ _. _ _ orn REFERENCE A303 G 37 I mM 1 C7 mossaoar " FOR INFORMATION ^ 25. ix6 V.G. DOUGLAS FIR CASEMENT TRIM AT SILL, L.L FOR INFORMATION SCALE: 3" = 1'-O" NOT SHOWN 1 ■ �n^ I 38 PROVIDE 1/4"CHAMFER BULL NOSE AT EACH END. R8 I NOT SHOWN ■..... .. ■I . .... .■ ............■ 1 _ h 1 26. C.I.P. CONCRETE FOUNDATION. ' Nv I I I I I 27. CONCRETE FOUNDATION BEYOND. I I I 28. CONTINUOUS 26 GA. SILL FLASHING FULL LENGTH OF 24 17 FIELD VERIFY 1 40 WINDOW ROUGH OPENING - GALVALUME. 20 •.�. �.�.■ . r .■ o■ 0 35 29. PROVIDE MANUFACTURER STANDARD NEOPRENE GASKETED SCREW AT ALL EXPOSED TO 2 JAMB DETAIL e = MANUFACTURER AT RECOMMENDED SPACNGHPERER SCREW 20 REFERENCE P303 MANUFACTURER ER MFR. SCALE: 3" = 1'-0" 07= FOR INFORMATION N 30. GLU-LAMINIATED BEAM. NOT SHOWN 12 31. GLU-LAMINATED COLUMN. F.V. F.V. 32. V.G. DOUGLAS FIR TRIM PER DIMENSION(S). 25 1O 33. 2x6 WOOD STUD FRAMING O 16" O.C. WHERE 25 _ 15 JAMB DETAIL OCCURS. ER MFR. SCALE: 3" = 1'-0" 010220 34. STEEL CLEVIS / STEEL ROD. \ REFERENCE a 21 F.V. F.V. 35. EXISTING CONCRETE BEAM. SACK ALL DAMAGED Z A3.03 � AREAS SMOOTH AS REQUIRED. FIELD VERIFY, FOR INFORMATION 21 w NOT SHOWN FIELD VERIFY 36. EXISTING BRICK WYFHE INFILL AT JAMB(S). REPOINT N1 JOINTS/REPLACE DAMAGED/MISSING BRICK AS REQUIRED. JAMB DETAIL FlELD VERIFY. ■ �� SCALE: 01ON303° = 1'-0" 37. IXISTING CONCRETE SILLS) AT EXTERIOR/INTERIOR. 7■ ■ ■■ No I 11 ■m■ 3" SACK DAMAGED AREAS SMOOTH AS REQUIRED. FIELD 3" JAMB DETAIL 36 VERIFY. 38. DASHED LINE INDICATES BRICK SILL AT EXTERIOR. �A j SCALE: 3" = 1'-0" omz93o3o 4 1/2 I REPOINT/REPLACE DAMAGED/MISSING BRICKS AT EXISTING ■ - INSTALL NEW AT NEW CUT OPENINGS. FIELD VERIFY. ■ pER�y 3 4 � RE�CE 4 39. NEW STEEL WINDOW FRAME SECTION. ,::.... � \ A3.03 25 32 40. 1x1 TUBE STEEL FULL LENGTH OF ROUGH OPENING ■ \ ■ 4 I 14 AT ALL SIDES. �I FOR INFO. 3 1/2' REFERENCE A3.03 _-._.___ _ ■ NOT SHOWN ° 20 41. 1x1x1/8"STEEL ANGLE SET IN CONTINUOUS BED OF W ■ 25 M FOR INFORMATION II SEALANT AT ALL SIDES OF WINDOW ROUGH OPENING. T No NOT SHOWN L1•• 43 �� ,4'J• .........■ ■. ..�.. . .. 42. LAG SCREW ANCHOR(S) PER WINDOW MANUFACTURER. 137 - REFERENCE FOR INFORMATION NOT SHOWN IELD VERIFY ,.'; N "1 A3.o3 JI 1 43. DASHED LINE INDICATES STEEL CHANNEL BEHIND. u- O 1/44" "� 21 V I- T�7 1 44. GLU-LAM COLUMN BEYOND. O CORNER JAMB DETAIL to = = N T.V. 37 1 - 45. STEEL THRU-BOLT. Z U38 a7 SCALE: 3" = 1'-0" mozs3ox _ 46. STEEL PLATE ASSEMBLY. O 15 20 N 47. CONCRETE SLAB-ON-GRADE/FILL POUR. F- � O 8 - 21 48. STEEL CHANNEL, WHERE OCCURS. Q Z T w 18 49. VERTICAL GRAIN, DOUGLAS FIR, CUT TO FIT. FIELD O 7 Q Q Q 13 1 44 VERIFY. - 50. EXPANSION JOINT FILLER. VERIFY PER MFR. SILL DETAIL Lu Z i $ SILL DETAIL 30 16 „ - o,�� 51. RE: AWNING SECTION DETAILS 1/A2.04. 0C J SCALE. 3 - 1'-0' SILL DETAIL U O � u SCALE: 3" = 1'-0" °70 01X �� SCALE: 3" = 1'-0" 01020303M (^^) LL Q M 11 O 1..� 12 Z Z 33 48 4 1/2" 9 1 18 T JO i 4 3 4 �L 44 2 ;, `° I i 28 GENERAL NOTES 8 3 4 I 1. GENERAL CONTRACTOR FIELD VERIFY ALL EXISTING 6. ALL EXTERIOR GLASS WILL BE CLEAR - 1" PRo1.No.: 01029 4 1/2" 2" t 1/ WINDOW OPENING(S) FOR NEW STEEL FRAME WINDOW(S) INSULATED, FULLY TEMPERED SAFETY UNITS WHERE DATE: 08/02 1 28 PRIOR TO FABRICATION. CALLED OUT AT WINDOW TYPES. 50 L7 DRAWN BY: G.U. REFERENCE 2. NEW STEEL WINDOW(S)ARE TO BE LOCATED AT 7. PROVIDE FULLY TEMPERED SAFETY UNITS WHERE BOTH ORIGINAL WINDOW LOCATIONS - FIELD VERIFY. REQUIRED BY U.B.C. SECTION 2406. CHECKED BY: s.1.s. j 1 47 Q SIDES FILE: 01029A303 FOR INFORMATION N n 20 u. Q 3. SACK ALL DAMAGED CONCRETE BEAM (HEADS), &TRYEP.EWINDOW TYPES FOR OPERABLE FRAME SECTIONS REVISION: NOT SHOWN CONCRETE SILL(S), AND REPOINT/REPLACE BRICK AT JAMBS ANY AREA THAT HAS PHYSICAL DAMAGE. 32 "> 9. ALUMINUM CLAD/WOOD WINDOW KYNAR COLOR O Y1 I Q 4. ALL STEEL WINDOW FRAME SECTION DETAILS ARE EXTERIOR TO BE SELECTED BY ARCHITECT. f.V. BASED OFF OF TORRANCE STEEL WINDOW CO. - 10. POWDER COATED STEEL WINDOW COLOR O CENTURY 2000 SERIES. ANY MANUFACTURER OF EQUAL 14 3 4 SUBSTITUTE WILL ONLY BE APPROVED BY ARCHITECT. EXTERIOR/INTERIOR TO BE SELECTED BY ARCHITECT. 11 4 1 2 g 1/7- S. ALL ALUMINUM CLAD/WOOD WINDOW FRAME SECTION 11. PAINT ALL EXPOSED TO VIEW FERROUS STEEL PAINT DETAILS ARE BASED OFF OF KOLBE & KOLBE MILLWORK SYSTEM PS-3. RE: SHEET A8.01. 13 CO.. ANY MANUFACTURER OF EQUAL SUBSTITUTE WILL SHEET NO.: e ^ I /4 ONLY BE APPROVED BY ARCHITECT. 12. RE: SHEETS A8.01 AND A8.02 FOR FINISHES TO V rr 4 INTERIOR AND EXTERIOR WOOD TRIM/PLANKING, ETC.4 HEAD / SILL DETAIL 9 HEAD DETAIL 13 SILL DETAIL �`'I/� �3•03 o SCALE: 3" = 1'-0" OID29303D SCALE: 3" = 1'-0" 01020JD� SCALE: 3" = 1'-0" 01029303N n WALL TYPE SCHEDULE D- REFERENCE NOTES 0 °° U'L' #/ 1. 5/8" GYPSUM WALL BOARD. WALL FIRE RESISTIVE GA FILE #/ WALL oaoo TYPE DESCRIPTION CONSTRUCTION UBC TABLE HT. REMARKS 2. VAPOR RETARDER. 3-1/2" STEEL STUDS ® 16"O.C. WITH (1) OO 3. UNFACED MINERAL FIBER BLANKET INSULATION, 1 LAYER OF 5/8"TYPE 'X' G.W.B. ON EACH 1-HR UL SD R-t9. _ .. SIDE. U465 4 4 4. 5/8" GYPSUM SHEATHING - 5 5 3-1/2" STEEL STUDS 0 16"O.C. WITH (1) O 5. 15 BUILDING PAPER. PFWFf�� LAYER OF 5/8" G.W.B. ON EACH SIDE AND 2 SOUND ATTENUATION BLANKETS FULL - SD 6. PROVIDE SECONDARY METAL FRAMING AT 6 \� 6 THICKNESS OF STUD CAVITY. MANUFACTURED WALL PANELS BY WALL PANEL 3 MANUFACTURER. INSTALL PER MANUFACTURER'S AR'7) � VERIFY PER MFR. RECOMMENDATIONS. lot- VERIFY ¢ PER MFR. 7 15 3-1/2" STEEL STUDS 0 16" O.C. WITH (1) OO �r./'r 0 �`'� 3 _ 3 LAYER OF 5/8" G.W.B. ON EACH SIDE. - 4'-0" 7. 26 GA. BOTTOM EDGE FLASHING PROFILE - B 1 2 72 GALVANIZED. 8. 26 GA. PANEL EDGE FLASHING PROFILE - 10 14 = 18 6" STEEL STUDS 0 16" O.C. WITH (1) LAYER 00 GALVANIZED. 01, OF 7 \1 2 4 SIDE /8(1)ATER LAYER RESISTIVE 5/8G G.W.B. ON(i(1) - SD 9. CORRUGATED METAL SIDING BEYOND. tt a tt SIDE AND SOUND ATTENUATION BLANKETS 10. 26 GA. CORRUGATED METAL SIDING - GALVANIZED. = 1 * - - FULL THICKNESS OF STUD CAVITY. 0 11. PROVIDE MANUFACTURER'S STANDARD SCREW AT 12 1 17 3-1/2" STEEL STUDS 0 16" O.C. WITH (1) OO O, FRAMING EEXPANSION AND CONTRACTION.SECONDARY 15 t LAYER OF 5/8" WATER RESISTIVE G.W.B. ON N O in 13 in 12 5 (1) SIDE / (1) LAYER OF 5/8" G.W.B. ON - SD 12. PROVIDE MANUFACTURER'S STANDARD NEOPRENE CD It e g (1) SIDE AND SOUND ATTENUATION BLANKETS GASKETED SCREW AT ALL EXPOSED TO WEATHER SCREW rn C? 14 g _ FULL THICKNESS OF STUD CAVITY. HEADS. INSTALL AT RECOMMENDED SPACING. � 00" 13. CONTINUOUS DRIP EDGE. 26 GA. - GALVANIZED. Lu Oro 6 NOT USED. 2 0 e i6 14. MANUFACTURER'S STANDARD COMPRESSIBLE FILLER. Q N PROVIDE AROUND PERIMETER OF ALL PANELS. 3-1/2" STEEL STUDS 0 i6"O.C. WITH (1) O 15. 26 GA. COUNTER FLASHING CLIP - GALVANIZED. Q HORIZONTAL FLASHING/ VERTICAL FLASHING/ LAYER OF 5/8" G.W.B. ON EACH SIDE. - SD NLL CORRUGATED SIDING DETAIL CORRUGATED SIDING DETAIL 16. SCREW ATTACH FLASHING COUNTER FLASHING PER (- MANUFACTURER'S RECOMMENDATIONS. n EXISTING DOUBLE BRICK WYTHE INFILL ° r 1 1 SCALE: 3" = 1' 0- 0,0295o,A G SCALE: 3" = 1'-0" 01029501E (7-5/8"THK. - (2) ROWS OF BRICK 17. PROVIDE NEOPRENE GASKETED SCREW AT �.! 8 PARALLEL SOLID GROUTED WITH (1) ROW 1-HR SD MANUFACTURER'S RECOMMENDED SPACING. TURNED 90 DEGREES TO TIE ASSEMBLY w TOGETHER. 18. 6"STEEL STUDS 0 16" O.C.. 21 5 4 EXISTING CONCRETE FOUDATION WALL - 1-HR SD O 19. RE: STRUCTURAL DRAWINGS. 9 THICKNESS VARIES - FIELD VERIFY QO 20. CAST IN PLACE CONCRETE FOUNDATION WALL. 21. CONCRETE FOUNDATION BEYOND. Z 10 3 6" STEEL STUDS 0 16" O.C. WITH (1) LAYER _ O 22. PROVIDE CONTINUOUS BEAD OF SEALANT BETWEEN N 6 1 0 OF 5/8" ON EACH SIDE. SD FOUNDATION WALL AND FLASHING. m M 119 23. PROVIDE NEOPRENE GASKETED SCREWS AT U Ln n 6.. 14 MANUFACTURER'S RECOMMENDED SPACING. EPDXY U '1 GROUT. n 17 12 2 24. FORM FLASHING TO MATCH CHAMFER PROFILE. NM n 13 coo q 1 1:�4 25. EXISTING AND/OR NEW PRECAST CONCRETE SILL. 1-1N 2 3 _ -®� N... 8 - 26. BRICK SILL AT EXTERIOR WHERE OCCURS. SCHEDULE REMARKS 27. ROUGH SAWN 1x3 (FRAME). 22 8 - 14 "F\' 28. ROUGH SAWN 1x4 (DIAGONAL). N I 19 Y0 O RE: SHEET AB.01 FOR WALL BASE DETAIL(S), TYPICAL UNLESS NOTED OTHERWISE ON FLOOR PLANS. 15 I 12 Q O RE: SHEET A8.01 FOR CERAMIC WALL TILE SURFACE LOCATIONS. 29. 1x3 FRAME BEYOND (JAMB). a 78 16 23 Q O RE: SHEETS A2.01, A2.02, & AB.01 FOR WOOD PANELING SURFACE LOCATION(S). 30. 1x4 ROUGH SAWN PLANK(S). DATO 3/8" x 3/8"0 Q TOP & BOTTOM TO ACHEIVE T&G LOCK. j FIELD VERIFY 3 6 O EXISTING WALL. ) 31. EXISTING CONCRETE FLOOR. O 0�OINRERS/ENDSTINSEDETOF STUD CAVSS W/STEEL PLATE SECURE RE WALLXY OR STOIFFNESS,RETE FLOOR 2 5 4 i/2 FIELD VERIFY - FIELD COORDINATE. Y0 32. BRICK JAMB - BEYOND WHERE OCCURS. 1 q �TYP.F FACE NSID 33. STEEL WINDOW WHERE OCCURS. SCHEDULE GENERAL NOTES OUTSIDE CORNER F SHING/ HORIZONTAL FLASHING/ 1. ALL STUD FRAMING AND FURRING SHALL BE 16" O.C. UNLESS NOTED OTHERWISE. V) CORRUGATED SIDING DETAIL CORRUGATED SIDING BASE DETAIL 2. ALL G.W.B. SHALL BE 5/8"THICK, TYPE 'X' UNLESS NOTED OTHERWISE. v moz9wlc 4 010295o1D 3. FOR U.L. / US GYPSUM ASSOCIATION / UBC ASSEMBLY DETAILS REFERENCE SHEET A5.01. Z Q SCALE: 3" = 1'-0" 4, WHERE INDICATED ON FLOOR PLANS, SOUND ATTENUATION BLANKETS THICKNESS SHALL BE 33 FULL WIDTH (THICKNESS) OF STUD CAVITY. 5. WHERE INDICATED ON FLOOR PLANS PROVIDE WATER RESISTIVE G.W.B. W IN LIEU OF TYPE 'X' GWB. Q 32 32 6. REFERENCE NOTES MAY BE USED TO MODIFY A TYPICAL WALL TYPE. A 7. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON WALL TYPES. GA FILE NO. WP 6905 PROPRIETARY- 1 HOUR 40 TO 44 STC 8. REFERENCE DETAIL 5/A8.02 FOR TYPICAL TOP OF WALL DETAIL. PROVIDE AT ALL WALLS UNLESS NOTED O FIRE SOUND II 25 OTHERWISE. ca GYPSUM WALLBOARD, STEEL I STUDS 4 - ' B A5.01 SCHEDULE ABBREVIATIONS °C ONE DYER 1.4'PROPRIETARY TYPE x GYPSUN PANELS INSERTED BERYEEN S BElW FLOOR AND COILING J RUNNERS WITH TAB-FLANGE SECRON OF 2-1/2'STEEL I STUDS BEMYEEN PAN EIH �y` 1 / ) 7 W OPPOSITE SIDE:ONE LAYER 5/B'PROPNIEfMY TYPE x GYPSUM WALLBOARD OR GYPSUM VENEER _�J L BA SE APPUED AT RIGHT ANGLES 10 STUDS WON 1'TYPES DRYWALL SCREWS AT 12'O.C. 25 I SOUND 7ESFIDD W11N 1-1/2'GLASS FIBER INSUTAILON FRICOON FIT IN STUD SPACE.(NIB) SO STRUCTURAL DECK Q X THICKNESS 3-1/8' 26 UMIRNG HEIGHT: REFER TO MANUFACRIRER W E.WEICM: PSF T PROPRIETARY GYPSUM BOARD FIRE L R55o1,93NxzzT4e. UL UNDERWRITERS LABORATORIES FIRE TEST: U 1 NARONAL GYPSUM COMPANY 5/8'GOLD BOND"FIRE-SHIELD" 9 1S-93,DESIGN U499; GYPSUM WALLBOMD .W25-IMR,JU.1MMAC, H - t'GOLD BOND®FIRE SHIELD® 2-27-0.DESIGN WP-T55 GA GYPSUM ASSOCIATION (US GYPSUM ASSOCIATION) SNAFRJNER SOUND LEST: NW 2542.5-11-18LL 1 27 NOTE: OCCURS 0 DUCT SHAFT(S) & 27 UBC UNIFORM BUILDING CODE 00 J BASEMENT CEILING WHERE OCCURS 2 28 1-HR SHAFT WALL ASSEMBLY z 5 NOT TO SCALE 01029501E 3 29 28 - / O W QZ 2 o q 0 a Q w o 18 5 W LuZ �' `CL 30 30 V O Q 1 O CL Z -� 13 22 GENERAL NOTES 1. REFERENCE STRUCTURAL DRAWINGS FOR STRUCTURAL PRCj.NO.: 01029 FRAMING SIZES, COMPONENTS, ETC. DATE: 08/02 A SECTION 31 B ELEVA710N 37 t3 2. REFERENCE SHEET AO.02 FOR FIRE RESISTIVE DRAWN BY: G.U. CONSTRUCTION REQUIREMENTS. CHECKED BY: S.I.S. WOOD PLANK INFILL FILE: 01029A501 V SCALE: 3" = 1'-0" 01029501F REVISION: I SHEET NO.: A5.01 11 3 1/2" A � A � A A REFERENCE NOTES 1'-0" 8'-6 1/2" 1. HANDRAILS TO BE CONTINUOS AT LANDINGS, TYPICAL O A A A A 2. CAST-IN-PLACE CONCRETE FOUNDATION. RE: o U 0 6.02 1 6.02 6 02 STRUCTURAL DRAWINGS. 6.02 of 2 "" 14 14 14 14 3. DASHED LINE INDICATES 30"x48"AREA OF REFUGE. t> 4. 25001bs. HYDRAULIC ELEVATOR. RE: A8.01 FOR CAB FINISHES. O I 5. NOT USED. 1T 2 ro 10 13 I 9 Od 6 °' 10 9 . FLOOR SINK. ro TYP. I 1 TYP. 7. STEEL LADDER. PAINT PS-3. RE: DETAIL 4/A2.Oa. v /oZAR-i �� =[ p 1 I 8. WATER RESISTANT GYPSUM WALL BOARD AT ALL 7 g B g g WALLS AT THIS ROOM. 511i 6.02 0 6.02 0 6.02 0 9. HANDRAIL/ GUARDRAIL SYSTEM. RE: DETAILS 1 & n 2/A6.02. 0 rn 10. ELECTRICAL HEATER. COORDINATE WITH ELECTRICAL. ffll/22- 4'- I to b r, � I I is 'ol I I 1s 9 11. CUSTODIAL UTILITY SHELF. RE: MOUNTING HEIGHTS _ TYP •• °"' 9 ACCESSORIES A2.01. n 9 6 6 8 12. FURR OUT AROUND FIRE DOOR TO CREATE POCKET ZUP 14 1a N I d UP I 14 14 TO COORDINATE. CONCEAL DOOR WHEN AT OPEN POSITION. FIELD N Z N a COORDINATE. Opp U DN-I13. EXISTING CONCRETE FOUNDATION.3'-10 1/2" 3'-10 1/2" 3 3'-10 1/2" 3'-10 1/2" , STAIR 3'-10 1/2" ti301014. EXISTING CONCRETE COLUMN.6" 3 1/2" " N 3 1/2 STAIR6" n N --- n 15. EXISTING BRICK WALL (INFILL).STAIR S AIR01201 3 16. TYPE 'X' GYPSUM WALL BOARD. V) i<:77-777OI ° O L�L 2 U7'_7" WNN0ENLARGED STAIR ENLARGED STAIR 101 ENLARGED STAIR 201 N ENLARGED STAIR 3o1 N z 1W ELJW E { WE SCALE: 1/4" = 1'-0" BASEMENT LEVEL `L SCALE: 1/4" = 1'-0" FIRST LEVEL VVV SCALE: 1/4" = 1'-0" SECOND LEVEL SCALE: 1/4" = 1'-0" THIRD LEVEL �S S S S U �"UmC C 6.02 6.02 6.02z'-o"2 '-11" 5'-2"14 to14 LENERAL NOTES -0' VESTIBT E 0 1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO 109 -1 THE CENTER OF COLUMNS, CENTER OF STUD, CENTERLINE STORAGE OF CONCRETE COLUMNS AND GRID, AND INSIDE FACE OF CONCRETE FOUNDATION. j-1 1'_2" iN 1 8 N I 1 B N I 2. COORDINATE WITH STRUCTURAL DRAWINGS FOR 317ADDITIONAL DIMENSIONS AND DETAILS. 8 3. ALL HANDRAILS/ GUARDRAILS TO COMPLY WITH - r � � � _ - - CABO /ANSI A117.1-1992. I I 1 4. ALL HANDRAILS/ GUARDRAILS TO BE SHOP PRIMED. E E E E COLOR TO BE SELECTED BY ARCHITECT. 5. CONTRACTOR TO PRODUCE SHOP DRAWINGS FOR ALL , �,,�,�TpR 6.02 j1 6.02 N6.02I 6.02t-1d U11'MENT N� N HANDRAIL/ GUARDRAIL SYSTEMS. 14 6. PAINT ALL FERROUS METALS EXPOSED TO VIEW 005 4 I 4 4 (STEEL STRINGERS, HANDRAILS, GUARDRAILS, TUBE STEEL, BEAMS, ETC.) PAINT SYSTEM PS-3.7. FOR SIZE AND CONNECTION DETAILS OF STEELa . 14 .I 14 •IDECKING, ETC.), RING ENTS E: STRUCTURAL DLRAWINGS EEL_p" 8. FOR REINFORCING OF CONCRETE SLABS, FOOTINGS,AND FOUNDATIONS, RE: STRUCTURAL DRAWINGS.LOBBY 1 F 9. FOR HEAVY TIMBER SIZES, CONNECTIONS, AND ETC., ' I- m"I RE: STRUCTURAL DRAWINGS. W003 10. RE: SHEET A3.02 FOR FLOOR PLANS AND WINDOW7TYPES. W WELECRICAL 11. RE: SHEET A8.01 FOR DOOR SCHEDULE.006 _ 12. RE: SHEET A$.01 FOR ROOM FlNISH SCHEDULE.13. CEILINGS PER REFLECTED CEILING PLANS AND ROOM LL.flNISH SCHEDULE. 00 •14. FELD VERIFY ALL DIMENSIONS. p 146UST. = ST O221 - I 309Q ZO ` Q CI`1 618 - ZWALL LEGEND oz J0STAISTAIR STAIR V O002 102 202 L O a- z3 1/2" 6 3'-10 1/2" BUILDING SECTIONS, RE: SHEET 7/ L3 1 2 3'-10 1/2" 3'-10 1/2" F 3 1/2" 3'-10 1/2" 3'-10 1/2" 114 14 3'-10 1/2" 3'-10 1/2" 1 14 to A6.02.DNO N z aI DN O jSUP ` - - - .I SUP .I SUP -- V/ W7 _ I iv N �� WALL TYPE, RE: SHEETA5.01 9PROJ.NO.: 01029 o STAIRDATE oBloz DDO 302 I DRAWN BY. CTA ~ CHECKED BY. S.J.S. 6.02 °0 6.02OARD WALL. RE: WALLTYPES. REVISION: C.I.P. CONCRETE WALL i\JSYMBOLS LEGEND 2 � SHEET NO.: 149., 4•-4,. 14 4._9. 4._4" 14 4'-9" 4'_4" 14 d N N N N C ] ELECTRICAL COORDINATE WITH ELECTRICAL. A6.0 ■ �c� ENLARGED STAIR o02 (c ENLARGED STAIR 1o2 ENLARGED STAIR 202 ENLARGED STAIR 302 v W E V W E ; � W E 0 � W E SCALE: 1/4" = 1'-O" BASEMENT LEVEL SCALE: 1/4" = 1'-0" FIRST LEVEL SCALE: 1/4" = 1'-0" SECOND LEVEL SCALE: /4" = 1'-0" THIRD LEVELt it ne S S S S 9 6 4 V / \ A A 2 * NOTE: REFERENCE NOTES 5/8•s.�, � i // \\ A2.04 SIM. f6 u _ 6.02 ,s 6.02 ,a sIM.Az.oa • \ 1. FINISH FLOOR DATUM ARE IMPLIED BASED OFF OF AS t. ROOF HATCH. , 1 4 3 4" / t t/2" 25 23 - ! i_i +134'-8" _ +134'-8"n / '� I / / 1 T.O. PARAPET T,p, pgRAPET BUILT INFORMATION.- IT IS THE RESPONSIBILITY OF THE p0 I I `-I ( I GENERAL CONTRACTOR TO FIELD VERIFY NEW FLOOR 2. 3-1/2"STEEL STUD FRAMING AT 24"O.C. WITH o0 I I I ELEVATIONS BASED ON NEW TOPPING SLABS AT EACH 5/8"GYPSUM WALL BOARD. ADEQUATELY SUPPORT \\`� i / • 31 1\ / I 'VARIES"n FLOOR. STEEL STUD FRAMING AS REQUIRED FOR NO DEFLECTION. - \ T.O. ROOF FIELD VERIFY 2, IT IS THE RESPONSIBILITY OF THE GENERAL 3 STEEL FL DECKING,FLOOR DECKI GALVANIZED. CONTRACTOR TO FIELD VERIFY BEARING ELEVATIONS OF 4 - STRUCTURAL STEEL AT NEW ROOF BEAMS AT STAIR , STEEL CHANNEL STRINGER. 22 \ : / 'R 24 - I \ /, 15 NUMBER 301 AND 302, LOBBY NUMBER 300, ELEVATOR 15 1 SHAFT, AND HVAC CHASE TO ADEQUATELY HAVE POSITIVE 5. WOOD 1-JOIST. IT 23 BEYOND 1 / DRAINAGE TO SCUPPERS ONTO EXISTING ROOF. RE: ROOF PLAN, SHEET A2.04. 6. TONGUE AND GROOVE WOOD FLOOR DECKING. 1 / n R-9835 b 24 ,� _ 2 2 7. CONCRETE FILL DECK. I � A6.02 8. STEEL WIDE FLANGE. OF iq 26 • ° 4 I 24 / A8.02 I 9. GLUE-LAMINATED COLUMN. W N 23 J I A6.02 10. GLUE-LAMINATED BEAM. 11.VERTICAL GRAIN FIR CASEMENT TRIM. RE: WINDOW 4"n TYPES, SHEET A3.02. . . L -- - L_ F.F. THIRD LEVEL a 4 22 / 28 12. AWNING. RE: DETAIL 1/A2.04. 13. VENT AT ELEVATOR SHAFT PER ELEVATOR 3 8.- MANUFACTURER. ci 7YP,.. I t7 I 14. ROOF SYSTEM. RE: SHEET A2.04. Q SECTION SECTION ® INT. SUPPORT PLAN w w +115'-6" n� N - --- T.O. LANDING en C? z 15. STEEL ROOF DECK, GALVANIZED. CL co f 16. PRE-FORMED TAPERED INSULATION - CRICKETS. O^ 1 HANDRAIL DETAIL ® STAIR TREAD , s ❑ __ ___ L u -- --- 17. EXISTING DOUBLE BRICK WYTHE. QO SCALE: 1" +110'-B" -- ---- +710'-8"n 18. EXISTING CONCRETE FOUNDATION. F.F. SECOND LEVEL - F.F. SECOND LEVEL 19. EXISTING FOOTING. vWi1L -I- ❑ I I 0. NEW EXPOSED C NCR E FOUNDATION, SMOOTH O 2 E 0 ET OU D 0 m 1 1/2" 25 25 - r FINISH. 3 1 u 21. STEEL LADDER AT ELEVATOR PIT. N at 17 \ 22. 1-1/2"0 STEEL PIPE HANDRAIL CONTINUOS AT 1�i W N L_. ----- T.O. LANDING LANDINGS, TYPICAL. N I 22 __-_ 23. 1/4"STEEL PLATE (CUT TO DIMENSIONS INDICATED). Y4 27 0 0 �-f ❑ j -- --- HANDRAIL SUPPORT BRACKET LOCATED AT EACH UPRIGHT. Q 2s " BEYOND -- 24. 2-1/2"x3"x1/4"STEEL ANGLE. oOG -- 23 +100'-0" L -- -- +100'-0"n 25. 3"x4"xt/4"STEEL ANGLE. = y 24 28 F.F. FIRST LEVEL - -- - F.F. FIRST LEVEL Q •r, 26. WIRE ROPE INTERMEDIATE GUARDS PER coM Y8 22 ❑ MANUFACTURERS SPECIFICATIONS. f 1 "IN "•, o 3 I 4 tB 20 27. 5"x7"xi/4" STEEL BASE PLATE, EPDXY GROUT/ `•/ u 24 w w •;'`' +95'-10" " BOLT INTO CONCRETE FINISH FLOOR AT SUPPORTS. w' Ov `O m DING w mM --------------- --_ 28. LINE INDICATES STAIR TREAD NOSING, BEYOND. ^o 23 ' r S __ _ 29. LINE INDICATES EDGE OF FINISH FLOOR. Q N� T.O. LAN _.. '. -- - 30. GUARDRAIL, BEYOND. F.F. BASEMENT LEVEL `," """ ""- '. .;.i' ,' F.F. BASEMENT LEVEL 31. 1"xt/4"STEEL PLATE INTERMEDIATE SUPPORT (WITH SECTION SECTION ® INT. SUPPORT PLAN 28 a. a, HOLES DRILLED AT EACH WIRE ROPE LOCATION FOR ROPE PASS THROUGH /STIFFENER. GUARDRAIL DETAIL ® 00, 20, 001 201 2 FINISH FLOOR �SCA R SECTION 101 301 �01 STAIR SECTION 101 301 SCALE: 1" = 1'-0" 01029602BB 1/4' = 1'-0" 0104D602A SCALE: 1/4" 1'-0" 0102Y002B 8 D 7 6 5 E 4 C CA A2 oa C A Z 6.02 6.02 6 02 SIM. 6.02 16 O 18 13 +138'-0" -' +138'-0" - 2 2 72" T.O. PARAPET 2 T.O. PARAPET A2.04 Az.o4 -- t/2 I i A2.04 V SIM. I ,6 14 a -- SIM. ' 16 i I GENERAL NOTES Lu J +134'-8" +134'-8" 14 15 1. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO T.O. PARAPET I I :I I T.O. PARAPET I I n"VARIES" I _--_- ---_ I THE- a'T.O. ROOF 15 I I FACE OFCOLUMNS, CENTER OF STUD, AND INSIDE t "VARIES" I "VARIRS0 O . T.O. OF 2 T.O. ROOF FIELD VERIFY m A2.04 FIELD VERIFY 14 15 ADDITIONALI DIMENSIONSAIJDC STRUCTURAL FOR SIM. 3. ALL HANDRAILS / GUARDRAILS TO COMPLY WITH 5 30 2 .. • 17 CABO /ANSI A117.1-1992. 7 10 ,0 10 10 17 4. ALL HANDRAILS / GUARDRAILS TO BE SHOP PRIMED. f� J IYP. Q/ / a 2 \ 5. CONTRACTOR TO PRODUCE SHOP DRAWINGS FOR ALL W �.u ,I .).�. I, ❑ I A8 Y12 I HANDRAIL/GUARDRAIL SYSTEMS. L=L A8.02. 11 6. PAINT ALL FERROUS METALS EXPOSED TO VIEW r m (STEEL STRINGERS, HANDRAILS, GUARDRAILS, TUBE STEEL, ..., ❑ ❑ ■ SYSTEM PS-3. - BEAMS, SIZE AND TCON CONNECTION DETAILS OF STEEL O +120'-4" +120'-4" n+120'-4" I hF.F?�HIRD LEVEL F.F. THIRD FLOOR F.F. THIRD FL R F.F. THIRD LEVEL FRAMING COMPONENTS (BEAMS, COLUMNS, STEEL O to to to 10 DECKING, ETC.), RE: STRUCTURAL DRAWINGS. O 8. FOR REINFORCING OF CONCRETE SLABS, FOOTINGS,. w AND FOUNDATIONS, RE: STRUCTURAL DRAWINGS. w Typ; Ae u2 L '.2 `� ❑ . L t7 I 77 9. FOR HEAVY TIMBER SIZES, CONNECTIONS, AND ETC., Q` L = +115'-6" 3• ,', / R0. RE USHEET A3.02CTURAL WFOR WINDOW TYPES. O Q Q T.O. LANDING - - -- .!; f0 10 10 10 _-_-_-- 11. RE: SHEET A8.01 FOR DOOR SCHEDULE. 7 [/mot Q 12. RE: SHEET A8.01 FOR ROOM FINISH SCHEDULE. � ` W '�'1 +110'-8" ti+110'-8"ND LEVELSECOND LEVEL 13. CEILINGS PER REFLECTED CEILING PLANS AND ROOM O _I ND FLOOR F.F. SECO FINISH SCHEDULE. U NK ❑ V/ I.L I I 12 14. HANDRAIL AND GUARDRAIL SUPPLIER INSTALLER O ,0 PROVIDE ADEQUATE VERTICAL SUPPORT SPACING AT CABLE 8 - TYP:- GUARDRAIL INFlLLS TO WITHSTAND A STRETCHING LL L L2 LIMITATION OF NO MORE THAN 4". CITY OF TWIN FALLS r +105'-4" 3 FINIS ,7 EXCEEDS 4". CONSULT WITH ARCHITECT. THAT _ T.O. LANDING ----------..__ .I. ... I W 17 1- TYP, ❑ �1 ❑ -_ - WALL LEGEND .. 01029 d I _____ +100'-0" DATE 08IO2 +100'-0"n +100'-0" F. FIRST LEVEL `O ❑ .,. - ❑ F.F. FIRST FLOOR F.F. FIRST LEVEL .-_ BUILDING SECTIONS, RE: SHEET DRAWN BY: L.W. A6.02. CHECKED BY: Sp. FILE: 01029A602 4 1 3 I 8 S ❑ 20 I 18 20 I 18 REVISION: - +95'-7" T.O. LANDING w c ----=-y'--- - +2__ 0" .. FINISH FLApR .: 21 _ +91'-2" +91'-2" n+91'-2" ----- +91'- "ENT F.F. BASEMENT FLO L'..` .. _. .,.... .:.:.:.......- .. '.,.. F.F. BASEMENT FLOOR F,F. BASEMENT LEVEL SHEET NO.: S STEEL STUD AND GYPSUM BOARD WALL. RE: WALL TYPES. n +87 2 �� O v •.1t•�,�+ �FlNISH FLOOR s C.I.P. CONCRETE WALL 002 202 •' ,y•`. 002 202 002 202 yti STAIR / ELEVATOR SECTION Ei=Kl STAIR SECTION =Kl ELEVATOR SECTION 102 302 o O/MIDOClC D 0102B002D G 0102eeo2e- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A s c D REFERENCE NOTES ° A B C D 0 1. MECHANICAL CONTRACTOR TO PROVIDE HVAC LAYOUT B D 8 TYP. FOR STORAGE 004 SPACE. 00�0 6.02 6UO2 OFFICE OPEN OFFICE OFFICE 2. RE: A6.01 FOR LOCATION(S) OF ELECTRICAL HEATERS. 103 t3 104 1a 105 13 3. ROUTE EXHAUST TO HVAC SYSTEM - FIELD COORDINATE. - 5/8" GYPSUM WALL BOARD. } STAIR 5. GYPSUM BOARD CEILING CLOUD. PROFp�� 2 ,3 101 6. BOLD DASHED LINE INDICATES PROPOSED (EXPOSED) 4 B B CABLE TRAY RUN - FIELD COORDINATE AND REFERENCE eAIR-1835 A A ELECTRICAL DRAWINGS. MAKE BENDS INTO ADJACENT 6.02 6.02 WALLS PER SPACIAL REQUIREMENTS. r� 7. PROPOSED EXPOSED CONDUIT LOOP AT FLOOR TYP• CEILING PLANE. HOLD TIGHT TO BOTTOM OF CONCRETE BEAMS/LID. COORDINATE WITH HVAC CONTRACTOR. STAIR p�, � � 8. PROPOSED HVAC SUPPLY LAYOUT. MECHANICAL yti 1 CONTRACTOR TO SIZE DUCT(S) ACCORDINGLY. 001 9, PROPOSED HVAC RETURN LAYOUT. MECHANICAL 13 I OFFICE CONTRACTOR TO SIZE DUCT(S) ACCORDINGLY. 2 STORAGE �' LIBRARY .; 107 13 10. 3 1/2" STEEL STUD FRAMING O 16" O.C.. O04 11. STEEL STUD BRACING, PULL INTO INTERIOR CORE Q O,CD OF DROP DOWN CLOUD TO CONCEAL FOR VISIBILI TY ;a 3mg 3 1 8 11 04 12. METAL CLIP. 13. OPEN TO STRUCTURE ABOVE. W Q!Z 6.02 73 B p, 6.02 OFFICE ' ; 11111mill0 14. POWDER-DRIVEN FASTENER INTO EXISTING CONCRETE QN 13 10817 I I w LID. 0 ooNIC13 I -' N 15. EXISTING CONCRETE LID. LL 005 • s 13 4 y E } CONFERENCE ROOM U :.. FARE ppTTEE��TT�N LEV , ® SYSTEM RRISERI RM. VEST. Q �� I I' c t„ 112 t3 008 I A o2 "J CORRIDOR 1 F Ig I na 014 WOMENS I I sft I I_ ®. u - TEL./ ce RECEPTION 1111111111 O 2 I SMALL CONF. RM. = Z Ul �` A7.017 I i; 111 ® TEL./SERVO LOBBY Ot 1 13 13 113 O I LOBBY U LOBBY ® m ® ® ® ® TEL./SERV. O + + 115 3 13 �/ mM 003 012 13 1 O 1 00o BREAK RM 0° IL"3F I OFFICE i` STAIR L6J MIENS 2 13 002 ELECTRICAL L./SERV. ■v 1 006 009 ( 1 1 6.02 �! t3 6.02 I 1 OFFICE " a I STAIR I + I + 123 is 2 is 102 ' B e 8 r STORAGE B 7 7 13 121 WORK ROZ -L 122 /J3 6.02 STORAGE 013 ;: ; 6.02 + f + y + GENERAL NOTES J J 1. MECHANICAL CONTRACTOR TO PROVIDE HVAC LAYOUT W W TO ARCHITECT PRIOR TO WORK 2. REFERENCE ELECTRICAL DRAWINGS FOR PROPOSED > Q C\\tYl,Vtlf'�\,\V LIGHTING LAYOUT AND LUMINAIRE SCHEDULE. 