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BUP2012-00271 ?,%3V204 D.2 7 ci. y °C' rN '` \ \ REMOVE EXIST.CURB AND LANDSCAPING TO ACCOMMODATE NEW PAR KI ... it, '' vii LurY V'''Ol',..4:;,Td cii‘s)•.,1 STALLS. z � w a 1 __ ___IIITI 0 I U U II; \ Q m r ..i z w C Q w cn 1'"1 a w � o a REMOVE EXISTING r —7 LANDSCAPE ACCOMMODATE 0, NEW KEG COOLER k .i " N C Q 0 I . • X / LL Q \ ho .1 EXISTING O ,....„ IG z :c...., 0- S IS c� -L) o MARTINI A _ � ci Q Q c-. ,....... 7.. SPRINKLERED _ � Q PAD5 . , . Q � o U V / •�....... 7 W z N OCCUPANCY AREA - 6,991 S.F. Q CONSTRUCTION TYPE - V-B o_.: 7 1 1----- N = o c,,c--)_,. Q,E, ..L I .--4 LC) C3 III N ill LF-L-11 _J _ G 11-o" \ / ,- - —\-- ____ ,..-- /// -1 1 ,-- - - - _i_ _____. , 1 / / 1 1 / /I � 1 r I I N I 1 1 \ _ , I I REMOVE EXIST,CURB, SIDEWALK,AND BIKE 7 PARKING TO ACCOMMODATE NEW DESIGN, EXISTING PAVING AND PARKING (10 SPACES) 1 i r----; 4::c N z 0 C ) c w I — CC Q 0 M C Z C m w C.....) ® z W C////// I.— 4:( g a..1"-- cm Z m CM f■ 5 V, +Ill JIR" 16- ) # co G co Li3 g 1 U 11 N I— w w w O Z C (1) w 0 r::?EmoLiErIoN S I T IIIIIIIIIIIIIIIIIUe�`�„,,,,I'II'I'll' is 3/32" a 1'-0" +NORTH I— w w ci) CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. C ;• a , c,,,C..,,,) 'It c: ,..eg I::::._74s‘°sC°41.7,t,'"4c:),1 �"tOL.iTiON NOTES: 1-,- w .l w .. v. c 1. REMOVE EXISTING W11�GLASS CABINET. AND LOWER ENTIRELY. U ,.` o .. 2. FE,NOYE EXISTING RILL.44EIG14T WALL. 3. REI 10'YE EXISTING CABINET M-. 4. EXISTING BOOTHS ARE TO BE RE-UP1.10LSTERED MD RE-USED. 5. REMOVE EXISTING CABINET. 6. REMOVE EXISTING RAIL '1. REM"MOVE EXISTING FIREPLACE MD 1400P IN ITS ENTIRETY(PATCI 4 CEILING.AND ROOF r ., .� AS maim). s.....L a RE-USE EXISTING REFRIGERATED BACK BAR tNITS. Z Z _ 9. REMOVE 6"�PLATFORM. cn r . . W 10. F MOVE EXISTING AND BAR TOP. Lt<1<i<<< :, _ 11. REMOVE EXISTING BAR DE WALL :c..‘. 12. REMOVE EXISTING BAR COt1�1TER, .• „. _._M_-_�. I 13. REMOVE EXISTING STONE COLUMNS. m - ---' K%".---.... 4 7 14. REMOVE EXISTING 6"14104 CONC.SLAB(PATC14 CONC.FLOOR A5 REG ,TIRED). p CNI I I 1 F EMOVE EXISTING STONE COLtMIS AND A RCI-AUAYS ENTIRELY. U e _ Y ib. REMOVE EXISTING 2x 1 LOW tUALLS: _: O N r It NOT USED. 18 I h10VE EXISTING tt 7 POSTS AND U OD TI LLIS ABOVE. � w 19. 1�Eht0'YE EXISTING MOOD DOOR AND RECITE ABOVE TO 9'-0", m ° -CI. 0 , e-Th w 20. REMOVE EXISTING 2x F�WALL TO 1EI 4T OF RECITE(9'-0"). Q w W -J 21. REMOVE EXISTING 14OSTESS DESK o < 1 ____ , b. 1 , . r 1:i I-1°:,)(\lr s' .' I 1 . . 0 0 , ■ 22. REMOVE EXISTING WINDOW ONLY. 0,. , , F- 23. REI"IOVE EXISTING 2x EXTERIOR WALL FOR NEW 31-0°W x't'-0"N DOOR. o 24. FE 'IOYE EXISTING 111001,DOORIWINDOW3 TO 9'-0". 25. REMOVE EXISTING STONE COLW AND AIDS.REMOVE EXISTING'WOOD ROB 4 4 . ____ ' -1 10 ,; rt.... _- SEAMS.REMOVE TILE ROOF.REMOVE ELECTRICAL AND LIGHTS.CAP LINES PER NEC. • A x 26. REMOVE PORTION OF WALL TO MAKE 3'-fd"W x 1'-0"1�4 OPENING. ' I Q ■ 2'1- REMOVE EXISTING CABINETS AND TRIM. - "� ; 28. RDIOVE EXISTING STEEL COLUMN.GENERAL CONTRACTOR TO Y SWORE UP . . , , • SEAM AS RECUT'' D(SEE 51' JGTltRAL) JJD N, „4-) -, , I ,-{ �' 29. DEMO 3'-®"OPEN1NCx IN EXISTING COOLER FOR 3'-0"x'I'-0"DOOM TO N ! o x 4"�---.... �' i I i COOLER. o 11 I I I I 14. .., 1 f 30.REMOVE Ex15TING FIXED SNIIITTERS AND E.IFS.TRIM(2 T"YPJ. EXISTING 1tb4l.L AS = I i1, REQUIRED TO INSTALL NEW SPANDREL WINDOW 101-10 In W x 11-11 14. I il. NoTi Z .r -.r. �«. ...-_ .r. Th - 1 �........ ....lr �. ..-..,rr.w...rr �m. ... .1. ._... .�.._ .� :+iw .rw...+-..ice► �.. ...rr.�� ....�- .w r.. ++r` :w� ""rr..�wf ..� s r-. .r.r�.r �.- +...t �.. .� �� ...+r. /� �r �r� �`�.- .-� �.�T -_ ;r - �...� x.�.- �,.^� �... 4 s C.I.` 1 I 1 SAYE ALL EXISTING GRANITE TO RE 1115E ON PROJE Et..; 1 iC 11 p I I L _, I L..-_ ! L._.� ! i] _I SAVE ALL IN DEMOLITICW 1 I Jr- - 4 -_-- - -- - - ._i ._: _..___ ..-,_ _ L ... .� .M.. __ _._ .� MI MI_ __...i.� MM....MIN..i... .IM4.MIMI ...,. . M,EMI. .._. ._-.O.....�. ..... .._. ..M ..._. .VIII .... .� .��Y. .MPI. .i.Y/ .1.. _._._ - .. _... . ..._. - ...�.. :..._. _.. O� :T1 .......rte+_....I► n....l. _I.II. aI..I.I._. ...._. qw....._I.A .rM �• E<::(^+ 1 --.I•'. _1.... .-.... .1111.... 1� N.....iM-- �./..� I W U ...... T = . ' ..1 I.' ' ' ._-' ' - 1 i i 1 4 i -.1 1, i - "rsrft-r- lel° (I) \7 1-- . -..-- ,--2-1 I ' I I L._2..j v ."-t-...- t-L-J 1 I i -.....,„mmi . I I 1 --4-gi- 1,sioet\)17 c:' E I 1 1 I --- ii -1.1- • L..;! 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Cr Cf) 0 . 1111111011111 cr4) t4 PL.L, S'Ec..*°f\Og - -t;>4E.tekaLail' iow i;77 liq AtL. SecT looiii - i7E.Ivi 0 LI -r IoNt 4 ....., 0 .. ,/,,,ti.: I 1..„0 pef.c) 1/41. Ith.ti _ 0 I— Lu Lii -) ILI 0 :•.. = et • '1 (i) eL H4 1 . . v ...i, , . I:7 111 ',•". -• 4‘;111:411111 .., ''.. i 1 '..• LL1 4'4 ,:t 4): , w . 5 .5, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEG INNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. , ,.. ,:,.. C� 1 1EVLI./ p 7 � , -: � CTD CEILING DMOLiTioN NOTES: �= : ' a . , 7-:1 I. REMOVE EXISTING WOOD COLL11 NS AND LATTICE WOOD BEAMS ENT REL V Y. 2. REMOVE EXISTING STOLE COLL lS AND WALL. y'::3. REMOVE EXtST1NG WOOD 13E4M AND TILE ROOF ENTIRELY 4. REMOVE EXISTING STONE COLUMNS AND ARCHWAY ENTIRELY. 5. REMOVE EXISTING 100OD CROWN MOLDING. 6. REMOVE EXISTING MANG1NG L1C=MT FIXTURE. -I REMOVE EXISTING STONE COLIMS ENTIRELY. a REMOVE EXISTING GYP.BD.AND FRAMED SOFFIT TO EXPOSE CEILNG. 1 1 . 9. REMOVE EXISTNG GYP.BD.AND FRAMED SHIT TO EXPOSE CEILING. O r..... ____ _... _ .._ _ -._ .� ` 10. REMOVE EXI5TNCi GYP.BD.AND FRAMED SOFFIT OVER EXISTING BAR TO EXPOSE I I r CEILING. w � °C I r , II. REMOVE EXISTING WOOD L.ATTtcE WOW C OVER BAR AREA. iii 12. REMOVE EXISTN(s FIREPLACE MOOD AND FLUE.PATCM ROOF AS REQUIRED TO MATC I "' I auk I I l p. r' Ex18TNC�. ' I 13 REMOVE EXISTNG STEEL COLt, I AND RELOCATE.(SEE CONSTRUCTION PLAN) m I �c4'Ytm t�G► ec cv 1(.7S\'''''cl I I i 14. REMOVE EXISTING S'-6"GYP BD.AND FRAMED SOFFIT AND RAISE IT TO EXISTING 9'-6" L ...... ..... ..... ___ _.._ _I L _.._ CCS'f'j' � WT.(PATCH GYP.BD.AS NEEDED) c s' .,' U T r- tivor 1 15. REMOVE EASING WooD BEAMS ENTiREl.Y. �ir . - _ -- +-----r I-------- . Ck31143G N i�" � H �' � 16. R�EXISTING SLOPED GYP.BD.AND i�RAMED CEILING TO E�CEILING. Q.. I i I ft i. NO) U 1 I I Cry►t 11. REMOVE EXISTNG GYP.BD.SOFFIT AND FRAMED ARCl4 Wt4Y UP TO EXISTING SOFFIT Mt Fw^' i I 1 I I I CF 91-6". a I I I m o I ( i t I Is. SPARE Z W I : .. °�Lu el L , jcij I � -t1 G 1lrt 19. SPARE CC J w I Te .Ey\P« -- o Q mot; C Cif t L.1 5 �¢,E; PSM b 20. SPARE. � 1? 4 I i iLt. ors >`a* 9) - I ! .__�._ _ 21. SPARE. .. xtt �--� i _ .... _... f - r.. 22. REMOVE EXISTING WOOD CORNICE TR11. N a► r' -- --- - 23. REMOVE EXISTING 2 x 2 LAY-N ACOUSTICAL CEILING TILE AND GR.1D(SEE REFLECTED r'� CEILING PLAN SHEET A6.0 FOR EXTENT OF REMOVAL). Q 24. REMOVE EXISTING WOOD CEILNG BEAMS ENTIRELY(Ti 6) 1 S\K 15.r 1 k\IC (00e L 1 WO% 1111 )FXS11 PIO (tePcr0•* k; 1\)eCi9e....f;) . u.... �....• �g.t ®VE s)cr-s It46. 'I�I,2 c.t. - Gelt✓1NG\ 4 P?rce. w i 6r\T, 159 •1 45 fZ~ GLU1 9 Z ii 1-, . 4- I , Di N o1--. ----,_ 46 ........1.••■••• ....••• ......1 it.........ilk 1 ......- ....... - -t-r..............1 T ........ _ -. _ ........ ...... -. .......... _ ....... ...... ....... ....... *mom eam. mom. mom. ...... amm. mem* .1...... osr.o. moms moolm. moi r..............:77 imomm 1 r........._ 7 1 1 1 I I I I I 11 D 11 ILL 1 1 " Lo t 1 --4. _ ,,,r,.,, ^,.�,,,_ ........ ..u...... n...... .�M wow. --.- r ...- rrs .w.- �. ...rte. ww ..+r r-- ���.r-. .r... .w.w .r.rr .r.. ...........r +.... .....w +� � "-����� V __ .._. ..... MM. ._.. .�... moms am.. -^ Z d 1..- 1 cT o l I NOTES: 4 - , Q `t I • GENERAL COQ TRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EASING w tt I 1 CONDITIONS AT SITE AND MAKE NECESSARY ADJUSTMENTS TO MAINTAIN T Q I r 1 1 i _ INTENDED REFLECTED CEILING DESIGN SHOWN ON SWEET A6.0. o ' 1 I __� L I I _I I _I L A L -� > > GENERAL CON1'P. 1.OR TO IgE-USE EXISTING ELEMENTS TWAT MAY BE USED N 1 1 �' ... j I 1 I I I i ' , ! NEW REFLECTED CEILING DESIGN SHOWN ON SWEET A6.0. 4 E I ! I I I I 1 r • GENERAL C���OR TO REMOVE AND CAP OFF PER CODE ANY AND ALL V I 0 I i ) I _ -,--k-- - ELECTRICAL OUTLETS AND LIGI4TS NOT BEING RE-USED.(SEE S1 ET E2.0) 'o Y I I I I _ _ - W Z LLI Cr) 1 _ _ ._._ O.... - _ ....., I 11 I I I 1 I I I C[......_vir\.1/...0.... ...... 1.- C3 F.• ..........01.0... MOM.MM.I ria 1 I Moo .... (••)LLIC : ' C 0 I.4 I:- r t t-----_______a' I 1' 1 _ --istv _..... c,,,42, a , 1 /- \ '‘ 1 ei5EP (i., I RUM! i..... . 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I ,I II I f--- fi-... -.1--_ _ II !I II II II1_ IIICC \ \ �-..--- `Ir --�- -I I- _ijt I- - - -4I--. __ -II-- -- -II-' .-= ;- I Cr V2- ._ .- - - , I Q OQ \\ I 1111111116.. / Z \ I 2 ffc c� i1 , ItrtN , I _efleA veRNikh,-re I 11 0 1L _ _ _ _ _ _ _1 e ..m...,. ..,_.�.. ....m...m .w... .......... .. ..... •••■• .... .... i W , 0 Z -.1-31.---- 4514''IIIIIIIIIIIIIIIIIMIMIIIIIMIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIIIIIM 1 I I f I ! ft1 � H_' U I iI II I ( �� I I iI I 1I 1 I 1 1 Ii O I Ii 1 I I i I I I I I I I 1 ' I I I I I f -1.1. .E 1 I--- 1 I _I i Cfi U Cis 7.---J-r.... -7..i.1-7-71=---;1.------4.1 - 4 - -t-I .=- Ti...- - -IT --Fl =. 14._-__ -0. 7_1-.F....-7-41-...... -417_-4f-.._---4....-=..-p..=.= I � I 1 � �� LI � � � Li I.! 1.1 ii L L. ii it � U 1- w w -) W o I c W fl. 0 . r:)eMOL. I T I ON REFLECTE1:? CE I L 1 NG PLAN • . 1/4" 2 1'-0" NORTW (61(:) H C) CONTRACTOR SHALL V ERI F Y ALL EXISTING DIMENSIONS AND CO N DIT I ONS BE F ORE ORDERING MATERIALS OR BEG I NN IN G WORK REPOR T ALL LL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. cn w w z ,�. .4.).ks-41,,C‘‘.1.4C:10.,, 14,/°. ...4.."11‘,0s6e4. ....... c-) F7?) I 74' r) SCREENING TREES TO REMAIN EXISTING PROPERTY LINE SITE PLAN GENERAL NOTES: :� M — - - - - - - - - — — ARCHITECTURAL SITE PLAN IS FOR ILLUSTRATION PURPOSES \ , -�� ",.` a — — — — — — — — — — ONLY.THIS PLAN IS NOT TO BE USED FOR DIMENSION CONTROL d o OR STRIPING. $ SITE SIGNAGE SHALL BE INCLUDED IN SEPARATE SIGN PACKAGE AND WILL BE SUBMITTED TO LANDLORD FOR REVIEW. NEUJ EXISTING HANDICAP PARKING TO REMAIN. �^� 3 .Cft = MECHANICAL UNITS, DUNPSTERS AND TRASH COMPACTORS k o- t SHALL BE SCREENED IN ACCORDANCE WITH ALL APPLICABLE NEUJ c 4 �a��CITY ZONING ORDINANCES AND LANDLORD REQUIREMENTS.NEW 6" CONC.CURB ALL SIGNAGE CONTINGENT UPON APPROVAL BY BUILDING PER CITY STANDARDS INSPECTION DEPARTMENT AND LANDLORD APPRO L I II :1—' Z' NEUJ OPEN STORAGE,WHEN PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH APPLICABLE ZONING ORDINANCES AND -.0" LANDLORD REQUIREMENTS. z t,e- NEW cn GENERAL PROJECT NOTES: w 47 } a a as a 1. THE GENERAL CONTRACTOR IS RESPONS CURING t illrill ANY SEPARATE PERMITS, APPROVALS, OTHER THAN BUILDING PERMIT FOR HIS SCOPE OF WORK C.� o 2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL AND •• DETAILED INFORMATION, m ` 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL o cm U FEDERAL, STATE AND CITY BUILDING CODES AND ALL OTHER N APPLICABLE ORDINANCES AND AUTHORITIES,THE 1IJ CONSTRUCTION DOCUMENTS HAVE BEE PREPARED WITH THE U 1 U INTENTION OF INCORPORATING ALL SUCH ISSUES, HOWEVER, THE i N GENERAL CONTRACTOR IS TO VERIFY THAT ALL COMPONENTS I DO, INDEED, SATISFY THESES REQUIREMENTS, ASSURE Q COMPLIANCE BY SUBCONTRACTORS AND SUPPLIERS, AND, � a r , SHOULD ANY DISCREPANCIES BE IDENTIFIED,NOTIFY THE °° ARCHITECT AND NE OUINER PROMPTLY FOR CLARIFICATION SO z < C C a rim] AS TO MINIMIZE IMPACT UPON THE JOB COST AND SCHEDULE, a W ♦ ♦ 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING o a rx NEW KEG ♦ ♦ CONDITIONS PRIOR TO EXECUTION OF ANY WORK THE GENERAL COOLER CONTRACTOR SHALL VERIFY DIMENSIONS AND LAYOUT AS ' ♦ ♦ G INDICATED IN DRAWINGS AND SHOULD IMMEDIATELY NOTIFY NE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. I N ♦ ♦ S. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR G IDENTIFYING NE LOCATION OF ALL UNDERGROUND UTILITIES Q o ♦ ♦ AND COORDINATING THESES WITH LOCATIONS SHOWN IN "' DRAWINGS AND SIMILARLY, IDENTIFYING ALL EASEMENTS, a G SET-BACKS, RIGHT-oF-WAYS, AND RESERVATIONS PRIOR TO ' ' ' L.L. X I T G Q z ANY DRILLING, EXCAVATION, OR OTHER INTRUSIVE SITE V PREPARATION. THE GC SHALL COORDINATE ALL WORK WITH TWIGS BIS-rRo G APPLICABLE CITY SERVICES AND UTILITY REPRESENTATIVES CE o AND LANDLORD REPRESENTATIVES. _ 7 MARTINI A 9 6. NE GC SHALL USE EXTREME CARE TO ELIMINATE INTERFERENCE = o ON ADJACENT PROPERTIES AND STREETS AND WITH OTHER te AD EN PR o CONTRACTORS ASSOCIATED WIN WORK ON NE SITE. N •• S I L • 18 -I. ALL SIGNAGE TO BE LOCATED ON THIS SITE I5 SUBJECT TO o -1 9 APPROVAL BY THE TENANT, LANDLORD AND APPLICABLE CITY Q — Q A • • ' AND STATE AUTHORITIES AND ORDINANCES THRU SEPARATE U 5 ♦ ♦ \ .6 SIGN PERMIT.THE GC AND/OR THE SIGNAGE CONTRACTOR Z z SHALL BE RESPONSIBLE FOR SECURING THIS PERMIT, < ♦ ♦ .__�j) INSPECTIONS, REQUIRED APPROVALS AND ALL ASSOCIATED • , \ 0 ♦ ♦ 0 FEES. 4 0 U V 7 OCCUPANCY AREA — 6,991 S.F. W z CT CONSTRUCTION TYPE — V—B 1- \ < Lu/ Fj CULTURED STONE o .4.4 - U c(2).4 con woRt , d'� Z, �4 VERT.. 16" O.C. _ I ...i Ay , �'' o(T II;• PARKING TO k REMAIN � � LONE STAR- YOSEMITE FIELDSTONE g i TO MATCH EXISTIt *! * u i i OVER 6 CM.I.(SMOOTH) ♦ ♦ ♦ • • ♦ ♦ ♦ . i (2)04 CONT.HORIZ. NEW PR®oSED PATIO Q . „ EXPANSION STRIP W.--- �� ♦ ♦ ♦ ♦ ♦ i i ♦ ♦ 1► ♦ I I. M 4"CONC,SLAB 1 / IA \ . . . . . . . J *R LOCATEQ . � . . W � .I� W WWWW WW � W _ '' BNCE PARKING W°*W.W W W.W.W. W *NEW 1LANDSCA ARE,4. .I. ,. '. . . .1 . • .�. W I`.`.` `.W.`W .y.WW �WW.*I....*. . _, (2)45REBAR O a -- = CONTINUOUS d L 4 � I _ \ �i = TYP.FIN WALL 0 �_ " " NEW SIDEWALK � cA ® 6"CONC.W/05 BAR 4 x 2 0 16 OC. IFLUSW I PER CITY STANDARD tee, -'• VERT • 18"O:C. � (ALT.NOOKS) JOINT I I I I I ALTERNATING FIG. �`;� w/*5 BAR Z. A '� I .�_ �_ 0 12" or.. • 'rte ' 181-6" _ �� CONTIN.CONC FTG� -� %, O 9I-0" g'-O�� w/(2)04 BAR CONTIN. 7 . / 6" 6" 6" / �� EXISTING / 1'-6" REMOVE AND RELOCATE NEW 6 CONC.CURB PARKING FOUR EXISTING PARKING PER CITY STANDARDS TO REMAIN STALLS. 1 STC)NE V*LALL TAIL L a) 3/,4" ■ 1'-O" Z A1.� C� F- w C ) A ' . A • A., W C 414 4 4 CO fir • WATERPROOF INSIDE I _ i rillir 7":111% G < ire._ C MI , 4 /ill Z /1 4"CONC.SLAB LLI G l_ • Z /O ,•/ /•_:iv / 17: _,,,, , ), CI: W gr C NI , ! C.1)., Zcsi co ri--2 ti # C CO r■ % Hi 111 Ili III 111 1 I I 1 H . -C1)(5 CIO iiji 1 ) C ( O O O ° Lu § i_ F__ FL:�- w w -) w o z 1 2 LAT �!TAIL A1.0 3/4" • 1'-0" 0 Ipllllllllllllllllil`IIhIIIIIIIII111L I T 3/32" m 1'-0" +NORTH irilmilim I— w w cn ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. _ . . WORK. REPORT MATERIALS OR BEGINNING- - - CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATER ALS 0 g - 1 11-2 GENERAL NOTES: ,� CONTRACTOR IS TO VERIFY AND BE RESPONSIBLE FOR ALL -• 8 .• j , f.L ;.rC.ti .I►z..�.y ►zC._w_.titer. ►zz. ..►_._► ►�►_.