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Plans (5) BUP2013 - 00155 ,�F � r.�11111111111 REVISIONS _ .BY JUN 2 5 2013 BILD O I'GMD bIVtS10N 13MANI ESM enipliD Inc . at the location of 11435 SEWo Tig rdStr t .11111 I I r g n 7223 .... Ti ....I.. ..... gard 0 e o 9 ....... ..... ...... ....... ....... ...... ....... = ARCHITECTS"1A CODE SUMMARY PER ORIGINAL CONSTRUCTION SUBMITTAL STATE OF OREGON 1998 EDITION STRUCTURAL SPECIALTY CODE SYMBOLS LEGEND DESIGN RESOURCES 1014 S. LA POINTE STREET OCCUPANCY ------------ A-2.1 / A-3 / R-1 BOISE, IDAHO 83706 208.343.5511 CONSTRUCTION ------- - TYPE V-1 www.desreecrcn.com INTERIOR ELEVATION O DOOR NUMBER administratorOdesresorch.com ALLOWABLE AREA -------- (A-2.1) 10,500 S.F. SINGLE FLR. LETTER DESIGNATION 21,000 S.F. MULTI-STORY (A-3) 10,500 S.F. SINGLE FLR. WINDOW CT0 21,000 S.F. MULTI-STORY DETAIL NUMBER N- �> (R-1) 10,500 S.F. SINGLE FLR. FINISHED © N � ' ACTUAL FLOOR AREA 21,000 S.F. MULTI-STORY ��---. SHEET NUMBER .0O,00R �5 1st FLOOR ______ _______ BREAK LINE _ CL __ 13,920 S.F. lJ 2nd FLOOR ______________ 5,770 S.F. `---- SECTION NUMBER 19,690 S.F. TOTAL SHEET NUMBER BUILDING HEIGHT ----------- 32'-0" TWO STORY REVISION NUMBER (A-2) FIRST FLOOR ONLY �°� REFERENCE REVISION CLOUD TOTAL LOT AREA ____________ 70,185 S.F. w3 WALL TYPE NUMBER = BUILDING --------------- 13,920 S.F. 19.8% LANDSCAPE -------------- 25,736 S.F. 36.7% LANDSCAPE IN RIGHT OF WAY_ 15,112 S.F. PARKING ________________ 26,459 S.F. 37.7% SIDEWALK ________________ 4,070 S.F. 5.8% TOTAL PARKING SPACES ------- 93 SPACES STANDARD _______________ 70 SPACES ACCESSIBLE -------------- 4 SPACES COMPACT ________________ 18 SPACES LOADING SPACE ----------- 1 SPACE CITY OF TIG",-D Approved......... .........[ � Conditionally Approved..............[ ] See better to:Follow„................ [ j Atte hed Permit Number: I/ Address. D W C By: Date: OC3 N li Z W h 0-T-C - CTS Z Occupancy Type ! Occupancy Lcsad p W Cl) Z Construction Type J 00 Rated Corridor ....... - Energy Code a - Aaxsslbllity W Approved plans Q Ll.1 1= shall be on joy sit ~ . 0 lZ (� O �► 7 O � . � OFFICE COPY ` a Cn Ln CC c~na � Q W m �- IIIIIIILII - DRAWN X CHECKED RT DATE MAR 1 , 2013 SCALE AS NOTED JOB NO. - 12-134 0 SHEET ”} M AOml D File Name: 42p—x.dwgpp SHEETS C Edit Date: 02-01-13 (14:44:41) 34'-11 GENERAL NOTES RESTROOM KEY NOTES REVISIONS BY -10 25'-8 1/8- 1 DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. ALL INFORMATION BELOW IS BASED ON THE ICC/ANSI A117.1 2003 AMERICAN NATIONAL STANDARDS AND THE 2009 IBC. 8'-5 1/4- 2 FIELD VERIFY ALL CONDITIONS PRIOR TO COMENCEMENT OF WORK. NOTIFY THE SOME ACCESSORIES SPECIFIED ARE NOT REQUIRED BY CODE. ARCHITECT IMMEDIATELY WHERE WORK CONFLICTS WITH DRAWINGS. 