3. FIRE PROTECTION CONTRACTOR TO MODIDFY EXISTING z 1 1' ,,I 11tJ SYSTEM AND PROVIDE SPRINKLER LAYOUT TO ARCHITECT OFFICE OPEN OFFICE OFFICE PRIOR TO WORK. W Q (n 126 is z 1 4. FIELD VERIFY ALL DIMENSIONS. T A2.Oa 5. ALL HVAC DUCTS ARE TO BE SQUARE/RECTANGULAR CONFIGURATION (GALVANIZED), INCLUDING SUPPLY GRILLS PROJECT PROJECT Li- NORTH NORTH TO VISIBLE SEAL ADHESIVES AT OUTSIDE). DUCTS ARE TO BE UNPAINTED.N O O 6. MECHANICAL/ELECTRICAL CONTRACTORS FIELD BASEMENT REFLECTED CEILING PLAN W E FIRST FLOOR REFLECTED PLAN W E COORDINATE PROPOSED HVAC/LIGHTING LAYOUTS. O V SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-O" 7. EXISTING CONCRETE BEAMS/LID TO BE CLEANED. s S QOO w Z v WALL LEGEND Z Q Qp 3,-3., 5,_2" 3,_0„ '-4" 1 V-11" '- ✓ zJ W 74 B I- G SECTIONS, E. SHEETS BUILDING NS R r , p� V) LaL W TYP. a \ o \ N o in '. 0 z -i \ 12 1 8 LL- STEEL STUD AND GYPSUM I 'V^ W/ BOARD WALL. RE: WALL TYPES. / LL C.I.P. CONCRETE WALL/BEAM/ COLUMN PROJ.NO.: 01029 \ \ DATE: 08/02 u`Rvi; f- /_+ _ O DRAWN BY: L.W. \ \ ` EXHAUST FAN O RESTROOMS a,`*t Lz�, i �'j\1 r , CHECKED BY: S.J.S. FIF-T ` - '\"mow-�� \^' FILE 01029A20 \\ •rt 1 TYP. 1 16 1 REVISION: 1 y GYPSUM BOARD CEILING/ A7.01 - " CLOUDS N I s TYP. A7.01 N n 5, qt 6 8 +8'-0. e B B&�GMSOOD PLANKS/GLU-LAMINATED e ROOM NO. 1 11 ROOM NO. 203 ROOM NO. 218 SHEET NO.: n 111 RE:ELECTRICAL DRAWINGS FOR LUMINAIRE FIXTURE TYPES DROP DOWN GYPSUM 203 A7 01 BOARD CEILING CLOUD EDGE 2,6 ENLARGED CEILING PLANS 111 203 216 + D'-D" HEIGHT OF FINISHED CEILING • 1 FROM FINISHED FLOOR. m SCALE: 3" = 1'-O" 0IM701A SCALE: 1/4" = 1'-O" 0 n A B C ° REFERENCE NOTES ° 1. 3 1/2" STEEL STUD RUNNER BEYOND/BEHIND. OIIID 2. RE: A6.01 FOR LOCATION(S) OF ELECTRICAL HEATER op0 LOCATION(S). j 3. (6) 3/8"0 x 6" EXPANSION BOLTS. 12 B CONF. ROOM OFFICE e TYP B 4. 5/8 GYPSUM WALL BOARD. 22 6.02 20403 ( 13 6.02 5. TS 2"x 2" x 3/16". 2 PROfF A7.01 CABLE BOLD TRAY RAWI LINE FIELD COORDINATE ENDSINTO ADJACENT ELECTRICAL DRAWINGS. MAKE BENDS INTO ADJACENT •� � 9 °" I "e � � STAIR WALLS PER SPACIAL REQUIREMENTS. �,�j��1�� I ,4 I'' n .• - �� 7. PROPOSED EXPOSED CONDUIT LOOP AT FLOOR S R dill CEILING PLANE. HOLD TIGHT TO BOTTOM OF CONCRETE s" A I f } } 205 OFFICE A B B. TENANT AREA BEAMS/UD. COORDINATE WITH HVAC CONTRACTOR. 13 303 13 8. PROPOSED HVAC SUPPLY LAYOUT. MECHANICAL JI 3 16 CONTRACTOR TO SIZE DUCT(S) ACCORDINGLY. 19 21 5 TYP. � 9. PROPOSED HVAC RETURN LAYOUT. MECHANICAL - - - U _ ' ,:z, --:., ,;.., - g , CONTRACTOR TO SIZE DUCT(S) ACCORDINGLY. 1 STAIR - OFFICE _ _' y " 10. 3 1/2"STEEL STUD FRAMING o 16. O.C.. z t3 201 207 s r L + 11. STEEL STUD BRACING. PULL INTO INTERIOR CORE OFFICE OF DROP DOWN CLOUD TO CONCEAL FOR VISIBILITY. Q �� RECEPTION 208 ,3 8 8 8 12. EXISTING CONCRETE BEAM. MQ CL 40 m t3 206 y. } 8 7 13. OPEN TO STRUCTURE ABOVE. M _ _ - BOW STEEL PLATE O°D T ....., 14. EXTEND STEEL STUDS TO ASSMEMBLY o SIMILAR CONDITION. N MAIN ' a p-- OSTORAGE r 211 13 15. EXISTING CONCRETE LID. to is RA STORAGE B 16. METAL CLIP. 2 SIM STORAGE 0 ' 02112E 13 13 3t7 STORAGE r1 B 17. GYPSUM BOARD CEILING CLOUD. r Ib A7.02 10 4 13 21 p f U 305 18. CEILING SUPPORT OCCURS AT (4) LOCATIONS, RE: 5._9. 13 7 2/A7.02. 6.02 -� 6.02 � , CEILING CLOUD DETAIL 112 BREAK RM 19. 5/16"THK. x 5•W x 7 L STEEL PLATE WHERE W 1 ® LOW POINT OF BOW 306 STORAGE �_ �r 214 is o �y, CONE. ROOM F-• p r�T i c3'• I. 306 20. 5/16"STEEL PLATE ASSEMBLY. Q o,ozezou a 228 iEt I OFFICE y + - SCALE: 3" = 1 -O" �' 2 215 13 r *'�`� ro 21. ALL STEEL PLATE ASSEMBLY SECTIONS SHALL BE WOMENS 7 WOMENS \} ` BRUSHED THROUGHOUT TO ACHIEVE MODELED BRUSHED y � 1'Fi ^ STEEL APPEARANCE. T Z +8'-D" 304 � C- � I 23 .J.. 22. (4) 3/8"0 x 6" LAG BOLTS. U 5' ;� `� y CONF. ROOM �J ECEPTION U 23. RADIUSOF STEEL PLATE ASSEMBLY/GYPSUM BOARD �^ RECEPTION EL Q *V I _ Q91 CLOUD TO MATCH 5/A7.02. (�M OO 217 " y1 I 218 is 307 �/ Ov 18 it 13 ;' Q 1 mot_=M1 I OFFICE LOBBY Q ®o '� 8 TMP• WALLHEAAD/A7.02 FOR MOUNTING CONDITION AT GYPSUM LnF6 LOBBY 219 is t3 Q O 308 Q ' 9 TYP. 25. 5/16"THK. x 8" WIDE x (DIMS SHOWN) STEEL N� 19 21 16 10 _ O r:. PLATE. +8-0" Q 26. 5/16" STEEL STIFFNER PLATE. _ - CUSTODIAL CUSTODAIL Ia 27. (2) 3/8•0 x 6" EXPANSION BOLTS. +8'-0• 309 A� III 8 7 28. DASHED LINE INDICATES STORAGE CABINET Y r u E'F OFFICE E•F• ' } I } OPEN OFFI E WHERE OCCURS - RE: 10/A8.02. UU I I �\ Q 0 224 t3 IJ I1` 0 311 t3 29. DASHED LINE INDICATES WOOD PANELING WHERE ' f y + MENS r UUU + U + OCCURS - RE: 1O/A8.02. STAIR L"` f I� z 1s 202 +e'-D" 310 - GENERAL NOTES MIENS _ _ STAIR 1. MECHANICAL CONTRACTOR TO PROVIDE HVAC LAYOUT TO ARCHITECT PRIOR TO WORK. 4 1/2 20 21 302 2. REFERENCE ELECTRICAL DRAWINGS FOR PROPOSED 13 l 222 OFFICE D �� ' } BREAKRR0 LIGHTING LAYOUT AND LUMINARE SCHEDULE. D 3. FIRE PROTECTION CONTRACTOR TO MODIDFY EXISTING 6.02 226 13 6.02 ' 313 13 SYSTEM TO WORK. SPRINKLER LAYOUT TO ARCHITECT OFFICE CEILING CLOUD DETAIL 306 " 223 :. _ _ 4. FIELD VERIFY ALL DIMENSIONS. '. �� ,° 5. ALL HVAC DUCTS ARE TO BE SQUARE/RECTANGULAR 2 _ _ CONFIGURATION (GALVANIZED), INCLUDING SUPPLY GRILLS SCALE: 3" = 1 -0" 0102Y7079 - '" •- "' O O (NO VISIBLE SEAL ADHESIVES AT OUTSIDE). DUCTS ARE OPEN OFFICE TO BE UNPAINTED. 2 13 312 6. MECHANICAL/ELECTRICAL CONTRACTORS FIELD (n 1 } COORDINATE PROPOSED HVAC/UGHTING LAYOUTS. J T OFFICE 7. EXISTING CONCRETE BEAMS/LID TO BE CLEANED. _ 227 t3 6.02 WALL LEGEND m w GRW 12 12 GRID ` :. ..<: y )✓ _ __ :_ ... SECTIONS, E. SHEET BUILDING N R TENANT AREA 1 I �Q OFFICE OFFICE OFFICE A46.02 13 225 / /1 O 316 t3 n 31¢ 13 315 t3 STEEL STUD AND GYPSUM W 7 5 PROJECT 1 v Ul. \ Jn:/M- PR JECT BOARD WALL. RE: WALL TYPES. _ L 20 21 17 p NORTH NORTH A7.02 w 1„AJV� I C.I.P. CONCRETE WALL/BEAM/ F- � Q 77 N (Vv(1N. N T - COLUMN L J SECOND FLOOR REFLECTED CEILING PLAN W E �S THIRD FLOOR REFLECTED CEILING PLAN W E ELF. o CUSTODIAL ® RESTROOMS/ O O CL I SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" Z U S S CGYPSUM LOUDS BOARD CEILING/ z a� .I •.I • M 27 7.02 GRID D PLAN / LU-LAMINA 28 �n� 12 V 8 \ ( 2 W T&GBEAMS S KS G TED O Q U BEAMS Z 1 I W + 0'-0" HEIGHT OF FINISHED CEILING 7 (n W I� I A7.02 O _ FROM FINISHED FLOOR. II �1 •:. oo G A8.02 ,n J N O 3 d I I s to 4 z V O Q (4) ® ERT. LEG r , 2 ® HORIZ. LEG 1 I' SIM. 20 2t 28 I I A7.ozuj \ zs d a I I ,� I OCLZ J I I ILL 4V �. O d I I• G I I I :.: . Ani Lu -� - - � r Azoz 0 17 o w 18 17 ` 4"I (1 I > I 11 - I 1 PROJ.NO.: 01029 7 N III I I DATE 08/02 n� zo zt a �I �c�3 Ib v I I 3/15 --- -- A7.oz A7,02 SM' DRAWN BY: L.W. CHECKED BY: S.I.S. I I = I I FILE: 01029A201 20 REVISION: 11 I I III 'I I Ae.oz I s'-s" s" s'-o" 3'-0" I - 20 2t I I I I > I I I za 13/t6 E O 29 2B 29 SHEET NO.: a o CONCRETE BEAM o GYP.WALL PARTIAL CEILING CLOUD 306 SIM' ` CEILING CLOUD DETAIL 3 6 5 CEILING CLOUD DETAIL D0il A7.02 SCALE: 1/2" = 1'-0" otoZ°' �SCALE: 3" = 1'-0" 010207M SCALE: 1" = 1'-O" 010217021' m n DOOR SCHEDULE DOOR SCHEDULE ° ROOM FINISH SCHEDULE REFERENCE A8.02 FOR FRAME TYPES,DOOR TYPES,AND DETAILS REFERENCE A8.02 FOR FRAME TYPES,DOOR TYPES,AND DETAILS �� FLOOR WALLS CEILING DOOR FRAME DETAILS DOOR FRAME DETAILS NO. ROOM TITLE REMARKS MARK LABEL REMARKS MARK LABEL REMARKS o0p0 MAT. BASE NORTH EAST SOUTH WEST MAT, HGT. TYPE SIZE MAT. FIN. TYPE MAT. FIN. HEAD JAMB SILL TYP SIZE MAT. FI TYPE T. N. EA MB BASEMENT 202 C 3'•0"xT-0" SCWD FF A HM PS-5 1 2 60-MIN 4 6 13 14 17 2S 30 2 001 STAIR CONC RWB PSI PSI PSI PSI O. S. O.T.S. 1 3 7 2 001 H 3'-0"x6-8" SCWD FF A HM PS-5 1 2 60-MIN 5 13 14 17 25 30 2 203 A 3'•0"xTA" SCWD FF C WD FF 3 4 NR I 5 16 17 IB 24 ZS 00 ST IR C -1 C C O.T.. 3 003 LOBBY CONC RWB PSI CONC PSI PSI O.T.S. O.T.S. 1 7 002 H 3'-0"xT-o" SCWD FF A HM PS-5 1 2 60-MIN 4 13 14 17 IS 30 204 A T-VxT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 ?S 004 STORAGE CONC RWB CONC CONC CONC CONC03 A 4'•0"xTA" SCWD FF A HM PS-5 1 2 60-MIN 2 5 13 17 18 25 31 32 33 205 A T-VxP-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 IT6C� O.T.S. O.T.S.OTs 1 7 B 005 ELEVATOR EQUIPMENT CONC RWB PS-I PS-I PS-1 CONC O.T.S. O.T.S. 1 005 G 3'-0"x6-r HM PS.S A HM PS-5 1 2 60-MIN 5 14 IB 19 24 25 206 8 PAIR 3'-0"x7'& SCWD FF D WD FF 3 4 NR 3 5 14 17 18 24 2S 26 =9�' 006 ELECTRICAL CONC RWB PS-I PS-I PS-I CONC O.T.S. O.T.S. I oy IZ.6t 007 MECHANICAL CONC RWB PS-2 PS-2 PS-2 P$-2 O.T.S. O.T.S. 1 006 G 3'-0"x68" HM MS A HM PS-5 I 2 NR 5 14 19 24 IS 30 207 A 3'-0"xTA" SCWD FF C WD FF 3 4 NR 16 17 18 25 27 /Tf Of��! 008 FIRE PROTECTION SYSTEM RISER ROOM CONC RWB PS-I PS-1 PS-I PS-I O.T.S. O.T.S. 1 007 G T&x&8" HM PS-5 A HM PS-5 1 2 NR s 14 19 z4 25 208 A 8-0"xTA" SCWD FF C WD FF 3 4 NR 10 16 17 18 2s 009 TELEPHONEISERVER CONC RWB PS-I Ps-I Ps-I Ps-I O.T.S. O.T.S. I Opg G 3'-0"x6A" HM PS5 A HM PS5 1 2 NR 5 14 19 24 25 209 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 16 17 18 19 IS 010 TELEPHONEISERVER CONC RWB PS-I PS-I PS•I PS-I O.T.S. O.T.S. 1 011 TELEPHONEISERVER CONC RWB PS-I Ps-I PS-I PS-I O.T.S. O.T.S. 1 009 G 3'-0"x6.8" HM PS-5 A HM PS-5 1 2 NR 5 14 19 24 25 211 D 3'-0"xTA" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 012 TELEPHONEISERVER CONC RWB PS-I PS-I PS-I PS-I O.T.S. O.T.S. I 010 G V&x60 HM PS-S A HM PS-3 1 I NR S 14 19 24 25 212 A T-Vx TA" SCWD FF C WD FF 3 4 NR 10 16 17 18 IS 013 STORAGE CONC RWB CONC CONC CONC CONC O.T.S. O.T.S. 1 7 014 CORRIDOR CONC RWB PS-I PS-I PS-I Ps-i 011 G 3'-0"x6-r HM MS A HM PS-5 1 2 NR 5 14 19 24 25 213 A 3'-0"x T-0" SCWD FF C WD FF 3 4 NR S 12 14 17 IB 23 25 O.T.S. O.T.S. 1 FIRST FLOOR 012 G 3'4"x6.8" HM PS-5 A HM PS-5 1 2 NIR 5 14 19 24 25 214 D 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 101 STAIR CONC WB PS-I PSI PS-I PS-I O.T.S. O.T.S. 1 3 7 2 FIRST FLOOR 215 A T-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 Q 102 S AI ONC I B P I P- T.S. T.. 1 3 4 6 ^ �Q 101 E 3' xT-0" STL PC B STL ANOD MFR MFR MFR 60-MIN 3 4 6 7 9 11 IS 25 2 216 A 4'A'xT•0" SCWD FF A HM PS-5 1 2 - 60•MIN. 2 5 13 17 18 25 31 32 33� L.V 103 OFFICE CARP-I WB BRK PS•I PS-I BRK O.T.S. O.T.S. 1 4 6 104 OPEN OFFICE CARP-I WB BRK PS-I PS-I PS-I O.T.S. O.T.S. 1 4 6 102 C 3'•0"x T-T SCWD FF A HM PS•S 1 2 60-MIN 4 6 13 14 17 25 30 217 B PAIR 3'-0"xTA" SCWD FF D WD FF 3 4 NR 3 5 14 17 24 18 25 26 0� 105 OFFICE CARPI WB BRK BRK P$-I PS-I O.T.S. O.T.S. I 4 6 102a E 3'A"xT-0" STL PC 13 L ANOD MFR MFR MFR NR 3 4 6 7 9 II 15 22 25 218 A 3'A"xT-0" SCWD FF C WD FF 3 4 NR I S 16 17 IB 24 25 �N 106 LIBRARY CARPI WB P$-1 P$-1 P$-1 BRK/PS-1 O.T.S. O.T.S. I 4 6 103 A X.0"x7'A" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 218a A 3'-0"x7W SCWD FF C WD FF 3 4 NR 1 5 16 17 18 24 25 N w 107 OFFICE CARPI WB PS-I BRK PS-I PS-I O.T.S. O.T.S. 1 4 6 N 108 OFFICE CARP-I WB PS-I P$•I PS-I BRK O.T.S. O.T.S. 1 4 6 103A A 3'-0"xT-0" SCWD FF C HM pS.S 1 2 60-MIN 3 4 6 9 10 11 16 17 25 Q 219 A T-0"xT4" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 109 ELEVATOR VESTIBULE CONC WB PS-I CONC/BRK PS-I PS-I O.T.S. O.T.S. 1 4 6 105 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 221 A 3'A"xT-0" SCWD FF C WD FF 3 4 NR 5 14 19 24 25 r , 110 WOMEN'S RESTROOM CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS-I 8'-0" 1 2 6 u III SMALL CONFERENCE ROOM CARP-2 WB WP PS-I wP PS-I STUGYP/O.T.S O.T.S. I 6 9 II 106 C T-0"xT-o" SCWD FF A HM PS-5 I MFR MFR 60•MIN q 6 13 14 17 25 30 Q 222 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 5 12 14 17 IB 23 25 112 CONFERENCE ROOM CARP-2 WB WP BRK WP PS-1 STUGYP/O.T.S. O.T.S. I 2 4 6 9 II 107 A 3'A"xT-0" SCWD FF C WD F 3 4 NR 10 16 17 18 2S 223 B 3'A"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 W 113 LOBBY WD PLNK WB PS-I BRK P$-I WD-SIPS-I GYP/O.T.S. B'-0"/O.T.S. I 2 4 6 108 A T-V xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 223a B T&x T-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 114 RECEPTION CARPI WB PS-I PS-I PS-I - O.T.S. O.T.S. 1 6 115 LOBBY CARPI WB PS-I BRK PS-I PS-1 O.T.S. O.T.S. 1 4 6 109 E 3'4"x7'-0" STL PC B STL PC MFR MFR MFR NR 3 4 6 7 9 II 15 25 34 224 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 Q 116 CUSTODIAL CONC RWB PS-2 PS-2 PS-2 BRK O.T.S. O.T.S. 4 6 12 109a A 4%0"xTA" SCWD FF A HM PS•5 1 2 60-MIN 2 S 13 17 18 25 31 32 33 Q 225 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 5 10 17 18 I4 25 Z 118 MEN$RESTROOM CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 P$-1 8'-0" I z 6 = H I10 A 3'-0"xTA" SCWD Ff C WD FF 3 4 - NR 5 12 14 17 IB 23 25 225A A 3'-0"xT-0" SCWD FF C WD FF 3 4 - NR 10 16 17 IB 25 Q 119 BREAK ROOM VCr•INCr•2 WB PS-1 PS-I PS-I PS-1 O.T.S. •T• • I 2 b 9 , 120 OFFICE CARPI WB P$-I BRK PS-I PS-1 O.T.S. O.T.S. 1 4 6 III A T-0"xT-0" SCWD FF C WD FF 3 4 NR 1 5 16 17 18 24 25 226 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 I7 IB 25 U =N 121 STORAGE CONIC WB PS-I PS-I PS-I BRK O.T.S. O.T.S. 1 q b UM 112 A PAIR 2Wx T-0" SCWD FF D WD FF 3 4 NR I 5 16 17 18 24 25 35 227 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 122 WORKROOM VCr•INCr•2 RWB PS-1 PS-I PS-I PS-1 O.T.S. O.T.S. 1 2 6 mm 113 E 3'-0"xT-0" STL PC B STL PC MFR MFR MFR NR 3 4 6 7 9 II IS 25 228 A 3'Vx7"0 SCWD FF C WD FF 3 4 - NR 16 17 IB 19 25 Q u•,^ 123 OFFICE CARPI WB PS- PS-4 PS- PS. O.T.S. O.T.S. I a 5 6 2 �o 124 OFFICE CARPI WB P$-I PS-1 P$-4 PS-4 O.T.S. T•S• 1 4 5 6 113a E T-0"xT•0" STL PC B STL PC MFR MFR MFR NR 3 4 6 7 9 11 15 25 229 A Y-0"x7'-0" SCWD FF C WD FF 3 4 NR 16 17 18 19 25 N.N 125 OPEN OFFICE CARP-I WB PS-I PS-I PS-4 PSI O.T.S. • • 1 4 5 6 126 OFFICE CARP-1 WB PS-I PS-4 PS-4 PS-1 O.T.S. O.T.S. 1 4 5 6 113b A 4'-0"xTA" SCWD FF A HM PS5 I 2 60-MIN 2 5 13 17 18 25 31 32 33 Q THIRD FLOOR 114 B PAIR 3'-0"xTA" SCWD FF D WD FF 3 4 NR 5 14 I7 IB I4 25 26 301 C 3'•0 x7'-0" SCWD FF A HM PS-5 1 2 - 60-MIN. 4 6 13 14 17 25 30 Q Q-ND F 115 F PAIR 3'-O"x T-0" STL PC E STL PC MFR MFR MFR NR 3 4 6 7 9 I I IS 25 35 302 C 3W x T-0" SCWD FF A HM PS-5 1 2 60-MIN. 4 6 13 14 17 25 30 202 STAIR O 1 T.$. .T.S. I 3 116 A Y-0"x74" SCWD FF C WD FF 3 4 NR 5 H 19 24 25 303 B PAIR T-0" SCWD FF D D FF 3 4 NR 3 5 14 17 18 24 25 I6 203 CONFERENCE ROOM CARP-2 WB BRK WP PS-1 BRK STUGYP/O.T.S. O.T.S. I 2 4 6 9 11 118 A 3'-0"xTA" SCWD FF C WD FF 3 4 NR 5 12 14 17 18 23 25 304 A V-0"xTA" SCWD FF C WD FF 3 4 NK S 12 14 17 18 I3 25 204 OFFICE CARP-1 WB BRK PS-I PS-1 PS-I O.T.S. O.T.S. I 4 6 119 D Y-0"xTA" SCWD FF C WD FF 3 4 NR 10 16 17 IB ss 305 A T-Wxr-V SCWD FF C WD FF 3 4 NR 16 17 18 19 IS 205 OFFICE CARP-1 WB BRK BRK PS-I PS-I O.T.S. O.T.S. 1 4 6 206 RECEPTION CARP-1 WB PS-1 PS-I P$-I P$-I O.T.S. O.T.S. -1)(6) 120 A T-0"xT4" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 306 A 3'4"x T-0" SCWD FF C WD FF 3 4 NR I 5 16 17 18 24 IS 207 OFFICE CARP-1 WB PS-1 PS-1 PS-I PS-I O.T.S. O.T.S. 1 6 121 A T-0"xTA" SCWD FF C WD FF 3 4 NR 16 17 IB 19 25 307 B PAIR 3'•0"xT4" SCWD FF D WD FF 3 4 NR 3 5 14 17 18 24 25 26 208 OFFICE CARP-1 WB PS-1 BRK/PS-I PS-1 PS•I O.T.S. O.T.S. I 4 6 10 121a A 3'A"xTA" SCWD FF C WD FF 3 4 NR Ib 17 18 19 IS 209 STORAGE CONC WB PS-1 PS-1 PS-I Ps-I O.T.S. O.T.S. 1 6 308 A 4%- .T-0" SCWD FF A HM PS-5 I 2 60-MIN 2 5 13 17 18 IS 31 32 33 ' ^ W 210 STORAGE CONC WB PSI PS-I P$-i PS-I O.T.S. O.T.S. 1 6 122 D V-0"xTA" SCWD FF C WD FF 3 4 NR 10 16 17 IS 25 309 3'-0 xT-0" SCWD FF C WD FF 3 4 NR 5 14 19 24 IS V J 211 WORKROOM VCr-INCT-2 WB PS-1 P$-1 P$-I PS-I O.T.S. O.T.S. 1 2 6 123 A V-0"xTA" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 310 A 3Wx7W SCWD FF C WD FF 3 4 NR 5 12 14 17 18 23 IS Q 212 OFFICE CARP-I WB PS-1 BRK PS-1 PS-I O.T.S. O.T.S. 1 4 6 213 WOMEN'S RESTROOM CFT CWT CWT/P$-2 CWT/P$•2 CWT/P$-2 CWT/P$-2 P$-I 8'-01, I 2 6 124 A 3'4"xT4" SCWD FF C WD FF 3 4 NP. 10 16 17 IB IS 312 A 3'4"xT4" SCWD FF C WD FF 3 4 NR 5 10 17 18 24 25 W 214 BREAK ROOM VCT•INCT•2 VVB PS-1 PS-1 PS-1 PS-I O.T.S. O.T.S. 1 2 6 125 E 3Wx74" STL PC B STL PC MFR MFR MFR NR 3 4 6 7 9 II IS 25 314 A xT-0' SCWD FF C WD FF 3 4 NR 10 16 17 18 25 Q 215 OFFICE CARPI WB PS-1 BRK PS-I PS-I O.T.S. O.T.S. i 4 6 126 A 3'4"x74" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 315 A Y-Tx T-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 216 LOBBY WD-PLNK WB PS-1 BRK PS-I WD-S/PS-I O.T.S. O.T.S. 1 4 b J V 217 RECEPTION CARP-I WB PS-I PS-I PSI PS-I O.T.S. O.T.S. 1 6 ECOND FLOOR 316 A 3'4"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 V) 218 CONFERENCE ROOM CARP-2 VVB PS-I PS-1 Ps-I P$-I 5NGYPIO.TS. O.T.S. I 6 9 201 C T4"x7W SCWD FF A HM PS-5 I MFR MFR 60 MIN q 6 13 14 17 25 30 Q 317 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 16 17 IB 19 25 19 OFFICE CARPI WB PS-1 BRK PS-1 PS-I O.T.S. O.T.S. 1 4 G co�L� O 221 CUSTODIAL CONC RWB Ps-2 PS-2 PS-1 PS-2 PS-1 8'-0" 1 6 I2 ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR SCHEDULE 222 MEN'SRESTROOM CFT CWT CWT/PS-2 CWT/PS•2 CWT/PS-2 CWT/PS-2 Ps-I 8'-0" 1 2 6 ABBREVIATIONS ABBREVIATIONS REMARKS SPECS Z Q 223 OFFICE CARP-1 WB PS-1 PS-I PS-I PS-1 O.T.S. O.T.S. 1 6 224 FIC CARP-I W -I BRK S- s- O.T.S. O.T.S. 1 + 6 (RE:FINISH FLOOR PLANS SHEETS CEILING FINISHES (RE: REFLECTED ( OFFICE LOCK SET. ALL DOOR HARDWARE SHALL BE MEDIUM DUTY 2 5 HALLWAY CARP-I WB PS-I PS-I PS-I BRK/PS-I O.TS. .T.S. 1 4 6 2 A STAINLESS STEEL,SATIN FINISH,US32D, LJJ 226 OFFICE CAR -I WB PS-I B K I T.S. T. . 1 4 6 8.03/A8.04 FOR MANUFACTURER/ CEILING PLAN SHEETS) O2 PASSAGE LATCH SET. BHMA630. TYPE/PRODUCT NO.) L2 W 227 OFFICE WB I P$ I I .T O.T.S. OPEN TO STRUCTURE O PANIC HARDWARE W/KEYED CYLINDER. HANDLE STYLE:"CORBIN RU$$WIN"-ARMSTRONG r FLOOR FINISHES 26 OFFICE CARP I B PS-I PS-I BR PSI O. .S. O.T.S. 1 a 6 z O CONCEALED OVERHEAD CLOSER. OR"SCHLAGE"-ATHENS,OR OF EQUAL STYLE. ILL O 229 OFFICE CARPI WB PS-I PS-1 BRK PS-1 O.T.S. O.T.S. I 4 6 CONCRETE PAINT O CLOSER O Q THIRD FLOOR CONC. SEALED CONCRETE PS-I PAINT SYSTEM I ON GYPSUM BOARD ALL WOOD DOORS SHALL BE SOLID CORE,7-PLY CERAMIC TILE CEILING/SOFFIT O PERIMETER SEAL CONSTRUCTION. AWI PREMIUM GRADE. SPECIES / � W 302 STAIR CONC -1 BRK PS-I PS-1 O.T.. I 3 4 6 CFT CERAMIC FLOOR TILE STEEL JOB TE PLANS ANDCUT:DOUGLASFIRFORVERTICALGRAIN Z `/ O 3 PIVOTS. APPEARANCE. RESILIENT FLOOR COVERINGS STL MISC.STEEL PLATE FRAME ASSEMBLY INCORPORATED Plans u be on Job _O 303 TENANT AREA CONC WB BRK BRK PS-I BRK/PS-1 O.T.S. O.T.S. 1 a b INTO DROP DOWN CLOUDS-WIRE BRUSHED 8O FLOOR STOP. VCT-1 VINYL COMPOSITION TILE-FIELD TILE I THROUGHOUT W/CLEAR SEALER Site f r all in {3ectionS. -APPROVED MANUFACTURERS:ALGOMA.EGGERS, p O V 304 WOMENS CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS-1 8'-0" 1 2 6 VCT-2 VINYL COMPOSITION TILE-FIELD TILE 2 NOTE: Q THRESHOLD. WEYERHAEUSER,OR VT.INDUSTRIES. Q (n 305 STORAGE CONC WD PS-1 PS-I PS-I PS-I O.T.S. O.T.S. 1 6 ALL STRUCTURAL DECKING COMPONENTS AT NEW > z = RESILIENT WALL BASE to CLASSROOM LOCK SET. LOBBY/STAIRWELLS UNFINISHED PER CONDITION- SUBMIT SHOP DRAWINGS FOR ALL DOOR TYPES, 306 CONFERENCE ROOM CARP-2 WB PS-1 BRK PS-I WP O.T.S. O.T.S. 1 6 9 RWB RUBBER WALL BASE EITHOR GALVANIZED METAL OR T&G WOOD DECKING I I DOOR BOTTOM/SWEEP. FRAMES&HARDWARE. O Q Q 307 RECEPTION CARP-1 WB PS-1 PS-I PS-I PS-1 O.T.S. O.T.S. 1 6 WOOD BASE Z 308 CUSTODIAL CONC RWB PS-2 PS-2 PS-1 PS-2 Ps-1 8'.0" 1 6 12 WB WOOD BASE-SOLID STOCK VERTICAL 13 PRIVACY LOCK SET. 309 LOBBY WD-PLNK WB PS-I BRK Ps-I WD•S/Ps-I O.T.S. O.T.S. 1 I + 6 WOOD GRAINDOUGLASFIR 13 SMOKE SEAL DOOR SCHEDULE 0� J 310 MEN'S CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 P$-I B'-0" I I WD-PLNK T&G WOOD FLOOR.DOUGLAS FIR(STRUCTURAL I+ 3 PAIR HINGESMVOTS. ABBREVIATIONS (� O LL J 311 OPEN OFFICE CARP4 WB PS-1 BRK Ps-I Ps-1 O.T.S. O.T.S. I a b CARPET DECKING)WIPOLYURETHANE'SATIN"FINISH. ROOM FINISH SCHEDULE aC Q IS PULL HANDLE. u- 312 OPEN OFFICE CARP-1 WB PS-1 PS-1 PS-1 BRK O.T.S. O.T.S. I 4 6 FF -FACTORY FINISH AS SELECTED BY ARCHITECT /^� 313 WORK ROOM/BREAK ROOM VCT-FINCT-F2 WB PS-1 PS-1 PS-1 PS-1 O.T.S. O.T.S. 1 2 6 CARP-' CARPET REMARKS 16 I In PAIR HINGES. HM HOLLOW METAL O 0 7 O CARP-2 CARPET 2 MR -HOURS) L_ 17 KICK PLATES. -MINUTES O 314 OFFICE CARPI WB PS-I PS-I BRK BRIG O.T.S. O.T.S. I 4 6 NR -NO RATING N �_ 315 OFFICE CARP-1 WB PS-I PS-I BRK P$-I O.T.S. O.T.S. 1 4 6 RE:REFLECTED CEILING PLAN SHEETS A7.01&A7.02 FOR 18 WALUFLOOR STOP. OI O PC -POWDER COATED(FACTORY FINISH) ✓ 316 OFFICE CARP-1 WB PS-I BRK PS-I PS-I O.T.S. O.T.S. I 4 6 VARIOUS CEILING FLOOR PLANS FORHEIGHTS&MATERIALS. PS-X PAINT SYSTEM"NUMBER" _ V) I.i 19 STOREROOM LOCK. 317 STORAGE CONC RWB WALL FINISHES RE:FINISH FLOOR PLANS FOR CLARIFICATION OF SS -SIMILAR P$-I BRK PS- PS.I O.T.S. O.T.S. I 4 O MATERIALS,FINISHES,&PATTERNS. 20 NOT USED, SS -STAINLESS STEEL WALL PANELS O SCWD -SOLID CORE WOOD DOOR WP WOOD PANELING-VERTICAL GRAIN DOUGLAS FIR 3O nq R FRAMING FERROUS US METAL EXPOSED TO VIE -STEEL 21 NOT USED. WD -WOOD(SOLID STOCK)FRAME INTERIOR FINISHES VENEER PROD.NO.: 01029 CERAMIC TILE GUARDRAILS,FLOOR FRAMING COMPONENTS PS-3. O �� EXTERIOR STEEL ENTRANCE DOORS•TORRANCE STEEL DATE: 08/02 CWT CERAMIC WALL TILE CLEAN,RESTORE BRICK/MORTAR JOINTS AS REQUIRED WINDOW CO.-RE:SHEET Ao.o1 FOR INFORMATION RELATIVE TO PAINT:PC I RWB- CARP FA CONC AND WOOD: OPTION ONE: OPTION THREE: 4 23 CABO/ANSI AI17.1 SIGN. DRAWN BY: G.U. MANUFACTURER:COLUMBIA PAINTS MANUFACTURER:JOHNSONITE MANUFACTURER:JOHNSONITE CARP-I•(FIELD) CARP-I•(FIELD) AT PERIMETER WALLS)TO ORIGINAL CONDITION. O EQUAL OR OTHER MANUFACTURERS. COLOR:8680W ARIA IVORY COLOR:80 FAWN STYLE CTA-XX-J MANUFACTURER:BENTLEY MANUFACTURER MASLAND PAINT 24 PROVIDE HOLD OPEN DEVICE AT CLOSER CHECKED BY: S.J.S. COLOR:80 FAWN STYLE MERCATOR STYLE:APPIAN PS•1 PAINT SYSTEM I ON GYPSUM WALL BOARD 5 FIELD VERIFY ANY EXISTING PLASTER AT EXTERIOR O WALL(S)-REPAIR AS REQUIRED.ADD NEW AREAS FILE: 01029ABOl CERAMIC FLOOR TILE CFT LAMINATE: COLOR:B575 GLOBAL COLOR:34103(CONFERENCE ROOMS) PS-2 PAINT SYSTEM 2 ON WATER RESISTIVE GYPSUM 25 COORDINATE HARDWARE/LOCKSETS W/OWNER. _ WALL BOARD WHERE PLASTER IS MISSING TO COMPLETE ENTIRE WALL - - MANUFACTURER:DALTILE PLAMI•(VERTICAL SURFACES) CARP TO VCT: CARP-2-(CONFERENCE ROOMS) CARP-2-(CONFERENCE ROOMS) REVISION: STYLE:VILLAGE BLEND MANUFACTURER:PIONITE MANUFACTURER:JOHNSONITE MANUFACTURER:SHAW CONTRACT MANUFACTURER:MASLAND PS-3 PAINT SYSTEM 3 ON ALL EXPOSED TO VIEW PLANE. 26 VERTICAL ROD MST DEVICE W/KEYED CYLINDER. STRUCTURE QOISTS,BEAMS,ANGLES,ETC. COLOR:VB02 OCRE COLOR:AT301 SUEDE BEIGE LINEN STYLE CTA-XX-C STYLE BIJOUX STYLE BOMBAY 2 OR AS CALLED OUT BY REFERNCE NOTES PER RE A8.02 FOR WALL BASE,WALL JAMB(S),AND MISC. Q 10/14/02 SIZE: 12"x 12" PLAM2-(HORIZONTAL SURFACES) COLOR:80 FAWN COLOR:58755 HOLLYWOOD NITES COLOR: 14803 VARANASI CONDITION). 06 INTERIOR DETAILS. 