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12230 SW MAIN STREET-9 t Y'e q i I 1 4-' L,E Vim ND . _ __Alt IT 'XCR :. GENERAL NOTES — - �. = = -_ 01 �01 EXST'A' G ii' 46 - r / N-A &R ` "' . ' �pCT 14h =• - • ;: = - • _.-: =a: _: AEA te; ^ c y S AREA C'Uns RA-- �C r11 N oor r � � G ♦.,r ri 3 - .. _ —._ .w.w-� .. ..-. ...—. R -. _ r �I _wa w _Yr '•I 11►• fe+I - _- . ti K' y--- -- 77 14_ --- _ , � t♦ .E. KEYNOTES ell 12 _ .. , ,v-� ` � ... ;-•.� � I '_.' =x`-'`►G -" - ----- - - - -- -_ - --- - ==_ice_ _ � - - - - - ~ 6 r,:- ADA ' I' g •� " I e� N - 6' _-__ " '`: ti'_� " E ^'.:J. Mshl` .r+ .x I •"� • Jx / :y. ,.K • +•4 Nfl;�: yr'• _ .. 't:.' .w " +I"r.^K. .y� 1 r.". /.. -1 rti �^`:c s/..c, r.#'" :L,.. tom• ;+M r .'''/ ° :7' .w . ..:JQ,cq x•a,. r;: *.r'h, .a '..r'. .1°,. ..,-' ,y;,.,, y ., ,Jy;;, ' .,i. ?. ,a; ;�, ,, ..",� ► r �' - _. ' `-. � •,�./ 1 • �. +.. �'.X,. '%U 41i t..,�,�" �t'✓. r.., ,,,. � .•, 4� .,. ,•n.. "L °,.,ss- ., .,, •,.,+� v.a� `..•.,-r• •.,.4'�' '•r'7 •4 ^vG, a,k. , ' 'Y,• 4+.;; -,ti •ss..' .. 1 g =x: -NG %rA.0 'Dau• `.' •. �Y__Gf-JM►'EH�% STMTNOR T1?_ � R£1wC�'f �'S'.�G PARK•ti: S'y .._ __ `:n _:y=-. _- _ -___ ..� arr- E PLAN E)(,S-'NG S: :E*A.-< REur,% SCALE T • W VINCI. NEW _4%t`.S,rAPE 4p?E4--� .� - - - - •~ - - - _- �.l-. MOM'" S� '2/A0 z _ ^ , ' f L`WA A, MO RACKS (�� t7(TR,.GED DDh�DR '.. .uRt3--SEc �t i.,., 3/AL ' W PEDESTR,raty CRCSSNA,9. ACA __ _. - .__ n �- ^^_:^ ASPHALT RETRO RfFtECTIVE ' T 9crCLE =Apr%',, �a-_ _: ° _=s;t5 ;° _ :R V) NLA+C iNT_C F•RES04 ASP4ALT PEVAM vhi.!'A.W:tt •„ I . E7c. --,:":APE AREA ': _uAa w z EXIS aiNG %ARKINC T'v REUA.`- u < ' do if 14 r w\;tib -- ,� w ` (. A,a �._ _ STRIPE EXT _ -.- - - � Rf;,.Ct;s�t 5' �c- 2f�►G 2. 'Rt ,: o i .. u } NC7. PROME WALL V004TEC RACKS FDIR 3 &CYCLES Rw C^RA 941KE RACK INC . OR AP000- /Er EOr'Al . 4 ADA DETECTABLE CROSSWALK s BICYCLE RACK T WALL MOUNTED BICYCLE RACK ' 49:�o j ."IuDED :0%CRE E CvRS SET ih �- E007Cr CEArEh' SEE OF FJM9SH v.RUCE ! 's—Eo :;^rE I �,�, • , ' r 4 i �X u�x �'� 'tiLEcS OiGv: t s A RF'vtEA LO�!NG 2�E NOT SCfWALKS HA/c LI:H 12- - 04 1111111111111111111 7 ` v4'tWAx HEtUOTRWS . SHE" Bup G PE;,Si0£Ak.K v— * _ ------ - - - - -- 12-29-04 +------ CURB --S �� g — _ CHID z,,• TEXTURED SURFACE PER t z WA OSSC SEC 00 16G — -- t yAx rs - -AOA DETECTABLE ADA G£TEGTAB�E ,�- i-'�• \ CROSSWALK AP'')� CrMft. ; CRMWALrc t--D+AMQ*tD pATT, �TEXTURED SURFACE PER CSSC sfc. '108.16cine RAMP A © . 1 ADA DETECTABLE CURB RAMP e" ADA DETECTABLE CURB RANAP s EXTRUDED CURB �0 SIDEWALK SECTION bopaocs-00023 T' _..... .,.._..............._.w.^.._.,...,n,......^....-.w,.,w+....,..-...... _ ..,-....... ......-... _..... .._. ..-._.. .. - .... ._.._ _. ... - ... .... .- .- - ...... _.--.. _.»,...... ........-...-.. .._. ... �. 7.MM�Y:..., i "k tau `:. P':kewie44 T:r -0LL '".r., ......... .. .:. :....... ...mw..+•... . ». ....».-,-.^,..e. •_•,+. ... ,:..:-.,.: .. .Me...c;a:,un en-. ;. .. ,, ...._ .•-+r_.-r+*r,.,r .... ,.. ...i... .._ __ ...___..,_......._...,.....__,..»._.....,._..... .#x,,,_• .o:L:M1.aWY%' lM1 FMw ' - . ..3 " ,...a- m,.,;.fi�IdFk�n:... ,;• i., [. .. .. f" r M .. ...I., ... PniM ,......ea6R..:.:.. _I T.,,ti..: ,.. :r.«a -rt•'. , LEG48RJTY STAIR Dass rA 1 2 ! �`l 1� 2 i:d i� iso 9 '9 20 2 22 e3 24 —s.5 2e c'— 2 2= : r " Q. 'yM• :06oz d �u 9 jw 11 milli's n .. ,. qae.•WrM.'!mahAi;M•iklp'k'M"'i+^...•'*.e^ . i.in yX,r•+ed,• hvrtf*alonw,v+..a+.r. ..-.. .. �, a ......,_ rt t , y: $! , - �,� 4 3 4 5 g 7 N 189'-G" 24'-0' 24'-0" 24'-0" 241-0" 24'-0" 24,-0" 24'-0" Ln - _ _ _. N ---r A 4 B D A F �u . — -- m N 0, (u BREAK WOMEN'S T.R. JL 0NILD ROOM S 212MEN'S T.R. 7 P 0 N N 1 SS-- 6 5 I N I 6 I C' d o rf�' J N, 93'-10 1/2" 3'-2" 0 6'-6" 2' 1 2" G'-6 1/2" - /2" 11 II �n All HALLWAY TS., 0 210 _ �� D 12. 6„ 6.. 14' 11" U < 1�\�� E M. ! 1 1 � 6 D 6 ),(&, `�� HB FUTURE FINANCING WAREHOUSE e ,, `\�` v MEZZANINE "7 I OFFICE ?08 .� 209 `~. b L)11' i 14 ( J D ESTIMATING ACCOUNTING `13.1 T3.1 K 207 I C 20 o �i 14 c 1013 12 206--A 12 SHOWROOM/ 11 II Tb.1 11 BULK SALES BULK SALES i t a 15 (E) ., u T3.1 10 I �, - r 3 15.1 j 15 u T3.1 II FAX/COPY !" - STORAGE ® 4 1 0 / 4 I I SALES OFFICE m _ _.-�____�� Qos_A T.3 1 1 W 301 203 - 1 s v I STOR. I DN -A L� _ 1� I II o SALES MANAGER - 1 - -� I II 1 0 OFFICE 1 --- i 13 204 L� ----- 1 I I D Li 00 H 1 (E) CJ CONFERENCE/ 4 1 1 H . H A 4 LIBRARY 1 - 1 EXISTING ELECTRICAL AND H ' 202 I i 1 I FIRE RISER -- ':! E I A � YA 1 1 I r-� `' --- � � �o - _I__. - - - - -- - — - -- I � — H o JJ L - - - - - - - -- - � L - - - - -- _ - - - - -- - -- - - - - - - — - - - - - - - - - ----- -- _ — x �t- 2 2 16 2 2 8 2 8 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 23'-0" TYP. U N.O. 22'-0" c, O __---- c_ ----- - _�-- ---- --------- - - - -_ 188 - -- —_ — --- ---- ----- * V 1 0 I, r NORTH NORTH O r� FIRST FLOOR TENANT PLAN 2 MEZZANINE TENANT PLAN N Q T'i.1 1/8" a 1'-0" TV 1/8i - �' o" 0 U N ARCHITECTURAL FLOOR PLAN GENERAL NOTES LEGEND 'PARTITION SCHEDULE KEYNOTES TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE WHICH 01111 ROOM NUMBER (� FURRINS WALL -- 3 1/2"x25 GAGE STEEL STUDS O 24" O.C. TO O EXTERIOR SHELL WAIL (UNDER PREVIOIJS PERMIT) EXTENDS UPWARD ONTO `HE WALLS AT LEAST (5) INCHES ABOVE FINISH FLOOR. ALL WALLS l� SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TC A MINIMUM HEIGHT OF 4'-0" 101-A DOOR NUMBER R-1310'-0A.F.F. PROVIDE 5/8" GYP, BD. O INSIDE FACE. PROVIDE DRAWN gr SMR/JM8 ABOVE FINISH FLOOF+. WALL FINISH MATERIAL 5HALL BE WATER RESISTANT. SEE ROOM FINISH O EXTERIOR SHELL STOREFRONT UNDER PRGVIO!1S PERMIT CHECKED BY Jh,B R-13 BATT INSULATION, ABOVE. 10'-0" AFT. PROVIDE VINYL ( ) FDO FLOOR DRAIN FACE 'STICK PIN' INSULATION. PER SHELL PERMIT. SCHEDULE. O SHELL PILASTERS (UNDER PREVIOUS PERMIT) �J FIRE EXTINGUISHERS SHALL BE ..(ICATED AS REQUIRED BY SECTION 1002, UFC. VERIFY --- EXISTING EXTERIOR WALL ❑ TOILET ROOM WALL -- 3-1/2"X20 GAUGE STEEL STUDS O 24" , Bw w w w w w w w r w w w w w w w w w w w w w w w w w w w w w w w w re QUANITY AND LOCATION WITH FIRE: MARSHALL NEW INTERIOR WALL - - O.C. TO UNDERSIDE OF FUTURE MEZZANINE. PROVIDE S/8" O4 ALL CABINETRY/SHELVES/COUNTERS SEE PARTITION SCHEDULE WATER RESISTANT GYP. BD. ON T.R. SIDE, PROVIDE 5/8" GYP SHOWN ARE FOR UTA;RAMATICAL — -- --- ---- - --.__ _ __ kLSH GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL BD. ON OFFICE SIDE. PROVIDE SOUND BATT INSULATION. -- PURPOSES ONLY. TO BE PROVIDED - cxanw: ro - - -" aNOD(L .nu _ EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS E EXIT SIGN SEE DETAIL i/T5.1. BY OWNER. ---- ___. _ — — - +J �. LOCATIONS SHALL BE TEMPERED OR OF .AN APPROVED SAFETY GLAZING MATERIAL PER + HOSE BIB REFRIGERATOR BY OWNER. 1! SECTION 2406, IBC i INTERIOR WALL -- 3--1/2"X20 GAGE STEEL STUDS 0 24" O.C. 5 I 1 cl TO 6" ABOVE CEILING. PROVIDE 5/8" GYP. BD, ON BOTH 6" CONCRETE FILLED BOLLARDS -- SEE LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER OF.E.C. FIRE EXTINGUISHER CABINET SIDES. PROVIDE SOUND BATT INSULATION -- SEE DETAIL 0 SHELL PERMIT DETAIL TIN 1203 AND 1205 OF THE IBC. 1 II 0 SECTION 2/15.1. —SS— SANITARY SEWER MOP SINK (HOOKS FOR MOPS ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN 7DJ STRUCTURAL BEARING WALL W/ 5/8" GYP. BD. EACH FACE -- PROVIDED BY OWNER) ' 1 �1 ISSUED C)AIE 1 1 SEE STRUCTURAL do 3/T5.1. PROVIDE 5/8" WATER RESISTANT 1 1 DESIGN: 11-30-04 SECTION 719, IBC FOR SMOKE DENSITY AND FLAME SPREAD. NOTE. GYP. BD. ON T.R. SIDE (WHERE OCCURS). PROVIDE SOUND C8) PROVIDE BLACKOUT VINYL ON INTERIOR FACE OF � 1 _ _ PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" PER SANITARY SEWER LINE SHOWN IS STOREFRONT i ! - DEVELOPMENT REVIEW. DIAGRAMATIC--CONTRACTOR TO BATT INSULATION. � 1 r- SECTION 1008 1 8.3, IBC ON ALL OCKING ENTRANCE DOORS--COORDINATE WITH DOOR �� MICROWAVE BY OWNER 1 i I 1 12-06-04 MEET ALL REQUIREMENTS SET ❑ MEZZANINE_ INTERIOR WALL -- 3-1/2"X20 GAGE STEEL STUDS E � I - I SHELL BUILDING PFRMI SCHEDULE. FORTH IN THE UNIFORM O 24" O.C. TO UNDERSIDE OF ROOF STRUCTURE. PROVIDE RELOCATE EXISTING ' 1 �I PROVIDE EXIT ILLUMINATION PER SECTION 1006 OF THE IBC AND SIGNAGE PER SECTION 101 1 PLUMBING CODE -_ 5/8" GYP. BD. EACH FACE AT MEZZANINE. PROVIDE 5/8" GY' , C3> SAFE--COORDINATE WITH OWNER. I i i I 1 t2-29-G4 BD. ONLY O BULK SALES SIDE OF WALL AT FUTURE MEZZANINE. II T.I. PERMIT•01-18-2nr'` OF THE IBC. PROVIDE SOUND BATT INSULATION -- SEE DETAIL 1 AND 2 11 PAINTED COLUMN TYP. L _ r A RECITE NUMBER --- SEE SHEET 15.2 AP.)LICABLE CODES: ALL WG-'< SWLL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND FOR SCHEDULE 13.1. 12 PREVIOUSLY PERMITTED LADDER/HATCH 1 SPECIFICATIONS .ANO STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, LOCATION TO BE RELOCATED TO STORAGE #301 i 1 1 _ LOCAL CODES. PROVIDE R-13 BAri INSULATION. ATTACH W/ STICK-PIN _ __- 1 THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS [F] SYSTEM TO UNDERSIDE OF ROUE. t 3 PROPOSED LOCATION OF �- --- � - / r I OF THE DATE OF THE CONTRACT DOCUMENTS. LADDER/HATCH. NOTIFY A/E OF ANY �r w - - - �' - - - -- w w - �' w i nanw I`jc r t r PLUMBING WALL -- 6"X20 GAUGE STEEL STUDS O 1'-s" O.C. LOCATION ADJUSTMENTS PRIOR TO / TENANT PUN CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED G TO 6" ABOVE FINISHED CEILING. PROVIDE 5/8" GYPSUM BOARD CONSTRUCTION OF FRAMING. I INSPECTIONS. ON BOTH SIDES W/ SOUND BATT INSULATION AND W.R. GYP. BD. C4) MEZZANINE ABOVE AREA OF WORK I ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF ,11E ADA. AT TOILET ROOM SIDE. 15 DETACHABLE GUARD RAIL --- SEE 3 ALL. DOORS AND WINDOWS SHALL. COMPLY WITH APPLICABLE ENERGY CODES. 6"X18 GAGE STEEL STUDS O 16" O.C. TO BOTTOM OF STRUCTURE. a H 1 AND 7/13.1 11111'2005-000`3 1111' 0t I 0 0 T 1 ,0 PROVIDE 5/8" GYP BD. 801H SIDES. PROVIDE SOUND BAIT 13111'2O(!5-(IOO`? ALL. RACKING TO BE PROVIDED BY OWNER AND PERMITTED SEPARATELY. INSULATION. -- SEE DETAIL 4/T5.1 CANOPY ABOVE -- PER SHELL, PROVIDE BACK LIGHTING W/IN CANOPYNORTH ) �,L'-�I 1 i � a• 17 FRAMING ONLY FOR FUTURE MEZZANINE 0/ KEY it ?8 GUARDRAIL -- SEE DETAIL. 