�►zC.:._.... FIELD DIMENSIONS, CONDITIONS AND CODE REQUIREMENTS AND °SY.0C1 4/00 ; NOTIFY THE DESIGNER OF DISCREPANCIES BEFORE PROCEEDING U y s o ►, WIT1-�4 WOW. {4 _ 2. DIMENSIONS ARE TO FACE OF STUDS, UNLESS NOTED OTHERWISE. NEW KEG COOLER ON L 'I �' 4" CONC. SLAB *- 3. FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WIT1-4 ;4; :: IFC SECTION 906 AND NFPA 10. EXTINGUISHERS LOCATED IN 2'-0" 3'-0" CABINETS OR NOT READILY VISIBL SHALL BE ADEQUATELY ►; ,. MARKED, EXTINGUISHER SHALL REINSTALLED WITH A HEIGHT TO ►, ,p •,• THE TOP NOT MORE THAN 5' AND IN AN AREA THAT IS BOTH ...... VISIBLE ND ACCESSIBLE. CLASS 'K' EXTINGUISHERS SHALL BE • !.-.7"7.7► _( CIW .47.74.-.e. .riZCe"...1.�.-.7. .to rC"7",C.N.-.� BLE : ►; INSTALLED WITHIN 30' OF THE COOKING LINE. v ;� 4 ;� 4. ALL INTERIOR AND EXTERIOR SIGNS SHALL BE IN ACCORDANCE WITH THE BARRIER-FREE REQUIREMENTS AND SHALL BE WHITE ON BLUE BACKGROUND, SECTION 1106.163 z '4 14 5. A FLOOR OR LANDING SHALL BE PROVIDED ON EACH SIDE OF O ►1 . TI-4E FLOOR OR LANDING SHALL NOT BE MORE THAN 1i2" ►, DOORS E L EXISTING - ►� I LOWER FROM THE TOP OF THE THRESHOLD. w TOP OF STONE PLANTER �' ► a as a NEW LIGHTS WALL a 4%-0" to 0, 6. ALL DOORS TO BE 3071 WITH LEVER HARDWARE, UNLESS NOTED■ SEE ELECTRICAL ------ --•--- ---- ------- - - ►1 .�. _ .�. rte._. _ .-. _ 04:4�►-.�►�►�WEVI �E OTHERWISE. • O _ _ ,/ 7 ,. EXIT DOORS MUST BE °PENABLE FROM THE INSIDE WITHOUT THE P"' R �-- EXISTING • EXISTING USE OF ,4 KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT_ --;EXISTING MENS _ 8. ALL THRESHOLD ARE TO BE FLUSH, o N REMOVE CABINET - 9- SPRINKLER COVERAGE SHALL BE MAINTAINED PER NFPA 13 12 LU UNDER SW(AND `�' REQUIREMENTS. ADJUST FIRE SPRINKLER 1-HEADS TO MEET NEW U 1! 3 RE-H4NG COUNTER (1)TYPEIK RATED FIRS - DESIGN. MODIFY THE EXISTING FIRE SPRINKLER AND DETECTION _ FROM THE WALL(gam EXTINGU SHER SYSTEMS IN COMPLIANCE WIT1-4 NFP.4 13 I2. U ,� DETAIL THIS SHEET) (RECESSED) EXTEND WAL 2" 1.- N +�'; PAST NEW S 9 1- " 10.IF REQUIRED, PLUMBING,MECHANICAL AND SPRINKLER 6 0 S SUBMITTALS WILL 5E DEFERRED. Q ><, 11, SINK FAUCETS TO HAVE PADDLE HANDLES (TYP) >' o v 12. PROVIDE SIGN ABOVE FRONT ENTRY DOORS STATING "THIS DOOR Z w 0, 0 0 ISTII�IGG TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED!' Q w z, EX Q i J L `I 13. TACTILE EXIT SIGNAGE TO BE INSTALLED PER SECTION 1011.3 OF o < x -\-- 0 U U THE 2009 IBC. 0, 1 3 REMOVE CrA 'INE — I 1 0, 14. INSTALL AN EMERGENCY KEY-BOX (KNOX BRAND) AT A 0' S ND LOCATION APPROVED BY THE FIRE DEPARTMENT. ALL �-NANO COl,�1tER _FROM THE WALL(SE NECESSARY BUILDING ACCESS AND FIRE PROTECTION KEYS DETAIL THIS ) SHALL BE PROVIDED FOR PLACEMENT INTO THE BOX PRIOR TO o? OCCUPANCY APPROVAL IFC 506.1. Q o EXISTING WOMENS — R�D GLASS EXISTING EXISTING 15. INSTALL ADDRESS NUMBERS ON FRONT AND REAR EXIT DOOR. Q NARAIL UP 3'-6" - L, NUMBERS SHALL BE A MINIMUM OF 4" AND CONTRASTING TO THE • i \ BACKGROUND. 4 `` 16. ALL SURFACES MUST BE SMOOTH, DURABLE AND EASILY v ON ® CLEANABLE N - ' _ W.W. L_C_ , 1 8 6 - CV (1)2A: Z o 2 . --/ __ _ RATED FIFA EXTINGUISHER. in t ` —-'. —9 ® (RECESSED) I- / (1)2A:108:C � z O _' 0 RATED FIRE EXTINGUISHER WALL. TYF'E : cr ° •il to ABOVE / ® (RECESSED) Q _\_____ ® NEW EXTERIOR WALL U a ® 0 E.I.F.S.FINISH OVER PLYWOOD z TOP OF STONE PLANTER r SHEATHING TO MATCH EXIST, a E WALL 4'-0" \ EXISThh�IGG COLUMN OVER 6" STUDS 16" O.C_ o EXISTING COLUMN AND FURRING v) E W/ %" TYPE 'X' GYP. SO. °- "v AND FURRING < o NEW WALL �' © STUDS g 16" O.C. ,� 'o NEW NANA WALL CD Top 0 36" 12'-9" 1 WI %" TYPE 'X' GYP. BD. w E -yam- NOTE: (BOTH SIDES) W Z @) 741 NEW LIGHTS VERIFY RADIUS SEE SHEET A6.0 FOR z ..... J SEE ELECTRICAL _ CEILING NEkxH'TS LE NEW WALL w itt g 2 WITH BOOTH MFR - " " �, o 1 6 9-6 8 STUDS * 16 O.C. Q CD LU 477 1 4§ Rs,'1-0" ('1'f�',� 111Prielli --71 f W/ %" TYPE 'X' GYP. BD. U E I ®i I (BOTH SIDES) = o �-- �� 3'-3" I / AV-65" 1. 0 6.-::,) I SEE PLAN FOR HT. .o ill ISTIN A EX G W LL: L ••o ABOVE FRAM � o E Mil " N -'�-c3� TOP of WALL AT 40 UV FLAT NEW FULL HEIGHT WALL ��������,. .)- r -0" r __I PLYt�QOD TOP Ate 3 CM (METAL STUD ):SEE WALL I GIUNITE.FINSHED WALL AT 42 j/ TOP OF WALL AT 53 "W/FLAT '' \ ' w I I AFF. TYPES FOR SIZE PLYWOOD TOP AND 3 CM I I al NEW LOW WALL: I I NEW PATIO GRANITE.FINISHED WALL AT 55" I — I I I I W3-- W3 ---- I � Ex St - ♦ ,a,F,F, G�, I / - I L _ — ` I� NEW WALL BELOW: C e a r �` ® 1" n � NEW WALL WI SOUND TEMPERED GLASS . — NEW REPLACE • �• :•�• � r I �� BAIT. INSUL: HANDRAIL UP 3'-6" p,' \ (SEE DETAILS {ii (W.W.) �. ■` d SHEET A1.1) , WOOD WAINSCOT TO MATCH EXISTING \ i" an W.W. ALL TO BE PAINTED / i t EXISTING I ) — tai \ I / - 0o w w ,_ ABOVE / I ? ilippor — l31 Z-o ; I L r�- \\ _NEW LIGHTS SEE ELECTRICAL ti` _ /J '� 9" 11%x" x '184" OAK FACE TYP. I A \ \ ao ,F \- CABINET 6'-10" 5'-0" 6'-10" 11'-0" 21'-S" FLUORESCENT STRIP LIGHT NEW NANA WALL " NEW )' J' ' / I PLANTER I 12'-4" BOX NEW METAL 'WI FULL HEIGHT 0 4'-0" 4 COLUMN W/8" TYPE W3 '■ ` �,� --� ,- 'X'GYP.50,OVER Ii"— TOP s ,54" ,y/�.s y�i,� TOP* +54�� 84 x 11/2" OAK TRIM MIL.STUDS WHITE EGG GRATE ® RELOCATED STEEL \ �/ / I 4- �4" X i�,z" OAK TRIM CO COLUMN. DETAILS COL SEE DET L A f \--TOP OF SCONE PLANTER WZ ALL SIDES (SEE STRUCTURAL) - L �- \ ✓ _0 WALL •4'-0" • n TOP® 1'-6" r' W3 I- / Un 23'-4 "FIELD VERIFY BOX N EXISTING -1 //- _ 4"9' ` 4'-6" / METAL COLUMN W/%8" 3 MIRROR �n EXISTING COLUMN TO TYPE 'X'GYP.BD. Lil BE REMOVED SEE 1.0 �-- * (MI I I DEMOLITION PLAN OVER lift MTL.STUDS ` PLASTIC LAM. SPLASH, TOP �' ,.�5'I I O20 4 STRUCTURAL) _ and FACE ON 1 PARTICLE BD. TYP. O7 �s� ,•' CIC 6'-0" 4'-0" S'-0" \N ` - -- COUNTER TOP FRAME CONSTRUCTION : CD '• _ _ 2x4 FRM'G at 3'-0" O.C. (BETW'N SINKS.) Z 18-0 \ WELDED TO VERT 6 STL. and _ ` _ © `� _ " `� SECURED TO DBL.STUDS WI 1iz"0 A.B. LL EXISTING TOP OF WALL i' BAR DIE BY KITCHEN A 1.0 •1.0 ' at 12" O.C. \�� 5 0 EQUIPMENT SUPPLIER r o ,� Q fr = o - 2x4 EA. SIDE OF STL. TO 2x4 `� in " 41111 = RIM JOIST and BLOCK'G f 13 INSULATE DRAIN PIPING FOR BARRIER Z 40" _, E �� 1l-10" ,� FREE REQUIREMENTS Q w M EASING S'-0" S DES 10'-10" 2'-0" 10'-10" 3'-5" % PARTICLE BD.SKIRT IN FORGROUND w/ 0 Z ! 1 ALL E �, �, �, PLAM. BOTH SIDES and EXPOSED 3 E EDGES. < g i ® ® DEMO EXIST.DOORS.INSTALL flW.W." r an i W.W. FINISH FLOOR LINE "� Cri Z 0)un�' `� a % NEW STOREFRONT WINDOWS. I \\ a % NEW 1" INSULATED WINDOWS % (f) TN g 1 NEW HEADER I NEW HEADER I \ (SEE STRUCTURAL) t (SEE STRUCTURAL) ' \ / _ _Di Gat f f 0 0 O O @ ,? J to to t- X X - �•• TY'F'. V N I T`t' SETA I I �- w p ' w® - o Wo ABOVE EXISTING PATIO U' 0 s ONSTRUTION P ( SJ ,, ,_ 1/4" = 1'-0" NORTH w z CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WOR K. REPORT RT L L INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. h: - v'S: .,C:1 ii00.,,,, ( , 2',--" 1::A • ��'��1�►wVi��►�'♦�����♦�►���1V�ti�.��1`r�V�1Vw1'♦V�1�1 °;,� 6.� g aw �4,,,,..,5*; :tit, ....re . ■ 4 • i CI 14 1.11 A l . 0 g"---.4 .6 �, - W �1-2):6-7, "4" 0 9 —�;� ),.1∎ .rya♦ ∎∎.. _♦ ♦Z♦,A A.:►Z♦Zea♦Ze♦Z♦Z♦Z♦Z♦Z♦:♦Ze♦Za�':COMICRIPT" U )►/ ♦ _ I VI ►r f III SEATING INFO: ►,sm - _- N NEW , A C',� — , KEG COOLER a/ �� I� pCiSTING DINING AREA: 156 ® FREEZER LOUN1GE AREA: 50 4 , U5 BAR AREA. 18 ► ,. PATIO AREA: 80 �� TOTAL SEATING: 304 III e 0 ►�a max / max / �y SERVICE YARD ►� \ / c — ►; icewr 11 ii IIB �� \ / � � �� n Z � X �/� N o IST/ EX Its _`I� NOT S- ' ' \ COOLER L N �;. ED cn 7C c / \ w+ 7t---e a � (� � \ 11'1 �� W;. / \ �� tO EXISTING FLOOR DRAIN.►. as , r_____i____ 1 aaa I r ►: \ \ - ' �' ' - - 'c \ ' 2O EXISTING GREASE TRAP_ a.to • 0 / / .a _ - _ _ / / \ \ ►� I ►�U �� i4."/ riri !�i etWearglIMU�EArZ ME Ci/iATC•7i5∎7"!�!�il�!itelf"W!Mtif" ilit�lri!i►l"..4!i! 74.!►!►�►!►!►!11.45E".1_ I C 'J l`O 0 I I -0- _ a I.. Ir�Y��I ��� . n ran / x , -1 or,i..._...,..;x • A�► L� RECEIVING • '�) ' D'SHWASHING illh-• r t� --th. _ tt� FIRE SQUARE FOOTAGE INFO: MEN S _ _ - `� III v• o c_�.,' _ _ u' t' RESTAURANT: ro,,ro05 57—)41 1 1 w .�r I �• • , ; II /' Q �� C� ae� %-a� x �J _ kr\ a, , / l EXIST.COOLER: 298 DRY 810- . ICI Ari x x NEw EXIST.SERVICE YARD: 222 "44i �m �� >< I '' ,� // ,, wATER r�Ew cooLER. -ra. N I, 0 - li ' . --- , ��j n TOTAL SEATING: S,ro28 0 0 g .�. 1 p •.414 111141 I I x 1� Q N. „ Z W co HALLWAY i, c MECH IZ3 a � �� • / \J t�� ∎ ::: :- - w�o o I , I I �I «► ► N���� ► 0 0 0 0 i I ■� !� • of I A I I �� 0 0 0 0 '� 20' • 0 • • 0 • n , I 1 I., _ All_, �'ia 1 1 4 , _, o o•0 0 0 0 0 PUBLIC MAX DISTANCE: 140' °` - - / 11 00-000 .00 3 i '- 1 f _ - ,_ ��/� EMPLOYEE MIN_DISTANCE: 15 R 1 j L-- r - ,, I / I , --*It - n _ ' �A / EMPLOYEE MAX DISTANCE- 110 N _ - \'',---, ,- ,--,--- ►'� IL R w x N E 0 0 1 ICE a u OFFICE- �' KITCHE _ Q L_, o N . u el' -' M11 � U U U A.. 17C\I"."31 [lel Ili 0 0 iii•l WOMEN'S — — — _ — — — — — - � .........-7, , ,--,_._ i W N Q �� l� ... • • • • . .__ __, Iff11 Mil- , , • � � ivy ---•.- O 0 ll- n V)N N /�TN 1.5 �J w 0 W � l9 a' _I__ W :0\C\izo Z/ J b ............... ......, /"-N (.--- . • 6 ti ti g. 8EV STATION O O o oz 0 Inln n�-1 InlnlnlinlnlnInl I I U I I _ g u 1 Fri 1 1 1 1 I �-' i rir—I rii---1 ihr--1 r---F--1 FIRE PIT :. II j o—� u u EQUIPMENT NOTES: W :=0 I I PATIO DINING O O O c* • CI i 1 1 r...11..a I 4 1 -. w' i II i ------- ,---- ------- .....---- -----, .....----- 0 0 ] 7 0 rn-r 0 0 1. ALL SURFACES MUST SE SMOOTH, DURABLE AND EASILY ,Q o GLEANABLE c�.v —I 1 2. GREASE TRAPS ARE NOT PART OF THE FOOD SERVICE o O O I #> EQUIPMENT.PLUMBING CONTRACTOR TO VERIFY SIZE AND o / - r—FIREPLAC1 (SEE DETAILS LOCATION. --"'"I%/ / SHEET AL.1) E / 3- PLUMBING CONTRACTOR TO FURNISH AND INSTALL 120V U.L.U I o APPROVED SOLENOID GAS VALVES OF APPROPRIATE SIZES a) C —— — — ic FOR FUEL SHUT-OFF TO THOSE ITEMS PROTECTED SY FIRE \ 0 I- —— — -I 0 0 - PROTECTION SYSTEMS_POWER CONNECTIONS SY ELECTRICIAN.• . . • . • . •0 0 o \\ \ I � -1I O• • I I 1 I I o 4. ALL NEW FLOOR SINKS TO SE FLUSH WITH FINISHED FLOOR 1 II II _ . • • • n . • 0 I / I I I I 1 Fi - 5. PLUMBER SHALL FURNISH AND INSTALL CHECK VALVES ON H0T 1 / I L _ _ _ _ I AND COLD WATER LINES WHERE AN OPEN CIRCUIT IS PO5518LE U I-_ — — _ -1 1,--11----d BETWEEN HOT AND COLD WATER SYSTEMS, SUCH AS, SUT NOT DINING / � LIMITED TO PRE-RINSE SPRAYS, H05E REELS, POT FILLERS, 126 ( I 0 DINING I 1 IJ 1 KETTLE FILLERS AND HOSE 515 FAUCETS_. • . • • * . . 1 ' I u 6.ALL HOT WATER SUPPLY TO 8E (140 DEGREES F) UNLESS \ \ O 0 ' NOTED OTHERWISE_ HAND SINKS (120 DEGREES F) 0 0 O 1 o UTILITY LINES SH CONCEALED IN WALLS AND o 1 ) . . . • . • . . 1 0 _ . ALL U L L E ALL BE ALED • • • • • • 1 O o 0 COLUMNS UNLESS OTHERWISE NOTED. • / / 8. PLUMBER SHALL INTERCONNECT ALL COMPONENT PARTS OR J/ SECTIONS OF EQUIPMENT NOT PRE-PLUMBED 8Y THE I 0 MANUFACTURER AND ALL EQUIPMENT DELIVERED IN SECTIONS \ ■ DINING TO ACCOMMODATE ACCESS. \ ^ ^ ^ ^ � ^ 9. FOR ADDITIONAL INFORMATION REGARDING FOOD SERVICE �� �,� ,, � . �� EQUIPMENT AND/OR TYPE OF METHOD OF UTILITY CONNECTION, REFER TO MFGR SPEC SHEET IN THE FOOD SERVICE EQUIPMENT 0 0 V BROCHURE PROVIDED SY THE KITCHEN EQUIPMENT GLASS LICIOR SHELVES O 0 O 0 CONTRACTOR. 0 0 0 10.PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING 'Y - LIQUOR TOWER-METAL VALVES AS REQUIRED FOR COFFEE MAKERS, SODA SYSTEMS, 9' � STUD FRAMING a 16"O:C. ETC. / S d I 11. DRAIN LINES FROM STEAMERS REQUIRE HARD PIPING DUE TO Z ...1 IGH TEMPERATURES. 0 STESS s-zl _ lIt a n �� % 13-zz r - 8-21 12.ALL ELECTRAL RECEPTACLESHALL SE VAPOR PROOF — 5 z2 � � ®�11 ►� N i -2 IIIiii 1 HORIZONTALLY ON FIXTURES AND WALLS_ LIG �_ / f - - 1 5-24 _ O O O O F- / / 13:PEDESTAL AND FLOOR OUTLETS SHALL SE WATERPROOF. I 1 : I :II,riv �1_ i_ 0 ___ � _ H (w <cal .\;111V . • • • . • • J P-......m aZZ-3£:--.=1=4,= '.1) 0 \ ..--. 0 0 o • • • • • • F Z i _______-i WAITING LOUNGE W 102 ‘013 Q / `, LOUNGE ® ® z<c ,,..- :-5, 4.! 5 i -111! 101 El co a g ENTRY ! / a I lot - 1 —a 04 Li 5 P ( O ( O ( 0 ) ( 0 ) \ C < N ( ( ( ) ( ) 11 \ ( ( i W ••,.... § 1 ' WI _ Iii --� ft 4 u-- ---d] r I AY.— ` 0 fC PP \ _1 I- �= 1-- U I— W W `) W Q 0 ® cn / \ • • . • . • . • PATIO IN . . = a. • . 4. . • • • • • • • . • nr-EN GUIMNT S!ATIN E LAN •• . • • . • • . • O O o (NI 1/4" a 1'-0" NORTH Li] c ) TO T T PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES 0 ARCHI EC el:AS:C1 „,,,,,, inP ....„,..,00. ,--) 40.,,., Cr rr .m.; SSV. w 0 i t V/ NEUJ EQUIPMENT LIST z 0 EQUIIPMENT DESCRIPTION ELECTRICAL PLUMBING c' ITEM # QTY: W AFF AFF TU A > DESCRIPTION MFGR: MODEL SUPPLIED BY: REMARKS HEIGHT VOLT CYCLE PHZ W.P. AMP KW CONNECTION REMARKS CW(In) CW AFF HW(En) WW OF IW D DW GAS GAS MB REMARKS au �<<< < K100 2 RANGE,GAS,HEAVY DUTY,36" GARLAND/US RANGE 0836-6 120 60 1 35 5-15P Y" 25.'15" 220 K101 1 WORK TABLE,30",STAINLESS STEEL TOP ELKAY SSP 117T30930-5SX K102 2 MICROWAVE OVEN ACP RCf52 208-240 60 1 13 21 6-20P K103 2 FOOD WARMER,BAN MARE,COUNTERTOP,ELEC. VOLLRATH 11001 120 60 1 5.8 1 5-15P K104 SPARE K105 SPARE °c cm K106 I REFRIGERATED COUNTER,GRIDDLE STAND DELFIELD F2981C IS 60 1 y 10 0 tO K101 1 CHARBROILER,GAS,COUNTER MODEL WELLS HDC13-36300 Y" 120 U N K108 I GRIDDLE,GAS,COUNTER UNIT WELLS HDTG-4830G Y" 120 U 409 I HEAT LAMP HATCO GRFFL-120-T-QS 120 60 1 4A .5 CORD 4 PLUG U K110 2 FRYER,GAS,FLOOR MODEL,FULL POT DEAN D50G REUSE EXISTING 1 " 120 60 1 35 5-15P REUSE EXISTI•G*(VERIFY) Y" 11" 85 REUSE EXISTING N K110.0 1 SHORTENING*DISPOSAL UNIT FRYMASTER PSDU100-STCK ■ K111 I SALAMANDER BROILER;,GAS VULCAN-HART r IOM-36 REUSE EXISTING REUSE EXISTING(VERIFY) Y" 84" 30 REUSE EXISTING N Lu K112 I MICROWAVE OVEN ACP RCI1S2 208-240 60 1 13 21 6-20P >-• o K113 I CONVECTION OVEN,GAS BAKERS PRIDE GDCO-G2 115 60 1 y 15 .