27 COMMUNICATION LOCK SET. GROUT:TEC 927 LIGHT PEWTER MANUFACTURER:PIONITE PS-4 PAINT SYSTEM 4 ON EXISTING/NEW PLASTER COLOR:ATI01 SUEDE OATMEAL FIBER WALK-OFF CARPET TILE OPTION TWO: OPTION FOUR: WALLS PROVIDE RUBBER WALL BASE AT GWB/STL STUD FRAMED O NOT USED. q 12/09/02 CERAMIC WALL TILE CWT MANUFACTURER:INTERFACE CARP-1-(FIELD) CARP-1-(FIELD) PS-5 PAINT SYSTEM 5 ON HOLLOW METAL DOORS/ OO WALL(S)ONLY. FOR ELEVATION VIEW OF FRAME TYPES REFERENCE MANUFACTURER:DALTILE WOOD VENEER,WALL BASE,DOORS, STYLE SUPER FLOR MANUFACTURER:MONTEREY MANUFACTURER:SHAW CONTRACT FRAMES 29 SHEET A3.02. STYLE:VILLAGE BLEND FLOORS,AND CEILINGS: COLOR:609023 MID BROWN STYLE:PELLA STYLE:MODE PS-6 PAINT SYSTEM 6-STAIN NATURAL ON STUD 8 PAINT GWB AT ROOMS LOCATED WITHIN STORAGE 004. COLOR(S):VBOI CREAM(FIELD),VB02 OCRE SPECIES:DOUGLAS FIR COLOR(S):895 MACEDONIA OR COLOR:85706 SMOOTH STOCK WOOD TRIM/FRAMES 30 RIM PANIC HARDWARE. g (BULLNOSE) FINISH:CLEAR NOTE 974 CORINTH CARP-2.(CONFERENCE ROOMS) RE:DETAILS PER REFLECTED CEILING PLANS FOR CUSTOM SHEET NO.: f3 SIZE(S):6"x 6"(FIELD),2"x V(BULLNOSE) GENERAL CONTRACTOR TO PROVIDE CARP-2.(CONFERENCE ROOMS) MANUFACTURER:SHAW CONTRACT CONCRETE O DROP DOWN CLOUDS PER SPACE INDICATED. 31 CONTINUOUS HINGE GROUT:TEC 903 BIRCH FLOORING TRANSITION STRIPS: PRICING FOR THE CARPET MFRS.TrYPES MANUFACTURER:MONTEREY STYLE:FUNCTION CONC CONCRETE-NEW I EXISTING-UNSEALED CARP TO CFT: WITH THE OWNER HAVING THE STYLE:CARRA COLOR:84755 ALABASTER 10 PAINT AT WALL INFILL WITHIN BRICK ROUGH OPENING. 32 POCKET CLOSURE RESILIENT FLOORING:VCT MANUFACTURER:SCHLUTER OPTION Of SELECTING ONE AND/OR COLOR(S): 1895 ENERGY OR BRICK MANUFACTURER:MANNINGTON STYLE:SCHIENE MORE OF THE BIDS. 1974 ANIMATION ELEVATOR CAB FINISHES: BRK BRICK(EXISTING) 33 ELECTROMAGNETIC HOLD OPEN. w I 1 RE SHEETS A8.02 FOR WOOD PANELING DETAILS. ■ 01 COLORSTYLE:BRUSHWORK FINISH:AE(CLEAR-SATIN ANODIZED DOOR TO BE POWDER COATED AND WOOD 34 PUSH PLATE AUTOMATIC DOOR OPERATOR. VENETIAN S): ILK CANVAS(FIELD),717 ALUMINUM) COLOR TO BE SELECTED BY ARCHITECT. 12 PROVIDE 4'.0"HIGH FRT VINYL MASONME PANEL VENETIAN SILK(ACCENT) SIZE:5/16" FLOORING:CARP-1 WDS WOOD-EXPOSED STRUCTURAL GLU-LAMINATED O (S) 35 PROVIDE DOOR HARDWARE FOR PAIR DOORS COMPATIBLE SIZE:12"x I2" WALLS:P-LAM-2 COMPONENTS W/MARINE VARNISH BEHIND EACH SIDE OF MOP SINK. WITH LATCH SETS INDICATED AT EACH DOOR. m °Q0 ROOM FINISH SCHEDULE DOOR SCHEDULE REFERENCE A8.02 FOR FRAME TYPES,DOOR TYPES,AND DETAILS DOOR SCHEDULE REFERENCE A8.02 FOR FRAME TYPES,DOOR TYPES,AND DETAILS 0 FLOOR WALLS CEILING DOOR FRAME DETAILS DOOR FRAME DETAILS 0 NO. ROOM TITLE REMARKS MARK LABEL REMARKS MARK LABEL REMARKS o 0 0 MAT. BASE NORTH EAST SOUTH WEST MAT. I HGT. TYPE SIZE MAT. FIN. TYPE MAT. FIN. HEAD JAMB SILL TYPE SIZE MAT. FIN. TYPE MAT. FIN. HEAD JAMB SILL BASEMENT BASEMENT 202 C ,3'-o"x7"4" SCVVD FF A HM PS-5 I 2 20MIN. 4 13 14 17 25 30 001 STAIR CONC RWB CONC CONC/PS-I CONC CONC O.T.S. O.T.S. 1 3 7 O01 H 3'-0"x6'•8" SCWD FF A HM PS-5 I 2 20 IN 4 13 14 17 25 30 203 A TO T-0" SCWD FF C WD FF 3 4 NR I 5 16 17 IB 24O 002 STAIR CONC RWB PS-I CONC CONC CONC O.T.S. O.T.S. 1 3 7 003 LOBBY GONG 002 H 3'-0"x 7-0" SCWD FF A HM PS-5 I 2 MIN 4 13 14 A 25 30 204 A 3'-0"x T-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 RWB PSI CONC PSI PSI O.T.S. O.T.S. I 7 Pelo�F�i 004 STORAGE CONC RWB CONC CONC CONC CONC O.T.S. O.T.S. 1 7 8 003 G 4'-TxT-0" SCWD FF A HM PS-5 1 2 d2eMIN 2 5 13 17 18 25 31 32 33 205 A T-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 005 ELEVATOR EQUIPMENT CONC RWB PS-I PS-I PS-I CONC O.T.S. O.T.S. 1 005 G 3'4"x6.8" HM PS-5 A HM PS-5 1 2 60-MIN 5 14 IB 19 24 25 206 B PAIR T-0"xT-o" SCWD FF D WD FF 3 4 NR 3 5 14 17 18 24 25 26 AR4636 006 ELECTRICAL CONC RWB PS-I PS-I PS-1 CONC O.T.S. O.T.S. I m,3 or— _MECHANICAL CONIC RWB PS-2 PS-2 PS-2 PS-2 O.T.S. O.T.S. I 006 G 3-0"x6.8 HM PS-5 A HM MS 1 2 NR 5 14 19 24 25 30 207 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR Ib 17 IB 25 27 008 FIRE PROTECTION SYSTEM RISER ROOM CONC RWB P$-I PS-1 PS-I PS-I O.T.S. O.T.S. I 007 G 3'-0 14"x6-8" HM "PS-5 A HM PS-5 1 2 NR s 19 24 25 208 A 3'•0"xT-W SCWD FF c WD FF 3 4 NR 10 16 17 IB 25 009 TELEPHONEISERVER CONIC RWB PS-I PS-1 PS-1 PSI O.T.S. O.T.S. I 008 G 3'0"x68" HM PS-5 A HM PS5 I 2 NR (DSS(2D@ 209 A 3'-0"x7-0" SCWD FF C WD FF 3 4 NR 16 17 18 19 25 010 TELEPHONEISERVER CONC RWB PS-1 PS-1 PS-I PS-I O.T.S. O.T.S. 1 0 011 TELEPHONE/SERVER CONIC RWB PS-1 PS-1 PS-1 PS-1 O.T.S. O.T.S. I 09 G 3'-0"x 6A^ HM PS-5 A HM PS-5 1 2 NR 5 14 19 24 25 211 D 3'-0"xT-0" SCWD'FF C WD FF 3 4 NR 10 Ib 17 18 25 012 TELEPHONE/SERVER CONC RWB PS-i PS-1 PS-1 PS•I O.T.S. O.T.S. I 010 G T-0"x6-8" HM PS-5 A HM PS-5 1 2 NR 5 14 19 24 25 212 A T-0"xT-0" SCWD FF C WD FF 3 4 NR 10 Ib 17 i8 25 013 STORAGE CONIC WB CONC CONC CONC CONC O.T.S. O.T.S. 1 7 011 G 3'-0"xb-B" HM PSS A HM PS-5 I 2 - NR 5 14 19 24 25 213 A 3'A°xT-0" SCWD FF C WD FF 3 4 - NR 5 12 14 17 18 23 25 014 CORRIDOR CONC RWB`_ —PS-I PS-1 PS-1 PS-1 O.T.S. O.T.S. I SCWD FF C WD FF 3 4 NR 214 D 3' 012 G 3'-0"x6.8" HM PS-5 A HM PS-5 1 2 - NR 5 14 19 24 25 -0"x T-0" - 10 16 17 18 25 FIRST FLOOR �/L 101 STAIR CONC WB PS-1 BRK PS-1 PS-1 O.T.S. O.T.S. 1 3 4 6 FIRST FLOOR 215 A 3'-0"x T-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 ` 102 STAIR CONC WB PS-1 BRK PS-I__ PS•I O.T.S. O.T.S. 1 3 4 6O�O ^ �Q 103 OFFICE CARP-1 WB BRK PS-1 PS-1 BRK O.T.S. O.T.S. 146 3 4 6 7 I 15 °� Lu 101 E Tvxr-T STL PC B STL ANOD MFR MFR MFR NR 9 I 216 A 4'-0"xT-0 'IT" SCWD FF A HM PS-5 1 2 - -MIN. 2 5 13 17 IB ZS 31 32 33 li.. O� 104 OPEN OFFICE CARP-I WB BRK PS-1 PS-1 PS-1 O.T.S. O.T.S. 1 4 6 102 C 3'-0"xr-0" SCWD ff A HM PS-5 1 2 OMIN 4 6 I3 14 17 25 30 217 B PAIR 3'-0"xT-0" SCWD FF D WD FF 3 4 NR 3 5 14 17 24 18 25 26 105 OFFICE CARP-1 WB BRK BRK P$-1 PS-1 O.T.S. O.T.S. 1 a 6 102a E T-0"xro STL PC B STL ANOD MFR MFR MFR NR 3 4 6 7; 9 II IS 22 25 218 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 1 5 16 17 18 24 25 0O 106 LIBRARY CARP-I WB PS-1 P$-I PS-1 BRK/PS-I O.T.S. O.T.S. I 4 b 103 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 ij 18 25 218. A Y-Txr-0" SCWD FF C WD FF 3 4 :T NR I 5 I6 17 IB 24 25 G 107 OFFICE CARPI WB PS-1 BRK PS-1 PS-1 O.T.S. O .S. I 4 6 _ �u 108 OFFICE CARP-] WB PS-1 PS-1 PS-1 BRK O.T.S. O.T.S. 1 4 6 105 A 3'-0"xr-0" SCWD FF C WD FF 3 4 NR 10 16 I7 18 25 y 219 A 3'-0'xT-o" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 I" m 109 ELEVATOR VESTIBULE CONIC WB PS-1 CONC/BRK PS-1 PS-I O.T.S. O.T.S. I 4 6 106 C T-0"x7-0' SCWD FF A HM PS-5 1 2 24MIN 4 13 14 Ij 25 30 221 A 3'-0'x T-0" SCWD FF C WD FF 3 4 NR S 14 19 24 25 r 1 M CIFT II/ SMOALLCONFERENCO ROOM CARP-2 WBT CWT/PS-2 C PS- CWT/PPS-2 CWT/PS-2 sTuG P/o.Ts. O.T.S. 1 6 9 II NR l0 16 17 IB `/107 A 3'-0"xT-0" SCWD FF C WD FF 3 4 25 t` 222 A 3'-0'xT-0" SCWD FF C WD FF 3 4 - NR 112 CONFERENCE ROOM CARP-2 WB WP BRK WP PS-1 STUGYP/O.Ts. O.T.S. I 2 4 6 9 II 108 A T-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 223 B Y-Txr-0" SCWD FF C WD FF 3 4 NR 10 Ib 17 IB 25 Lu 113 LOBBY WD PLINK WB PS-I BRK P$-1 WD-S/PS-I GP/O.T.S. V-070.T.S. I 2 4 6 109 E 3'A"xTA" STL PC B STL PC MFR FR MFR NR 3 4 6 7 9 II 15 25 34 223a B T0xr-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 114 RECEPTION CARP-1 WB PS-I PS-1 PS-1 - O,T,S. O.T.S. 1 6 ~ 0 115 LOBBY CARPI WB PS-I BRK PS-1 P$-I O.T.S. O.T.S. 1 4 6 1092 A 4'-0"xT•0" SCWD FF A HM PS-5 I 2: 0 205MIN 2 5 13 17 18 25 31 32 33 224 A T-W x 7"-0" SCWD'FF C WD FF 3 4 NR 10 16 17 18 25 116 CUSTODIAL CONC RWB PS-2 PS-2 PS-2 BRK O.T.S. O.T.S. 4 6 12 110 A T-W xT-0" SCWD FF C WD FF 3 43 " �,NR!f 5 12 14 17 18 23 25 22S A TOx7'0 SCWD FF C WD FF 3 4 NR OS 10 17 18 24 25 1Z 118 MEN'S RESTROOM CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS-I V-0" 1 2 6 119 BREAK ROOM V�T•INCT-Z WB P$1 P$-1 PS-1 P$-1 O.T.S. II A 3'•0"xT-0` SCWD FF C WD FF 3 4 NR I 5 16 17 18 24 25 225A A T-W xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 Q O.T.S., , , 1 2 6 ANN Mn 120 OFFICE CARPI WB PS-1 BRK PS-I PS-1 O.T.S. O.T.S. 1 4 6 112 A PAIR 2'-6"xT-0" SCWD FF D WD FF 3 4 NR 1 5 16 17 18 24 25 35 226 A T.0"x7"•0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 U V)^ 121 STORAGE ICONIC WB PS-1 PSI PSI BRK O.T.S. O.T.S. 1 4 6 113 E 3%0"x7'-0" STL PC B STL PC MFR T MFR MFR MFR NR 3 4 6 7 9 II IS 25 227 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 10 16 17 IB 25 UM 122 WORKROOM VCT•INCf-2 RWB PS-1 PS-1 PS-I PS-I O.T.S. O.T.S. 1 2 6 ` mm 113a E T-0'xr-0" STL PC.., B STL PC MFR MFR':- MFR NR 3 4 6 7 9 II IS 25 228 A 3'-0"xT-0" SCWD FF C WD FF 3 4 - NR 16 17 IS 19 25 Loe 123 OFFICE CARP-I WB PS-1 PS-4 PS-1 PS-1 O.T.S. O,T,S, 1 4 5 6 COO 124 OFFICE CARP-I WB PS-I PS-1 PS-4 PS-4 O.T.S. O.T.S. I 4 S 6 1131, A 4'-0"xT-0" SCWD FF A' HM PS•5 1 2 IN 2 S 13 17 18 25 31 32 33 THIRD FLOOR Q r^,Icv 125 OPEN OFFICE CARP-1 WB PS-1 PS-1 PS-4 PS-I O.T.S. O.T.S. 1 4 5 6 114 B PAIR T-V x7'-0" SCWD FF D WD FF 3 4 N0. 5 14 17 IB 24 25 26 301 C 3'-0"xT-0" SCWD FF A HM PS-5 I 2 D MIN. 4 13 14 17 25 30 126 OFFICE CARP-I WB PS-1 PS-4 PS-4 PS-I O.T.S. O.T,S, 1 4 5 6 115 F PAIR T-W xr-0" STL PC E STL PC'',MFR MFR MFR NR 3 4 6 7 9 11 IS 25 35 302 C 3'-0"xre SCWD FF A HM PS-5 1 2 �O IN. 4 13 14 17 25 30 SECOND FLOOR 116 A 3'•0"xT-0" SCWD FF C WD FF 3 4 NR 5 14 19 24 25 303 B PAIR 3'-0"xT-0" SCWD FF D WD FF 3 4 NR ; 5 14 17 16 24 25 26 201 STAIR CONC WB PSI BRK PS-1 PS-I O.T.S. O.T.S. 1 3 4 6 202 STAIR CONC WB PSI BRK PS-1 PS-I O.T.S. O.T.S. I 3 q 6 118 A 3'-0"x T-0" SCWD FF C WD FF 3 4, NR 5 12 I4 17 IB 23 25 304 A T-0"xr-0" SCWD FF C WD FF 3 4 NR 5 12 14 17 18 23 25 203 CONFERENCE ROOM CARP-2 WB BRK WP PS-1 BRK UGYP/O.TS. O.T.S. I 2 4 6 9 II 119 D T.0"xT-0" SCWD FF C WD FF 3' 4 NR 10 16 17 18 O 305 A 3'-0"xT-0" SCWD FF C WD FF 3 4 NR 16 17 18 19 25 204 OFFICE CARP-I WB BRK PS-1 PS-1 PS-I O.T.S. O.T.S. I 4 6 120 A T-Tx7'-0" SCWD FF C WD FF 3 4 ,NR 10 16 17 18 25 306 A T-O".T-0^ SCWD FF C WD FF 3 4 NR 1 5 16 17 18 24 25 205 OFFICE CARPI WB BRK BRK PS-1 PS-I O.T.S. O.T.S. 1 4 6 206 RECEPTION CARP-I WB P$-I PS-1 PS-1 PS-I O.T.S. O.T.S. 1 6 121 A X0x T-0" SCWD FF C 'WD FF 3 4 NR. 16 17 18 19 25 307 B PAIRX-0"xT-0" SCWD FF D WD FF 3 4 NR 3 5 14 17 18 24 2S 26 207 OFFICE CARPI WB PS-I PS-1 PS-1 PS-I O.T.S. O.T.S. 1 6 121. A T.0"x7'-0" SCWD FF C WD FF 3 4 NR 16 17 IB 19 25 308 A 4'.0"xT-0" SCWD FF A HM PS-5 1 2 6� 0-MIN 2 5 13 17 18 25 31 32 33 208 OFFICE CARPI WB PS-1 BRK/PS-I PS-1 PS-I O.T.S. O.T.S. 1 4 6 I0 209 STORAGE ICONIC 122 D X0xT-0" SCWD FF C- WD FF 3_ 4 NR 10 16 17 18 25 309 A X-0"x7R0" SCWD FF C WD FF 3 4 NR 5 14 19 24 25 W WB PS-1 PS-1 PS_ PS-1 O.T.S. O.T.S. I 6 ' ^ 210 STORAGE ICONIC WB PS-1 PS-1 PS-I PS-1 O.T.S. O.T.S. I 6 123 A T-Txre SCWD FF C ';',WD FF 3' 4 NR 10 16 17 18 25 310 A T0"xr-0" SCWD FF C WD FF 3 4 NR 5 12 14 17 18 23 25 V a 211 WORKROOM VCT•INCT-2 WB P$-1 P$-1 P$-1 P$-1 O.T.S. O.T.S. 1 2 6 124 A 3A"x 7'A" SCWD FF C WD FF 3 f4 NR 10 16 17 IB 25 312 A 3'A"x T•0" SCWD FF C WD FF 3 4 NR 5 10 17 18 24 25 7 212 OFFICE CARP-1 WB PS-1 BRK PS-I PS-1 O.T.S. O.T.S. I a 6 L 125 E 34"xT-0" STL *' - B STL PC MFR MFR MFR NR 3 4 6 7 9 II IS 25 '?„ 314 A 3'-0"xT-o" SCWD ff C WD ff 3 4 NR 10 Ib 17 18 25 W 213 WOMEN'S RESTROOM CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS-1 8'-0" I 2 6 214 BREAK ROOM VCT-INCT-2 WB PS-1 P$-1 PS-1 PS-1 O.T.S. O.T.S. 1 2 6 126 A T-0"x T-0" SCWD OFF C WD FF 3 4 NR 10 16 17 IB 25 31S A TOxr-T SCWD ff C WD FF 3 4 NR 10 16 17 IB 25 Q 2 215 OFFICE CARP-1 WB PS-1 BRK PS-I PS-1 O.T.S. O.T.S. I 4 6 ECOND FLOOR _ 316 A T-V.r-0" SCWD FF C WD FF 3 4 NR 10 16 17 18 25 V 216 LOBBY WD-PLNK WB PS-1 BRK PS-1 WD-S/PS-I O.T.S. O.T.S. 1 4 6 201 C 3'-0"x70' �� SCWD FF '. A HM PS•5 I 2""< - MIN. 4 13 14 17 25 30 "317 A 3'-0'xT-0" SCWD FF C WD FF 3 4 - NR 16 17 18 19 25 217 RECEPTION CARP-I WB PS-1 PS-1 PS-1 PS-1 O.T.S. O.T.S. I 6 ; 218 CONFERENCE ROOM CARP-2 WB PS-I PS-1 PS-i PS-I UGYPIO.T.S. O.T.S. 1 6 9 j'. ce 219 OFFICE CARP-1 WB PS-1 BRK Ps-1 PS-I O.T.S. O.T.S. I 4 a ROOM FINISH SCHEDULE ,,ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR SCHEDULE m O 221 CUSTODIAL CONC RWB PS-2 PS-2 PS-1 PS-2 PS-1 8'-0" I 6 12 ' ., 222 MEN'S RESTROOM CFT CWT CWT/PS-2 CW7/P$-2 CWT/PS-2 cWT/P$-2 Psl B'-o" 1 2 6 ABBREVIATIONS --- `4ABBREVIATIONS REMARKS SPECS 7 Q 223 OFFICE CARP-1 WB Ps-I PS-1 PS-1 Ps-I O.T.S. O.T.S. I 6 RE:FINISH �LOOR PLANS SHEETS CEILING FINISHES(RE:REFLECTED OI SOFFICELOCKSET. ALL DOOR HARDWARE SHALL BE MEDIUM DUTY Z 0 224 OFFICE CARP-1 WB PS-I BRK PS-1 P$-I O.T.S. O.T.S. I 4 6 STAINLESS STEEL,SATIN FINISH,US32D, 8.03/A8.04 FOR MANUFACTURER jy 2 PASSAGE LATCH SET. 225 TENANT AREA CONIC WB PS-1 PS-1 BRK BRK O.T.S.-, "O.T.S, I 4 6 CEILING PLAN SHEETS) BHMA630. = W TYPE/PRODUCT NO.) 226 OFFICE CARP-I WB PS-I BRK PS-1 PS-1 O.T.S. O.T.S. 1 4 6 O PANIC HARDWARE W/KEYED CYLINDER. 227 OFFICE CARP-I WB PS-I BRK PS-1 PS-1 O.T.S. O,T.S. 1 4 6 FLOOR FINISHES O.T.S. OPEN TO STRUCTURE O HANDLE STYLE"CORBINRUSSWIN"-ARMSTRONG ' 4 CONCEALED OVERHEAD CLOSER OR"SCHLAGE"-ATHENS,OR OF EQUAL STYLE 228 STORAGE CONC RWB PS-1 BRK PS-1 PS-1 O.T.S. O,T.S. I a !CONCRETE "5 PAINT LL O CONC. SEALED CONCRETE e`•, PS-1 PAINT SYSTEM I ON GYPSUM BOARD O 01 CLOSER '� ALL WOOD DOORS SHALL BE SOLID CORE,7-PLY O Q THIRD FLOOR i' CERAMIC TILE CEIUNG/SOFFIT O PERIMETER SEAL `, CONSTRUCTION.AWL PREMIUM GRADE SPECIES 301 STAIR CONIC WB P$-I BRK PS-1 PS O.T.S. O.T.S. I' ,3 4 6- CFT CERAMIC FLOOR TILE STEEL AND CUT:DOUGLAS FIR FOR VERTICAL GRAIN Z ( W ;t Q 3 PIVOTS. ` APPEARANCE. V 302 STAIR CONC WB PS-I BRK PS-1 PS-I O.T.S. O.T.S. I `3 q 6 RESILIENT FLOOR COVERWGS rn MISC.STEEL PLATE FRAME ASSEMBLY INCORPORATED INTO DROP DOWN CLOUDS-WIRE BRUSHED OB FLOOR STOP. _ 303 TENANT AREA CONIC WB BRK BRK PS-1," BRK/PS-I O.T.S. O.T,S. 1 4 6 e' VCT-1 VINYL COMPOSITION TILE-FIELDTILEI THROUGHOUT wieLFARSEALER -APPROVED MANUFACTURERS. EGGERS, VCT-2 VINYL C6i4PO51TiON TILE-FIELD TILE 2 NOTE: O THRESHOLD. �� WEYERHAEUSER,OR VT-INDUSTRIES. �"� O 304 WOMENS CFT CWT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS4 8'-0" 1 r,2 6 ' o' f' ALL STRUCTURAL DECKING COMPONENTS AT NEW Q = V) ,. RESILIENT WALLBASE to CLASSROOM LOCK SET. z 305 STORAGE CONC WD PS-1 PS-1 `PS-I PS-I O.T.S. O.T.S. 1. 6 RWB RUBBER WALL BASE LOBBY/STAIRWELLS UNFINISHED PER CONDITION- \ SUBMIT SHOP DRAWINGS FOR ALL DOOR TYPES, EITHOR GALVANIZED METAL OR T&G WOOD DECKING 306 CONFERENCE ROOM CARP-2 WB PS-1 BRK PS-I WP O.T.S. O.T.S. 1 6 9 /> n DOOR BOTTOMISWEEP. FRAMES&HARDWARE O Q WOOD BASE < Q � 307 RECEPTION CARP-1 WB PS-1 PS-1 PSI PS-1 O.T.S. O.T.S. I 6 WB v\WOODBASE-SOLIDSTOCKVERTICAL 12 PRIVACY LOCK SET. Z _ 308 CUSTODIAL CONC RWB PS-2 PS-2 PS-I PS-2 PS-1 8'-0" I 6 Iz WOOD GRAIN DOUGLAS FlR O DOOR SCHEDULE ED z vi Z_ 13 SMOKE SEAL LL 309 LOBBY WD-PLINK WB Ps-1 BRK PSI WD-SIPS- O.T.S. O.T.S. 1 2 4 6 G —4 T&GWOODFLOOR DOUGIASFIR(STRUCTURAL 14 3PAIRHINGES/PIVOTS. ABBREVIATIONS J 310 MEN'S CFT C.WT CWT/PS-2 CWT/PS-2 CWT/PS-2 CWT/PS-2 PS-1 8'-O" I 2 DECKING)W/POLYURETHANE'SATIN"FINISH. O / { O IS PULL HANDLE V 311 OPEN OFFICE CARP-1 WB PS-I > BRK PS-I PS-1 O.T.S. O.T.S. 1 a 6 CARPET FF -FACTORY FINISH AS SELECTED BY ARCHITECT CARP-1 CARPET ROOM FINISH SCHEDULE 16 III2 PAIR HINGES. u- 312 OPEN OFFICE CARP-1 WB PS-I,,:F- PS-I PS-1 BRK O.T.S. O.T.S. 1 4 6 REMARKS O HHM R HOUR(S) METAL O A z O CARP-2 CARPET 2 ''\ li 313 WORK ROOM/BREAK ROOM VC.FINCT-F2 WB PS-1 PS-1 PS-1 PS-1 O.T.S. O.T.S. 1 2 6 n KICK PLATES. M -MINUTES _ 314 OFFICE CARP-1 WB ;PS-I PS-I BRK BRK O.T.S. O.T.S. 1 4 6 18 WALUFLOOR STOP. NR -NO RATING O 315 OFFICE CARP-I WB s''Ps-I PS-1 BRK PS-1 O.T.S. O.T.S. 1 4 6 O RE REFLECTED CEILING PLAN SHEETS A7.01&A7.02 FOR t PS_ -POWDER COATED(FACTORY FINISH) I S M -PAINT SYSTEM"NUMBER" T , 31b OFFICE CARP-1 WB PS-I BRK PS-I PS-I O.T.S. O.T.S. 1 4 6 VARIOUS CEILING HEIGHTS&MATERIALS. 19 STOREROOM LOCK. y V' LL. WALL FINISHES SIM -SIMILAR 317 STORAGE CONIC PS-1 BRK PS-1 PS-I O.T.S. O.T.S. I 4 O RE FINISH FLOOR PLANS&P TTERNSRIFICATION OF 20 NOT USED. SS STAINLESS STEEL RWB MATERIALS,FINISHES&PATTERNS. O \SCWD -SOLID CORE WOOD DOOR WALL PANELS 21 NOT USED. WD -WOOD(SOLID STOCK)FRAME WP WOOD PANELING-VERTICAL GRAIN DOUGLAS FIR PAINT ALL FERROUS METAL EXPOSED TO VIEW-STEEL O �4a,"• INTERIOR FINISHES VENEER O STAIR FRAMING COMPONENTS,HANDRAILS PROJ.NO: 01029 CERAMIC TILE GUARDRAILS,FLOOR FRAMING COMPONENTS PS-3. 22 PULL' EXTERIOR STEEL ENTRANCE DOORS-TORRANCE STEEL 23 CABO/ANSI AI 17.1 SIGN. WINDOW CO.-RE:SHEET A0.01 FOR INFORMATION RELATIVE TO DATE: 08102 CWT CERAMIC WALL TILE CLEAN,RESTORE BRICK/MORTAR JOINTS AS REQUIRED O EQUAL OR OTHER MANUFACTURERS. PAINT:PCI RW& CARP TO CONC AND WOOD: OPTION ONE OPTION THREE: O AT PERIMETER WALLS TO ORIGINAL CONDITION. DRAWN BY: G.U. MANUFACTURER:COLUMBIA PAINTS MANUFACTURER JOHNSONTTE MANUFACTURER:JOHNSONITE CARPI-(FIELD) CARP-1-(FIELD) PAINT 24 PROVIDE HOLD OPEN DEVICE AT CLOSER CHECKED BY: S.J.S. COLOR 868OW ARIA IVORY COLOR 80 FAWN STYLE:CiA-XX-J MANUFACTURER BENTLEY MANUFACTURER MASLAND PS-1 PAINT SYSTEM I ON GYPSUM WALL BOARD FIELD VERIFY ANY EXISTING PLATTER AT EXTERIOR COLOR:80 FAWN STYLE MERCATOR STYLE:APPIAN PS-2 PAINT SYSTEM 2 ON WATER RESISTIVE GYPSUM ) WALL(S)-REPAIR AS REQUIRED.ADD NEW AREAS 25 COORDINATE HARDWARE/LOCKSETS W/OWNER. FILE 01029A801 CERAMIC FLOOR TILE CFT LAMINATE: �,y» COLOR B575 GLOBAL COLOR 34103 BENEVENTO WALL BOARD WHERE PLASTER IS MISSING TO COMPLETE ENTIRE WALL MANUFACTURER:DALTILE- PLAM I-(VERTICALS FACES) CARP TO VCT: CARP-2-(CONFERENCE ROOMS CARP-2-(CONFERENCE ROOMS) P$_3 PAINT SYSTEM 3 ON ALL EXPOSED TO VIEW PLANE. 26 VERTICAL ROD EXIST DEVICE W/KEYED CYLINDER REVISION: STYLE:VILLAGE BLEND MANUFACTURER PfONITE MANUFACTURER JOHNSONTE MANUFACTURER:SHAW CONTRACT MANUFACTURER MASLAND STRUCTURE QOISTS,BEAMS,ANGLES,ETC. 27 COMMUNICATION LOCK SET. COLOR:VB02 OCRE COLOR AT301 SUEDE BEIGE LINEN STYLE:CTA-XX-C STYLE BIJOUX STYLE BOMBAY 2 OR AS CALLED OUT BY REFERNCE NOTES PER RE A8.02 FOR WALL BASE,WALL JAMB(S),AND MISC. O SIZE I x 12" PLAM2-(HORIZONTAL SURFACES) COLOR 80 FAWN COLOR 58755 HOLLYWOOD NITES COLOR: 14803 VARANASI CONDITION). O INTERIOR DETAILS. GROUT:TEC 927 LIGHT PEWTER MANUFACTURER:PIONITE PS-4 PAINT SYSTEM 4 ON EXISTING I NEW PLASTER 28 NOT USED. "CP COLOR ATI01 SUEDE OATMEAL FIBER WALK•OFF CARPET TILE OPTION TWO: OPTION FOUR: WAILS PROVIDE RUBBER WALL BASE AT GWB/STL STUD FRAMED FOR ELEVATION VIEW OF FRAME TYPES REFERENCE CERAMIC WALL TILE:CWT MANUFACTURER:INTERFACE CARNI-FIELD CARP4-FIELD PS-5 PAINT SYSTEM 5 ON HOLLOW METAL DOORS I O WALL(S)ONLY. 29 (FIELD) (FIELD) FRAMES SHEET A3.02 MANUFACTURER DALTILE WOOD VENEER,WALL BASE,DOORS, STYLE SUPER FLOR MANUFACTURER MONTEREY MANUFACTURER SHAW CONTRACT PS-0 PAINT SYSTEM 6,STAIN NATURAL ON STUD 30 RIM PANIC HARDWARE STYLE,VILLAGE BLEND FLOORS,AND CEILINGS: COLOR:609023 MID BROWN STYLE PELLA STYLE MODE STOCK WOOD TRIM I FRAMES O PAINT GWB AT ROOMS LOCATED WITHIN STORAGE 004. COLOR(S):VBOI CREAM(FIELD),VB02 OCRE SPECIES:DOUGLAS FIR COLOR(S:895 MACEDONIA OR COLOR 85706 SMOOTH 31 CONTINUOUS HINGE. SHEET NO.: (BULLNOSE) FINISH:CLEAR NOTE 974 CORINTH CARP-2,(CONFERENCE ROOMS) CONCRETE RE DETAILS PER REFLECTED CEILING PLANS FOR CUSTOM SIZE(S):6"x 6"(FIELD),2"x 6"(BULWOSE) GENERAL CONTRACTOR TO PROVIDE CARP-2.(CONFERENCE ROOMS) MANUFACTURER SHAW CONTRACT CONC CONCRETE-NEW I EXISTING,UNSEALED O9 DROP DOWN CLOUDS PER SPACE INDICATED. 32 POCKET CLOSURE GROUT:TEC 903 BIRCH FLOORING TRANSITION STRIPS: PRICING FOR THE CARPET MFRSJTYPES MANUFACTURER MONTEREY STYLE:FUNCTION O ■ CARP TO CFT: WITH THE OWNER HAVING THE STYLE R CARRA COLOR:84755 ALABASTER BRICK 10 PAINT AT WALL INFILL WITHIN BRICK ROUGH OPENING. 33 ELECTROMAGNETIC HOLD OPEN. RESILIENT FLOORING:VCT MANUFACTURER:SCHLUTER OPTION OF SELECTING ONE AND/OR COLOR(S): 1895 ENERGY OR BRK BRICK(EXISTING) MANUFACTURER MANNINGTON STYLE SCHIENE MORE OF THE BIDS 1974 ANIMATION ELEVATOR CAB FINISHES: I I RE SHEETS A8.02 FOR WOOD PANELING DETAILS. 3i PUSH PLATE AUTOMATIC DOOR OPERATOR ■ STYLE:BRUSHWORK FINISH:AE(CLEAR-SATIN ANODIZED DOOR TO BE POWDER COATED AND WOOD COLOR(S):707 CANVAS(FIELD),717 ALUMINUM) COLOR TO BE SELECTED BY ARCHITECT. VVD.S WOOD-EXPOSED STRUCTURAL GLU-LAMINATED 12 PROVIDE 4'-0"HIGH FRT VINYL MASONITE PANEL(S 35 PROVIDE DOOR HARDWARE FOR PAIR DOORS COMPATIBLE VENETIAN SILK(ACCENT) SIZE 5/16" FLOORING:CARP-1 COMPONENTS W/MARINE VARNISH O BEHIND EACH SIDE OF MOP SINK. WITH LATCH SETS INDICATED AT EACH DOOR SIZE:12"x 12" WALLS:P-LAM-2 " DOOR TYPES PAINT ALL STEEL DOORS PS-5/STEEL EXT. DOORS ARE FACORY POWDER COATED REFERENCE NOTES O o0.0 1. SOLID CORE WOOD DOOR - SPECIES PER DOOR 10 71 1 1/ �IDI PER DR. PER DR. PER DR. PER DR. tSC ER DR. SCHEDULE.�HED5UL SCHEDUL SCHEDULHEDUL - 2. FULLY TEMPERED SAFEtt GLASS UNITS. 14 5" " 5" 5" p^ 4" '-g" 3. VERTICAL GRAIN DOUGLAS FIR STILE/ RAIL DOOR. 75 WHERE 2 - 2 4. STEEL FRAME EXTERIOR DOOR. w - OCCURS 5. STEEL DOOR. 13 5� 36 70 3 41 U n 41 6. STEEL DOOR FRAME. IT v m 3 n n 'BOTHSIDS - 7. SOLID STOCK WOOD DOOR FRAME - V.G. DOUGLAS Aft-1035 o 0 0 1 0 1 FIR. 4 6 4 1" 7 7 w w w W sA�BIO p 1 15 16 3� a a a a 8. SOLID STOCK WOOD RELITE FRAME - V.G. DOUGLAS OF t 1 WHERE F.L. FIR. WHERE OCCURS A B C D 9. SOLID STOCK WOOD SLIDER WINDOW FRAME - V.G. OCCURS DOUGLAS FIR. 5 FIELD VERIFY - PER DR. PER DR. PER DR. PER DR. 10. GYPSUM WALL BOARD (PER WALL TYPE). SCHEDU SCHEDULE SCHEDUL SCHEDUL WHERE 5 3/4" 11. LAMINATED PLYWOOD VENEERING. WALL THICKNESS CALLED OUT. OCCURS p" 4" 12.V.G. DOUGLAS FIR VENEERING. WALL / CONC. HEAD DETAIL COLUMN JAMB DETAIL 2 2 J 2 13. EXISTING CONCRETE COLUMN. w 4 w 4 w 5 w _I 14. FRAMING PER WALL TYPE. Q O� 1 SCALE: 3" = 1'-0' omzsaoz° SCALE: 3"=1 -0" onzsaozc U _ s at to m / N / N N 15. SOUND ATTENUATION BLANKETS WHERE OCCURS. CO 16. CORNER BEAD / L-METAL. uj OM w w 17. UNPAINTED FACE. =p a " a a a QN 0 ,a F.L �^ 18. FLOOR FINISH PER SCHEDULE. w� 14 E F G H 19. 1x4 SOLID STOCK V.G. DOUGLAS FIR TRIM. iy 20. SOLID STOCK V.G. DOUGLAS FIR CAP PER ::F 15 WHERE WHERE DIMENSIONS. OCCURS OCCURS 1s 70 ( , 21. EXISTING CONCRETE BEAM / DECK. v 36 10 22. STEEL'Z' FURRING SECTION. W BOTH FRAME TYPES O SIDS 16 tt PAINT ALL METAL FRAMES PS-5 / STAIN ALL WOOD FRAMES PS-6 23. CONTINUOUS BRIDGING. `� 24. 20 GA. DEEP LEG RUNNER. i 25. TOP OF METAL STUDS. 04 PER PER DOOR DOOR WHERE a ;.� - - 26. DO NOT ATTACH STUDS TO RUNNER. T Z OCCURSPER PER J.. 17 t2 2" PER 2" MF FR. 2" 2" 2" 2" MF �."J�IPER �/M''FR. 5 DOOR DOOR DOOR DOOR WHERE �51/1 CHEDULE CHEDULE 6 CHEDULE SCHEDULED SCHEDULED II SCREWS ® 24" CURED TO DECK BEAM W/TEK ?N OCCURS 18 PER to 6 7 7 6 28. VAPOR RETARDER. (�^ JAMB DETAIL WALL BASEPDETAIL N 3 , ' ` /A\ 29. UNPAGED BLANKET INSULATION -R-19. Ln o o m o \ o A \ 0 30.15 BUILDING FELT. _® W 7 O� / I \ / N \ < NN 2 oiozsaozc olozse°zx 2 4 4 31. 5/8"GYPSUM SHEATHING. SCALE: 3" = 1'-0" SCALE: 3"=1'-0" on w w w c=i \ w 32. SECONDARY METAL FRAMING PER WALL PANEL a V7 a y a m \ / a cn \ / a rn MANUFACTURER. 28 F.L. \�/ 33. CORRUGATED METAL SIDING. a to 34. CONCRETE FILL DECK PER STRUCTURAL 74 49 35 O O O O O 35. 1x4 V.G. DOUGLAS FIR (SOLID STOCK) W/ 1/4" HOLLOW EXTERIOR INTERIOR INTERIOR EXTERIOR STEEL CHAMFER CONTINUOUS. 15 OCCURS 34 METAL RE: 14S 6A3.03 SIM. SOLID STOCK WOOD SOLID STOCK WOOD RE: 13/14/A3.03 SIM. 36. SEALANT. J 30 40 _ 37. DOOR AS SCHEDULED. 10 31 Q 38. DOOR STOP. 42 39. NOT USED. 32 N RECITE FRAME TYPES O STAIN ALL WOOD FRAMES PS-6 W 37 3a 33 --- ------------ v\i 40. 10 V.G. DOUGLAS FIR (SOLID STOCK)TRIM W/ 1/4' , ^ O CHAMFER CONTINUOUS. V 41. METAL FRAME AT GLAZING. PAINT. 