12/T3.1 11.1 NUT TO SCALE JOB NO,. 040103.01 C ._. .... .. ..._.-.«...._-...a..-.,.-........., _ .__., s.. .. a ,+,., - a..wt , .... ♦ r r .i , ::• _.: amarwalf> Y» C LEGIBILITY STRIP Cl11 Iilllnli iuijlnl ilii�iiii luijilil}nnilln'Illlllln nIIjIII111IIIIIuilullliiii 1iujllil`lul{Ilu�ulljilul' I Ijluljtnlllullnu�lnljnu+nl11u11IIIujnlllunjn1111nllllrjlll!!IInIInnUl1 1111] II I 0maal i„ 10 1 I 1211 III' 13111 ilt1411ill6 17 IS 19 210 21 212 23 24 215 26 27 ?�3 29 G fill J IIIA J t l i I O � HDru cy107, I 1Q i • L 1 � I �,ta�l.� - - W ; tr I . I Mao .Y I 1 , �� :r.Mi 'A .!,:. y. 'i•,:.e1 :.'k:;:t't u , '.i. , ..'o i 't IP.lV A .Er tlr 1:' ... .V r ,,.1v . �2•✓1.M1,.., .1 rf ....5 :..:•. a..'u.. �,.%•. . . r ,';:. 41"e1 :. .I:; 'I .,1. . i 1 �I VN( /j ,� 0 , 3, 41 5 6 , 7 �B 9 , 1G, `1, i1 g1 N I r" 0 N , o :.. — � m --J�- �- - - - - - ---- - — - — - — -- �_ - N g'-0" AIF W M T.R 1IE R. m N 1. � • Kom E.F q F. F m N N oSon if 8. SGYP_OFFIT�■ mii:: :. ifrr m m m mrmr. � � � 1 �', :wwAy� 10'-0' A.F.F. I FUTURE r MEZZANINE 1 ZZ E FI C NG 02 1 w RE OUSE EXPOSED 1 9'-0" A.F.F. OF 9E _-_y=�"� , STRUCTURE I r �i 1 � i 1 -0" A.F.F. EU MA IN 1 ° r C U TIN ----� 1 O O O 1 O 1 O -------� 1 1 .� BULK SALES 0 1 © r 1 I u LIGHTING LAYOUT 1 9'-0" A.F.F. m m m m m r � ® w BY DEFERRED 1�' SUBMITAL I u' 9'-0" BULK SALES 1 GAP. BD.vTr AX COY ---� 215 O L EXPOSED 6'-6" STORAGE STRUCTURE 1 LIGHTING LAYOUT fo -- VARIES BY DEFERRED 1 T51 SUBMITAL EXPOSED SALES OF ICE S� STRUCTURE 1 9031 - LE M AER =_= FFI 'E EXPOSED LIGHTING LAYOUT --- STRUCTURE O BY DEFERRED _ 1 ___ I SUBMITTAL 9 D" r -7 W A.F.F. O O O j ON FR NC EXISTING V) 1 1 L Y i A i =E O O O O z Z ; _ _ U I----------------------- 1/� Y • rF' I � r t NORTH NORTH �,,� 0(&��S7�LO�OR REFLECTED CEILNG PLAN CEILING SUPPORT SCHEDULE 04�� ZZANINE REFLECTED CEILING PLAN ^IJOIST SPAN FEET JOIST NOTE ` V1, 8" - 0-5 600125-27 0 24" O.C. I, N„ N _ 6-10 600$125-30 ® 12” O.C. U �.- 11--15 60OS125-30 0 12" O.C. 1 16-20 6005162--33 0 12" O.C. 1 REFLECTED CEL14G GENERAL NOTES NOTE: 1) INSTALL BLOCKING MIDSPAN OF JOIST--MATCH GAUGE PRAWN gr, SMR/JMB AND SIZE OF JOISTS CHECKED BY. JMB A. THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES ONLY. SCHEDULE APPLIES TYPICAL ALL GYP. BD: CEILINGS. B. MLCHANICAL AND ELECTRICAL BY SEPARATE PERMIT C. FIRE SPRINKLER BY SEPARATE PERMIT NOTE: PENDANTS & CAN LIGHTS D. PAINT ALL EXPOSED CONDUIT, JUNCTION BOXES, ETC, TO MATCH ADJACENT SURFACE. ALONG EGRESS PATH LSN E. PAINT EXPOSED DUCTWORK do SPRINKLER PIPING--COLOR TO BE SHALL BE CONNECTED i DET ERMINED. F. LOCATE SPRINKLER SYSTEM IN BULK SALES 201 do 215 TO EMERGENCY POWER CONSISTANT WITH EXPOSED STRUCTURE THEME. SUPPLY ISSUE LEGEND DES,GN. 1 1—?U- U4 e------- ABOVE FINISH FLOOR ELEVATION NOTE: EGRESS PATH LIGHTING TO DEVELOPMENT REVIEW. 12-06--04 BE MININIMUM 1 FC. ELEC. SHELL BUILDING PERMIT. ACOUSI!CAL TILE CEILING GRID SUBCONTRACTOR TO 12-29--04 + O RECESSED CAN LIGHT VERIFY. T I. PERMIT O1- 2005 2 X 4 FAY-IN PARABOLIC FLUORESCENT FIXTURE 2 X 4 LAY-IN PARABOLIC FLUORESCENT FIXTURE, `- CONNECTED TO EMERGENCY POWER SUPPLY u C>Anwlr�, 11TH-E REFLECTED CEILING PLAN FINISHED GYP BD. CEILING i O E.F. EXHAUST FAN t T29 �] 1,,4 SURFACE MOUNTED FLUORESCENT FIXTURE V r " IVtiilll Jl I GL!11 EGRESS PATH lit 1f12no5-oo023 � J c►f:IN 15 JOB NO, 040103.01 �� • ,.. . ... ....._...,.,-,..,.......—,.,. ..:..._ ._. ..:--- _,.. .-.,.. -__,.-,•,• .,..,.. ... ,.�.. _..,,..,..,,..,,...,.. .:�•„�.Mc., --.,._.._.«. ,:..r.;,n�pp„�,..+u� "..�.�T .. . ,. ..: r -+. ,ra>Ilw.wiw..tiuh wu�al - �....- ,M -- ..�.,.,, „w --......•- �---- t!Il liif ilil'! i I ( 1' iI i, I c(+� , III 11 IlI., II •dill 111 +Nlr NII+lUI llt +1111 IIIl�IIII ltli+tlll Lil�{Til IIII+II{I Nil+IIII III!�litl 1111 illi I.II ! itll all! 1111 IIII Ilii IIII IIII'Ilil tlll il!! Ilif ilii IIIA fluilli ?!il� }i MI ! I' LEGIBILITY STRIP „ W + I 1"1 r + + ; I 1 1 I ll, Iomro•+.� Ip I I 12 13 14 t rg 17 19 19 20 21 22 23 24 25 26 27 2'8 2.9 30 UI 9i 4 N�NI t lot i �om puma Im r + ,. • y' n i+1 .',i�y „,.:..:.+nr ., :' .'if t �,,:,,_: :.,a ..i t .:.�;. �' i .:h i � ,+.:, Vr .. 7f 7 717771777 r 1, Aa 26'_0"t r7 !�!7 � i--- GUARDRAIL —+ --- Y )- 0 E IST. G _�.J -• �_�_;J_i_tJ.,l1_J � 12 ROOF711t4• w � o — „� �-- BENT RIATE i I I to t FUTURE o STORAGE I _j rn MEZZANINE 1 SO I 6 MIL, OVER TJY ♦ ,n C I r i __2X4 DETACHABLE �� GUARDRAIL a r _ L �G �°y 3" -- ALTERNATE LOCATION OF ATTACHMENT TO eMI -O" _ , I !� � Fu12'—Q"R AFF - I ELEVATION 2X DOUBLE VERTICAL STUDS - - �MEZZ. FIN. FLR. FUTURE MEZ7. - -- - N z o I Q tax 3"xREQ'D WIDTH WITH (2) 3/8"X2 1112" * 0 w —T5.1 I s LAG SCREW, Til W/R 1 1 SOUND v I ATTENUATION INSULATIO LING • I I - _� _ — -- — - _ �— STUDS -o' / _ 2X DDUBLE VERTICAL T 613'-6" SOFFIT _ CEILING ` ,%ft�'� 04 ESTIMATING ACCOUNTING 207 �� 06 N - 2X WOOD POST BULK - WOOD STUD WALL BULK SALES BULK SALES - W/R-11 SOUND SALES OFFICE ACCOUNPING SALES '01 ATTENUATION INSULATION 201, 20J [70�a [?1� R EXIST. S 2 SAWCUT SLAB FOR LAB S7RUCT. FOUNDATION3/16" BENT PLATE _ i 2 112" .: FIN. FLR. * FIN. FLR. ! _ _ 1 --- i ` � SECTION NORTH/SOUTH SECTION t @ STORAGE MEZZANINE 2 NORTH/SOUTH SECTION @ FUTURE MEZZANINE 3 DETACHABLE GUARDRAIL d T3. 1/2.. - I'-o" T3. 1/2" - 1'-0" I .a J —�- STORAGE STORAGE STORAGE 3 i2 FMEZZE CONFERENCE/ 301 301 301 T3.1 T3.1 302 LI�BERARY GUARD RAIL --� 0 WALL BELOW --\ I IL IF ------ I - DN. W T3.1 � / FLd ' JI, -U a T3 1 - _-�_�` _-- -�� _ t 00" (2) LAYERS 5/8"1 I 11 TYPE 'X' GYP 6D _ V UNDER STAIR _J V. 6 1 r -U 1 4,_0,. 4,_0„ 4._0" 4'_0,. 4,-1., \ I c 20 TRE" aS ® t t' I8'—a" 4'-1' I STOR GYP. BD.-1 T3.1 BULK �, ;;, a 216 / - BEYOND V v a SALES a ui F t WOOD STI. WALL'Wl r- OPEN _ T3, 5/8" TYP X' .GYP. D. J J UNDER LL EACH FAC ` STAIR -J Z 3 � "2X6 PT KICKER PLATE W/ 1/2" EXPANSION BOLTS AT 12" O.C. I I I I J �. N TH MEZZANINE STAIR PLAN re--)i, RELOCATED SAFE -�'�---- 7 STAIR ELEV,�,i"IOM 0 s ENLARGED S AIR SECTION _ _ 0 T3. 1/4" 1' 0" T3. 1/4- - 1'-0" C� N 0 .tG. 1 -1!2" MIN CLIP HAND ►All _ 1 1/4" DIAMETER SEE 1 1/T3,1 I /� WOOD HANDRAIL / ! — OPTIONALRUBBERRUBBER X 12 TREADS READ W/ DOUBLE 2x4 TOP PLATE HANDRAIL - F�--- 2 X 6 TOP STAIR �— 1/2" RADIUS �— GYP. BD. OVER STUD VALL-- SEE / .: • RAIL �� CHrCKEDrBy MRM©MB � P,ANS -- PROVIDE 5/8" BLOCKING AT SIM. / � I d 1 X 4 / -------- 1/2" PLYWOOD RISER CONDITION FOR GUARDRAIL /-- 2x4 POST AT 4'-0" 0 �. 4 x 4 VERTICAL !/J — -`--V - NEW 5/8" GYP. BD `� i� CIL w I 1 112 /— 2�(4 RAILING • • ON EXIST 2 X -- _. V_ - STUD WALL -� OR r -- 1. x 12 TREAD 1/a _ OF 0 OPTIONAL � � 3�8� � -0" e � 6' RUBBER BASE w M -- 1 3/4 X t 4" I "" -- _ _ F - — iv STRINGER J 2 x 12 STRINGER BEYOND T.O. HANDRAIL ISSUED DATF 1 _- ABOVE NOSE OF TREAD 2 X 12 CU'i N - - ---' - X DESIGN: 11-30-04 STRINGER �/ 16d 0 � , A35 FLAT -- WOOD HANDRAIL V — DEVELOPMENT REVIEW 12' O C STAGGERED - _ `\ 12-06-04 - �\ j '`—_ _ � — 3/4" PLYWOOD MEZZANINE FLOOR .,HELL BUILDING PERMIT: 1 CUT 2 x 12 STRINGER K \ - 2XBl.00iNG ( I o I - -- - - ( I — HANDRAIL BRACKET O 5 0 O.C. 2 ROWS \ _ _ t 2-29-fJ4 r MAX. TOE KICK T.I. PFkMIT:Ut-18-2005 " 16d 012" O.C. - STAGGERED CONT- 2 x 6 I•'- 3/4" DIA. BOLTS l� W/ 3" CIA , \ SEE STRUCTURAL FOR ADDITIONAL. DRAWING TITLE ° CONT. 2 X 6 W/ (2) 16d - ii ,i WASHER, TYP. 1" , O EACH L STUD. 16d I I I 1 '" -- — _ J II I, - 3/4X2.5 TRIM 2x8 WOOD DLOC''ING OR B" WIDE INFORMATION MEZZANINE SECTION 012�O.C. TO BLOCKIN BOARD 6 GA. METAL CHANNEL ALONG STA1.; PLAN do DETAIL' C)NT 2 x 6. FACE NAIL I I I I 1 j W/ 16d 0 12" O.C. ii Ii - 2 x 12 CUT LENGTH OF WALL WHERE SEE 3/T3.1 FOR DETACHABLE STAGGERED --LI V '4L STRINGER J 1` LAYERS OF 5/8" -J - STUD WALL-- APPLICABLE _ .�:__-�.,��..: --.,�-�_._,� GUARDRAIL 1 ( I WHERE OCCURS TYPE 'x' GYP. BD _ ,-� T3 . 1 �-= STAIR STRINGER & HANDRAIL io WOOD STAIR TREAD � RISER �� TYPICAL WOOD HANDRAIL �2 TYPICAL WOOD GUARDRAIL main :51 172-lu T3. 1' = 1'-0 T3. 1 1/2" = 1'-0" 05100-20 MODIFIED T3. 3" = 1'-0" ^61no-22 T3. 3" _ ,'-o" F'111'2005-00023 , 4 3of4*15- J H NO _- _w_ 0 4U1Q.� G1 ,w',, Cm II„I,I,hIYIIIIfII II,,IIIII IY!Illlli UIIIY:U TUI II 111!111{1 IIIIIIIII IIIIIIIII 111!1 ►1 �Illl 11111111111111111 ILII 111 1111111 IIIIIi11Nlllllt rlllllll (111111 I[IIIIIIVt, ,IIIIIIfI 1111111111111111111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII III1111Y!illlllllll+1111111!1! LEOI@ILTY STRIP ( (� I 1 3 I 1 12 13 14 18 17 18 19 20 21 22. 23 24 25 26 27 28 29 310 ,Ilityl rr I}t Ft 1�,M14r ,I 11 OI "_4LW�W�I.W4;fj, MONI •�ta u _a � ry..••-„,r..:_....._. __. _ _ �i rya r,. I I 1 61111 ill .,I11- .. willoil _... ,, - ... .. ,.. ... .... ;. .. Yr.v�I.«, "+.rM!.a.w6w�.IY.,. t7A.�A1�!i�.��.d-.41. �'�i1jl ".ls • ,I� �!*� -. . "Ill .. ,. 7171TWMI”W ., . dh rwr!i pq wr s.9. 0 f CMU PILASTER EXISTING CMU WAIL N FURRING WALL - -� ROOF DRAIN AND PER T1.1 / _11" d'--7 1/2" O.F.D. PER SHELL -- --— P RMIT r` ,e �4 < 00 1 DOTE: ALL ACCESSIBLE TOILET ; Z n N<41 / MIN. _ —_— _ IL STALLS AND ACCESSORIES 36" \ SHALL COMPLY WI-H UBC SEC. OMEN S T � y MEN'S T.R. 12" L) MAX. 42" MIN. MIRROR 1 109.10.5 AND AGAAG 30. a ld a L , ; 5 5 36" MAX. \\ SEE PLAN FOR FIX'*URE 9 CRAB BAR-- PER I PLACEMENT PARTITICNS AS 1` STOR , ADAAO 29 PAPER TOWEL DISPENSER I I LUSH ` INDICATED ON PLAN r� & DISPOSAL i T!+ ~ 14 I I —'-- MOUNTED TO (WALL- L_ v WAINSCOT I I I I 1 PROVIDE SANITARY �--.-� I _ _ SEE FINISH � � NAPKIN DISPENSER SCHEDULE — x l 1 1/4" TO 1 1/2" I I — IN WOMEN'S T.R. c I I1,- I . FLUSHVALVE ' LAVATORY 10 CONFORM---/ 10 1/21, , 1'—10 112" , I i '`> OPEN SIDE TO ADAAG 31,32 2'-2" 3'-2 1/2" 1 3'-6 1/2" S'-10 1/2" I ` I �~ M OF ROOM7 LA\1ATORY PIPE N M V GRAB'� W) GRAB 'tAR i r OR STALL INSULATION a�ai.ra+ PAPER DISPENSER V-3" MIN. NO SCALE SEE PLAN SIDE WALL BACK W/Ul WALL MOLMM LAVATORY PAM TOwF-L DISPENSH r- ENLARGED TOILET ROOM PLAN 2 FIXTURE MOUNTING HEIGHTS 3 ' GRAB BAR T4. 