1 5'-0ffi DIAMETER TURNING RADIUS PER ICC/ANSI A117.1 2003 3 DO NOT SCALE DRAWINGS AND/OR DETAILS. SECTION 304.3.1 AND 603.2 4 ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD 2 300 X 48* CLEAR FLOOR SPACE AT LAVATORY AS REQUIRED PER ICC/ANSI A117.1 2003 SECTION 606.2 00 OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009 INTERNATIONAL BUILDING CODE. 3 60" X 580 MINIMUM CLEAR FLOOR SPACE AT WATER EXISTING WALLS TO- CLOSET AS REQUIRED PER ]CC/ANSI A117.1 2003 SECTION 604.3.1 REMAIN UNLATERED 5 PENETRATIONS THROUGH WALLS OF FIRE RESISTIVE CONSTRUCTION INCLUDING, BUT NOT LIMITED TO MEMBRANE PENETRATIONS SHALL BE FIRE STOPPED IN ACCORDANCE WITH THE 4 36- X 2- MAXIMUM - 1 1/4- MINIMUM OUTSIDE DIAMETER 2009 INTERNATIONAL BUILDING CODE. GRAB BAR PER [CC/ANSI A117.1 2003 SECTION 604.5.1 PROVIDE SOLID BLOCKING IN WALL 00 /-1 X 6 ELECTRICAL WORK: 4, 3 A LIGHTS, OUTLETS, SWITCHS AND ALL RELATED ITEMS ARE SHOWN FOR REFERENCE 5 42 X 2- MAXIMUM - 1 1/4* MINIMUM OUTSIDE DIAMETER ONLY. VERIFY ALL LOCATIONS WITH TENANT AND ELECTRICAL DRAWINGS (IF ANY) GRAB BAR PER ICC/ANSI A117.1 2003 SECTION 604.5.2 PRIOR TO INSTALLATION. PROVIDE SOLID BLOCKING IN WALL B PROVIDE EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNS AS REQUIRED AND COMFORM THE THE MOST CURRENT NATIONAL ELECTRICAL CODE (NEC). 6 DOOR SIGNAGE PER 2009 IBC SECTION 1110 AND SHALL ......... ... BE MOUNTED 60' MAXIMUM FROM THE ADJACENT FLOOR "I-, 0 NATIONAL ELECTRICAL CODE (NEC) ....... ......... 00 C ELECTRICAL WORK IS TO BE DESIGN-BUILD AND COMFORM TO THE MOST CURRENT OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE .......... Lo o ... ....... D AN ELECTRICAL ENGINEER'S STAMP AND SIGNATURE, VALID IN THE STATE WHERE CHARACTERS LOCATED AT STRIKE SIDE WALL THE WORK IS TO BE PERFORMED, MUST ACCOMPANY THE ELECTRICAL PERMIT ....... ..... in APPLICATION. 7 FLOOR SHALL BE A HARD, NONABSORBENT SURFACE PER 2009 IBC SECTION 1210 ........... ...... ..... 7 HVAC WORK: . ....... A DIFFUSERS, EXHAUST N IL ..... . AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, ARE SHOWN FOR REFERENCE ONLY. VERIFY LOCATIONS WITH TENANT AND NONABORBENT SURFACE TO A HEIGHT OF 4'-0* A.F.F. PER 10 MECHANICAL DRAWINGS (IF ANY) PRIOR TO INSTALLATION. 8 CORRDINATE MECHANICAL WORK WITH OTHER TRADES. THE 2009 IBC SECTION 1210 DESIGN RESOURCES it C MECHANICAL WORK IS TO BE DESIGN-BUILD AND CONFORM TO THE MOST CURRENT 9 18- X 2' MAXIMUM - 1 1/4' MINIMUM OUTSIDE DIAMETER ARCHITECTS"'s 0 INTERNATIONAL MECHANICAL CODE (IMC). GRAB BAR PER ICC/ANSI A117.1 2003 SECTION 604.5.1 10 D A MECHANICAL ENGINEER'S STAMP AND SIGNATURE, VALID IN THE STATE WHERE PROVIDE SOLID BLOCKING IN WALL THE WORK IS BEING PERFORMED, MUST ACCOMPANY THE MECHANICAL PERMIT 1014 S. LA POINTE STREET APPLICATION. 