%3 Y" 30 °o w 115 60 1 y 1.5 263 Y" 30 z cn K114 I MIXER, LANETARY GLOBE SPX 115 60 I 15 1.125 < ua-' R w KII5 I CAN STORAGE RACK NEW AGE K o a cK 121 K116 SPARE K111 I HOTPLATE,COUNTER UNIT,GAS WELLS 14014P-3630G REUSE EXISTING - VERIFY " 159 o•• K118 I FRYER GAS,FLOOR MODEL,FULL POT FRYMASTER GF14-SD ) )" 100 ° K119 I STEAMER CONVECTION,COUNTERTOP CLEVELAND RANGE 2ICET8 208 60 3 23.6 8 Y" k" DRAIN TO FLOOR SING Y" K120 I (P/N 111121)EQUIP STAN,3414,STAINLESS STEEL CLEVELAND RANGE UNISTAND34 Q o K121 I HEATED CABINET,MOBILE CRESCOR 14-135-WUA-I1 120 60 1 16 2 5-20P • K122 SPARE K123 SPARE K124 SPARE Q K125 SPARE V to K126 SPARE CZ K121 2 BUN PAN RACK ELKAY SSP APR1820-LX N 08 (2)10 SHELVh'4 WIRE OLYMPIC J2436K ` ) K129 (2)5 SHELVING,WORE OLYMPIC J24.48K Z O NO K130 5 SHELVIN*,WIRE OLYMPIC J248K I— ° `� 4 K131 5 SHELVING,WIRE OLYMPIC JI860K C a` zo K132 5 SHELVING,WIRE OLYMPIC J2430K Q K133 SPARE < K134 SPARE U K135 SPARE Z w • Q K136 1 SING,(2)TWO COMPARTMENT ELKAY SSP 2024X24-0X 2" 2" o K131 I FAUCET FISHER 13218 )" 24" ," 24" • a K138 SPARE < o KI39 SPARE • KI40 SPARE CD E E K141 I CUSTOM S/S FAB ADD 10"TO EXIST,S/S COUNTER W z U K142 I USED DOUGH ROLLER SOMERSET INDUSTRIES CDR-2000 115 60 1 Y 7. Li-- 10143 SPARE w K144 SPARE Q o K145 SPARE U E = c K146 SPARE 1 —° K141 SPAS I o — K148 I CUSTOM 5/5 FAB ADD 5/S SHELF TO MATCH EXIST.Q6" in .o K149 3 HEAT LAMP,STRIP TYPE HATCO GRAL-6006 120/208 60 1 2,4 o E K150 I HEAT LAMP,STRIP TYPE HATCO C*RAL-48D6 120/208 60 1 1,84 -1 aa) K151 SPARE K152 SPARE K153 SPARE K154 I COFFEE BREWER FOR GLASS SECANTERS BUNN-O-MATIC AXIO1-I5-3-0000 208 60 1 • 13,9 1.8 y" 24" y"FILTERED WATER KI55 1 TEA BREWER CURTIS TCTS10 120 60 1 142 1.1 5-15P y" 24" y"FILTERED WATER K156 1 SODA BEVERAGE POST PRE MIX DRINK DISP CORNELIUS C52323-6 120 60 1 Y" 24" Y" DRAIN TO FLOOR SING K151 I SODA BEVERAGE POST PRE MIX DRINK DISP CORNELIUS 052323-6 120 60 1 Y" 24" Y" DRAIN TO FLOOR SING K158 SPADE K159 SPAN K160 SPARE K110 1 WALK-IN COOLER MODULAR,SELF-CONTAINED LIGHTS KOLPAK OUTDOOR WALK-IN 111-6"x11-8"x91-625" VERIFY HEIGHT 115 60 1 (INSIDE DIM - 101-10"x6'-8") WALK-IN COOLER MODULAR SELF-CONTAINED CONDENSOR KOLPAK OUTDOOR WALK-IN CLG 208/230 2 as I WALK-N COOLER,MODULAR SELF-CONTAINED EVAPORATOR KOLPAK OUTDOOR WALK-IN CLG 120 1 42 K111 2 KEG RACK PRAIRIE VIEW INDUSTIRES KR204160-2 K112 (2)10 SHELVING,WIRE OLYMPIC J1860K B-I =MBAR DUMP S.i UNITS KRONE METAL KR2I-IC )5" 24" )5" 24" I" IIIIIIIIII OR.4 TO FLOOR S , B-2 UNDERBAR GLASS RACK STORAGE UN T KROWNE METAL KR21-GS5I 1" DRA TO FLOOR S 5-3 UNDERBAR GLASS RACK STORAGE UN T KROIU• METAL KR21-GS5I 1" DRA TO FLOOR S 5-4 GLASS WASHER UNDERBAR TYPE CMA DISHMACHINES GL-X 120 60 1 16 1.92 )21 24" 1" DRAIN TO FLOOR SINK 5-5 UNDERBAR GLASS RACK STORAGE UNIT KROUNE METAL KR2I-GSB1 1" DRAh• TO FLOOR SW 5-6 UNDERBAR GLASS RACK STORAGE UNIT KROIUE METAL KR2I-GS51 1" DRAIN TO FLOOR SING 5-1 UNDERBAR BOTTLE DISPLAY UNIT KROUNE METAL KR21-18RD DRAIN TO FLOOR SINK B-8 UNDERBAR BLENDER STAT ON KAOLINE METAL KR21-12150 1 115 60 1 11111M11 24" MIN 24" 1" PRA TO FLOORS ;, B-9 UNDERBAR ICE B COCKTA L STAT ON KROUNE METAL KR21-48DP-I0 120 PRA TO FLOORS CO 5-10 UNDERBAR BOTTLE DISPLAY UNIT KROUNE METAL KR21-18RD Z 5-11 UNDERBAR CORNER ANGLE FILLER KROUNE METAL KR18-1DRC90 0 5-12 GLASS FROSTER KROUNE METAL MC365 REUSE EXISTING 115 60 1 53 ) 5-15P 5-13 UNDERBAR BLENDER STATION KROWNE METAL KR21-125D 115 60 1 X" 24" X" 24" DRAIN TO FLOOR SING LL B-14 UNDERBAR ICE B COCKTA L STAT ON KROUNE METAL KR21-36DP-10 120 —_ _■ MAW DRA TO FLOOR S Lill 5-15 UNDERBAR BOTTLE D SPLAY UN T KROUNE METAL KZ-1 8RD 5-16 BAR D E WALL 1KROIUNE METAL .I 5-11 BACKBAR CAB 1 ,REFR , RATED : KW_ <C B-IS BACKBAR CAB 1 T,REFR RATED REUSE EXIST CC 5-1' EACKBA CAB T, RATED REUSE EXIST 'Q 5-20 BACKBAR CAB T,REFR RATED -IIIIIIIIIIIIIIIIIIIIMIIIIIIIII 03 5-21 2 HAND SING MATCH EX SING SINKS 119 24" B-22 2 FAUCET MATCH EXISTING FAUCETS )5" 24" )5" 24" Z 5-23 2 TOWEL DISPENSER B-24 2 HAND SOAP Q M GENERAL NOTE: z SEE FLUMN PLAN i < w Qz bi CC Wg C) ® n uu co � h NI 6 8 w a u) 2 W NMI= J U F— w U1 WI 0 I C\IV) ■ C\I w 4 w Z 0 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING M T ER I ALS OR BEGINNING WORK. REPORT A LL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. EXISTING EQUIPMENT LIST °c EQUllP"IENT DESCRIPTION ELECTRICAL PLUMBING os cg c. 4..... I'P'Ef 1 0 QTY: DESc R PTIoN REMARKS MANUFACTURER MODEL• SUPPLIED BY: HEIGHT VOLT PHZ HP. AMP X411 COI+IECTION REMARIGS CW(In) cW AM I4t!(In) HW AFF IU DW DW AFF GAS GAS AFF MIMI REMARKS ‘00 a. r 1 1 AIR CURTAIN,UNHEATED EXISTING B::::1 2 I ULALK-IN COOLER EXISTING I 2.1 2 COOLER COIL EXISTING,MOVE AS NECESSARY Li__ `,, 22 1 WALK-IN FREEZER EXISTING 23 1 FREEZER COIL EXISTING w ' CcSti.''tt'r1<--. 3 LT SNELvhdG,udRE,TIMR0 BRUTE EXISTING,REMOVE el Ai 4 LT SHELVING,WIRE,METRO SEAL 11 EXISTING 5 1 SHELVING,WIRE,t ETRo BRITE EXISTING 1 5 CORNER GUARDS 4 WALL CAPS EXISTING,REPLACE AS NEEDED 8 1 LINEN CARP EXISTING:,REMOVE 10 2 BAG-N-BOX RACK EXISTING,REMOVE 11 1 BULK CO2 TAN( EXISTING 12 1 MOP SING EXISTING 13 I CHEMICAL DISPENSER EXISTING: 14 I Mop SIN(WA:AUCET EXISTING 15 1 MOP SIN(TRIM EXISTING: 16 1 FAT/OIL DiSPOSALARANSPORTER EXISTING,REMOVED 11 1 REMOTE REFRIGERATION SYSTEM EXISTING 11.1 1 REMOTE REFRIGERATION SYSTEM EXISTING .. 18 3 CARBONATOR EXISTING O 19 1 SHELVING,FOR CARBONATOR EXISTING 20 1 RACK,UTIILITY EXISTING,REMOVE 21 4 RACK UTILITY EXISTING,REMOVE AS NEEDED 23 1 FIRE SYSTEMS EXISTING as 100 1 PREP TABLE EXISTING aaa 101 ILT ALUMINU91 SOLID WALL SHELF EXISTING 102 1 HAND SINK COUNTER EXISTING , 103 1 3-COMP POT SINK _ EXIBT11% 103A 1 FAUCET,WALL MOUNT EXISTING 104 1 MIXER EXISTING 105 1 LETTUCE DRIER EXISTING m n1 106 1 SMARTWALL SHELVING EXISTING 0 101 I 2-COMP PREP SIB!( EX18TI143 N U 101A 1 FAUCET,WALL MOUNT EXISTING U 108 1 SINK NAND,WAIL MOUNT EXISTING U Q 108A 1 FAUCET EXISTING 109 I SLICER FOOD EXISTING •1 110 1 FOOD PROCESSOR EXISTING 111 1 WORK TABLE EXISTING N 112 1 PASS SHELF EXISTING a 113 I RANGE,MODULAR COUNTER TOP,GAS EXISTING CO 114 1 STAND FOR OPEN BURNERS EXISTING,G,REMOVE z LU ll 1 sus WALL FLASHING,CAP d TRIM Exi5Tit+�cG,R 1OVE w 116 1 CAN OPENER EXIST < a w In 1 BOWL SHELF EXISTING 0 a x 118 2 PASTA COCKER GAS EXISTING,REMOVE 119 3 INGREDIENT BIN EXISTING o• 120 1 POTATO CUTTER WALL BRACKET EXISTING o• 121 1 FRENCH FRY cur ER EXISTING 122 1 RACK DUNh1AiGE EXISTING , NI 123 6 PAPER TOWEL DISPENSER EXISTING,REMOVE AS NEEDED ' 124 6 SOAP DISPENSER EXISTING,REMOVE AS NEEDED a' o 126 5 CUTTING BOARD EXISTING 128 ILT PAN4OLDER RINGS EXISTING,REMOVE '. 129 I PASTA SIB( EXISTING,REMOVE 129A 1 FAUCET,WALL MOUNT EXISTING,REMOVE 1 130 1 SAFE EXISTING 131 1 MIXER 4 HOLDER EXISTING o• 200 1 REMOTE FRY STATION FREEZER(MAILERS) EXISTING,REMOVE 201 2 FRYER DEEP FAT,GAS EXISTING,RELOCATE.BEE'KIIO N 201.1 1 FILLER FAT/OIL EXISTING,RELOCATE,SEE 04110 203 2 RANGE,MODULAR COLINTER TOP,GAS EXISTING,REMOVE Z c cp 204 1 RANGE,MODULAR COUNTER TOP,GAS EXISTING,REMOVE 205 1 BROILER, DER-FIRED/GGAS ExIBTINGG,REMOVE o �/ ON` z 206 1 TED BASE(BROILER)-REMOTE EXISTING,REMOVE LL ON o 201 I REFRIGERATED SASE(SAUTE)-REMOTE EXISTING,REMOVE Q 201A I HOSE EL WITH SPRAY EXISTING,REMOVE < RE t «NG,SEE 4tu U 209 I CHEESEMELTER SHELF W18TORAOGE EXISTING,SEE 210 1 CHEESEMELIER,GAS EXISTING.SEE 4K111 Z LL' • 211 1 OVEN,STONE HEARTH,GAS-FIRED ExisnING a 212 I OVEN,MICROWAVE EXISTING , 300 1 OVEN,CONVECTION,HALF-SIZE,ELECTRIC EXISTING,REMOVE c- E 301 1 EXHAUST DUCT I EYEBROW HOOD EXISTING V 302 I DROOP-it,140T UELL8 EXISTING,REMOVE ' 303 2 DISPENSER a SALAD EXISTING 6 303A I WALL SHELF FOR SALAD DISPENSER EXISTING W z © 305 4 WARIER,FOOD,ELECTRIC EXISTING,REMOVE AS NEEDED L_ 306 1 Si S WALL MOUNTED SHELF EXISTING Z 301 I BOWL FREEZER W/RAISED RAIL EXISTING o w 310 1 MIcROWAVE CABINET EXISTING C-) E 311 1 REFRIGERATED BASE(SAUPWE') EXISTING z o 313 I TED BASE(BROILER) EXISTING 1- — 315 1 �ThP BASE(PIZZA) EXISTING o -o Co)�_ • �...►r-r..FOOD w.I-wti Y-err LNi�Q?�►V_ l��M�- 31O 1 11 "iErc,FOOD vrsrv4E4D EX I a t 4 ,m OV E 319 1 CHEFS COUNTER EXISTING 320 1 PASS SHELVES EXISTING N 321 1 RECESSED ICE PAN EXISTING,REMOVE I -.1. c 322 1 DESSERT PM HOLDERS EXISTING,REMOVE 323 S CONTEMPO1 WARIER LAMP EXISTING 324 II CABINET,MOBILE,WARMING 4 HOLDING EXISTING r 325 LT DISPLAY LIGHTS EXISTING 326 I TICKET RAIL(2 SIDED) EXISTING 400 1 SOILED DISHLABLE/PRE-RINSE SINK EXISTING 4004 I PRE-RINSE FAUCET,DECK MOUNT EXISTING 4008 I FAUCET,WALL MOUNT EXISTING,REMOVE 400C i FAUCET,PANTRY MOUNT EXISTING 400D 1 HAND SING EXISTING 400E I SOAK SIN( EXISTING,REMOVE 401 R I 1 WAREWASHE RACK CONVEY OR EX IStING 402 I PANT LEG DUCT EXISTING 403 I CLEAN DISHTABLE EXISTING 404 1 GLASS RACK DOLLY EXISTING 405 I DOUBLE SLANT RACK EXISTING 401 1 SLANT RACK EXISTING 408 i WORK TABLE EXISTING 409 2 WALL SHELF EXISTING 410 1 WASTE CONTAINER/DOLT EXISTING 41$ 2 ICE BATH EXISTING 500 2 ICE-MAKER W/O BIN EXISTING 501 i BIN,ICE DISPENSING,W/TRANSPORT CARP EXISTING 502 1 FILTER,WATER EXISTING 503 2 ICE DEVICE CART EXISTING 504 2 10EMAKER CONDENSER REMOTE EXISTING 505 2 TUBING EXISTING 600 I WAIT STATICN EXISTING 601 2 COFFEE MAKER,AIRPOT,AUTOMATIC EXISTING,REMOVE 602 1 SODA TOWER W/ICE BIN EXISTING,REMOVE CO 604 1 ICED TEA BREUER EXISTING,REMOVE Z 605 1 COFFEE WARMER EXIST ,REMOVE 606 3 SINK,DROP-N EXISTING,MOVE AS NEEDED E 606A 3 FAUCET,PANTRY TYPE EXISTING,MOVE AS NEEDED 601 1 SERVICE COUNTER EXISTING,MOVE AS NEEDED 609 I SODA GUN DISPENSER EXISTING,MOVE AS NEEDED CC 610 1 RECESSED DRAIN TRAY EXISTING,MOVE AS NEEDED 611 I UNDERE AR ICE CHEST,DROP- EX SLING,MOVE AS NEEDED 100 3 UNDERBAR F LLERS 4 DRA 1.=•ARDS EX ST ,REMOVE 101 2 UNDERBAR F LLERS 4 DRA '=•ARDS EX ST ,REMOVE 102 2 SODA GUNS EX ST ,REMOVE CC 103 2 UNDERBAR CE CHEST EX ST ,REMOVE Q 104 2 UNDERBAR BLENDER STATION EXISTING,REMOVE a) 105 1 GRANITA MACHINE EXISTING,REMOVE 106 I 11 DERBAR HANDSNK EXISTING,REMOVE Z 101 1 STAND FOR GRANITA EXISTING,REMOVE 108 1 GLASSWASHER EXISTING,REMOVE 1 CC 09 1 s/S DECK FOR POS EXISTING,REMOVE ill 1 BEVERAGE COOLING SYSTEM,REMOTE EXISTING,REMOVE 8 4ct 112 I FRO6TER/C4ILLES GLASSA1JG/PLATE EXISTING,REMOVE L M 113 2 BACK BAR COOLER EXISTING,REMOVE 114 1 BAR D E WALL EX ST ,REMOVE c 1 Z I5 1 BACKBAR STORAGE CABINET EXISTING,REMOVE 116 I ESPRESSO MACHINE EXISTING,REMOVE < Ili in 1 BACK BAR TOP EXIST-Ks,REMOVE 118 1 S/S SHOT RAILS EXISTING, MOVE 0 Z 119 2 BEER TOWER EXISTING,REMOVE c < N 121 1 BAR DRAINER EXISTING,REMOVE CO ® NN 122 3 UNDERBAR REFRIGERATION EXISTING,RELOCATED Kc"c" 122A 3 UNDERBAR REFRIGERATION EXISTING(2)RELOCATE,REMOVE(1) C) 123 1 REFRIGERATED DISPLAY CASE EXISTING,MOVE AS NEEDED 800 3 POS STATIONS EXISTING,MOVE AS NEEDED 801 5 PRINTERS EXISTING,MOVE AS NEEDED 802 5 PRINTER HOLDER EXISTING:,MOVE AS NEEDED J EN I EXHAUST FAN(PREP) EXISTING EF-2A 1 EXHAUST FAN(SAUTE/FRYERS) EXISTING I--EF2B I EXHAUST FAN(SAUITE) EXISTING U EF-3 1 EXHAUST FAN(BROILER) EXISTING: F-- wi W � EF-4 1 EXHAUST FAN(CONY) EXISTING EF-5 I EXHAUST FAN(PIZZA) EXISTING EF-6 1 EXHAUST FAN(DISHWASHER) EXISTING cn Ex-1 1 PREP COOK HOOD EXISTING EX-2A 1 EXHAUST HOOD(SAUTE/FRY) EXISTING EX-25 I EXHAUST HOOD(SAUTE) EXISTING EX-3 1 EXHAUST HOOD(BROILER) EXISTING Cr) EX-4 1 EXHAUST HOOD(PIZZA) EXISTING s SF-1 I TEMPERED MUA FOR HOODS EXISTING SF-2 2 SUPPLY AIR FOR FRYER/SAUTE EXISTING C\I 8F-3 1 SUPPLY AIR FOR BOILER HOOD EXISTING GENE '4 L NOTE: EXISTING SEE FL LIM I I IG; PL 4N W W TO PROCEEDING WITH WORK. _ CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR 0 E 4ccp 4,0 „.=:. ‘,1,-. 0 ::::: . i}c. ca ot, .,..i...yi-c,-, 9.(-7; 4=1 .. t,„ est„, 1.2. 0...4 _ v Hie - telt CC . ---. "SlIt4; 1.— / / U ' NEW QUARRY TILE TO MATCH EXISTING / / ,. ■ura■ — \� � 4. z �. 0 cn (------ EXISTING QUARRY TILE 1r 0 (-------- - 1 PATCH AND REPAIR AS REQUIRED w cx<Kkil<< IL — . 0 0 H I 1 I I I 1 I i'- 1 I I I 11 I I ... i/!M �- N I EXISTING CERAMIC TILE I J CD \\.............„.........= LLJ 0 N U 1 1 Li A ILL.. fr- 1 0 - - _ _ 1 m 0 Z w a WJ I o Q•- 0, rir,_ I I, 1 — N t� Q .., , itz, O,..0 EXISTING QUARRY TILE • h PATCH AND REPAIR AS REQUIRED is (77-, ,_. I Q , C + + + + + + + + + + + + + + + + + + + + + + + tI + + + + + + + + + + + + + + + + + + + + + + + O.. 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i NEW STAINED CONCRETE i \ �'4. I I MINEL,- EXISTING QUARRY TILE -_, — PATCH AND REPAIR AS REQUIRED CD ---I — ��•,``, FINISH PL,4N GENERAL NOTES: Z ti • ALL FLOORING TRANSITIONS MUST BE SMOOTH AND FLUSH.THE USE OF PLASTIC, VINYL, OR RUSBER ■ TRANSITION STRIPS IS STRICTLY PROH181TED. TENANTS MUST UTILIZE A HARD SURFACE TRANSITION- M • NO RUBBER OR VINYL SASE IS PERMITTED IN THE SALES AREA OF THE PREMISES. CI Z I < Si ---../ NEW PENTAL CORTEN FIELD TILE ® Z �\ SLACK SILVER 24 x 24 — • a N EE z 0 cso If\ 5 w w co ii �i ; , 1 1 1 w _DEC. ■ I 1 IL [I' — IL I k1 - - – 1_ \ w i 0 D / \ BRUSHED CONCRETE 4147:11. Fil,...00S INIS1—I 1/4" = 1'-0" NORTH ,.._ w w Z CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPOR T ALL LL INCON INCONSISTENCIES TO ARCHITECT T PR l OR TO PR OCE EDING WITH WORK. . _ ..... ,. ►., PAINT SCHEDULE- ` . � � g �; , 6'�n0 L 41 ;3 P-1 BENJAMIN MOORE PAINT CD BENJAMIN MOORE PAINT „� . - COLOR - DOLPHIN 1- •4 �� COLOR AGAVE AF-'115 w �" o AF-420 U • ► • e•I•TAZ•Zvi► ►_►.► •Z•_►T►_•7•.►.►:• ir•• Z•ZC.Tice.Citi ►. �� - BENJAMIN MOORE PAINT P-6 BENJAMIN MOORS PAINT (•4 ® COLOR - CAPONATA COLOR - WARM COGNAC AF-650 AF-235 ti P-3 BENJAMIN MOORE PAINT P-1 � ;� MARTHA-IA PAINT , COLOR - LUCERNE COLOR SILVER LEAF • AF-530 �I"IS3'15 ►4 ; (P-4) BENJAMIN MOORE PAINT �' J COLOR - SILHOUETTE 1 ., r AF-655 ►' ►' lii NOTE: ► ROUND TOWER NEEDS TO SE PRIMED WITH DARK BLUE ONLY Z ► ►` • ALL SOFFIT, SOFFIT EDGES AND WALLS SILHOUETTE(P-4) 0 1 UNLESS OTHERWISE NOTED ►' ALL WAINSCOT AND INTERIOR WINDOW TRIM TO BE ►) DOLPHIN(P-5) LU ►, ►. • AF = AFFINITY BY BENJAMIN MOORE 1 ■ _:: 'l • IF POSSIBLE COLOR MATCH WITH A LESS EXPENSIVE PAINT MANUFACTURE. ►. ►. 4 41V—W►!!►!i►_��!•!►�!►-To_._. _...,�__7rr ►!►!AN!—l-!V!_!!!!!►!!�.'WA,_.i.!_ •!!!!!-!-!-.tl-—_ !!►1!-!l l l-1 r I D 1 �� �' L Twigs •Tigard Upholstery � 0 0 I�REMOVE WOOD CAP OVER _ /� EXIST TILES. INSTALL SURFACE I CO P 6 ART TAUPE BOARD DESIGNER : _ _ _ ,,, w R I o► kicks GLASS LINEAR TETON 19 80. � toe kicks �e ready �I or �` �"� base :�� � ����I" �,'C� ___. . � � cm? : w r ; . ., ,: � 1 . ra +�dC�vlt n A��a �st�n broths:t�. ��+r�an. �ro+� .,�r�a�r � U i i , 'C.:6) _ 3 i 0 ALL WALLS N New or w tes Item Existing w or Fabric Vinyl No ly w ��j Oi) 8` exrstrng waiting bench 42" tali need to eliminate back panel and i in i Ma netic Momentum: Para on S lash add 6" head rest finished hei ht 48", , 0 ,4. � 1 existing g Loomsource Ambient (Magnetic)} g p height w New curved waiting bench, 48" tall with back that is ready for a �. - 2 new Loomsource: Ambient (Magnetic) Momentum: Paragon Splash laminate. w w t�1 tom) 3A new Loomsource: Calliope (Ego) Momentum: Beeline (Eclipse) curved booth- bar height seat back to have welt sit at 54.5" ° a fC176) 1 1 –'''' 0 '1 U 0 P-�o 3B new Loomsource: Calliope (Ego) Momentum: Beeline (Eclipse) curved booth- bar height seat back to have west sit at 54.5" curved booth- bar height seat- back to have welt sit at 54.5" to °� . 111110 3 ALL WALLS 3C new Loomsource: Calliope (Ego) Momentum: Beeline (Eclipse) meet granite N P-� curved booth dining height seat, back to have welt sit at 54.5" to • 4A new Fabricut: Reptile-L (Indigo) Momentum: Beeline (Eclipse) meet granite ` ( ,° REMOVE WOOD CAP OVER curved booth dining height seat, back to have welt sit at 54.5"to • ;� EXIST TILES. INSTALL SURFACE _ 4B new Fabricut: Reptile-L(indigo) Momentum: Beeline (Eclipse) meet granite • 1 ART TAUPE BOARD DESIGNER Q curved booth dining height seat, back to have welt sit at 54.5"to GLASS LINEAR TETON 19 80_ r �,/ �. s-, F' 4C new Fabricut: Reptile-L(Indigo) Momentum: Beeline (Eclipse) meet granite - o, 4, . .. 5A existing Momentum: Estrella (Stone) Momentum: Beeline (Eclipse) Existing booths that need recovered , P-2 � N . 1111111111 ® 5B existing Momentum: Estrella (Stone) Momentum: Beeline (Eclipse) Existing booths that need recovered _ K? Z o 00 r l 5C existing Momentum: Estrella (Stone) Momentum: Beeline (Eclipse) Existing booths that need recovered K.) /- g ( o l f P_2 PRIME ONLY 5D existing Momentum: Estrella (Stone) Momentum: Beeline (Eclipse) Existing booths that need recovered N w oh Z 6 existing S. Harris: Jewel Velvet- HC Oasis Momentum: Beeline (Eclipse) modi existing 42" booths with 6" head rest to finish height of 48" 4 go: °- ®' g ( ) fY g g/ - CU— 7 existing S. Harris: Jewel Velvet- HC(Oasis} Momentum: Beeline (Eclipse) modify existing 42" booths with 6" head rest to finish height of 48" Z '; L� ��® ® ® modify existing 53" booths to make one large banquet-existing\ ,� •8 existing Loomsource: Calliope (Ego) Momentum: Beeline (Eclipse) height is 42" add 6" head rest to final height at 48" \ I I i Y l modify existing 53 booths to make one large banquet- existing 14 ! _ I height is 42" add 6" head rest to final height at 48" ° i (P 5� 9 existing Loomsource: Shivaree (Calico) Momentum: Beeline (Eclipse) g g (� / E • 1 10 :::: S. Harris: Jewel Velvet- omeum: Beee Ecli se modify existing 53 booths to mae one larger booth LLJ z 1 S. Harris: Jewel Velvet- HC (Oasis) Momentum: Beeline (Eclipse) modify existing 53 booths to make one larger booth 7c:7:7w°.