1/4- _ 1'-0"^ T4. 3/8- - 1'-0* T4.1,J NO SCALE 10800-01 i' KEYNOTES 0 ACCESSIBLE WATER CLOSET SEE DETAIL 2./T4,1 OMIRROR 24" X 36" HIGH MOUNTED AT 3'-4" A.F.F. WALL MOUNTED LAVATORY -- SEE DETAIL 2/T4.1 OGRAB BARS --- SEE DETAILS 2 & 3/14.1 OSURFACE MOUNTED PAPER TOWEL DISPENSER TBD OSURFACE MOUNTED TISSUE DISPENSER TBD �- p SURFACE MOUNTED SEAT COVER DISPENSER TBD W Y LJ W L� O ADA 5'-0" TURNING RADIUS CLEAR FLOOR AREA--FOR REFERENCE ONLY VO r�+ 4< Z Z ". L � . Z C 0 0 j N � U DRAWN BY SMR/JM" CHECKED g. JMP y. ' Y OR . +. O O ISSUED DATE' DESIGN: 11-30-04 DEVELOPMENT REVIEW • 12-06--04 SHELL BUILDINC,, PERMIT, 12-29-04 T.I. PERMIT:01--18-2005 nA, r.iC TIT, F- ENLARGED T.H. PLANS. ELEVATIONS, do DETAIL T4 . 1 ffi w 11111'2005-00023 4 of 10 IS" + Y3 JOE Na: 040103.01 -- - .. rlrrl► �� ny/ifgl,rr.tart'tl�MtitaalrmkiYilydink!IIN�II:;< M,m:.+w,.w,,.,... „_.....y..,....y y"q, a:p .,�.,F:., ;:Y•. wM*.�T^"'- 1!+!��!il++!.-,e+ge.o� ... .. ..,.... .� . .. - —......,-.,n.+,--,-+++,++�.�+�w-_-.:._....—___..... ..._....... . _. � ��...,..,....- ..,,.--,� ,�..�,.w�R••Tnl,, ... .,.:+,.:mn.i. .. rw�ra.,�..ne�:•+�. 'kwWtlYta4M11.:�cw'W�. '�+ +rv�44a4+p:w:.eaa�nu,n s ✓�Il�' ,. ., I ' ��... r . I: 1111 I it ILII !,11'111 1 1111 F ILII 1111 Lill ILL ILII uil !li III � r t .. , LLl�ls11.i1'YrT!!M� fillllUilllfllllllillI (11.111,1111 Igi,11,7, IIIIIIII 1111,11,1i11111�11111 1a+IlUlillillillltlll11111111;1{IIIlilufillllillll�illi�l 11litulillillilliu! III ,11111 1111!! I II IIIIIIII �, ;, 7 I!!0 ILII 1I1>� 1 4 1 81 7 I B 1 9 2110 2111 r_'2 2 ? 2 a 2 5 218 217 2 a pmm.1 cm 219 30 � t 1 4 �k�af HONI 11 o I:. (� 17 r, � z .n"�.�...+.....�a.nw..w.,... I 111 I i u PON& r . .. ... .:' .. .. .. n :.,,..�.:r.«,..,,. .. ... .m1' 41M4Rdk`!Fi�"!'fi�l +�w+k`�au'+rY°4h+G S}*M� • ''.�rt . _. N:..iiHr41, .HMM+1..,�,1W�.eNo':.,r♦+y'r w',+;:..y .. .....,. .., ,:t w .:. ..... ..:, -... - .. ,. ,. :,-. .. . r, / DEEP LEG o TOP TRACK ") OR SLOTTED _ --- \� LEG BOTTOM OF a DEFLECTION yc STRUCTURE--CONNECTION PER V " TRACK STRUCTURAL BOTTOMOF STRUCTURE - _ METAL STUD �-- SECURE TO UNDERSIDE OF '` I ID in - MEZZANINE STRUCTURE WITH (2) �' r # N 0 3-1/2" SOUND ATTENUAPON BATT _ ` 0.138" DIA. POWDER DRIVEN \ ABOVE TOP OF CEILING FASTENERS MIN. y� '— SEE TYPE 'B' FOR DEFLECTION 0 N " _ \ -----—�_ —L.J .- RAC INFORMATION < 0 0 TRACK ry �, 4 r -�� \`--- 3-1/2" 25 GAUGE STUD BRACE AT ? �- SUSPENDED CEILING - \_� m N N s - - GYP. 80. CEILING O 8'-0" AFF. �I - ��. � 6'-0" O,C. <` �•� `✓ - `. 5�8" GYP. BD EACH SIDE ;o h ri ry CONT. TOP TRACK SECURED WITH ,-� N 2 p p TFpNATE: HORIZ. BRACE TO S M _ \ (2) lys SCREWS MIN S ADJACENT WALL �_ \ METAL CASING BEAD 3-1/2" SOUND ATTENUATION BATT SUSPENDED CEILING v a J x `` 3-t/2' SOUND t �� a CONT. TOP TRACK SECURED WITH o ATTENUATION INSULATION 5/8" WATER RESISTANT GYP 80. (2) �t6 SCREWS MIN T.R. SIDE METAL CASING BEAD i ` O `^ Tpm 3-1/2" SOUND ATTENUATION 3-1/2" 50UND ATTENUATION o g BATT �- - BATT I a 5/8" GYP. BD. - 5 8" GYP. BD. EACH SICE z — / - 5/8" GYP BD. EACH SIDE � BASE j� — BASE BASE BOITOM TRACK TO FLOOR WITH - �/ BOTTOM TRACK TO FLOOR WITH �r PLYWOOD SHEATHING PER - kNCHOR BOTTOM TRACK TO SUB POWDER DRIVEN ANCHORS AT 4'-D" POWDER DRIVEN ANCHORS AT 4'-0" / STRUCTURAL FLOOR ANCHORS AT 4'-0" G.C. /MAX) O C AND Al CORNERS AND / (MAX) O.C. AND AT CORNERS AND - ` (MAX) AND AT CORNERS AND ENDS ENDS - ENDS ,— BASE ACOUSTICAL `t SEALANT r it t ` INTERIOR PARTITION - TYPE 'B' 2 INTERIOR PARTITION -TYPE 'C' a INTERIOR PARTITION -TYPE 'D' a INTERIOR PARTITION -TYPE 'H' T5. 3/4" 1''•0" T5. 3/4" 1''-0" 09250-05 T5. 3/4" = 1'-0" 09250-05 T5. S/a" -- �" 09250-05 " I � V � - METAL STUDS-- SEE WAIL TYPES I --- 12 GA,, HANGER WIRES O 4'-0" I I NOTE SIMILAR AT ( I I / COMPRESSION RBACE, 1/2" STRUCTURAL WOOD I I ( / METAL CONDUIT � BEARING WALL �• NOTE: SIMILAR AT ^ ! / 2" MIN 12 GA. SPLAYED BRACE WIRES STRUCTURAL WOOD \ ` (ryp ) BEARING WALL CROSS TEE ,�-- GYP. 8D. GYP. BD. /,- I W w t - ALUMINUM TRACK � N MF.TAI STUDS - RECITE FRAME BEYOND 1- -- MAIN TEE �n CONOrnON . / -- TIMELY FRAME SLIDING GLASScr. TIMELY KNOCK DOWN FRAME / �' I I I �,.----- 5/8" GYP. BD. �� lii�.. Qzz TIMELY GLASS STOP I \ 3 1/2" METAL STUD \'\ o W 1/4" WIRED GIASS O RATEDCONOMON - S C WOOD DOOR OPENINGS OR 1/4" CLR TEMPERED In GLASS O NON--RATED OPENINGS I I V! • '.,1 Q p TYPICAL INTERIOR DOOR DETAIL a TYPICAL INTERIOR RELITE SLIDING GLASS WINDOW s SEISMIC BRACING FOR SUSPENDED CEILING Q 0 T5. 3" = 1'-0" 08200-01 T5. 3" 1'-0" 08500-12 T5, 3" = 1'-0" T5. '," ,'-CI" 09120-02 FRAMING -- SEE SHEET A1.2 - - INT. OR EXT WALL — ROOF OR FLOOR DECK � / 6x6X1/4" HSS COLUMN .—_ GLU-LAM BEAM PER STRUCTURAL -V --' '- Z DRAWN BY: 8RR/.IMF+ fL CHEC:<ED By Vlf 5/8" GYP. BD. -- -- -- - OTE 5 -- STOP GYP. BD. 6" ABOVE 0 o ACCOUSTICAL TILE -- PROVIDE A_ BLOCKING AS REO'D i-- 2 \ WELSH - NOTE 2 NOTE 6 \ �, DUC�` i I • • B OR NOTE 1 / I I \_ I — METAL STUDS - / I I ACCOUSTICAL CEILING TILE A FBF GYP. BD. CEILING 10'-0" ssuEU DnrE NOTE 4 DESIGN. 11-30-04 DEVELOPMENT REVIEW / I 5/8" GYP. BD. METAL FJRRINI, 12--06--U4 NOTE 3 - - - ---- STUDS �,. _ _ - 5/8" GYP. BD. SHELL BUILDING PERMIT \11, 12-29-04 ru TI. PERMIT:01 --18-2005 " MpX 4'-0" O.C. MAX. (N12 WIRE) — 6'-O"_MAX_ -_-_- - '---- IRE) -- -- 6" ME'4L STUD WALL WOOD STUD WALL 1. LATERAI. BRAKING O 12'-0" O.C. EA^H WAY, MAIN RUNNER TO STRUCTURE. BEGIN BRACING _. WITHIN 4'-0. OF INERIMETE AND 8" FROM CROSeRMEMBERS. DErAILNc iItLE 2. ADDITIONAL HANG OETNI$ 3. STABILII.CR BAR BETWEEN OTHEREMBERS 0 LARGE OBSTRUCTIONS, COUNTER SLOPE. 4. TRAPEZE DUCTWORK 5. CONNECTION DEVICE TO HAVE 100ti CAPACITY. 10 6, VERTICAL STRUTS AT 1:'-0" O.C. E.W• BUIvIa1n JI -000 ' HU{ ..Iu►5-(101)23 5ofM►g' T5 #LATERAL BCZAC94Gi FDR SUSPENDED CEILN�G io SOFFIT DETAIL @ SALES OFFICE #203 �� SOFFIT DETAIL @ HALLWAY #210 12 COLUMN FURRING a 09120-01 T5. 3" - 1'-o" T5. 3" = 1'-0" T5. r F� NI©: 040103.01L .. .................. ry ....._.�_,_.._..._•_-_. .._....._. ... ,.._...,..,w,....- ..„r..}._....f...,Y..a.M,,,... _ .._, .",.x+,�«Iw."x, ,.»-,,'tip m. ...iai,.u4. 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I DOOR 2,_0" ,�.�" 201 BULK SALES F- 4 B-1 w-1 W-1 — � pro FRAME DOOR2 -8 LASS I FRAME -* I N LIY F-1 --1 W-1 14-1 W-� A- . -1 1 - -- --- _ 203 SALES OFFICE F-1 B-1 A-1 w-1 W-1 w-1 C_t 9.-•0 IL Ir TEMPERED -- 'I` — / c!ASS � � /+ � / �—� 204 SALES MANAGER OFFICE _F-1 8-1 vv'-1 w-1 w-1 w-1 C_1 9 -0'- _____—__. ; ` • / / / 1 205 FAX CGPY_ F-1 B-1 w- , W-1 W-1 w-1 C-1 9'-0' o / 0 206 ACCOUNTING F- 1 B-1 W- I W-1 *-I w-i C-1 9 207 ESTIMATING F-1 B-1 W-1 6-1 W-1 W -1 C-1 y -p - • o / I 08 FiNANCiNG F-1 B!1 W-1 W-1 W-1 W-1 C-1 9__0 K L I o / 1 209 WAREHOUSE OFFICE F-1 B-t W-1 W-1 W-1 w-I C-1 5 -0 �' \ \ f• \ t` \ - 210 HALLWAY F-4 B-1 W-1 W-1 W-1 W-1 C-2 -6'-- T \ \ \ 211 BREAK ROOM ~F-3 B-1 W-1 W-1 W--1 W-1 C--2 0 \ \\ o \ C) of \ 212 WOMEN'S T R. _ F-2 _ B-2 w-1 w-2 W-1 w-2 w-1 - 2 w-1 w 2 C-2_ I? -0 NOTE I 213 MENS 7 R F-2 B-2 N-1 W-2 w-17-w-2 W-1/W-2 W-1 W-? _ C-2 8 -Or NOTE I \ ; \ \ ---_ _ - - - — — - --------- 214 STORAGE F-4 _B-1 w-1 W-1 w-1 w- 1 — C-2 ------ 215 BULK SALES ~— -� _ F-4 B-1 W-1 W-1 W-•1 W-1 C-4 -- NOTE 2 ! n216 STORAGE -- -- -- - - -- -- -- -- ��- ' STORAGE• F-5 C-3 302 FUTURE MEZZANINE -- -- - - -- - - C-3 - - NOTE 1'PROVIDE PLASTIC LAMINATE TO 4'-0" A F F. ON ALL T.R WALLS NOTE 2 PROVIDE FRP TO 4'-0" A F.F ON ALL WALLS WITHIN 2'-0" OF MOPSiNK 1 RELITE SCHEDULE T5 1/4" - 1' G" ROOM FINISHES INDEX r FLOOR FINISHES CEILING FINISH F-1 CARPET C-i SUSPENDED ACOUSTICAL TILE F-2 SHEET VINYL C-2 PAINTED GYP, BOARD F-3 'VINYL COMPOSITION TILE C-3 EXPOSED STRUCTURE - PAINTED F• 4 SEALED CONCRETE C-4 EXPOSED STRUCTURE F-5 EXPOSED BASE WALL FINISHES B-1 4" RUBBER BASE - TY P, w-1 PAINTED GYP. BOARD B-2 6" RUBBER BASE 0 T.R. WALLS W-2 PLASTIC LAMINATE 4' •0" A.F.F. • ALL FINISHES FINALIZED AND PROVIDED BY OWNER l r DOOR SCHEDULE �.—. LLJ L TYPE OPENING DOOR FRAME ASSEMBLY CY_ NO. TYPE WIDTH HEIGHT THICK. mArt. FINISH MArL FINISH HDWR FIRE RATING NOTES 102A EXISTING 102C X I TIN • -- --- �•- - - _—----- --- -- --t—..---.---.—_ .—� v--_-- - --_ ! 21A - ? -0 -- _ ALUM PRE.Fiwl;N p ALUM PREFINISHEC, _ 5 i — 2024 - A 3 -0 7' -0- 1 3/4" NSC �� CLEAR STAIN HM — PAINT 1 -- A - 7'- 1 314' CLEAR STA! HM PAINT 1 204A A 3'--07'--0 1 3/4" CLEAR STAIN HM PAINT 1 - - - - �A 3 - 7 -0 1 3 4 CLEAR STAIN HM PAINT 12C6A A 3 -0 71-0 1 3 4 CLEAR STAIN HM PAINT 1207A A 3 - 7 1 4 _ AR TAIN HM PAINT _ 1 -- -- W 08A A 3 -0 7'-0 1 3 4 ,C CLEAR STAIN HM_ PAINT 1 -- -- �y 209A C 3'-G 7 -p 1 4 SC CLEAR STAIN HM PAINT 1 OSB _ A 3 -0 ? -O 1_ 4 G— CLEAFTAIN NM PAINT 1 21'.A A - 7'-0' 1 4' CLEAR STAIN HM PAINT 4 -- -- �J 1 A A 3'-- " 7 -O 1 4 S GEAR STAIN HM PAINT 4 14A A ' - 7'- 1 4 AR TAIN HM PAINT 3 215A B 8 -0 8 -Q - - -- --_ -- 2 1 A A 3 -0 7'- ' 1 4 CLEAR STAIN HM PAINT 3 -- -- T O ABB.�EVIAT10NS HARDWARE TYPES AL ALUMINUM 1Q 1 EA. OFFICE LOCKSET � 1 EA. PASSAGE LATCh (1 1 EA. STORE ROOM LOCKSET N GL GLASS 1 SET SILENCERS 1 SET SILENCERS 1 SET SILENCERS U Sc SOLID CORE WOOD 1 EA, WALL STOP 1 EA. WALL STOP 1 EA, WALL STOP HM HOLLOW M�TAI_ OR HOLLOW METAL KNOCK-DJWN 1 EA, CLOSER I NOTE PROVIDE ELECTRONIC OPENER Nuf� 2 PROVIDE MANUAL OPENER (4) 1 EA. PRIMARY 1 EA. ENTRANCE LOCKSET LOCKSET DRAWN eY SMR/.1MB CHECKED BY JMB 1 E.4, OCCUPIED 1 SET GASKETS INDICATOR 1 EA, WALL STOP 100 SERIES DOORS PER SHELL PERMIT 1 SET SILENCERS 1 EA. CLOSER UNLESS NOTED OTHERWISE 1 EA, CLOSER 1 EA. WALL STOP 2 WELSH ill EXTERIOR DOORS TO BE PROVIDED W/ PANIC HARDWARE -- SHELL AND T.I. • • OF _ =SIJF_D DATE J • TEMPERED 6,• � 3 1� '" Ti'p DEVELOPMENT REVIEW. / GLASS 12-06-04 SHELL BUILDING PERMIT. _ =s - 12--29-04 TEMPERED T.1. PERMIT:01-18-200') GLASS (L I FLUSH DOOR SOLID ELIASON HIGH IMPACT TRAFFIC DOOR RELITE SOLID CORE WGOD D �TORIIRONT DRAWING; TITLE CA CORE WOOD HCP 10 -- VERIFY W/ GWNER H EXISTING SCHEDULES Y T5 . 