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Plans (2) CZOO ��� • c HIGH-PILED STORAGE RACKS FOR COMMODITY CLASSES I, II, III,AND IV 0 •-- MATERIALS ONLY: 12 RACKS AT 200 SQ FT PER=2,400 SQ FT MAX. � `/3 o _ a PER TABLE 2306.2 CLASS I-IV @ 501-2,500 SQ FT @ 40 FT MAX HEIGHT; Q '- i' , FIRE DETECTION SYSTEM TO BE PROVIDED PER SECTION 2306.5 ^ o i EXIT EXIT T -0 II-- � - - DISTANCE BETWEEN 140 EXITS U � I 1 FE 1 ,I i I o sill i I FE FE o EXIT • I 1 I I ® I G N a 00 I I I I LO �_ I I 1 1 occu- �, occu- 2 a' o M I !; -t PANTS 11 N PANTS N I1 0 , 1 ! a) , i\ iii1.1 U N' FE �, 0 FE • � NA L = i- n- �© ° M 28: ' 1 7 ,1 I, OPEN TO WAREHOUSE BELOW 2 OPEN TO WAREHOUSE BELOW c 7 t I. a �t o 4� �' ) �MvM / ' I I . , , n o 1 I O�qG ! m` a' I N f I' O�1/ p cn. GO — L N ti ■ :. --- ° ° I �., - --. ! J N ILL 48 r r Rjy LFE T ; �/ " a , j OCCUPANTS I I I I ROOF ap L o . L- �S a W v cv v I dl I I I I Z FE T �. O r • UP '1' '70�',Q,� ! ROOF �, 2p _ hfl c 1 1 1 bL F EXIT ! MONOR 30 OCCUPANTS ���\ ii N O v • �� L- FE %&/ ,�, � MI PANTS I 1 I ,- 1 I - - - - 1 -" I I L_,==___-- - - T- — 1 110'-0" -; ,„ ,III W DISTANCE BETWEEN EXITS 2 HR OCCUPANCY SEPARATION WALL, 2 HR OCCUPANCY EXIT \ SEPARATION WALL, EXIT . REPAIR AND MAINTAIN RATING FROM FOUNDATION TO TOP OF PARAPET, - - REPAIR AND MAINTAIN RATING / - -- - FIRESTOP ALL PENETRATIONS FROM FOUNDATION TO TOP EXIT OF PARAPET, FIRESTOP ALL PENETRATIONS Ali l B OCCUPANCY / S-'I OCCUPANCY G0.01 ` / owl 0 GROUND OCCUPANCY PLAN OCCUPANCY PLAN 00 1/16" 1'-0" 1/16" 1'4Y 1 EXIT N ‘,.. ,%\., 2 PROJECT DESCRIPTION: IIIExisting building is currently permitted with 2-HR occupancy separation between Type V-B Office Occupancy B and Type II-B Storage Occupancy S-2. Existing 2-HR occpancy separation is to be repaired and maintained. All new and existing CK A 1 penetrations are to be rated and fire stopped. S \ 0 U-I 10 1 ; `v \, - APPLICABLE CODES. Z D iiii I '" e \� , , _ TIGARD MUNICIPAL CODE, TITLE 18 1 11 ' Z 1 I 2010 OREGON STRUCTURAL SPECIALTY CODE Tr OFFICE OFFICE 46 x.2" • + 2010 OREGON FIRE CODE ` N 115 114 f \ NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 CN LOAD:3 LOAD:2 • \ -....71."' 0 < N" (� •1 •REA:229 SF AREA:153 SF \\ \ ♦.I/ FIRE EXTINGUISHER(FE) 1 FACTOR:100 SF \ t. • \ - 1 0 1.--1 CTOR:100 SF • �. O ■ a - \ i \`� FIRE / LIFE/ SAFETY AND CONSTRUCTION TYPE SUMMARY: . Z Et - ' - - � � , _ ' t. \ TYPE OF CONSTRUCTION: Office = V-B 49 or fewer occu ants re wires onl one exit and does not re wire corridors 1.tn (N 0 _ ( p q Y q 0 v ? : to be of rated construction per table 1015.1 and 1018.1 exception 4) - _ , � W o I' ` , '• ,' Warehouse = II-B ( Wood Framed upper floor previously permitted as Type I I-B with CD Et GO C° a ' ° : I alternate of partial sprinklering. Latest Sprinkler Inspection 02/12.) SERVES 26 �i 1_ ® EXISTING OCCUPANCY GROUPS: Office = B .(a46roccupants) H i OCCUPANTS � , i Warehouse = S-2 (90 occupants) �. �' • NEW OCCUPANCY GROUPS: NO CHANGE r 1 ■ F \ ,.I OFFICE EXISTING BREAKROOM \\ FA..\'''(/‘,;,>< �- -1,;<,&<2\..x>`› •-1- J 1 • 126 129 p 1 I I LOAD:1 LOAD:47 OCCUPANCY SEPARATION: 2-HR. existing \ _ 1 / I o o o AREA:80 SF AREA:739 SF q /� � I } I FACTOR:100 SF FACTOR:15 SF NUMBER OF STORIES: Office = 1 (2 Allowed) Et ri <`. I • - ' Warehouse = 2 (3 Allowed) OFFICE u f • ' 117 <,/ ; / ALLOWABLE BUILDING AREA Office = 9,000 SQ FT LI LOAD:2 I ' Warehouse = 26,000 SQ FT i AREA:156 SF I I lleml A AMENITIES • Total = 35,000 SQ FT FACTOR:100 SF _ • 1 1 - LOAD:1 . i=i Z 1 AREA:140 SF • ALLOWABLE AREA INCREASE: Sprinkler Increase = None Taken FACTOR:200 SF - ® Side Yard Increase = None Taken i 0 FIRE EXTINGUISHER(FE) // 48 x.2" EXISTING BUILDING AREA Office = 2,943 SQ FT -°° y-- µ --- (' ' 5` ° C`' - i t ' \co , ' • 9'6" Warehouse = 17, 657 SQ FT a. ! �z 2, I \/ I Total = 20,600 SQ FT ,. 1 1 0 ., 1, • UP 4 Co I CO CO 4 I Ir- • 1 NEW BUILDING AREA. NO CHANGE y o 1 , „,„„--7,,,a 4 b \ <7,,,,t,fr 1 A.... -'7 1 I A '-'"-,;''' '''',Vv:, - 1 � �& CONFERENCE _ 1 I j r'. 2152�- I 119 - d LOAD:24 I HIGH-PILED STORAGE DESCRIPTION. z r v 1 AREA:340 SF ' 1 'I PRINT/WORK e i , FACTOR:15 SF I 1I OFFICE o I 1 I' 107 I CLASS 1 : CEMENT IN BAGS, CERAMICS, GLASS, GYPSUM BOARD, NON-COMBUSTIBLE INSULATION, �, pORTLA�D 0 EGOi� .. 1 1 LOAD:2 • 1 1' ----1 1, `" `�` 118 1 1 • I! - NONCOMBUSTIBLE LIQUIDS, NONCOMBUSTIBLE METAL PRODUCTS, AND OTHER INERT MATERIALS � ' - w I ' I AREA:169 SF I 1 1 �.r LOAD:2 > 1 0 aI 1 FACTOR:100 SF • I 1 I ��: I°� e i� y AREA:164 SF w I 1 llI I • I1 --- 1 CLASS II : NONE HIGH-PILED FACTOR:100 SF '*' - I 1 �� \ • 11 Drawn: Author t$ I \\ r � - I CLASS III : AEROSALS, FIBER BOARD, LUMBER, NONCOMBUSTIBLE LIQUIDS, OIL PAINT IN METAL CANS, ! Date: 12/20/12 E 1 J` ' I 1 11 PLYWOOD, WOOD DOORS, FRAMES, OR CABINETS • File path File: p Pi! Xk CLASS IV . AEROSALS, METAL PRODUCTS, ASPHALT SHINGLES i ,\„ Check: Checker ; \\\,,,, HIGH-HAZARD : NONE HIGH-PILED REVISIONS SERVES 9 OCCUPANTS ! \\ I ALL HIGH-HAZARD COMMODITIES TO BE STORED IN NON-HIGH-PILED AREAS OR OUT OF DOORS No. DESCRIPTION DATE WAITING 1 C \� OFFICE • - 100 ` \ 106 I LOAD:2 '_ AREA:187 SF r`" LOAD:3 i FACTOR:100 SF I �- -� --� AREA.234 SF I co , f FACTOR:100 SF • ■ �' \ , 1 ® \ \ / I _ 0 1 I 1 I'' \ / Q \ i H RECP 11 101 1 2 HR OCCUPANCY SEPARATION WALL FROM CONCRETE P.1 1 1 I LOAD:1 OFFICE OFFICE 104 105 1 I FOUNDATION TO TOP OF PARAPET. REPAIR AND Sheet Title I I AREA:74 SF - '- I I I MAINTAIN RATING, FIRE STOP ALL PENETRATIONS II LOAD:2 LOAD:2 LIFE SAFETY FLOOR PLAN FACTOR:100 SF , , I 1 1 AREA:106 SF AREA:106 SF 46 FACTOR:100 SF FACTOR:100 SF 1 9.2" 1 2 N I it � - O , 1 Y 1I I I 1 ® I i B - - - j —I• _._ --._..--- , NI I___ — i —I N o / \ Pernrnt 6 Q _ Ifl • EXIT N co - W • Z = 0LIFESAFETYCODEPLAN w a 1/4"= 11-0" QJ o FL Job No: 12084 • c U (I) I a> 1 1 L w 1 W g 1 1 cX I 1 1 U °' 1 DC o NOTE:X*1= 18"MIN, 24" PREFERRED NOTE:X*1= 36" MIN IF Y*1=60";X*1=42"MIN IF Y*1= 54" NOTE:Y*1=54"MIN IF DOOR HAS CLOSER > o ccoo 2 � o Cl) > / \ ® a) N I E 1 19 r 5 CD M 1 PULL SIDE PULL SIDE ° CI3 CO Co U_ R \ ;, z 10 - I ¢2 PULL SIDE — N ■ r n 1 Z9 N _ Z a) a C CO L_ NI 1 I I -- � � 2 IT - v LL o O „ ! - 'F L - \ ,� X*1 11' \ X 1 11 \ a� M c"�' > rn _. ° ! ! >- j \t' X*1-24" MIN Z z I 1 4'_0"" I i c � ! i ! I ! 0 O L � � � I - L— O Q , Jr 1' z Z 1 -k -----�' X=24" MIN ° (n cu i i I z I X I I �; 1 ;1- I Y= DO NOT EXCEED FOUNTAIN DEPTH _ N N . II 8"MIN 6" MAX ' 12" IF DOOR HAS 1 1 • k 21-6" MIN / \ . ,_4++ PUSH SIDE I BOTH CLOSER �- NOTE: EQUIPMENT PERMITTED IN SHADED AREA,ADAAG PUSH SIDE AND LATCH ; 4 MIN 4.15.5 / ' I 1 ft PUSH SIDE NOTE: IF BOTTOM OF DRINKING FOUNTAIN IS HIGHER THAN 27",THEN IT CANNOT PROJECT INTO A CORRIDOR . OR PATH MORE THAN 4" . (1-j4) DRINKING FOUNTAiN EO,D DOOR CLEARANCES 1/2 - 1 -0 1/4 - 1 -0 Emil 0 2'-8"MIN ALTERNATE DOOR 3'-0"MIN 0 4"MAX i ', LOCATION 's \ \ 2 , -----1- ,, I FLUSH CONTROLS FOR rj_, \ Q ACCESSIBLE WATER ��I \ 2 CLOSETS SHALL BE `\ = I �-- MOUNTED ON WIDE SIDE OF fil� Int \ TOILET SAREAS NO MORE ,\\ THAN 44 INCHES ABOVE THE z_ \`N FLOOR. z faiiit: r_ A , I z., z D o 0 ill ALIN. \ M Z-1 , CLEAR FLOOR SPACE V L1J C I \ I V \ .. I , \ \ > \ r I 0 < 'I .. 0 X 4'-8"MIN W/WALL MTD WC 0' 1'-0"MAX ¢2 / 4'- 11"MIN / W/FLOOR MTD WC a -,, 0 0 4'-4" MIN / Z D I 42" MIN 4'-8"MIN W/WALL MTD WC Et CNI 0 r 42"MIN LATCH APPROACH ONLY, 4'- 11"MIN W/FLOOR MTD WC N- i �.J 1 '� Z OTHER APPROACHES P- 48"MIN Cat a . III Z STANDARD STALL=PLAN ® M ( 01 ) 1/2 = 1O CO 1h.CO ill< 411- >1 • EtI 1 5'-0" CLEAR I , 3'-6" MIN 1'-6" ill FLUSH CONTROLS FOR , „ L 7 \ L T I 3'-0"MAX. ACCESSIBLE E WA1 ER CLOSETS SHALL BE ' MOUNTED ON WIDE SIDE OF 4'-6"MIN HOT WATER AND DRAIN w TOILETS AREAS NO MORE 0 PIPES UNDER Z THAN 44 INCHES'ABOVE THE 3,-6„ 2" LAVATORIES SHALL BE m FLOOR. INDICATES �y` / z INSULATED OR - \U f 17" MIN ` /- OTHERWISE CONFIGURED w 2'-0" 1'-0" CONCEALED _'5? ami TO PROTECT AGAINST \ z I 2"---1 i" 2++ BLOCKING; TYP I z:t CONTACT AND THERE I ._ \ U \ , MIN SHALL BE NO SHARP OR \- / �,�,' \ _ ABRASIVE SURFACES ■ z_ - �� ////////"// a" ,!'�!"' ,tiw� ial Z Z , / /; i%/ //'//, +ice ///?