7 / MFR. MFR. MFR. FR. 42. SHIM AS REQUIRED. L �♦�/ 43. 81-FLOD VERTICAL GRAIN VENEER PANEL DOOR - PER MFR. (3) PAIR TOTAL ALLOW FOR ALL BIFOLD DOORS TO I� 8 - 9 STACK AT BOTH SIDES WITH FLEXIBILITY FOR EACH PAIR TO BE INDEPENDENT ON CONCEALED HORIZONTAL METAL HEAD DETAIL WALL BASE DETAIL (STAIRS) SIM. 2 S.M. SIM. 2N 4T4ACK.78"x,6"VERTICAL GRAIN DOUGLAS FIR WOOD m O Pa SIM. PANELING. RE: ELEVATIONS ON SHEET A2.02 FOR GRAIN 0 3 SCALE: 3" = 1 -0" olazseozo SCALE: 3"=1 -O mozsKv 4 y CONFIGURATION AT EACH PANEL. SIM. m SIM. 45. IN WOOD BLOCKING AS REQUIRED. PROVIDE SOLID Q SUBSTRATE AT BOTTOM BETWEEN BLOCKING AND WOOD s �. mj PANEL, TYPICAL. 17 20 - EL n 46. 1/4"x 1/4" REVEAL - 'BLACK' PLASTIC LAMINATE. 0 47. CONTINUOUS CONCEALED HINGE,TYPICAL AT ALL Lu w 1a 16 19 O !. O PAIRS OF BI-FOLD DOORS. T o- N WOOD WOOD 1510 FRAME ao OCU to \ -;If9lc FRAME FIXED SLIDER LL O O w 10 a2 3-1/2" 4 3/4" Q O Lu 37 38 Y� > z < w GENERAL NOTES z Q PER MFR.. W z UNLESS. UNLS OTHERWISE NOTED, ALL DOORS ARE TO BE � N 1-3/4"THICK. 2. ALL METAL DOORS (HM) AND FRAMES (HM) SHALL 4 JAMB DETAIL 9 PARTIAL HT. WALL CAP oc cn L a BE PAINTED PS-5. SCALE: 3" = 1'-0" °10s9 E SCALE: 3"=1'-0" clMgW2x 3. COORDINATE ELECTROMAGNETIC HOLD OPENS WITH 0 z O HARDWARE,4. FOR DOOR R ELECTRICAL DRAWINGS. _ 5. FOR FRAME TYPES AND LOCATIONS, RE: A2.01 AND NT 2V/ GRID � A2.02. 10 14 15 77 16 1 12 - PROJ.NO.: 01029 .-... .;•,.::,:.. :..:..,.: DATE OB/02 1/2" GAP DRAWN BY: L.W. > CHECKED BY: S.J.S. 22 18 a ¢ 13 o FILE 01029AS02 3 w LL REVISION: Y6 23 14 44 45 46 15 WHERE OCCURS 47 SHEET NO.: 10 FIELD VERIFY 1$- 43 VERTICAL -GRAIN A8.02 5 TYP. WALL HEAD 10 WOOD PANELING DETAIL SCALE: 3'=1 -0" °t029B0zF SCALE: 3"=1'-0" 01029802L m A B c o Q Q 1 Q REFERENCE NOTES 0 0.0 1. EXISTING CONCRETE fL00R TO BE CLEANED ANDSEALED. 1 I 1 I I I I I 2• NEW CONCRETE FLOOR WITH CLEAR SEALER. 3. CARPET ONE - CARP-11. _.. I I _.. ... 4. CARPET TWO - CARP-2. 5. CERAMIC FLOOR TILE - CFT. 6. VINYL COMPOSITION TILE ONE AND TWO. INSTALL IN - OFFICE OPEN OFFICE OFFICE PATTERN INDICATED. FIELD COORDINATE. I103 104 105 7. T & G DOUGLAS FIR WOOD FLOOR WITH �� 1�,� /�\ POLYURETHANE SATIN FINISH. mp8�0Z {? 4STAIR �% 8. 50 MM x 50 MM WALK-OFF CARPET TILE.0 P _ " _—_ s'• _—_ 9. 4' x 8' WALK-OFF MAT. -- ----- ---- --- -- — - ON - - - --- -- 2% STAIR - 10. 3' x 5' WALK-OFF MAT. yFT 001 O 2 STORAGE LIBRARY I + I OFFICE z I 004 I I 106 I 107 1 I 3 //�\ Q o �J \J WCL ,ern en MECHANICAL OFFICE I S o 007 I I FRO 8 • I 1 I I VCJI. 8 vI N� 2 109 I I FE CONFERENCE ROOM U F�RE pT��7�N I I CUS O 112 h EQUIPMONT I HW D SYSTEMPORISERIRM. 116 g�q LL 4 w 005E I I I B CONE.LRM. 0 r. H O 111 Q _Et E 10 WOMENS Z ON I 110 I L I = a 5 RECEPTIONI I mM LOBBY U jLmi LOBBY I TEL./SERV. 114 115 M 003 0 011 g I BREAK R e I ,a. ELECTRICAL g men n g 006 0 1 FE 1 19 N e 0 TEL./SERV. �J LOB O J �/ e�� A 012 11 MENS STAIR a 0 1156 E 0120E GENERAL NOTES — 002 -- - -- - --- 6.7 2 t, 1. ALIGN GROUT JOINTS OF CERAMIC FLOOR TILE WITH — — 1 g GROUT JOINTS OF CERAMIC WALL TILE. —-—- UP C_ _ - - - - -— -—- - - - �,/ —- UP - - - - - - ,j - —-—- \.J 2. CONTINUE AND FLOORING LOORINLAR INTO ALL TOE SPACES. KNEE S. TEL./SERV. 010 I FINISH3. PROVIDE MATERIALS AS PER THE REFERENCE NOTES ON THIS SHEET ANDTH ROOM FINISH SCHEDULE, I 1 STAIR OFFICE it SHEET A8.01. THL. SERV. I z 102 STORAGE 123 009 1 I I I WORK22 OOM 3 (/$�J ---- - --- -- -—- -—- ----- V Ll I I I I 1 I I I OFFICE OPEN OFFICE OFFICE STORAGE I I I 224 Fl25 126 $ Q 013 I 3 3 3 z J y 10 -------- -------I-------I------- - -------- I I ILlz I 1 w � � O Q cn zU Z OinPROJECT PROJECT O CL NORTH NORTH Q Z 2 BASEMENT FINISH FLOOR PLAN W N E FIRST FINISH FLOOR PLAN W N E WALL LEGEND 'o Q o p SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-O" w O S S STEEL STUD AND GYPSUM cl� J J BOARD WALL. RE: WALL TYPES. f , O —j LL '}'}•>'r,:.�.:y:;�:; C.I.P. CONCRETE WALL L.I. ^ LQ O CL Z 2 V) LL PROJ.NO.: 01029 DATE: 08/02 DRAWNBY: L.W. CHECKED BY: S.J.S. FILE: 01029AS03 REVISION: SYMBOLS LEGEND SHEET NO.: E .^a ® FLOOR DRAIN. RE: 4 fD PLUMBING DRAWING. A .O a 0 8 A B C D A B C D '°°.o REFERENCE NOTES O 1. NEW TOPPING/LEVELING SLAB OVER EXISTING CONCRETE FLOOR TO BE SEALED. 00� 2. CONCRETE FLOOR W/CLEAR SEALER. - 3. CARPET ONE - CARP-1. 4. CARPET TWO - CARP-2. 5. CERAMIC FLOOR TILE - CFT. 6. VINYL COMPOSITION TILE ONE AND TWO. INSTALL VCT IN PATTERN INDICATED. FIELD COORDINATE. — — — :;x `J `:i. —__ — \J 7. DOUGLAS FIR WOOD FLOOR. 8. NEW SEALED CONCRETE FLOOR. CONF. ROOM OFFICE OFFICE 203 204 205 4 3 3 I DN �J DN STAIR STAIR r 201 Y RECEPTION OFFICE TENANT AREA Q 206 OFFICE 208 303 cq 3 F207 — 3co STORAGE WORK RO 0� 211 6 Q 1 OFFICE F— mLL STORF21O U AGEO 2s2 _ w STORAGE BREAK RM. STORAGE 228 MENS 214 F176 OFFICE STORAGE CONF. ROOM 6 215 305 306 _ 3 4 Q mM NN CONF. ROOM 5 OMENS RECEPTIO 5 U U. 218 304 307 m ii OFFICE 6 gSLOBBY REC2P�ION O 2t9 LOBBY WOK R&ppQ N 216 3 (�, 3081! BREAK R�0 7 GENERAL NOTES 7 g s f — — 6 ) 1. ALIGN GROUT JOINTS OF CERAMIC FLOOR TILE WITH JAN. MENS JAN. MENS I GROUT JOINTS OF CERAMIC WALL TILE. 221 222 309 O 310 2. CONTINUE FLOORING INTO ALL TOE SPACES, KNEE O I I I SPACES, AND SIMILAR CONDITIONS. s e OFFICE 2 6 OPEN OFFICE 3. PROVIDE FINISH MATERIALS AS PER THE REFERENCE OFFICE 3 224 STAIR _ 311 NOTES ON THIS SHEET AND THE ROOM FINISH SCHEDULE, 223 3 302 f 3 SHEET A8.01. STAIR —J 202 DN Z — DN — — 2 � OPEN OFFICE I OFFICE I 312 226 3 TENANT AREA OFFICE OFFICE OFFICE OFFICE 2 5 227 I 314 1 315 316 1 3 3 Lu 3 3 Z Lr CL r PROJECT PROJECT ILL.NORTH N N 00 Vn SECOND FINISH FLOOR PLAN THIRD FINISH FLOOR PLAN Z U Q W E W E SCALE: 1/8" = 1'—O" SCALE: 1/8" = 1'—O" O 5 S S QUO a. WALL LEGEND Oz O QZ UO -j LL O C- Z cn ~ � Z = v) LL PROF.NO.: 01029 DATE: 08/02 DRAWN BY: L.W. CHECKED BY: S.IS. STEEL STUD AND GYPSUM FILE: OI029A804 BOARD WALL. RE: WALL TYPES. REVISION: C.I.P. CONCRETE WALL SYMBOLS LEGEND SHEET NO.: A ® FLOOR DRAIN. RE: 4 fD PLUMBING DRAWING. ■ o,p, b�.o 000 TRUE STRAIGHT LINE �� -AWN WHIN 2a HRS. S GENERAL STRUCTURAL NOTES o AFTER POUR SEE PLAN FOR M LOWEST BAR OF STEP LOCATION - -" —'—"—" FOUNDATION WALL 1 1-1 i I_IT— GENERAL - STEEL DECK: 1'-0" V_oll THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THESE CONFORM TO ASTM A611 GRADE C OR HIGHER. GALVANIZE DECK AT ALL CONDITIONS. INDIVIDUAL STEEL LENGTH wlr SAW CONCRETE WALL WALL STRUCTURAL DRAWINGS ARE INTENDED TO PRESENT SUFFICIENT DIMENSIONS TO INDICATE MAJOR PLAN SIZES AND TO SHALL BE CONTINUOUS FOR 3 OR MORE SPANS. SUBMIT SHOP DRAWINGS SHOWING LAYOUT FOR REVIEW BY THE r ABy-J1635 " 1 LOCATE PRIMARY STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF SECONDARY ARCHITECT. wp�`Ioz_ c� TRUE STRAIGHT LINE 1'-0" I 1.5 H ELEMENTS, WALLS, OR MISC. FRAMING MEMBERS WITH OTHER DISCIPLINES. THE ARCHITECT SHALL BE NOTIFIED OF —•—• —• -1 I—_ MIN. ANY DISCREPANCY TO THE ABOVE MENTIONED ITEMS. CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED MECHANICAL CONNECTIONS: —` 1'-0" WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. ALL BOLTS: ASTM A325 HIGH STRENGTH BOLTS H S B UNLESS NOTED AS ASTM A307 MACHINE BOLTS M B MATCH FTG. - MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. THE ( ) ( ) tx2 CONT. KEY OR REINF. -I I — DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE WHERE HIGH STRENGTH BOLTS ARE USED, THEY SHALL BE INSTALLED WITH LOAD INDICATOR DEVICES (LOAD POUR STOP -BURKE"KEYED KOLD "H"L INDICATOR WASHERS OR SNAP-OFF HEADS). WHERE AN OVERSIZED OR SHORT SLOTTED HOLE OCCURS IN AN JOINT OR EQUIVALENT. 1.5•H• — RESPONSIBILITY OF THE CONTRACTOR.. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL STRUCTURE NOTE: CONTRACTORS OPTION, s WALL FOOTING MEMBERS PRIOR TO THE COMPLETION OF ALL WALLS, ROOFS, AND FLOORS, INCLUDING FINISH MATERIALS, WHERE OUTER PLY OF ANY CONNECTION A HARDENED WASHER SHALL BE USED. SAW CUT OR POUR STOP. PER PLAN SUCH MATERIAL PROVIDES LATERAL STABILITY. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO ANCHOR BOLTS (A.B.): ASTM A307. PROVIDE DOUBLE NUT FOR LEVELING AT COLUMNS OR BEAM BASE STEPPED FOOTING AT PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. PLATES. AB JOINT 2 CONCRETE WALL (TYP.) EXPANSION BOLTS (E.B.): HILTI "KWIK BOLT II" OR APPROVED EQUIVALENT. EXPANSION BOLTS IN GROUTED Q &�tLE: MASONRY SHALL BE SLEEVE TYPE. 00Q 3/4" = 1'-0 o'ossM'o'" SCALE: 3/4" = V-0" 0102925101C SHOP DRAWINGS ADHESIVE ANCHORS: HILTI "HY-150" OR APPROVED EQUIVALENT. Lu OM SHOP DRAWINGS ARE TO BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR THREADED ANCHOR STUD (T.A.S.): ASTM A108-69T, FY = 50 KSI, END WELDED PER MANUFACTURERS Qo ARCHITECT REVIEW. ANY REQUEST FOR MODIFICATION TO THE DRAWINGS MUST BE SUBMITTED BY A SEPARATE RECOMMENDATIONS. �` WRITTEN REQUEST, AND NOT THROUGH THE SHOP DRAWINGS. CLARIFICATIONS MAY BE ADDRESSED IN THE SHOP w DEFORMED BAR ANCHORS (D.B.A.): ASTM A496, FY = 70 KSI, ATTACHED WITH NELSON STUD GUN OR v,,y DRAWINGS ONLY IF IT IS CLEARLY REPRESENTED, CLOUDED, AND NOTED AS BEING A REQUEST FOR CLARIFICATION ASTM A706, FY = 60 PSI END WELDED WITH 3/16" FILLET ALL-ROUND. I- m CONC. SLAB REQUIRING THE ARCHITECT'S APPROVAL. CHANGES TO THE DRAWINGS BY WAY OF THE SHOP DRAWINGS THAT ARE POWER DRIVEN PINS (PDP): IBCO #2388 ENP2-21—L15 BY HILTI FOR ATTACHMENT TO STRUCTURAL PER PLAN— 72" NOT CLEARLY NOTED AS STATED ABOVE, DO NOT CONSTITUTE AN AUTHORIZED CHANGE EVEN THOUGH THE DRAWINGS . (, L3x3x1/4"CONT. EMBED. #4 x 181 HAVE BEEN STAMPED WITH THE ARCHITECT'S REVIEW STAMP. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR STEEL; NC (.145 O.C.) BY HILTI FOR ATTACHMENT TO CONCRETE. 12 SAME SIZE AND SPACING AS # W/1/2"ax6" H.A.S. 0 O 12" O.C. VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. LJ HORIZ. BARS TYp 24"o c WELDS: SEE Pu" WELDING ELECTRODES OR WIRES: AWS A5.1 OR A5.5, E70XX; AWS A5.18, E70S-X; AWS A5.20, E7XT-X. O DESIGN LOADS ERECTION AND FABRICATION IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION,AND ERECTION O Ili- ROOF SNOW LOAD 25 PSF OF STRUCTURAL STEEL FOR BUILDINGS". WELDING SHALL CONFORM TO AWS "CODE FOR ARC AND GAS WELDING IN - Z #4 CONT. MIN. 2 VERLBUILDING CONSTRUCTION'. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. = H MIN. 2 VERT. 1 FLOOR LIVE LOAD 100 PSF 7: Q BARS TYP. N 8" GONG. WALL w CORRIDOR AND STAIR LIVE LOAD 100 PSF 0o'n # 4 0 12"O.C. EA WAY #a o tz•D.C. EA. war - LIGHTGAGE STRUCTURAL STEEL STUDS AND JOISTS: V S� TOP & eorroM WIND PRESSURE PER UBC 21.5 PSF, EXPOSURE C U� SEISMIC COEFFICIENT PER UBC .25W, ZONE 2B 18 & 20 GAGE MATERIAL: ASTM A570, GRADE 33 FOR PAINTED CARBON SHEET STEEL OR ASTM A446, "1 CONC. MAT SLAB SEE PLANS FOR SPECIAL MECHANICAL UNIT LOADING GRADE A FOR GALVANIZED STEEL (FY=33 KSI). ®CC mM PLAN VIEW _ q 12, 14, & 16 GAGE MATERIAL: ASTM A570, GRADE 50 FOR PAINTED CARBON SHEET STEEL OR ASTM A446; Q w NOTE: *INDICATES 1'-6" MINIMUM: =I I = GRADE D FOR GALVANIZED STEEL (FY=50 KSI). NvN 40 DIAMETERS FOR CONCRETE FOUNDATIONS 2- DESIGN LE TYR CONC. & WALL REINFORCING 1 D FOOTINGS 2'-6" ME INMUM BELOW BEARING OW FINISHED SHE D GRADE. 1 NO FOOTING SHALL BEAR HIGHER THAN A 1 VERTICAL TO 1. ® 12 O PSF R UBC TATEXTERIOR CARBON SHEET STEEL MUST COATED WITH RUST INHIBITIVE PAINT. GALVANIZED COATINGS SHALL MEET "D.C. ASTM A525. ALL STRUCTURAL PROPERTIES PERTIES COMPUTED ED IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN & CORNER /� ELEVATOR PIT AT DOORWAY HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY OF COLD FORMED STEEL STRUCTURAL MEMBERS". DESIGNATIONS ON THE DRAWINGS ARE STEEL STUD (��ATINTERSECTION ( A 1 SHORING TO PREVENT MOVEMENT OF RETAINING WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE. MANUFACTURER'S ASSOCIATION (S.S.M.A). APPROVED EQUIVALENT PRODUCTS MAY BE PERMITTED UPON REVIEW OF SCALE: 3/4" = 1'-0" 010292S1019 f SCALE: 3/4" = 1'-O" o oxoxsioio AS A MINIMUM THERE SHALL BE 95% COMPACTION (ASTM D1557 MODIFIED PROCTOR DENSITY) OF ALL BACKFILL SOIL THE ARCHITECT. INSTALL MEMBERS IN ACCORDANCE WITH INDUSTRY STANDARDS. UNLESS OTHERWISE NOTED ON UNDER SLABS ON GRADE, UNLESS NOTES OTHERWISE. THESE DRAWINGS, STUD WALL TRACK TO BE OF THE SAME MATERIALS AND GAGE AS STUDS. PROVIDE HORIZONTAL BRIDGING AT 5'-0" O.C. MAXIMUM AT NONBEARING WALLS AND 3'-4" O.C. MAXIMUM AT BEARING WALLS. BEARING '^ WALLS TO BE ERECTED WITH STUD ENDS SEATED AGAINST TRACK WEB ATOP AND BOTTOM. ALL WELDING TO BE J 16" CAST—IN—PLACE CONCRETE PERFORMED BY AWS CERTIFIED WELDERS EXPERIENCED IN THIS TYPE OF CONSTRUCTION. #4x16"F_ ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: GRID 012 O.C. 3000 PSI - FOOTINGS AND INTERIOR SLABS ON GRADE. WOOD 0 OD 3500 PSI - SLABS OVER STEEL DECK. Q "600 S 137-33 STL. STUDS 4000 PSI - EXPOSED CONCRETE SLABS AND STEM WALLS. GENERAL: ® 16"D.C. ALL WOOD BEARING DIRECTLY IN CONTACT WITH CONCRETE AND LESS THAN 4'-0" ABOVE GRADE, SHALL BE MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS; 4" FOR WALLS, COLUMNS, AND BEAMS. CONSTRUCTION TO BE PRESSURE TREATED DOUGLAS FIR. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, DUCTS, ETC., UNLESS Q Q 1 1 r� POWER DRIVEN PINS 0 18" O.C. IN ACCORDANCE WITH ACI 318-89 (R-92), "PART 2 - STANDARDS FOR TESTS AND MATERIALS" AND "PART 3 - SPECIFICALLY NOTED OR DETAILED. FOR NAILING NOT SHOWN ON DRAWINGS, USE UBC NAILING SCHEDULE, TABLE J Z _ 14• CONC WALL CONSTRUCTION REQUIREMENTS". N0. 23-11-B-1. W//#5012"O.C. VERTS I I CONC. SLAB EA FACE& #4012• ON GRADE Q.C. HORIZ. EA. FACE SAWN LUMBER: m (®SIN 10"corlc.wALL) SEE PLAN a JOISTS, RAFTERS, HEADERS, PURLINS, BLOCKING AND NON-LOAD BEARING STUDS; NO. 2 & BETTER DOUGLAS DOWELS TO MATCH & LAP I REINFORCING STEEL FIR-LARCH, WWPA GRADING RULES. LOAD BEARING WALL STUDS AND BUILT UP BEAMS; NO. 1 & BETTER DOUGLAS �. MASONRY WALL REINFORCING I I I II T- CONCRETE COVER: UNLESS OTHERWISE NOTED ON THESE DRAWINGS, PROVIDE CLEAR EMBODIMENT AT FIR-LARCH. Z O CONC. SLAB SEE PLAN SEE PLAN REINFORCING BARS AS FOLLOWS:12"CONC. STEM WALL W/ SEE PLAN GLU—LAMINATED MEMBERS: Q Z Ir SEE PLAN FOR �J,J FTG. SIZE & #5 VERT. 0 12" O.C. EA. FACE SIMPLE SPAN BEAMS: 24F-V4 DOUGLAS FIR-LARCH. 2 J CONCRETE CAST AGAINST SOIL = 3". CONTINUOUS OR CANTILEVER BEAMS: 24F-V8 DOUGLAS FIR-LARCH. _— a REINF. #4 HORIZ. O 12"0.C. SEE PLAN FOR FORMED CONCRETE AGAINST SOIL = 2". L Q FTG. SIZE & REINF. WALLS, COLUMNS, AND BEAMS EXPOSED TO WEATHER = 2-AT LL - - 4El I M5 _ WALLS, COLUMNS, AND BEAMS NOT EXPOSED TO WEATHER - 1 1ft GLU-LAMINATED MEMBERS SHALL CONFORM TO THE LATEST EDITION AITC 117, "DESIGN STANDARD SPECIFICATIONS O O —I I SLABS ON GRADE = 2".S FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES." SHOP DRAWINGS OF GLU-LAMINATED 7 L = =1 I 1-11 =1 I III�II II MEMBERS TO BE SUBMITTED FOR REVIEW BY THE ARCHITECT PRIOR TO FABRICATION. Z U F- U DEFORMED BARS: ASTM A615, GRADE 40 FOR #3; GRADE 60 FOR #4 AND LARGER. O U 5 CONC WALL AT FOOTING 6 EXTERIOR WALL FOOTING DEFORMED BARS LAP SPLICES: FRAMING ANCHORS AND CONNECTORS: Qzm CC 0 0 SCALE: 3/4" = 1'-0" mozszs+ore S /4" = V-0" Giozs2sImF "SIMPSON STRONG TIE" OR APPROVED EQUIVALENT AS INDICATED ON DRAWINGS. INSTALL AND CONNECT WITH o CONCRETE: 40-BAR DIA., TYPICAL UNLESS NOTED OTHERWISE. Q Q Q NAIL OR BOLTS SIZES PER MANUFACTURER'S REQUIREMENTS. �-rL OF COL&WALL z Z — U) 4 11 / o SECURELY TIE ALL REINFORCING IN PLACE WITH DOUBLE ANNEALED 16-GUAGE IRON WIRE OR APPROVED CLIPS. W INSIDE FACE OF CONC WALL w ENGINEERED WOOD PRODUCTS: J J SUBMIT SHOP DRAWINGS OF REINFORCING STEEL FOR REVIEW BY THE ARCHITECT PRIOR TO FABRICATION. ® PRE-ENGINEERED WOOD I-JOISTS TO HAVE I.C.B.O. ACCEPTANCE, AND BE OF THE SAME DEPTHS AND SPACING U O Q TS COL SEE PLAN a AS NOTED ON THE FRAMING PLANS. MANUFACTURER'S PUBLISHED LOAD TABLES TO CONFIRM DESIGN LOAD p[ LL W 3/4" BASE E STL SEE A& B -rn ^ 1/2" CARRYING CAPABILITIES. INSTALL THE PRODUCT PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP DRAWINGS O 0- W/(4) Z (203/4"O DI EMBED A.B. t14 OF WALLOF LAYOUT AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ARCHITECT PRIOR TO FABRICATION. W END CONDITION) D 1 1/2" 4 1/2" NON-SHRINK GROUT I STRUCTURAL STEEL O SIDE "W/SHORT LEG 1 1/2 1 1/2" _ �L. SEE ARCH LMEMBERS:(4) ADDITIONAL#5 INTERGRAL W/WALL SPECIAL STRUCTURAL INSPECTIONSW/#3 ©3 0 TOP 5"THEN 0 8"o.C. ° , WIDE FLANGE SHAPES: ASTM A992. FY = 50 KSI MINIMUM.aCHANNELS, ANGLES, PLATES, AND BARS: ASTM A36, FY = 36 KSI MINIMUM. THE OWNER SHALL EMPLOY A SPECIAL INSPECTION SERVICE TO PERFORM INSPECTIONS IN ACCORDANCE WITH( CORNER SIDES PIPE: ASTM A53 OR A501, FY = 35 KSI MINIMUM. CHAPTER 17 OF THE 1997 UNIFORM BUILDING CODE. INSPECTION REPORTS FOR THE FOLLOWING SHALL BE PROJ.NO.: 01029 (4) ADDITIONAL#5 INTERGRAL w/wALL TUBING: ASTM A500, GRADE B, FY = 46 KSI MINIMUM. DATE: osroz CONC WALL SEE W/#3©23 0 TOP 5"THEN 0 8"o.c. FURNISHED TO THE STRUCTURAL ENGINEER OF RECORD IN A TIMELY MANNER. DETAIL 8 OR 3/S3.01 2 2 2 DRAWN BY: LW. SIDES SIDES 1 4 SIDES ALL COLUMNS AND BEAMS TO BE FROM UNSPLICED LENGTHS UNLESS NOTED OTHERWISE ON THE DRAWINGS. CHECKED BY: s.J.S. 3 16 , SPECIAL INSPECTION IS NOT REQUIRED FOR 3-12 G E SUBMIT SHOP DRAWINGS SHOWING SIZES, DIMENSIONS, AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE FILE: 01029S101 ARCHITECT PRIOR TO FABRICATION. FOOTINGS AND SLABS ON GRADE (F'C = 2500 PSI FOR DESIGN). BOLTS INSTALLED IN CONCRETE. PLAN VIEW o SIDE OR END LAN VIEW o COMER REINFORCING STEEL. 7 COLUMN BASE PLATE STRUCTURAL WELDING. SCALE: 3/4" = V-O" 0102"IOIG HIGH-STRENGTH BOLTING. EPDXY ANCHORS. SHEET NO.: slot N 0 a N A PLAN NOTES � UC ° NEW EXISTING NEW EXISTING NEW EXISTING _ NEW EXISTING T.O.W. CONSTRH CONSTRUCTION - CONDUCTION CONSTRUCTION. CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION (96'-4") y 1. FOR GENERAL STRUCTURAL NOTES SEE SHEET 57.01. 2• X.X. icy DENOTE: 000 ANGLE C12x20.7 (105'-7") 9 - At 98_p T.O.F. = TOP OF FOOTING LEDGER W12x19 (105'-7") �+p1 - C12x20.7 (105*-7") I 9 -- 9 - T.O.W. =TOP OF WALL ss.o1 _ L O1 14 T.O.S. = TOP OF STEEL ©Ct128 0.7") 53.0t 3 S S DENOTE STEP FOOTING_.. 53.0, - I 1 PER DEfFJL_ _ TS6x6x1/4" FOR STAIR FRAMING, �J 4. T&G FLOOR AND ROOF WOOD DECK: W/L3x2x3/16" I o W1zx16. _ 4 I SEE DETAILS 6, 7 & 9/S3. 22. W12x19 I I 1 7/16"X5" DOUG FIR/LARCH 3 r 5 FF=105'-4" (115'-9") FOR STAIR FRAMING, T&G. RANDOM LENGTH 53.01 '' C12x20.7 SEE DETAILS 6, 7, & 9/53.02. ANGLE LAMINATED WOOD DECK BY 53.01 I -N STRINGERS 4 LEDGER FILLER KING W/(2) 16d IX. _ I W6x15 FF=115'-6 �R-11835 1 FF=95'-1 IFFFOR STAIR FRAMING, C12x20.7 SUPPORT COUNTER W/WOOD SEE DETAILS 5, 6, &7/S3.02 3 I 103-1 I W6x15 STRINGERS I 2 - n PLUGS. Nj'r8'0 o�yP TS6x6x1/4" I I X-BRAAAQE STRAFING I r I 115'-3" I 1 1 I 5 � 2DEEE 203TEEL DECK LOK * W/ L3x2x3/16` SEE z 53.02 ANGLE LEGER ( W10 15 s3.ot I X-BRAE STRAPING 53.01 I INTERLOCKING SEAMS W/5 1/2- T.O.W. I C12x20.7 SEE 2/S3.02 I - I TOTAL DEPTH NORMAL WEIGHT 8 I CONT. STRINGERS c I I �^ 6 CONCRETE W/"FlBERMESH MD" NM I C12x20.7 o f `O SIM. CONSTRUCTION SHORING AT 53.01 100'-4" n*- 53.Ot 1 1/2LBS/CU.YD. PROVIDE I C12x20.7 7A I No I I CONT. STRINGERS N� I w MID-SPAN AT ALL SINGLE SPAN L _ STRINGERS CONDITION.I= .423in MIN, 7At I 3z I �" I +S = .361irr3 MIN, -S = I EXISTING COLUMN TS6x6x5/16" I UP I I PUDDLEMWELDP0 FLDUTE AT FTG. FIELD VERIFY W/ L3x2x3/16" 14 11 PERPENDICULAR 5 UP I I $ ) W10x15 DN 2 53.01 UP s3.o1 s3.01 i 53.0, 122"O.C.AT PARALLEL SUPPORTS AND Og ANGLE - W12x16 - SUPPORTS, USE SIDE 2 2 BUTTON PUNCH O SIDE LAPS W/( 16*0 4)#5 CO" LEDGER EXISTING CONCRETE W7 x15 ANGLE ON 0 12"O.C. 001'y W/(4)#5 CONT. I FF=91'-8" 3 1 COLUMN LEDGER 1 3 v EXISTING CONCRETE FF=100'-0 EXISTING CONCRETE EXISTING CONCRETE 6• 2 3" DEEP 20GA. TYPE 'N' rn 1 COLUMN Q COLUMN GALVANIZED STE0.DECK W/ COLUMN 53.0, Jj tO s3.o1 �,.. 4: CONCRETE I 53.0, Lu n Ff=110'-8"O 2ND I I INTERLOCKING SEAMS.I=.823in4 =O SLAB ON GRADE J FF=120'-4"O 3RD 3 �N W/"FlBERMESH 3 6 9 MIN, -{P N. .PRO MIN, -S = MD" 1 1/2"LBS I -- - I 562irr'MIN. PROVIDE 1/2"0 w EXISTING CONCRETE W/ 6x1/4" W12x16 s3.Ot W12x16 s3.0t PUDDLE WELD O FLUTE AT PERPENDICULAR SUPPORTS AND PER CUBIC YARD W/L3x2x3/16" 1 L6 - WALL I I - 14 __ 12" O.C. , PARALLEL 12: 0 7g I I I SUPPORTS, USE 3/16"0 �p EXISTING WALL S30t I 1 T,p,W, s3.o1 C12x20.7 BUTTON PUNCH O SIDE LAPS FTG. FIELD VERIFY 4 8A 3 g I I 53.07 53.02 53.01 100'-4" 1 (128'-11-) 7. 0 12"O.C. FTG:2'-0"x12' TYP. 0 53.02 53.01 GALVANIZED STEEL DECK W/ n v 1-1/2" DEEP 20GA TYPE 'B' W/(3)#5 CROSS WALLS INTERLOCKING SEAIt7S. I =.2161n4 W P48i1r'MIN. 2PROVIDEL1/2"0 = FFG: 1'-6'x12" PUDDLE WELD O FLUTE AT 0 W/(2)JJ4 CONT. PERPENDICULAR SUPPORTS AND N N N N SUPPORTS,TUSE PARALLEL/16"0 BUTTON PUNCH O SIDE LAPS Z 1 FOUNDATION PLAN W E L 1ST FLOOR FRAMING PLAN W E 3 2ND&3RD FLOOR FRAMING PLAN W E 4 ROOF FRAMING PLAN W E 0 12" D.G. _ Q SCALE: 1/4" = 1'-0' BASEMENT LEVEL SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1 4' = 1'-0" 0° S S S / ' S 8. n o_ 2" DEEP 20GA. "W2 FORMLOK" v,N GALVANIZED STEEL DECK W/ U �^ INTERLOCKING SEAMS W/4" (� NEW p` EXISTING NEW p' EXISTING NEW A EXISTING TOTAL DEPTH NORMAL WEIGHT- - - A' orn NEW A EXISTING CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION CONCRETE W/"FlBERMESH MD" L.G. O]M 1 1/2LBS/CU.YD.PROVIDE �.-. T.O.W. CONSTRUCTION CONSTRUCTION CONSTRUCTION SHORING AT o0� (96'-4'� - _ MID-SPAN AT ALL SINGLE SPA N _ Q NN 6 F CONDTION.2=-.423in MIN, 51 t C12x20.7 (105'-8") I W8x15 0105'-1", W8x15 15 5 +S = .361irt3 MIN, -S - 7g W/(3)-0 12" TYPO 370in3MIN. PROVIDE 1/2"0 57.Ot W/(3) 5 CROSS WALLS 9 C12x20.7 (110'-8`) 2ND & 3RD s3.ot C12x20.7 �•01 PUDDLE WELD 0 FLUTE AT �� (�4 ) ,I 53.01 & (120'-4") (128'-11") TS6x6x1/4 PERPENDICULAR SUPPORTS AND TS6x6x1/4` ' - U - - O S Ot � W12x18 STUB POST SUPPORTS,TUSER%1Efi 0 W/L3x2x3 16" r -- � 4 ) _ _ BUTTON PUNCH 0 SIDE LAPS 4" CONCRETE SLAB ON GRADE t2 - U -- � 0 12"O.C. 6 W/"FlBERMESH MD" 1 1/2" LEIS x 9. W14x22 DENOTES BEAM SIZE. 5,.1 I PER CUBIC YARD 3 5301 ANGLE LEDGER (113'-4 1/2") DENOTES TOP OF STEEL T.O.W. (96'-4-) FF=95'-0" L -EXISTING WALL ELEVATION. 