® ® ® 12 existing Fabricut: Reptile-L(Indigo) Momentum: Beeline (Eclipse) modify existing 53" booths to make one large banquet o F 13 existing Loomsource: Shivaree (Calico) Momentum: Beeline (Eclipse) modify existing 53" booths to make one large banquet =L:b...a_ ._=., .' n � _ I (,) ,, 1 , . / N • ilP . 40 , 1 I 1 f r - - - — 0 1 C--..„.„." ) 1 \ 10, i4i> II II, . . • .0 S L __=_J I I K Twigs Tigard Millwork- P-5 P-4 I 43' C-5 OA. Host Desk- full cabinet, 78" long, two levels, Cosmic Strandz Lam exterior, black melamine / \ 41''''''') .4111111, 4.dlit 4" kick r for it base. 11" granite upper top- use existing granite. interior- toe c early o tile se g pp p g g .4410 10 B. Wine rack- 11 long 106 tall. Lockable glass upper doors, solid wood lockable lower doors, dark Mr . tr, r � � , O ® I I stained wood frames similar to Union Gap. Black melamine interior it ` t` I I C. Zig Zag Triangle server stations- 2 ea-full cabinets- 1 drawer, 2-doors, filler panels on either side. IRV / / © l counter height- Cosmic Strandz Lam exterior, black melamine interior-4" toe kick ready for ® / base . . �� 0 Back bar counter top and end panels- to set over top of bar coolers.- Cosmic Strandz Lam- e i# C) � TOWER: . ri 7 rfl I curved center section. PRIME ONLY 1 1 i BLUE 1, I i 1 EC Back bar upper partitions- 6 ea- 4' tall- Cosmic Strandz Lam face and insides. 12- Heavy duty I I P-5) shelf clips provided for each O I g 0 �,, F. Patio Server Station- 72"- doors, drawers- Cosmic Strandz Lam exterior, black melamine interior- P-4 y�� I 9 O W.� / 4 4 toe kick ready for base in I - - % E I @ Patio Server Station upper- 72"- Cosmic Strandz Lam exterior, black melamine interior- 4" toe Q �� � t ;; I t � I ' kick ready for base �"' 61 0 0 r;i - r exterior black melamine interior-4 toe kick read for base CC € s ® H. Office desk- Cosmic Strandz Lam ready 1 00 l 1 1 I. Office upper- Same as Yakima- Cosmic Strandz Lam exterior, black melamine interior- 4" toe kick F.-----10 i , ,CP-74) / / �-,I P-5 ' read for base --�4 _. I 1 2 - I I I f„,', L i LLJ � Q : cr co 03 0 \ \ \\---,_ Tables-Teragren Bambo or Similar- All 1 1/2 thick with glossy very hard clear coat W _j ..... 8 z \ \N N \� — J P-2 _”' l — --J \ J 36x36- 18- Brindled Bamboo W �— ■I I, 1 e� € i s b 3 Strand Bamboo �' 30x4& 21 Dark and am I ; � 1 Li ° Li I 30x60- 6- Dark Strand Bamboo / dP ... _ ...J L- ... -J L- L , L.. J .... .�- L. _J L.,..... ....... 30x30- 2- Dark Strand Bamboo / °` 36x43- oval- 6- Dark Strand Bamoo / <CO nuj zw . ----i . / i IL co N 1 -- Qc`i f21 ir Er, z co i , i i / IN 6 i \ CV ' J) k I 1.P 4) ii; 42) / 1 , 1 0 I \____i \ 1 , i .45 ) \ :i I i \ i , / II \ ,,,,........_..i i 1 N\ Lii I 'U'S— I ■ I' 'I' '1 ' ( I , F— \ I— w W O = CL / N y 7-\\./\::\\\/ Cf) 0_ < sV / 1110 ,/ / / ,./../\ INT'ERIOR FINISH FLAN ...„<>\\ /\.,) A //,\, /A\ / ,,,,,c, , , , \ , „/ / .„). . / / \\,,,,,// \\//\„."/ <:/<\' \\„,„/ „,,,/ \\,,,// \,/x\\ ,/ \,,,N,,,,$),\,/,‹;\ ,/, , c\N....„ ' /\\„....„// _ __ ,c-17) 1 NORTH C\I F- w w _ cn REPORT INCONSISTENCIES TO RCHITECT PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPO ALL A 0 4'-,',a*--1:D-.C,-Ai,.,,'-'h'-,,-.n,.'1)..,c I....,,,.‘.,,.,Z.•:4...Ss-,:,,,.,:-:(4.1C„,.1,,,:to04 4,.iT.l..C-.., C'a 4'...ia E.r...s'.... 5 ' °416''A C'1'd 4•„Z,1”<•1"-'.)4-'1 KEYED NOTES. W sM4\M,■9„S) I FINISH GRADE. ■ • U o O2 BLACKENED CORRIGATED METAL O3 NEW BUILDING SIGN ONANA-WALL SYSTEM 4 O TEMPERED GLASS 4 METAL RAIL UP 3'-6” O NEW WALL LIGHT K NEW PATIO LIGHT -). - 0 OS NEW 3'-0" WIDE DOOR TO MATCH EXISTING. ` z 9 STONE WALL OR PLANTER TO MATCH EXISTING(SEE FLOOR PLAN) O O © © • SPANDREL GLASS w O ad aaa I `1' 11 SPANDREL GLASS 6 •3.0 .•• • .. .: _ . ••.. .• , O STONE TO MATCH EXISTING © © 4 : 0 • EXISTING STONE i. O © 1 :. .' ti 14 EXISTING ROOF °0 cv • O o Ci 6 • . • OUTDOOR SPEAKERS BY OWNER cv U : 4 EXISTING E.I.F .TO REMAIN w r 0 = '0! ;� / : © , Q w•0 • •: •. > o• ■ .. . : .• • ' GENERAL NO m•• . • . • • • .. . cn• ►••••••.. .--- . SIDES) TO BE w• • , . ENTIRE BUILDING EXTERIOR ELEVATIONS (4 I � • .................... PAINTED (COLOR AS SELECTED BY OUA�IER)•EXISTING. ..................... ►................................ c� Q •• . �.. E . (NG.DO�JR• ... ... ...................... ....................................-- . (COLORS AS SHOWN ON COLORED ELEVATIONS WHICH MAY NOT - • • ••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. • ►•••••••••••• ••••••••••••••••••••••••••.- :'A •W♦ ' O ND ND WS: ...................... .......................................... 8 1x15 WITHOUT LANDLORD'S APPROVAL)•/ ..................... ►......................................... BE ED RD• 0 -....:•• ._••••....... - .'. : • • • : . • ❖•••❖.••••••••••••❖.❖.❖•... ►❖.❖.❖.•.....❖,•,••••••••.....❖•••. ❖.••❖.••❖.•...❖.. o\•• .. , ..... ____ •(Ty p.2 V :' T = TEMPERED GLASS.. . . . .... . . . • . . •• ••P N. ELE a �. :. PAINT 4 MATERIAL SCHEDULE• :. 0 BENJAMIN MOORS HC85 FAIRYIEW TAUPE 1:0,1><,.; I .. • I I. -• I 1' •• .. i 1© BENJAMIN MOORS 2114-30 DESERT SHADOW Q.�� ,ieriii t�" - ,� _4' �'1i� ,� i.. ,i i �r� ,� - .1 ,!.. .�7.-- _ r _ _ , ��' © SHERW N WILL IAMS 150'1 STONE LION V r r r r f - r r 1 /- - �� \K \K ( \K \K \K \K \K \K \K - \K \K \K �.I \K i -, `� ► 1 '� 1 'i 1 'ti '� 'i 4 �i y �ti y �� M- y Q BENJAMIN MOORS 2133-10 ONYX N.44 ._ � ►- . M. i1 6- \i,� 4 r \ _ ._.�� � yr \ _:4 wvi�ir �4 �i■r>��.4 Wir. 4 `� , , --, ' _ , ►���� ,� 0 BLACKENED CORRIGATED METAL = NEW LIGHT FIXTURE EXISTING POOR ,f o TO REPLACE AND WINDOWS 6 4" x .080" ALUMINUM PTD.SILVER I--CZ c3\ w 0 EXIST. LIGHT 0 0 0 0 E 0 LONE STAR - YOSEMITE FIELDSTONE (EXISTING) _ D Q _ Q U L''''•T,''''',.r',''''''' (71"):L.j z a 0 • 1 U NORTh LVATION E5 ,.- ,. 1/4" . 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A ■‘,,,-*/16-irm,- „liiii.l. mitailIVS•PII6/". - •••: .....- .....:. - .... . . 0 < U.11 1,r qraii I ROI rd I I ilPAI kra I 1 All I ■I 1 I I I I I I II I I I I'WS.%a I I eaMilge ri NO hiNZIIPAIMMOIMIAL M.11111WINA 1111%. . : . : ... '....... ,.'''. •• • . 0 070,,,„,..,;,,,,,,.e,.,,,, NEW LIGHT FIXTURE EXISTING DOOR NEW LIGHT FIXTURE W TO REPLACE AND WINDOWS TO REPLACE !-- < Z' g '''' EXISt. LIGHT Q EXIST. LIGHT N ,, DEMO EXISTMG EaFS.CORNICE a n 5 ,;,, ,...,,•„.„., ,,,,:v.,..,,,,-.‘,., co „,,,.,,„/„,,,,, , ,, PAWN 4 t EATNE•pROOF E. ALL EXPOSED STRIJCTIJlQE. EAST ELEVATION .(,,,,,,....;0.,..,„ 11111111111111 W LEAVE EXISTING ElFs DETAIL / _ - 1._ 1/4 0 SIZE METAL To v o 1 Tk z/r,,:, Ul --) UD �� Y PATCH EJM,U -.i.;.:::Ii/77:',2/,'':?.11/:,:'.,.,/x,':!:,,,,,,,,:,,,,:. CORNICE OZE�'1OVED. 0 • , META 1:7ETAIL. , METAL 1,ETAIL. Cr) 2 • .(d ecALLec t"•N-O' • .0 . scam f'.N-m' w w cn CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. - - . - 13 • itt 2 - . (.,,,,, •ve„,„ , REF: t FOR q•.0 ca VARIES , WALL C en II�w� ,6ND rims tI o 5 14 ; 0 -'.. SH'EA'i' NG ---4'*I I t, * /•V / / , W t ��1. - ti '- a 4" '- a ,,1 '- a a 2'-0"f 2 O 4 2 i1 " 11 4 1-0 � r- stuCCO WRAP •,: _ U o m� < rE OCCl r A �. / // / // / ` L: 5"PP ,�© ,W 2., 2I- BATS'NS \ 44*. L cEmpLAs R SI N (.1 - '‘ .. +0 - ======. N OVER � _V _,\ . • �, �� LA7 I i1U C4 _ ,t>, WO PRAMING colstc.p. , ikilliaii 4 -Ot kl4a IS 145.6 ipmii 77.c ix wo'i'R/"1 a 1,VIN r� CD L`.® `�.r.� I.__..C)t IA STONE� z.. 4111 C.) C) 0 . SILL, .LOW 11,11M; (..P.645 ,a∎\ t K ' W i t`�i70 W Ct't !ta5U 6:‘477 L1?5 5 VI !�Px1�t I L L 62 I\►PY ps I�+JPit, I S ' t E.t.- 11U t c•t7�W 4 x,Vb 'i f c11101�,, (Ds p�, ,1 ti "M 1,60. E SPANDREL GL 0 1 � l � �� 0 v 1, t t, _ ONE E et-it y } • - 4 1 z -o / la � WINDOW STUCCO Cl '.4. SCALE:3"=1'—op Qt�! y N Y ct- REF: PLAN FOR r _ � w y VARIES d, ,' WALL CafIG I/2'WARIER S NQØV41 (f' 5 U 5' 17 ANI �iMS RfD ALAS • : N ; 1iL_iziiI Bar �t5 •ro�1.,4i�1T • � �"��t ' � L.PsS� ' '�i 1 3/4'514111 lt.Art Y4s w a STur)WALL. Z r ,„,,, .......................AMR r 04 Li J J ADLER ON B I M P1.AS .$ �� 4I 44 REF: S �� D Q as ix4 wv TRH :1V4 ,,_I 0, 4 Vir,milt* „.:--- v�ak w _ 1f# l L � t r .�-s �j O i3/ Q 1 I A ,k,3 2 to , 1"00/.x'1 a S iN ,�i7A1"tlt CaPW 7+`'%i►`► tTTP.l 1iiu ...� u4 ' .''' ,,,, ��. S42E. � ,.. ' P�n J psi ''" ;. r it �CrOC�eC '7 � �: IA tepsCu-3' � x< i,,t�'S'� �Gt5T't Ntr x'C ,�•.lal2 �C0K5 �i ::' �` Q .. NI SHEANIr �' _ � _. - ��� � tom, , . �. _ to STONE ' • 511,iCC+O WRAP . 0 � h 4 0. , 0 RE r` ' .j 1 B�TTIN SPA - 1. QW P a NIII SILL BELOW i1ki . tiormig r, N _ 4. `55 SY'A1 S'I'C+ 04 • �a 4" Z 0 ur f S?AtQL IJtMQQv! o `"• il,,,,, 5 WINDOW HEA.12p.„..§...TUCCO . Aft WINDOW JAMB STUCCO, . illk c.)' . < - ....;0:_v__..... CZ SIN STONE at '4 ' G�l.l'L55 �, z • IPLAS ` ATT w'611CC0 r?YER 1" 'I' -.:µ-, �ti I o . o SIUCCO WRAP 1P14 �' LA1� ' ▪ tai �� K - 1 NierPst, T-GP►5RIMG• -11,: its' .400 ' SATs'INS 7� •sob MCC°I4RA- ., ...--, III 11!I1 ii LiiiD 3�iGirIBIANE FiLL ALL q0 lIii SA 1DEGREE 1URNS SAC $ ti.1•iER - • _ °�;■•.l.' • g� tt{ STPs►►46-17 UV 511 t. 5N'1' ROIL ;, . OAtrt SEA!•A1�1' SNT SKR ROD IriEAt?ER- • 1t{ ``� V) l'4 ce 0�l DRIP t i1 �{: -."``,,,~. , i '� •- • 1x4 WO TRIM .S II -- . .� I•r11 ".w..........�.,.. LMKart.r►sax�an 3[!±►•u►tw + a 1 , T ■04 III •✓, t '��T�.F1�MtI4L� EL IV i'-i!i' a ;r 114"41%go i -? Oir Zx4 S. 1 , �1i i��.�srrt' ROD 1!4 IIM WITS *11111■ 11IM.. '6VGKiNG,, ,� SAM s� •-9 3/4'SI4IM '►� j .� - !! ...� � a �x4 l�s.TRIM � ,,�, DRIP • :_ COIST. 4,14E1511M `ix WD TRiM =-_�... ,.,... I v4'WD i �. • "".. SEALANT _ 5E .. To a le '''� spa` . ..�. 1 �' itZ c �R I! GLASS 15E'PRAM fill lint... siLL l,.oW AL.PP5s — INSULATEi7 CLASS OR I'NICK 5 WINDOW HEAD STUCCO P �' L LiJ1NV4 5 1LL STUCCO1 II .A1 D METAh PANEL •,�1 ' " 4,z t a s 0 SCALE:3" '1'_-4" 40 SCALE:3"='I —C WOOI? �, WIN WIN HEAD SIM o SCALE: 3" = 1.-O" '4• /TEMP ,R DOOR TYPES y� STILE •I• STEEL AND k.:. RAIL DOOR ' 1 OOD eio �' INSERT ' MY 1/4 WINO WO STOPS Al i lik 1 13/4 x WO REir: ,< DOOR TYPES 44 A. DOOR SECTION VIEW Fli_well - 11 N k' 1 " aq 2i," 411 j i/iir t/1, 1/ i/5 / I ,4L FRAME V im ERTC 1 .. A.', 0 SCALE:3" 'I'-0� EXTERIOR r� EXTERIOR �� EXTERIOR INTERiO�'. �� �` to �. ta b.. .....4,14., ti1 _.....iiiiiiimilm.._ .... jeuz, , 111116 lia,aosidill Aco cm Q lio__ J11!`� - :ter E:, -.�" !r'if`t'' '{`� t-icp + .- ,•11 ,1 _ r r ` ` INTERIOR '�1 I(� M INTERIOR �� .Z s GRADE .." imi•-•,---‘4 i ii ll 1;AlPt _ ,� Q W immis (..0 . Q h..1� , .. „is.. ....thii. 1 " 1 " 2 " iz EXTERIOR INTERIOR • / / / / 2" C�,1, .- • ,1, . . . . . • • • . . . .4 a in sci . . . § a- SIL.L r ,.TA1L. �� HEAD E ETAIIpus JA14 ' LOCKIN .JAT'4SY T � A cgs 6•42N ♦ SCALE:6M 42r ♦ 61142. A ",,(2, SCAM 66"126 I- LU W i W 0 . CO a. 0 • Rq11. 414:( . w ill."----" ."11.711- . co CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. i 0:9\0,1% :. .- ;. FLOOR FRAMING NOTE: N CONTRACTOR IS TO INDICATE ON �- �,.,� THE FLOOR THE PRECISE FIXTURE e , w ect:C2-5°1 lit) 'C'CLAMP(4 AVY DUTY) LAYOUT PRIOR TO INSTALLATION W Q OF THE LINTS TO NSURE PROPER V 4" +� o s � 11!/l. *EA JOIST ALIGdVMENt' ,I r�' -'' L Zdl�3'•EA (}4)SIGHT- I•IE PIPE STRUT SIZE IL) .. N '''>-fr.%' ''-:,.5)� PIPE STRIn' " J,Q ''(�•¶:1Ø� Vi 4'VTDw M/1w PIP t 3/4" 0 STD.Wt.PIS .. 10-16 1" •Sr).Wt PIPE r, -%'�, 11 i FOR ALL NEW SUSPENDED CEILING SYSTEMS LA WI* �' �� - - THE FOLLOW NR BCONDITIONS SHALL 13E •i`nPA• FLATTEN PIPE ENDS /`fib Ft�LFILLED PER BLD'Cs CODE: fe( ti4 # 1 DRILL AND NSERT v4 / A. FOUR No.12 GAUGE WIRES SMALL BE SECURED © Mk SO1.T 1w /// TO THE MAN R +4ERS WITHN 2 it�ES OF THE - NEW ‘491,0. i,.d T •EA.END J f CROSS RIMER INTERSECTION AND SPLAYED 90 •• i�t 1Gt t'1 PIPE Ste.•�'-O" FROM EACH OTHER•AN ANGLE NOT EX NG 45' z Illw• tom- DEGREES FROM THE PLANE OF THE CE L THE Z OG.Ell.SEE SGNEDULE ,� , / VERTICAL STRUT,FASTENED TO THE MAN R FOR SIZE 1 ' SHALL SE EXTENDED TO AND FASO TO 114E I • �'�1 ,' ..� s STRUCTURAL MEMBERS ABOVE AND CEILING GRID > < ..! 45' `_ �_ % BELOW.THESE STRUTS SHALL BE PLACED i2'-0" W I� MAN ON CENTER IN B0TH DIRECTIONS WITH THE FIRST ° a [4)•12 Gsw LI ES 4 1 1*ER POINT U 4ft4 b�T 1�I�OM EA.UAALL ATTaic iI a EA PIPE STRUT �, OF THE RESTRANT WIRES TO' S�ABOVE aA SECURED TO MN. 1, SI�IAI.I. ADEQUATE FOR THE LOAD IMPOSED. 1 ! $ I 0P CIS R Cf FUR �� B. ALLO�JANCE SI�41.L SE MADE FOR LATERAL.M�Crir�h�T ct tt (h , tl t Z. t.,ICr OF THE SYSTEM.MAIN RUNNEI?S AND CROSS RI�NEI�B j- MAY BE ATTACI"IED AT TWO ADJACENT WALLS WITH co 't 2 te1�k1� 1. LIGMTNG FIXTURES WEKsFIINC LESS THAN 56 lbs.SHALL NAVE,N CLEARANCE BETA N WALL AND F ERS MAINTAINED ADDITION TO TIME REQUIREMENTS.TWO NO.12 GAGE MANGERS AT THE OTHER TWO(2)WALLS. o Q ; CONNECTED FROM 11-E FIXTURE WOUSNG TO THE STRUCTURE N ( ABOVE.THESE WIRES MAY SE SLACK C DISCONTINUOUS ENDS OF CROSS RIMERS AND MAN U 1-- r 2. L4CsHTNG FIXTURES t1lEIGHNG 5b 1bs.OR MORE SHALL SHALL BE VERTICALLY SUPPORTED WITI4N 8" _ ` "" ,gat, �..... OF 5UCF1 DISCONTINUITIES THAT MAY OCCUR. V 1- 'Ct—r--T;"-- .L.-1-1---ii LI -., ' DIRECTLY FROM THE STRUCTURE BY APPROVED I•IANc ERS. IL 0 f 1 -.............--7 ,- SUS N G 1LI S 15 1C SUS Q T rjTLS w•• — — ; , I---..-..-..^� .. �,� Lm' ," r-_ ' m 0 w f..4 r t � -onn ....., ct EX611Cs. 0\ oN iiloP ra— 'b N Ko CT ec(51t J& Reoo 4 0 o I L 19,47 L , - } NEE I6 G0 o Q Q 0 0 0 0 i, . 1 o‘ C?LcLc &f-.6' `' ( r He. 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CC �-- • r a ' I., 40,_,e ,„7/ 41111.11111111111111111111111111 .i - if g A , , , Ai•f G� 1 1-- // a 0 I N 1 �` scP `-b 6111k. ° I 0 Ad 1 1 3 a i E 0 0 0 8 0 0 s =� o_ - -- F -I~t Io o f- '. , 2 ., '‘', lila 0 1111111%4, , \\ !� New —, „. , sammommi 0, 4' r4 f ' a) 1„ cc Ilib. imi ' L.,■••■J i1/4,,..,,,,) W 0 Z ..14 .412'.7,\2. 0 . I 0 ow co. c..) ,o, f—t „• 6161.. .„, ' F-c 1111111111111111 0 4 0 elyt ?-4 o 0 1111111 11111111111 exrif t 1G, VAs AL'ct47 C� q }-- W i 1 of I/0 I ' i ; ) i I ° Nk J L_____i i .* , i, ..:1,-.) \-- ''' .1- -'4” 1 / .4 A. : 11-- i tii -1"'' 0 a. 3 t 1 - ,.. C) M vt REFL.EcarEr:P CEILIN6 PLAN (C:) 1/4" s 1'-0" NORTI-1 I— i iii a W • 1 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEGINNING WORK. REPORT ALL INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. :9 a BoTTOM OF ROOF JOIST -s OPEN CEILING .. --,-- N-."cc Li CS i r---1 1----1 I /1--1 1 I A. ,-,,i. ......._ yr (- , OPEN CEILING 6" 10" 6" / P-6 / c- -s II AIL , LAY-IN CLG.GRID ` LAY-IN CLG.GRID Ip; ROPE LIGHT(SEE ELECTRICAL) --- P-6 �, 1 / 1 11 0 AFF, k (CONT.) • h' 6" AFF, a --- I I --- I i P-4 ROPE L GI4T(SEE ELECTRICAL) • �c I NI: (COWl) _r / / / / t Z a tf 5/8"TYPE 'X'GYP.BD ON 6"MIL. P_4 6" 1'-0" 6" - O_ _ STUDS 0 16"0.C. 61_311 / / P-4 6'-3" 0 / � " / W<<< < �. 