///, t+ 0++ ° UNDER LAVATORIES. \ -. z �� \ a> 2 co M ' cc . E + 1 / '' % �► �,�rx�%; , ( CLEAR FLOOR SPACE 4,---.;;n7 A ih,,, L--- N N 2 N = O I L � '.. a Cfl , i t - N M I o �' � IO 1 INDICATES ! \ L9 \ ls�� CONCEALED - i"' M M �. 5'-0"MIN 2 "\ sI . C \ L J C7 _ co _ - O BLOCKING;TYP N a) * p j 1'-7"MAX 1 -N. `� j : 1 n u 8 MIN KNEE , 6 MAX TOE �. is \ \ CLEARANCE CLEARANCE 4'-0"MIN I \ 17 MIN ` ,, ' 1'-6" �, PORTt�I�D,ARE. fME: ,:a 4'LAVATO Y-ELEVA IO LAVAT Y-PLA WC-ELEVATION Drawn: RG B5 Cr'''''::''''A 1/2 = 1-0" 1/2 = 1-0" 1/2 = 11-0" 1/2 = 11-0" 1/2 = 11-0" Date. 12/20/12 File: File path 1. Check: Checker REVISIONS NO. DESCRIPTION DATE 0 J CO -C2 OL cn W co 0 w cc w ¢ (0 —1 U) w a zO w Ww Z o J Z woc�• CAW Z w Z w c/)U z a z U `� !'= Q w R CO w o i_ Y w o < Q J O MI g p WALL MOUNTED EXIT 0 a = I w a °- p ¢ c < mcnz LIGHT o C i- cn a ¢ a° z w ww ¢ z cc �- =o = e w � - aH I-� O Q� } co O a ,- QW �> > Q a4 � ¢ � ° zzwCt ° DOOR PEEPHOLE co Uw --( o a"• c r 4 HX crz o 2 a4 o� c < o4 w oC2 cn0 I o ¢ E-.wa0 o a00 �w ¢o U cr t-O Hz ~ O o< o DOOR PEEPHOLE Q H. _� ~ �'� z ��¢ Q �¢ a� z� ¢ �� >I- >d co.< (ACCESSIBLERM. ONLY) a �a o= ¢O Do < oc!Qa 0 -o ¢¢ ¢ ¢ w oo _1D -Jo Q= -Io 't wo =,r 0 a¢ cn F--►- ¢ co 2 ¢ a_ c' co 1- ¢ Wm w¢ CC OW< DOORSIGNAGE Sheet Title 1-8" 1'-8" (REF. SPECS.) ADA TYP - N_ w I� I J O 1 Z J Z I o / o !!: - Y 2 X ° 5 � =1 ` - \ u ¢ H LO - O \ O wzi � , \ (V Permit ,c; ..-„,- _ ,, ,_ _ w 4 1 'T 'T 77-7 ;I- ."1- 't -,:r 7.) \ I 6 c,i —6 ,_ „ — \ \ GENERAL ADA NOTES o N .0• o X30 MAX c..' - 1. REFERENCED STANDARD(S): i °�,' PROJECT SHALL COMPLY WTH D L V L C A G E S A A & A S 1 1 / . 1 o u n 0 Heights ADA 1992 AND ANSI 117.1 2003 U Z = ; A5 "= ++ A "= ++ E l-¢ 1/4 1 0 1/4" 1 0 _. 2 DANISH FAOCE OF WALLS AND CEILINGS. G2 . 01 ,w a . ¢ J Job No: 12084 a LL i E E ' c GENERAL STRUCTURAL NOTES �N �p .- 6 r O SPECIAL INSPECTION PROGRAM _ 4 M - 0 DESIGN CRITERIA: co .o EL -° DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2010 OREGON STRUCTURAL ESTABLISHED PER 200 IBC SECTION 09 & C-iAPTER 3 0 ITEM CONTINUOUS PERIODIC COMMENTS c,' C v w 0 SPECIALTY CODE. (BASED ON THE 2009 IBC) IN ADDITION TO THE DEAD LOADS, THE FOLLOWING tn ° _CD�F�GZ LOADS WERE USED FOR DESIGN: _ GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 109 i-- cu FLOOR LIVE LOAD=100 PSF, ROOF SNOW LOAD=25 PSF + DRIFT. FOOTING AND FOUNDATION REINFORCEMENT BY BUILDING OFFICIAL w E 1 SLAB REINFORCEMEN BY BULD rIG OFFICIAL r4.1 Z - BASIC WIND SPEED (3-SEC GUST): 95 MPH, WIND EXPOSURE: S '5 "V vI BY BUDI G O =ICIAL o WND IMPORTANCE FACTOR Iw: 1.0, BUILDING CATEGORY: II FINAL INSPECTION BY BULD G OFFICIAL a ' ,_., , : � SIDS E=I SD1 = 0.388 STEEL " 51 I SEISMIC IMPORTANCE FACTOR le: 1.0, SITE CLASS: D MATERIAL VERIFICATION OF HIGH STRENGTH REFERENCE APPLICABLE ASTM¢vIATERIAL *471 �' co Ho U BOLTS.NUTS,AND WASHERS SPECIFICATIONS;AISC 360,SECTION A3.3 U ALLOWABLE SOIL BEARING PRESSURE: 1,500 FSF (ASSUMED)_ HIGH H ST;ENGTI BOLTING lac 1704.3.3,AISC 360 SECTION M2.5 C! EXISTINCs CONDITIONS- (CONTINUOUS INSPECTION FOR SLIP CRITICAL) < ,°_ MATERIAL VERIFICATION OF STRUCTURAL A 56 A 6 OR ASTM THE CONTRACTOR SHALL C 1708.4 ASTM ALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE STEEL .. LO CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS x SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK, cO€v1P'�LWNCEOF STEEL I RA3aIE JOINTS TO a, oi CONSTRUCTION DOCUMENT DETAILS BC 170 .3.2 ,- N. 0 c" CV TEMPORARY CONDITIONS: • V'VEL DING: STRUCTURAL STEM •� = O THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING MATERIAL vI1ICATIaIOI vvl=Llal �L� . c X STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS SEEN RISC 360,SECTION A3.5 DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. MATERIALS ~ co o COMPLt,,I LAND PARTIAL PENETRATION X CO a- � n N L EARTI-IU _JORK: 6vIULTIPASS FILLET WELDS X N as p) IBC 1704 3,1,A WS D1.1, Et N 2 . MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE SNGLE PASS FILLETS>5;`16" X L 0 • WORK IN A PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE SINGLE PASS FILLETS:516" X LLI '" acme N E BOTTOMS OF EXCAVATION. FOOTINGS SHALL SEAR ON UNDISTURBED NATIVE SOIL. o FLOOR AND ROOF DECK WELDS X AWS D1.3 ® a) O cr)O 2 SUBMITTALS: WELDED STUDS x BC 1704.3 }' z -o ° -3 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND WELDING of STAIRS AND RA LNG SYSTE�aIS BC 1704.3 0 o o z • CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: 00 ri 2 CONCRETE A. CONCRETE AND CMU REINFORCEMENT REINFORCING SIZE AND PLACEMENT X IBC 1913.4, ACI 318 3.5,7.1-7.7 BOLTS TO BE INSTALLED PRIOR TO AND CAST-IN-PLACE CONCRETE: DURING CONCRETE PLACEMENT x BC 1911.5 CONCRETE STRENGTH: r'c=3,000 PSI AT 28 DAYS. (DESIGN BASED ON 2,500 PSI) (FOR ALLOWABLE STRESS INCREASE) REINFORCING STEEL SHALL CONFORM TO ASTM ,4615, GRADE 40. VERIFY USE OF REQUIRED DESIGN r Ix X IBC 1904.2.2, 191.3.2 3:ACI 318:GIB.4,5.2-5 4 PREPERATION OF TEST SPECIMENS X ASTM C 172,ASTM C31 ACI 318: 5.6. 5.8 CONCRETE ACCESSORIES: CONCRETE&SHOTCRETE PLACEWMEdT X IBC 1913.6-8,ACI 318:5.9,5.10 EXPANSION ANCHORS SHALL BE STAINLESS STEEL SIMPSON 'STRONG-BOLT 2' PER REPORT ESR-3031 MAINTENANCE OF SPECIFIED CURING x BC 1913.x,ACI318: 5.11-5.13 TEMPERATURES AND TECHNIQUES EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON 'SET-XP' ADHESIVE PER REPORT ESR-2508. EPDXY ORADHESIVEANCHOR FLACE aIT X EXPANSION OR SCREW ANCHOR PLACEv1ENT X VVHERE NDICATED ON DRAWNGS MASONRY: INSPECTION: LEVEL ONE. (f�3SPECTFORoJfiV^vORI-c1=aI�SI-IAPIINGI.4G¢i,TloN AND DIMENSIONS OF CONCRETE MEMBER X ACI 318:6.1.1 CONCRETE MASONRY UNITS: BEING FORMED -J ASTM C90, GRADE N, MEDIUM OR LIGHT WEIGHT UNITS. MASONRY. LEVEL 1 INSPECTION NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE 1,900 PSI. (FOR ALL ITEMS REFERENCE ACI 530 AND ACI 530.1) VERIFY COMPLIANCE WITH b ISPECTION CLAY MASONRY UNITS: PROVISIONS OF THE CONSTRUCTION X ASTM 662, TYPE 6W DOCUMENTS AND APPROVED SUBMITTALS C) NET AREA COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS SHALL BE 4,950 PSI. 0 VERIFICATION OF f'm AND f'AAc PRIOR TO X CONSTRUCTION II MORTAR: �'ERFICATION OF SLUMP FLOWA��D VSI AS MORTAR MIX: ASTM 0210, TYPE S, IN ACCORDANCE WITH IBC TABLE 2103.8(1), 2103.8(2), AND 2105.2.2.1.2. MORTAR MATERIALS: PORTLAND CEMENT, ASTM C150, TYPE 1. DELIVERED TO SIT'EFOR SELF-CONSOLODATING X 2 MORTAR AGGREGATE: NATURAL COLOR, ASTM 0144 GROUT PROPORTIONS OF SITE PREPARED MORTAR X GROUT: SAND: ASTM C144 CONSTRUCTION OF MORTAR,��ITS x Et GROUT AGGREGATE: ASTM 0144 PRIER TOROTINC X GROUT: ASTM C416 OR IBC TABLE 2103.10, f'g=2,000 PSI MINIMUM AT 28 DAYS. PRESTRESSG TECHNIQUE HYDRATED LIME: ASTM C201, TYPE S SIZE AND LOCATION OF STRUCTURAL x REQUIRED WALL GROUTING PER STRUCTURAL FLANS, AS A MINIMUM ALL CELLS CONTAINING VERTICAL ELEMENTS l.1..1 BARS AND ALL BOND SEAMS SHALL BE FILLED WITH GROUT. TYPE,SIZE.AND LOCATION OF REINFORCING CONNECTORS,ANCHORS,AND PRESTRESSING X Z D CONCRETE MASONRY ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 1,500 P9I. TENDONS AND ANCHORAGES PRIOR TO Z CONCRETE MASONRY WALLS SHALL BE REINFORCED PER STRUCTURAL PLANS AND DETAILS, AND IF GROUT[I G NOT INDICATED SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL". V D 4G OF REINFORCING BAR X N , > C\1 CLAY MASONRY ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 2 000 PSI. PROTECTION OF MASONRY DURING COLD X OSSC 2104.3 AND 2104.4 CLAY WALLS SHALL BE REINFORCED PER STRUCTURAL FLANS AND DETAILS, AND IF NOT INDICATED (<40'F)AND HOT(>90"F)WEATHER D S SHALL SE AS NOTED UNDER "MASONRY REINFORCING STEEL". APPLICATION AND MEASUREMENT OF X 0) PRESTRESSING FORCE 0 0 WHEN EITHER THE AMBIENT TEMPERATURE OR THE TEMPERATURE OF THE MASONRY UNITS FALLS GROUT SPACE IS CLEAN X Z W/ BELOW 40 DEGREES Fahrenheit, COLD WEATHER MASONRY CONSTRUCTION SHALL COMPLY WITH IBC PROPORTIONS OF SITE PREPARED GROUT fl CNI 2104.3. PRIOR TO USE O WHEN THE AMBIENT TEMPERATURE EXCEEDS 100 DEGREES FAHRENHEIT, OR EXCEEDS 90 DEGREES GROUT 17 C �1I=NT X �' FAHRENHEIT WITH A WIND VELOCITY GREATER THAN 8 MPH, HOT W GROUTING OF PRESTRESSING WEATHER CONSTRUCTION SHALL x COMPLY WITH IBC 2104.4, BONDED TENDONS L P!RE1?ARATIfN OF REQUIRED GROUT x OSSC 21E .2.2 AND 2105.3 cip CO MASONRY REINFORCING STEEL: SPECIMENS,MORTAR SPECIMENS,AND PRISMS C REINFORCING SHALL CONFORM TO IBC 2103.13.1. DEFORMED BARS SHALL SE GRADE 60, AND SHALL I .EPDXY OR ADHESIVE ANCHOR I ACEI'�1ENT X O BE SECURELY PLACED IN ACCORDANCE WITH ACI 530. REINFORCING BARS TO SE WELDED SHALL EXPANSION OR SCRBN ANCHOR PLACEMENT X (r) CONFORM TO ASTM A106. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF < '11- LINES AND AT THE TOP OF WALLS. PROVIDE A BOND SEAM WITH TWO °5 BARS HORIZONTALLY ABOVE pecNtSTIONS; AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-6" MINIMUM PAST THE OPENING. PROVIDE A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL rI SPECTOR IS ON SITE ATALL ONE #5 BAR FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND TAMES OBSERVING THE WORK REQUIRING SPECIAL NSPECTION. INTERSECTIONS. UNLESS OTHERWISE NOTED PROVIDE CORNER BARS TO MATCH THE HORIZONTAL B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TII'U1E WALL REINFORCING AT WALL INTERSECTIONS. NILRVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL IIS'PECTION LAP ALL BARS AT SPLICES 12 BAR DIAMETERS, WITH A MINIMUM LAP OF 2T' EXCEPT AS NOTED IS III Co NFaIR "ANCE WITH APPROVED PERs1[T PLANS AND sPEGII (CATIONS. Ct WHERE REQUIRED, MECHANICAL SPLICE CONNECTIONS PER ACI 530 (REINFORCING BARS LARGER THAN A NO. 9 BAR SHALL BE SPLICED USING MECHANICAL CONNECTIONS). III METALS: ALL MISCELLANEOUS STEEL: ASTM 436 (FY=36,000 PSI), OR AS NOTED ASTM A512 (FY=50 KSI). THREADED RODS: ASTM A36 OR ASTM A301 (HDG) WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY CERTIFIED WELDERS. ALL EXPOSED FASTENERS, ACCESSORIES, AND CONNECTORS SHALL BE ZMAX OR HDG OR STAINLESS STEEL. 0 CARPENTRY: GRAPHIC LEGEND SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN L EL UMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. GRID ALL FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF FABRICATION. ALL FRAMING SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 15% BEFORE INSTALLING GYPSUM WALL BOARD. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE / CMU OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. GRADE AS FOLLOWS: Q DETAIL REFERENCE Mr FRAMING ELEMENT SPECIES 4 GRADE POSTS, JOISTS, AND LEDGERS D.F. #2 OR BETTER (PRESSURE TREATED) (N) DENOTES NEW CONSTRUCTION. STAIR SEAMS AND STRINGERS H.F. #2 OR BETTER (PRESSURE TREATED) (E) DENOTES EXISTING CONSTRUCTION. STUDS, JOISTS AND RAFTERS D.F. #2 OR BETTER DENOTES KEYNOTE 2x6 T4G D.F. #2 OR BETTER E.O.R. DENOTES ENGINEER OF RECORD Drawn: JSC ROOF DECKING D.F. SELECT DENOTES NEW FOOTINGS. Date: 11-14-12 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF -__- DENOTES EXISTING FOOTINGS. Plot: - TIMBER CONSTRUCTION, AITC A190.1 AND 4511-11D 3131. EACH MEMBER SHALL SEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE File: - COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. 1 1 REPRESENTS NEW WOOD WALLS. GLULAM HANGERS NOT SHOWN SHALL SE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN Check: DGG SPECIES ARCHITECTURAL GRADE, AND OF THE STRENGTH INDICATED BELOW: , , REPRESENTS EXISTING WOOD WALLS. COMBINATION REVISIONS DEPT}-I SYMBOL, SPECIES USE. NO. DESCRIPTION DATE ALL 24F - V4 DF/DF (SIMPLE SEAN) FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL SE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED Sheet Title OR HAVE ZMAX COATING. NAIL CALLOUTS SHALL SE INTERPRETED AS FOLLOWS: GENERAL NOTES NAIL CALLOUT DIAMETER LENGTH & SPECIAL 8d COMMON 0.131" 2 1/2" INSPECTION 10d COMMON 0.148" 3" 16c1 SINKER 0.148 3 1/4 I 16d COMMON 0.162" 3 1/2" 1 SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 Q�� flN OR PS 2, OR APA PRP 108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE AFA �3' GINE RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. 4 �,�SHEATHING INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" c 44079PE SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL � MANUFACTURER. OREGON ALL ROOF SHEATHING SHALL SE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, 0 '�A. 12 1g� �� EXCEPT AS INDICATED ON THE DRAWINGS. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS Q SHALL CONFORM TO OSSC TABLE 2304.9.1. S G• G P� FLASH INGrt AND UJATERPROOF INCA: E X P: 6/30/13 ALL FLASHING AND WATERPROOFING SHALL SE PER THE ARCH. DRAWINGS. . INSPECTION SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1104 OF THE OREGON STRUCTURAL SPECIALITY CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO S1 . 01 BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER PER THE TMR Job No: 12307 SPECIAL INSPECTION PROGRAM. L jye V -4F1§.= ♦ ` 2,~, v ■ 3 O "?o aun o it O Lc)�E R.LL 00 .L •F+ C U _ A : 1 - SHEAR WALL S1-TEAR WALL PW.4 � W 2 53.01 -- F'7-1 o O�N A�I ON ��A�l � NO� S: E cn v Ac_ I J Lit Ill - II n 1 LL. , ( , 7 -r o i (a e 0 s„,,._ U Li L L(E) CONCRETE SLAB-ON-GRADE. o 2. (N) GL 83/4x9. 0 Lo 01 N C44 CA AND SIMPSON 'ABU44' BASE WIT1-I 3. CN) 4x4 WITH SIMPSO EP P � o c� it® 1/2"0 x31/2" SIMPSON 'TITEN' SCREW ANCHOR. - p� ct'� CV © O © I o - 4. (N) DOUBLE 2x4 TRIMMER + C2) 2x4 KING STUDS. '- o ii )-1 X __, ,a_ 'I� _ _ 5. (N) SIMPSON 'HDU2' HOEDOWN PER`4/S3.01. 0- rn a cy 53.01 I 5301 (o. (E) CORNER POST. VERIFY AND NOTIFY E.O.R. OF FINDINGS. - , in r L NOTES: ° rn 1 Z N .. t, 0 5301 r - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT a� O V ANY ISCR PANCIES ® i o 1�, SHOWN ARE PER APPROVED ARCH L DWGS. RES L E D E .- Z � � L J WITH THE ARCHITECT PRIOR TO SIDDING OR CONSTRUCTION. O o Z o _ © I •d 0 , ot o.4 0> Z 6 53.01 - v 53.01 Q a 0. \ \ ' © 4;IN_-4- a I 0 I I . Ii. .. I ............,__ 4- r--;•--1, -, Q o p ' r _ .. 53.01 3 2 53.01 53.01 i 2 0 9 53.01--1 1-- o e 0 2 . L Abdik. - B Lri .;,t, - 1 1 1 1, 1 ] , ___I . U-1 I SHEAR WALL { S1-4EAR Sl-4EAR Et WALL WALL I C.9 w 1 - 0 0 4 z NORTH Li_ U-I c\I > c\i 0 < 1 . Qi Aft FOUNDATION PLAN SI 0 L.1 S2.0 1 SCALE: 1/8"=1'-0" . .... Et Nz 6 1 a.. ... (1) 1:-jcz 1 ct -- 01 ® I-- MM) 53.01 53.01 I I I I W 1 1 II I II L I � �OUJ�R AND � �R 1 � 1 LIRF NI _. �� 111111I 1 1111111 1 VI ■ L N) 4x !iilj(N) 4x8 - •Ii CN) 4x%,� 11111111 ROOD FRAMING FLAN K ENOTE : - - , s -_�o -- = _ ss -�� -- -� �v� �� 1, CE) PLYWOOD ROOF SHEATHING. ADD (N) ad e 1'-0" 0/0 EDGES AND 1'-0 0/C ilr- I III I © � , I I L II I I I I FIELD. VERIFY CE) NAILING AND NOTIFY E.O.R. IF FINDINGS. It n �� H - 1 n I I I I O P _ u I II 2. (E) 2x12 ROOF JOISTS e 1 -4 O/C. IIII _ -II 1 4t-I�+ LLI �' - J I IIII I 1 -21'1 III z x i _ -II 3. CE) 2x12 OUTRIGGERS e 1'-4" 0/C. I I1 we 1 sm il L 4. (E) BEAM. VERIFY SIZE AND NOTIFY E.O.R. OF FINDINGS. I . 0 I =IE. - mot- ' --___ � 1 5. (N) 1/2" PLYWOOD OR CSB WITH 10c1 x1�/2" e (o" 0/C EDGES AND 11-0" 0/0 . ::i 1 't FIELD. PLACE OVER 2x6 T4G DECKING WITH (2) 16cl AT EACH SUPOT. �, 5 II i z �O 11 _� 411 (N) GL 3 8x15 71 0 53.01 - - .. a I I 6. (N) GL 5 1/ x9 PURL INS e 4'-0" O/C_ j 3, 4 I I ME_ _®II " '` X II 8 I (N) GL 8 x15 /;1 I II _ II -RCN) GL 834x15 '- T Mil' 1 II -1. DOUBLE-UP (E) 2x12 JOISTS WITH LSL 11/2x111/4 WITH (2) 1�od '� 1'-0" 0/C. 1 I I 1 I j �� I I I I I 1 � r I I 11 I NOTES: IIII I 14 4 I IIII - - z fI .1�5�, 53.01 �� L - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT ,n 4))<1 ,� Li �' �.. `� '� <xi SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES x I x I x� -� 1P 1 WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. ��' M``� M``� �`° �'� �r 1lA c� 'CO �.. 0 � I I ch � � c0 m_II UM 53.01 I OPEN I1 � � � � Ti �� 1111111..' ,I I .2. IzI 21 z1--_,. © z z II II I I1 18 I /2k ® 1 I i 18 53.01 53.01 53.01 53.01 h 53.01 - n I IIII Drawn: JSC - �t 3/ I 1111 I I CN) GL 83%X15 I 1 N (N) GL 8 x15 x0 I -L 3 LIT:-- J [--- - c J� Date: 11-14-12 LI M�1 i l I (N) GL 3��Sx15 � alit ____ __.] Oa&- I - r� I _ I Plot: -I NNW ' 53.01 r' 53.01 ��U ^ ° 11 53.01 51(221 1 File: - �� � � � .I IIII Em _ © mi. 1 IIII t � 1 L Check: DGG -h 5301 o- � _ - : - IIII REVISION NO. DESCRIPTION DATE IIIIIIMMIK MCI' 11 1 53.01 IIII r H I ' 1 1 II II I 11 --� I I III mg 4 / II -- ---- - - CN) 4x8 , ;; CN) 4x8 mart-■ B ' ma fomi����r 3 �� ilit-N-74x8: riii im• r 1 1 1111x1111111 I ► I I I I Sheet Title 15 5 0 53.01 53.01 STRUCTURAL FRAMING PLANS 1 4 NORTH NORTH 0 2, �' Si `� PROF 0 2' 4' a' '41 i 3 IN PLAN ��INE��s�� / ' 1 2� LOWER ROOF FRAMING PLAN UPPER ROOF FRAM G SCALE: 1/8"=1'-0" 52.01 SCALE: 1/8"=1'-0" 44079PE �2.00� i R OREGON 'c- 0&c<�N• 12,1 ��� .S G. G. EXP: 6/30/13 . . S2 . 