1 FF=105'-8 6 $ ( $ - TS6x6x3/1fi"(N.S.) 53.01 I TOP OF STEEL 15'-5 1/2" _ EXISTING CON ETE 2ND TO 3RD & BELOW 1ST, 2ND OR 3RD WALL FINISH FLOOR UNLESS NOTED (( - 3RD TO RF CHANNEL 9 °i 3 AS SUCH UP 035ECONdNS• 1 W/ L3x2x3/16" 53.01 w WSx10 N W/L3x2x3/16" I 53.ot 13 1 1 3 3 53.01 0 ELEVATOR I W8x15 53.01 I STEM WALL 4 L - EXISTING COLUMN T.O.W. ELEVATOR n SHAFT ABOVE I st., FTC. FIELD VERIFY (100'-4'7 SHAFT 2ND & 3RD v EXISTING CONCRETE 15 COLUMN N S3.01 EXISTING CONCRETE _ _ _ _ 21 0 1 1 EXISTING CONCRETE FF=87'-2" COLUMN S3.01 9 a S3.02 S3.07 COLUMN 2C 1 1 _ W6X15 S3.01 x 53.02 S3.0 1 N 53.01 Q r O 6 3/4"x12`GLB - 8 3/4"x12"GLB - co 4 53.01 I WOOD LEDGER �� ( J. Z 51.t I 0, I 6 3 4x9" 2C I T&G ROOF DECK I TS6x6x1/4" ST s3.o, 6 3/4"x12"GLB SEE PLAN NOTES I 6 3 4 x12`GLB STUB POST L J CES T&GSEE ROOF DECK / " r f LL HEIGHT SEE PLAN NOTES ® ® W 'n 2A 26 2A T&G ROOF DECK s3.ot sD.Ot s3.o1 SEE PLAN NOTES 53.01 r ® FLR. O SILL/ 10 `iy p 7 JWL HEAD 6 3/4"x12"GLB S3ot 6 3/4"x12"GLB 53.01 Z 4" CONCRETE I I �� 53.07 SLAB ON GRADE I I 8A I m O SIM WOOD LEDGER 6-3/4"x24"GLB Z W/"FIBERMESH I ZA2 I 1 6 TYPICAL(4) BAYS - PER CUBIC LEIS I. J L T&G FLOOR DECK 53.01 (4 PLACES) I T PER CUBIC YARD F SEE PLAN NOTE 6 3/4"x12"GLB I 6 3/4"x12"GLB I •iL• I *6-3/4"x12"GLB 0 2ND FLR. f'- I 9 *6-3/4"x18"GLB 0 3RD FLR. *6-3/4"x24"GLB 0 2ND FLR. FF=110'-8` O 2ND F.V 16 O O /'yr 8 53.01 120'-4" 0 3RD F.V. cc �� WINDOW SILL. s3.ot LL 5 - I 53.0, W6X75 - --� 6 1 *6-3/4"x12"GLB O 3RD FLR. 6 3/4"x12"GLB - 6 3/4"x72"GLB - - I \J WINDOW HEAD. TYP. I 22 *TYPICAL (4) BAYS I 6 6 Z s3.o1 FTG:3*-O'x12" I SEE 2 ING I ANGLE LEDGER 1 a( 19 I 18 O . W/(4)#5 CONT. L J I 3 I s3.02 N I 53.01 ANGLE LEDGER 1 I 53.01 r 0 31 �- I ANGLE LEDGER r ( � L 53.0, FF=100'-0" I s3.az ) _ FTG: 1'-6'x12" X-BRACE STRAPING I I I Q / 2 I- FF-91'-2" ( 6 SEE 2/S3.02 I 1 ff�. W/(2)#4 CONT. 1I T 11D6`(N.S.) I 53.01 11 I i SLOPE a V/ W L 2x3/16" 511 I X-BRAQE STRAFING I O Q I 6 SEE 2 53.02 2 Q 0") I TS6x6x3/16"(N.S.) I I 53.0, °f I I W I 7A 1 Lu 2ND & 3RD & a 6 J r 3RD TO RF CHANNEL 53.01 STEM WALL I I 57.01 \t J 'R ABOVE I I I 88 I 1 1 Sim V ,^ u s3.oz x 5/16" CL S Ot 3.0 I 53.01 I 9 O W12x16 Z UP P - I - _ I - - � $ I / UP � - � i W12x16 2ND & 3RD DN W72x16 - ] 1 4 UP - O I - -� 2 N STRINGING I CM .7 I C12x2o.7 53.01 �I S30, I I F _ J ER X-BRACCf�E STRAPING STRINGERS X-BRACE STRAPING n l C12x20.7 SEE 2/53.02 SEE 2/S3.02 .) `d STRINGERS N I C12x20.7 o l 3 9 I CONT. STIMINSON v1 PRO).NO.: 01029 s3.o1 I C12x20.7 I DATE: om o� N I CONT. STIMINSON I DRAWN BY: L.W. 8 W10 1s I P I 2 5 a IF OR T I S3.01 I I 0 STAR FRAMING, CHECKED BY: S.Js. TS 6x6x1/4" 53.01 " 31 SEE DETAILS 6, 7, & 9/53.02. X-BRACE STRAFING I FILE: 010295201 W6x15 rn SEE ACE S2 JJ W/ L3x2x3/16` J L - toy'-1 I FOR STAIR FRAMING, " I SLOPE s3.o1 REVISION: 1 FOR STAIR FRAMING, w I W6x15 I I SIM S 01 FF=95'-7" SEE DETAI 5, 6, & 7/S3.02. 4 SEE DETAILS 6, 7, & 9/53.02. 115'-3 ®3 APPLICABLE T.O. . L, _ ANGLE LEDGER W12x19 FF=105' 9 (96'-4') I �105'-7- 53.01 FF-115'-6 9 9 �� 1 1 53.01 W12x19 115'-9" 53.01 53.01 W12x16 14 - � - - � TS 8x8x1/4" -� 53.01 C12x20.7 (105*-T7 1 15 SHEET N0.: W/ L3x2x3/16" - - - - I 53.01 C12x20.7 (105'-7") 53.01 C12x20.7 (128'-11") 7B 3 ns,.o, s3.01 L - J 13 o N N S301 N N S2.01 FOUNDATION PLAN W E 1ST FLOOR FRAMING PLAN W E 2ND & 3RD FLOOR FRAMING PLAN Q ROOF FRAMING PLAN N J SCALE: 1/4" = 1'-0" BASEMENT LEVEL V SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" W E S S S s 0.0 24" ELEVATOR PIT ELEVATOR PIT #4 x 24"�EXISTING CONCRETE 'SEB POLANN GRADEBASEMENT WALL& FTG 0 12 D.C. 8" CONIC WALL FINISHFLOOR- FINISH FLOOR J. g" --- BASEMENT T - BASEMENT . #4x6" EPDXIED — - SEE BAR@ 12" O.C. EXISTING plp,N SEE COL. FTG. SEE PLAN PLAN REMOVE EXISTING _ REMOVE EXISTING ( CONC OVER STL o FTG WHICH EXTENDS FTG WHICH EXTENDS 3 24" CONIC. OVER STL. DECK SEE PLAN BEYOND FACE OF BEYOND EDGE OF 3 16 1 F DECK SEE PLAN (ROOF DECK AR-1638 a I I I / CONIC. OVER STL. 12" CONK. OVER STL. 0 SIM) EXISTING WALL OR COL. NEW PIT WALL g,Jp #4 HORZ 012'O.C. DECK SEE PLAN 0 12"O,C, DECK SEE PLAN - 'J F VIBRATE CONCRETE - - VIBRATE CONIC TO 1a Op'-4" SEE PLAN 7F'Of\�P - TO FLOW UNDER EXISTING #4 HORZ 012" O.C. FLOW UNDER EXISTING FOOTINGS WHERE SOIL FOOTINGS WHERE SOIL 1S FLR 1ST FLR 1ST, 2ND & 3RDi, #5 VERTS 012" O.C. I- HAS RAVELED AWAY #5 VERTS 012" O.C. I HAS RAVELED AWAY ja�, ___#4012" O.C. EA. WAY #4012 O.C. EA. WAY -- �-------- ---- 'n•TOP & BOTTOM - TOP& BOTTOMI 14CONIC WALL W/#5 0 12 O.C. VERTS "' iO L3x3x1/4" CONT. o ( I EA. FACE& #4 @ 12 L30xl// CONT LEDGER .I •� I I- O.C. HORIZ. EA FACE L3x3x1/4" CONT LEDGER 12" CONIC WALL W/3/4(0" EMBED EPDXIED BOLT LEDGER W/3/4"0x4" W/#5 0 16"O.C. VER 0 32"O.C. (MIN 6"EA. END) EXIST CONIC EMBED BOLT @ _ (0 SIM 12" CONC.WALL) EA. FACE& #4 0 12 @SIM ADD SCREEN TUBING/EPDXIED BOLT BEAM 16"O.C.(32 0 SIM) 5/16"x4'X6"SQ. EMBED W/ O.C. HORIZ. EA. FACE (2)5/8"Ox4" H.A.S. @ 4 GA.. EXIST CONIC WALL (@ SIM EXIST BRICK WALL) Q p0 eng ELEVATOR PIT ® EXIST FTG ELEVATOR PIT & EXIST FTG SLAB ® WALL DETAIL SLAB ® WALL DETAIL SLAB ® WALL DETAIL SLAB ® WALL DETAIL a. !� �j M 1 SCALE: 3/4" = 1'-0" 0102925101A SCALE: 3/4" = 1'-0" 0,o292s3o,e SCALE: 3/4" = 1'-0" o,oz9zs3o,c SCALE: 3/4" = 1'-0" 0,oz9zs3o10 SCALE: 3/4" = 1'-0" o,o29zs3o,v SCALE: 3/4" = 1'-0" O,o292SW1R Q� Qo Lu GLB COLUMN — SEE PLAN - N _LL 3/8" BUILT-UP 'U' m It TOP OF BUCKET TO MATCH TOP OF PL BOTTOM OF R 1" U LOWER THEN BUCKET WALL CONT ABOVE (2) 3/4"x4" LAG BOLTS I..0 IF APPLICABLE GLB WALL BEAM POCKET OR SLOT IN EXISTING CONIC COL OR SEE PLANS "�� JJJXXeee��_COL CE I I WALL AS APPLICABLE BEAM (0 SIM EXISTING (2) 3/4"0 THRU-BOLTS /�--4 1/2" 1 I BACK WALL 4"x6" LEDGER BETWEEN _ _ LPL GLB. W/5/8"0x4" EMBED T&G DECK -I 1 1 EPDXIED BOLT 8" FROM EA. END SEE PLAN 3/16" BENT fE BUCKET Z GLB POST I I BEAM SEE PLAN 1 1/2" WITH (- 5/8"0 THRU- = < 1 II II BOLTS - SEE 10/S3.01 Q W/ABU 88 POST BASE I 3 16 3 - mcn W/(1)3/4"Ox6"EMBED EPDXIED BOLT 1 I / UPPER COL WHERE 1I II PLAN `/�n.I NN 16d 0 12"O.C. 1 1 CONIC. OVER STL. 1 1/2 APPLICABLE it II BEAM SEE PLAN GLB FLOOR BEAM PLAN VIEW V �,n 1 I DECK PER PLAN II I SEE PLAN A V M 1 aer __ II II o rn 1 a SEE PLAN ar= ° EXISTING CONIC BM 5" r of IIII. ` N _ R CONN SEE OR COL �GLM SEE PLAN GLB COLUMN - SEE PLAN NO 13/S3.01 STIFFENER IL'TO MATCH BEAMREQUIRED DEPTH R- -�(I 6" (2)3/4"0z6" EMBED 3/16 WEB THICKNESS, EA. SIDE TOP OF BUCKET TO MATCH o EPDXIED BOLTS EA. SIDE a 14"CONIC WALL I JOIST SEE PLAN 1/4 - OR PERPENDICULAR BEAM P"GLOWER F Il BOTTOM OF W/#5 @ 2"O.C. VERTS (3)3/4"0 H.S.B. �1 1/2" 1/4" 1 1/2" 1 1/2' CONNECTION SEE 13/53.01 ' EA. FACE & #4 0 12" IT HANGER f 3/4"xBM WIDTH BRG. BUCKET N--� O.C. HORIZ. EA. FACE BEAM SEE PLAN 3/8"x9" SQ. 3/8"x11 1/4"x 7 1/2" R TYP. W/ FULL DEPTH CONN. R (2) 3/4"0 THRU-BOLTS R W/(2)-3/4"0 H.S.B. (0 SIM 10"CONC.WALL) 4"x10"CONT LEDGER 14" OR 12" CONIC WALL --- 0 SM. GAGE 3/16" BENT R BUCKET W/3/4"0x6"EMBED A.B.@ 24"O.C. (2)3/4"0X6" EMBED 3/i6 BENT IC BUCKET TS COL. WITH (2) 5/8"0 T+1RU-BOLTS 'I SEE PLAN 5/8x8"x6" BRG R W/ EPDXIED BOLTS EA. SIDE W/(2) 5/8"0 THRU-BOLTS SEE PLAN 1/4 SEE 10/S3.01 0 SIM:-USE 6" EMBED (2) 3/4"0x4"H.A.S. 0 SIM ADD B PLAN AEW EPDXIED BOLTS IN EXIST. WALL SCREEN TUBE W/ 3 16 DISREGARD COL. EPDXIED BOLTS / GLB COLUMN - SEE PLAN TS COLUMN ® BEAM/W -- ; JOIST TO WALL DETAIL o BEAM TO WALL DETAIL �1 BEAM TO WALL DETAILS GLB CONC DETAIL PERPENDICULAR FRAMING STEEL BEAM CONNECTION SEE i/53.02 ...... SEEA& B SCALE: 3/4" = 1 —0° 010292530,E � SCALE: 3/4° = 1'-0° oloz9zs3o1c SCALE: 3/4" = 1'-0' 010292S30,9 SCALE: 3/4" = 1'-0" 010z92 01Q SCALE: 3/4" = 1'—O" 010292S301x Z 4- PLAN VIEW GLB / COL JCONNECTION J (L Q FOR SIZE AND 'L SCALE: 3/4" = 1'-0° omz92s3o,x FOR SIZE AND NUMBER SEE TYP. NUMBER SEE TYP. SCHEDULE 1 2' ■ STANDARD BOLTED CONN. SCHEDULE SCHEDULE CLR. IYP. BEAN NO.OF A325X BOLTS REQ'D PLATE WELD CONN.CAPACITY TS COL. SEE PLAN H.S.B. BEAM PER PLAN Z SIZE 3/4"0 i"0 THICKNESS SIZE SLOTTED CONN. R.ES SEE SCHED'L. 13/S3.01 KNIFE R CONN. SEE 13/S3.01 W6 OR C6 5/16 3/8 6.5k FOR THICKNESS I N 1/4 HORIZ. CONN. If _ SEE SCHEDULE 1/4 CE LINE OF BM & COL BEYOND QQ SEE PLAN 2x6 STD WALL W A W8 OR C8 2 5/16 1/4 11.73k FOR THICKNESS, T I.V WIO OR CIO 2 5/16 1/4 11.73k SEE SCHEDULE �� O- SHORT SLOTTED p, SEE PLAN (,`-1/2" CLR. @ 2-WAY .1. HOLES �- (2) ROWS 16d @ 8" L CORNER CONDITION STIFFENER R TO MATCH BEAM r W12,C12 3 5/16 1/4 23.53k -� co W14 3 5/16 1/4 23.53k WEB THICKNESS, EA, SIDE 3/16 T&G FLOOR DECK LL J BEAM SEE (I a BEAM CUT TUBE, SLIDE KNIFE R OR PERPENDICULAR BEAM SEE PLAN _ W16 4 5/16 1/4 37.64k SCHED. "' PER PLAN ASSEMBLY IN AND REPLACE CONNECTION PER 13/S3.01 2ND & 3RD O O TUBE SECTION W/ FULL SEE SCHED. PENETRATION WELD TOP 3/4"xBM WIDTH BRG. 1/2 AND BOTTOM W FULL DEPTH CONN, R O FULL DEPTH WHEN CONN. R I ' NITS �OL. SIZE SEE SCHED'L. IC W/(2)-3/4"0 H.S.B. �P' EDGE DEAM W H.S.B. 0 SM. GAGE SEE PLAN REPLACES REQ'D. STIFFENER R PER SCHED'L. 13/S3.01 MAY CORNER OR 3-WAY IEE' i- 0 Q 13/53.01 2" L2° A SCALE: 1 1/2"=1'-0" TS COL, 1/4 2x6 STD WALL Q T J TYP. / �L BEAM—ONE SIDE ONLY BEAM—ON BOTH SIDES Q TS COLUMN ® BEAM/W O Q p Q STANDARD BOLT CONN. SCHEDULE NOTE: USE HARDENED WASHERS PER G.S.N. �1 STEEL BEAM TO TS COLUMN (W/CROSS BM.) i� PERPENDICULAR FRAMING FLOOR ® BM w Z SCALE: 3/4" = 1'-0" woz9zs3mw �� SCALE: 3/4" = 1'-0" 01°292S101V �J SCALE: 3/4° = 1'-0" mo29zsw1N �V SCALE: 3/4" = 1'-0" m0292s3mv O J J O Z SEE N PLAN = V) �A SEE EA I V� PLAN 20 GA 2 STUD 60OS137-33 SEE STL STUDS 60OS137-334EEL PLAN SEE 0 16" O.C. SEE PROJ.NO.: 01029 CONIC. OVER STL. STEEL ROOF STL STUDS @ PLAN DECK SEE PLAN i6"O.C. DECK SEE PLAN PLAN DATE: OB/02 DRAWN BY: DL L3x3x1/4" TOP OTEEL 3/16"x 5 1/2" x 3" 2ND OR 3RD CONT LEDGER ROOFATCH CONT. BENT FQ CHECKED BY: S.J.S. CONIC OVER CLOSURE -------- N CONIC OVER FILE: 010295301 I STEEL DECK STEEL DECK I T&G ROOF DECK STEEL T&G ROOF DECK - SEE PLAN T&G FLOOR DECK T&G ROOF DECK SEE PLAN T&G ROOF DECK REVISION: #12 SCREW SEE PLAN SEE.PSEE PLAN ��--- --- SEE PLAN SEE PLAN SEE PLAN@ 6"O.C. 3/16 3-12 BEAM SEE PLAN60OS137-33 L4x3xi 4" LEDGER L3z3z STL STUDS LOF WALL, BEAM - W/5/8/0x3" LAG LEDGE4" L3x3x1/4"CONT. 0 16" O.C. & COL. BEYOND BEAM SEE PLAN 4x6 NAILER BOLT 0 24"O.C. 4x6 NAILER LAG B .C. LEDGER W/5/8"0x4° W/5/8"0 T.A.S. 0 24" O.C. W/5/8"0 T.A.S. 0 24" O.C. M LAG BOLT 0 16"O.C. COUNTER SUNK 1" MAX. BEAM SEE PLAN COUNTER SUNK 1" MAX. SHEET NO.: GLB SEE PLAN GLB SEE PLAN GLB SEE PLAN mm D177( OFFSET ROOF DECK DETAIL 18 ROOF DECK DETAIL FLOOR DECK DETAIL EDGE OF SLAB DETAIL EDGE OF ROOF DETAIL 22 FLOOR DECK DETAIL S3.01 SCALE: 3/4" = 1'-0" o,ox92s3o,N SCALE: 3/4" = 1'-0" 010292SrO1K SCALE: 3/4" 1' " 010R9�301L SCALE: 3/4" = 1'-0" 010292ST01P SCALE: 3/4" = 1'-0' o,oz9zs3o,r SCALE: 3/4" = 1'-0" o,oz9zs3o,u A a s N OQQ "VARIES" •0 16go. STRAP, FOR ROOF OR FLOOR BEAM SEE PLAN ROOF WIDTH SEE 2/S3.02 000 - FLR 3/4 SEE PLAN *L 6x4x3/8"x1'-0" W/ 3/4„ (2) ROWS OF (2) 5/80x3" LAG BOLTS 6" GL-COL - TS OR GL-COL ® 3rd TO ROOF. SEE PLAN SEE PLAN A L 6x4x3/8"x1'-0" W/ - TS COLUMN H.S.B. *16go. x 3 1/2" WIDE STRAP 6„ (2) ROWS OF (2) 3/40x4 1/2' LAG BOLTS SEE PLAN P SEE SCHED'L 13/S3.01 3rd TO ROOF. _ 0 2nd TO 3rd. N 16go. STRAP, FOR �(yilT L 6x4x3/8"x1'-O" W/ WIDTH, SEE 2/S3.02 IV 1/4 BEAM N 7 2nd9 TO 3 d. WIDE STRAP SEE GL-CPLAN < , ®3)1s�W0 2nd(2) 3/40x4 1/2" LAG BOLTS ¶�'*}�j A SEE S 4., i 1/2" 6 3/4" BASE IL OR ./ SEE PLAN *16ga. x 8" WIDE STRAP �DDOFFFp2g ® o 0 1st TO 2nd. SEE__PLAN_ �,_ � a CAP CL TYP. STEEL STUDS------'--' 0 0 t6ga. SEE._PLM1 iv NOTE: PLACE STRAPS ON FLOOR BEAM OR -- SHEAR TAB FOR 3/8" R WITH (6) 3/4"0 OUTSIDE FACE OF WALL TOP OF WALL 7 ::: SIZE SEE SCHED'L. f THRU BOLTS WITH 1' MAX A �I A\1\IIL'IL/ *3"® 3rd TO ROOF BAY 2/53.2 COUNTER SUNK HOLE. 3 TO 3rd BAY ¢ BEAM A 6"® 1st TO 2 d BAY PI PLATE 53.02 S3.o2 SEE PLAN i6 ga * SCALE: 3/4"=1'-0" NOTE: 2 Ellp LATE NOTE: 1. DETAIL IS TI TOP OR BOTTOM. 3"® 3rd TO ROOF BAY SEE ELEVATION 2/Of? BTY . 1 FLOOR J 5" ® 2nd TO 3rd BAY 1. DETAIL IS ® TOP OR BOTTOM. SEE PLANS 6" ® 1st TO 2nd BAY SEE ELEVATION 2/53.02. ¢ mg Np� n� 1 co STEEL BEAM TO GL COLUMN 2 ELEV. OF X-BRACED BAY SEE PLAN FOR LOCATIONS STRAP CONNECTION ® WOOD COL STRAP CONNECTION ® TS COL 0� q o� SCALE: 3/4" = 1'-0" °102B5J0'" SCALE: 3/8" = 1'-0' 0102OS3028 3 SCALE: 3/4" = 1'-0" 01028 X SCALE: 3/4" = 1'-0" °10 J0zD Qo QN WQ L� NLL CONC. OVER STL. DECK /4' 1'-0"LAP 11" r m SEE PLAN 12 GA. STEEL PAN 3 STAIRS W/ CONC. #3 NOSE BAR MIN. U 12 GA. STEEL PAN 1„ 2„ SEE FILL STAIRS W/CONC. PLAN — FILL SEE ARCH'L. — BACK FILL PIT W/ Lu 1" STRUCTURAL FILL TO SEE PLAN FLUTE III-ll� 95% COMPACTION AND 1/2 �\ ADD 4" CONIC. SLAB ON 12 GA. STEEL PAN �� {k a e c ILc GRADE W/ LEIS PER q e c o a STRINGER SEE PLAN MD" 1 1/2 LEIS PER Q STAIRS W/ CONC. / Z s• #4 ® 1'-6" CUBIC YARD FILL w g \ SEE O.C. EA. WAY 2 Z 3 16 i'/ i - m a 2 PLAN _ 1_0• N / / BOLTED CONN \\ \ CONIC. OVER STL. DECK Ti I_ m M i' SEE 13/53.01 1 SEE PLAN c Ln N L3x3x1/4"xO'-3" LONG �� ' �� i STRINGER =^ i LANDING SUPPORT SEE PLAN - _ _ z — 2 (�� CONIC. SLAB ON i i SEE PLAN 1 p q GRADE SEE PLAN i' 1 SECTION AT STEM WALL m M SE_E.PLAN _ = i' STRINGER 1 Coco 5 8"0 E.B. EXTENSION I wz A �O / a i -III—III EACH STRINGER w - vwia 2" CHAMFER — — 3 STRINGER SEE BOLTED CONN PLAN SEE 13/S3.01 SEE CP�SN B ON GRADE LANDING SUPPORT BEAM SEE PLAN 1 ,1. - -PI 8" CONC. STEM WALL W/ — #4 VERT. ® 16" O.C. CNTR. OF WALL �B 4 HORIZ. ® 16" O.C. CNTR. OF WALL 53.02 STAIR AT SLAB ON GRADE STAIR AT SLAB ON GRADE ��STAIR UP FROM LANDING _ 5 5 SCALE: 3/4" = 1'-0" onzsst3o2e V SCALE: 3/4" = 1'-0" 01020S13MF SCALE: 3/4" = 1'-0" afozssl3ozc —I SEE PLAN FOR FTG. SIZE & REINF, QA S3.02 / rL 1 2 GA. STEEL PAN _ _ 61 V STAIRS W/CONIC. -�-.- I—I I J FILL -111 I I -111111 B SECTION AT SIDE WALL — —SEE 5 J PLEE AN \� �\ PLAN \ CONC. OVER STL. DECK 1 \ CONC. OVER SM. DECK -- __ CONC. STAIRS ON GRADE SEE PLAN �� e STRINGER SEE ARCH'L. SEE PLAN \ \ SEE PLAN � -- _______ SCALE: 3/4° = 1'-0" ofozsst3°2� — — � i '"� SEE PLAN � � "1 SEE PLAN d a 12 GA. STEEL PAN FIRST FLOOR - - -------- "' STAIRS W/ CONC. i L -- FILL �� i BASEMENT FLOOR w L5x3x1/4" (LLH) WELD TO �� i' L5x3x1/4" (LLH) WELD TO L LANDING W/3/16" FILLET LANDING W/3/16" FILLET ^ e c o a e c o A e c o f co C.J.P. LANDING SUPPORT i J.P. LANDING SUPPORT — — � O �.�_ BEAM W/ BOLTED CONN i BEAM W/ BOLTED CONN TO STRINGER SEE 13/S3.01 = TO STRINGER SEE 13/S3.01 0/a ( , A STRINGER UP — — v w STRINGER DOWN I ( I I I O W rn RMNGER SEE LT 2 2 Q H O NOTE: 53.02 CONNECT INNER STRINGER TO LANDING 9 BENT EDGE STRINGER SUPPORT BEAM SIM TO DET 6 OR 7/S3.02 — 3 _ — 3 n Q SCALE: 3/4" = 1'-0" o1°29=29 LIJ LLLi 3'-0" MAX. IN SHORTEST O DISTANCE O ^^ 53.02 O 5 5 5 L #4 x 18" DOW LS ® 1/4" BENT PLATE HANGER Q EMBEDO.C. ALL OUR SIDES 2 2 ^ co EMBED 6"AND SET IN EPDXY X fA5 REO'D s3.o2 V' r IN MID-DEPTH OF EXIST SLAB L PERIMETER CONTEDGE x 4" LONG W 1 5 8"0 x 4" a 3'-0" MAX PERIMETER LEDGER, / ( ) / I MITER ® CORNERS ® 3'-0" O.C. EMBED MIN. LEDGER HANGER OPPING SLAB 3/16 V & WELD 1'-O" FROM CENTER PRO].NO.: 01029 3" TOPPING SLAB 1'-O" MIN DATE 08/02 DRAWN BY: CTA ---�1 OA 1 0 CHECKED BY: S.].S. ___ S3.02 53.02 FILE: 010295302 NO — - REVISION: 1 1/2 CLR. FORMED & 1 1/2" CLR. FORMED & EXIST CONIC. SLAB SHORED LIMIT SHORED #4 ® 12" O.C. #5 ® 10" O.C. 9 EACH WAY EACH WAY W/ 90' HOOKS �SMALI.HOLE INFILLPLAN VIEW KZLARGE HOLE INFILL PLAN VIEW SHEET NO.: 12 SECOND FLOOR THIRD FLOOR ROOF PLAN 10 EXIST FLOOR SLAB HOLE INFILL DETAIL EXISTING FLOOR SLAB HOLE INFILL PLAN S3.02 SCALE: NONE o102924302 ( SCALE: X" = 1'-0" 010n2s302K ao N N KEYNOTES too0 O1 TYPICAL CITY OF TWIN FALLS HISTORIC POLE AND LUMINAIRE. VERIFY WITH THE CITY OF TWIN FALLS FOR o0G0 POLE HEIGHT, POLE TYPE, POLE BASE, LUMINAIRE TYPE, LAMP TYPE AND WATTAGE. - — _- SITE SYMBOLS - POLE AND LUMINAIRE c .. ..._.... ......... C � _ I.--........ a co coLL m w MAIN BUILDING — Z i cV U A t N� �. .. t Z J i m z z J _..._..=--.. - __. ____--C...._,._ �L.. =_.L_... ,_- ._.�_1..._. 1..:..-.-_. pip Z LU Q _ CL STH AVENUE SOUTH H ILL. z 00 Z J oU � P: Op LU > < � Q UO J U Q� � � O � Z w EXISTING BUILDING _ W PROJ. NO.: 01029 DATE: 6/10/02 DRAWN BY: Cu N CHECKED BY: JPF ELECTRICAL SITE PLAN W E REVISIONS:# S PRELIMINARY NOT FOR CONSTRWnON 001. FAIMEN SHEET NO.- THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 1 .0 ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, _Xarrenftineeri m og.co UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 FIRE ALARM SYMBOLS KEYNOTES Ono.FIRE ALARM CONTROL PANEL (DI" CONDUIT AND CONDUCTORS TO THE CONTROL PANEL.FACP 3/4" CONDUIT AND CONDUCTORS TO THE TELEPHONEc0 o REMOTE POWER SUPPLY TERMINAL BOARD. RPS O3 3/4" CONDUIT AND CONDUCTORS TO THE ELEVATOR Q) SMOKE DETECTOR CONTROLLER. OTO 20A/lP CIRCUIT BREAKER. PROVIDE A NON-LOCKABLE ® IN-DUCT SMOKE DETECTOR HANDLE BLOCK. Q HEAT DETECTOR O ROUTE THRU FIRE ALARM RELAY ADJACENT TO THE 120-VOLT PANELBOARD. Q7- DUCT SMOKE DETECTOR S-SUPPLY o MANUAL STATION AT 46" GENERAL NOTES HORN/STROBE CEILING MOUNTED A. PRIOR TO BEGINNING INSTALLATION, OBTAIN A SET OF APPROVED/STAMPED SUBMITTAL DOCUMENTS FROM THE HORN/STROBE AT 82" AUTHORITY HAVING JURISDICTION. I I B. MAINTAIN A SET OF RECORD DRAWINGS ON SITE THAT SHOW . s HORN AT 82" THE ACTUAL CONDUIT INSTALLATION. W C. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN CONDUIT m FA STROBE LIGHT AT 82" (3/4" MINIMUM) OR RED COLORED MC CABLE. ALL M 5 .,,,,g:; ...�,x. : s:.:;:::. a<:r. ;y'• ... :.,:x.s:.:a; :yr>~:. M� - - - � ___ ..._ .._ •._._ .. . ,...__.. )Yt^ .'� ./ }>; STROBE LIGHT ON CEILING MINIMUM. C CABLE FOR HOMERU S) AND SHALL BE 1 -_ _ •x r{ _ R(NO MO THE CONTROL PANE SHALL BE IN CON a = HOME L CONDUIT <pp+ ONLY N 0O 5/7 pI D. INITIATING CIRCUITS SHALL BE 18 GAUGE MINIMUM. U1 Y 5/7 t - ( 61 MAGNETIC DOOR HOLDER OUTLET NOTIFICATION CIRCUITS SHALL BE 12 GAUGE MINIMUM. (A ELL i, r 75 E. INITIATING CIRCUITS AND NOTIFICATION CIRCUITS SHALL FI RE/SMOKE DAMPER OUTLET BE INSTALLED IN SEPARATE RACEWAYS.F. ALL OUTLET, PULL AND JUNCTION BOXES SHALL BE r•i_ - (' - ~�� SR BELL AT 82" FURNISHED BY DIVISION 15 PAINTED RED AND LABELED FA V .... I. �1 all — .... ,T, 2 - - — ?. .„..- .. •''•-*•'^•- -_ -......__ TAMPER SWITCH FURNISHED BY DIVISION 15 i..;� I� FLOW SWITCH FURNISHED BY DIVISION 15......p _.II v sr 75 i - - st Is nz L REMOTE TEST STATION ON WALL AT +46" CODE ANALYSIS II � a .t. ... ._.. � II APPLICABLE-CODES...... 2 1997 UNIFORM BUILDING CODE - I) 1997 UNIFORM FIRE CODE m FUNDAMENTALS 199 S ACT N� DA EN 1998 ACCESSIBILITYHGUIDELINES IE O� :r; i Cr, , - I'.- :( I s ..... 1. SMOKE DETECTORSPROVIDED AT THE FIRE ALARM CONTROL 1998 ICCANSISA117.1ACCE55]BLE AND USABLE (((( f 7 (1�I� lI��I lil�l��ll�.111LL !.....'. P..... s'C §,.� J..11lll J�ll�� 2. PANELS.REMOTEPER POWERA 72 1UPPLLIES AND VOICE EVACUATION BUILDINGS AND FACILITIES - -. ICI'( l li1 INITIATION 98 � t — — ..:.�,.:,._...,,.., ,._ .�.".,.,.,, ._._ '. ;.,,..W-:_.,."R't.° -- — ,., / t "' `" '' �M '' ( 1. MANUAL PULL STATIONS PROVIDED PER UFC 1007.3.3.1. NOTIFICATION x`•"` -+ F{vV D :"""- _ 1 r�' �" „ 4A 1. AUDIBLE/VISIBLE NOTIFICATION APPLIANCES PROVIDED CONDUIT LEGEND `r - : 1,`,r/75v s.� �. PER ADA 4.28. ft t <I H II'I FIRE SYSTEMS fli .-,r... . . ..,� -- "• - rr-"- ""' -""^-••• --�' " -•• •'=•''^•" - fl FIRE ALARM BOX PROVIDED PER CONDUIT UP _ • ,-, -_,,.- - EXTINGUISHING l 1111�I1 v 1I��11J� -. 75 • NFPA 72 3-8 3 1 2 ' x 1 AT LEAST ONE MANUAL E A 2- FIRE SPRINKLER VALVES ARE ELECTRICALLY MONITORED- t I I Ii ... Y 'T75i tl li ••75 AND SIGNALS ARE AUTOMATICALLY TRANSMITTED TO A REMOTE SUPERVISING STATION, PER UBC 904.3.1. „ 1, i t � � � I - --' AN AUDIBLE SPRINKLER FLOW ALARM 1 PROVIDE ON THE > I ......... � ;,; � � EXTERIORLOFS THE NBUILDING, PERRUBCS904.3.2.D ,. IttI trlI� 1111 rrII 1ITI1I • I. FRCP ' �.. ...._ - I Illiillillll � 1 _ - 3 �.. NOTIF', ;..-:•".4.H'x- " *••. ""` ." =` .^'k.•^':4 ,-' _...._._ - - $ t ,RP ....._. - SPRINKLERIPLOWPALARMCTO ALERTDTHEAOCCUPANTS, PER .I _.. —C $ r ^• J 5 UBC 904.3.2. 1 1 / ,c Rv. e rat...`. : � •::. I:'/�. - MECHANICAL SYSTEMS Q SMOKE DETECTION (installed oneFIRE/SMOKE DAMPERS SHALL EpCLOSED of ACTUATION dOF oC -- - ? ' -- — � identified Cin UBC 713.10) 2. PER UMC - - w ;. _ — - -- - - - EXCESS 06020001CFMOSHALLSBETEOUIPPEDLWITH AUTOMATIC SHUTOFF ACCOMPLISHED BY INTERRUPTING THE POWER U SO RCEUPON SMOKE DETECTION (installed per section i:e 1 3 iF ... of NFPA 2-10) i 15/75 -. I'"• ry . Y 1. 4FIRE SAFETY FUNCTIONS L.L ... Q. 1. MAGNETIC DOOR HOLDERS SHALL RELEASE UPON GENERAL W 75 .k - - ALARM. --. ...._ _ -y y. ,;„„,N;H: ,q v::n.," v,c. ja. s:,ty,;,.,;, r,Y „ - ,:,, -, ;r:. ._..._. _ _.. .{ g 1 """'�" _ - ""-- 2. SMOKE DETECTORS PROVIDED IN THE MACHINE ROOM, EACH • � ELEVATOR LOBBY AND AT THE TOP OF THE HOISTWAY TO .,� ACTUATE ELEVATOR RECALL FOR FIREFIGHTERS SERVICE, LL O PER NFPA 72 3-9.3. SMOKE DETECTORS SHALL NOT BE LOCATED IN HOISTWAYS, EXCEPT WHERE ALLOWED BY NFPA O O 72 3-9.3.4. Z , ` U_ r f..... t .. _..._......_ _ — A • .... — LL _ . r - - - - - - - - - - - - - - _=-- -- - � ZJ Z u0 -' T•:� LU V) L OCLZ w PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF BASEMENT FIRE ALARM PLAN W E FIRST FLOOR FIRE ALARM PLAN W E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUMION FARREN SHEET NO.s THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 E2. 1 A • I ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS LC REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE1 FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(ZOS)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, �-Far208)429-1309.can UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROTECT:02-021 GENERAL NOTES �'�D0 A. PROVIDE SMOKE DETECTION FOR AIR HANDLER SHUT-DOWN. •0 nCIt ``./ CC D Q q I I I I I i I a =v; ur I I I I I m _ F_ as 11 W 2 1 75o C l is .._.._._ _ ....._. - ... . ._ ... .. —. ......_ _ ..—..... Q N5 Ago.5 1 1 5 1 RP2 _ u_ 15/75 io Jj( @ ;I, — ... ... .—._ y il5Y7Q':: ,at " .1:a11 it C 4. pl ..1 C i i�� I { m -. ; P, R,Ff Z CL ® l.. - I I 1�111�'iClllllll _ - - - ... - - - . ....... -- -_ . . . . _ �:-- g :r — f try. • 3.} f�f FAK RJ(,/1.. �...;I I ; Y It 'S LU 1?,Iu 15/75 75 may.. 5 —.... Uj I ® I O (.:L. L.L O O O 15/7 OIL. - — -- —. - —C� _ - - _....- - .. _ _ __ - - {�� ® . . ... z : I 0 a o —�c O Q Q - _ I I I I OCLw Z_ r (A � W cn PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF SECOND FLOOR FIRE ALARM PLAN W E THIRD FLOOR FIRE ALARM PLAN IN E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION FARREN SHEET NO., THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 /� • ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS 1 REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.271H St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, Wy.Fy�,pat 08)429-130g.com UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELAIES. PROJECT:02-021 qod o� 000 TO FIRE ALARM CONTROL PANEL COMPRESSION TERMINAL WITH COLOR CODED INSULATION ADDRESSABLE RELAY MODULE INSULATED YELLOW— 12 GUAGE WIRE INSTALLED ADJACENT TO THE CONDUCTOR RED— 18 GUAGE WIRE 120 VOLT 120V BRANCH CIRCUIT BRANCH PANELBOARD CIRCUIT PANELBOARDOOOQNEa FIRE/SMOKE DAMPERS099::�� Q G � N.C. i FORK TONGUE PIN—C. MAGNETIC DOOR HOLDERS Q. _V) (2)12 — (1)12EG — 3/4" ^ G� f` \VI N OLL NOTE: m OFIRE ALARM ADDRESSABLE RELAY DIAGRAM APPLIES TO ALL FIRE ALARM CONDUCTORS I— NO SCALE AT ALL TERMINATION POINTS MACHINE LABEL ( 1 V W OFARE ALARM CONDUCTOR TERMINATION NOT TO SCALE _ o Z ° 18" LONG, 4" DIAMETER PVC z CONDUIT WITH ONE ENDCAP FIRE ALARM FOR STORAGE OF RECORD V ICU N CONTROL PANEL DRAWINGS. _mg 12- WIDE DOCUMENT HOLDER O FOR STORAGE OF OWNERS < cum, MANUALS. OFIRE ALARM DOCUMENT STORAGE NOT TO SCALE _Z 0 J_ D m Z w C 2 L 00 zU 0 C) Ly 0Qa o z ° LU � Zv oc UOQ J oCLZ W IL PROJ. NO.: 01029 DATE: 6/10/02 DRAWN BY: Cu CHECKED BY: JPF FILE:#### REVISION: PRELIMINARY NOT FOR CONSTRUCTION .O ENGINEERING FARREN SHEET NO,l THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 Inc. • ENGINEP.RING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS IR REQUED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH SL,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 PAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, x ww.F_aEogiaeering.e— UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 KEYNOTES Ot CEILING SLOPES SLIGHTLY IN THIS AREA. BOTTOM OF - LUMINAIRE TO BE 12" BELOW CEILING AT THE LOWEST o000 POINT. USE ADJUSTABLE CABLE GRIPPERS TO MAKE SURE LUMINAIRE IS LEVEL. GENERAL NOTES A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES WITH ARCHITECTURAL EXTERIOR ELEVATIONS. A N A� B C+ D B. MECHANICAL CONTRACTOR'S WORK, LOCATION OF TO BE COORDINATED WITH I I I I ! LIGHTING SYMBOLS ..... ... ... d �m r' SINGLE POLE SWITCH AT 46• ♦ IA,X &L ! DIMMING SWITCH AT 46- OLL m Po ....... ... ,l I AND O OI J CEILING PENDANT WALL MOUNTED LL r RECESSED ROUND LIGHTING OUTLET AND LUMINAIRE RECESSED °{ ROUND N: „_- —__ — — -- -...