13-6 5/8"TYPE X'GYP BD ON 4"MIL. a S / STUDS• I6"O.C. o� 71//- 711 u_ C— CO N CD W Qit \/ N U i r _ Qi U s 1 S! TIOM T SOFIT SCITION ThRU SOIT - 2 A 1.0 3/4" • 1'-0" A f. 3/,4" • 11_0" TS BEAM t ANGLES E LI w STRUCTURAL DRAW f-- TTOM OF ROOF JOIST o- a BOTTOM OF ROOF JOIST � 2 I/2"MIL.STUDS� I6"O.C. 00 ° w EXISTING STEEL BEAM STRAP TIES OVER BOTTOM CHORD 4'-0" 4'-5" 4'-0" Q AT PANEL POINTS.SEES I �'-' Q cc 1-1 9-1 1 1 i f 1 r�0 T-1 1 I i, 0, r, O, 0, J N. 1(S;C 1"I,4,,,,, g....;.4 I°,.),...\to?,,,r.),0, • i QO ,./ . A __________, -) RECESSED CAN LIGHTS C. L_ _3 _I �! P-1 --- _,. P '' - �� - (SEE ELECTRICAL). ' LAY-IN CLG.GRID - 4 Zo P-4 P-4 P-4 ! 10'-8"AFF, P-4 P-4 P-4 • " I 11Z°:\c\i<><Luoz. RECESSED CAN LIGHTS o(SEE ELECTRICAL) -7f 1 CABLE SUPPORT FOR GLASS N SHELVES P_2 5/8"TYPE 'X'GYP BD ON 4"MIL wow P-4 STUDS • I6 O.G. !,:i • S(3 .) SHELVES(3 IYP.) U 1__1 GLASS SHELVES(3 TYP.) Q GLASS SHELVE l TYP P-5 LIGHTS,SEE ELEC. 1 0 _ 1'-5" �- d ,� v :°E-6. 5/8"TYPE X'GYP BD ON 4"MIL. 7 �STUDS• 16"O:C, W tnij Z z \ "' ( FC7) .... UCC 0 E o 1'•4" o .o PENDANT LIGHTS 1'-10" n PENDANT LIGHTS _ � JL ® o � t-.\ - 5/8" TYPE 'X'GYP.BD ON 4"MTh. 5/8" TYPE 'X'GYP BD ON 4"MIL. _? 5/8" 701761X. 'GYP,BD ON 4"MIL. �, STUDS a 16"O.G. STUDS+� I6"OTC. STUD O:C, /� TUBE LIGHTS P-5 mil LIGHTS,SEE ELEC. - Zsl P-5 r P_ „.. A ;730 .. Z? BAR TOP r Y BAR TOP l' • IMIIIIMMILow 1 WINE DISPLAY 5/8"TYPE 'X'GYP.BD ON 4"MIL. rw_ PURSE HOOKS STNS ® 16"O.C. PURSE HOOKS P -FAB WALL BY KITCHEN 1300TH 5/8"TYPE X'GYP.BD ON 8"MIL, rjito-FAB WALL BY KITCHEN BOOM EQUISUIER - STUDS a 16 O.G. PMENT SUPPLIER E3,41R SIDE E3)4F SIDE �' BOOTH FINISH FLOOR Flow FLOOR FINISH FLOOR\ F 1 1 1 I I F . \ J \ 1 Li r a) r.., Z SCTIOM g �O�OTS 3 ST ION SCT I O g 4 o 3/4" • 1'-0" '' f.0 3/-4" ■ 1'•O" Q Cr J DC �_ __ t_ —ti— —N--- Z \ 9 44t GLASS _ LI JOR GLASS _ 48" x30" __.—GLASS LIQUOR GLA5 48" x 30" S TOILER SHELVES SHELVES TOUJER SHELVES Ty SALVE TV i Z Glassware Li q ueurs Scotch llskcy Glassware Glassware LI1 WINE v ® Z ART WORK DISPLAY ART WOI�G Glassware Gin Rum RWiine OPEN OPEN _ su''i: — Beer G assware OPEN - < OPEN THRU Glassware Vodka Vodka Taps { a CD 0 n THRU THRU G assware do OC 1- Z WINE - -- ,------- % BOOTH STORAGE BOOTH -- - -=-=_, , w -- EXIST.' - ----' EXIST. COOLER --_� ----' COOLER -__ �? \- �'- t : •w K. 0 51-1i" 6'-10" 5'-0" 6'-10" 3_ F il, P-1 BENJAMIN MOORE PAINT P-5 BENJAMIN MOORE PAINT v COLOR - AGAVE COLOR DOLPHIN w AF-420 AF-'115 w o P-2 BENJAMIN MOORE PAINT P-6 BENJAMIN MOORE PAINT I 1 AE3AS f:3A !LVATION COLOR - CAPONATA AF-6.50 COLOR - WARM COGNAC AF-235 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" P-3 BENJAMIN MOORE PAINT P-1 MARTHA STEWART PAINT COLOR LUCERNE COLOR - SILVER LEAF 0 AF-530 4115315 P-4 BENJAMIN MOORE PAINT s COLOR - SILHOUETTE AF-655 LL w c REPORT INCONSISTENCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. _ MATERIALS OR BEGINNING WORK. REPOR ALL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MA ER LS B ' �� .y =%.19 . , E ‘.7,. \\\ �. . ` R'�` � g 1171'/♦Q ::: :t"•mil, I, s elr'"''': 7 ;: 3912020 05.12 '� �` �T ,: Pro c Information or a i o 3912020 0512 Information o DISC ti . 120 VOLT • himney Specifications • DRAFT SWITCH Fan k,. a Model RSV 009 I RSV 012 I RSV 014 I RSV 016 3: RSV Discharge Vertical ••.•" ' �_..,••,,,•,, EF OO9- 01 Fan Type Axial Vane . ME" C1}iMNEY FAN Max.Discharge Velocity FPM 2,351 2,592 2,593 2,169 l��l'I ELEC•rR cIJ. �eA•r« EXHAUST RSV 014 • Actual Discharge Velocity FPM 5.9 x CFM 2,9 X CFM 1.9 x CFM 1,2 x CFM A it-_--° � Description _ .. Voltage VAC 1 x 120 -�'--- rl�,ie l ROOF CURB (n 31 TALL Z The RSV is a mechanical draft fan intended for us ,,r``, ; RPM 1600 E t 1 t a as of fi ,J , I f; O s pa o chimney,stack or vent system. The fan Amps A 0.5 1.4 2.9 5.8 • i Q 0 1%,is installed at the chimney termination point, and can ,.,' Power Ratings kW 0.025 010 0.16 0.35 I c 1 ' ROOF CSA S1 -SAG r W be mounted vertically or side-wall vented. The fan Weight lbs 28 46 60 86 s ensures a negative pressure in the entire chimney ;. "• kg 12 18 26 36 Nor,„:„.,,,,,,,,, c,„.,„ ,... or stack system. Dischargeis vertical(horizontal if Dimensions A in 9.85 11.03 13.20 14.97 SaC UENCE OF OPERATION% ,. .PROVEN DRAFT SWITCH side-wall vented}at a high velocity. • r mm 250 280 335 380 1. AIRFLOW Si-TALL BE PROVEN S PDS-1 BY ENE1?VEXT The fan housing is hinged and the top can be B x B in 12.21 15,37 19.11 22.85 WiTI.1 THE DRAFT SWITCH , opened for easy service and access to sack. mm 310 390 485 580 _. . :�. PRIOR TO IGNITION BEING 4,4;- C x C in 9.46 1222 15.17 18.32 7011 _,.111:1:: •. trY r;, c ALLOWED AT THE FIRE PIT. The RSV fan is for use with gas, LP gas and oil " mm 240 310 385 466 w - a 2.POWER SHALL BE•PROVEN AT }- fired heating appliances. It is approved for use in r N 4 h THE EXHAUST FAN PRIOR TO • CO cv•0 o D 0 in 8.63 10.72 13.04 14.26 1- -... _�„--J , e IGNITION BEING ALLOWED AT 0 systems with temperatures up to 575°F{300 C}. - ' "`y b THE FIRE PIT. 120 B-VENT W 6 mm 219 27'2 331 362 �, •- ': UP THRU ROOF The RSV is a component in the CASV Chimney E in 2.7s 3.15 3,94 4.53 . `''-,0 Automation System. • mm 70 80 goo STS t F f le t k t . Z U �i Temperature Rating fiterm. 575`F1300°C Material 1- N •� Cont. 482°F/250•C Housing is made of cast aluminum with a thickness Approvals Motor Starter Required No No No No . of 3/16"and is corrosion resistant One coat of grey Variable speed Motor Yes Yes Yes Yes a i� CE Compliant r,�....,. hammerpaint finish is applied. The Commonwealth of Massachusetts Sound Diagram. - -. • • Axial vanes in stainless steel,dynamically and m o ,3 statically balanced to assure low noise level and The city of Los Angeles, CA(RR 8474) Model Lw dB(measured in accordance with ISO 3744) Lp a Top Section W vibration-free operation. dB(A) - b Bottom Section z cn p Warranty 125Hz 250Hz 500Hz 1000Hz 2000Hz 4000Hz 8000H c Motor TO FIRE PIT .. < Y IGNITION CONTROL Q RSV 009 57 55 54 49 40 35 26 26 d Axial Vane W J . . o a•Motor 2-year factory warranty on the entire fan. RSV 012 64 62 61 55 51 46 40 33 a Inlet for Vane • • Split capacitor,totally enclosed. Class F insulated, 10 year warranty against corrosion perforation. RSV 014 71 70 68 61 . 58 50 44 40 f Locking Hinge 1P54 Protection Class. Sealed ball bearings. t oN g Manufactured at 1509001 certified plant. RSV 016 76 76 70 65 60 55 49 44 9 Bird Screen a* Variable Speed. Thermal overload protection. i - - - - h Carrying Handle oa r` . i Wiring Conduit r 1 Standard Equipment Capacity Plume Height - - Ni 2"x4"or 4"x4"junction box with cover and conduit Po fin Height(fees) = '� • r. Bird Screen s �RURR�� „� 27 / _ �'-, - r i----- ------F0,000 i k3•l"U44 INPUT VENT UP `n �" • a� ■� EI! IU,,�SAmp oAmp Fan Speed Control 07 �� � FLR �' :,.� � 1 _ ''�,...- 1'-3" Q os 15 SHUTOFF VALVE 04 Jiuii� • i Q3 �, N•UL378-Draft Equipment ,1111 '�' _. 0.2 /,� ■A�� . DIAGRAMMATIC v* h. CSA-CAN3-B255-M81-Mechanical Flue Gas Y tr) • �, 0 250 500 750 1000 1250 ls000ti�(c20tm°0} 0 250 500 750 1000 1250 1500 1750 2000 • . • + ® All D Oo 0 .. Q Q Volume(dm) Specifications are subject to change without notice. • . EF770731 T.800.255.2923 ,s� r Q GREEN BEFORE GREEN WAS IN 1 • infotienervex,00m GREEN BEFORE GREEN WAS IN www,enervex:com SEALANT SEALANT •• i 1 nQ.. • *' • Q jK• . 16 GA. - • 9.5 (n Ilil2uTEi1PLA$9 rye 2 W Z �1 %,_ . . B.: E 1- ...c 1-V4 ;,� n U V = I • pETAiL 5 ri i- ,. N.T.S. V1"CLEAR TE1"IPEt D o m GLASS 3912019 05.12 Product ct I form aeon . •• 3912019 05.12 Product Information - Specifications Pins T Modulating S EALANT SEALANT • EBC 12 r El:e : roI:1.: nt t E3 ;� •C:23 I Eec is r All Por ly V 1 x124VAC *GA. Amperage A 6.3 . . . .,,�... SA I k I I se Operating temperature °F/°C -4•to 122 1-20 to 50 �� , a efr e. { `��\J� ; �j± :�-�: u,�ht, Range of operation inWC/Pa 0-0.6/0-150 t The EBC 12 is a Modulating Fan Control used with - 'Lt',�y'ui t. t. , .:;� ;. _ r t `7w4.� r 7 r.. s o d a Z✓"STAINLESS STEEL• 9 ��,', __ �w�,. Tolerance inWC/Pa OA1/3+/-10/o . single appliances to monitor and maintain a constant '�A %{'' A � ° ° ,. " PAN.MFR.• EAt -1 Control signal mA max.10 ,. A, 9/� i.D. draft or pressure in a chimney or duct. This is `; , lac tz Control relay Max.120 VAC!8A 1 21 l^I I"1 iiii PRODUCTS CONTROLS CO. achieved by modulating the speed of a chimney fan >. output VAC 10-120 MODEL f29591501411.11 or ventilator. The EBC 12 can.be used with models , • VDC 0-10 pETAii A 1PVB, RSV,and RSIF. It can control the fan speed f j • e-�cnAUS.,^a Dimensions A in/mm 6.9/175 GAS SURER: - NEAR directly or via a Variable Frequency Drive(VFD). rr' �y,-,N, „ ti,.._....,._4,. , B inlmm 8.1/205 N.T.S. - Al A'1J PRODUCTS CONTROLS • x i=,cetair to}cr ttY� �t�t�i r tasavi � S r -..,-.5.,:',2.1-z.:..1: r r nu.r.Na-4;i k .w ,,,,,...;..•• , C in/mm 4.0/102 o i CxR41`tITE TOP The EBC 12 is typically used to control the draft in r �� J�,,� i _` �, -_x _; : 4 �,,. • Weight lbs/kg 3.011.5 ec-0 rt : 1111.1 `•"kr..' ?mn N•',.t,n a > K l bM}-.=.44.;,.\ =Eft i, , d systems requiring a single boiler or water heater, ,cw.-° M J.,� �., .0; EMC standard Emission EN50 081-1 i t--I 1 _ rrie +w.wttw«J..*:,...iir. •tt Immunity EN50 082-2 0 i a• Description ....a: ..::::• .�t.�, ... • 2.,seii bt..::. P r`�� ; IF` fi .. . . .. 1111 ♦ ,�. 1111... y TC 41. 1 .• 1111 ;111,1.,: ••...••.. The control monitors the draft in a chimney system s <� �r<, t Power supply VDC 12-36 r� j"i TILE R a-;-� .t.._ '' aatt��SS r:r', __---.IIM��i.r.a�..TTlI- s in.p (ir.G ROCK OVER via connection to a pressure sensor(XTP2)attached s� . .4 ' ;rk , : ��A , Amperage mA <20 ® GASKET \ _a 1"ETAL STUDS+�16"OTC 1_._to the chimney,and maintains it by modulating the v..t ,hg.r, ;:.':,'2;'`t• , :,1 i 4: ,.m `. AO Output VDC o-10 ,� r ` '�`Nt i+,'1 b �"�«d 1111{ ✓swi••S.: J. g`3�{a �1: , l� Operating temperature F!C 0 to 160/-18 to 71 •fan speed.The control has an integrated safety � z,, GRO,MN T `' a Q yam- VENT(2 EA) system that assures the heating appliance is shut EBC 12 control Box Accuracy +1 o.08% '� a Dimensions D 3.70/94 1' '' down in case of fan failure or control failure. itt;; ; �: - 5 c`+e4 `�'`zc`sh� `�•E' ., _ a s I I I 1 1 J L itT ^�� � '''',iY ,,,. E in/mm 5.12!130 1 . The use of the EBC 12 is not restricted to any type � , ��t,, ate.' F in/mm 6.18!157 ..., t• s i • ,.,r , {.t`, Silicone Tubing G in/mm 3.13!80 k of fuel or type of heating appliance. When the 4.<�� , . l®1- appliance thermostat closes and calls for heat,the `.. hi ;r Weight lbs/kg .6/.3 .., }�• I• '% .:Chimne:';Probe; . , . .-• RRF1OBS CAP MOUNT FIRE IT control will send maximum voltage to the chimney =�'A-' ti y - SECTION ^ Dimensions H in/mm 4.25/108 fan or VFD. When the necessary draft is achieved, `•;,=�'` At% t ,1 (c!)tii..cro:44c...the control will allow boiler firing and regulate the XTP2-sensor . Chimney Probe !in/mm 3.50'/89 s -Q voltage to the faan or VFD so the required draft is ...,-., '� •� �� �.maintained(the value can be viewed in the display).In case of insufficient draft,the control will shut down XTP2 Sensor °'$:5. the boiler after 12 seconds. Once the appliance has Stack Probe with 6'Silicone Tubing. satisfied the thermostat setting and shut down,the L atln s 4S-0" 41-0" control will turn off the fan. ETL listed to The control can be used in one of two ways:. UL548-Standard for Industrial Control • Interlocked with the appliance to post purge Equipment the chimney for 3 minutes after boiler shut down. CSA C22.2 No. 14-95-Standard for 28"STAB STEEL or Industrial Control Equipment i`-I Bt R PAN.1 • NEAR CE Compliant PRODUCT'S� -S CCU• Set to run the fan continuously. -- • Manufactured at 1S09001 certified plant. 1y4DEL1558f50NtUl 1Material Vllarran • - - . " 1n �11�E Rock O,rER The housing is made of plastic and has a clear �' ,,,� " cover. It has an lP 54/NEMA 12 rating. 2-year factory warranty 4 1 't'JAt-A'1Ufl FRAMING•16 O.C. Standard Equipment - GRANITE TOP a 0 EBC 12 Control Box • :�, ;,� N n n W Specifications are subject to change without notice. 0 Z E , .: ® ENERVF.)C Inc. P:770.587.3238 h ,; ® �` r. 4 1685 Bluegrass takes Pkwy. F:770.537.4731 r j' - �' Alpharetta,G T.%800.255.2923 VENTING DESIGN SOLUTIONS infoeenervex.com VENTING DESIGN SOLUTIONS - ww enervex.com L__I 1 I BC (5-61 92a) L.....0 E L., . , s JJ_ PLAN VIEW) FR4MiNC PLAN . V4t':¢�L 434" I!gy i i_ W . --) 1 FIR! F'LAGE r.7ETAILS A1.1 3/4" • 1,-0M Irwin 1 vs a . W < §4 r W r:. CONTRACTOR SHALL VER IF YALL LLEXiS T I EXISTING DIMENSIONS AND CO N DITIONS BE F ORE ORDERING MATERIALS OR BEGINNING WORK. REPO RT ALL I NCONSISTENCIES TO ARCHITEC T PRIOR PROCEEDING Wi T H WORK. I 4,,,, -'.'''', .*'.....7.611. CICI.guy .�✓ k,;. . a '4` '! .'a.. a� Tr-.,, 10 . . ','',','. . ow'mitosiso'ie-- • .....FLUB 1N6 SHSOLS . tip L_f�„, �- 1..0 i c�'../ „. 4, , . , . Q G'u�' 'CCU m� ,, , . , • •,. , • • :,.. ,, . , . , SE' I I ..... ........._...„ o COLD ti 0 HATER h I 6f & t I ; I., I 1 OT-E-f-cdet,rei f... I , . . . I O E .1 A T I te,,,,sit, 4 I Ict70 ? 6” rLaaFt. ORAN , /9 I o r. t IWO Q . olp..ear WASTE I / 1111111' "x12" FLOOR SINK ; . 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'- re pr , Ul ---) , um a w 0 L c=n Ct N r �-a .r Nt. 0 I■ i1TIN '6 L. „, 1 p., 1/4" = li-0" NORT1 I t W W :,„ �_ w P 1 ITHWR . _ T P I T R CEED NG W 0 K R HiTEC R 0 R 0 0 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE ORDERING MATERIALS OR BEG1NNiNG WORK. REPORT ALL INCONSISTENCIES TO A C STATEMENT OF SPECIAL INSPECTIONS per 1704 and 1705. Special Inspections and Testing are required by 1704, CONCRETE CURING: Provide curing compoundsforconcrete as follows: ST CT L E OT S 1706, 1707 and 1708 forthefollowing: G LEGEND (1)Use membrane curing compounds that are compatible with and will not affect surfaces to be covered with finish ma- FABRICATION SHOP INSPECTION: Where off-site Fabrication of gravity LOAD BEARING MEMBERS & ASSEM- terials applied directly to concrete. BLIES is performed, Special Inspector shall verify that the fabricator complies with IBC 1704.2 MARK DESCRIPTION MARK DESCRIPTION o N J N • GENERAL REQUIREMENTS (2) Apply curing compounds at a rate equivalent to the rate of application at which curing compound was originally C, 93 SOILS &FOUNDATION CONSTRUCTION tested for in conformance to the requirements of ASTM C 309-07 and the manufacturer's recommendations. N �; -2E- 02, FOOTING SYMBOL (REFER TO W c ~ GOVERNING CODE: The design and construction of this project is governed by the "International Building Code F2.0 I INDICATES WIDE FLANGE COLUMN 1- co o N per IBC Section 1704.7 (3) Apply specified curing compound to concrete slabs as soon as final finishing operations are complete (within 2 SPREAD FOOTING SCHEDULE) ] a g (IBC)", 2009 Edition, hereafter referred to as the IBC, as adopted and modified by the City of Tigard, OR understood to ; o f7>- hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray or cn z ,�, �- pay be the Authority Having Jurisdiction (AHJ). • Periodic inspection of soils earthwork per Table 1704.7 is required for: INDICATES HOLLOW STRUCTURAL • 0 8 o ;, roller in accordance with manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after PILE CAP SYMBOL (REFER TO • 1- V O Footing soil bearing surfaces prior to placing any reinforcing steel ( P1) . 