0 I TMR Job No: 12307 L 1 i r .r GL 83/4x9 POST N g -- CONN. TO 81"1 E . Q. =M 0 � a / N C a.M I` co ca U M M ■ > o, M L.L a) , co w r. , p"'Mo I \ / I 3" C C - O I I\\0/l✓I l I \ �E•- a, w 'L II /\II I j1/ • l`I\ 1 au I-- C i 0 .- —i7.7. itie __\2d if:4 i II 1'� _ I . _ C2) 1 x2 O PRE DR LLED a � LL! o SACK FE PER 11/S3.01 -4 _--F-- LAGS FROM TOP OF BM 8" . INTO TOF OF COLUMN P4 z _. L_ A SECTION H o 0 a) u L Ct O a ROOF DECK PER PLAN ROOF DECK ROOF DECK • \ PER PLAN PER PLAN co 2" EQ. 2 \ .�.�. EQ. ����., p D a� ` p� d' N I Cr C LA 11 �.v.�rzmmzmm�mmm�mmm X ��..�m\mm�mm�mmmmtm� i i \ � 3�� 3" - '--- _ rn Q i .�m�r�mm�mm�mmm�mm� cri q I mr�a ll p �.,m�mm�mmm�mmw�mmD \ � c� 3I, �' iii �..anmm\mmmlm lmm� 'I\ , 2 40 9 \ �.,. .m�mmm�mm�mmmr r�'1 a N EQ. 2 \ •4•:__Ih EQ. GL 5/axe PURL IN PER - 2" - -- - PLAN W/ SIMPSON 'LEGFC' LA ' HANGER WITHOUT TOP FLANGE. W N E (6) 3/4"� x12" LAGS 1�� 0 ,,,,�m14,a GL 3'/4x15 EDGE SM W/ CONN. TO GL 51/a W/ (2) 3/4"4, BOLTS v z L �! c°�, GL 83/4x9 POST O e 3" HORIZ. SPAC'G 12 ' I KERF 4 SRC. iE CONN CONK. TO SM GL 3�/a FASCIA 4 TO GL S3/4 WI (4) 3/4"4, x8" LAGS ® °' - o zi 2" PER 11/53.01 •- 3 / / BM PER PLAN ® t o � z � GL 53/4 ROOF 8M PER ELAN L 5x3x3/8x0'-31/2" LLV W/ (3) 3/4"4, x12" PRE-DRILLED GL 83/4 BM PER FLAN O Q (1) 3/4 0 x>e LAGS LAGS '� CENTERLINE GO cz N. 1/4 GL 83/4x9 POST / ■ rt e. Yom. C--1-" ES-1-0 '''r TY . CLE STORY 1 ,. CLERESTORY CO R -- CORER RAM I\G fl . �ASC I A 4'5 47 CO \ R CON\. 18 PJRL I\ TO A' 53.01 12307-07 " '_ " 63.01 12307-08 " = 1'_0" 53.01 12307-09 SCALE: 1" SCALE: 1 = 1 0 SCALE: 1 = 1'-0" 2x41'-4" 0/G W/ (2) 1&d EACH END Itm-Alitiltgi X X • 2x4 SOLE fib? W/ mem' $ X _" (2) 1g2d AT EACH JOIST - SIMPSON 'H2A' ! 1 t 2'-S" 0/C SIMPSON 'H2A' ' ' CE) PLY'WD ROOF SHT'G (N) 8d �" 0/C - -.• C.1 GL a3/4x9 POST V �� -0 SIMPSON 'H2A' 1 . y PER PLAN 86 e 4" 0/C 2x8 STUD WALL , 2 -8 0/C 8d e 4 0/C �� e 1'-4" 0/C 2x8 STUD WALL ° GL 53/4 ROOF IBM W/ (E) PLY'WD ROOF 1 2ex1 -4" 0/C WALL 1- ' 0 t 1' �•" O/C Sd e 4 0/C Sc e 2" 0/0 e 1 4 0/C I VERIFY (E) 2x12 BLK G t SIMPSON A35 (E) PLY WD ROOF ° SAME CONNECTION. /6 SHT'G C 1'-4" O/C ' �, - AND NOTIFY ENG. -..'- 2 DAP ENDS 3 ��� �SIM-�S 0/C 35 ' (E) PLY WD ROOF SHT G SIMPSON A35 1 0 0/C TIGHT AROUND BACKER � 2x8 SOLE lE W/ SHT'G -i! 1E SOLT HEADS 2"2" GL S3/4 ROOF BMS ,II; 2x8 SOLE FE W/ (2) 1/4"4, x4�/ " SIMPSON 4 2 Ilium � 2x8 SOLE lE W/ / y / PER PLAN. D (2) �r4"� x�l�r2" SIMPSON 'SDS' SCREWS 1'-4" O/C Ili. �/ �/ " " " 1 i 1 --\ t C2) 4 0x4 SIMPSON / SIM ON (N) SIMPSON LTP4 S Et ACK lE 1/2x83/4 W/ TIGHT � 'SDS SCREWS e 2 1 C3) x3 PS �l 3E BO i�.�. ��li'�,` / AT EA CH JOIST L--- r y O ( C 0 U.1 N) 2x4 FASCIA STUDS 1 • . �� 2" '/4 (E) 2x12 ROOF JOISTS GL 83/ ROOF (E) 2x12 ROOF JOISTS • _ / O AT EACH (S) JOIST Z D 4x12 ROOF BM W/ SIMPSON 10 PER PLAN W/ GL 83/4 ROOF S3/4 / 4 MAX l&d SIMPSON 1U21O' HNGR BM PER PLAN SM PER PLAN PER PLAN IBM PER PLAN 1'-�" 0/C HUC 12 HNGR. W/ I° • • CE) 2x12 ROOF JOISTS $ (E) OR (N) PLY'WD 0 NI NAIL G 11A/53.01. Ia � 2" CP PER PLAN W/ / C2) 1&cl WALL SHT'G PER 2/53.01 Lii. Ill C\1 HH 2x4 SLK G AT H2A W/ 1 CE) BM TO BE VERIFIED )Q,�'.!! Fir4 C2) 16d AT EACH END 1 FOR HANGER SIZE e 115/53.01 __� �- - 2 \ LSL 1�/2x11�/4 W/ C3) '/4"� x4/2" SIMPSON 'U21O' HNGR I. 1 SIMPSON 'SIDS' SCREWS AT i $ 1 > CN KERF FE 3/a W/ (2) 3/4 BOLTS LSLI 11/2x111/4' LEDGER W/ LSL 11/2x111/4 W/ (3) r4 x4/2 / aro EACH STUD / r M N SIMPSON 'SDS' SCREWS AT $ " ,1I ---- (E) 2x4 STUD WALL 1 0 < I ' 1 W/ TOP BOLT SET AT TOF OF C 3) 4 x4 2 S I PSO I ► 1% e 1'-4" O/C 53.01 1'/4" VERT. SLOT. SDS SCREWS AT EACH EACH STUD MAX KERF CUT = 1/2" STUD (N) 2x4 SOFFIT JOIST (N) 2x4 LEDGER W/ 1 0 L.-1. 2'-0" 0/C (2) 16d AT EACH STUD i Z 1 1 4 /, BRG FE -1/ax5xO'-83/4" Et C\I 0 53.01 TYP. ( ) ROOF TO ( ) ROC)- - I 0 ( ) R00— TO O -. 3� �� 12 �� CORY �A CO 12.S Cl 6—ORY .JAL 1 \ Cl R S ORY JJA 1 ROOP s c I0\ Et › 73 11 G a . x13 2 ROOF TO —)O ST GR LR l L 53.01 12307-12 SCALE: 1" = 1'-0" 53.01 12307-10 53.01 12307-11 53.01 SCALE: 1" = 1 -0 SCALE: 1" = 1'-0" 53.01 12307-14 SCALE: 1" = 1'-�" 12307-06 SCALE: 1" = 1'-0" CO°�J CM , ____ i 1.1.1 c) -— L_— co F- r— co - CAULKED JOINT < 'Cr' ____IV_____ �- GL POST PER PLAN KERF FE3/ax& W/ (2) (It 3/4"0 CTSK BOLTS. MAX KERF CUT = 1/2" . C.F , SASE FE '/2 x1x POST Ill DEPTH W/ (4) 5/a"4, x8" . . 11�, • - NEL-STUDS e 5" 0/C. CMU WALL 2 i/ 0- EACH WAY PER 1/53.01 3" 10 0 (E) CONC. SLAB W/ 6 ( I DOWEL PER 1/53.01 0 // 0 1 1 / / 4 e4 ll Q (1. • II II Z16 a L a ° FOOTING 4 RE INF. A ° 4 a a IS. PER 1/53.01 a . . & TYP. GL S34 C0_�M\ 545E 53.01 12307-13 SCALE: 1" = 1'-0" Drawn: JSC Date: 11-14-12 Plot: - rim/ , I\ ( � ROOF JOISTS File: - SIMPSON 'A35' AT (2) 1g2d e EA PER FLAN TYP., / JOIST EACH SIDE STUD I I Check: DGG OF JAMS (E) DBL 2x PLATE II II REVISIONS \ IL\t S" CMU WALL W/: I NO. DESCRIPTION DATE C1) #5 VEST AND FT G DOWEL x --- -- . PROVIDE (I) ROW EDGE NAILING AT (E) OR (N) 2x STUD , � � AT � a 2 -8 O/C AND AT CORNERS. EACH STUD, STAGGERED = WI rum (2) #5 VERTS a6 JAMS X Ct A END CELLS. _ / �� PON�t' WALL 1'-4" O/C/ ✓ C I) #5 HOR 2' S" 0/G , JAMB OF OPENING E W/ 2'-S" CORNER HOOKS. //,- / GROUT REINF CELLS ONLY. (E) 2x4 STUD �! / / COORD COURS G W/ ARCH • (E) OR (N) 2x4 ' / / WALL e 1'-4' O/C CO O / / TYP U.N.O. - (E) OR (N) 2x4 STUD �' STUD WALL e 1'-4" 0/C i - / / III,� DOUBLE STUD, MIN. 1----r- O WALL 1'-4" O/C U (E) ��2" PLY'WD OR (N) 1/2"/ Y'WD IN-FU L W/ 1Od CE) 2x4 P.T. MUDSILL C6) l&d ---t PL L Sheet Title / W/ 5/8"0 xs" SIMPSON � STRUCTURAL O/C E -HD' ���� SIMPSON HDU2 HOEDOWN 4 xi -0 e 2 -0 O/C PER PLAN S _IN 4" EMSED. EPDXY (3) 2x'o KING STU2 I HEADER PER AN® / ANCHORS EACH SIDE CN) EDGE NAIL G CE) CONC. SLAB (E) 4" GONG SLAB �I I,/ =�// -t� Id e S" O/C e EA PER SCI-•IED. •►=.� ► � �` STUD TO STUD ° 4°" n is 2x� TRIMMER '� 2ND 7 . 11.frilr' R0 ° %��`\\'\\"\\'�� T.O. FOUND WALL I - 5i8"� x14" EMBED. A.S.'S �+ FLOOR. ��C�'7 00 N4.4, ,. a a ° % \/\/\/\ I `./'\ / DBL 2X(o TRIMMER '� 44079PE 11-3" ° a - CE) GONG `\i\\j/\\j/\\ I ALL THREAD EPDX`�' PER PLAN Via; ° ° a ° SLAB ;: S LL ANCHOR (2) EACH ��°o AFOOTING CLR. (3 #4 30 I C1) SILL TYP, AT OPENING < &'-0" SIDE. EXP: 6/30/13 #4 . 2'-0" 0/C TOP I (2) 2xe, SILL AT OPENING AND BOTTOM T Y P. > &'-0" AND < 131-0" q 1 TYP. (\) (\T. CMU ,JALL FOOT NC. 2 EXT. 1411L TO FOUND. JPGRAD 3 � � OR �\ WALL AT ( E ) � A 4 TY P BOLTED D O D OJ,1\1/GONG. S TYP /ALL —1:2) TO SIDE JAMS S 3 • 0 1 53.01 12307-01 SCALE: 1" = 1'-0" 53.01 12307-02 SCALE: 1" = 1'-0" 53.01 12307-03 SCALE: 1" = 1'-0" 53.01 12307-04 SCALE: 1" = 1'-0" 53.01 U.N.O. SCALE: 1" = 1'-0" • 12307-05 TMR Job No: 12307 L • . co I -0 GENERAL NOTES KEYED NOTES LEGEND CI_ „.,- . v) ._ ,..... 1. REFER TO COVER SHEET FOR ADDITIONAL INFORMATION <>, DEMOLISH (E)SINK,CAP PLUMBING BELOW SLAB AND PATCH&PREP FOR I- a) 2. REFER TO SHEET G0.01 FOR CODE SUMMARY, INCLUDING RATED WALL LOCATIONS . NEW WORK OR RE-ROUTE FOR(N)LAYOUT WHERE RELEVANT nr---, .. 0 c - ,<>, DEMOLISH (E)WINDOW, FLASHING&ALL ASSOCIATED COMPONENTS, PREP \\ — 3. CONTRACTOR TO REVIEW ITEMS INDICATED TO BE REMOVED WITH OWNER TO IDENTIFY THOSE TO BE STUD FRAMED OPENING FOR NEW WORK \\ DOOR AND FRAME TO BE REMOVED W = o SALVAGED FOR TURNOVER TO OWNER • DEMOLISH(E)STOREFRONT OR CURTAIN WALL WINDOW SYSTEM&ALL \ ■ ASSOCIATED COMPONENTS, PREP FOR NEW WORK 1_1 i al 5. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES TO REMAIN AND PREP FOR NEW WORK AND ,<>, DEMOLISH (E)SHOWER. CAP PLUMBING BELOW SLAB AND PATCH &PREP o MATERIALS i '- FOR NEW WORK , ,-x-„x-., co 6. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING LOCATIONS AND SAW CUTS REQUIRED FOR INSTALLATION ,<>, DEMOLISH (E)TOILET. CAP PLUMBING BELOW SLAB AND PATCH& PREP FOR DOOR AND FRAME TO BE REMOVED 0 a) OF SUB-SLAB INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO ELECTRICAL AND DATA CONDUIT AND NEW WORK OR RE-ROUTE FOR(N) LAYOUT WHERE RELEVANT PLUMBING WASTE LINES. OTHER AREAS OF CONCRETE CUTTING AND GRINDING ARE IDENTIFIED ON THE DEMO C o PLAN. <> DEMOLISH PORTION OF(E)WALL&FRAME OPENING FOR(N)WINDOW x . . . . . . DOOR AND FRAME TO BE REMOVED < :- - -' , a) 4- co 7. DEMOLISH ALL(E)CEILING LIGHTS, DUCTWORK, GRILLES,ACT SYSTEMS AND ASSOCIATED COMPONENTS. ,<> DEMOLISH (E) URINAL. CAP PLUMBING BELOW SLAB AND PATCH&PREP . Lo FOR NEW WORK OR RE-ROUTE FOR(N) LAYOUT WHERE RELEVANT z co 8. DEMOLISH (E) BATT INSULATION ABOVE CEILING AT ALL LOCATIONS. <> DEMOLISH (E) UPPER&LOWER CASEWORK (E) EXTERIOR WALL TO REMAIN -;),- 1--- , I 9. DEMOLISH (E) DUCT DUCT WORK, HANGERS,AND ALL ASSOCIATED ACCESSORIES/COMPOENTS. ,<>, . DEMOLISH(E) LAVITORY.CAP PLUMBING BELOW SLAB AND PATCH&PREP , - 5 c) FOR NEW WORK OR RE-ROUTE FOR(N)LAYOUT WHERE RELEVANT (E) EXTERIOR WAREHOUSE WALL TO REMAIN 10. DEMOLISH ALL(E) FLOOR MOUNT ELECTRICAL OUTLETS. <>, DEMOLISH (E)MOP SINK. CAP PLUMBING BELOW SLAB AND PATCH&PREP I- FOR NEW WORK OR RE-ROUTE FOR(N) LAYOUT WHERE RELEVANT --o-_ 00 - r • I- \ -- co cm ,_ • .0. DEMOLISH(E) HOT WATER HEATER (E) WALI_ TO !REMAIN Et cu Q. s Lc..8 • = 72 co oci E • DEMOLISH PORTION OF (E)WALL FOR(N)WDW SYSTEM 77/77777/777 77 W si.12 C•I 0 WALL TO BE REMOVED " 0 Q zo a) -6g Ili .0. DEMOLISH (E)8”CMU WALL 0 -- Z c L° Tin 0 t <> DEMOLISH (E)CONCRETE CEILING ,.... 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(1 „ M._ „. 0 - ,, 7 ,---, . i 1 1,1 \ \ I , 0 \ '\--71 .7::::Ill'a.IPn°:71-::711rD5'2{:)°;°::°CN:r 7:: 0 \ \.. / Date: 12/20/12 0 i_r,-,1==== II r- File: File path 11 =a77 -').777%7-;7777,';i r,7777/77/7777';771 I 0 4> II / . Ii I I / - _ , , Check: Checker II / ‘,: 0‘• `\ ' \ X.M,\ \ \'‘'•ss•; ''' '‘ `\, '' \\\\ \ I I z , REVISIONS I 0 - I t.L.--- NO DESCRIPTION DATE . -- :71 - I , 2 A3.00 I 0 \ P 1 4 . \ \\ 0 ---, -,:---, /-,--,,,-.7--,1 0 10 -4_ H t.), /.Jo '0 0 0 u . _la_ 1 _ ,,1 _ _ , .,,.' 4z.:::::7,,,,, 0 0 • 10 0 i 4> , \ , 0 .or, / rli-- --F---- -I o 0 l'`'„ 01 In r I C ] (/;1 >< \, 0 // \\ OF— —— L-4 -) I- L__0 o_i I_,1 _ -, ===== —,It Sheet Title Bs'., .71.—-------7---t , - , ,,-, -, L __Av77,77/;,!. .I. -- I. I ; 57 ;'"74E, .10 ---- , ' I 1 ' '.' ';,77/177-,.'; - ,- DEMOLITION FLOOR PLAN 555 \ \ <> 0 4> 0 3 0 4> 0 • • \ I I \ I -,.._____1 A3.00 = a) _a 2 . 4 • 4 Ex -1- co .-. <• a . NORTH a --- Ei o -• N 0 FLOOR PLAN - DEMO liDermit .:, a) il g ai p (NI --E. N .0 so 2 N 5,4 - iii H D al LiJ .. , . , A2 00 , , . a. < o_ w 1.- w < --1 Job No: 12084 a EL ( . I 1 1 U GENERAL ®TES K (E OES LEGEND a. -. , 1 w ° , . - 1. REFER TO COVER SHEET FOR ADDITIONAL INFORMATION 1 WALL NICHE W/RECESSED LIGHTS ABOVE - cn O ^L` W i 2. REFER TO SHEET G0.01 FOR CODE SUMMARY, INCLUDING RATED WALL LOCATIONS I- O PROVIDE POWER AND DATA FLOOR BOX TO ACCOMODATE EXISTING CONFERENCE ROOM TABLE ( )E EXTERIOR WALL TO REMAIN V 3. ALL WALL PENETRATIONS BETWEEN ROOMS MUST BE SEALED FOR SOUND TRANSMISSION 4. SEE SHEET A9.01 FOR PARTITION TYPES, INSULATION TYPES,ACOUSTICAL INFORMATION AND TYPICAL O HOT WATER DISPENSER AT SINK w • DETAILS (E) WALL TO REMAIN I- OINFILL OPENINGS THROUGH EXISTING OCCUPANCY SEPARATION m WALL WITH 2 HR RATED CONSTRUCTION TO MATCH EXISTING. o 5. DIMENSIONS ARE TO THE FACE OF FINISH, GRID LINE OR CENTER LINE OF DOOR OR WINDOW, UNLESS REFERENCE UL WALL DESIGN U301. NOTED OTHERWISE (N) FRAMED WALLS co O • 0 ° 6. DOORS NOT DIMENSIONED ARE TO BE 6"FROM HINGE TO PERPENDICULAR WALL 5 WALL MOUNTED FIRE EXTINGUISHER AND SIGNAGE `- EXISTING 2 HR. OCCUPANCY SEPARATION, REPAIR AS REQUIRED TO ? < X < (N) MASONRY WALLS ° 7. CONTRACTOR TO REVIEW ITEMS INDICATED TO BE REMOVED WITH OWNER TO IDENTIFY THOSE TO BE O SALVAGED FOR TURNOVER TO OWNER MAINTAIN RATING.ALL NEW AND EXISTING PENETRATIONS TO BE < L Nt. STOPPED OR PROTECTED BY APPROVED UL ASSEMBLIES. - co 8. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES TO REMAIN AND PREP FOR NEW WORK AND x co MATERIALS - WG-# WALL GUARD - O CV 9. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING LOCATIONS AND SAW CUTS REQUIRED FOR _c �'`� INSTALLATION OF SUB-SLAB INFRASTRUCTUREINCLUDING BUT NOT LIMITED TO ELECTRICAL AND DATA �/ a c j Lo CONDUIT AND PLUMBING WASTE LINES. OTHER AREAS OF CONCRETE CUTTING AND GRINDING ARE a >,; IDENTIFIED ON THE DEMO PLAN. . I m ca o u_ �,^ Q N • L.L 2 cm 00 E w - Z O N ° 0 N o (L -- Z C L '° 0 U O L Z N (^ N N- C � V J I I A3.01 1 2 1 I A3.0 I I - 1, animal I 4'-0" 6'-0 1/2" 3'-11 1/2" �7 1/2" . III co 0 ,_ NEW DOORS 0 - DOOR&FRAME / ! - _ j SCHEDULE 0 1 1 _ 8 TOIL 13 1` 128 \ DOORS FRAMES L - ` a) I I I o \ \\\\ \ OPENING SIZE I- r - - - I I - - ` ` Mark WIDTH HGT. TYPE MAT FIN MAT FIN NOTES 2 A- I 1 8W A5.01 8E 131 " A5.01 - 13E I 1 1 ` , 100 6'-0 1/4" 7'-0" FG AL AL ENTRY DOORS . Yc- - --j it- - --Y 'ZI. I WOMENS 111 -8S O \ \ C° 104 3'-0" 7'-0" FNV WD STN WD STN M 2'_0" o I �;.I 135 105 3'-0" 7'-0" FNV WD STN WD STN OFFICE - - - 106 3'-0" 7'-0" FNV WD STN WD STN- (VP ' _ 114 I 1 1 r� „ „ Elit o I 1' -1 ,� , 1 107 31-0" 71-0" FG WD STN WD STN ,---)- - - - - ,, 21-10"--- O �� T 108 3'-0" 61-11" FG2 AL AL AL ENTRY DOOR 109 : ::-0" : ::-0" F HM HM HM PTD 90 MIN. FIRE DOOR (.,.,D Lli OFFICE I 1 i 111 6 ,, 0 < Nal LL, - 110 31-0" 71-0" F HM PTD HM PTD NO LATCH 115 , - - :; - - , 1 �' 12 111 3'-0" 7'-0" F HM PTD HM PTD NO LATCH Z D - , , \ d 112 3'-0" 7'-0„ Z 113 6'-0" 7'-0" t ' ' / Ii r 12 A152.s01,_ 12E ,} d L.1..! I \ 1 ' \ ' ' / � 114 3'-0" 7'-0" FNV WD STN WD STN I 1 g�' TOIL' T \ '/�/ / 115 3'-0" 7'-0" FNV WD STN WD STN >/co 1'-0" I 127 N 116 111-6" 71-0" MIN. ��W /' �;- ,\ 2'-10" 5-1 1/4 117 3'-0" 7'-0" FNV WD STN WD STN 0) `.J - -� 118 3'-0" 7'-0" FNV WD STN WD STN LJ 0 0 ° CORRIDOR `_7 U 7 ( . „ 1.�9 N j I 112 ~ I- r� i' MENS �\ ' O I 8'-4 1/4" 119A 31-0" 7-0 FG WD STN WD STN CONFERENCE EGRESS DOOR z rt A5.01 21-0" 1 110 \I 1196 8'-0" _ 9'-6" FG2 WD STN WD STN CONFERENCE SLIDING BARN DOOR PAIR „ , ■ `� 17W " A5.01 7E 1 119C 8'-0" 9'-6" FG2 WD STN WD STN CONFERENCE SLIDING BARN DOOR PAIR Cet N 2-8 k I �\ �\ , 1 1-c n EXISTING BREAKROOM 0 C9 _ li 117 I I 9 110 �\ \\ / 1 1 I 129 Elo ., 1 `d �' 7S I I 0,1-Egfantri Z o Et si- EXISTING DOORS TO REMAIN \ I I I Q I i - 1:o- °' DOOR&FRAME SCHEDULE CO CIC5 i 0 OFFICE i a' ,� I _ :f 1 = DOORS FRAMES- _ L ° 1 OFFICE _ ' 1d'_1" 1 1 nw 1 1 1 126 - OPENING SIZE ® •- ► _ I� - , Mark WIDTH I WIT. TYpP MAT FIN MAT FIN NOTES (9 warn rr�v .. ..v.. II I 126 3 0 7 0 FNV WD STN WD STN rc I I 1 9 9 0' I I �- V-- b 1 I - �� I I I 127 3'-0" 7'-0" F HM PTD HM PTD PRIVACY INDICATOR .. lI 1 -� 1 1 126 128 3'-0" 7'-0" F HM PTD HM PTD PRIVACY INDICATOR 1.< 1-C `1-c 1 I Q _ Q_ _ I I AMENITIES i-----------rt____v �� - - -,{ 6E 109 130A 6'_0„ T-0" EXISTING i I I I 130B 3'-0" 7'-0" EXISTING I 1 11'-7" CORRIDOR 'I II I I I 1 ' " 130C 3'-0" 7'-0" EXISTING 1 116 `is 1)-I I 4-c � N A5.01 6 6O - 130D 12'-0" 16'-0" EXISTING I 1 1 a o 1 I 1 0 - - - - - - _ L } { , < NEW 90 MINUTE DOOR IN 131A 12'-0" 16' 0" EXISTING Et I I CONF RENCE I I 5 II I I 11 u I 1 II / EXISTING RATED OPENING 131B 3'-0" 7'-0" EXISTING 1 1 1 1 19 I 1 ' I II I I II II I I II , 109 „ „ 1 I I N II 1 - _ _ I II II I _ - _ J I1 131C 14-0 16-0 EXISTING Li..1 4 LL _ - - LJ WG-2LL - - - -IJ 131D 12'-0" 16'-0" EXISTING 1I ail 1 1 1 1 N. N , . UP 131E 3'-0" 7'-0" EXISTING A3.01 . 4 ` I (17-C 1-c N N 1 0 131F 3'-0" 7'-0" EXISTING 4 I 1 2 1 II N N 0 I \ 118 1 I 5 ` A5.01 131G 24'-0" 16'-0" EXISTING tic 131H 12'-0" 16'-0" EXISTING �i 131-5 -I - - - - I I - - I - - - 13-5 1/4" \ A5.01 11 - - - - - - 131K 5'-8" 6'-8" EXISTING amT , . I 131L 3'-0" 7'-0" EXISTING 0 A3.0 . = r--- I fiI-- ] CORRIDOR 4 OFFICE , - v I I I I I 108 1 11 D D _ - L _ T,_ _,T _ � EXISTING DOORS TO DEMOLISH El.. 1 10 A5.01 M DOOR&FRAME SCHEDULE r-c � � � � o I I I I I PRINT/WORK N DOORS FRAMES i l I I �, _ • 10 A5.01 10E 107 \/ 1 OPENING SIZE �* i I rl - 1 Mark WIDTH HGT. TYPE MAT FIN MAT FIN NOTES • _- z A 1 I -10S � - � 1 1)101 3'-2" 6'-10" DEMO 4;7- a A y D102 3'-2 1/2" 6'-10" DEMO AP rj T \ 1 I D103 3'-0" 7'-0" DEMO �' II 1 11'-6 3/4" _ \ 1 :1:46 3'-0" 7'-0" DEMO N "-- I o - 107 r �, �R�� HYDE° ti 1I II 5 3'-0" 7'-0" DEMO �N rr a . 