— ONE LAMP ONEMERGENCYSO OUTLET AND LUMINAIRE, FLUORESCENT LIGHTING ET ND Ez� +r-e• ', IXI ® \ ONMEMERGENCYASOURCENTED,L TWO ALAMPS LL }} 1 uo r P •7 i• IXI I _ ., �I �`- FLUORESCENT LIGHTING OUTLET AND • +,5'a• -'! IIi C—� LUMINAIRE, RECESSED OR SURFACE MOUNTED eo � ..+15'-0• tx+o — ® TWO LAMPS ON EMERGENCY SOURCE LUMINAIRE, .. FLUORESCENT � � e �. _ \® BFa I o INDIRECT LUMINIARE SUSPENED FROM CEILING I I 1 _ INO fft PF1 Gi o° HEIGHT AS NOTED U W� ........................ ' a9t OUTLET AND LUMINAIRE B B --I 1� 1nr,l� B O i.il k-, I een 0® xet PENDANT MOUNTED A LUMINAIRE AND ® ! ® ® ® > eel ° t ° �, ® CEILING ORING WALLUTLET MOUNTED _ (lCE z, ee �1 n — ° �. n — LUMINAIRE DESIGNATION eelL------ 10�n0, e3 D , LD HW o ® ® 1OLo o;I.0 — d 0�E---- — +�-0 �) (, ° v►t xet 1 -:- zPl ® ® t O 1r4 3 I AL�� e I i t I O ! +vet a n zs, rr, rt, -- — Y — 1 O® F:I. F R` RAI O - - ALL J ® 01. .r it CL :>T",I O ® ere are eel aes 8 Pen Pe3E -_ all .o rn I 'T 41D L I 1 1 I n -j ® n wenE j B 1I 8 I rsl ® LuALL ^ �/ ....... .............................. ........... ..... .............. -ilrz- ------ - - I ' y O Q ; U `L o � -- -- -:w; __ _ .... - 0V) —� s� „ a T e91 M91 15' 1a'-0' +15'-0' +15'-0' aP9 ® ® I o < Q 06 LuZv; F- ........ _.. ,... ..e, :. g.,.. ... .,..;.,,�,� .. u V) LL 3r OCLZ w a PROD. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF BASEMENT LIGHTING PLAN W E FIRST FLOOR LIGHTING PLAN W E FILE:#### SCALE: 1/8" = 1 '—C" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION �ENGINEERING FARREN SHEET ND:, THESE DOCUMENTS HAVE BEEN PREPARED FORBIDDING PURPOSES ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 Inc. • I ■ ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS L REQUH03D TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE. 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(2081 42 9-1 3 0 9 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, www.Fatre a�neeriag.com UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 a 0 0 KEYNOTES 0 CEILING SLOPES SLIGHTLY IN THIS AREA. BOTTOM OF ° LUMINAIRE TO BE 12" BELOW CEILING AT THE LOWEST op00 POINT. USE ADJUSTABLE CABLE GRIPPERS TO MAKE SURE LUMINAIRE IS LEVEL. GENERAL NOTES A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES WITH ARCHITECTURAL EXTERIOR ELEVATIONS. ' B. EXACT LOCATION OF LUMINAIRES TO BE COORDINATED WITH MECHANICAL CONTRACTOR'S WORK. ....... ... _............_.--- .... ........__..-------..._.__._.-_........_.._ __........ G` �) LUMINAIRE SCHEDULE ��n Ll/MINAmtB LAMP--]-RaYl1l' CA� B C 7YP8 D 3SCRD(SON IaANR PACNRPR NOlti MWNI7NO 1Y1B WAIL] i Qoj/ (1) " ^O IBFS HARE FLUORESCENT,SLIM STEE[LCHANNEL WITH SURFACE F32T8 32 LTIHONIANO- E I HIGH-GLOSS,BAKED ENAMEL FINISH 4100K S-i-32-120-GEBIOIS m ' 85 CRI _ ....._.. ..__.. -_.__. ----- I I SAME AS BFI EXCEPT WITH EMERGENCY BALLAST xocl) :S I I I BF1E EMI <C (2) BARE FLUORESCENT,STEEL CHANNEL WITH F3278 LTTHONIANO. DT iBF2 HIGH GLOSS,BAKED ENAMEL FINISH SURFACE 4100K 62 C-2-32-120-GEBIOIS V) y 85 CRI ......- _ _.._ _._ ..._.. ....... ( - } -:_ - ._- __r- _ .. BF2E SAME AS BF2 EXCEPT WITH EMERGENCY BALLAST' (1) L \...J EMI .. 1_ HIGH-GLOSS,BAKED ENAMEL FINISH 410OK 20 ISl 1H lO 7--I20-GEBIOIS U "d � ; .SURFACE Y�]...q•-g' �� ® O I j! III +®• �� Ii I' I i WITH( SS CRI II; EMERGENCY BALLAST,2-LAMP OPERATION,HI- (2) 4 W BOD W OY� t ., t I I ( I I EMI I - D F32T8 90 1 (CAD BATTERY,2 POLE TEST SWITCH,LE At- I KL = I. au ' -�, 1 I i sFt I (CHARGING INDICATOR LIGHT,5 YEAR WARRANTY l 1350 LUMENS MIN. B50 I! ( _ (Exrr PFf I � PFt I ! tMo � i ; ! � LIGHT,DIECAST ALUMINUM HOUSING, E ._...... ! I ! _�, ....... .. u.: ---� --- _ _ - _ _ - _....- __ �__.__ _ _...__... , 'BRUSH ALUMINUM FACE WITH MATTE BLACK UNIVERSAL I GREEN LED I 0.92 ILITHONIA NO. - '-- - --::-. '-- _....: --_-:— _.:.._. - - l .. .: '�..� - HOUSING,UNIVERSAL MOUNTING,SINGLE FAC$ (IINTVB ILE-S-1-G-120-EIN G Etn NFt -Il ,t1L ! -CAD BATTERY 0 I 0 I tw ... :::.... :::::! \ ( r I EXIT LIGHT,DGs-CAST ALUMINUM HOUSING, Z �I ® .;.- F® II EX2 BRUSH ALUMINUM FACE WITH MATTE BLACK UNIVERSAL GREEN LED 0.92 �LIIIIONIANO. <m ,�. ! B -S 2 G I20-F.LN I ,r # B HOUSING,UNIVERSAL MOUNTING,DOUBLE FACE, LE `,J m N l t i O -CAD BATTERY r. NN - _ _ __ _ __ _ - - ...... ............ 11P AND DOWN AENCRAFT ... J-' :. .- ::.._ _._ -...._.._ ..._ -..-�3 1 - -- ._ (PFl CABLE'ID (3) PEERLESS NO. ___. �m 3 PENDANT FLUORESCENT,S% ..... ALUMINUM B EAFFLE STEEL ANDP DIE�CASTP I 1 12"BELOW P32T8 18 IOCRMS-3-32-595-SFf-R8-120-GEB10-SCT- s, ! ( Ea, / PF] CEILING OR 4100K 6 LP841-F2-24-ACG-CUSTOM COLOR N"RY ! / ! ALUMINUM FINISH,A�DRJSTABLECABLE GRIPPERS AS NOTED DRAWINGSON 85 CRI (ALUMINUM) (! ��-. .I ..... .- ---- -- .... ........ .._...- --.. _.-_._.__....-.-_-_.....---...._. .- ,r ' ! V ALL l :� sFt st st PFIE SAME AS PF1 EXCEPT WITH EMERGENCY BALLAST Pit Emi .._ ...----- - AIRCRAFT ..... ......... - _._..._.. - !'-'t ... ::: _ - __ _-.. PENDANT FLUORESCENT 5%UP AND DOWN _.. ..._ :- ... �.. _.-... -' - -1 ... .: !a `- .. aFa - - �'/' LIGHT,EXTRUDED ALUMINUM SPLINE,ONE-PIECE CABLE TO . (3) PEERLFSS NO. 1 - i ut 12"BELOW 1 F3218 IOCRM8-3-32-5/95-4FT-R4-120-GEBIO-SCT- I! O +..I .i\, o f !i PF3 ALUMINUM BAFFLE,STEEL AND Dffi CAST 93 ' i�� ALUMINUM SCULPTURED ENDCAPS,BRUNE VINO OR 4100K LP841 ACG-CUSTOM COLOR I. t ,i, O rvt Q O II ALUMINUM FINISH,ADJUSTABLE CABLEGRIPPERS DRAWINGS SS CRI (ALUMIN[JM) �] �- F- -'.--.. !I I ; 1........i g] I O .',�' -..a eF] -_ .-....._ BOTTOM OFyT.._ _- ....... .._.._.._... _ u® ® ! �� _. (i��. LUMINAIRE( (4) ! a O \ 0 (l q srt- -.t ... ®i _...... PENDANT FLUORESCENT,36"DIAMETER SQUARE, TO BE F40 VISA NO. °f1 -' ' -' - �I rx 1 -��,�\) PF4 LUMINOUS WINDOWS,STEM CABLE ASSEMBLY, ISO NPR !- ��o ! - _ ___� __- _ .. .. _ .-=_... _ .._ -.:=.T- - - \/ TIN ALUMINUM FINISH MOUNTED 24 82 CRI CP3506-4QF26-SAL-SCA-OAH 24" _...._ -... - _ - - CEILING ..... .... _ _.._G..... .._ .._ . _..... 44 O © ® O \ NP' NP; at , < I �t uHo i t W4 O.O Pn {� - .- BOTTOM OF I ts4 t(; Lit OoO�t I (,l UMNAIRE ALL o Ext. \, O ®� 0 r: --PENDANT INCANDESCENT,ANGLED REFLECTOR, L TOBE i 60W ABOLTTENO. Z '� Eut PF]E ! I O I4 PIl HEAVY-DUTY,SPUN GALVANIZED STEEL MOUNTED; 60 AD150-INC-120-PLP-LDS96 (V I...w--- I O 1O CONSTRUCTION,NATURAL ALUMINUM FIINLSH APPROX.I8" Al9/MED WITH ST-6.3-PLP&BC-600-PLP ou I Ezt ( O:. �F I aFt BELOW CLEAR - - i_ r� ® � � � m _ — — — ----- - — — _ _ - — �.._._ _ rs — _n _.-. _ :. +- 6 wFx .. RECESSED ROUND,6"OPEN DOWNLTGHT,DIE CEILING 1 AN rF7 sax i a; -. ®I! r "'--' '� € CAST ALUMINUM SOCKET HOUSING,PORCELAIN 60W LTTHONL4 NO. F:7 ! O / uao "_ uto O '{{p RRl SOCKET,EXPANDABLE SELF-LOCKING MOUNTING RECESSED A19/MED 60 A 6 PR LD ,xt� Ezt ! .I i, O ITEM. BARS FROSTED RECESSED ROUND 6"OPEN DOWNLIGHT DIE T O CART ALUMINUM SOCKET HOUSING; �je !,7 ® ® sk F26D1T LTIHONIA NO. , u ® 11 PF] �- g ....:( .l .,. i^ =E RR2 HORIZONTALLY MOUNTED THERMOPLASTTC RECESSED 33 v ® I i 'fit _ O ; 4100K AF-1-26DTT-6-PR-ID-120 +7'-6• ` I o l Ext - SOCKET,EXPANDABLE SELF-LOCKING MOUNTING 82 CRI 4 = ..._.... =y ;... .._... ........_.. ._ __ 't .._ _.. .._' - �' _._.. _ -...... -- - - -- ._.._- 4;--- - - - ` 7 ) ... B'4RS --- --- -----.... -- - - `--- . -----.. -. .... .__.._.._._ �. I _ 1 f ... J �... .. ......- SAME AS EXCEPT WITH EMERGENCY W . ......... i l RR2E BALLAST FED FLUORESCENT,ACRYLIC PRISMATIC F321S LTTHONIA NO. GEBIOIS ' ............. O �, ur+o _ 3F1 DIFFUSER, MOLD LUMINOUS ENDS SURFACE S4100K LB S CRI 62 -2 32 120 SURFACE FLUO .. I 8 1; txt ® ® l !y` DIl1FU -TNHiCtI ID ....__ _ ...._ ._- ..... .. ...._.._....__.._.---_-..--- -..........._ 00 t ..::.-, ! -- �:,..:.::: .::::.._ L ..� WALL FL All F40 45 VISA NO. -.. :......._. ___... ...:.._.-. .. .__ ......F ..-. ..-.___ __. ._.. - - - GAUGE OLD ROLLED STEEL, TIN ALUMINUM W - .} - - - 8 ... .::......: _ .. .` .. O ....... O �" 4100K CB3744-IF40-SAL FLUORESCENT,ADA COMPLIANT,HEAVY WFl C SA LH_— ....... I sz cRi_. PFt 1.` i, Wi Pit PF, I WALLFLUORESCENT.EXTRUDEDALUMINUM (1).. ...---- - -..-- O O O ! ..:.•I"+ q; ua UNo n WF2 HOUSING AND MOUNTING PLATES,DIE CAST END WALL T� F40 45 VISA NO. - - ! (CAPS,HINGEDHOUSING,ADACOMPLIANT, I, 4100K CB6112-IF40-BA-BA-PMO(LOWHRLENS ONLY) I T ,BRUSHED ALUMINUM FINISH 82 CRI O Q ..L. AND END Q _st sFt LFLUORESCENT ONEPENCEB 32T8 - - WM IALUMINUCRYLIC LENS,HOUSING AN EN ONLY CAPS, WALL 4100K 62 W-2-322--120-DO-AE _ W -_. _ ._ .-- .._.._ _ __..:.... .... .'............ ..__..... ___-.............__.._. _.- .__.____ . -....... LIED C i 85 CRI ✓ � I I I WALL BRACKET,EXTRUDED ALUMINUM, O J Q ASYMMETRIC LOW IRIDESCENT SPECULAR MHlSGW/U/PS SPILIGHTINGNO. Q z WBl ALUMINUM REFLECTOR,LUMINAIRE IS GREY IN WALL 15 190 EXI-2203-120-GY422-WL � (n LL COLOR,DIE CAST ALUMINUM END CAPS WITH 65 CRI /'� O BE STOPS _ 1..1� WALL BRACKET,CAST ALUMINUM,CbMBINATTON (1) O U WB2 UP/DOWN LIGHT,LUMINAIRE IS SATIN ALUMINUM WALL MHl50W/U/PS 190 VISA NO. LLI FINISH 4000K OW 1474-1H150-120V-SAL 65 CRI (1) WB3 IL ALL HRAI'REf,CAST ALUl1I]NUM,DOWN LIGHT, WAT.7. MH100W/U/PS 190 VISAING PROJ. NO.: 01029 UMINAIRE IS SATIN ALUMINUM FINISH 4000K OW1472-1H100-120V-SAL 65 CRI DATE: 6/10/02 NN _._....._. __....__.._...__..._.............___..__._._..-..-......- .. ..................-.-..._..........-__..._......._.____......._.-___. __ DRAWN BY: CU GENERAL REQUIRIMENTSA. All CHECKED BY: JPF SECOND FLOOR LIGHTING PLAN W E THIRD FLOOR LIGHTING PLAN W E B. Electronic ballastsshals shall have lhave<10°/�and a minimum ofO.85 ballast factor. FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1 '-0" C. All fluorescent lamps shall have minimun o£82 CRI,reduced merctuy and be TLCP compliant REVISION: S S D. Submittals shall include catalog sheet for each luninain,ballast and lamp type. E.Appmval inquests shall include a budgetary,unit price. PRELIMINARY NOT FOR CONSTRUCTION . FAIIREN SHEET NO,: THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 • ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL.CODE, www.Farre%gal_Rcom UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 000 KEYNOTES ° O PUSHBUTTON OPERATORS FOR HANDICAPPED DOOR OPERATION. QOpO� GENERAL NOTES A. COORDINATE RECEPTACLE LOCATIONS WITH OWNER. T B� ,, I . O� POWER SYMBOLS d c0 S ._....._: � SINGLE POLE SWITCH AT 46" , �V S a PILOT LIGHT SWITCH AT 46" tA OLL DUPLEX RECEPTACLE AT 18" •I � �� I j ---- t'- GFCI - GROUND FAULT CIRCUIT INTERRUPTER j .. .... _. - S - SURGE SUPPRESSION i I i \ ( 1 1 \ _ _ DOUBLE DUPLEX RECEPTACLE AT 18 V - - - -- - - - - - - - 2 1 W JUNCTION BOX WITH BLANK COVER " � ,2 i l ' i K� t .II t i T 1 MOTOR OUTLET WITH THERMAL �:1 OVERLOAD SWITCH GFCI si - - , � j� f MOTOR OUTLET ❑ PUSHBUTTON AT 46 I � S 3 „ 30 �/ BRANCH CIRCUIT PA ELBOARD Z SURFACE AND FLUSH MOUNTED, TOP AT 78" I , 6� e I 1 s I� rr GROUND BAR SURGE SUPPRESSOR -- ` T iF MECHANICAL EQUIPMENT DESIGNATION 'Y G CI WP �� ri L9 SnRz I)1L �W D GFCI " CO. 4' /^� GFC S! i °FE �! f IMP GFG -I J R� £r. s_, I -i FCI - - r — — — — — — — — — — — J m fi f Q ' W s - - - I _.. Z � CL LU 4 1 r ) O � S zU , 1 GFCILL i O Q CZ z - _ - - - - - - - - - - - 1 ul F- � N J UOQ w U I O C- Z Lu _ V � m PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF BASEMENT POWER PLAN W E FIRST FLOOR POWER PLAN W E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION FARREN SHEET NO.: THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN f • I - ENGINEERING,INC.DOES NOT HAVE ALL THB INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 PAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, vvyvsv FanenEngineering.cotn UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 GENERAL NOTES c0°o A. COORDINATE RECEPTACLE LOCATIONS WITH OWNER. Q 7 = . V) I I I I I I I I a � . 0 I I I I i m - _ .— S • i � V m" --- :: Q d I I - 9P ( . -�. - m — -- — ._._.. —s 5 — ----- -- s. rJJ AC[ 1 _ VC 7mi —'--- �i 1 e. 5 , : 2 .. i CL ..... +46 6 +46 .._ J'j ,j:.p ...... .AFC GFC / .r, M4Ir 'r , CL ; ....__—.... ..._.J ..u F F ACLL i, O L.. O s ,. LL — — ---' e Z O O _ QZ �,• 1'. 1 s L>.......,.I Z Q S Q I .. W lot— i I I I O (L " p cn Z w PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF SECOND FLOOR POWER PLAN W E THIRD FLOOR POWER PLAN W E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION FARREN SHEET NO.- THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARRIN f /� •/� 1 ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St,Suite C,Boise,Idaho 83702 'L■ CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE( �429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, tyww.F glneering_ UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 KEYNOTES (2) 4" TELECOM CONDUITS TO RESPECTIVE TELECOM ROOM IN BASEMENT. d000 GENERAL NOTES A. ALL CONDUITS SHALL BE TERMINATED WITH AN INSULATED THROAT CONNECTOR- B. ALL CONDUITS ROUTED TO THE CABLE TRAY SHALL BE TERMINATED WITHIN 12" OF THE CABLE TRAY TO ALLOW { A } +,�+i ` J FUTURE CABLES TO BE INSTALLED FROM THE SIDE. Y C. PROVIDE SEPERATE RACEWAYS FOR EACH OF THE TELECOM ! SYSTEMS, EXCEPT WHERE INSTALLED IN CABLE TRAY. DO N NOT COMBINE DIFFERENT SYSTEMS IN THE SAME RACEWAY. . p co — - - - - SYSTEMS SYMBOLSd On o 1 JUNCTION BOX yLL N O _ — 0 TELEPHONE OUTLET AT 18" L m DATA OUTLET AT 18" WITH i" CONDUITTO r H CABLE TV OUTLETAT 18AY .:. .. (, i —D— DATA CONDUIT (1" UNO) T TELEPHONE CONDUIT (3/4" U NO)— - - w —TV— TELEVISION CONDUIT AND CONDUCTORS ( / U CABLETRAY 12" X 4" ...:.. 3 4" NO) [- -....... o-,', III {{ G AC ABOVE COUNTER; 6" ABOVE COUNTER 8 OR 3" ABOVE BACKSPLASH 2 .._._— — __..._ -.... --r 3 1 - UNO UNLESS NOTED OTHERWISE Z WP WEATHERPROOF V mN _.....- as � I ————-- ! + �ry D �I —= I. LJ I f1 - — -..._.._ _.... _ IL 'FE i _—: I s.� -- -- - --.. LU I I r , Nam_ I — W W zis — — — — -- - - -- - - — - — - - - _ _ - — x O1 : LL z pU w ---—. ...... —.._ _... — _ }A, 9 i w I I i I 0 w -7N Z r U �. u O Q w WEL o V)� z Q PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu CHECKED BY: JPF BASEMENT TELECOM PLAN W E FIRST FLOOR TELECOM PLAN W E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION O ENGINEERING FARREN SHEET NO.: THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 Inc. • ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.2TFH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, —FarrmEnginearing.00tn UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FILE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES, PROJECT:02-021 0,90 KEYNOTES ° O, (2) 4" TELECOM CONDUITS TO RESPECTIVE TELECOM ROOM IN BASEMENT. 000 \J (A g (c O • N • W I I I a 0� o� UN I i i I N O0LL laas ..._ _ _._ .. .. - - ..... _. _ . .......... w __ ...... - �1f T - - ..... I. _. $gib.. ...-......... :..6......_. - - 2 -- __...__ ..._ _ ..._. — -. ...... . ..... �..JJ c F ( , .............• I' !';F:rf•-fliif,i I I C'F 'IC_: I I'::..f,n.f,lf i\F:Ei1 I — Z i- 0 F 1-1 C 1 — .._.. ... - - ...... i(r 4 3 0 L... _...'.75 li LQ I 5 — - ( �,,� _.....—. .— .... ..3 .._ — 'e. immGvm-_�.i..:rv-iaeame:. 1 v ® - .. _. .. —..._.. — - -- _...... Q --� 6 I NO MET is N 0 )J�1 rd O p _ ....I ,.... — III p o D �I 6 m _ r1 i 0 l'GY f• OI?U'Y z Z Lo r-F _ I I CL _ - C� JANJAN • r IA. i i 'ivJ � • r , 22 W J^.I I'. W — _ — _ _ T �. �.,. l l l(.,L:. w r I � li _ � I--- - I r O " 00 O — - -- - -- - z O LL �I E O � 0 I'i LI;;f: ( r a l:SttF 1 0 Q Q 7; _ w U0 � L Z oCLz O 2v� � cWn PROJ. NO.: 01029 DATE: 6/10/02 N N DRAWN BY: Cu THIRD FLOOR TELECOM PLAN SE CHECKED BY: JPF ND FLOOR TELECOM PLAN W E W E FILE:#### SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" REVISION: S S PRELIMINARY NOT FOR CONSTRUCTION FARREN SHEET NOd THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT REPRESENT COMPLETED SYSTEMS.FARREN 7 a ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS I REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 93702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE • SYSTEMS THAT COMPLY WITH THE.NATIONAL ELECTRICAL CODE, PHONE(208)429-1309 FAX(208)429-1308 UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE '°t`'`"'FananEngineering— ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 KEYNOTES IG1 CONDUIT, CONDUCTORS AND DISCONNECT FOR RESPECTIVE • - ROOFTOP UNITS. VERIFY ALL ELETRICAL REQUIREMENTS o000 WITH MECHANICAL CONTRACTOR. GENERAL NOTES A. COORDINATE EXACT DUANITIES AND LOCATIONS OF ROOFTOP • UNITS WITH MECHANCIAL CONTRACTOR. POWER SYMBOLS _............. om -- -................-- ...._._....._............_......._...._...... _._ _.._._.._.... -- a }- I DUPLEX RECEPTACLE a( GFCI — GROUND FAULT CIRCUIT INTERRUPTER WP —WEATHERPROOF WHILE IN USE I ❑J DISCONNECT SWITCH, NEMA 3R Iss- U { I W lwCI �D _ C 'MDP' 1 V I O J V y m cm O1 'MDP' '1 }$S Q I I I ..—...--- .,........'.. ..__ .....- MDP..... I .... I V ---. .....,....—_......_.... ...... _.........._..._..._ ._. .,— ......... .... .........._....,_. .._ .. —... ..— -- — MDP� I ....................__.............:°^..°°::.�:: 8 7 I „>< —.r------ MDP' MOP �h0 F0_1`1 Z _ w'MDP' A Lim --- --- - - - - - -o z ¢ op Q J o U LL - ---- - -- �. �r �.. - Q Z o p 0 < J I I WZ Q U_ U0J oc ccV) u- F- C.. oF � LU a: w PROJ. NO.: 01029 DATE: 6/10/02 N DRAWN BY: Cu CECKELECTRICAL ROOF PLAN W E FILE:####Y: JPF SCALE: 1/8" = 1'—O" REVISION: S PRELIMINARY NOT FOR CONSTRUCTION oolFARREN SHEET NO.- THESE.DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY INC.OTREPRESENTCOMPLETED NFOR A FARREN 7 /� •O ENGINEERING, DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS 3J REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 93702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(2081 429-1 309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, www,Fene ngineeriog._ UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 00.00 0 1 LIGHTING CONTACT KEYNOTESR, 120 VOLT L, 277 VOLT 30A OCONTACTS, 4-POLES, NEMA 1 ENCLOSURE, MANUAL OVERRIDE SWITCH. O ELEVATOR CONTROLLER FURNISHED BY ELEVATOR - - CONTRACTOR. O ELEVATOR DISCONNECT: ENCLOSED CIRCUIT BREAKER IN - - "- ELEVATOR MACHINE ROOM WITH 24 VDC SHUNT-TRIP, NEMA 1 ENCLOSURE, LOCKABLE HANDLE. GENERAL NOTES A. ALL CONDUCTORS STRANDED COPPER. B. INSTALL MAIN SWITCHBOARD ON A 3 1/2" HIGH CONCRETE HOUSEKEEPING PAD. q C. PANELBOARDS SHALL BE SERIES RATED WITH THE UPSTREAM FEEDER CIRCUIT BREAKERS. O co d mg G� • Ml ONE LINE SYMBOLS V1 0 L L m ® PHOTOCELL F ® TIME CLOCK / 1 Lei PAD MOUNTED TRANSFORMER V W WATTHOUR METER ® MOTOR STARTER OR CONTACTOR DISCONNECT SWITCH Q COMBINATION STARTER O¢ \� CIRCUIT BREAKER Z ` O b SWITCH U �n FUSE N 0 OC COIL < AN.CS ®D CIRCUIT BREAKER WITH SHUNT-TRIP SS SURGE SUPPRESSOR ELEVATOR F.A. .CIS Z ,)C 3 D 175A 3P BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR r--------I --------- r________1 r________I ELEVATOR I 1 I I I I 1 I I 1 1 I I 1 PANEL 'A' PANEL 'B' PANEL 'C' PANEL 'D' I ® I I ® I I ® I I ® I I ® I I ® I 1 ® I I 1 I I Y I I ] I I { I I 6 1 I 8 1 1 l I I I I I I I 1 I 1 I I 1 I I 200A 3R 3R 3R 3R 3R 3R 3R W <3P N.F. N.F. N.F. N.F. N.F. N.F. N.F. CL Co in Cn Cn L N N N N O O I I I I ZU M M Q 7 (' > QQ Q M M M M Z � En W -�- - - - - - v- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O Z J 60A/3P J * ITOP I 200A 200A 200A 200A 200A SPARE MOUNTED I LPN LPN LPN LPN LPN PAD MOUNTED 200A 200A 200A 20OA 200A 20OA O Z W TRANSFORMER ArLM� * I 3P 3P 3P 3P 3P 3P FULLS HEIGHT r AND PADS - - - - - - - - BY IPCO. LT— J I SECTION 1 SECTION 2 -- UG/P --J UG/S I UNDERGROUND PRIMARY BY IPCO. MAIN DISTRIBUTION 4 PAN WIRE GROUND BAR 208Y/120 VOLT 3 PH., 4 WIRE PROJ. NO.: 01029 65K AIC DATE: 6/10/02 DRAWN BY: CU CHECKED BY: JPF FILE:#### REVISION: ONE LINE DIAGRAM PRELIMINARY NO SCALE NOT FOR CONSTRUCTION FARREN SHEET NO, THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDINGFORPOSES ENGINEERING Inc. ONLY.THEY INOTREPRESENTCOMPLETED SYSTEMS.PARREN , E4. ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS REQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1306 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, �,F__agneenug.com UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES, PROJECT:02-021 CONDUIT oQ0 GENERAL ELECTRICAL REQUIREMENTS A.Rigid Metal Conduit,minimum size'/a" SAFETY SWITCHES' 0 B.Intermediate Metal Conduit,minimum size IN"1.1 RELATED DOCUMENTS C.Electrical Metallic Tubing,minimum size%" - A.General Provisions ofContract,General and Supplementary Conditions,Drawings and Division 1 Specifications apply to all sections of Division 16. - D.Flexible Metal Conduit,minimum size Y" A.SAFETY SWITCHES:Heavy duty quick-make,quick-break.Provide interlock to prevent opening in the ON position.Provide means to lack in OFF position. O B.Contract Documents shall be Considered as a whole and work ofthis Division shown anywhere therein shall be provided under this Division. E.Liquidtight Flexible Metal Conduit,minimum size'h" B.FUSES:Indicator type.All shall be of the same manufacturer. C.LABELING:Furnish and install a screw-on engraved nameplate with 114"white letters on black background. 0 00 1.2 SUMMARY Outlet Boxes A.Furnish all labor,famish and install materials,equipment and all accessories,appurtenances and miscellaneous items,not specifically mentioned but reasonably inferred,for a complete installation.It is the intent of the Contract Documents that all systems be complete and ready for operation - 1.Minimum Size:4"x 4"X 2-1/8". EXAMPLE:LOAD:CU-1 B.Drawings are diagrammatic and indicate the general arrangement of equipment and wiring.Most direct routing of conduits and wiring is act shown.Exact requirements shall be governed by architectural,structural and mechanical conditions. 2•Sheet Metal Outlet Boxes ANSI/NEMA OS 1;galvanized steel. VOLTAGE:208/3 Refer to all other drawings in preparation of the bid.Extra wiring or additional boxes,etc.,necessitated by such conditions shall be included in the bid.Check all information and report my discrepancies before submitting bid. 3.Cast Boxes:Cast iron,deep type,gasketed Cover,threaded hubs. SOURCE:Panel M C.Contractor shall pay for permits,fees,inspection charges am other services. 4.Outdoor and Wet Location:NEMA 250.Type 4 and Type 6,UL listed as mintight. _ SOURCE LOCATION:Electrical Room 1.3 QUALITY ASSURANCE Pull and Junction Boxes A.All work and materials shall comply with the latest rates,codes and regulations,including,but not limited to the following which are hereby made part ofthess specifications: 1.NFPA 70-National Electrical Code(NEC) I.Minimum Size:4 11/16""x 4 11/16"X 2-1/8". 2.Uniform Building Code 2.Sheet Metal Boxes:ANSI/NEMA OS 1,galvanized steel. 