0 SECTION (HSS) COLUMN OR ■ti w L initial application. Maintain continuity of coating and repair damage during curing period. PILE CAP SCHEDULE) TUBE STEEL (TS) COLUMN ,r\ " �' REFERENCE STANDARDS: Refer to Chapter 35 of 2009 IBC. Where other Standards are noted in the drawings, use o Excavation depth and bearing layer prior to placing any reinforcing steel. UBE S EEL ( S) COLU ,- z • C 4 0 the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not (4) Use curing compound compatible with and applied under direction of system manufacturer of protective sealer. F ; � z • °o o E p p o Compacted fill material classification. O 9 P P PP Y P TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL �. o.§1 relieve the contractor from compliance with the entire standard. o Sub grade preparation prior to filling. 0A CONNECTION SYMBOL o SECTION (HSS) COLUMN OR 1 b , ® W a •_L r Q d 9 P P P J (5) Apply two separate coats with first allowed to become tacky before applying second. Direction of second applica- ,\ \A .7) . N o._ tion shall be at right angles to direction of first. (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN �,, a 5• 2 d g DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: • Continuous inspection per Table(s) 1704.7 required to verify: ._ I . o�= IN '� �....dl 1- W rn ,s s e' O Filling operations to satisfy requirements of IBC Table 1704.7 and the geotechnical report listed under W6 SHEAR WALL SYMBOL (REFER TO INDICATES WOOD POST ( cn z 2 .. -' d CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be locat- SHEAR WALL SCHEDULE W -•-w _ "Architect/Engineer" -The Architect of Record and the Structural Engineer of Record. SOILS & FOUNDATIONS section. ) ? Y ui �- �, ; ed and detailed as on the construction drawings. Submit alternate locations per ACI 301 Section 5.1.2.3a for review and Z - t e.g "Structural Engineer of Record" (SER)-The structural engineer who is licensed to stamp &sign the structural O Compacted fill density testing of each lift, proper lift thickness and material classification. approval by the SER two weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant, portland m O ° w n • 9� ( ) 9 P Y P 9 P A toV.) a5. VO documents for the project. The SER is responsible for the design of the Primary Structural System. CONCRETE CONSTRUCTION per IBC Section 1704.4 and Table 1704.4 including: cement grout or roughening the surface is not required unless specifically noted on the drawings. REVISION TRIANGLE • INDICATES BUNDLED STUDS o ''" CC Q • "Submit for review" -Submit to the Architect/Engineer for review prior to fabrication or construction. • Periodic inspection required for: POST-INSTALLED ANCHORS to CONCRETE: Anchor location, type,diameter and embedment shall be as indicated on TILT-UP/PRECAST CONCRETE WALL UJ • "Per Plan"- Indicates references to the structural plans, elevations and structural general notes. O Size& placement of all reinforcing steel priorto the pour. drawings. Reference the POST INSTALLED ANCHORS section for applicable Post-Installed Anchor Adhesives. An- I ' I PANEL NUMBER (REFER TO TILT-UP/ ry;:.:; INDICATES CONCRETE COLUMN a.. P g o Placement clearances around reinforcing steel at embedded conduit. 9 chors shall be installed and inspected in strict accordance with the applicable ICC-Evaluation Service Report (ESR). PRECAST CONCRETE WALL ELEVATIONS) OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional infor- o Shape, location &dimensions of members formed. Special inspection shall be per the TESTS and INSPECTIONS section. CMU WALL REINFORCING SYMBOL INDICATES PRECAST mation including but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, stairs, o Use of the required design concrete mix. O1 (REFER TO CMU WALL REINFORCING '", CONCRETE COLUMN finishes, drains, waterproofing, railings, curbs, depressions, mechanical unit locations, and other nonstructural items. o Maintenance of specified curing temperature and techniques. STRENGTH TESTING AND ACCEPTANCE: ( 16, ti, p g p q SCHEDULE) �p\kr:STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project • Continuous inspection required during the: Testing: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.4.2. Additional samples may be CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME vc,`� ti�and are not intended to show all details of the work. Use details marked "typical"wherever they apply. o Placing of reinforced concrete, for proper application techniques. required to obtain concrete strengths at alternate intervals than shown below. $ (REFER TO TYPICAL DETAIL) �� CONNECTION �' z °o O czi O Sampling of fresh concrete. Cure cylinders for 28-day testa e. Test 1 cylinder at 7 da s test 2 cylinders at 28 days. INDICATES DOUBLE SHEAR CONNECTION , Z •w T STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the o Determinations of slump, air content and temperature. • Cu 3 y o y g y y 2 y _. N rims structure in its completed form. o Grouting operation of post-installed bolts or rebar dowels. DS (REFER TO THE DOUBLE SHEAR PLATE 4- INDICATES DRAG CONNECTION clAg m o , . primary p 9 P P Acceptance. Strength is satisfactory when: CONNECTIONS DETAIL) d2 ' Q- w■ COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and STRUCTURAL STEEL per IBC Section 1704.2: Special Inspector shall review the Fabrication shop's Quality Con- (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. INDICATES NUMBER OF STUD RAIL tS� j X INDICATES WOOD OR STEEL STUD < 1 correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for per- trol procedures for completeness and adequacy relative to AISC 360-05 Chapter M, the AISC Code of Standard ( SR ) REQUIRED AT COLUMN (REFER TO a �'� w (2) No individual testfalls below the specified strength by more than 500 psi. WALL z forming work in a safe and secure manner. Practice, AWS D1.1-2004 Structural Welding Code and 2009 IBC code requirements for the fabricator's scope of STUD RAIL DETAILS) =c5 work. A "test"for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in. cylinders tested at ROOF/FLOOR DIAPHRAGM NAILING (7) MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of con- STRUCTURAL STEEL per IBC Section 1704.3 and Table 1704.3 at the site and the fabrication Shop, shall be the specified test age. 1 SYMBOL (REFER TO DIAPHRAGM INDICATES MASONRY/CMU WALL struction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety and Health). done in accordance with the following requirements: NAILING SCHEDULE) CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during • Periodic inspection required: Cl STEEL COLUMN SYMBOL (REFER INDICATES CONCRETE/TILT-UP P g Y g TO STEEL COLUMN SCHEDULE) �`������ `�'�•� CONCRETE WALL construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the struc- o Prior to the start of Fabrication for: FLOOR FLATNESS and FLOOR LEVELNESS: All concrete slabs (including slabs on grade)shall have a minimum Floor ture is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents • Verification of Shop compliance with IBC Section 1704.2.1 for completeness and adequa- Flatness (FF) of 20 as measured in accordance with ACI 117. All concrete slabs on grade shall have a minimum Floor T SLAB ELEVATION SYMBOL (T/ REFERS and the requirements for executing it properly. cy of Fabrication and Quality Control procedures. Levelness of 20 as measured in accordance with ACI 117. TO COMPONENT THAT THE INDICATES WOOD OR STEEL STUD X,-XN � ■ Verification of Shop compliance with AWS D1.1-2004 Structural Welding Code ELEVATION REFERENCES) SHEAR WALL CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DE- • Verification of Shop compliance with AISC 360-05 Chapter M & Code of Standard Prac- CONCRETE REINFORCEMENT STUD BUBBLE (INDICATES NUMBER SIGN CRITERIA & LOADS below or the capacity of partially completed construction as determined by the Contractor's tice. 0 0 OF STUDS REQUIRED IF EXCEEDS -_:- $ INDICATES BEARING WALL BELOW SSE for Bracing/Shoring. o During welding of Single-pass Fillet Welds NOT exceedin g 5/16"size as noted in IBC Table 1704.3. REFERENCE STANDARDS: Conform to: NUMBER SPECIFIED IN PLAN NOTE) 0 During the welding operations -Verification of welder qualifications (1) ACI 301-05 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement Sup- NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings o During the welding operations -Verification of valid weld procedure specifications per AWS D1.1. INDICATES STEP IN FOOTING � � P 9 P P 9 9 9 P P P P ports." (REFER TO TYPICAL STEP IN - .... INDICATES EXISTING WALL supplements information in the Structural General Notes. o Prior to painting, shipping to site and erection-Verification of all welded joints per D1.1 Table 6.1. (2) ACI SP-66-04"ACI Detailing Manual" including ACI 315-99"Details and Detailing of Concrete Reinforcement." ( - 05 P 9 PP g J P ( ) 9 9 g FOOTING DETAIL) (3) CRSI MSP-09, 28th Edition, "Manual of Standard Practice." o DISCREPANCIES: In case of discrepancies between the General Notes, Specifications Plan/details or Reference Stand- POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections (4) ANSI/AWS D1.4"Structural Welding Code-Reinforcing Steel." I Aief. DETAILS OR SECTION CUT _ ards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the POST TENSION DEAD END (PLAN) ,�, g g p g (5) IBC Chapter 19-Concrete. X/SX.X (DETAIL NUMBER/SHEET NUMBER) cc Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes g� p g y p y (6) ACI 318-08. Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- (7) ACI 117-10 © DETAILS OR SECTION CUT IN PLAN _ STALLED ANCHORS section of these notes or as otherwise specified on the drawings.s. Substitutions require wire a rov- POST TENSION STRESSING END (PLAN) the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, p g q pp ® VIEW (DETAIL NUMBER/SHEET NUMBER) �. any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. al by the SER and require substantiating calculations and current 2009 IBC recognized ICC Evaluation Services (ES) ' ' o Y adjustment SUBMITTALS: Conform to ACI 301 Section 3.1.1 Submittals, data and drawings." Submit placing drawings showing o ,.) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements INDICATES LOCATION OF CONCRETE o �- °w required within the applicable ICC Evaluation Services (ES) Report. fabrication dimensions and locations for placement of reinforcement and reinforcement supports. a�i I Hl lua�h,' WALLS, SHEAR WALLS OR BRACED 3 POST-TENSION PROFILE (PLAN) i rn o SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the draw- q pp ( ) p X/SX.X ---1--5 (IN INCHES) ; c, z ings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the MATERIALS: FRAME ELEVATIONS o m o m m cn work. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis. Final special inspection Reinforcing Bars ASTM A615, Grade 60, deformed bars. SPAN INDICATOR (INDICATES EXTENTS -, ° a reports will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Bar Supports CRSI MSP-09, Chapter 3"Bar Supports." OF FRAMING MEMBERS OR OTHER INTERMEDIATE STRESSING (PLAN) ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earth- Architect/Engineer and the Authority Having Jurisdiction for review. Tie Wire 16 gage or heavier, black annealed. STRUCTURAL COMPONENTS) work,foundations, shoring,and excavation. Any utility information shown on the drawings and details is approximate and J a not necessarily complete. building p the Contractor is required to provide the Au- FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66"ACI Detailing Manual." �a INDICATES DIRECTION OF DECK SPAN a •• a s Y P CONTRACTOR RESPONSIBILITY: Prior to issuance of the buildin permit, > o cc thority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibilities associated with the ix z E ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with ade- above Statement of Special Inspections addressing the requirements listed in IBC Section 1709. Contractor is referred WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. o- Q .o ` . 3 •a quate technical documentation to the Architect/Engineer for review. Alternate materials that are submitted without ade- to IBC Chapter 1707.6 and 1707.7 for architectural and MEP building systems that may be subject to additional inspec- "Welding" and provide ASTM A706, grade 60 reinforcement. ABBREVIATIONS a_ c cc ° ° "' quate technical documentation or that significantly deviate from the design intent of materials specified may be returned tions (based on the building's designated Seismic Design Category listed in the CRITERIA), including anchorage of without review. Alternates that require substantial effort to review will not be reviewed unless authorized by the Owner. HVAC ductwork containing hazardous materials, piping systems and mechanical units containing flammable, combus- PLACING: Conform to ACI 301, Section 3.3.2"Placement." Placing tolerances shall conform to ACI 117. tible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and sus- L Angle FIN Finish PSI Pounds Per Square AB Anchor Bolt FLR Floor I nch DESIGN CRITERIA AND LOADS pended ceiling systems. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. ADDL Add i t i ono I FRP Fiberglass PSL Parallel Strand Concrete cast against earth 3" ALT Alternate Reinforced Plastic Lumber OCCUPANCY: Occupancy Category of Building per 2009 IBC Table 1604.5 = II PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. Concrete exposed to earth or weather 2" ARCH Architectural FTG Footing P-T Post-Tensioned SPLICES: Conform to ACI 301, "Splices". Refer to "Typical Lap Splice and Development Length Sched- B or BOT Bottom F/ Face of PT Pressure Treated SOILS AND FOUNDATIONS Section 3.3.2.7, B/ Bottom Of GA Gage R Radius ule"for typical reinforcement splices. Splices indicated on individual sheets shall control over the schedule. Mechanical BLDG Bu i I d i ng GALV Galvanized RD Roof Drain WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM connections may be used when approved by the SER. REFERENCE STANDARDS: Conform to IBC Chapter 18"Soils and Foundations." BLKG Blocking GEOTECH Geotechnical REF Refer/Reference Basic Wind Speed MPH 100 BMU Brick Masonry Unit GL Glue Laminated REINF Reinforcing FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes#3 through#5 may be CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnical Report and shall fol- BP Basep I ate Timber READ Requ i red Exposure Category B low the recommendations specified therein including, but not limited to, subgrade preparations, pile installation prose- field bent cold thefirsttime. Other bars require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. BRB Buckling Resisting GWB Gypsum Wall Board RET Retaining Wind Importance IW= 1.0 dures, ground water management and steep slope Best Management Practices." Braced HDR Header SCB Special Concentric POST-INSTALLED ANCHORS INTO CONCRETE BRG Bearing HF Hem-Fir Braced Topographic Factor Kzt= 1.0 DESIGN SOIL VALUES: BTWN Between HGR Hanger SCHED Schedu I e Wind Analysis procedure used: Method 1 -Simplified Allowable Foundation Bearing Pressure 3000 PSF-Native DESIGN STANDARDS: C Center I i ne HD Hold-down SHTHG Sheathing Allowable values were determined from the original construction documents. Post-Installed Anchors into concrete for this project are designed in accordance with American Concrete Institute, ACI C' Camber HOR I Z Ho r i zon t a I S I M Simi I ar 318-08, Appendix D Specifications. CB Castellated Beam HP High Point SMF Special Moment CIP Cast Place inn rn / i_ , r _ SEISMIC Seismic Desi n Cate o SDC= D FOUNDATIONS and FOOTINGS: Foundations shall bear on either on competent native soil or compacted structural fill C I P Cast i n HSS = � (Hollow Frame ame 9 Category: POST-INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post-Installed DESIGN: as per the geotechnical report. anchors types and bcations shall be approved by the SER and shall have a current ICC-Evaluation Service Report that CJ Construct ion or Structural Section) SOG Slab on Grade Control Joint IBC International Building SPEC Specification Site Classification per IBC Table 1613.5.2 Site Class= D SLABS-ON-GRADE: All slabs-on-grade shall bear on compacted structural fill or competent native soil per the geotech- provides relevant design values necessary to validate the available strength exceeds the required strength. Submit cur- CJP Comp I ete Jo i nt Code SQ Square nical report. All moisture sensitive slabs-on-grade or those subject to receive moisture sensitive coatings/covering shall rent manufacturer's data and ICC ESR report to SER for approval regardless of whether or not it is a pre-approved an- Penetration I D Inside Diameter SR Studra i I Seismic Importance Factor perASCE 7-05 Table 11.5-1 le= 1.0 chor. Anchors shall be installed in strict accordance to ICC-ESR and manufacturers instructions. No reinforcing bars CLR Clear ear I E Invert Elevation evat i on SF Square Foot be provided with an appropriate capillary break and vapor barrier/retardant over the subgrade prepared and installed as q Response Acceleration (Short Period) S5= .909 shall be damaged during installation of post-installed anchors. Special inspection shall be per the TESTS and INSPEC- Spectral CMU Concrete Masonry I F Inside Face SST Stainless Steel P ( ) g noted in the geotechnical report, barrier manufacturer's written recommendations and coordinated with the finishes spec- TIONS section. Anchor type,diameter and embedment shall be as indicated on drawings. y if ied by the Architect. Unit INT Interior STAGG Stagger/Staggered Spectral Response Acceleration (1-Second Period) Si = 0.331 g 1. ADHESIVE ANCHORS: The following Adhesive-type anchoring systems have been used in the design and COL Column k Kips STD Standard Spectral Design Response Coefficient (Short Period) SDs= 0.689 g CAST-IN-PLACE CONCRETE shall be used for anchorage to CONCRETE as applicable and in accordance with corresponding current ICC CONC Concrete KSF Kips Per Square Foot STIFF Stiffener ESR report. Drilled-in anchor embedment lengths shall be as shown on drawings, or not less than 7 times CONN Connect ion LF Lineal Foot STL Steel Spectral Design Response Coefficient (1-Second Period)SDI= 0.384 g CONST Construction LL Live Load STRUCT Structural REFERENCE STANDARDS: Conform to: the anchor nominal diameter(7D). Spectral Design Response Coefficient (1-Second Period) R= 6.5 (1) ACI 301-05 "Specifications for Structural Concrete", a. HILTI "HIT-RE 500 SD"- ICC ESR-2322 for anchorage to CONCRETE] COST Continuous n r s i n LLH Long Leg Horizontal t i I SWWJ Solid Web Wood 9 l C SINK Countersink LLV Long Leg Vertical Joist Equivalent Lateral Force Procedure V = 16 kips (2) IBC Chapter 19-Concrete, CTRD Centered LP Low Point SYM Symmetrical (3) ACI 318-08/318R-08 2. SCREW ANCHORS: The following Screw type anchor is pre-approved for anchorage to CONCRETE or MA- 0 (4) ACI 117-10 SONRY in accordance with corresponding current ICC ESR report: Diameter LONG I T Longitudinal T Top DB Drop Beam LSL Laminated Strand Lumber T/ Top Of SNOW LOAD: Flat Roof Snow Load, (PSF) p,= 20 a. SIMPSON "TITEN HD" - ICC ESR-2713 for CONCRETE Only and ICC ESR-1056 for MASONRY DBA Deformed Bar Anchor LVL Laminated Veneer Lumber T&B Top & Bottom Er FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifications Only DBL Doub I e MAS Masonry TC AX LD Top Chord Snow Drift Loading required by Authority Having Jurisdiction? Yes for Structural Concrete (ACI 301)with Selected ACI and ASTM References." DEMO Demo I i sh MAX Max imum Ax i a I Load Snow Load Importance Factor I s= 1.0 (1) STRUCTURAL STEEL DEV Development MECH Mechanical TCX Top Chord Extension CONCRETE MIXTURES: Conform to ACI 301 Section 4 Concrete Mixtures and IBC Section 1904.3. DF Douglas F i r MEZZ Mezzanine TDS Tie Down System El' Ground Snow Load, (PSF) p9= 20 „ DESIGN STANDARDS: DIAG Diagonal MFR Manufacturer T&G Tongue & Groove MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials"for requirements for cementitious materials, aggregates, mix- Structural Steel for this project is designed in accordance with American Institute of Steel Construction (AISC) Specifics- D I ST Distributed MIN Mini mum THKND Thickened Snow Exposure Factor C e= B ing water and admixtures. tions. DL Dead Load M I SC Miscellaneous THRD Threaded Thermal Factor C = 1.0 DN Down NIC Not In Contract THRU Through SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the table DO Ditto NTS Not To Sca I e TRANSV Transverse below. Substantiating strength results from past tests shall not be older than 12 months per ACI 318 Section 5.3. Structural Steel for this project is designed per: g g P P • AISC-"Manual of Steel Construction, Thirteenth Edition (2005). DP Depth/Deep OC On Center TYP Typ i ca LLI DWG Drawing OCB Ordinary Concentric UBC Uniform Building Elm. TABLE OF MIX DESIGN REQUIREMENTS REFERENCE STANDARDS: (E) Existing Braced Code D 1) Snow Load Importance Factor per ASCE 7-05 Table 7-4. EA Each OD Outside Diameter UNO Un less Noted Et 1) IBC 2009, Chapter 22-Steel, hereafter referenced as IBC. EF Each Face OF Outside Face Otherwise Member Strength Test Age Maximum Exposure Max W/ Air Notes (1 2) ANSI/AISC 303-05- Code of Standard Practice for Steel Buildings& Bridges, hereafter referenced as AISC 303. EL Elevation OPNG Opening URM Unre i nforced < LL1 DESIGN LIVE AREA LIVE LOADS REMARKS & Type/Location f'c (psi) (days) Aggregate Class C Ratio Content to 3) ANSI/AISC 360-05-Specification for Structural Steel Buildings, hereafter referenced as AISC 360. ELEC Electrical OPP Opposite Masonry Unit 8TypicalU 4) AISC348-04/RCSC -Specification for Structural Joints using ASTM "Research A325 or Bolts, prepared by Research ELEV Elevator OWSJ 0 en Web Stee I Joist VERT Ver t i ca I > 4 LOADS (PSF) UNO FOOTNOTES _ Council on Structural Connections (RCSC), hereafter referenced as RCS C. P N Footings 3000 28 1" F3 - - - EMBED Embedment OWWJ Open Web Wood Joist W Wide 4 Roof Live-Flat, Pitched or Curved 25 Reducible, also 300lb 5) AWS D1.1 -04-Structural Welding Code- Steel, hereafter referenced as AWS D1.1. EQ Equal Plate W/ Wi th CV point load anywhere EQUIP Equipment PAF Powder Actuated Fastener W/O Without I\ SUBMITTALS: EW Each Way PC Precast WHS Welded Headed Stud 0 0 ' Exterior Slabs on Grade 4500 28 1" F3 0.45 6% - (1) Shop drawings shall be prepared in accordance with AISC 360 Section M.1 and AISC 303 Section 4. EXP Expansion PERP Perpendicular WP Working Point & Sidewalks (2) Submit welder's certificates verifying qualification within past 12 months. EXP JT Expansion Joint PLWD Plywood WWF Welded Wire Fabric 72: z Et (3) Affidavit stating the steel provided meets the requirements of the grade(s)specified. NI O (4) Manufacturer's engineering and installation information for post-installed Adhesive Anchors including applicable EDT F oor i Dr PP Par t i I Penetration ± Plus or Minus SUBMITTALS Interior Slabs on Grade 3000 28 1" - 0.45 - - FD F l I or Drain PREFAB Prefabb ricated ICC Engineering Research (ER-xxxx) Report. FDN Foundation PSF Pounds per Square Foot (5) QA Plan and Procedures of Fabrication Shop not WABO Certified. Ct SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the individual materials sections and for bidder designed elements. Table of Mix Design Requirements Notes: MATERIALS: 0 < Channel (C) &Angle (L) Shapes ASTM A36, Fy = 36 ksi 0 SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TVVO WEEKS for review by Structural Bars & Plates (PL) ASTM A36, Fy = 36 ksi the Architect/Engineer prior to the onset of fabrication. (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Maxi- ( ) Y - I- g P mum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability requirements Hollow Structural Section-Square/Rest {HSS) ASTM A500, Grade B Fy = 46 ksi Imm 140 given in ACI 318 Section 4.3. Nuts ASTM A563 GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall re- Washers (flat or beveled) ASTM F436-required @ slotted & oversize holes C) view the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be (2) cementitious Materials: Mild Threaded Rods ASTM A36, Fy = 36 ksi verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer Weldin Electrodes E70XX E71TXX unless noted otherwise with a minimum tou hness a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 4.3.1 and 4.4.2. Welding g and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. Maximum amount of fly ash shall be 25% of total cementitious content unless reviewed and approved other- of 20ft-Ibs at 40 degrees Fahrenheit. (1) r'• SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general wise by SER. WELDING: conformance with the design concept and the contract documents of the building and will stamp the submittal according- ly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and 1) Welding shall conform to AWS D1.1 and visually conform to AWS Section 6 and Table 6.1. Fabrication/erection (3) Air Content: Conform to ACI 318 Section 4.4.1. Minimum standards for exposure class are noted in the table. If inspections b the Contractor per AWS D1.1 Section 6, shall be by associate/certified inspectors AWI/CWI per specifications, nor departures there from. P Y P Y P ( ) P freezing and thawing class is not noted, air content given is that required by the SER. Concrete surfaces in contact AWS QC1 or AWS B5.1. Special Inspections (verification inspections) shall be by a certified Welding Inspector (.9 SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the require- with the soil require entrained air. Tolerance is t1-%%. Air content shall be measured at point of placement. (WI)or Senior Welding Inspector(SW) per AWS B5.1. merits of the structural drawings they shall be designed and stamped by the responsible SSE. (4) Aggregates shall conform to ASTM C33. 2) Welders shall be qualified for the specific prequalified joints required by the design and certified in accordance with WABO requirements. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. d Him rawings, the SER will review the submittal for general conformance with the design of the building and will stamp the { ) p' P P P 3) Welding shall be done in accordance with appropriate Weld Procedure Specifications (WPS's). Welders shall be submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) familiar with the applicable WPS's. is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the (6) Chloride Content: Conform to ACI 318 Section 4.3.1. 4) Welding shall be done with AWS Prequalified Welding Processes unless otherwise approved. SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall be fumished and installed per manufacturer's instructions or the SSE's design drawings and calculations. These elements include but are (7) Non-chloride accelerator: Non-chloride accelerating admixture may be used in concrete placed at ambient temper- 5) Welder qualifications and WPS's shall be maintained at the site of the work and shall be readily available for not limited to: atures below 50°F at the contractors option. inspection upon request, both in the shop and in the field. w 6) Use E70 or E71 T, 70 ksi strength electrodes appropriate for the process selected. (8) ACI 318, Section 4 exposure classes shall be assumed to be FO, SO, P0, and CO unless different exposure classes ) g P P are listed in the Table of Mix Design Requirements that modify these base requirements. TESTS AND INSPECTIONS 7) Prior to the start of work, Special Inspectior or, if "AISC Certified" or otherwise "Approved" Shop, a shop UJ MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Section 4.3. Certified Weld Inspector(CWI)certified in accordance with provisions of AWS QC1, shall inspect and document pc INSPECTIONS: Special Inspections and Testing shall be done in accordance the STATEMENT OF SPECIAL INSPEC- compliance with the following: TIONS per IBC Sections 1704, and 1705 as applicable. Foundations,footings, under slab systems and framing are sub- HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather con- • Confirm welder qualifications priorto the start of work. jest to inspection by the Building Official in accordance with IBC 110.3. Contractor shall coordinate all required inspec- creting shall conform to ACI 305.1-06 and cold weather concreting shall conform to ACI 306.1-90. • Review all WPS priorto the start of work. SHEET TITLE: tions with the Building Official. • Confirm materials in fabrications conform to the specifications. • Periodically observe joint preparation,fit-up and welder techniques. GENERAL NOTES • Identify on plans all multi-pass fillet welds,single pass fillet welds greater than 5/16", and Complete-and SPECIAL INSPECTORS: Special Inspectors shall be employed by the Owner to provide Special Inspections for the Partial- Joint Penetration (CJP or PJP) groove welded butt joints that require Continuous (Special) project. Inspection. • Visually inspect all welds per Special Inspection Requirements for Steel and AWS Section 6.5 and Table 6.1. u SHEET NO. 6 a o ■ cn 0 1 3041-0001-S11.dwg 9-Jan-13 11:09 AM jjames FABRICATION: • Conform to AISC 303, Section 8 and AISC 360 Section M2 and M5. • Structural Welding and qualifications shall conform to the AWS D1.1. ® „ W z ° d • The fabricator shall maintain detailed fabrication & erection quality control procedures per IBC Section 1704.2.1 c�°� o h 3 that provides the basis for inspection control of the workmanship and ensures that the work is performed in ac- w N 2 t cordance with Code of Standard Practice,the AISC Specification, and the Contract Documents. Fabricators cer- . a ] _ e,o4S tified by the AISC Quality Certification Program with the following level of certification: Sbd — Conventional Steel LB F Z § E I— c Building Structures are deemed to comply with this provision. • 0 8 U o E LB Q fn L ` d VERIFICATION INSPECTION: CO Z • c (V 3 C i Vim d' � p • Structural Welding inspections and qualifications shall conform to the AWS D1.1. See WELDING notes and > co 4 a � Q ii EA SPECIAL INSPECTIONS for Structural Steel. ® - S 49 "c N c "g Vrt• Special Inspector shall review the procedures for completeness and adequacy relative the Code and the Work. z o a Further shop Special Inspections may be waived if the Fabricator is "AISC Certified"or otherwise "Approved" by LLi the Authority Having Jurisdiction per IBC Section 1704.2.2. See SPECIAL INSPECTIONS for Structural Steel. z cn > ;,� Y 9 p m r- Oom — 21, �o nil• Periodic Inspections shall include the initial quality verification inspection, an inspection during the fabrication of o c°o tarp a S U o the first twenty tons of steel and one shop visit for every [one] hundred tons or fraction thereafter and a final in- a spection at the completion of framing. W cc a_ ERECTION: 1) Conform to AISC 303, Section 7"Erection", Section 8"Quality Assurance." and AISC 360, Section M4. 