2'-6" 7'-0" DEMO ' ZOL n" D107 4'-0" ;'i " ''� PORTRND OR ON . '- " DEMO ' D109 3'-0" 7'-0" DEMO �� � ° I- 7 - - - -r _ 8' 8" • 3'-4" N -- , 1)110 3'-0" T-0" DEMO H I III WG 1 1 f D111 3'-0" 7'-0" DEMO DVC II I I II CORRIDOR I 3 0 Drawn: III 1 n 103 D112 3'-0" 7'-0" DEMO r - - - � - - - I 1 106 D113 3;-0 71-011 DEMO Date: 12/20/12 Ir 1_ _ _ A5.01 A5.01 I D114 31-0" 71-0" DEMO• III 1 = _41 D115 31-0" 7 0 DEMO File: File path " u I 1 2S \ I I D116 3'-0" 7'-0" DEMO II-I- - - �. L(, / 1)1'17 4'-0" 7'-0" DEMO y r7- - ` I o o Check : BD / D118 31-0" 71-0" DEMO I D119 3'-0" 7'-0" DEMO REVISIONS ' I 1-c.'- D120 3'-0" 7'-0" DEMO NO DESCRIPTION DATE WAITING 1 1 _ ` - ti "r 100 1 I OFFICE to - 1 2E A5.01 D121 3'-0" 7'-0" DEMO 106 I I I �r I D122 3'-0" 7'-0" DEMO A5.01 1 1 OFFICE OFFICE ` D123 3'-0" 7'-0" DEMO 1 1 2 104 105 D130 T 3'-0" 7'-0" T o, D132 3'-0" 7'-0" 1 , 2 A3.01 D133 3'-0" 7'-0" - RECP 1 101 1 I I r- - 9'-3 3/4" 9'-3 3/4" i 13'-5 1/4" 0„k 1'-10" 5'-0" . ✓i I B ®�.. , Sheet Title : r\ FLOOR PLAN / \ o , n I , n , n , n \ (,-7 7-8 1/2 2-11 1/2 4-0 6-0 2'-5 3/4" I 5'-6 1/4" 4'-0" \ , 1 / .t 2 I 4'-5 3/4„ I I 3 2 . cC A3.01 co 4 2 N . 8 . Permit Q i O N • Q NORTH CV sz 3FLOORPLAN - NEW N i w 1/4 - 1 -0 a ? I- v Z = E2 Q A2 . O1• w a 01 a Job No: 12084 o IT , 1 1 1 I • r • C I V • ^N`` W 1 GENERAL N KEYED N I C/f\J I I 1. CONTRACTOR RESPONSIBLE FOR DESIGN&CONSTRUCTION OF ALL SHORING O DEMOLISH (E) SHEET METAL PARAPET FLASHING, PREP FOR NEW FASCIA 1--- ) REQUIRED TO PERFORM DEMO WORK& NEW CONSTRUCTION BUILDOUT U f 2 DEMOLISH (E) ROOF SYSTEM, PREP FOR INSTALL OF RIGID INSULATION AND 1 1 2 NEW ROOF SYSTEM w REMOVE ROOF DECK AND STRUCTURE AS REQUIRED FOR NEW WORK ■ 1 O �- C DEMOLISH (E)SHEET METAL HEAD WALL FLASHING ENTIRE LENGTH OF I o 1 O WALL, PREP FOR NEW WORK. MAINTAIN 2-HR RATED CONSTRUCTION. -1--� I 5 EXISTING ROOF OF ADJACENT BUILDING ABOVE 0 a' 0. DEMOLISH (E) MECHANICAL UNIT, CURB&ALL ASSOCIATED COMPONENTS, I o PREP FOR NEW WORK �� Q a) - oo K DEMOLISH (E)DUCT PENETRATION, PATCH AND REPAIR ROOF DECK, PREP ...-. FOR NEW WORK C x o0 8 (E)AIR HANDLING UNIT G o j ti O �, N 0 �--� M O DEMOLISH (E) DUCTWORK&PIPE SUPPORTS, PATCH&REPAIR ROOF, •- 5 C PREP FOR NEW WORK ODEMOLISH(E)CURB, PATCH AND REPAIR ROOF DECK, PREP FOR NEW _ F `II ca o 10 _ cv WORK Q _ " DEMOLISH (E) ROOF VENT, PATCH AND REPAIR ROOF DECK, PREP FOR °3 i O 11 NEW WORK �' a' � ,�^ L- O O , 'J.; 2 O I � 11 REUSE(E) EXHAUST FAN SIZED CORRECTLY IF NOT COMPATIBLE W/(N) ,` I I 12 SYSTEM DEMOLISH PATCH& REPAIR ROOF DECK AND PREP FOR(N)WORK z O v 1 13 DEMOLISH (E) PIPE VENTS, PATCH & REPAIR ROOF DECK, PREP FOR NEW ® Z O WORK cv z I 0 U O c\I O co co ` � a_ 2 1 I 1 1 I 1 1 1 I 1 \ , 1 I mini UNIJT— r C I I RD 1 0 1 A — — — — — — — — — — — — — — — — — — — — — — — 1 O 0 2 0 I I w I O ) 1 Z 1 1 • I 1/4"PER FT 03 O (E) STRUCT SLOPE > P Et 0 I I z I , (9w N._ O C9 w E„, 0 ,_ z z D z 0 © O 0 N I r I > N II 1... V I I a ® ® Et I 1..t.. N 0 0 VFY W/FLOOR PLAN CONFIGURATION BELOW I ,_) I N' V I1\ I\ 3' Et L.... 1 3 / i i i u �_ Z I \ v / I O - \ / I CO \ / CO \ / 4C:Cli l'It \ / \ / I I \ / \ / O \ \ / Et \ / -...t Li- all ■ N::x:: • / \ / \ I z I / \\ / \ O / \ / 0 O // \ Cl./ \ / \ / \ / \ J Ai,,,,,,,gok, / © \ 'a - ------------------- ---- --� 21 F O <> > < O 9 • ■ T J —a pORTLAI�D,OR O�J 1 I I �� I 0 1 I -----r----H Drawn: JB I 11 1/4"PER FT . 1 Date: 12/20/12 (E) STRUCT SLOPE > I L J. J File ath ■ I I � � I File: P 10 I I I Check: Checker REVISIONS 0 4 NO. DESCRIPTION DATE I I . O ■ ( I I I . - • I I I i Sheet Title B — — — — — — DEMOLITION ROOF PLAN . 0 1 t 1 L = L I I a) 0 L I I J A N N NORTH 0 I N OLITI ROOF L . r 1 • • H W U 1/4"= 1'-0" Z E2 d A. 1 0 I— Job No: 12084 0 • U °' . co ROOF LEGEND GENERAL KEYED -0 , , , 1 1. ALL ROOF SYSTEMS TO INSTALLED P R SPECIFICATIONS EXHAUST FAN,VENT OF SIMILAR i BE E AND MANUFACTURER O PENETRATION a) REQUIREMENTS 1 EXPANSION JOINT AND 2 HR. OCCUPANCY SEPARATION TO TOP OF PARAPET I-- ..-. ENTIRE LENGTH OF WALL THAT ADJOINS(E) BUILDING 0 ! 2. ALL ROOFS NEW AND EXISTING ARE TO BE MAINTAINED FREE OF DEBRIS AND PROTECTED FROM 2 MECHANICAL UNIT SIZE&TYPE TO BE VFD FOOT TRAFFIC AND CONSTRUCTION ACTIVITIES. O W o 0 (E) EXHAUST FAN SEE NOTE ON 1/A2.10 ! 3. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL CONSTRUCTION RELATED DAMAGE TO O 4" RIGID INSULATION AND BUILT UP ROOF SYSTEM �"- EXISTING AND NEW ROOFS, FLASHINGS,AND ACCESSORIES. "- o K SHEET METAL PARAPET FLASHING I 4. ALL ROOF SLOPES AND CRICKETS TO HAVE A MINIMUM OF 1/4" PER FOOT SLOPE. a' ,() INSTALL OVERFLOW DRAIN, PLUMB TO SOFFIT BELOW, MOUNT FLUSH TO I -Ei3-RD ROOF DRAIN U o 5. ALL MECHANICAL EQUIPMENT TO BE MOUNTED ON CURBS SOFFIT WITH BRASS COUPLING _ 6. INSTALL PIPE VENTS AS REQD 6O PRE-FINISHED GUTTER AND DOWNSPOUT H_T)._ co L OVERFLOW DRAIN o c OD x o c I`-. p� (NI TOP: 120'-0" TOP OF PARAPET ELEVATION O - 5 o C C C') LC) I-- ca co < TOR: 119'-6" ct RI TOP OF ROOFING ELEVATION C� _ Et a a o Lo = o �6 - " U 2 N-o N VO ® a) OM a ---- Z C In Tni O U_ p ,-- • co � a. 2 �/J • , 2 A3.0 I I I � I I ! I • II 1 I • ILI . © A a - - - I - - - - - - - - I - - - - - - - - - - - -`� - �- - ID • 0 0_ OD • el 7 2 1 i 0 • I I i I 1/4"PER FT I •I SLOPE > I ' • C9 LLI i• -® — 7 0 eI 1 e 1 I L.1..1 N • > IciN III 0 i < ED TYP. e i.r 0 I I el LIJ • 0 CI I Et (NI 0 0 1 Z 1 /\ i 7 _I_______,/4 0 <> >i • Et L.- I ��` � I O •i71:Ti::::< • CO M A S4OpP • ® i_ , F.' Cr) r CO II • oo • i'<t .. i- . 0 1 ' • • I I I Ii 1/4"PER FT •1 S LINEI LOPE I • -_ © • I I, • z L_ J • I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A3.0 , - - I - - : Cle ` N1Ns\-6)- i I I I • <> la-:::_-_:-_-=_1-< <> . Aim l TYP. efts,ili.,,' 4% _ _ A2.11 -mr. / I I \/ f ,II ROIL DE , I ,e II t •. DRTL'AND,ORE'ON ,,. • i ''''t A' rl r'' r'v, ,,-* I •i I 1 Drawn: Author • I I I I 'I • Date: 12/20/12 • File: File path I I I •I 1/4"PER FT ! Check: Checker SLOPE •' WATER PROOF MEMBRANE, . 1..� A WRAP IN AT JAMBS REVISIONS NO DESCRIPTION DATE 0 SELF-ADHERED MEMBRANE FLASHING, y I I I I I O CUT BACK AS REQUIRED(DING, LAP OVER WINDOW FIN 4 1x WOOD TRIM BOARDS I I I - � STAINLESS STEEL COUNTER FLASHING. Li:uI!rTT.:Y SEALANT SELF-ADHERED MEMBRANE, % \\ 1 i� OVER PARAPET PRE-FINISHED SHEET METAL DOWNSPOUT WHERE OCCURS L--,JJ - - - - - - - - - - I - - - - _ _ _ _ _ I �I ;-- Sheet Title I B I - - '�', - - - SEALANT AND BACKER ROD ROOF PLAN PRE-FINISHED SHEET METAL COPING, / J 5 ��p SLOPE TOP 1"PER FOOT MIN. -I Q ------i ALUMINUM NAIL FIN WINDOW SYSTEM _--- i i I _ __ I _ RD SEAL TOP SHEET W/3 LAYERS >ir- _ o I I VERTICAL GRADE ROOF CEMENT ii i COLUMN, SEE STRUCT. / &REINFORCING FABRIC 1 1 1" INSULATED GLAZING rA N I MEMBRANE ROOFING SYSTEM WOOD SILL AND STOOL BEYOND I/ M 4 2-HR OCUPANCY SEPARATION WALL a ! �..1 7r. au FROM SLAB TO TOP OF PARAPET. �/ DESIGN NO. U301 I NRTH --------NN 1 A T A E ALL O PTO A S 2 1 OO A� D 1/4" 11-0" 3"= 11-0" z a_ a A2 . 11 1 1 w 1- LLI Q J O Job No: 12084 U M 1 c CD CL 73 I W c O DEMOLISH (E) SHEET METAL FLASHING 1 DEMOLISH (E) SHEET METAL FLASHING cn 1 <4 B 0 DEMOLISH (E) ROOF/SIDING DOWN TO WD DEMOLISH (E) ROOF/SIDING L o , 1 ! FRAMING DOWN TO WD FRAMING < - 0 co X L _ T.O. PARAPET _ T.O. PARAPET cc o o c6 CO I --- ' i-- 113'-6" C - 7 h i � i I -�`` 113 6 r i L.L. C (/) to \� _ MEZZANINE ; •_ \ MEZZANINE cv CU o i-, 110'-0" 1 • 110'-0" Cl) Q -Y ti - - \ o.v.rMSCIA I I o.v.rr1SCIA C/J — Cr) , - 109'-0" _ / 1 109 0 rI a) CL C L (0 L o 1 I / O co r j J �� �� L -- W — (o N N' 0 '--- -1147------HL----------r--------7111-- -- - ~ 7--- -k-- - - -- v Z -- --�C-=-IJ-- - -___��If�=-CII---���-VIII- �Ci==-x-111 -- �Cr-=��1�--- (? cYi cv -==CCI i'IC=iii=ii D' !E__C11 IC4_ _ 1 \ ! '-I CII I'C.__Di II IC- -I---: r ICF--CII ICC-- 0 _ z 5 __--1 III- -II ! III- +__; I-I 711 III- -111 1111- -t -1 1 11-1 1 III- ai Z 1 I---- I -t rt--- -----� DEMOLISH LOWER PORTION OF(E) 0 = z ____-CII III-===-III !II-==-I!I 1!I-rt--11 \ � Hi -III III-==-III 1114- t---II II-r---III III---- DEMOLISH LOWER PORTION OF (E) -CO,_ a � - ROOF/SIDING FRAMING SOFFIT AND ALL L �I o Q DI HE_--CII 1IC_-CI1 HE 7-CII \ 1 CI 1 IIC__C1 IIIC -1 C I IC[C C CI 1 I IC C_C ROOF/SIDING, FRAMING, SOFFIT AND ALL --- I I -t ASSOCIATED COMPONENTS r Cn r 1 ; 1-____111 III_---_111 !11-___111 III_1=C1 vv IEI _1H III---III 1- i -1I 1 ___III 111 __= ASSOCIATED COMPONENTS -----11I III-----II 1II----Ill 1II-4-.