3.Uniform Fire Code 3.Sheet Metal Boxes Larger Than 12 lathes in Any Dimension:Hinged enclosure. 4.NFPA 72-National Fire Alarm Code 5.ANSUIEEE C-2-National Electrical Safety Code - 6.NECA-Standard of Installation FIRE STOPPING MATERIAL:Fire rated caulking,foam,pillows,etc.to maintain fire ratings at penetrations ofrated assemblies.Manufacturer par Division 7. MAIN DISTRIBUTION PANELBOARD 7.Americans With Disabilities Act Accessibility Guidelines for Buildings and Facilities(ADAAG) 7.Occupational Safety and Health Act(OSHA). CONDUIT INSTALLATION A.Fused switches 8.Fair Housing Act A.Route conduit parallel and perpendicular to walls and adjacent piping. B.Surge Protected at 250 kA per phase,disconnect,audible alum,surge counter, 9.Uniform Federal Accessibility Standards B.Maintain 6"minimum cleamece between conduit and piping.Maintain 12"minimum clearance between Conduit and hear sources such as flues,steam pipes and heating appliances. C.Copper ground bus bonded to neutral bus 10.American National Standard Accessible and Usable Buildings and Facilities(ANSI A17.1) C.Install supports to prevent distortion of alignment by wire pulling operations.Fasten conduit to structure using galvanized straps,lay-in adjustable hangers,clevis baogers,or split-bolt hangers as LIGHTING AND APPLIANCE PANELBOARD 11.All other applicable Federal,State,Local laws and regulations. described in NEC articles 345,346,347and 348,Do not fasten conduit to ceiling support wires. A.Construction D.3/4"minimmn size Conduit on all hmno-mns. B.Work shall be in accord oc accordance with lal codes and ordinances,which are considered minimum requirements,unless more stringent requirements am specified. E.Use Conduit bodies to make sharp changes in direction,such as around beams. C.Contract Documents are minimum requirements.Contractor is not relieved from executing other Quality Assurance measures to obtain a Complete operating facility. F.Famish and install pull line in empty conduits. 1.Trim:Hinged Cover with inner dos.. N pup D.Insure that all workmanship,materials,equipment and the manner and method offs stallation conform to accepted construction and engineering practices. G.Install expansion-deflection joints Complete with grounding jumpers,where conduit crosses building expansion or seismic joints. 2.Ground Bus:Copper. e Q y H.Route Conduit thm roof openings for piping and ductwork where possible,otherwise install roofpenetrations in accordance with roofing system requirements. 3.Molded Case Circuit Breakers:Plugon type thermal magnetic trip circuit breakers with Common trip handle for all poles.UL fisted as Type SWD for lighting circuits.Halfspace circuit breakers fTr6s YX 2.1 EQUIPMENT AND MATERIALS - shall not be used. A.The design,manufacture and testing ofelectiical products shall conform to or exceed latest applicable NEMA,IEEE and ANSI standards. B.Transient Voltage Surge Suppression,integral to the pane length,lboard,zero lead direct bus connection,80 kA surge current per phase,Audible alma,LED status indicator par phase,Surge O W B.All products shall be new and U.L.listed.Materials that are not listed by U.L.shaft be tested and approved by an independent testing laboratory on a govemm Counter. emtal agency. LIm =m^ C.Furnish and install all components and accessories,including those not specified,for a complete installation. C.Typed circuit directory C� CONDUIT LOCATIONS 3.1 ACCEPTABLE INSTALLERS A.Exposed on LABELING ilia building exterior A.Only gafity workmanship will be accepted Poor installation practice will result in rejection ofwork- 1.Galvanized or PVC Coated threaded rigid steel A.Famish and install a screw-on engraved nameplate with 1/4"white Ieners on a black background. v I Q LL B.Provide forecasts in charge ofwork at all times. 2.Intermediate metal conduit m 3.2 CONSTRUCTION 3.Sunlight resistant schedule 80 PVC EXAMPLE.PANEL A LL VOLTAGE:208Y/120 r B.In framed Construction,ction,Concrete block and exposed on the interior of the building,whennot subject to physical damage SOURCE:Main Switchboard A,Interface With Other Work SOURCE LOCATION:Electrical Room 1.Coordinate with other trades to avoid Conflict and for correct rough-in and Connections for equipment specified by other Divisions.Inform other trades ofrequired access to and working clearances for electrical equipment. 1.Threaded rigid steel 2.Verify equipment dimensions and check actual job conditions before starting wodL Report necessary changes in time to prevent needless work,Changes or additions subject to additional Compensation,which are made without written 2.Intermediate metal Conduit authorization,shall be at the Contractor's expense. 3.Electrical metallic tubing B.Furnish and install a tape label on the ends of each homerim conduit to indicate the respective circuits. W B.Cutting and Patching C.Motor and otbar vibrating-equipment connections 1.Perform all cutting and patching during rough construction of the building. 2.All patching of finished construction shall comply with the related Specification section. L Liquidtight flexible metal conduit.Provide sufficient length to avoid transmission of vibtim. 3.Joists,beams,girders or columns shall not be cut without obtaining written permission from the Architect. D.Use flexible metal conduit only for. 1.Luminaires 2.Control Wiring O 3.Existing inaccessible spaces. 4.Where approved by the Engineer. y_Z BOXINSTALLATIONS 1.Box locations Ali m Dmwings arc approximate mlem dimensioned.Verify location of floor boxes prior to rough-in. LAMPS U m N 2.Locate boxes to allow access,maintain headroom and present a neat appearance. A GROUNDING AND BONDING 1.Fluorescent:Reduced memory type,TCLP compliant. � A.Bond all non-current carrying metal parts of electrical equipment.m system 1. Metal Halide:Pulse Start /V (ropy B.Bond the grounded site conductor to the equipment grounding conductors and the grounding electrode sys OUTLET BOXES 2. 1.Do not install boxes back-to-back in walls.Provide a minimum of 24"separation. C.Corrections for the grounding electrode system shall be made by U.L.listed irreversible compression-typegrounding connectors,grounding clamps or exorhemic welding. 1.BALLASTS 2.Use multiple-gang boxes where multiple devices are mourned together.Do not use sectional boxes.Furnish and install barriers to separate wiring of dilFerent voltage systems. ^� 3.Use recessed amlet boxes in finished areas. 1.Fluorescent:Electronic. 0 MATERIALS 2.Compact Fluorescent:High power factor. A.Conductors:All grounding conductors shall be stranded copper. 4.li,wood coawetion,use metal bar hengara m bridging between studs secured with wood screws.Nailing boxes directly to joists or studs is not acceptable. Ems B.Ground bar:C er,'/<"x 4"x l8",no -ddtled boles,wall mountin brackets,exothennicall elded omdin conductor:VFC Catalog No.GRIT-14418-N-1/0-19 or a 5.In metal construction,use metal bar hangers. 3.High Intensity Discharge:Pulse Start, oPP Pt'e B Y w' gr 8 g approved equal. C.Concrete encased electrode:20 feet of bare,stranded 1/0 copper. LABELING:Label coverplate of all boxes.Indicate pmel and circuit number m system smed. C.POLES AND BASES D.Ground rod:Capper-clad steel,5/8"x 8A. 1.Provide handhole with removable weatheriamofeaver. 2.Poles and luminaires shall be suitable for published maximum winds ofarea. CONNECTORS 3.Provide template for positioning anchor bolts.Furnish and install fora anchor bolts per pole;minimum size recommended by manufacturer,Complete with right angle band on one and. A.Ground Bar:Two-hole heavy-duty compression termials with inspection hole.Burndy type YGHA or approved equal.Fastened with corrosion resistant bolt,nut and toothed-star lock washer. Furnish and install flat washers,lock washers,and hexagonal nuts B.Foundation Steel:Irreversible compression connector,hymp type.Bamdy type YGHP-C or approved equal C.Ground Rods:Irreversible compression connector.Burndy type YGHR-C m approved equal. D.AUTOMATIC CONTROLS as D.Plumbing and g piping:grounding clamp. 1.Contactors:Voltage to match lighting circuits,30 amp contacts,number of poles as specified on the drawings,NEMA 1 enclosure,moot override switch. E.Structural Steel:Irreversible compression connector,groandfink type.Bumdy type YGIB m approved equal. 2.Photocell:120 or 277 volt(match lighting circuits).Intermatic K4100 series or approved equal. 3.Time Clock:Electronic,7-day,single circuit.Intemsatic ETHIC er approved equal. EQUIPMENT GROUNDING A.All grounding lug,bun or bushing. CABLE-TRAY E.POLES AND BASES equipment grounding conductors shag be installed in conduit and terminated on a g g, g B.Furnish and install m tmsulared equipment grounding conductor in all Conduits 1.Construct base with 3000 psi concrete and#4 reinforcing bars.Provide with socked boned finish. A.Aluminum ladder 12"wide,4"deep,rings 9"on center.Or approved equal in steel wine-basket style any with sans,dimeosioa. B L.oad Rating: NEMA Class C-1001bs./R. 2.Install anchor bolts with two inch projection above top . . GROUNDING ELECTRODE SYSTEM 3.Provide secked/baned finish to exposed concrete pole base. A.Bond all grounding electrodes at a common ground bar to form a single grounding electrode system 4.Use only non-shrink grout. B.Electrodes F.AUTOMATIC CONTROLS 1.Metal underground water piping and fire sprinkler riser within 5 feet of entrance to building. 1.Famish and install a screw-on engraved label on all central components.Identify the component,the voltage and circuits served 2.Metal frame of the Building. 2.Install fighting contactor adjacent to the respective panelboarl. ( ^ 3.Concrete encased electrode consisting of 20 feet of bare copper installed Dear the bottom of the foundation in direct Contact with the earth and bonded to the foundation steel at 5'0"intervals.Furnish and install 4"diameta concrete encasement WIRING DEVICES 3.Install the time clock adjacent to the lighting contactor. v where:wndation is nor available. 4.Install the photocell m the roof facing north. 4.Ground rods in landscaped areas A.SWITCHES:FS W-S-896-Rated 20 amperes.Switch,Toggle. 5.Ground ring endreling the building. Genwal ore map switch with toggle handle,20 amperes and 120-277 volts AC,white handle. r.ranernvc B.Pilot Light Type:Handle lighted red when"ON'. BONDING 1.Fumirh and'maan a crew-on mgravednweplete xin 1/4"whim Wins"n 61+d b"ckpmmd Q A.Bond together all equipment grounding Conductors and non-current carrying metallic parts of electrical equipment U hmag C- B.Bond together all grounding electrodes. RECEPTACLES:PS W-C-596-Rated 20 amperes Electrical Power Corrector,Plug,Receptacle,and Cable mules. J C.All bonding jumper cmnectiom shall be accessible. A.Straight-blade Receptacles:Type 5-20R,white nylon fore with 8 beckwve holes. mxnmate:tlatml, caxracroR VOLTAGE: Vda H.GPCI Receptacles:Type 5-20R,white nylon face. souRcn:emeA•1 C.Sorge Suppression Receptacle:Type 5-2011,Blue nylon face. COVERPLATES A.White nylon. ` B.Galvanized steel where surface mounted,in unfinished areas or above accessible ceilings. / LABELING Z v, A.Tape Labels:White adhesive tape with 1/4"typed black text,made with a commercially available label maker. 7 CONDUCTORS AND CABLES B.On each receptacle covemplate,provide a tape label indicating panelboard and circuit number. L C.On the back ofeach switch coverptate,provide a tape label indicating panelboard and circuit number. LLJ O CONDUCTORS:Stranded copper,type THHN/THWN,600 volt insulation. (L \ 2 U- (- MECHANICAL EQUIPMENT CONTROLS 0 O V A.Furnish and install raceway and conductors for thermostats.Install thermostats. ` U LL- B.Thermostats are furnished by Division 15. O C.Furnish and install a tape label on all toggle switches Controlling mechanical equipment.Indicate mace,voltage and bad served. / < Zo CL 0Qo � W - Q uO ' u ELECTRICAL UTILITY SERVICES A.Armuge with Utility Company f pemsement elccbic service.208Y/120 volt, (A3 phase,4 wire. 2 A LL- B. 1 Install service entrance in accordance with Utility Company's rules and regulations. O Let- 7 / � C.Meter Enclosure:NEMA'3R'in accordance with Utility Company's ogulations. 2: L_ \LI LLI 2 (/� w PROJ. NO.: 01029 DATE: 6/10/02 DRAWN BY: Cu CHECKED BY: JPF FILE:#### REVISION: PRELIMINARY NOT FOR CONSTRUCTION 00, FARREN SHEET ND. O THESE DOCUMENTS HAVE BEEN PREPARED FOR BIDDING PURPOSES ENGINEERING Inc. ONLY.THEY DO NOT DOES NOT HAVE COMPLETED SYSTEMS.FARR17.1 f ^ • ENGINEERING,INC.DOES NOT HAVE ALL THE INFORMATION ELECTRICAL ENGINEERS JREQUIRED TO PROVIDE COMPLETE DESIGNS OR DOCUMENTS.THE 270 N.27TH St.,Suite C,Boise,Idaho 83702 CONTRACTOR IS RESPONSIBLE FOR INSTALLING COMPLETE PHONE(208)429-1309 FAX(208)429-1308 SYSTEMS THAT COMPLY WITH THE NATIONAL ELECTRICAL CODE, www,Farrenfinginesring.com UNIFORM BUILDING CODE,UNIFORM FIRE CODE,NATIONAL FIRE ALARM CODE AND ADA ACCESSIBILITY GUIDELINES. PROJECT:02-021 GENERAL BUILDING INFORMATION a000 BUILDING CODE(S)OF RECORD:UNIFORM CODE FOR BUILDING CONSERVATION,1997 EDITION EXISTING UNIFORM BUILDING CODE,1997 EDITION HYDRANT UNIFORM FIRE CODE,1997 EDITION p0 FIRE FLOW 983 gcl/min BUILDING FLOOR AREA * a0 FIRST LEVEL 6,430 GROSS S.F. SECOND LEVEL 6,364 GROSS S.F. THIRD LEVEL 6,364 GROSS S.F. TOTAL 19,158 GROSS S.F. *GROSS SQUARE FOOTAGE-INCLUDES PROFp� 4 _4TH AVENUE SOUTH ALL BUILDING STRUCTURE AND CIRCULATION pp {� B C 0 A 44F AR-1OCCUPANCY SQUARE FOOTAGE OFFICE(S�,SECRETARY,CONFERENCE ROOMS, 12,637 S.F. EXISTING ALLEYWAY Y BREAKROOMS,WORKROOMS,STORAGE yROOMS,OPEN OFFCE,TENANT SPACES) STAIR STAIR OFFICE mBAccEssonY F ELEVATOR EQUIPMENT,ELECTRICAL ROOM(5) 3,101 S.F. z z F RESTROOMS,CUSTODIAL RDOM S,+ TELEPHO DATA ROOMS,LOBE(S) ELEVATOR LOBBY,FIRE PROTECTION SYSTEM,RISER RM. 4" STORAGE z1" OPEN OFFICE = BTOTAL SQUARE FOOTAGE: 15,738 S.F. 36" S-1 3s" OFFICE B w F 0 F��E y EECCTT�� NN a ® SI: ^per ELEV. O, SYSTEM, RISERORM. O` y O O° z STORAGE 5,993S.F. �4 EQUIP. MECH. BO O ELEVATOR 36" B, n" OFFICE CONF. BRK. . N �. B0 B° LOBBY 36' w S-I TOTAL SQUARE FOOTAGE: 5.9935.F. M A F F BULj A-3 O B , ® Oo TEL./ RESTROOM D V OTHER AREA: 00N �y O SERVV g0 CONF. ® TOTAL CIRCULATION,SHAFTS,AND STRUCTURE CI7 W LOBBY O BO ° B y (IN ALLOWABLE AREA CALCULATIONS INCLUDED 4,624 S.F. NLL 1 I JMPSON Z EXISTING ATB OCCUPANCY) H O BO 4" O zo BUILDIN HYDRANT co 11" FIRE FLOW ° R CEPTION LOBBY O 72" ® = 983 gal/min U F BO 1 -47tF W 3s" 0 0 LOBBY y 42 Q OFFICE — < _ • z © SEPARATIONS STAIR O J K. R J. O (UBC 505.1.2) 2 SIDES-AREA INCREASE Z ELE B EAST SIDE 50,-20'=30" STAIR STORAGE OFFICE n F F SOUTH SIDE 68'-20'=42' m BO M ° ° MAXIMUM ALLOWABLE-37.5%INCREASE Z)N O O O 50 o" U OFFICE ECRETAR OFFICE ® mM © F N� ° ° TYPE OF CONSTRUCTION IN (UBC TABLE 5-B) V-N N 36" If 4 _STH AVENUE SOUTH o ALLOWABLE AREAS CALCULATIONS m (UBC,SECTION 505) A OCCUPANCY B&S I B.BASIC ALLOWABLE AREA(UBC TABLE 5-B)(UBC 504.3) 16,000 S.F. C.SIDE YARDS x 50%(UBC 505.1.3) 22,000 S.F. D.MAXIMUM ALLOWABLE 22,000 S.F. BASEMENT LEVEL OCCUPANCY PLAN FIRST LEVEL OCCUPANCY PLAN E.AREAP PATIO (UBC UBC NOT USED FOR AREA INCREASE F.AREA RATIO(ONE STORY-UBC 504.3 AND HANDBOOK) SCALE: 1/16" = 1'-0" SCALE: 1 16" =1'-0" B,SIACTUAL 6,430 / FIRST LEVEL - =.58`I OK B/SI ALLOWABLE 11,000 G.AREA RATIO(MULTI-STORY-UBC 504.2,504.3 AND HANDBOOK) ( I'� SITE PLAN/ 6/SI ACTUAL = 6.430 v FIRST LEVEL =.29 B/S-I ALLOWABLE 22,000 FIRE HYDRANT/FIRE FLOW PLAN 29+UBCHANDB �2 OK B/5•I ACTUAL 6.434 f (UBC HANDBOOK, Q SECOND LEVEL = =29 NOT TO SCALE B/S-I ALLOWABLE 22,000 EXAMPLES 504.1 AND 504.2) BIS-I ACTUAL 6.434 THIRD LEVEL = =.29 B/S-1 ALLOWABLE 24000 B c D A B c D m ALLOWABLE HEIGHT AND STORIES ` FIRE FLOW REQUIREMENTS (UBCTABLWA1 TYTORIEPE V-NS+� r BASIC ALLOWABLE: 2 STORIES AT �J (1)ADDITIONAL STORY INCREASE FROM UBC SEC.506-AUTOMATIC SPRINKLER SYSTEM L FROM TABLE A-III-A.I(UFC 1997) 5 Oy O w FOR BUILDING SQUARE FOOTAGE:19158 S.F.-TYPE V-N �a ACTUAL HEIGHT AND STORIES 0— 7 CONF. OFFICE OFFICE s L STAIR STAI R REQUIRED: AND(4)HYDRANTS GAUMIN WITH(3)HOUR FLOW DURATION —L HIGHEST POINT 38'AT HIGHEST ROOF PARAPET © B F AND(4)HYDRANTS(FABLE A-III-B-I). �vw�.�.� /O�S�e�'�7SF 3STORIES AT O z z EXCEPTION: 5.2 BUILDINGS OTHER THAN ONE-TWO FAMILY DWELLINGS. 3pOS�rsu ?S'.31 S +� � OO O WRK. RM. ,° REDUCTION UP TO 75%,AS APPROVED,IS ALLOWED / .o�* O O STORAGE RECP. OFFICE B O FOR BUILDINGS WITH APPROVED AUTOMATIC y�/ �< 9" 0 0 to" O TENgANT SPRINKLERSYSTEM. FIRE RESISTIVE REQUIREMENTS z U B 36" B SECT. B 36" F ALLOWED: 3750 x.25=937.5 GAUMIN P O OB ° ° OR 1500 GAUMIN MINIMUM THE INFORMATION LISTED BELOW IS A REQUIREMENT OF THE CONTRACT DOCUMENTS STORAGE __ O O O WITH(2)HOUR FLOW DURATION //''��• AND(1)HYDRANT(TABLE A-1 I I-B-1). I..L O g OFFICE STORAGE STORAGE TYPES OF CONSTRUCTION Q z O STORAGE F g g AT 1500 GAUMIN AND 983 x 2=1%6 GAUMIN. O B s AT EXISTING HYDRANTS),THE FIRE FLOW MEETS CODE (UBC TABLE 6-A) ' H RESTROOM (D RESTROOM > 20 BUILDING ELEMENT TYPE V-N Z < 0 z B0 OFFICE BO CONF. — F F I. BEARING WALLS-EXTERIOR NW✓/ 2. BEARING WALLS-INTERIOR N li ,y O CONE. O BRK. RM. 18 0 ° CONTRACT REQUIREMENTS RELATIVE J LOBBY RECP. B OFFICE B LOBBY 3. NONBEARING WALLS-EXTERIOR N BG O BG RECP TO BUILDING CODES AND THE WORK 4. STRUCTURAL FRAME N (((^ LLL Q © F B li CUST. I. ALL WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE UBC(UNIFORM 5. PARTITIONS-PERMANENT N O Z° 10" BG u O O 9" SECT. OFFICE 36" ISRK. BUILDING CODE),THE UFC(UNIFORM FIRE CODE),AND LOCAL JURISDICTION 6. SHAFT ENCLOSURES CUST, g REQUIREMENTS. N `_ 36" F F 7. FLOORS AND FLOOR•CEIUNGS N — B 2. ALL PLUMBING WORK SHALL BE INSTALLED PER THE UNIFORM PLUMBING 8. ROOFS AND ROOF-CEILINGS N 2 V LJ,J STAIR STAIR op OF OFFICE CODE AND LOCAL JURISDICTION REQUIREMENTS. 9. EXTERIOR DOORS&WINDOWS (SEC 606.3) OFFICE B F 10. STAIRWAY CONSTRUCTION (SEC.a06.4) F 3. ALL MECHANICAL WORK SHALL BE INSTALLED PER THE UNIFORM PROJ.NO.: 01029 e e O O MECHANICAL CODE AND LOCAL JURISDICTION REQUIREMENTS. BUILDING ELEMENTS SHALL HAVE THE FIRE-RESISTNE REQUIREMENTS INDICATED. DATE: 08102 O O O TENANT OFFICE OFFICE OFFIC OFFICE 4. FOR ELECTRICAL WORK AND RESPECTIVE CODE REQUIREMENTS REFERENCE ADDTIONAL FIRE-RESISTNE RATINGS(ASSEMBLIES)ARE REQUIRED AS INDICATED DRAWN BY: L.W. F F F F F SHEET E5.0. ON OTHER DRAWING SHEETS. CHECKED BY: S.J.S. FILE 01029AO03 S. THE ENTIRE BUILDING SHALL BE FIRE SPRINKLERED BY THE CONTRACTOR. IN ALL CASES,THE MORE RESTRICTIVE ASSEMBLY SHALL GOVERN. REVISION: 7 PROVIDE A COMPLETE SYSTEM AS REQUIRED TO MEET CODE. ALL FIRE SPRINKLER WORK SHALL BE APPROVED BY THE STATE FIRE MARSHAL AND THE LOCAL FIRE DEPARTMENT. THE SYSTEM SHALL BE INSTALLED IN COMPLIANCE LEGEND WITH THE UBC,UFC,AND THE HFPA. FINAL TESTING OF THE SYSTEM SHALL BE WITNESSED BY THE FIRE MARSHAL AND LOCAL FIRE CHIEF. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SPRINKLER SYSTEM DRAWINGS(AS PER HFPA 13)TO AUTHORITIES HAVING O • ROOM UBC LOAD X. O REQUIRED EXIT WIDTH SHEET NO.: SECOND LEVEL OCCUPAN PLA THIRD LEVEL OCCUPANCY PLAN JURISDICTION FOR REVIEW,COMMENT,AND APPEAL. COPY THE ARCHITECT X„ (AS PER UBC TABLE 10-8) va AND OWNER WITH THE APPROVED SET OF DRAWINGS. TENANT a ROOM TITLE ACTUAL EXIT WIDTH SCALE: 1/16" = 1'—O" SCALE: 1/16" — O" © • (PER UBC CHAPTER 3) _ . . — . . _ 0 PROPERTY LINE AO.03 d' OCCUPANCY CLASS N HOUR FIRE RESISTIVE 0 CO CONSTRUCTION n REFERENCE NOTES Q GENERAL NOTES ` 1. TROWLED TOOL GROOVE JOINT. 15. EXISTING CONCRETE STAIRS TO REMAIN AS IS. 1. EXISTING RAMPS EXCEED CURRENT CODES FOR MAXIMUM SLOPE. BOTH RAMPS ARE NOT BEING UTILIZED 2. CUT INITIAL JOINT, APPLY BROOM FINISH AND RETOOL 16. 6"WIDE C.I.P. CONCRETE END WALL BEYOND. POUR FOR ACCESSABILITY FOR THE DISABLED OR PHYSICALLY JOINT. AT SIMILAR RAKE AS STAIRS. CHALLENGED. EXISTING ALLEYWAY 3. SELF LEVELING POLYSULFIDE SEALANT. 17. PLANTING BEDS. COORDINATE LANDSCAPING 2. EXISTING PIPE HANDRAILS DO NOT MEET CURRENT BY CITY OF TWIN FALLS,IDAHO ` PROJECT LIMITS MATERIALS AND IRRIGATION SYSTEM WITH OWNER. ALL CODES. HANDRAILS ARE BEING MAINTAINED FOR HISTORIC 4. TOOLED CONTROL JOINT. COORDINATE FINAL PLANTINGS SHALL BE IN COMPLIANCE WITH CITY OF TWIN PRESERVATION/RENOVATION AS AN ORIGINAL BUILDING 17 5-0 LOCATIONS LOCATIONS IN THE FIELD WITH ARCHITECT. FALLS ZONING ORDIANCE. INCLUDE A LINE ITEM FEATURE FOR THIS PROJECT/DISTRICT. NEW STAIRS AT 6' ALLOWANCE FOR LANDSCAPING AND IRRIGATION SYSTEM IN NEW ENTRIES/EXITS WILL BE IN COMPLIANCE WITHE9y7 P 5. ISOLATION / CONSTRUCTION JOINT. YOUR BID. DESCRIBE PLANT MATERIALS AND IRRIGATION CURRENT UNIFORM BUILDING CODE 1997 EDITION AND ' I SYSTEMS WITH THE ALLOWANCE BREAKOUT. WORK TO BE SHALL COMPLY WITH CABO/ANSI Al 17.1 - 1992. I 6. CAST IN PLACE CONCRETE CURB. INCLUDED IN THIS CONTRACT. 3. FIELD COORDINATE PROJECT LIMITS OF SITE WORK 7. PLANTING / SIDEWALK AS OCCURS. PROVIDE 18. POURED IN PLACE CONCRETE STAIRS. CONCRETE SIDEWALKS/CURBS WITH OWNER AND CITY OF 12 ISOLATION / CONSTRUCTION JOINT WHERE SIDEWALK 19 CONCRETE FOUNDATION SYSTEM. TWIN FALLS, IDAHO. OCCURS. Al 01 ii 8. PLANTINGS WHERE OCCURS. 20. FIELD VERIFY FINAL RISE/ RUN IN THE FIELD WITH FIELD VERIFY ALL DIMENSIONS/CONDITIONS PRIOR TO W 1 WORK. COORDINATE ANY CONFLICTS WITH ARCHITECT THE ARCHITECT. A701 8 PRIOR TO WORK. 9. CURB LINE ON PLAN. 21. HISTORIC POLE FIXTURE TO MATCH TYPE BEING USED 10. HOT MIXED ASPHALT PAVING BY CITY OF TWIN FALLS, IN CITY OF TWIN FALLS HISTORIC DISTRICT. IDAHO. COORDINATE WITH OWNER AND CITY. 22. ACCESS TO EVEVATOR LOBBY FOR THE PHYSICALLY 2 11. EXISTING RAMP TO REMAIN AS IS. CHALLENGED. TYP A1'01 oI 12. NEW 4" THK. C.I.P. CONCRETE SIDEWALK. 23. NEW CONCRETE STAIRS. RE: 3/A1.01. N NO N I 23 < 11 13. EXISTING SIDEWALK. 24. NEW STEEL GUARDRAIL/HANDRAIL SYSTEM. mj Od. 14. EXISTING LOADING DOCK TO REMAIN AS IS. 25. EXISTING GUARDRAIL/HANDRAIL SYSTEM. 00Q m o 24 w 26. ADA CABO/ANSI COMPLIANT ACCESS RAMP. Or�j 27. STANDARD PARKING STRIPING BY THE CITY OF TWIN So 3o FALLS. N 32 28. STEEL HANDRAIL SYSTEM AND COMPONENTS. PAINT CI� JG 29 - 22 SYSTEM PS-3. N< 29. FIELD VERIFY DIMENSIONS IN FIELD PRIOR TO I- m 32 CONSTRUCTION OF NEW SITE IMPROVEMENTS AND 2 STAIRWAY. ALIGN AND CENTER STAIRWAY ON NEW ENTRY r , A1.01 DOORS. \.! 21 OW 30. INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED 17 BLUE N WHITE BACKGROUND. L u 31. FINISH GRADE ELEVATION. RE: CIVIL DRAWINGS. � Q 17Q w 32. PAINTED 1-1/2" DIA. STEEL PIPE, CENTER SIGN ON O 10 I 4 WIDTH OF STALL AND MINIMUM OF V-6" CLEAR BEHIND oL CURB, EMBEDDED 18" INTO CONCRETE FOOTING/BASE. Z Al 3, r d (� 7 m m &4 U �� rE OF AIR P 2S FIRST FLOOR yr 2 i i i i i N 2 3/8"To 1/2" A2Z m m DATUM= 3752.40= F.F. BENCHMARK 2" 2" 3 °°oF.F. _ +100"-0" "B"BOLT ON FIRE HYD. QNNOELEVATION 8i37515817I 14 4 d 5 p 20'-0" 24 I (b q !