2) The Erector shall maintain detailed fabrication & erection quality control procedures that ensure that the work is performed in accordance with AISC 360 Section M, AISC 303, and the Contract Documents. v �O�A 5 3) Steel work shall be carried up true and plumb within the limits defined in AISC 303 Section ■ 7.13. @���Q' z °000 W 4. N 4) Structural Welding to conform to the AWS D1.1 and applicable WELDING notes above. I--g cs Z •w L. �- U 5) Special Inspector shall inspect the steel framing to verify compliance with the details shown on the Contract Doc- �y2° o �Q , w uments including member size, location, bracing and the application of proper joint details at each connection. ��( ` Q-" a 6) High strength bolting shall be periodically inspected by the Special Inspector per IBC Section 1704.3.3. 1 0 `9/t� w a.� z BRACING and SAFETY PROTECTION: The contractor shall provide temporary bracing and safety protection required i"—„ by AISC 360 Section M4.2 and AISC 303 Section 7.10 and 7.11. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless a multi-coat system is required per the project specifications. i 2) INTERIOR STEEL: a. Unless noted otherwise, do not paint steel surfaces to be, • Concealed by the interior building finishes, • Fireproofed, • Embedded in concrete, • Specially prepared as a 'raying surface"for Type-SC "slip-critical" bolted connections, unless the coat- ing conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. • Welded; if area requires painting, do not paint until after weld inspections and Non-destructive testing cr) requirement, if any, are satisfied. o 7 b. Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in cc the project specifications. Field touch-ups to match the finish coat or as otherwise indicated in the project specifications 3) EXTERIOR STEEL: Exposed exterior steel shall be protected by either: o a. Paint with an exterior multi-coat system as per the project specifications. Field touch-up painting shall be to o match top coat. o z m o m m 0 < WOOD FRAMING a) REFERENCE STANDARDS: Conform to: Q a (1) IBC Chapter 23"WOOD" > (2) NDS -"2005 National Design Specification (NDS)for Wood Construction" ° z ._, .� • a>CD(3) APA PDS-97 Plywood Design Specification (revised 1998) Q o L o c3 o in (4) ANSI/TPI 1 "National Design Standard for Metal-Plate-Connected Wood Truss Construction" . (5) BCSI "Guide to Good Practice for Handling, Installing & Bracing of Metal Plated Connected Wood Trusses" (6) WI DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses" (7) APA Report TT-045B "Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" IDENTIFICATION: All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a cer- tificate of inspection issued by the certifying agency. MATERIALS: • Sawn Lumber: Conform to grading rules of VVWPA, WCLIB or NLGA and Table below. Finger jointed studs ac- ceptable at interior walls only TABLE of SOLID SAWN LUMBER Member Use Size Species Grade Wall Stud 2x4, 3x4, 2x6, 3x6 Doug Fir Larch No 1 Sill Plate 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 Post 4x4, 4x6, 4x8 Doug Fir Larch No. 2 • Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material with T&G joint. Architect may disallow OSB. Confirm with Architect. Conform to "Construction and Industrial Ply- wood"based on Product Standard PS 1-07 by the U.S. Dept. of Commerce, and "Performance Standard for Wood- Based Structural-Use Panels" based on Product Standard PS 2-04 by the U.S. Dept. of Commerce and "Plywood Design Specification (revised 1998)" based on APA PDS-97 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table: TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Walls 15/32" 32/16 C-D 1 • Timber Connectors: Shall be"Strong Tie" by Simpson Company as specified in their latest catalog. Alternate con- nectors by other manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing just prior to drywall appli- cation, as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. . Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other than CCA, connectors shall be either batch hot-dipped galvanized (HDG), mechanically galvanized (ASTM B695, Class 40 or greater) stainless steel, or provided with 1.85 oz/sf of zinc galvanizing equal to or better than Simpson ZMAX finish. H W D • Fasteners (nails, bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT Ct Z wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connect- or. Fasteners (nails, bolts,screws, etc)attaching sawn timber members or sheathing (shear walls)to PT wood be < W corrosion resistant; nails and lag bolts shall be either HDG (ASTM A153) or stainless steel. Verify the suitability of 4 the fastener protection/coating with the wood treatment chemical manufacturer/supplier. < c\J Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails 12d and smaller shall be full length common unless noted otherwise. 16d nails may be 16d sinkers unless noted otherwise. Nail a 0 CIN straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. z O • Fasteners: Conform to IBC Section 2304.9 "Connections and fasteners." Unless noted on plans, nail per Table < NI 2304.9.1. Unless noted otherwise all nails shall be common. Alternate nails may be used but are subject to review CI and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to re- Et view by the structural engineer prior to construction. 0 < Y 9 P • Lag Bolts/Botts: Conform to ASTM A307 and IBC Section 2304.9. (' NAILING REQUIREMENTS: Provide minimum nailing in accordance with IBC Table 2304.9.1. "Fastening Schedule" ex- C cept as noted on the drawings. Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven Fill . 10 flush and shall notfracture the surface of sheathing. cr) C) STANDARD LIGHT-FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Section CD 2308"Conventional Light-Frame Construction." M N% MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure-treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding/insulation system. Refer to the 0 Architect's drawings, and project specifications,or with cladding installer for maximum recommended moisture content. 0 CLADDING COMPATIBILTY: The Architect/Owner shall review the cladding and insulation syste ms proposed for the project with respect to their performance over wood studs with moisture contents greater than 19%. EIFS systems should be avoided on wood-framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials are required to be `treated wood" in accordance with IBC Section 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood-Preservers Film Association (AWPA)for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow Ameri- can Lumber Standards Committee (ALSC) quality assurance procedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stainless steel or hot-dipped galvanized or as per IBC 2304.9.5. Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT- Disodium Octaborate Tet- Li rahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected during shipment, storage and instal- 1- lation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate pressure treated plates do 0 not require hot-dipped galvanized connectors. fx If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasten- ers (nails, bolts, screws, washers & lag screws) attaching timber connectors (joist hangers, post caps and bases,etc) to SHEET TITLE: PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector; GENERAL NOTE S that is, use hot dipped galvanized or stainless steel fasteners. Fasteners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing (shear walls) to Pressure Treated wood be corrosion resistant (hot dipped galvanized or stainless steel. Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. SHEET NO. S I a O • v), o E 13041-0001-S12.dwg 9-Jan-13 11:10 AM jjames [' F , ',r . r I+ � , i 1 i w m - _ m w _ w .,.. �j i1 l ' i I € l '1 , '•`.ri le....; nviiii .. •:.«',u.,,u,,, «... 1 VI N :c1.:' p I. C C ia, r+ d ! 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TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0 -0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND 0 ! ARCHITECTURAL DRAWINGS. :.. rrrr....rrw«._.....«,.rrrr.«.«rrr..r....r.»... ,, 1 w' �O J�P' J4 Os' j =-= 4. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION -0'-8", UNO. i, G�JG 5�G 1 I II I I •6 1 5. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE Emma I_._. <& ti�y�`G h I THEPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN ...;.... .::,..::..w...... .. '5, S' 4) I I Li i 11 I I 6. ALL EXTERIOR SHEATHING SHALL BE 15/32" APA-RATED W/ 0.131"0x21/2" NAILS 0 6"OC AT PANEL EDGES AND -' ___. __._.___..._.....____.__.____. -.L.∎1∎,∎.∎.__._.._.__._.____.._.-_._._.___.__._._ GL51/2x9 F/DF 24F-V4 GL51/2x9 ..DF DF 24F-V4 �_.._.__.____._.I �_..........__...._ j t......__.._-.,...r I I 111.-�-�::�:::::�::�::::�r. �I I :, r :i ...r_.._.....___.._._.___......___.._.__...._.._,r_..—,., _ 1 ... ... i ,,,.,,,,,,.:..��,,,,..L.. 12 OC AT STUDS, ALL PANEL wr rrrwr:..........»»»..« .«.«.L..I I..»«..Ir.. .. .. .. _ .__,.......,._.___��.,. S DS BLOCK LL EDGES. .........:...r,.r.rrr.r:r:r,.,r•««......, ,,.r..,r..r.,..r...r..:w_r..,...r.,.:..,:««...rr:»..r..r..,..«r.w....«..w«r...:r..:..r.r,...,,......,...:»..r '.:: ... 6 r r.,...r....r ,, w I '1 I I 'L__.__......._........_..L!.L......................._._..._........................_..-_._....._._......._..................................r. ..................«..,..—.._.....r .w...�.«,_..,�:«.w......w. .mr...Ir.. 1..:..r............«............rr.r.r�.∎....«....«.«...ww.r:...r....:.rr.r:.... : t .., 1 �.«rw...I..r I«I L«1 Cr.l.r....... II. ' i r ; f 7 TYPICAL DETAILS I I I 1 �........._ __�..._.. ._..............._...._ ∎ _._._... ! AL AILS ER i i.i ,'' ■ p SP 'C P I I j I I j1 ∎ I c�c, c,�,�J�,� 1 5/53 1 STANDARD HOOKS AND BAR BENDS ° "'" .-."^-'« I _ _ i i �� �� 1 10/53.1 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE w i..............:... I I , <G -ic9 F, SHEET TITLE: S:.‘c FOUNDATION PLAN II i ,.... _ , FOUNDATION PLAN N SHEET NO. v SCALE: =1'-0 li,lliii:Hi, i,' S2 • I\Ii1 , ...., 0 13041—0001—S21.dwg 9—Jan-13 11:12 AM jjames 4d OR (E) DBL TOP PLATE t.."21/2" MIN gp• 45' .� D D _____... -.__.._-.___.. _. _.-_-._ ____. _ ._.__.:I �� D 180' .--I D = 6d FOR #3 THRU #8 c t- SIMPSON D = 8d FOR ##9,14#1,80 & #11 W c°� 7'6- ��i L90 EA SIDE D = 10d FOR #8c18#11 18 r-- a � : � �1A ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS z '__� EEEEE.,, V C p L j f a mom W c o'S "5"!. W _,ti. ;Fµ i 12d Il'�ICI'! Ur N""k Y A ° `9 9 `� O G o m �,4,m;;. ! �u SIMPSON 180' — 135' — 90' ® > to v Q E :r'' `A; 1: , (E) GL83/4x30 d ■ d -- 7' \ 0 w , : � z � .„I cog ^,;,---r.._1-4.:,.gl..4:-.5:-.0 O d F ''4, '' I_ O L C y n ='' 3 STIRRUP STIRRUP OR TIE a w /16x 1x0'--5" W/ cn a o Typ `',' '..,�.• :.,;y:,4:_,:.., 0 LAG SCREW, D = 4d FOR 3 4 & 5 a 3/1 -°--' ':: .-� EMBED 4 MIN D = 6d FOR 6, #7 & #8 a. '' h � , .. 90' 135' 6 , 90' :_380' \•.-__ D D co??.,, \-\` D 6d OR R3/8x3x1'-2" S » o o 3» MIN v `Q�RL CABLE SUPPORT OLT CARRIAGE (0 / p % �REAM OR COLUMN CROSSTIES o tua O Ned N — �? r 0.2 VERIFY BEAM STIRRUPS AND COLUMN TIES 0 v 0 2 . cis NOTE: d = BAR DIAMETER, D = BEND DIAMETER -• CS� 2\> '`r 4"` Lcacj NOTE: TIES AND CROSSTIES FOR SHEAR WALL �0 ‘/ '11' w BOUNDARY ELEMENTS SHALL BE DETAILED z 3j CONNECTION CAPACITY = 460#. AS COLUMN TIES/CROSSTIES. c? STANDARD HOOKS AND DS - SHELVING S TYPICAL HEADER BEARING DETAIL BEAM STIRRUPS AND COLUMN TIES SCALE: 1"=1'-0" SCALE: 1"=1'-0" 4 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ACI) SCALE: NONE (E) DBL TOP PLATE - MISC TOP BARS HOOKED :! .._...._. .._..._......... ....-_.._....-._.,".".._._ ._ _......_"._......_ _ :: . ...... ............__...... _.._._....-_..._..._-... -__ .. ,.._...._.7-- -. ......____. .µ..__...ms w:::......_._"w ::w ........._.__.."._.-_._........_.._"......- I BAR BARS (see note#3) BARS , ...,' SIZE I Ld Splice Ld Splice Ldh f'c = 3000psi z #3 17 23 22 29 9 0 > #4 22 29 29 38 11 #5 28 37 36 47 14 #6 33 43 43 56 17 #7 48 63 63 82 20 0 o #8 55 72 72 94 22 I rn r o z I #9 62 81 81 106 25 o m o m m v) #10 70 91 91 119 28 #11 78 102 101 132 31 J p C .a NOTES: o L z c U 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR a o o o o �,cl_COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. i 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. • [ ] 3. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. ..1--,; 4. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW (EXCLUDING WALL NEW HDR » HORIZONTAL REINFORCING) OR AS NOTED ON DOCUMENTS AS "TOP BAR". (E) STUDS i 4 5. ALL TABULATED VALUES ARE IN INCHES. ( ) � OPENING----\ KING IOW PER PLANS TYPICAL LAP SLICE AND I ! DEVELOPMENT LENGTH SCHEDULE 01400M SCALE: NONE (2) TRIMMER 1 STUDS, TYP Th, I ! ! r I ! i I I _.rrF° - I .` -7 I� ` r � I i=... . II -.:...,.i -_..I i 1-:::'::':1 I i � � � � I =� � 1 _ --T1 --- ,• I r i TT ' ..-.. ..........--..--......�.-__......_... ...-.__...-....___-_.....-_ (E) FDN HEADER Et NEW ET IL ' a) SCALE: 3/8"=1'-0" 14 C COL & FIG 4'-6» �-- END OF BEAM Film W R11/4x6x0'-10" TOP & BOT IL1/4x12x2'-6" EA SIDE (X R1 x3xo -8 w/ (2) _ 1'-0" J 7/8"0 THRU BOLTS, TYP 6" 4 (pi.), tot:t w AT BOT OF ADJ BEAM oo > 4 �.............. ....-..-.......-.-".._.....-"...___. ....._.._....__........"_.._ --.."_..W..."".--.--....... ""....... .................I_ _._ -__. _.-... .. .._.._... . N . T_: .::_... �.... w:::_.::::} N EMI 0 0 ON -d I-. --I ,_____ _._____ _____ 4.1 z z cr --------- 2"/ / __a__ c-q < rh41". "Er Nina 0 Ct 0 < 071 .. .. . ...... R 1/4 EA SIDE w/ (2) 11—TYP /4 0 THRU BOLTS, MAINTAIN 1/4 n I 83/4» CLR BTWN PLATES TYP W C) .... 3 ' i R3/4x6x0,-g„ (E) GL83/4x30 /16 , NC). co„„: 0 .,,,,,, ,, ,:,::„.,,;:,;:ts::::,:::::,,,,:,7„, 5/16 r :IIIBI,,....,..A..11: 6/16 (1) _,._ "', .. (E) GL83/4x30 I I COL PER PLAN ::O:H:::UT I I I 5/16 • I h,,,,H V16:,' SOG 1 ,:° V T/SLAB I C._ I— PER PLAN °d d a ° I t ° Q., .a • T/ FTG .1 mi l'•... - ° d i d • A 1 7PER PLAN —I ° 4. d d ' w ! �_ d (4) / "0 AB S ° ° . o d " -EMBED 9 , TYP c ' 4 I 1.-_--- 1- d Q 9 d c ,i l W d _ CL 40 a. d d• i'' A • o s °! Cc dda ., t '-iii-iii-Iii Ili-I _ V I -1 -1 ;I I— ! I SHEET TITLE: REINF PER PLAN PER PLAN FOUNDATION AND 1 FRAMING DETAILS II HINGE CONNECTOR DDETAIL NEW COLUMN AND BEAM SUPPORT SHEET NO. 18 20 a SCALE: 1"=1'-0 SCALE: 3/4"=1'-0" • �, ...... 0 13041-0001-S31.dwg 9-Jon-13 11:13 AM jjames