-{ 1 1-I -ill III----III 1111- -1 -11 11--F=--III III---- !I CII 1C-- CII IIC--CII 1IC4-_1 1 / I-I CII C DI IIIC -CII IC--- L- J ___ _ _J __ L fi_ / I ��-J ---J -- _ L_ ___ I DEMOLISH(E)WINDOWS PER - - �J-- JI---_�__ �-=_-_ Jr= C L---I - �I U------A ■L--J iC--Jr--- ---- -I-- / - T I DEMOLITION PLAN I- T -I I / 12 " --- c. I- I- 1- -I I / 1- I r 1------- - ---- -- - • I / 1 I LEVEL1 �_H ---- LEVEL1 L-- - - �_ _ - - - - - - - 100'-0,. 100'-0" DEMOLISH PORTION OF(E)WALL DEMOLISH PORTION OF(E) DEMOLISH PORTION OF(E) PER DEMOLITION PLAN WALL PER DEMOLITION PLAN WALL PER DEMOLITION PLAN DEMOLITION C-1-** C2 DEMOLITION EAST ELEVATION .} 1/4"= 1 -0 1/4 11-0" mommil . Umi - a I I 1 ' - 0 2 w I:it 1 , 0 w z D II III 41 4 Z v. • DEMOLISH (E) SHEET METAL FLASHING N K CN " 4111 , C) < II` DEMOLISH (E) ROOF/SIDING ! i C9 CD D 0 C) OWN TO WD FRAMING , , , , , , Z Et i Lli T.O. PARAPET i Et CNI 0 6 113 r { Elm .. V \ , ' ' Et --sC-3 1 MEZZANINE / 11....11 i B.O.Fr,ol...ir, �' ® •- Z 109-0 „ / ■ co / k `, I ! M 1 - t i I U N L W K ADJOINING EXISTING BUILDING c I Z ; U °' 4 2 ._ ®i L A3.0 O - CEMENTITIOUS PANEL FASCIA < .::: _ T.O. FASCIA CEMENTITIOUS PANEL FASCIA x coo I 117'-111/2" B 2 w o M N 1 Alb B.O. FASCIA O °' M __- ,i - -------.--- ---- ------ ' 116'-1 1/2" � �= o I 1 ALUMINUM WINDOW T ALU NUM WI OW SYS EM >, I ' I— m as o L _ T.O. PARAPET p----7 1 - T.O. PARAPET _ ti N si f 113'-6" ! i 113'-6" Co m cfl = o moo I W ..--' as 0 o j U N j Z Q k MEZZANINE h MEZZANINE ® '- og j • 110,-0" • 110'-0" 0 Zo cis Z I \ D J r/ SCIA 2.k o.v.rI-SCIA O 1-7 1 j 109'-0" 109'-0" 00 as o cNi f� < ----.1 I v 1, \ CEMENTITIOUS PANEL SIDING i ; ��, j RESINOUS WOOD SCREEN I H 1, j j I I t IN FOREGROUND i i I I j 1 I, II II �I I I I I ,I_ II H� 1 I I, 1 II / , I j I 1 / 1 I 1 I i � I ' III J - - - - - AL LEVEL 1 100'-0" 4"ALUMINUM WINDOW SYSTEM - ALUMINUM WDW SYST W/ I SWING DOOR( CEMENETITIUOS PANEL FASCIA I VERTICAL INSULATED CORE METAL WALL PANELS (07 42 16) CO NORTHELEVATION 1 U..1 /4 = 1 -0 0EASTELEVATION 1/ C) 4"= 1'-0" 0 2 . w cit ADJOINING EXISTING BUILDING C9 Ill • CEMENTITIOUS PANEL FASCIA D UNIIII LLJ N LLI . . 2 > C� T.O. FASCIA A3.0 4 CD • 117'-11 1/2" 0 CD CD CD B.O. FASCIA dik � CEMENTITIOUS PANEL FASCIA Z 6 116-1 1/2 TYP. � I / 3(.9 ilium. A2.11 Clow - T.O. PARAPET _ 11 lit P_ co as CD z 1_1 I ® - t MEZZANINE Hun r CO 1 CO . B.O.F�O�-0 A; - 4, , — 109'-0" 1 .11< 'Ct. , 109'-0" H \ > "r"— /// \\ It II / \ ' I / \ . ... \ / __ \ , i? \ \ ,/ ,,,, _ , M \ / M I \ / I j LEVEL 1 \ / /\ 1 _ /\ ' , 100'-0" C 0 EMENTITIOUS PANEL SIDING ALUMINUM WDW SYST W/ ALUMINUM WDW SYST El.. PAIR SWING DOORS() 3 SOUTH ELEVATION 1/4 = 11-0" + Qui 2152 ), .;Al EFION ' DE I ,/ v tJ\PORTLAND,0``GON c:Sv 4A 1 A3.0 Drawn: DV,JB A B Date: 12/20/12 T.O. FASCIA 117'-11 1/2" File: File path CEMENTITIOUS PANEL FASCIA B.O. FASCIA Check: Checker TYP. 1 116'-1 1/2" REVISIONS 3 A2.11 •"� 1 ! NO. DESCRIPTION DATE I — . � T.O. PARAPET - 1 113'-6" k MEZZANINE • 110'-0" 1 _ _ k D.v.rMSCIA III 109'-0" Sheet Title EXTERIOR ELEVATIONS 2 2 /\_ LEVEL 1 oo a 100'-0" Permit CEMENTITOUS PANEL SIDING ALUMINUM WDW SYST o x w C4), zs N ° WEST ELEVATION i., N - 1/4"= 1-0" .- N U A3 •Q . . Job No: 12084 O u.. r co a.) (!)4 .L U -- L1.! o v co . 8 . ,,,,,, „ " -....r t -, � .ate 1 N 0 T O FASCIA '1) !, • Y ,,„,,e: , ,,� . ♦ x<,,, /, n \ ®`:x `.`►"..x> ,- , 117'-11 1/2” s- , �'/misiss/ 1/.rmiri// eomflit.!X1 orammi irm. ►11. !!I 1I� I►!!i!!m/!d/mI1® smowni ILL imumi/!�!/' 11.1a!!!ir//A1 !/i l altar 0 I 1 yl "r "' - _ B.O.T&G DECK < `- ve 1 r I , x � s wry O O — — — AL LO B.O. FASCIA CD I Ns i ..1 I ,.., TYP. 116'-11/2" 0 a N 1 , .! 11 1 Ail■ , x o A2.11 �,�yr 'v 1 c V) Lo I 1 a a >< ti 1 a) CO - ,;: e T T.O. PARAPET o „oo E � ! I 113'-6" Ill -a-, ,- N eat r %••••'.41,-': ....;::■;4+;■,:: , ' a CD T -��; � 1• ! O riwi�iii.�ii�ii■" 'l\° �� 3,,,' .i\ .:�-\/...-',......../ %7'....:,........� `' �C,' �J`/ .%` ". ji '\' >'; 1 1 �,rs 0 V -yam �i��i ` i ;r 1C n. .rM1 X v Al ;;;;;;; L�ii�i��ii��ir i _ �'4 1♦ .i .� X x d _ n x. 'K '?': >C. �C X iC� ;� r a L /. /'� ;'�. 1.i •\ i•. ., .;... ,y,i .x x` ./i x ,. ,.' � �;c 'y : \ .� t:�;c \ Y' � vT w�► � :. .,x" � ��,� � �'\, :K '.x \� •. ; - B.O. ROOF DECK LOW (' ► 1 �rir��rr�ii�ii�ii. x .. •\k ,, �C T• �..../r,n. iC �\ ..0 r\ i. :n � Y., ,� tfis xX k,v r.���riii�rrr "" r �C" K;C k .'\ �` i< .,(�C '^ `'\ K/\ i < �:; �'�,�;: _1 � n r��rr�rir�ii n \.<ii, � /, n.i<, X.Jt, �'' �i -?,.;��; ' ° = t/. iii cfl / , ` ' �_.r� :=.:.���.---- -----�— 'u h� SIDE / . ►-�nl r. 7' ! 1111-211 �°i - Iy I �� d VIIIIMINA 121.1111111111111, i-111111181WM 1110111111, '�+ otro,Al MOM 111111111,Alli i t.'ilkii,k,'Y'.1; .,..al,'N'','","':'; r�►ra■ r�►sa ► f' u{: k MEZZANINE I ` i, Ill - �� :III ,■Ili si! - in j tivr 1 11 mow / ►� 11, 311 rw® ■ 110-0 VAIIIIMIEr / ® ti i / ._ � I j !I!' $ BO.FASCIA is , till M l^ j _ - - - - - 109'-0" / 1 11 •� - - 11 ! I �+. - _ 1 b`. 1. ! /\ ;srOrt- G ',.:61,::::::.':7,,! sk r • tt .� i 1 e I �th1 I1 1 \ , ,� , �. 1 1 IN i. ,, i \ 7 0 i. 0 1 z ;; 0 r® / 1 het `. \ / '1113ge 444,4%17 "" 2 % , .- \ , .- N, .- ,, 4,,.,.14,,4 ,,,,...k.,,,,,, /Pi tit \ / , , , - ' 1..ti 1410,0;. , \ 1 co*: , tit . . . , . , \ , , .... ,. .. 4 400 :.,',-a..z.,, rm. . w ',pia r r - - _ _-- LEVEL •rdn; „ �,, 100-0 L Xf011 . I �i fl .I I i i� I I I �,i I I I. Il T7 � I I I I I I � I I I III ■�I I III � Ill I� III� I�I I I I I I I I I I I I I I I � �I� I I I I I.. ��� i' ■I I I �i� I.. 11� I i i I I � � I I I n ! � �I I III I I I I �� i�� i �� I I I I I I� I I Ill I I r. . Ill I I � �I r ill I I i I,I I. Ill I I r.l I I I I I I I . I • . 2 HR. OCCUPANCY SEPARATION WALL TO TOP OF PARAPET, REPAIR AND > (N MAINTAIN RATING, FIRESTOP ALL Ill PENETRATIONS < (..9 c 0 ( SECTION1 z ct LLI 1/2 - 1 -0 CD , CI. - .....—. Et m 111 _ �_ Z ° j_ ---. Cl) CO CO < "■161 1 - A3.0 • � ,. _ T O FASCIA .Ittras4 .ems°ar , 4 ''� �s r r► ► ► .. r , ,, ,.w e' r. ,�► m i 117'-11 1/2" 1 11 1 w!!!! !! .!+ !. ll. 1!./.�!!nm!!Lm!! .osminw:. reet.1 lsommi l sso ss ri .l.I A! .!ll�merari" etom .�' rrammo./�. ra !.�., .!! .� 1. llJ ll.I rrd !! wem Ili Et Itil , : :::r<A i ./,..... 116'-1 1/2" 1 A B z 0 ! I !I1 i 1 `. `� T.O. PARAPET I ®, / �-. I '\ •�. 113-6 / 4 l •P-'1I rr w ^Y y� . T •r r•w w ;witr� v �` (" '�I'Pw ,y 9' w® v' T '� 'Fy7 '� �' ,...k 13 4 ;� '�- w-'b.�..YedR.rTJ.V w� ! T r w ®� 9 P ,. rf� w w .w . . ww_. w w _. _ _ w w_ _ .X 411, Au +� ! N ` �. .. 4.4.74. .� .1.+1► .rte ®,. e. �, o X ,., .- ,7 t ®'1M . f r rte-, �"�'.5111. �. I.. PAIW�...W...�L.. ..1.. �1...... .....�.�....�.�.�.. �.1�.11 ...G...,L ��....1..105•VMP 4.1....x. .1 .... .. .. . ..ci..�.1.1_.�wsrrni sarrvro o , _ .1 ....1� �..1.1�� �..I ��.. y. ..LL..y�,....�...�.�.��..�..�,..�..� ...... .. . ..... .. r.1�...1.1�. ... r.....r........1.1.1.. ._..1�........�....1 ... .�...._.�... 1.® JROOFDECKLOvv,, I I I _ r lionP'l �r�-mat Irlii 1 11 :� y r h vv 111 -2 , ...rte „.e �� ®� �i , r olleg �,I LTA k ~~ , LI I o1►9� ,I 0 0 0 1 MEZZANINE� I■►I�1OI Ar / ► ■, .1. o 0 0 o ■.rr� �� E �►.,� \ 110-0 0 I s+ ■ . r C 1 . A �r�l • P4RTLAt�D, / ilr"� rrorl.u.r r r ���r r 111: _aMl _ i \ ,. 0%,,1 .��,I _a ►_. B.O.FASC ...e.4,7s..„ 1 �� s 109-0 0 , ,,,. . 1 , _ .... 4'-6" \ ' 114 o o o \i 1 ,—, / \ Drawn: Author / ilr \ ................m.. . 'ii 4 . o �, Date.EON r 12/20/12 \ \ ,rte • i \ ! File path File: DEMO EXISTING SOFFIT \\ I \\ ► i SO \ \ a \ \ Check: Checker Ar II \ a REVISIONS, . N L \ \\ % NO. DESCRIPTION DATE \ \ 1 try - \ 1 1 ` t►'� I 1 1 % IFIll — I � I / I I l I ! / I `. Ws I I I I •.M 1 j ,, i 0.410 P54 00,10. / o.,, Sheet Title ?li // �i'. .3 BUILDING SECTIONS .. • c o 0 Y X •t O r Q .� C-2) , Perm 1 IL ( ) SECTION2 r- .. • 0• 1/2"= 11-0" 6 p N_ E. O N N p p N . N • U Z 2 E2 a Q J 0 w Job No: 12084 c U co TRANSOMS TO CONFERENCE ROOM - o WG-1 WOOD VALENCE W/RECESSED LIGHTS L (") \ OPEN TO /` \ / \ _ `CORRIDOR/ �� / \\ 0// \ / ! \ / \ / w \ 103 / \ / \ / \ / \ / „ \ / O I// / \ / \ / \ / - - '1 1 I _ .. \ ////// -- - - .