/ EDGED EXPANSION JOINT EDGED CONTROL JOINT z1 zs 29 12 CONCRETE SIDEWALK 13 L TYPICAL JOINT DETAILS u ^ 1 LE: 3"SCA = 1'-0" o,ozg,ou 7V 27 17 L o II 3/8"TO 1/2"1 1 1 2_y. Q 9 A 01 p V Q 26 3 r-(e) 21 Z \i 6 "'J 4. U)('LJ AS OCCURS 8 D 0 1y J 10J \l 2 W A1.01 z5 0 a -I f-III a LL LL III Z L11 to z5 15 P 4° Q P - _ - - z 111- �� O O Z ILTI_ - HT�IL -I= 26 12 0 J 78'-2 3/4" FLED VERIFY VERTICAL CURB O BY CITY OFTWIN FALLS,IDAHO ` PROJECT LIMITS SCALE: 1 1/2" = 1'-0" o,ozo,o,e ¢ o > � a w 2 SIM. 07 A6.02 L STH AVENUE SOUTH _ Lu Z J 2 A6.02 SIM. �I 28 U Q Q 0 LL 0- p zM I H T.O. CONCRETE TN , 30 ti 12 ` • ® PROJ.NO.: 0I029 EXISTING BUILDING w o w DATE 08/02 I a - 31 DRAWN BY: G.U. �• O in G'_ M 16 ti w • o CHECKED BY: S.J.S. 0 32 FILE: 01029A101 � REVISION: t � \�a T.O. CONCRETE 18 � I u E I e --- 19 I, 8" I- SHEET NO.: a PROJECT N NORTH HANDICAP IGNAGE A1.01 ENLARGED SITE PLAN W E 3 TRUE STAIR SECTION PARKING SV-0" SCALE: 1/8" = 1'-0" NORTH SCALE- 1/2- = 1'-0" o,osam n SCALE: 1-1/2" = -0 aao amc N i S 5 REFERENCE NOTES 0 °° I A 1. PROVIDE WATER RESISTANT GYPSUM WALL BOARD THIS SPACE. TYPICAL. "0 2. PROVIDE SOUND BATTS FULL THICKNESS OF WALL o40 6.02 CAVITY. 2 3. WALL TILE. RE: ROOM FINISH SCHEDULE, SHEET 10 ,o o I A6.01 A8.01. RE ;EIVE0 I _ ___ ___ 5 WALL HUNG URINAL SCREEN COLOR AND STYLE TO -- - - - --- --- --- - - - - - ---- - - - 16 20 ,s 4. COVE BASE TILE. TYPICAL. 106 B SELECT D BY ARCHITECT. 02 Up .� DN �� 6. FLOOR ANCHORED OVERHEAD BRACED TOILET pRpF ary 'n AN FALLg t I 1 t PARTITIONS. COLOR AND STYLE TO BE SELECTED BY ,a` j Oul,,;taODEPT .. , 1 13 13 ARCHITECT. 001 v ITS i 1 29 2 , p Y9 7. 1-HR. CONSTRUCTION. 6. HOT WATER HEATERS. COORDINATE SIZE AND AR-9535 NUMBER WITH BUILDING AND HOT WATER NEEDS. DESIGN B OFFICE OPEN OFFICE OFFICE z BUILD BY PLUMBING CONTRACTOR. 6.02 I 1 03 4'- OFFICE 104 105 O 9. DASHED LINE INDICATES ELECTRICAL/MECHANICAL CHASE AT CEILING/ OF Y� m 1as , FLOOR ABOVE. CHASE SHALL BE os STAIR - _ I -UP _ _ °' - 17 -N -- -_� CONTINUOUS TO ROOF DECK AND MAINTAIN A 1-HOUR ENCLOSURE. 1 DN 10. 6" CONCRETE MASONRY UNIT INFILL. AT EXTERIOR ,• < °' 107 SACK C.M.U. SMOOTH FINISH TO ADJACENT CONCRETE i i2 I 2 o WALL, TYPICAL. (-I STRUCrYot�1 `_--- LIBRARY I ^ Q-�^ O 11. EXISTING CONCRETE FOUNDATION WALL. STORAGE OFFICE 6 z 12. EXISTING PLASTER/LATH WALLS TO REMAIN. PATCH 1 004 I 106. T-4" 2 107 AND REPAIR ALL DAMAGED AREAS AS REQUIRED. ADD _ NEW WHERE PLASTER IS MISSING, SO WALL IS ONE EVEN 18 17 3 PLAIN. FIELD VERIFY. 13 13. REMOVE PAINT TO EXISTING BRICK (EXTERIOR WALLS) OF SPACE WITH APPROVED CLEANING AGENTS - CONSULT CO -_-_-_-_ _-_-_ ----- _ -------- _-_- " " _ _-- _-_ 1 WITH ARCHITECT. FIELD VERIFY ALL WALLS AT FIRST ------- - - - - FLOOR. cn 14. EXISTING HANDRAIL/ GUARDRAIL TO REMAIN - PREP. ao C 2 p 2 AND REPAINT. COLOR TO BE SELECTED BY ARCHITECT. d• 6.02 ' 2 15. DOOR PER FLOOR PLAN. 0� MECHANICAL OFFICE 16. RADIUS POINT. =a4 C 007 is 108 4 13 1/ 17. PROVIDE 3" x 3"TUBE STEEL POST, PS-3 AT ENDS Q� 6.02 9 ELEV ' 1 OF WALLS AND 5'0" O.C. FLOOR MOUNTED FOR HALF 0" 78 5 S to VEST. --- - 10e A2.01 WALL STABILIZER IN STUD CAVITY. TYPICAL AT HALF Cn " 109 35 ` --- io a0 24 WALL(S). Lw< ,os l a .1 I I 18. NO SOUND ATTENUATION BLANKETS OCCUR AT THESE LL 4 1 WALL TYPE(S). m ;'..,' E -: ------ --- - �/ 19. EXISTING VAULT. 2 22 \J 01 I 2v� H z CONFERENCE ROOM 14 20. WOOD PANELING FLUSH TO WALL. r 1 18 5 I 5 18 I 21. AT TH. FOOM CHASE TOP OF WALL WILL NOT U e SYSTEM BRIBERY RM. I +oo CUS ( � 2 112 TYP' RECEIVE DETAIL TRUCTION TIGHT TO CLOSE RATED WALL VgTOR H 18 60 D 006 1 116 FD ®' I A2 02 J O 22. NO WO D BASE TBLOCK NG AT EXISTING DTHESE V..1 l p;� EQUIPMENT I I SMALL 112 A202 N ROOMS/WALLS/CHASES. 1 t16 I W ICONF. RM. 20 25 -- 23. SURFACE MOUNTED FIRE EXTINGUISHER, 10 got ABC. O 1( 005 1 1 H 5 5 18 O - EXTINGUISHER CAB AND 22 007 ore 1 _ 1 1 �-j I- FIRE EXTINGUESHER,ES FIREcREABCIN CABINET Q '' -- - ---- '' - - 1 O CONCEALED MARKERBOARD CABINET HIS ce 5 + 110 I 111 + J SIM. 5 5 zs. N AT T ' 3s ,u '� 'I ` ---- �� WALL. T oos 2- 2 3' 2'-3, FEZ,-3" 2'-3" 2' 3' 1 2 1 O DN 4'-0" 5'-9" 5'-11" 5'-11" 5'-9" 1 F 10 26. PLUMBING SYSTEM IS DESIGN BUILD. CONTRACTOR Z 2 2 TO PROVIDE A COMPLETE PLUMBING SYSTEM TO ALL N 1113 1 RESTROOM FIXTURES AND SINKS, AND DRAINS AT OTHER Q a RECEPTION) I LOBBY ROOMS IN THE BUILDING. ALL FIXTURES SHALL BE ADA mM J; 00c o10 0,1 mz DN LOBBY 1 114 T 115 COMPLIANT, COMMERCIAL GRADE WITH POLISHED CHROME U �� 11. 1 22 me 23 • 7 `1 TEL./SERV. 1113 113 1 114 I I ns FITTINGS. INSTALL IN COMPLIANCE WITH THE UNIFORM V^ I" LOBBY ELECTRICAL I n o3 011 I F 2 ( 7 PLUMBING CODE AND LOCAL JURISDICTION. o� 003 p 1 4'-7" 8'-1" 27. PROVIDE SAFETY COVER AT SINK SUPPLY AND 00 006 I o 35 I _--- I c WASTE LINES FOR ADA COMPLIANCE. "HANDY-SHIELD" 1n - -- -- s. -- - - ----� - - - -- I - - - OR EQUAL. �o 1 •; 2t I o I I 28. RE: ELEVATION M/A2.02. Q NN STEEL L 11 1 22 O 22 22 TEL./SERV. I I " MENS � �J o2 112 2 2 SLIDING INTERIOR 6 RST EL S UDSR OUTNAT EI6"TI C A2. O.C.NG WITH 5/8" 012 I 1 1 t I BREAK RM. I q TYPE "X" 6 WB AT INTERIOR WITH VAPOR RETARDER, R.19 STAIR I„; zz , 7 7 7 7 7 STAIR 00z 1 I 102 I 1 119 ^ 7 OFFICE O O UNFACED BATT INSULATION, 5/8" GYPSUM SHEATHING, 002 I 1 TI ° 102 2 FD 2a 120 Az.o2 AND 15 Ib. BUILDING PAPER AT EXTERIOR SIDE OF FURR OUT (BEHIND STEEL DOOR), TYP. ADEQUATELY SEAL OFF -- - -- - - - - - -- ----- 6.7 I 21 ---- EXISTING DOOR TO ANY POTENTIAL WATER/MOISTURE m a 1zo 13 PENETRATION. _ I I I B to UP - -C-�- - - -- -- --- ---- ----�7 -- - - - m - - --- - -�7 � TEL./SERV. I _4 `-- -- AT-O2 _1 ' p I. I g 010 � I 1 A2o1 WORK ROOM T ,23 z W s.o2 I, 1 10 s.o2 OFFICE I I 7 122 22 2 GENERAL NOTES I I I 1 STORAGE 123 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN I ` I TEL./SERV. I i 121 FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS 1 I 009 O +z1 `� 12 O AND THE CENTERLINE OF METAL STUD FRAMED WALLS. 7 FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. L _____ `' ___ _ 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP V rJ ` J 6 ` O' 1 lO DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT z7 2 2a 1zs 2 PRIOR TO WORK. A6.01 I_ A6.01 r I I OPEN OFFICE ( 3. ELECTRICAL CONTRACTOR TO PROVIDE Z 0- OFFICE125 OFFICE O ELECTRICAL-POWER/TEL./DATA/LIGHTING SHOP DRAWING, - 6.02 LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO 6.02 I STORAGE I I 124 126 o WORK. Q f 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL O 013 ,2 2 12 2.-5, 12 Z REINFORCING AND SIZES. - 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. O 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL -- - - - ------ -4-------- ---, ------- y 1 -------- ------ - - - --- - - COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY \J 1zs \/ STANDARDS" FOR CONSTRUCTION AND FINISHES. �✓ O O O O O ,s BLOCKING DI FURRING, AND NATE SIZES N D LOCATIONS OF FRAMING, TO ENSURE ' THAT CASEWORK CAN BE SUPPORTED AS INDICATED. 8. CASEWORK FINISHES WILL BE SELECTED BY w-_-_-_-_ _-_-_-r-_-_-_-7-_-_-_-El- ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE PRODUCTS. 7 9. INSTALL CASEWORK LEVEL, PLUMB, TRUE, AND L STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. Q 14 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE " ' `" "' ' ACCURATELY ALIGNED AND OPERATE FREELY. W TYP. 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. w 12. ALL HARDWARE COMPONENTS SHALL BE STAINLESS STEEL, SATIN FINISH. US32D, BHMA 630. r v 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO WORK. LL O 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT PERIMETER WALLS TO BE CLEANED OF ANY EXISTING O PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. ` ` BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE V DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE O HISTORIC PRESERVATION OFFICE. Q 6 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN Lu PROJF PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD NORTH T PROJECT'NORTH SLABS ARE TO BE CLEANED OF AYY EXISTING PAINT, O �\ EXPOSE CONCRETE TO ORIGINAL FINISH. BASEMENT FLOOR PLAN W N E M 27 FIRST FLOOR PLAN W N E WALL LEGEND O Q Qp Z SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" W 77 S ^" S � LJ n A6IO2 BULDING SECTIONS, RE: SHEEP U O J 0 1 7 21 22 5 5 5'-0 1/2" 3'-0" 3'-5" 3 L 4 cC (4 N 110 /� O I.i_ Z O O A5.01 TYPE, RE: SHEET 4. F- z O 7 21 22 - -- - - - --H-- 4 A �sc -i EN'S RESTROOM 26 304 ", - 2 7 21 22 0 a F 1/4" = 1'-0" mazezou O STEEL FRAME / ALUMINUM WOOD = V 15 CLAD WINDOW, RE: A3.01 & A3.02. B 0 A2.ot a ,r 7 D 1 FD a t 2q ❑ e O DOOR NUMBER, RE: A8.01. PROD.NO.: 01029 e10 r 3'-0" 7k r 3'-6° * DATE: 08102 in .01 A 5 m DRAWN BY: L. °i F a B `a ❑ o e CHECKED BY: S.J. C 5 6 1 2g B C - N N lV iv a jzl STEEL STUD AND GYPSUM FILE: 01029A20 D BOARD WALL. RE: WALL TYPES. _ / REVISION: M1 15 I �j H AA QB CQ QD A QG A. QJ o EXISTING C.I.P. CONCRETE WALL/ H , ih COLUMNS. Q 10/14/02 rs a I , 2 7 21 22 27 M 8-8806.99 x 38 8-8806.99 x 42 B-2888 B-254 B-211 8-282 B-293 8-293 x 34 � '? 0 F z I A GRAB BAR PEENED GRIP (36") G .PAPER TOWEL DISPENSER AND NEW CIP CONCRETE WALL/COLUMN. ❑ - B GRAB BAR PEENED GRIP (42") ----- - - 1 CIA7 •...I,•. C TOILET TISSUE DISPENSER .WASTE RECEPTACLE ) H ,TILT MIRROR 24"x36"ADA COMPLIANT 5 1 D SANITARY NAPKIN RECEPTOR J CUSTODIANS UTILITY SHELF 5 2 SYMBOLS LEGEND 21 22 1 2 7 21 22 3 3'-5" 3'-0" 5'-0 1/ TOILET ACCESSORY F SOAP DISPENSER (WALL MOUNT) £ " 2" SHEET NO.: 21-4" 110 21'-4" 118 116 MOUNTING HEIGHTS 213 222 4 O SCALE: 1�4" = 1'-0" O O FIRE EXTINGUISHER. a ENLARGED RESTROOMS � ENLARGED REST � MEWS RESTROOM O 310 ALL ACCESSORIES SHALL BE STA A r//�� 304 310 26 FASTENERS. RECESS WHERE W.' / \`.O INSTALL 0 HEIGHTS COMPLIANT`...--_ PLUMBING DRAWING. i , "BOBRICK"TOILET ACCESSORIES FLOOR DRAIN. ING SCALE: 1 4' = 1'-O" - 1'-0" SCALE: 1 4' = 1'-0" olozszme m � / � SCALE: 1/4' - � / B ° ° REFERENCE NOTES 0 °' o� 1. PLASTIC LAMINATE CLAD COUNTERTOP AND 4"TALL BACKSPLASH. PROVIDE LAMINATE CLAD SUPPORTS AS 0000 INDICATED. 2. PLASTIC LAMINATE CLAD BASE CABINETS. PROVIDE PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY A A STANDARDS AND 6" DRAWER. UNIT 24" DEEP. 3. PLASTIC LAMINATE CLAD UPPER CABINETS. PROVIDE 6.02 6.02 PLASTIC LAMINATE ON ALL EXPOSED TO VIEW SURFACES. I I 4 I PROVIDE ADJUSTABLE SHELVES ON HEAVY DUTY A6.01 A6.01 R0 �7 II II o 3 STANDARDS. UNIT 14" DEEP. -- -- I 25 zs 25 4. FILLER PANEL.5. ALIGN UPPER CABINETS WITH BASE CABINETS - - - -. TYPICAL. AR-1535 6. PROVIDE PLASTIC LAMINATE AT ENDS OF CABINETS. A2.02 O K TYPICAL.7. PROVIDE 3x3"TUBE STEEL POST AT ENDS OF WALLS OF 1 AND AT 5'-0" O.C., FLOOR MOUNTED FOR HALF WALL 31PP CONE, ROOM OFFICE 2 OFFICE I STABILIZER IN STUD CAVITY. TYPICAL AT HALF WALL(S). WORK ROOM 122 B I 203 2 204 205 B I 8. RE: DETAILS 3 & 4/AB.02 SIM. M11vPeFzy A + m - 9' DASHED LINE INDICATES FULL-SIZE REFRIGERATOR NcT• 'Po2 SCALE: 1 4" = 1'-0" 01M0202A 6.02 / 6.02 I 2 MICROWAVE OVEN. OWNER FURNISHED, OWNER I i205 I I NSTALLED. �NST1ZU c,T1o1J LIP zos zoa _ STAIR I - - _ - CO 1"THICK LAMINATE CLAD MICROWAVE SHELF. DN 2 CONFIRM MICROWAVE SIZE WITH OWNER. STAIR I 0 z-6" _8 0 2 301 I DN O 1111. PROVIDE SOUND BATTS FULL THICKNESS OF WALL 201 20 2 a 2 I 3o I 12. STEEL LADDER. PAINT PS-3. RE: DETAIL 4/A2,04. t I 4'-5 1/2" l -_J 1 13. WINDOW PER WINDOW TYPES. ----- " RECEPTION OFFICE 19 ---- a 303 TENANT AREA 24 14. 5/16 THICK STEEL PLATE ASSEMBLY PER Q Ot 1 zoe 206 25 1 3 3 208 303 DIMENSIONS. SECURE TO SOLID BACKING AT WALL AND MO 1 TO COUNTERTOP. CL OFFICE 7 25 15. CONTINUOUS 2"x2"TUBE STEEL (CONCEALED) FULL �4 207 - o Y08 O LENGTH OF COUNTERTOP, O 7 ^ -1 - /� _ - - _ _ 1 . SIGNAGE BY TENANT/OWNER. 17. 4'-0"H x 8'-0"W MARKERBOARD. Q� 18. PLASTIC LAMINATE TRAY WITH BOTTOM HINGED FLIP Q� C 7 2 212 2 C - 2 DOOR - (2) TOTAL (f) 1 0 6.02 5 S AG _____ iv 6.02 5'-9" 19. BIFOLD VERTICAL GRAIN VENEER PANEL DOORS - (3) WLL 209 zo9 OFFICE PAIR TOTAL. ALLOW FOR ALL BIFOLD DOORS TO STACK _ _ _ _ 21 0 O 2'-10" 1 I 11 0 N ze 1 za AT BOTH SIDES WITH THE FLEXIBILITY FOR EACH PAIR TO F- O a I 1 7 STORAGE 1i p 211 7 5'47 > 212 9 A2.01 BE INDEPENDENT. m /� j`-63t 20. OVERHEAD PULL DOWN PROJECTION SCREEN. VERIFY -n ��--- - A2.01 a �--- - U -- 2,0 SIZE WITH OWNER. A2.02 z+, 1 ----- 21. 18"x18"VERTICAL GRAIN DOUGLAS FIR WOOD 2 I - ��4 ) PANELING WITH 1/4" REVEALS BETWEEN EACH PANEL. W 3'-0" 3'-0" 3'-0" a - - - 4 - - - - U RE: ELEVATIONS FOR GRAIN CONFIGURATION. STORAGE I I I r l E A2.02 I I I I 2 22. VERTICAL GRAIN DOUGLAS FIR PANEL RETURN. ALIGN 27 I 229 I I I 7 2 I 3n I I I L A2.02 2 REVEALS HORIZONTALLY. RE: DETAIL 10/AB.02. 228 I I WOMEN 7 STORAGE I I I WOMEN I z O 23. STEEL PLATE AT CONCRETE BEAM FOR DROP DOWN STORAGE II 213 REAK RM2+aI i ro OF2F1I5C E 19 II II I 304 I CONF. ROOM CLOUD. RE: REFLECTED CEILING PLANS. OK ROOM 24 n 24 STAINLESS STEEL SINK IN BASE CABINET. MIN 305 306 SIZE. COORDINATE WITH PLUMBER. REFERENCE F 0) ___*I_�SCl/4" 1 -0" 01"2°B SHEET A2.01, REFERENCE NOTE #26. ZQ, [7]r T I I I 21 I 218 o zts I I I 25. RE: ELEVATION M/IS LOCATION. y Q -I O c I I I I 3os `'oe 7 26. WALL STEPS AT THIS LOCATION, ca m r - - - - - 7. RUBBER WALL BASE. ----- - I N -8,-0„- .. 8.-2.� 5 I 2 ( ?Ln N 9 371 218 I L' O CONE. ROOM 39 3G8 I F 2'_6" ,-6 �/ v U^ If 2 88 ro z //-��I I 26 - 2 �/ Ov 38 I l� RECEPTION 2 m OFFICE LOBBY I v LJ mm 3 LOBBY I 9 I 307 RECEPTI 7 3 7 za Lw°D / \ 38 I 216 I- n 217 1 2 .1 219 ro I 308 - I� 307 zs •-8"q-2• Q NN 9 a I 2'-2" - a it a I 25 i F 2 6" '� 219 I I`t F 2 O 2a 0 10 I.1 ---- a - ___ 39 1z I J O ---- _ _ RECEIVED J CUSTODIAL I 1229 22a CUSTODIAL I 13 I 7 i OCT 16 2002 I I 2 2 309 I i 3 NS 10 CITY OF WIN FALLS o I I I I OPEN OFFICE clrroFTGDEPT.s u, M S OFFICE I 0 \ z I 22 j OFFICE 224 9 STAIR I 2 I I 311 za 4 31 zoz 30e - 3oz 312 I A2.02 F 3 7 2'-6" 2 STAIR zzs i 223 4'-5" ro 31I L-J I � s 27 202 pN DINI I 7 lup BREAK ROOM „9 I z-- -- 2 ® 228 2 5 ; ; 2-- -- 23 Co1o29mc �•01 OFFICE A2.0t zs SCALE: 1/4" = 1'-0' 6.02 i i 8'-4 1/8' 2 226 6.02 i EN OFFICE BREA3 3R00 3 3 7 I GENERAL NOTES I I I 12 1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN ro 18 I o -4" '-10 0, OO FROM CENTERLINE OF STRUCTURAL CONCRETE COLUMNS 7 El 331 0 ® ry � 34 I 3 7 •1 AND THE CENTERLINE OF METAL STUD FRAMED WALLS. 3 a - - - .I - U� _ _ a _ FIELD VERIFY CONCRETE COLUMNS AND WALL THICKNESS. `- - -- - 314 sts 2. MECHANICAL CONTRACTOR TO PROVIDE HVAC SHOP p 7 ze 227 2 8 29 S18 DRAWING, LAYOUT, AND EQUIPMENT DATA TO ARCHITECT 2'-6" 2'-6" N ns.o1 C 1 TENAN AREA A6.01 C 2 z 2 PRIOR TO WORK. J 0 FFICE 3. ELECTRICAL CONTRACTOR TO PROVIDE 6.02425 227 A6.02 2s n OFFICE OFFICE OFFICE ELECTRICAL-POWER/TEL/DATA/LIGHTING SHOP DRAWING, 1 I 2 314 315 4'-4" 316 I LAYOUT, AND EQUIPMENT DATA TO ARCHITECT PRIOR TO 5 WORK. 4. RE: STRUCTURAL DRAWINGS FOR STRUCTURAL m REINFORCING AND SIZES. 1 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO WORK. a �., - - _ _ -- _ 6. ALL INTERIOR ARCHITECTURAL WOODWORK SHALL n n n z2 zz 22 COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALIN PROJECT PROJECT STANDARDS" FOR CONSTRUCTION AND FINISHES. 7 w 2 3'-0" 3'-0" 3'-0" a NORTH NORTH 7. COORDINATE SIZES AND LOCATIONS OF FRAMING, ` N N BLOCKING, FURRING, AND REINFORCEMENTS TO ENSURE w 27 SECOND FLOOR PLAN THIRD FLOOR PLAN THAT CASEWORK CAN BE SUPPORTED AS INDICATED. �SC /4- ROOM A CASEWORK FINISHES WILL O SELECTED BY AB W E W E ARCHITECT FROM FULL RANGE OF MFR. AVAILABLE _ {L PRODUCTS. r O D211 SCALE: 1/8" = 1'-O" 6 SCALE: 1/8" = 1'-0" 9. INSTALL CASEWORK LEVEL, PLUMB,TRUE, AND o+ozezozo STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. LL_= 1'-O" TYP Ae.oz S S 10. INSTALL CASEWORK DOORS AND DRAWERS THAT ARE O ,✓ 10'-8" 14'-8" ACCURATELY ALIGNED AND OPERATE FREELY. O L.L FIELD VERIFY FIELD VERIFY 11. PROVIDE WIRE DOOR PULLS ON ALL CASEWORK. w _ - 12.ALL HARDWARE COMPONENTS SHALL BE STAINLESS 7 ( , 19 ,9 23 STEEL, SATIN FINISH. US32D, BHMA 630. L v 1/8" •_g^ 1/4" 1/8" _6" 1/4" 13. FIELD VERIFY ALL CASEWORK DIMENSIONS PRIOR TO 0 7 WORK. Q L to II / h / \ II , 14. UNLESS NOTED OTHERWISE, ALL INTERIOR BRICK AT L io PERIMETER WALLS TO BE CLEANED OF ANY EXISTING 1- 4 __ a gg.Op 1 \ / \ / __ _'_ _ PAINT AND EXPOSE ORIGINAL BRICK FREE OF ANY PAINT. 1 11 1 5 0 " " ' 17 -- t7 -- _ BRICK SHALL BE CLEANED IN ACCORDANCE WITH THESE C DOCUMENTS AND AS ACCEPTABLE TO THE IDAHO STATE 0 5 1 2a 1 a HISTORIC PRESERVATION OFFICE. /� Q 7 _ _ O9 2 15. UNLESS NOTED OTHERWISE, ALL INTERIOR CAST IN O < L w u " w PLACE CONCRETE COLUMNS, BEAMS, AND OVERHEAD _ o to Ii- -,1 IN 1 II it `ol a -11- -I, - I �j > �j > - I'. _III SLABS ARE TO BE CLEANED OF ANY EXISTING PAINT, a a _ - m o __ o EXPOSE CONCRETE TO ORIGINAL FINISH. Lu N 8 3-Om 3-0 3-0" 3-0" 3'-0" 3-0" 7 2 3�0 3-0 3-0 0 3-3" g / • - \ it n 21 �18 = ( II ICI ` J CL z 2_6 2_6" 8 1/2 27 27 TYP.A8.02 6 P, 21 U O LQL 27 8 - L L 17 18 19 7 17 0 z O 313 SIM• E BREAK ROOM 2,4 F WORK/BREAK ROOM G WORK/BREAK ROOM °2 =__ _= A8b2 SIM. ____- -- 18 N �_ 0 313 SCALE: 1/4" = 1'-0" 01029202c SCALE: 1/4" = 1'-0" oto292ozF SCALE: 1/4" = 1'-0" G1°s92ozG 19 PLAN VIEW 22 nP 19 PLAN VIEW v 22 WALL LEGEND = � _j 1sLL 3'VE' 7D VERIFY �1 CONF. ROOM 1„ CONF. ROOM ,12 FIELD VERIFY FELD VERIFY 1-1 � t SCALE: 1 4" 1'-O" moz9z U SCALE: 1 4" = 1'-0" otoz9zo?r BUILDING SECTIONS, RE: SHEET 19 1/8„ _6•• 1/4" 19 1/8" •_6" 1/4„ / / A6.02 PROJ.NO.: 01029 DATE: 08/02 18 -------------------� 13 �❑ / \ WALL TYPE, RE: SHEEP DRAWN BY: LW. A5.01 CHECKED BY: S.I.S. C --_ I', C Affil _ r -, FILE: 01029A20 / O STEEL FRAME /ALUMINUM WOOD 1 n 20 L---------- - / CLAD WINDOW, RE: A3.01 & A3.02. I I' REVISION: ri _ 20 .� w tO w / \ 5 / V-7 7/8 O 10/14/02 DOOR NUMBER, RE: g8.01. o > - > I STEEL STUD AND GYPSUM -- -- 13 1s 13 13 BOARD WALL RE: WALL TYPES. 21 18 II = 21 \ / J 1\ �_ COLUMNS EXISTG C.I.P. CONCRETE WALL/ 18 , \ \n NEW CIP CONCRETE WALL COLUMN. 1-10"£ A7 17 02 17 �, �q \\ SHEET NO.: _ SYMBOLS LEGEND SIM. C------- 18 SIM. C------- 18 7 15�-2�� F.V. 15 A2 02 0 19 U U U 22 ,e U U U 22 as.oz _ 216 'T �� O+ SECTION FIE FIE < o--I PLAN VIEW 19 o--I PLAN VIEW 19 113 2-1-6 O O FIRE EXTINGUISHER. ■ CONF. ROOM 203 CONF. ROOM 3D6 LOBBY D6oPP 308 � CONFERENCE ROOM „2 OFFICE 120 ® FLOOR DRAIN.DRAWING. oSCALE: 1/4" = 1'-0" 010292G2H �' SCALE: 1/4" = 1'-0" wnzazozl. M SCALE: 1/4" = 1'-0" 01029 " 1V SCALE: 1/4" = 1'-0" o,ozezozR SCALE: 1/4" = 1'-0" omx9zozr FD PLUMBING DRAWING. n 0 °QO 0 D C B A 6..02 9 8 7 6 5 4 3 2 t ' ) 0000 4 +135'-0" F.V. 1 EXISTING PARAPET VARIES _ S WHOLESALE p o p o PAPEV� AVM-1835 TYP. 13 13 - EXISTING ROOF- n PPLIES u v u zk� Q o RRP DLOTS 25 25 25 23 23 24 24 24 O 24 -- 24 18 r° -- PRE1,1M\N Pn�.y TYP. 12 ..-. __-- ..�,,,,,ar.�.�.n NDT' Po'1Z _ F.F. THIRD F.V. _ CA t�1 SrtR�J GT10tJ F.F. THIRDD FLR - 20 20 20 I 18 18 19 19 7B 19 19 _ _ 4 I -- A2.04 --- A2.04 I +110'-6" F.V. I F.F. SECOND FLR - 24 Q O� I M 1 10 11 1 5 12 1B C �7 I I I I 0 2 +100'-0" F. _ I I I I � FF. FIRST p"L n I 0 I I I I El, Ej 1 - I, --- ------ -L i I I I I I I I I I I m __ _ BASEMENT L- 3 3 3 Q 17 3 SIM. 6.02 A1.01 EAST ELEVATION ~ ° NORTH ELEVATION SCALE: ,/s" = 1'-0" D- 0 SCALE: 1/8" = 1'-O" Z RA'-°" _ PARPET ELEVATOR/HVAC SHAFT m M UOrn toA B C D 1 2 3 I 4 11 E 5 6 7 8 9 RECEIVED C7M roe�+1 6.02 1 A 14 6.02 20 21 p V!cT 1 6 2002 Lno O 6.02 6.02 C1801 DINODE �..,u,,. N.... 2 8 23 2 g FALLS 23 +134'-8" _ STD AIR PARAPET GCEM STAME [PAPER 00. 22 22 22 - 2 B 28 39 40 40 39 31 34 -- _ +120'-4" F.V. _ /------ THIRD I 17 1] 17 II 21 3] 38 38 37 S1 I n I I I A +110'-8" V 2104 Az.o4 I I F.V_ I I I z5 I F.F. SECOND FLR. /---------- M 38 I 35 32 27 F.F. FIRST FLR. I, 24 18 19 I E.01 B W I --- - +91'-4" F.V. L--- --� -J L=__ _ --- --=-- -- 1 ----- ------ z �- - --- ------ - -------- ---- - - a --,�--- ------ �_-__------ �� - -� 3 --- - _ BASEMENT - �--------- -JI (---- - -J-- --- -- --- ---J L # A1.01 17 1 r- - -- --- ---- - ------ - ---- -- W GI SIM. L _ 6 02 SOUTH ELEVATION 17 22 17 6.02 F.F. S?STAIR BASEMENT LOBBY (n SCALE: 1/8" = 1'-0" q E O O O 6.02 6.02 WEST ELEVATION Z U 7 n � SCALE: 1/8" = 1'-0" 0 Q 7 IY O > 6 6 PARAPET ELEVATOR/HVAC SHAFT IF _ +134'-8" F.V. Lu ST� AIR PARAPET SIM. 15 11 EXISTING CONCRETE PARAP1 REFERENCE NOTES Q GENERAL NOTES Lu 7 O 6 11 14 11 1S SIM. 1. PLUG EXISTING CHIMNEY AND POUR A 4-WAY 1. PAINT ALL EXPOSED TO VIEW FERROUS MISC. STEEL, V SLOPING CONCRETE.CAP. 12. DASHED LINES INDICATE EXISTING METAL FIRE DOORS STRUCTURAL STEEL FRAME MEMBERS, HANDRAILS, Q g (REFURBISHED) REINSTALLED ORIGINAL LOCATIONS) GUARDRAILS, AND AWNING STEEL (EXCLUDING ANY V^)2. LJ„ F.V. - - +120'-4" F.V. 3. 8""CONCRETE MASONRY AWNING. RE: AIUNIT INFILL AT EXISTING WITH ALL COMPONENT ZED)TG PAINTED,AND INSTALL GALVANIZED METAL ROOF PANEL(SELECTED ETC, I PAINT SYSTEM 0 0- I- F F.F. THIRD FLR. CLEANED Lu � . F.F. THIRD FLR WINDOW ROUGH OPENING. SACK SMOOTH AT EXTERIOR 13. NEW 18 GA. (GALVANIZED) PS-3. COLOR TO BE SELECTED BY ARCHITECT. IN AN OPEN FIXED POSITION. 1 - UTTER AND (2) 2. RE: FLOOR PLANS AND SHEET A3.02 FOR EMERIOR ' ' TO MATCH EXISTING ADJACENT CONCRETE FOUNDATION DOWNSPOUT(S). WINDOW TYPES AND DETAILS. FINISH. x V I I 14. STEEL CHANNEL. 3. ISOLATE ALL DISSIMILAR MATERIALS. V 4. FULLY ENCLOSE EXTERIOR TE FIN LROOF FOR g2,04 MECHANICAL CHASE. COORDINATE FINAL LOCATIONS OF 15. TUBE STEEL COLUMN. RE:DETAIL 3/A3.03 FOR 4. CLEAN ALL EXTERIOR WALL PLANES AT (a) SIDES OF Az.04 I I I MECHANICAL ROOF TOP UNITS WITH ARCHITECT. STEEL ANGLE ATTACHMENTS TO COLUMN. BUILDING OF BUILDING. NO SANDBLASTING OR HIGH +110'-8" F.V. _ I I _ +110'-8" F.V. PRESSURE WATER METHODS WILL BE ALLOWED. A SERIES $F.F. SECOND-FLR. F.F. SECOND 5. NOT USED. 16. EXISTING STEEL PIPE GUARDRAIL/HANDRAIL SYSTEM. OF (3) TEST PATCHES WILL BE REQUIRED WITH FULL FRpJ.NO.: 0I029 PRIME AND PAINT - PAINT SYSTEM PS-3. 'COLOR TO BE DOCUMENTATION TO BE PRE APPROVED BY U.S. PARKS DATE 08/02 6. 20 GA. CORRUGATED (GALVALUME) METAL WALL SELECTED BY ARCHITECT. SERVICE PRIOR TO TESTING. USE OF MILD SOAP PANELS. ORIENTATION OF PANEL(S) PER ELEVATIONS. CLEANING AGENTS (NO ACIDIC AGENTS ALLOWED). DRAWN BY: C.U. 17. NEW EXPOSED C.I.P. CONCRETE FOUNDATION - CONSULT WITH,ARCHITECT PRIOR TO TESTING. CHECKED BY: s.Js. 22 35 7. 20 GA. GALVANIZED - ZINC COATED METAL SMOOTH FINISH. FILE: 01029A301 +100'-0^.F.V. _ I _ +100'-0_ COPINGS/FLASHINGS.F.V. 18. NEW ROUGH SAWN DIMENSION LUMBER INFILL AT LEGEND REVISION: FIRST FLR. F.F. FIRST FLR. B. 18 GA. CORRUGATED GALVANIZED ROOF PANELS) AT EXISTING AND/OR NEW OPENINGS. RE: DETAIL 6/A5.01. EXTERIOR AWNING(S), TYPICAL. _ 19. BRICK INFILL AS REQUIRED INTO EXISTING ROUGH 1 10/14/02 +95'-0" F.V. OPENING TO ACCOMMODATE NEW WINDOW SYSTEM. USE 9. DASHED LINE INDICATES EXISTING (REFURBISHED) F.F. ELEV. LOBBY METAL BARN DOOR(S) REINSTALLED 0 ORIGINAL SALVAGED BRICK FROM WEST ELEVATION DEMOLITION. - AND LOCATIONS WITH ALL COMPONENTS CLEANED, PAINTED, 20. GLU-LAM COLUMN. BUILDING SECTIONS, RE: SHEET --- AND IN SMOOTH OPERATING CONDITION(S). 17 10. DASHED LINE(S) INDICATE EXISTING (REFURBISHED) 21. GLU-LAM BEAM. METAL BARN DOORS REINSTALLED AT ORIGINAL LOCATIONS 22. NEW ROUGH SAWN DIMENSIONAL LUMBER INFILL. RE: SHEET No.: e WITH ALL COMPONENTS CLEANED, PAINTED, AND DETAIL 6/A5.01 SIM.. STAIR/LOBBY/ELEVATOR SECTIONS, INSTALLED IN AN OPEN FIXED POSITION. RE: SHEET A6.02 PARTIAL ELEVATION � PARTIAL ELEVATION STRUCTURAL EXPOSED STEEL (STRUCTURAL) MEMBER(S), RE: 24..3. EXISTING CONCRETE PARAPET, /A 01 I U 1 STRUCTURAL DRAWINGS. 24. PRECAST CONCRETE SILL. MATCH PROFILE TO �7A �I!�i ■ o EXISTING. FIELD VERIFY DIMENSIONS, LENGTH, ETC. O FRAME GLAZINGSTEEL NDOW SYSTEMSSYSTEMS CTION/ 02 SCALE: 1/8" = 1'-0" SCALE: 1/8" 1'-0" ALUMINUM CLAD WOOD WINDOW N N