2 DC OR TYPES � a I�lillll .11 ILL 111 1311112005-00023 4 6 of'*l,r JOB No: 0401 U3.0 1 L G s .. _.,.................... _.....- ..�._....-.. ......_..,e�..,,�....,.r....,...,..-...,...,w.".,.".�.r+.s.-..mom.-..o+..r...... _..,.a,.+.+...vr�r..we..++....anwn.,rn.wr�rw.+.,�„a..., SRT",rm,..Y...,...,,.--,�.,.......,-. .._.. ...... .._.._.-»..-.«,_......_._...__...._, ..... ..-...—._.,....-.-......_.-....,...................,...ww..........-...,.-...—r.......-+r . ,..,, ,WGnW.r+AWi'vsaY +w�MItlYBPSYiFai .7,� .. .. tf'd%'�AIM1!a�, `:�_..: ..•' :: '' I;IIU TVI, IIII Illi 1111 II11 ill! ilil TNI 111111111111111111c Illi IN111111 Illi TUI !Nd lilt !Ia III! 11ii UII Illi 1 # l I T II I ( 4 I ! i I I ! ► ( ( ! 1�1- IutGil, 0111 - LEGIBILITY STRIP ^T � � � � �nl;�nu Iln�l,u n 11,11 nn 1 Inllu+ ,,!,I,III'' � �! 1 1 ( 1 If1�111111rI�IIII'INI�1 it It.lil.11 III�II11 Illi�!„IIJ.I 111 Illi 1 w Om0: I 2 4 3 !� d I I I 12 13 14 IQ 17 18 19 20 21 22 23 24 25 26 2 2P_ =a 3�0 w, A OI 25X MON, 64102 0-- 1 1 sf�uh �. ., . O h f ' J GENERAL NOTES: DWSO, 10: sPEcw.nEs N DNMON 1: GENERAL REQUIREMEM S THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OF IMPLIED c IGNAGE , ppel 0' ON THE DRAWINGS AND GENERAL NOTES AS WELL. AS THE PHYSICAL. CONDITIONS OF THE BUILDING AND REQUIRED TOILET ROOM SIGNS: PROVIDE ONE EA',H AT DOORS TO TOILET ROOMS WITH INTERNATIONAL SYMBOL FGR ACCESSIBILITY IN , m� 0 SITE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK ACCORDANCE WITH ANSI 117.1 AND A.D.A. CON I SONO PATCH AND REPA.R ALL EXISTING WORK DAMAGED BY ;iEW WORK TO EXISTING CONDITION OR NEW EXIT SIGNAGE: PRECISE LED, BRUSHED ALUMINUM. POSTED PER IBC REQUIREMENTS, SEE PLANS FOR LOCATIONS. wit M CONDITION, WHICHEVER IS MOST APPROPRIATE, REPLACE ALL. EXISTING SLABS AND PAVING REMOVED M 0 N N FOR NEW CONSTRUCTION NN ALL WORK TO CONFORM TO THE LATEST ADDITION OF THE INTERNATIONAL BUILDING CODE AND APPLICABLE STATE AND FEDERAL SAFETY ORDERS, INCLUDING ADA ACCESSIBILITY REQUIREMENTS. n 0 W►�- aa 'X OMSJON 6: WOOD AND PtJl5T1CS 1�� a COVERING; EXTERIOR WINDOWS, EXCEPT FOR DOORWAYS, SHALL BE EQUIPPED WITH WINDOW BL;NDS +a~ GGBPENftL ALL LUMBER AND PLYWOOD TO BE GRADE MARKED IN ACCORDANCE WITH ONE OF THE LEVELOR RIVIERA 1" HORIZONTAL ALUMINUM BLINDS. COLOR: BRUSHED ALUMINUM - FOLLOWING AGENCIES WEST COAST LUMBER INSPECTION BUREAU "STANDARD GRADING RULES FOR WEST LOCATIONS TO BE COORDINATED WITH OWNER. COAST LUMBER" : WESTERN WOOD PRODUCTS ASSOCIATION "GRADING RULES FOR WESTERN LUMBER" AMERICAN PLYWOOD ASSOCIATION, Nom; IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.1 FRAMING DMSION 15: MECFtiVFYI'AL ANCHORS: SIMPSON STRONG-TIE POWER DRIVEN ANCHORS: OMARK 1/4" SHANK H95, #47095 M 'HAA I �AJJMT WORK. WILL BE PROVIDED BY TENANT & SUBMITTED UNDER SEPARATE PERMIT. BY SEPARATE PERMIT. ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE, STATE OF OREGON AND LOCAL JURISDICTION REQUIREMENTS. FOR ADDITIONAL INFORMATION SEE STRUCTURAL GENERAL NOTES. LUMBIN DMSION 7: THERMAL ANO MOISTURE PROTECTION FIXT 1 THERMAL INSULATION: BATT INSULATION WITH KRAFT BACKING, R-13 AT EXTERIOR FURRED WALLS, R-19 BETWEEN HEATED AND UNHEATED AREAS WATER CLOSET: KOHLER HIGHLINE COMFORT HEIGHT yK-3427, ELONGATED SEAT, 1.6 GAF, COLOR: WHITE. INSULATION TO HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 450. FURNISH KOHLER LUSTRA SEAT MK-4666-CA, ANTI-MICROBIAL PLASTIC MOP SINK: SQUARE PAN WITH WALL MOUNTED FAUCET. GENERAL CONTRACTOR TO SUBMIT PRODUCT CUT SHEETS FOR ARCHITECT & OWNER APPROVAL. SOUND INSULATIC& 3 1/2" SOUND ATTENUATION INSULATION AT TOILET ROOMS AND OFFICE AS NOTED ON PLANS. i BREAK ROOM SINK: ELKAY NGECR--221, STAINLESS STEEL ?J GAUGE, 5-3/8" DEEP SINK WITH DELTA 172 FAUCET WITH SPRAYER. WALL HUNG SINK: KOHLER GREENWICH #K-2023-0, COLOR: WHITE. DIVISION 8. DOORS AND WINDOWS LAVATORY FAUCET: KOHLER TRITION NK-7401-K FAUCET ASSEMBLY WITH 'LEVER' #K-16010-4 HANDLES. PROVIDE GRID DRAIN #K-7715. FINISH: BRIGHT CHROME. LiQLLOW METAL DUOR AND REL.ITE FRAMES: KNOCK-DOWN SPLIT TYPE: 16 GAGE ROLLED STEEL, TIMELY OR EQUAL, '. 1--11FACTURER'S MOUNT LAVATORIES AND SINKS WITH RIM AT 34 A.F.F. INSULATE EXPOSED HUT WATER AND DRAIN STANDARD FINISH COLOR: SC103 BLACK. PIPING BELOW LAVATORY TO AVOID HUMAN CONTACT. )yOQO DDQOR5: QUAL.ITY STANDARD OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) IS, BY REFERENCE, PART OF THE DOCUMENT. UNLESS OTF!ERWISE NOTED FIXTURES TO BE SPECIFIED BY OWNER. r 1 3/4" SOLID CORE WOOD; CLEAR FINISHED WHITE BIRCH. UOUR HARDWARE: LEVER-ACTION LOCK SETS AND LATCH SETS WITH BRUSHED CHROME FINISH UNLESS NOTED OTHERWISE. HARDWARE FUNCTIONS TO BE COORDINATED WITH TENANT. ALL NEW HARDWARE SHALL MEET ADA ACCESSIBILITY REQUIREMENTS. EIRE PROTECTION: i GLASS AND GLAZING ALL GLASS TO CONFORM TO LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, CHAPTER 24. GOVERNING AGENCY: ALL WORK IN ACCORDANCE WITH, AND TO BE ACCEPTED BY, THE INSURANCE SERVICES GLAZING IN ACCORDANCE WITH FGMA, HAMA, AND SIGMA RECOMMENDATIONS, OFFICE OF OREGON AND FIRE MARSHAL STATE OF OREGON, HEREAFTER REFERED TO AS GOVERNING AGENCY, AND DESIGNED TO COMPLY WITH THE LATEST ISSUE OF NFPA PAMPHLET #13. TEMPERED GLASS: PROVIDE TEMPERED GLAZING IN DOORS, ENTRANCES, OR OTHER TRAFFIC AREAS IN ACCORDANCE WITH 12C. PROVIDE A LABEL ON EACH PIECE SHOWING COMPLIANCE. FIRE SPRINKLER HEADS SHALL BE CHROME WITH CHROME ESCUTCHEONS, SEMI-RECESSED, CENTERED ON THE CEILING TILES. FIRE EXTINGUISHERS WILL BE INSTALLED PER CITY FIRE CODE, FLOAT GLASS IN ACCORDANCE WITH FEDERAL SPECIFICATION DD-G-451, TYPE I, CLASS I, QUALITY 03. TEMPERED CLASS DD-G-1403, KIND FT, CONDITION A, TYPE I, CLASS I. QUARTER INCH THICK, THE HVAC WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS, THE DESIGN-BUILD HVAC CONTRACTOR SHALT_ FURNISH PREPARATION AND GLAZING SHALL CONFORM TO APPLICABLE RECOMMENDATIONS IN THE FGMA GLAZING MANUAL AND GLAZING, SEALING AND INSTALL A COMPLETE AND OPERATIVE HVAC SYSTEM TO MEET ALL LOCAL AND STATE CODES. UNITS ARE TO FE A SYSTEMS MANUAL. MINIMUM OF 400 SF PER TON, MAXIMUM UNIT SIZE IS 7 1/2 TONS. USE ECONOMIZERS ON UNITS 5 TONS OR AP':IVE, �-- GENERAL CONTRACTOR TO CONTRACT WITH BUILDING STRUCTURAL ENGINEER OF RECORD CALCULATIONS AND DETAIL OF UNITS HIGH IMP_ACLDOORS; ELIASIN MANUFACTURER--SEE SHEET A5.2 COORDINATE WITH OWNER OVER 5000. GENERAL CONTRACTOR TO SUBMIT ZONING PLAN OF TENANT SPACE WITH BID, APPROVED BRANDS OF HVAC UNITS ARE TRANE, LENNOX OR BRYANT. ALL INSTALLATION, DUCTING, GRILLS, PIPWC, CONTROL WIRING, W THERMOSTATS, ROOF CURBS, ETC. WILL BE PROVIDED BY HVAC SUBCONTRACTOR. DIMON 9: nNWES QJF_ : SUM BARD: COMPLY WITH ASTM C-36. PROVIDE WATER RESISTANT "GREEN BOARD" AT TOILET ROOMS. INSTALL IN ALL WORK SHALL INCLUDE A ONE YEAR PARTS AND LABOR WARRANTY. it ACCORDANCE WITH ASTM C-840. PROVIDE LIGHT ORANGE PEEL FINISH. THE HVAC SYSTEM SHALL. BE DESIGNED TO MAINTAIN 78 DEGREES INDOORS ON A 95 DEGREE OUTDOOR DAY AND 68 DEGREES ON A 27 DEGREE OUTDOOR DAY. CEILING SUSPENSIONSYSTEM: PROVIDE 2' X 4' T-BAR TYPE CEILING WITH ALL COMPONENTS AND MECHANICAL FASTENERS FOR r .IPLETE INSTALLATION. SUSPENSION SYSTEM SHALL COMPLY WITH OSTM r r15, "METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN HVAC UNITS SHALL BE LOCATED ON ROOF, ADJACENT TO A GIRDER, TO OR NEAR A STRUCTURAL COLUMN ROOF PENETRATIONS AND SUPPORTS PANEL CEILING INSTALLATION SHALL COMPLY WITH ASTM C-636, "INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS...". PROVIDE FOR ALL ROOFTOP EQUIPMENT SHALL BE FRAMED PER THE STRUCTURAL, ENGINEER'S DRAWINGS. ROOF TOP UNITS MUST BE 25' FROM FRONT < Z z OF BUILDING AS REQUIRED BY CITY CODE. SEISMIC RESTRAINT IN ACCORDANCE WITH ASCE 7-02: SECTION 9.6.2.6 WITH REFERENCE TO CISCA RECOMMENDATIONS. — CEILING TILE: AMSTRONG ?' x 4' ACOUSTICAL CEILING TILE FISSURED TEXTURE OF PANELS TO BE APPROVED BY A/E. BOTTOM DISCHARGE UNITS SHALL BE INSTALLED WITH A LEVELED MANUFACTURED CURB. 0 Q V WHEN MULTIPLE ROOF TOP UNITS SERVE ONE SPACE, NUMBER EQUIPMENT AND CORi(ESPONDING 'THERMOSTATS. �/( , o ALL FLOORING MATERIAL & INSTALLATION WILL BE PROVIDED BY TENANT. EACH HVAC UNIT SHALL BE CONNECTED TO AN AUTO CHANGE HEAT ING/C'OOLING THERMOSTAT. INSTALL SMOKE. DETECTORS AT HVAC 5 TON OR MORE � W REGARDLESS OF CFM OR AS REQUIRED BY CODE. FURNISH AND INSTALL AN EXHAUST FAN IN EACH TOILET ROOM MINIMUM OF 60 CFM. (� Q61W PLENUMS AND DUCTS SHALL BE GALVANIZED METAL WITH INTERNAL OR EXTERNAL INSULATION. FINAL CONNECTIONS TO Z O INTERIOR OFFICF AREA: NEW WALLS: ONE COAT LATEX OR PVA GYPSUM PRIMER AND TWO COATS EGGSHELL LATEX - COLOT TBD. THE REGISTERS SHALL BE MADE WITH A MAXIMUM 7' SOFT FLEX DUCT FOR SOUK) ATTENUATION. VOLUMF :,''APER TOILET ROOM WALLS: ONE C JAT PVA GYPSUM PRIMER AND TWO COATS SEMI-GLOSS LATEX ENAMEL •- COLOR TBD. SHALL BE INSTALLED BEFORE FLEX AT EACH SUPPLY REGISTER WITH HANDLE ACCESSIBILITY. ALL CONDITIONED AREAS SHALL HAVE A SUPPLY REGISTER AND DUCTED RETURN REGISTER. TRANSFER GRILLS ARE NOT n 1 PERMITTED FOR RETURN AIR. SUPPLY AND RETURN AIR REGISTERS SHALL HAVE WHITE BAKED ENAMEL 2' X 2' WITH A - o 0 LJ ALL WORK SHALL BE IN ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE PAINTING SPECIFICATION MANUAL FOR THE PACIFIC PERFORATED FACE, FLUSH MOUNTED. SUPPLY AIR REGISTERS SHALL HAVE A 4-WAY BLOW, NORTHWEST AS PUBLISHED BY THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. LEVEL HVAC CURBS. ACCEPTABLE SUBSTITUTE PAINT MANUFACTURERS MILLFR, BENJAMIN MOORE, SHERWIN WILLIAMS, RODDA, PITTSBURG PAINT AND FURNISH AND INSTALL AN EXHAUST FAN IN NEW TOILET ROOMS PARKER. n 1 APPLY ALL PAINTS IN STRICT ACCORDANCE WITH MANUFACTURER'S CAN LABEL REGARDING COVERAGE, THINNING AND DRYING TIMES. RELOCATE OR INSTALL GAS UNIT HEArEQ(S) AS NEEDED TO PROVIDE FREEZE PROTECTION AT 45 DEGREES WITH THERMOSTATS AT UNIT, v CONNECT ALL TENANT HVAC AND GAS UNIT HEATERS TO NEW TENANT GAS METER BASE. GAS LINES MUST BE RUN INSIDE THE 9UILDING. WHEN PIPING RUNS THROUGH OCCUPIED SPACES, COORDINATE INSTALLATION WITH OWNER AND TENANTS. DRAWN kir; SMR/'.)MH INSTALLATION AND MAINTENANCE PACKETS ON ALL EQUIPMENT SHALL BE PROVIDED TO CHECKFb BY. ,!MN OWNER. DMSION IS: EMCTR Q4/L1%MNG BY SEPARATE PERMIT. ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH NATIONAL ELEC-TRICAL CODE, STATE OF OREGON AND LOCAL JURISDICTION REQUIREMENTS. 11 Lsm PROVIDE FIXTURES NECESSARY TO c'RODUCE 65--70 FOOT CANDLES A" WORKING SURFACE HEIGHT (30 INCHES) THROUGHOUT WORK SPACES, 40 FOOT-CANDLES AT FLOOR LEVEL IN CORRIDORS, AND 20 FOOT-CANDLES AT FLOOR LEVEL IN STORAGE AREAS MEASURED ONE FOOT ABOVE. LIGHTING • • LEVELS SHALL BE DESIGNED AND CALCULATED BASED ON ILLUMINATION c NGINEERING SOCIETY ZONAL CAVITY METHOD. LIGHTING SHALL BE PROVIDED USING NO MORE THAN 2 WAITS PER OCCUPIABLE SQUARE FOOT. PROVIDE BATTERY OPERATED BALLASTS WITHIN BASE BUILDING STANDARD LIGHTING FIXTURES THROUGHOUT THE SPACE IN ORDER TO PRODUCE EGRESS LIGHTING LEVELS AS REQUIRED BY CURRENT INTERNATIONAL BUILDING CODE AND OREGON STATE REQUIREMENTS, PROVIDE HARDWIRED BATTERY BACK-UP OPERATED EXIT SIGN FIXTURES TO CLEARLY INDICATE THE PATH OF EGRESS THROUGHOUT issuEo r. �• G,a THE SPACE AS REQUI7 •D BY CURRENT INTERNATIONAL BUILDING CODE AND OREGON STATE REQUIREMENTS. DESIGN: 11-30-04 PROVIDE 110 DUPLEX OUTLETS. NOT TO EXCEED (1) PER EVERY 10 LINEAL FEET OF SHEET ROCKED WALL FOR OFFICE: AREAS. NOT f0 EXCEED DEVELOPMENT REVIEW. (1) OUTLET PER EVERY 35 LINEAL FEET Or WAREHOUSE WALLS, ALL WALL PLATES WILL BE WHITE UNLESS OTHERWISE NOTED. 12-06--04 "F} PROVIDE ENERGY COMPLIANCE CODE LIGHTING CALCULATIONS WHERE REQUIRED BY CODE. SHELL BUILDING PERMIT , M ALL WIRING TO BE COPPER. NO SURFACE RUN PVC CONDUIT IS ALLOWED. 12-29 04 ALL LIGHTING AND SWITCHING SHALL BE PER CODE REQUIREMENTS. T.I. PERMIT:pt-18-2005 "- - PROVIDE 4' X 4' X 3/4" PLYWOOD PHONE BOARD NEXT TO DEDICATED 4-PLEX OUTLET, VERIFY LOCATION WITH TENANT, WIRE ONE (1) 4' SINGLE TUBE FLUORESCENT FIXTURE ADJACENT TO OR ABOVE THE ELECTRICAL PANEL TO PROVIDE 24 HR. LIGHTING. AUDIBLE FLOW ALARM: PROVIDE (1) AT RECEPTION AREA IF REQUIRED BY CODE. CONNECT TO EXISTING FIRE ALARM SYSTEM. ppA0,JjG T1rLF MEZZANINE SECTION STAIR PLAN & DETAILS TELEPHONE do DATA: � PROVIDE DATA AND TELEPHONE J BOX AND PULL STRING, IN CONDUIT TO ABOVE CEILING FOR INSTALLATION Or DATA AND TELEPHONE LINES BY OTHERS. T6v I CgL rvlttlll ,�1 I��,u � B11P2005-00021 Y 7 of JO#,_f JOS NO: 040103,01 G .....,..: . .:-:*x'r*tea .,,,,:f.M�F,4AMIE�adStA '�,. ; ,..,:.;,.,r , ,:r':•++,, ,ran.p, ,pyFyllj.'`:. ..... ... _ ,.. -.. _ _.. . . .. .. - .._ _ .. ... ..,, ,,r+extr..,r7 ,, ..,,..--.,.-:,.....-...._.�..++-'we. "e*w'. 4da'*en_3.. :..........,7v^.ar,�,r■�rlNr,...,..,,,.r_........... .... ....... +�r.�wr...",.��,. <:.,q�""". •� I ,,, Fakes j ll�Zi+kan,,..we,Mt.,,. ..: u., -'r-- _ CTr VIII IIIIIINI il!II!IIl IfIIIfNI II!Illlil 1111 III! !ill ILII ILII NII 111• "1!. !!IT (il II I H tlil H T IIH ii i Ili 111 H'1 II11 1111 to 1111 1!N il{ I I { ! ! 1 E I r LEGIBILITY STRIP f 1 IOmmO■i cm I 4 113 2C ?_ I 22 2�3 24 2.5 26 2 I 3 1 4 6 1 7 5 G .,. I A 9 3 0 l�', w :,�. . ,. sF,,. : 1, ,;:: ,. r-,, „„,,.• ,. ,` .. ,-,ic , ,.,,.- <° 2 3 $ I I � � � L I I I Q! H O r#t c I n Z r c a t# :;. �r s4w`�'d;.F.r, t .:F i «e •t., } I I rt ! O? , i .w 1 - s ' 1 I I �*#��M��4� «Ff.+n�+Nr+, , : > .., t s J4 ..., .•:::: ya ,h:'r 4 '15 � �� 'tit r'' - 1 x t”`: a ^�! t .5 } +" h r -r I^' y r~ q',■! r ,. .., ., -.'. .. 1� `s .. ry STRUCTURAL GENERAL NOTES w i ... F N CODE METALS STEEL JOISTS AND JOIST GIRDERS "` '`• ` 0 2004 OREGON STRUCT'JRAL SPECIALTY CODE, OSSC 2004 ;•; �; , m n I MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, f Y=36 KSI, UNLESS NOTED 1� ALL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH •y • • OTHERWISE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. ALL WELDING PER STEEL JOIST INSTITUTE (SJI) STANDARDS. RI DESIGN CRITERIA 2 STRUCTURAL STEEL BC.AMS TO BE ASTM 992, FY-50 KSI, UNLESS NOTED COMPLIANCE WITH SJI STANDARDS MAY BE WAIVED IF ALL WELDS ARE INSPECTED 5CARLSON OTHERWISE. BY AN INDEPENDENT TESTING LAB. SF ALLOWABLE (PER GEOTECHNICAL REPORT BY 3 TUBES 10 BE ASTM A.500, FY-.46 KSI; PIPES ASTM A501, FY=36 KSI 2. JOIST SIZES INDICATED ON PLANS ARE MINIMUMS, JOIST MANUFACTURER SHALL TESTING DATED 02/03/05) 4 BOLTS 10 BE ASTM A325, UNLESS NOTED OTHERW,SE DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED 9Y A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON FOR ALL JOISTS. ROOF LOADS 5. WELDING TO BE BY CERTI�IED WELDERS USING E70XX ELECTRODES IN ACCORDANCE JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A DEAD, NEW ROOF DEAD = 17 PSF WITH AWS STANDARDS. CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON FOR ALL DEAD, EXISTING ROOF DEAD = 17 PSF 6ALL STEEL TO HAVE SHOP GOA' JOIST GIRDERS. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER . SNOW: BASE - 25 PSF REQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO GROUND 15 PSFSTEEL FABRICATOR TO SUBMIT ShOP DRAWINGS TO A/E FOR REVIEW PRIOR TO SPAN/240 (ROOF) AND SPAN/360 (FLOOR). TOTAL LOAD DEFLECTIONS SHALL BE FABRICATION. LIMITED TO SPAN/180 (ROOF), & SPAN/240 (FLOOR) ALL JOLTS AND JOIST GIRDERS AT ROOF PARAMETERS THE ROOF SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER C[ = 0.7, CT = 1.0, Is = 1,0 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB RE ( Pr = 10.5 PSF t DRIFTING, 2 PSF MIN 9. BRACING RODS TO BE INSTALLED TAUT, ONE STANDARD TURNBUCKLE PER ROD MAY SIZES ACCORDINGLY, BUT SHALL NOT ALTER THE DEPTH OF JOISTS. WIND LOADS: BE USED. BASIC WIND SPEED (3 SECOND GUST) 100 1111113. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW 1, WIND PARAMETERS; LATEST AISC, SJI, AND AWS CODES APPLY ALL CONSTRUCTION PER LATEST AISC PRIOR TO MANUFACTURE. SHOP DRAWINGS AND CALCULATIONS SHALL. INCLUDE hM - 1 0, Kt - 0 70, KIT = 1.0, Ko 085 HANDBOOK. DETAILS OF ANY OPTIONAL FIELD SPLICES AND OF HIGH 51RENGTH BOLTS. IF L'�'� )t EXPOSURE CATEGORY - B 11 ALL EXPANSION BOLTS SHALL BE *SIMPSON WEDGE-ALL" ANCHORS OR APPROVED EQUAL COMPLETE PENETRATION WELDS ARE UTILIZED, CONTRACTOR SHALL RETAIN AN LOW RISE BUILDING WITH I.C.B.O. RATING FOR MATERIAL INTO W ICH INSTALLATION TAKES PLACE. INDEPENDENT TESTING LAE TO CERTIFY COMPLIANCE WITH A.I.S.C. AND AWS INTERNAL PRESSURE GCn = 30.18 SPECIFICATIONS RESPECTIVELY, COMPONENT AND CLADDING 12 ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "SIMPSON" BRAND ET ADHESIVE, 4. ALL CONCENTRATED LOADS TO STEEL_ JOISTS SHALL OCCUR WITHIN 6" OF A PANEL PLEewlwo = -18 ?SF, Pmwwj o = 24 PSF POINT EAkIHOUAKE, 13, ALL REFERENCE TO HEADED STUDS SHALL. INDICATE AUTOMATIC WELDED HEADED SEISMIC PARAMETERS: STUDS (NELSON OR EQUIVALENT). It - 1.0, SEISMIC USE GROUP I 1 MAPPED: Ss = 106, Si - 37 SOIL: So (UNKNOWN) GENERAL DESIGN: Sys = 6.755, Ss, 0.4 t SEISMIC DESIGN CATEGORY = D CARPENTRY FORCE RESISTING SYSTEMS 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE BUILDING SHELL 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, NORTH SOUTH DIRECTION R OMEGA Co THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE MASONRY SHEAR WALL 5 2.5 35 2, ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2004 TABLE 2304.9.1 STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT FAST WEST DIRECTION UNLESS NOTED OTHF.RWISE. BE LIMITED TO, BRACING SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, MASONRY SHEAR WALL 5 2.5 3.5 3 ALL FRAMING HARDWAPF TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT ETC. OBSERVATION VIS'TS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION DESIGN: R 5 OF THE ABOVE ITEMS. SEISMIC RESPONSE COFFFICIENT: Cs = 0.150 SPECIFICALLY APPROVED BY ENGINEER, DESIGN BASE SHEAR: 206,E,< (BUILDING SHELL) 4. LUMBER GRADES: A. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH DESIGNED KITH EQUIVALENT LATERAL FORCE PROCEDURE -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH MEZZANINE OTHER CONDITIONS; A/E: R OMEGA Co -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE WOOD SHEAR WALL 6 30 4.0 DFM2 OR BETTER; 3. CONSTRUCTION MATERIAL SHALL BE SPRLAD OUT IF PLACED ON FRAMED FLOORS DESIGN: R = 6 -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. SEISMIC RESPONSE COEFFICIENT: Cs - 0.126 TREATED. DESIGN BASE SHEAR: 13.37K (MEZZANINE.) 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STAND.+RDS FOR MATERIALS, SUCH DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE 5. PLYWOOD: STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. -FLOOR SHEATHING 3/4" APA INDEX 48/24, EXPOSURE 1; -ROOF SHEATHING 5/8" APA INDEX 40/20, EXPOSURE 1; 5. ESTABL15H AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS =». --NAIL AS SHOWN ON FRAMING PLANS. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. FOUNDATION 6. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. 1-!E SHALL 8E RESPONSIBLE FOR 1. FOOTINGS 10 BEAR ON NATURAL UNDISTURBED SOIL, FREE OF ORGANIC t,4ATTER, 7, DO NOT NOTCH OR URIU JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR ALL CHANCE 3 NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL GORDINATE Li OR ON ENGINEERED FILL AS PER GEOTECHNICAL REPORT. APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. ALL DETAILS. PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE I . ' 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL Lois UNDER BEAMS IN BEARING WALLS, PRO`/IDE 2 X SOLID BLOCKING AT MID-HEIGHT STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL RETE OF BEARING STUD WALLS, GOVERN. n GONG / 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW 1 MINIMUM COMPRESSIVE STRENGTH AT 2$ DAYS: FOUNDATIONS 3000 PSI SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE SLABS 3000 PSI MASONRY STATE OF OREGON, WALLS 4000 PSI Z Z 2. CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIOS PER ACI 318 TABLE 5.4 9 ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® LIKE CONDITIONS ` 0 PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES), 1 HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 `� Q THESE MAXIMUMS MAY BE EXCEEDED IF TEST RECORDS PER SECTION 5.3 GRADE N, TYPE I, F - 1,50C PSI, RUNNING BOND. SHOP DRAWINGS M (� OF ACI 318 (BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE) 2, ALL MORTAR 1O BE TYPE S, 2,000 PSI. ARE SUBMITTED TO AND APPROVED BY THE: ENGINEER. SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: � LII 3 MAXIMUM `.;LUMP 4" PLUS OR MINUS 1'. 