10 4* MIN. WALL WE AS REQUIRED PER 2009 IBC SECTION 1210 BOISE, IDAHO 83706 208.343.5511 to 8 PLUMBING WORK: www.desresorch.com 1 11 24' X A. MIRROR - MOUNT BOTTOM OF REFLECTIVE SURFACE 114 EXISTING RELOCATED DOOR A PLUMBING WORK IS TO BE DESIGN-BUILD AND CONFORM TO THE MOST CURRENT AT 40- A.F.F. - ICC/ANSI A117.1 2003 SECTION 603.3 administrator0dearesorch.com INTERNATIONAL PLUMBING CODE (IPC). '*N1 RYER- 8 A MECHANICAL ENGINEER'S STAMP AND SIGNATURE, VALID IN THE STATE WHERE 12 "TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN 7* MIN. AND THE WORK IS BEING PERFORMED, MUST ACCOMPANY THE PLUMBING PERMIT 9" MAX. IN FRONT OF THE WATER CLOSET. THE OUTLET OF APPLICATION. THE DISPENSER SHALL BE 150 MIN. AND 48' MAX. ABOVE THE IFINISHED FLOOR PER ICC/ANSI A117.1 2003 SECTION 604.7. 3 9 FIRE SPRINKLERS: TOILET PAPER AND SEAT COVER DISPENSERS, IF MOUNTED BELOW a C-4 i -Z , T, A FIRE SPRINKLER SYSTEM (IF ANY) IS TO BE DESGN-BUILD AND CONFORM TO THE THE GRAB BARS, MUST BE A MINIMUM OF 1 1/2- BELOW. = MOST CURRENT INTERNATIONAL FIRE CODE (IFC). 0 13 THE TOP OF WATER CLOSET SEATS SHALL BE 17 TO 19' ABOVE O . FINISHED FLOOR PER ICC/MSI A117.1 2003 SECTION 604.4 0 14 KNEE AND ME CLEARANCES AT FIXTURES SHALL COMPLY WITH j. ICC/ANSI A117.1 2003 SECTION 306 AND 604.8.5 n r r_ ---- -------- 11 11 II II 15 EXPOSED PIPES AND SURFACES SHALL BE INSULATED OR II II 11 II OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT PER -EXISTING WALLS TO II II 11 II ICC/All 17.1 2003 SECTION 606.6 E REMAIN UNLATERED 16 30' X48 CLEAR FLOOR SPACE AT URINAL AS REQUIRED PER W/Dil 1 11 11 NEW EXIT LIGHT WITH LN,,A ]CC/ANSI A117.1 2003 SECTION 306. NOTE SECTION 309 FOR URINAL FLUSH CONTROLS BATTERY BACKUP WHERE II II 11 II NONE EXISTS REj II II II II 0 C14 LL ---- - - 17 300 X 48" CLEAR FLOOR SPACE AT DRINKING FOUNTAIN AS REQUIRED I I I I PER ICC/ANSI A117.1 2003 SECTION 602.2 [:E19 WITH P WHERE 0 18 SURFACE MOUNT TOILET PAPER DISPENSER EQUAL TO BOBRICK B-2888 NEW FLOOR PLAN VANITY 2 ELEVATION 1 19 DIMENSIONS ILLUSTRATED HERE ARE TYPICAL IN ANY INSTANCE OF CONFLICT WITH STANDARDS, LOCAL STATE, OR FEDERAL 1/4" .1 1/4 1 '- 0" File Name: 278—f2.dwg A1.1 CODES OR LAWS THE MOST RESTRICTIVE SHALL BE USED. 1 f— opt 1/4 op 1 0- opy AlEdit Date: 01-26-04 (14:27:38) NOTIFY THE ARCHITECT AND ALL INVOLVED TRADES. 42" 18" 20 ALL HARDWARE ILLUSTRATED SHALL COMPLY WITH STANDARDS, LOCAL, STATE, OR FEDERAL CODES OR LAWS. IN CASE OF NOTE: 30" 36* 30" MIN. 30- MIN. CONFLICT THE MOST RESTRICTIVE SHALL BE USED. NOTIFY MOUNTING BAR FOR THE ARCHITECT AND ALL INVOLVED TRADES. ADJUSTABLE-HEIGHT 21 LAVATORY FAUCET CONTROLS SHALL BE OPERABLE WITH SHOWER HEAD MUST zo 1� F_ OF GRAB BARS. 03 NOT OBSTRUCT USE ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, C