\ / /\ / \ / 0 \ / / \ i j 1 \ , / \ OPEN TO OPEN TO /\ GRANITE SLAB COUNTER TOP , \ 1 CORRIDOR CORRIDOR w / \ AND TRANSACTION COUNTER '� \I; / \ / \ V / \ 1 / \ / \ / \ L �. t - - i / \ { / \ C o \ / i / \ \ WOOD VENEER FRONT \ / / \ /' ` x Lo / ` < > < > \ / \ \ co / \ \ / / \ / \ O \ �' �' \ / I r- - , \ / \\ - c� M EAST ELEVATION WB-1 SOUTH ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION WB-1 WOOD DISPLAY LEDGE ._ = o HI M CV o LL i ti c,zia) , WAITING 100 C2) RECEPTION 101 CORRIDOR 103 � . —._ . cN 0 CD CL F:. 1/4"- 1 -0 1/4"- 1 -0 1/4 - 1 -0 2. cNo V Z O N U 0 (I) o � .— Z cn O Z • 0 ' I (f) as r a. 2 TRANSOMS,TYP SLIDING BARN DOOR PAIR I 1 I I 1 — \ ' i / \ / \ / \ / \ , \ I \ I I / \ / 1 \ / \ / \ I \ _ L_ \ / r--, I x X x PL-3 CABINET FACES 1 \ // / \\ ,/ \ ' , \ I \ / \ / \ / \ / \ / \ < X X > CABINET FRONTS WOOD VENEER v _ V I \ / I. \ - V OPEN TO HOT WATER I i i 1 CONFERENCE `\ 1 i PL-1 WORK COUNTER // \ \ DISP. @ SINK i pp / \ > U 1 I 1 i �' PL-1 COUNTER �\ 7./� n n 1 / / \ / WOOD VENEER \\ // ^� > ', , r / i , \ ' CABINET FRONTS <� \\ // <N �x� 7 N > --.1\_ , 1 71 • 1 NORTH ELEVATION WEST ELEVATION WB-1 EAST ELEVATION WB-1 NORTH ELEVATION Um.I 1 • 1 1 a R T K 107 C103 A , 4 ITI ES 109„ 0 1 1/4._ 1,-0. 1/4 - 1 -0 1/4 _ 1 -0. 1 2 , 1 i i w 1 , 1 i II 1 1 . 1 0 w , , INFILL(E)OPENINGS z D W/UL DESIGN U301 A '11-. i EXISTING COLUMN > c\I Y � J IN WALL BEYOND VANITY LIGHT 0 < I - , ' , I l r r 1 I ( 1 - ' - r 1 E i ' 0 i . . . / VANITY LIGHT . . 1 i r 1 0 1 _ // MIRROR MIR,AOR C) CO Z f: LLi / i Clit[1 � 0 1 : i i I L K N .i b \ - COUNTER& (9 ' CL d - PL-2 COUNTER& _J: PL 2 C i�:,, _ ACCESS PANEL \ ACCESS PANEL _ _ \\ I. 1 \ � e• I. m _____ ..-.20., - \ �- Illv \ NORTH ELEVATION RB-2,TYP EAST ELEVATION SOUTH ELEVATION WEST ELEVATION RB-2,TYP NORTH ELEVATION RB-2,TYP EAST ELEVATION SOUTH ELEVATION RB-2,TYP WEST ELEVATION V CO ( MENS 110 WOMENS 111 1/4 = 1 -0 1/4 - 1 -0 SIDE WALL DIFFUSER EXPOSED GLU-LAM BEAMS, SEE STRUCT. I/ 1 < MONITOR WINDOWS,TYP > , ' 0 '1 1 LINEAR SCONCES ELI I - / SIDE WALL DIFFUSER _ 1 SLIDING BARN I, 4 I L 11 1� - I I I I I L 1 DOOR HARDWARE TRANSOMS TO CORRIDOR,TYP. , jo 0 0 0 0 0 _ o - o o _ o (0) (-) C0) ( (�) (_) (_) (.) \. a\ o _ o\ /c, + -I \ / .V,0-‘ \ / \ ,I / \ _ to o - 2152 1 1 \ �,, I,, / \ / _ _ <. .P-4 > - - / \ / \\ / fa t I 0 I 1 ' ! \ I I' it jii I I - , vv // 1 OPEN TO \ / PORTLAND,DREG 4,,, T T 1/V/W OPEN TO S P N ER OOD v 2 S LASHES&COU I /' CORRIDOR CORRIDOR °�` I / EDGE TO MATCH EXIST G CONF.TABL14)).'''47, ` S \ / \ / \ K�v // vv ��� I I I I _ /11 i // vv \V 1 / \ j / \ / \ / \ 7'-11'.. I.. \ ,. \ .. \ .I I I / \ / \ / \ \ Drawn: Author , \ / \ � x x x > > / \ / \ / \ � ma \ ma \ ma \ i i / \ / \ 1 / \ \ i , / „ - N / ' / \ / \ / \ \ i � i -- Zi �,�� / \ Date: 12/20/12� SOUTH ELEVATION NORTH ELEVATION EGRESS DOOR EAST ELEVATION SOUTH ELEVATION WOOD VENEER CABINET FRONTS WEST ELEVATION File: File path Check: Checker C.9_. CORRIDOR 1 .12 CONFERENCE 119 REVISIONS 1 NO. DESCRIPTION DATE 1/4”= 11-0" 1/4"= 1-0" . SLIDING BARN DOOR PAIR TRANSOMS,TYP . FURRED WALL AT /'` I FURRED WALL AT Sheet Title ` / EXISTING OPENING EXISTING OPENING INTERIOR ELEVATIONS \ / \ / t \HTH OPEN TO MIRROR 1' /' /� � CONFERENCE Ii ( /'� I / \ 1 1 I I/ \ Ad • _ _ 41_ Ii 4 1 \\ —- 1 ill _ A, Permit 66 ::-.) 1 , \o 1 ��� I �� r_ 1 E' O . EAST ELEVATION RB-2, TYP —/ RB-2,TYP. I N -cs o • N E 0 ,_ . • CORRIDORII6 TO TOILET128 z =—, -, 1/4"= 1'-0" 1/4"= 1'-0" 1/4"= 11-0" A5 . O1 w a a Job No: 12084 0 U.. i it I I 1 I I I I U I N GENERALNOTES RCPLEGEND a_ ° (f) 1 -, � 1. LOCATE CEILING DEVICES IN CENTER OF CEILING TILE OR CENTER IN HALF TILE 2. DEMOLISH ALL(E) CEILING SYSTEMS AND COMPONENTS, PREP FOR NEW WORK, SEE ' SUSPENDED 2'x 4'ACT CEILING 0 — DEMOLITION PLAN w o I +' I � ° U w SUSPENDED 2 x 2 ACT CEILING L 4' oho � 2 ° p CO N 0 °' I � M ` _ LI, = W = SUSPENDED GWB CEILING p j = CI� • ccs N. 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Sheet Title CASEWORK DETAILS ''. a) 2 cc ' oo c) < ,‘- ' a Permit 6 -N • "A a) 0) CD ZS t g (N1 _cl DO CN h.z Cr) 1 ti D W 0•• I— Z ± - E I- a. < • A9 • 30 a. w < --I Job No: 12084 a ii -- - -- _ _ — I i • U c FINISHLEGEND a. 1 VCPT1 W o I ca O co , , //////I 1 N 1 U 1 iIi ! ■ ST1� ! N. 1 m c) u_ 1 ' LL N O I I > ° rn co E (CS 22 N N O I W 0 Z 1 I/7' R F 1 a 2-.) -5 c) LT- zc � To' 1 O U_ o i I Q. 1 1 I 1 1 I 1 i AtIO 1 mil t i o 0 ,','\ 1 1 1 t 3 ', . r _____ 2 , r,/,� v� FINISH SCHEDULE/ ■■■\\I o\\\\\� � o N.Wall E.Wall S.Wall W.Wall LLI Z D �, 1111111111111r . ce Room Name Floor Finish Base Finish Mat Fin Mat Fin Mat Fin Mat Fin Ceiling Finish Comments ® z�'� I r�� ELECTRICAL Ulm II 1 NI / / i�/ STAFF 0 • i \\\� ' �� ..: � ■ LOCKERS N I/ I 'J' MECHANIC I o _: '� OFFICE i�./ �/; 1 / \\\\\1 r).I TOILETS„I 0 CD (3) ' ''I . i�� --- / IIIIIIIIIIIIII.111 :r• CIRCULATION ' 1 U-I iimmilliimilmiiimimmmii r ' TOOLS AND N E UIPMENT/////A T 0 11111.11111E1111.111111111111.1111111111111' ..' STORAGE N. `�•/ I '' � I oilli I,' CIRCULATION/ ' Z , ., , MVAl WORK L -` \ �` 100 WAITING ST-1 WB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT-2 GWB SOFFIT 0 ,, // /// riti I R \\ 101 RECP ST-1 WB-1 - - GWB P-3 GWB P-1 GWB P-1 ACT-2 GWB SOFFIT Iy \ ' __ _A EXISTING BREAKROOM 103 CORRIDOR ST-1- WB-1 CMU - GWB P-1 GWB P-1 - - ACT-2-� -- ':'v"�/ /OF'FIC'E'/ 129 104 OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-2 GWB P-2 ACT-1 0--- 105 OFFICE CPT-1 RB-1 GWB P-1 GWB P-2 GWB P-2 GWB P-1 ACT-1 1 1'” ���.�I ° ° �� \� 1 OFFICE CPT-1 RB-1 GWB P-1 GWB P-2 GWB P-2 GWB P-1 ACT-1 o Film I , 06 O ;I _im ■■■''t ham, 107 PRINT/WORK CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT-1 < ,r,ii__ I - - - - W P-1 CMU - ACT-2 ■ ' �--- 1 ��■, \\ 108 CORRIDOR ST 1 WB 1 GWB P 1 GWB P 1 GWB 109 AMENITIES ST-1 WB-1 GWB P-1 GWB P-1 GWB P-3 GWB P-1 ACT-1 A ' ■ 110 MENS RF-1 RB-2 GWB EP-1 GWB EP-1 GWB ! EP-1 GWB EP-1 GWB 1 ! ! 111 WOMENS 1 RF-1 'RB-2 GWB I EP-1 1 111111111111111111111111 , \\ i ` I I GWB EP-1 GWB EP-1 GWB EP-1 GWB Cit , ■� ■ , ��■ i \ - 112 CORRIDOR ST-1 WB-1 GWB { P-1 - - CMU - GWB I P-1 ACT-2 114 OFFICE CPT-1 RB-1 GWB ! P-2 GWB P-2 GWB P-1 GWB P-1 ACT-1 LL..1 1 I ■E■■ ■, ,; 115 OFFICE CPT-1 RB-1 GWB P-2 GWB P-1 GWB P-1 GWB P-2 ACT-1 1 1 11!111, 1"11111111111 116 CORRIDOR ST-1 WB-1 GWB P-1 CMU GWB P-1 ACT-2-- NI I CORRIDOR 117 OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-2 GWB P-2 ACT-1(� 125 118 OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-2 GWB P-2 ACT-1,,,i -- - - , 119 CONFERENCE CPT-1 WB-1 CMU - CMU - GWB P-3 CMU - WD-1 GWB SOFFIT Z , •16 1031 1A111111111111111=11111111111111111111111=1111111111111111111111111111111 NB 125 CORRIDOR RF 1 RB-2 GWB P-1 GWB P-1 GWB P-1 GWB P-1 C AIOA, UP 126 OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT-1 0 , I.--I, U •_■ 1 - 127 TOILET RF-1 RB-2 GWB EP-1 GWB EP-1 GWB EP-1 _ GWB EP-1 GWB -- �� 1 0 128 TOILET RF-1 RB-2 GWB EP-1 GWB i EP-1 GWB EP-1 GWB EP-1 GWB 1 mi i 129 EXISTING RB-2 GWB P-1 GWB P-1 GWB P-1 GWB P-1 GWB am Mil I 1 _■ BREAKROOM \ II 1, ' �■. 131 CIRCULATION ARel, , „ 133 MATERIAL , <,,,,,,, , j mow 136 TOOL/EQUIP ifr.,,, II STOR i41:,,,,,A ' a- - --- I 137 OFFICE 8/ V "11 111 138 HALL ! t�e� 1 p� ' 1 139 RALPH I1 11� _ _ �•� 143 MATERIAL I I' ! I 1 STORAGE D OR ON i- RN�'� a' l'Of ,411Ari I 1 P-4 ► 11 11__,4 I • 1 rr+�l1� ' �L �I,,..., , 40..N FINISH TYPES: ®yawn: JB ����� / I / I ����■�■�� � _ RB-1 RESILIENT BASE,4"STRAIGHT, TBD 1 ' l //// -' I I I i I ! I � 6"COVED,TBD ®ate: 12/2 / 2 I I � RB-2 RESILIENT BASE, ® 1 I i 1 � � I y WB-1 WOOD BASE TBD 1 1 ! j • r � ACT-1 2X4 ACOUSTICAL CEILING TILE, TBD II-\�... ! File path III 1111111111111111111111111111111111.111 ACT-2 2X4 ACOUSTICAL CEILING TILE, TBD Flle. WD-1 STRUCTURAL WOOD DECK, CLEAR STAIN RF-1 RESILIENT FLOORING r. Check: Checker -.- \ CPT-1 CARPET, BROAD LOOM ST-1 STONE TILE,24X24,TBD -IN IIIIIIIIMMIMIIIIIIr 11� i � \ REVISIONS� 1� PL-1 PLASTIC LAMINATE, NEVAMAR, BROONZE MATRIX II, MR2008T NO. DESCRIPTION DATE i ,\, T , ,; ,, PL-2 T 2 ,., , ;..,\ ,; , ,,;, . ,,, ,,, ,. , ,, T N DECADENT ALLUSION TEXTURED,ALN 9 .. .\ .\ �` P 2 P A TI LAMINATE, NEVAMAR, DEC E ALLUS O U 6 \ � j PL-3 PLASTIC LAMINATE, FORMICA, NATURAL CHERRY, MATTE, 7737-58 ;■ia ! 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