3. ALL GROUT TO BE 3,000 PSI. 4. SAWCUT CONTROL JOINTS 1/4 SIAB DEPTH. 4. CMU WALL REINFORCING TO BE AS FOLLOWS: 1 REINFORCING STEEL 2. GLU-'_AM BEAMS L O w 5. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH - VERTICAL REINFORCING: r n UBC SECTION 1 701 3. TRUSS JOISIS V ► 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON IN CENTER OF GROUTED CELL AT CENTER OF WALL., CONTINUOUS FULL GRACE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC HEIGHT OF WAIL WITH (2) N5 AT ALL CORNERS, INTERSECTIONS, WALL (�1 ENDS, BEAM BEARING, JAMBS AND EACH SIDE OF CONTROL JOINTS AND 7: CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. AT INTERVALS NOT TO EXCEED 32" O.C. UNLESS NOTED OTHERWISE, CI LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS. STRUCTURAL OBSERVATIONS 8. UNLESS NOTED OTHERWISE: ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS h I BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED TO MATCH VERTIC/.L WALL. OR COLUMN REINFORCING. v CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION AREA DOES NOT EXCEED 400 SQUARE FEET. (� � HORIZONTAL. REINFORCING: 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. N 0 1. SHEAR WALL NAILING & ANCHORAGE Y- (2) #5 IN MINIMUM 8" GROUTED CONTINUOS BOND BEAM AT ROOF, AND 2, DIAPHRAGM NAILING dt ANCHORAGE REINFORCING ELEVATED FLOOR LINES AT TOP AND BOTTOM OF WALL AND AT SPACING NOT TO EXCEED 4'-0" O.C. VERTICAL. PLACE THESE BARS CONTINUOUS THROUGH CONTROL JOINT. WRAP MASTIC TAPE FOR 1'-6" EACH SIDE OF I DEFORMED BARS ASTM Al GRADE 60. WELDED BARS AStM A706, GRADE 60. WELDED CONTROL JOINT. PROVIDE BENT BARS, TO MATCH HORIZONTAL BOND WFABRIC RS ASTM A185, WIRE PER ASTM A82 BEAM REINFORCING, AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN rs-,t rKr 7 F�• lec� BOND BEAM CONTINUITY. LAP SPLICES SHALL BE 48 BAR DIAMETERS 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES, FOR GRADE 60 BARS. STAGGER ALTERNATE SPLICES A MINIMUM PRO IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD OF 40 BAR DIAMETERS. COMPRESSION LAP SPLICES PER IATEST EDITION Or ACI 318. A T RNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN STAGGER. L E G t♦'� O\\ '� WELDED WIRE FABRIC SHAD- BE MADE SO THAT THE OVERLAP MEASURED BETWEEN R WIRES OF- EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF OUTERMOST CROSS TRUSS JOISTS CROSS WIRES PLUS 2 INCHES. 3. PROVIDE EENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS r I N �V �r A WA REINFORCING p I 1 DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION � �` iS J AND INTERSECTIONS OF FOOTINGS AND _LS. BAR SPACINGS NGS GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSHOP CONNECTED TO SI SPECIFICATIONS AND HANDBOOK, DOWEL ALL OF TRUSS JOIST TO J REPORT, CONNECTIONS AND BEARING MATERIAL TO BE VER11C4L REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE JOISTS AND DESIGNED AND FURNISHED BY JOIST FN A. FABRICATOR, PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BF A STAND4RD COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318, 2 CONTRACTOR SHALL SUBMIT DESICN Ce,LCULAT10NS BY A CIVIL OR STRUCTURAL EXPIRES: 6 30 OG tssuEc DATE 4 CLEAR CONCRETE COVERAGES AS FOLLOWS: ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO DESIGN: 11-30-04 MANJFACTURE. CAST AGAINST be PERMANENTLY EXPOSED TO EARTH -----•--------3" DEVELOPMENT REVIEW. EXPOSED TO EARTH OR WEATHER 3. ADDITIONAL TRUSS JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT 12-06-04 SHELL BUILDING Pi " 6 OR LARGER --- --------------•--------2" MECHANICAL EQUIPMENT. f.. 15 OR SMALLER --------------------1 1/2" 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT COMPOSITE WOOD-STEEL TRUSS COLUMNS (TO TIES) ------------- -----1 1/2" JOISTS HAVING A CURRENT I.C,8.0. REPORT. CONTRACTOR SHALL BE RESPONSIBLE 12-29-04 BEAMS (TO STIRRUPS) -----------------1 1/2" FOR COORDINATION OF ALL DETAIL CHANGES. SHOP DRAWINGS SHALL" INDICATE T.I. PERMIT:01-18-200` ALL OTHERS PER LATEST EDITION OF ACI 318 ALL DETAIL CHANGES REQUIRED. i FNU. REV.'. 02-04-20; STRUCTURAL NOTES 1�4 S 001 t 111UP2005-00023 4 t � '�' WIr1111 Jl 1 GGJU r• jOF3 NO 040103.0' r M .,. ^ ._ .(6" ...n+... -,.•«. «- ..__.,..,._ ` .:.._. -.._ "_'- . . .. r r..-. .,,.,.. -". .... .,.y"mai ► I:,, I s I � , � , . ��L� Ill 11 1I11 111,lru1Imp 1i!11un '118L, LEOIBIL!fY STRIP oIQ I �z 3 i1111e 1s 20 z223aaz � 24xl^... 2yyy��6;,1i !219 s 0 6 � 4 I Fr lae� st :t�kC r I' asa'. , � ''1V• � O11 t � { O1O' I � ill fill r3 a r' Ai 1 s,. ,. t�16d.�` .,�Y - Yom' _I .. �*u:• .. , ... ^.wvwnr.,wlr,hM#•..hNrrrw......„ ,,', yy. 1, f ;{ i b. {, A i r. .. r u.. - .. .10*004,01 Iloilo : r r i.. .... . .... 0001 moss"*W*11 Iloilo! -Al,:., .,., ,. r '4. 1111 m I. 0 STRUCTURAL GENERAL NOTES ti SPECIAL INSPECTION PROGRAM W s ESTABLISHED PER 2004 OSSC, SECTION 106, 108 & CHAPTER 17 ITEM Cpm �g !3) PERIODIC (3) REFERENCED STANARD COMMENTS PROGRAM FOOTNOTES: MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE SOLS THE ITEMS CHECKED WITH ON "x' SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED ESTABLISHED PER 1995 ACI 318 SECTION 12.2 & 12.3 _ SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY, FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, m n GRADING, EXCAVATION & FILL _BY GEOTECHNICAL ENGINEER REFER TO ThE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL ` h FINAL. FOUNDAT10 PREPARATION V-_ - B`. GEOTECHNICAL ENGINEER NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION - m°'N 0 _ _ _ _ _ REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH TENSION BARS 1COMP. BARS a " - i - FAIL TO MEET THE PROJEC' SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. _ ( <0 ID r 1 SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS f'c a 3,000 PSI f'c a 4,000 PSI f'c m 5,000 FSI Cc {,� m N N 1 INSPECTION OF REINFORCING STEEL, INCLUDING - i X ACI 318. 3.5, 7.1-7.7 (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED 8Y AN APPROVED FABRICATOR PER REGULAR _TOPY REGULAR' TOP REGULAR TAP - w S p o J 4)d) _ BAR SIZE cL�ss CUSS CLASS cuss CIASS cuss PRESTRESSING TENDONS, AND PLACEMENT. I 2004 OSSC 1704.2.2 � 2) REINFORCING WELLING--SEE STRUCTURAL STEEL - - c WITH r (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING GR 8 8 B B 8 8 OPEN WITH TIES r 0 w a � SECTION BELOW -- _ - r 3) INSPECT BOLTS TO BE INSTALLED Ifti CONCRETE - THE WORK REQUIRING SPECIAL. INSPECTION 2004 OSSC 1704). PERIODIC SPECIAL INSPECThN MEANS THAT THE � d" V� - I SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK RECJIRING ,3 60 22" 2h" 19" 4" 1?" 22" '2" 12" PRIOR TC AND DURING PLACEMENT OF CONCRETE I SPECIAL ;NSPECTION IS IN COMPLIANCE, ' I #4 60 29" 37" 25" 33" 23" 29" 15" 13" WHERE ALLOWABLE LUAUS HAVE BEEN INCREASED -• (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. 4 VERIFYING USE OF REQUIRED DESIGN MIX - _ x ACI 318 CH 4, 52-54 5) AT THE TIME FRESH CONCRETE IS SAMPLED TU x - ASTM C 172 (5,) ALL COMPLILIE P NETRAiV� N WELDS SHALL BE %%)ILD ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. IS F'0 36" 47" 31" 40" 28" 36" 19" 16" FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM I ASTM Cat SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318. 5.15, 5.8 (6.) PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A 706 REINFORCONG STEEL NOT GREATER /6 60 43" 56" 37" 48" 34" 43" 23" 19' THE TEMPERATURE OF THE CONCRETE THAN NO.5 USED FOR EMBEDMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS -- ARE 'VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: AND A VISUAL 6) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT >< - ACI 318: 5.9, 5.10 INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDING: /7 e0 d3" 81" 4" 71" 49" 6'" 27" 22" _ _ _ FOR PROPER APPLICATION TECHNIQUES ! _ c�_. x � AG 318: 5,11-5 13 _ _--__.^_ ------------ /8 6G 71" 53 62" 81" 56" 72" 30" 25'. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING (7.) TURN OF THE NUT ME.-1 ICJ TEMPERATURE AND TECHNIQUES 8) INSPECTION OF PRECAST CONCRETE: _ ft f,i! 81 ' 105" 70" 91" 63" d1" 34" 25" A APPLICATION OF PRESTRESSING FORCES x - ACI 316: 18.20 B. GROUTING OF BONDED PRESTRESSING TENDONS x - ACI 318: 18 18.4 /10 I to 91" 118" 79" 102" 71" 92" 39" 3:" 1 N THE SEISMIC-FORCE-RESISTING_SYSTEM -- - _ --- -- `11 , i 9 ERECTION OF PRECAST CONCRETE MEMBERS - X ACI 318: CH. 16 Ec; 101" 131" 87" 113" '8" 102" 43" 3b' 10)VERIFIUOTION OF IN-SITU CONCRETE STRENGTH, PRIORI NOTES: TO STRESSING OF TENDONS IN POSTTENSIONED - X ACI 318: 6.2 1 TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE AND PRIOR TO REMOVAL OF SHORES AND ( CONCRETE 15 CAST IN THE MEMBER BELOW THE REINFORCEMENT FORMS FROM BEAMS AND STRUCTURAL SLABS - -- 2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS 11 EPDXY ANCHOR PLACEMENT - x - _- SHALL EE CLASS "B" TENSION LAP SPLICES AND LAP SPLICES IN CONCRETE COLUMNS 12 EXPANSION ANCHOR PLACEMENT - - X SHALL BE COMPRESSION LAP SPLICES 3, ALL REINFORCING SHALL BE UNCOATED. REINFORCED S'RUf;TURAL MASONRY REFERENCE FOR CRITERIA 4. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF' 1 BAR DIAMETER MINIMUM AND CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM WHERE COVER OR BAR SPACIN_; 1 AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING ACI 530 1 ACI 530 ASCE 5 IS LESS THAN THIS INCREASE LAP LENGTH BY 50 _SHALL BE VERIFIED TO ENSURE COMPLIANCE -- ASCE 6/TMS 602 TMS 402 5. NO BUNDLED BARS. A. PRCPORTIONS OF SITE-PREPARED MORTAR _ - i _X ART. 2.6A6. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. B. CONSTRUCTION OF MOR_TER JOINTS 7 1 4kT. 3-38STRUCTURAL ABBREVIATIONS C LOCATION_OF REINFORCEMENT AND CONNECTORS - X ART 3.4, 3.6A - D PRESTRESSING TECHNIQUE - X ART 3.6B E. GRADE AND SIZE OF PRESTRESSING TENDONS - X ART. 2.4B, 2AH ABOVE ABS LATERAL LAT. AND ANCHORAGESALTERNATE ALT LOCATIONS LOC. AMERICAN CONCRETE A 2 THE_ INSPECTION PROGRAM SHALL VERIFY INSTITUTE MASONRY MAS. A. SIZE AND LOCATIONS OF STRUCTURAL ELEMENTS - X ART. 3.3G _ AMERICAN INSTITUTE OF A,I.S.C. MAXIMUM MAX, B. TYPE, SIZE, AND LOCATION OF ANCHORS, - X SEC. 1 2.2(E), STEEL CONSTRUCTION METAL MTL, INCLUDING OTwER DETAILS OF ANCHORAGE OF 2.1.4, 3.1.6 AMERICAN SOCIETY OF A.S.I.M MANUFACTURER !.1FG. MASONRY TO STRUCTURAL MEMBERS, FRAMES TESTING AND MATERIAL MINIMUM MIN. ARCHITECTURAL ARCH. MOMENT OF INERTIA I OR OTHER CONSTRUCTION _ _ _ ARCHITECTURALLY EXPOSED HESS. �"� C- SPECIFIED SIZE, GRADE & TYPE OF REINFORCEMENT - X ART. _2.4_3.4 SFC. 1.12 - STRUCTURAL STEEL NUMBER NO. �1J J. WELDING OF REINFORCING BARS X - SEC. 2.1,10.6.2, 3.2.3.4(B) _ -E. PROTECTION OF MASONRY DURING COLD WEATHER - I X ART. 1.8C, 1.8D BEPA ESM. ON CENTER G.C. (TEMP < 40-F�u OR HOT WEATHER (TEMP > 90� _ - _ B' BL.W OPENING OPNG Bt i EEN BTWN. OPPOSITE OPP. F. APPLICATION AND MEASUREMENT OF - x ART. 3.66 BOTTOM BOT OUTSIDE DIAMETER O.D. V PRESTRESSING FORCE_ _ - f_- BUILDING BLDG,, OPEN WEB JOIST O.W.J. 3) PRIOR TO GROUTING, THE FOLLOWING SHALL BE CENTER LINE PANELS PNLS. VERIFIED TO ENSURE COMPLIANCECLEAR CLR PENETRATIONS PEN._: _ < Z z A. GROUT SPACE IS CLEAN - - � _ x ART. 320 - -- ."- B. PLACEMENT OF REINF. AND CONNECTORS AND - X ART. 3.4 SEC. 1.','2 COLUMN COL. PLATE CONCRETE CONE, POUNDS PER CUBIC FCOT P.C.F, Q PRESTRESSING TENDONS_AND ANCHORAGES - - _ CONNECTION CONN. POUNDS PER SQUARE FOOT P.S.F. ` ,� C. PROPORTIONS OF SITE--PREPARED GROUT AND - X ART. 2.6B CONSTRUCTION CONSTR. POUNDS PER SQUARE INCL' P.S.I. ,.- PRESTRESSING GROUT FOR BONDED TENDONS CONTINUOUS CONT POWDER DRIVEN FASTENERS P.D.F. D CONSTRUCTION OF MORTAR JOINTS - X ART, 3.38 4) GROUT PLACEMENT SHALL BE VERIFIER TO ENSURE - - X -� ART 3.5 DEFLECTION DEAL. RADIUS R. COMPLIANCE WITH CODE AND CONSTRUCTION DIAGONAL DIAL. RECTANGULAR P.EIN O DOCUMENT PROVISIONS I DIAMETER DIA. REINFORCING REINF, r n _ DIMENSION CIM REQUIRED REOD. V 5) PREPARATION OF REQUIRED GROUT SPECIMENS, MORTAR X _ ART. 1.4 -i-^ fi- DISCON I INUOUS DISC ROOF RF. SPECIMENS AND OR PFISMS SMALL 8E OBSERVED -_ DOUBLE CBL ROUND DIA 4r 6) COMPLIANCE WITH REQUIRED INSPECTION PP.OVISIONS - X ART. t,5 DRAWING DRWG I 0 0 Q OF THE CONSTRUCTION DOCUMENTS SHALL BE VERIFIED SCHEDULE SECT. �/ EACH EA. SECTION SECT. -- EACH WAY E.W SECTION MODULUS S STRIYMMt. STEELh 1 EQUAL EQ. SMATERIAL VERIFICATION OF HIGH-STRENGTH ENGINEER EQSEISMIC HIS V 0BOLTS, NUTS AND WASHERS . N EQUIPMENT EQUIP. SPACIPACI SHT.NG SPEP. - A,- IDENTIFICATION MARKINGS CONFORM TO ASTM- - X - APPLICABLE ASTM MATERIAL SPECIFICATIONS; EXISTING EXIST. SPECIFICATION SPEC, r-- STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A.3.4; EXPANSION EXP, STAGGER ST _ CONSTRUCTION ROCU ,',_MENTS_ _ _ AISC LRFD, SECTION A3. EXTERIOR EXT STEEL STD. _--- -_ STEEL STL. B_ MANUFALTURCR'S CERTIFICATE OF COMPLIANCE - _ X FACE OF F.0. STIFFENER STIFF, 2 INSPECTION OF HIGH STRENTH BOLTING -^ - _ �- t FINISH FIN. STIRRUP ST1RR. DRAWN m-: SMR/JM8 A. BEARING-TYPE CONNECTIONS - X AISC [.RFD, SECTION M2.5 B SLIP- CRITICAL CONNECTIONS r _ FLOOR FT. STRUCTURAL STRUCT, r•Ir •• / 'A _ X- AISC LRFD, SECTION M2.5 REF, NOTE 7 FOOT F1. STRUCTURAL STEEL TUBE T.S 3 MATERIAL VERIFICATION OF STRIICTLIRA.I STEEL - _ �� - F•0011NG ATG. �p pR pFr SQUARE SQ. A IDENTIFICATION MARKINGS CONFORM TO ASTM - - - - - - FOUNDATION EDN. SYMMETRICAL SYM FRAMING FRMG. V�� f� i s'f�C P STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 'i CONSTRUCTION DOCUMENTS - !_ --- - THREADED TWO GAUGE GA. THROUGH THRU. -` t U. � B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - - - ASTM A 6 OR_ASTM A 568 GRADE GR. TYPICAL TYP. 4 MATERIAL VERIFICATION OF_WELD FILLER MATERIAL - +� - -_ _ - -- GRADE BEAM GB oWGON _ _ « GROUT GRT. UNIFORM BUILDING CODE U.B.C. A. IDENTIFICATION MARKINGS i CN IIRM TO r.STM - GYPSUM GYP UNLESS NOTED OTHERWISE U.N.O. �� c STANDARDS SPECIFIED IN THE APPRUVLD AISC 335 SECTION A3.5; It A. _ CONSTRUCTION DOCUMENTS _ _ _ AISC: LRFD, SECTION_A3.5 B. MANUFACTURER-S CERTIFICATE OF COrNPUANCE� - - - -' HEIGHT HT. VERTICAL VERT. r HOOK HK EXPIRES: 6 3J 06 - --- ---- - HORIZONTAL NORIZ WIDE WELDED FLANGE FABRIC GHT WT. s 5) INSPECTION OF WELDING A. STRUCTURAL STEEL _ _ _ DESIGN: 1 1 DESIGN: 1 1-30-04 1) PART IALZ COMPLEI E PENETRATION GROOVE WELDS _ X_ _ - AWS D 1.1- - REF. NOTE (2 do 5) I*NCLUDFD INCL. WITH W/ DEVELOPMENT REVIEW _ �2�MULTIPASS FILLET WELDS _- X -- �- INF^D',TATION INFO WORK POINT W.P, _3 IS NGLE PA, _ - ��- - - ( INSIDE DIAMETER 1.D. c �S FILLET WELDS > 5 16 X AW; D1.1 REF, NOTE 2 !k 4) 1 -06-04 4 SINGLE ISA;S FILLET W�LDS < 5 16 - _ X INTERIOR INT. SHELL BUILDING PERMIT. 5 FLOOR_A'.n DECK WELDS 4 ___ X AWS D 1..3 _ B. REINFORCING STEEL^_ _ i _ •- -� JOINT JNT. 12-29-04 I) VERIFICA 1ON OI' WCLDABILITY OF REINFORCING - --� X Y - JOIST JST. T.I. PERMIT;01 -18-2 05 KIPS PER SQUARE INCH K,S.I. STEEL OTHER THAN AS1M A 706 2) REINFORCING STEEL-kCSISTING FLEXURAL AND -- X-` -- A.XIAL FORCES IN INTERMEDIATE AND SPECIAL AWS D1.4 MOMENT FRAMES, BOUNDARY ELEMENT'S OF ACI 318: 3.5.2 ORA:.,Nr, TITLE SPECIAL REINFORCED CONCRETE SHEAR WALLS STRUCTURAL NOTES N AND SHEAR REINFORCEMENT t SHEAR REINFORCING -.-- r4 OTHER REINFORCING STEEL _ - A -____...___- 6) INSPECTION OF STEEL FRAME JOINT DETAILS FOR - - X COMPLIANCE W/ APPROVED CONSTRUCTION DOCUMENTS u S092 U A DETA,LS SIKH AS BRACING AND STIFFENING - - rrlanl nI I�t�u 13 MC.MUER LOCATIONS I - - C. 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FUTURE�, , Ix� MEZZANINE ® FRAMING 6 x \ ....................03 592 «IS�6 Is 2 06'-0" 5. 0 s9.1 E TYP ---=--- � �0 'M i. sr s9 t jNIMiIIIIlIII - LgjI I NvNxO ( I 59t2 o1l` T111 iIII� I E❑ i II L, _ ._ _ I �- L — -r — (3) 2x6 ' , I W f 7 1 _ 1 O� 'b �IM97 LdS8.t � ti S CL ctV)��nn U W _ Zoo a�.., NORTH FOUNDATION PLAN Nop,�,(a)I, MEZZANINE FRAMING PLAN qM O S�. 1 8" - 1'-0" 0 ` a N < N () U F_ LEGEND FOC, , r G SCHEDULE SHEAR WALL SCHEDULE FRAMING NOTES DRAWN BY `,Mk/JMB CN�CKE1� [- JMP CONCRETE F00•i TNG-- MARK WIDTH LENGTH DEPTH REINFORCING NOTE SILL PLATE. BRIDGING AT JOISTS NOT SHOWN FOP, CLARITY. PROVIDE BRIDGING AS � PROFF F-- � �, f -�j O t t A SEE SCHEDULE THIS SHEET [A] 7'-0" 11'-U' 1'-6" (12) 05 LONG 90TTOM 1 MARK SPECIFIED BY JOIST MANUFACTURER. CSHEATHING t p 1 PANEL EDGE NNUNG4,S,s.7 SIZE NAILING ANCHORAGE #5 TRANS BOTTOM MEZZANINE rLOOR LIVE LOADING NOT TO EXCEED LIGHT STORAGE CRTFFZIA OF 125PSF 1� -- 1/2" PLYWOOD i/4"0 x 4 3/4" EMBFDMFNT .� EI 4'•-0" 4'-•0" 1'-4" 4 .L.AY BOTTOM 8d NAILS AT 6" U.C. 3x 16d NAILS AT u O.C. ' ❑ _ — _�) _ 1 `ONE SIDE _- EXP. ANCHORS AT 32" O.C. SIMPSON PHD HOLDOWN ❑ 1'-4" CONT, i -U" (2) N4 X CONT. BOTTOM 1/2" PLYWOOD 3/4"0 x 4 3/4" E'.1BEDMENT FLOOR FRAMING NOTES N 11GON � J --SEE DETAIL 5/S81 4 X CONT, BOTTOM <2> 8a NAILS AT 4" O.C. 3x 16d NAI,S AT 4" O C, //p0 LID 2'-0" CONT. p" (3) N 'Y _ _ _ _ ONE SIDE EXP. ANCHORS AlA. 16" O.C. CONT. 1'-4" (3) {(!5 X CONE. BOTTOM EN A' �� 3/a" TCG 4'x8' PLYWOOD w/10d 6" O C PANEL EDGES EXPIRES: 6 30 Oli 1) MODIFIES SHELL PERMIT FOOTING ` do 10d A 12" O.C, INTFRIOR SUPPORTS �— SHEAR WALL SCHEDULE NOTES: ��_,LL, ,;A,, 1 1 ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. O 14" TJI L65 JO!StS AT 16" O.C. DESIG - FOUNDATION NOTES 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON DEVF.LIOPMENT REV( - OPPOSIN; FACFS TO PROVIDE EDGE NA,LING ON DIFFERENT STUDS, OR 3x FRAMING MAY BE USED WITH 03 DBL 14" L65 JOISTS FLOOR FOUNDATION NOTES ' SEF_ ARCHITECTURAL/MECHANICAI. DRAWINGS FOR DRAINS, SLOPES, STAGGERED EDGE NAILING. 12•-OFi-04 AND OTHER FLOOR DEPRESSIONS NOT SHOWN. 14" TJI L65 JOIST AT 16" 0 C INSTALLED FOR FUTURE SHEATHING SHELL BUILDING PERMIT 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING ,AT DIAPHRAGM SHEATHING HEIGHT, 12-29-04 U 2x6 O 16" 0 C STUD WALT_ ' SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND U O.N. AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. 05 WALLS NOT SHOWN. 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 1 1 7/8" TJI L65 JOIST AT 16" O C INSTALLED FOR FUTURE SHEATHING T.I.NPER V.:0 -0 - ,)r EXTEND THICKENED SLAB REINFORCING 3'-0" INTO ' SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT 12" O.C. 1 FND. REV.: 02-04-2ti 20 ADJOINING FOOTING OF SHELL PERMIT REQUIREMENTS. THIS 15 TO INCLUDE ALL EXCAVATION, FILL AND 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. 0 GLU-LAM 5 1/8" X 33" BEAM FILL PLACEMENT REQUIREMENTS. 5) NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEAT�'!NG. FOUNDATION PER SHELL PERMIT MODIFIED FOR INCREASED WIDTH ' VERIFY ALL WINDOW AND POOR WIDTHS AND HEIGHTS WITH 7) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH SILL PLATE NAILING PER 0 BUILT-UPLEN HEADER. 2- T MEMBERS PER NAIL W/ 1/2" PLYWOOD SPACERS FOUND l I r1T_r � f FULL LENGTH (5 1/2" 'CTAT. THICKNESS), NAIL TOGETHER WITH (3) ROWS OF FOUNDATION PLAN AND ARCHITECTURAL DRAWINGS. SCHEDULE. 16d NAILS AT 12" O.C. STAGGERED --REFERENCE DETAIL 4/S9.2 FOR HEADER FRAMING PLAN 4 FOUNDATION PER SHELL. PERMIT 8) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE ENO ATTACHMENT. SEL SHELL PERMIT DRAWING FOR ADDITIONAL INFORMATION TREATED. EXPEND THICKENED SLAB REINFORCING 3'-0" INTO 9) SILL PLATE ANCHORS SHALL BE HILTI KWIK BOLT--11 OR SIMPSON WEDGE-ALT EXPANSION ANCHORS WITH i e ADJOINING FOOTINGS AND TRANSITIONS; SIZE, SPACING AND EMBEDMENT AS INDICATED. ALL ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY AT INTI-RSECTIONS AND CORNERS PROVIDE HOOKED BARS ENGINEER. 