OF RqD 1 04 C*4 PINCHING OR TWISTING OF THE WRIST. THE FORCE ROLL-IN SHOWER REQUIRED TO ACTIVATE CONTROLS SHALL BE NO CONTROL ENCLOSURE 41 GREATER THAN 5 POUNDS. LEVER-OPERATED PUSH TYPE AREA---\ .0 AND ELECTRONICALLY CONTROLLED MECHANISMS ARE cm —WATER FAUCET - z 6 cm GRAB u') Z EXAMPLES OF ACCEPTABLE DESIGNS PER ICC/ANSI MUST EA VERIFY LOCATION N 0 uj [**,w WITH OWNER --BAR z I I I M I A117.1 2003 SECTION 309 LL Z co I I I a &i I M 0) < 2� co 2 BACKING �21 1 1 1 1 z -It xI I 1 0 uj cn Z AS REQ'D. I I L j 17" MIN. CC a WATER FAUCET - FOLDING-TYPE VERIFY LOCATION WATER FAUCET - 19- MAX. SHOWER SEAT PER WITH OWNER VERIFY LOCATION ANSI SEC. 610. LAVATORY WATER CLOSET URINAL DRINKING FOUNTAIN uj WITH OWNER ui It ADA SHOWER ELEV.�= 3 CLEAR FLOOR SPACE REQUIREMENTS — A � ~ 0 (f) 0 1/4f 1 '— 0» A1.1 3/8P$ iI— ot A1.1 0 (A H a Lo Ld cl) W LLJ _j Win W W LLI z z �::M w M LM a. 5 _jwLu pw V) 8 _iso_ w V) 8 W Li Mz -4 V) Ex wui CL 39" <Ljo aa-auto 0- < L'nzu ;�V) 0 3611 4 " 61 EWC .12- 42n _j>a- Z< V) W < t5ujc:l MIRROR 0 Q.WM POO -jaz -116 ir -1 1 DRAWN Zv) z v)) ———— —— ————— 9 taiv ------------ 1 0 -Jo-w Ea-CL 0 CLEAR TO SI E WALL .0 x Ln 0 (n f co CHECKED V)ZC3 �0< 04 RT 00 (o Lo Z to DATE ul) M ® 12 I co *0 14, n - a p too n t< M Z 0 co 10 1 MAR 1 , 2013 I- p -0 2 Lo -41- _J42- T, T Go ox 0) 2 nt co SCALE It 't r !i4 N 00 'It7 1-1—.- cq1 _04 n N AS NOTED JOB NO. 12-134 0 36" SHEET LIS ACCESSIBLE AND STANDARD MOUNTING HEIGHTSB Al ol 3/8091p— 0 File Name: 42p—x.dwg OF SHEETSEdit Date: 02-01-13 (14:44:41) REVISIONS BY 120'-0' RAMP VERIFY SIZE OF OPENING PER WALL MANUFACTURER DRESSING ROOM 29 3 D *T 51 OP UNDER STAGE_ DINING HALL SABHA HALL - 26 27 STAGE - - 28 3 DESIGN RESOURCES +24' ELEVf ARCHITECTS"1° 1014 S. LA POINTE STREET BOISE, IDAHO 83706 208.343.5511 www.desresorch.com odministrotorQdesrescrch.com >- o` - c0 US d N p c r,T ! C VERIFY SIZE OF OPENING DRESSING ROOM PER WALL MANUFACTURER 30 3 � � IF F"'Y1 Q RAMP=� o OK BEDROOM tSTOR CORRIDOR KITCHEN o 25 14 4 22 n 8 h.J BATHROOM FIRE 122 EL EXTINGUISHER Q 23 - "Ny i I I REF. CHAPEL is o o O I m STUDY LIVING ROOM 24 I 11- F _v] 21 D. I � 1 FRZ. 1 e O O I W. 4 MT, o a I I CHAPEL STORAGE V ATHROOM Et 20 KITCHEN OFFICE co OFFICE 1s PHONE ELEV. 19 �, N EQUIP. DTT JAN. - 0 W N LL Z CORRIDOR FIRE 2 EXTINGUISHER -- o T � Z UP XT 00 CORRIDOR TaENCH ---- O O O O O O uP ---- LLJQ INNNNNNN WO MEN LIBRARY/ RECEPTION MENS �" ~ O _ SHOES BOOKSTORE 1 OFFICE HOES 10 8 0a ch 93 STAIR O O STAIR � Lo 42) I 1 11 1 u I L 1=�— Iml co SHOWER T m T 0 MTNNNINiiii INNNNNNNI 0 0 0 o a o 0 0 DRAWN X CHECKED RT DATE MAR 1 , 2413 SCALE AS NOTED L EXISTING FIRST FLOOR PLAN 12 8134 0 - SHEET N 1/g" 1'- O" File Name: 278-f 1.dwg r- r` Edit Date: 04-07-04 (14:47:39) N Al r� ■ 2 6 0 Fife Name: 42p-x.dwg OF SHEETS Edit Date: 02-01-13 (14:44:41) r�rri REVISIONS BY \ r \ r \ r i nm ................ i i — \ r \ i SABHA HALL BELOW \ r \ r \\\ DESIGN RESOURCES .' ARCHITECTS M1D \ \\\\ 1014 S. LA POINTE STREET = \ BOISE, IDAHO 83706 \ 208.343.5511 www.dearesarch.com administrotorOdesresorch.com 4b\ 0. C5 C�q 4-j G -c CU ca r , NEW RESTROOM OL 25'-81/8' \\\ �9 II Ell E 16 1 CI-(ASE ACCESS i 1 HATCH - SEE O i = a i CHAPEL BELOW I UNUSED SPACE O I UNUSED SPACE 49 ��` ��� 50 11 rEX151ING ATTIC ACCESS = ATTIC ACCESSHATCH MECH. - 48 W F N I 1 E W cm J ri �\ LL Z A CC 0) OW cnZ 00 EXTINGUISHER pow EXTI CORRIDOR EXZf TINGUISHER NGUISHER DotLN 4. ~ CL M 43 0 a w — CLASSROOM STORAGE STORAGE CLASSROOM 44 45 46 47 � a STAIR STAIR � cj M � 41 ❑ ❑❑ ❑ F-142 � III q*LU 120'-0' DRAWN X EXISTING SECOND FLOOR PLAN CHERTKED 1/S' a 1'— O` File Name: 278—f2.dwg DATE Edit Date: 01-26-04 (14:27:38) MAR 1 , 2013 SCALE a_ AS NOTED JOB NO. cv 12-134 0 SHEETAl N N t� 0 File Name: 42p—x.dwg OF SHEETS Edit Date: 02-01-13 (14:44:41) a ■nn�i nmo REVISIONS BY GIRDER TRUSSES. SEE STRUCTURAL. DESIGN RESOURCES ARCHITECTS R1A 1014 S. LA POINTE STREET BOISE, IDAHO 83706 208.343.5511 www.dearesorch.com administrIgresresarch.com R 40 INSULATION VT Nd Caw o CD RAFT ST Z CE cn Q E INEERE ENGINE RED LU OT S WOOD . 244' O.G..C. G. At 24' xx PROVIDE NEW LATERALJ i i 6 MIL. POLYETHELYENE BARRIER BRACING AS REQUIRED (2) LAYERS 5/8' TYPE 'x' GWB. NEW 2X4WOOD STUDS AT 18 O.C. i CORRIDOR 7p WITH 5/8" TYPE 'X' GYP. BOARD AT EACH i SIDE TAPED, TEXTURED ATTACH WALL TO FLOOR - AND READY FOR FINISH i NEW WALL TO BE CONSTRUCTED TO WITHSTAND 5 LBS PER SQ. FT. i L T E 1 8 TJI JOIST. SEE FRAMING PLAN FOR SIZE AND SPACING. (2) LAYERS 5/8' 0 TYPE 'x' GW5. � TOP•PLATE BL(OtUYP.� . . Wcm Ll DOOR HEADER SEE—/ cc C3 STRUCTURAL. 040 LU CHAPEL , STUDY CORRIDOR V. Z F■- m 5/8' TYPE 'X' GW5 O uj cn Z EACH SIDE NOUN� J 0 0 Gla � � 4' CONC. SLAB W/6x6-ltll.44JIA MESH OVER 4' COMPACTED 2'xb' P.T. BASE 2'x6P.T. BASE 'Q, W GRAVEL FILL ON 6 MIL PLATE. TYP. PLATE. TYP. POLYETHYLENE VAPOR BARRIER r" ■ � -I I(- -"�-1 I I-III-I 1=1 I I;(' � IIF -III-III -I a =1I ISI II-I I I-I aI- - F- QLn ------------------------------------------------------------------------------------- --------------------------------------==- -' M -----+ — =11t=------------------------------------ �tl� ffr--- -� III,i III,� '-III ° d I(I-I ----------------------------------------�I -I_'------I w T -11111- � DRAWN Cal EXISTING BUILDING SECTION A-A CHECKED RT 318I = I1- 0' File Name: 27S-B.dwg A-I.I DATE Edit Date: 01-27-04 (14:35:28) MAR 1 , 2013 SCALE a" AS NOTED JOB NO. N 12-134 2 SHEET r•• ry 4■ a n File Name: 42p-x.dwg OF SHEETS Edit Date: 02-01-13 (14:44:41) n