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WAY EPDXY ANCHOR / PER SCHEDULE :- 2'-0" -D" W CONCRETE FOOTING PER PLAN NOTE: — ANCHOR BOLT FOR SIMPSON V HOLDOWN NOT TO CONSIDERED AS ----AV - AN ANCHOR BOLT FOR BOTTOM PLATE. 1 �- Z L li '-#4 EPDXY DOWELS AT 24" O.C. Q `' AROUND PERIMETER W/ i4" EMBED INTO (E) SLAB � W HOLDOWN ANCHOR EMBED FOOTING WIDTH PER PLAN AND SCHEDULE PHD2 _51 80 7 112* — PH05 5 80 7 112". Z Q HD6 7/8 0 ( 11 1/4 1) ALL ANCHORS TO BE THREADED RODS IN HILTI HY-150 EPDXY G 0 6 SIMPSON "PHD' HOLDOWN DETAIL s NOT USED 7 6x6 WOOD POST AT FOUNDATION 8 NOT USED _ O S: & .3/4" 1'-0" .�8. 3/4" - 1'-0" �. 3/4" - 1'-0" S8. 3/4" - t' -i)" nRAwN Fir Sb�R/JMB � ;HECK EQ a� - � ��16107R rf EXPIRES: 6 SO 06� SSOED DAT[ 1 N\111,THICKENED SLAB REINFORCING DEVELOPMENT REVIEW 48" 12-06-04 I) I II I I N4x 24"1 EACH SIDE LAPPED W/ ADJOINING SHELL BUILDING PERE"T THICKENED SLAB REINFORCING--ALTERNATE I I ( II I I II LONG ENDS T.I. PER 04 .48" THICKENED SLAB REINFORCING I. 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METAL TRACK W/012 WOOD SCREWS AT 1 " PLYWOOD SHEATHING I PLYWOOD SHEATHING Q O N N 2 J C. — TJI JOISTS PER PLAN W/STIFFENERS AND ad �d L NN 2x8 BLOCKING BETWEEN JOISTS, 16d NAILS AT SIMPSON MIT HANGERS 6" O.0 AND BETWEEN EACH STUD L------� " o Iz. a � TGE KICK PER ARCH �g u�i 0 - TOF KICK PER ARCH---SHOWN DASHED FOR CLARITY SHOWN DASHED FOR CLARITY 9 In� i FUTURE FLOOR SHEATHING I ,•— 1 O 0 6" 7.C. 100 0 6" 0 C v j 1 I PSON H2.5 EACH SIOE OF $IMPSON H2 5A EACH SIDE OF TJI JOISTS PER PLAN W/STIFFENERS AND r 4 4 IT N ' R -- 2x STUD BEARING WALL �2� 2x6 (2) 2x6 SIMPSON M HA GES .__-- 2x DOUBLE TOP PLATE -- SEE DETa►. 5/59.2 _ �''r! -- TRIPLE 2x BUILT-UP HEADER PER PLAN FOR SPLICE - 2x STUD SHEAR BEARING WALT. -- SEE ----- SCHEDULE FOR NAILING REQUIREMENTS 2) 2x6 PLATE BETWEEN FULL HEIGHT (2) 2x6 - 2) 2x6 PLATE BETWEEN FULL HEIGHT (2) 2x6 ^" ATTACH TOGETHER W/ 16d 0 12- 0 C.) 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STAGGERED SIMPSON A35 EACH SIDE OF (2) 2x6 - I �7 O �— HEADER PER PLAN W/ PLYWOOD SPACERS I e CaIle) OR SHEATHING AT BEARING/SHEAR WALL 5 FLOOR SHEATHING AT BEARING/SHEAR WALL 7 GUARDRAIL 8 GUARDRAIL CONNECTION AT 5 FLOOR AIHEADER ��. � O 58 1" = 1'-0" S9. 1/2" - 1'-0" 1 - S3. " 1 NJ N 0 DRAWN e CHECK L �Y- 0 PROFf'�; r ORat;ON A. EXPIRES: 6 30/06_ iSS{!ED C,' DESIGN: 1 1 3Li-L4 DEVELOPMENT REVIEW 12--06- 04 SHELL BUILD'NG PERMIT. 12-29-04 T1 PERM1T:01-18-2005 FRAMING DETAILS p. V tfi S9 ,01 s� N1i1111 s1 1 -{O 11111'2005-()0()23 12 of-N 15" .JOB NO: 040103. eke , +-. e.re +..;+.w.r+n, .„ •rw.,W ,.,n...�........_..:...._.._....»...,_m., _.r-... .... ....�a`T"w.nr -�n-�s.�. ,.. _.. .._.._—__.._.._..._.,...-..-.,..,.,... '�.rw+c+rr++w.,�w:w.._...—,—.........,_,,....,...,e,....._.._.......,_..,..r,..,..........,...............,o....«..«.. . ,..... .. - ..r: „,.v�.�.._'p"�R'P I+IIII III IIFI III 11U i111!1 111111111 III If �Eoiei�mSTRIP ( n lilt 0. ICi IIII i I! (h 1111 Illt IIII Illl�llfl .I,,I,I,)1 1.�11f.1�IIII i1�flll�1! U t III!,I.i11 i IIII I II!!i III,I.,.II�I'I I.I,II, i l i(IIII I'i,III! 1111111 IIII liil IIII!ill i Ii1111 1 ... PIT 1 1 12 13 14 18 17 IB 19 20 21 22 23 24 2-!5 26 27 28 29 30 , ri it 8I I I OI � NONI a tOZy' Q_. k } LJ+I �J 'I (DLLII I i :. {ill.,h',,yi; i,,,.:- '`1.:):. ,. .. .. •' 4, oaf r., 00, v ! , ,, .;i'iX .< -: -" a,.�l . r� r. . i;.;",� �k. F , S. .. .: . ,- y r:,. „,. .. �.,:.. zP, '•..: a �.:;I �. >�t7�i .., r a; x., ... , ..,i . \� , .f '�IW,,. n V e too 00, ,rlip .,.... ,1.... .. r 1, t { PLYWOOD SHEATHING 0 SHEAR WALL EDGE NAILING AT DOUBLE _ TOP PLATE METAL STUD MALL PER ARCHITECTURAL w � METAL STUD WALL PER ARCHITECTURAL N ,1 (2) ROWS OF EDGE NAILING �'� -- 16 GA. METAL TRACK W/ #12 WOOD SCREWS 16 GA. METAL TRACK W/ 012 WOOD SCREWS FLOOR SHEATHING PER PLAN /� AT 12" O.C. AT 12. O.C. 2x8 BLOCKING BETWEEN JOISTS w/ 16d a NAILS AT 6" O.C. AND 16d NAILS AT EACH 2x8 BLOCKING BETWEEN JOISTS W/ 16d WALL tD " STUD NAILS Al 6" O.C. AND 16d NAILS AT EACH MIX STUD �/ M 0 — FUTURE FLOOR SHEATHING OS JOISTS T h:ANGERW�STIFFENERS AND �� SIMPSON �}�"� I — r LER A o HEADERTTACHEW1P 5 MPS�NN W ILCE44 PLYWOOD ECHLS DE 2) 8d NAILS AT TOP AND BOTTOM FLANGE AT EACH END (4 TOTAL) / — Q 2x STUD SHEAR/BEARING WALL PER PLAN -- _ ( --SEE DETAIL A-A a a4r �_. SEE SCHEDULE FOR NAILING REQUIREMENTS (3)TJI JOISTS PER PLAN W/SIMPSON ITT HANGERS 2x4 BRACES EQUALLY SPACED AND TYP --�'f ALIGNED TO LAP W/JOIST --i 16d ® 12" O.C•-- \,A H _ — A-A 2x DBL TOP PLATE — " (3) 1 Od NAILS P.T. 2x6 STUDS AT 16" O.0 BEARING/SHEAR ' _M- I WALL -- SEE SCHEDULE FOR NAILING 4x4xi'-0" LONG W/ (2) 1/2"0 x 7'• LONG I REQUIREMENTS - LAG SCREWS AT 8" D.C. -- (APPLY SHEATHING BEFORE JOIST INSTALATION) --`— — GL 5 1/8 BEAM PER PLAN 1. — 2x BLOCKING , 't--LOCATE AT PLYWOOD SHEATHING PANEL EDGES TA JOISTS AT SHEAR/BEARING WALL 2 TJI JOISTS AT SHEAR/BEARING WALL 3 TA JOIST AT GLULAM BEAM 4 WALL FRAMING 9. 1" 1r-0rr - 9. 1• V-0'I 9. 1" V-0" 9. 1r. 1. 0 16 GA TRACK -- SES: ARCHITECTURAL I --------------------------------- SIMPSON MSTC28 STRAP CENTERED ON JOINT --- - OF BEAM END AND DBL TOP PLATE. 2, DBL TOP PLATE SPLICE SIMPSON MSTA36 STRAP - --CENTER OVER SPLICE - — Li Li o 5 1/8 GL BEAM Ld 1 0 .............................................................................. V) .. ---' `--- SIMPSON ECC 5 1/4-6 COLUMN CAF Z 6x6 WOOD POST PER PLAN 0 NOTE: W AT SIM. CONDITION-NO ADJACENT WALL AND STRAP z 0 `^ V ) ;M P O g TOP PLATE SPLICE rFTOP PLATE SPLICE O 9 1" 1'-0" 9. 1• - 1'-0" N DRAWr� O, �•II. CHECKEO 8` 'f PROf/- OUGON fN A. EXPIRES: 6 30 D� ISSUED DESIGN: 11-30-04 DEVELOPMENT REVIEW 12-06-04 SHELL BUILDING PERMIT: 12-29-04 T.I. PERMIT.01-18-2005 t DRAWING TITLE FWI Wa DUAILS I I Main St 12230 S9 . 2 III JP2005-00023 3 13 of M15- _—_—. ,a B No: 040 1 •♦ .•r rrrr .. .. w. . ».... ,..,...,.�»-.,-.+...,....,..m,..-.°.. .......:..... ,,.:...... _....__..,.. ..., .._.,.:_:.....�.._,,,._. .....,..,-,..r._-. ,- — ._........-_._. .- _. ..... .. .. -,. .. ._,.. .. .. _ ...�..-„_,._......,...„.,,.-.,-w« .._._ �..,,—.ter..,.«_......,-..—..,...,_-.__ ... .. ....„..- . ...... _ n.wu! _ 'kb” �.�r,e�,�x.,4;^;, •,.,..,,,.,. ... .. _...,. ..:-.,..... _... --- -•-,�-ter••- .-- ,.....-.. ._- -- -. �. ..,. �!°.r. ... _. _ i, .,, :: •., ,. C m I III.I !Ii It II!�II II I {'�I I I I i ILI i..II�III I I,III�Illtllns f IIII, IIIII�ni'�`li�l�Iu1MYutlM�Mll�ltt�tut Ilt + �+' _,. '. 1cYiiYul�.Iln I InI_ I,r,-., -S,;>I,.,I. ..I•a,nt�,il. tllt!I►It Pit Ill 1111,11'11141101110,4" LE3181LITY STRIP o 10 1I 12 3 14 I i ILII1�7,n. I�s II :1°.9'i� K2�0 1t I'±I.",nI•YI!n'9"�I,I.I{11 I I�uu{n2u�4InI t{It:2Ir.°,5I,. ,nr111.up2. 8I'(;u0{7 ntl 2t�,u, ll:j.Pu ,ti.Quu i1n ulr�nl,l 29 -30 0 M1.1 , ,,f.. -s r. •... .. P 22 23 pow � O1 � 4,01,11 e410? t I I I I I11l�,llrl�l� l I I � I ► .I�,I,IJ„ ,I��,� OZ � g b I I I y ';, � .., •"d..{ ^�,t," .,Itr V f ��w � c �Y�e"�y''�i ".: �aS ,,TF� ' i,-..F�v ' I.,": h L;'.f"`� �1xl 11i Ali 110 PION Y r.. , I, A �, Yi 1 h, Y. 0 0 N 4' R � / CEIVE " R . a mn qui t)iCROWN () ARPET TENANT IMPR (:) VEMENT L ►�lvis;<c r In c. 1 V'g° , L f,r TIGARD , OREGON �aLJ 4 INTEGRITY INVESTMENTS OWNER 6324 NE HALSLY PORTLAND, OREGON 97213 TELEPHONE: 503-287--6783 FAX: 503-288-6900 , CONTACT: DOUG LEPPER YORKE AND CURTIS CONTRACTOR r 4480 SW 101ST AVENUE BEAVERTON, OREGON 97005 TELEPHONE: 503-646-2123 FAX: ',03-643-5531 CONTACT: DAVE CURTIS IDA INC.C � ARCHITECT 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97239 TELEPHONE: 503-226- 1285 FAX: 503-226-- 1670 I— CONTACT: JENNIFER BEATTIE W W CIDA, INC. ENGINEER 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97239 PARKING REQUIREMENTS LEGAL DESCRIPTION Q Z Z TELEPHONE: 503-226- 1285 Q 0 FAX: 503-226- 1670 TAX LOT: 4100 EXISTING BULK SALES TO REMAIN/REMODELED: 17,722 S.F. X 1/1000 = 17.72 CONTACT: STEVE YOUNG EXISTING OFFICE TO REMAIN: 1413 ST. X 2.7/+000 = 3.81 TAX MAP: 2S102AA W EXISTING OFFICE TO BE REMODELED: 2129 S.F. X 2.7/1000 = 5.74 a TETANE RETAIL: 2468 S.F.SPACES X 1'7/1000 = 9 13 SITE DESCRIPTION z 0 o ( I MIXFD-USE: U, I I I 100% OF 17,72 - 17.72 ZONE. CBD --�� '^ I V' 90 OF 9.55 = 8.G0 SITE AREA: 49,127 SQ. FT. -- �i, ' a cr i I I 80� OF 9.13 7.31 LANDSCAPE AREA: 8,317 SQ. FT./49.127(1100)- 16.9% O 0 � a TOTAL: 33.63 = 34 SPACES 0 ~ I EXISTING BUILDING FOOTPRINT 19,851 S F. Uj i _ � PROVIDED: 27 REGULAR (EXISTING) EXISTING BUILDING MEZZANINE: 1,413 S.F. 1 !J 1 ADA (EXISTING) TOTAL EXISTING BUILDING: 21,264 S F (Q� -- 1 ' .n vt z v, in 12 COMPACT (RESTRIPED) EXISTING AREA TO REMAIN: 5,775 S F. {� N I o o � a a TOTAL: 40 SPACES EXISTING MEZZANINE TO REMAIN: 1,413 S.F. ~` U \ z z r �1 EXISTING TO BE DEMOLISHED: 789 S.F. � Z , 2 Z I o 0 EXISTING TO BE REMODELED. 13,287 S.F. c�� tz o 9 z z NEW AREA: 3,..75 S.F. �7 z � L k z w z z 2 - BICYCLE PARKING: NET NEW ADDITION AREA. 2,468 S.F. W UJJ " o o TOTAL REMODELED/NEW/EXST: 23,750 S.F. / _ ' � D W u'1 W W W W DpEcKEC� BY-MMBJMB �- BULK SALES (EXISTING) 17,722 S.F. .3/1000 = 5.32 Uj Ul w z a N � z z z OFFICE (EXISTING dt REMODELED) 3-54?� S.F. .5/1000 - 1.77 BUILDING FOOTPRINT AREA. 22,337 S.F. n, �� -, o v a RETAIL (NEW) 2,468 S.F. .3/1000 ..4 = v U �X-' WwW a > > A A TOTAL SPACES REQUIRED: 7.83 p pC rV W fV hl TOTAL SPACES PROVIDED: 8 (� (c,,,,)� G C, m m wx �..., 712 U W 7d .-- � 2 W c7 t/1 _ INSULATION REQUIREMENTS \, ,�LS, - N Pq + Ui kn c N BUILDING CODE INFORMATION U a o,-- l 1— r t- �- ►- I to 59 r- N ccr ROOF R-19 • • OCCUPANCY CLASSIFICATION: M,B,S NON SEPARATED MIXED-USE WALLWALLSSOUND ATTENUAT'UN P.-11 DEFERRR-13ED � 1 O1 ID 05 PERMIT • • • • • • • • • _ _ CONSTRUCTION TYPE; ill B FULLY SPRINKLERED I �, Sprinkler • • • • • s ALLOWABLE BUILDING AREA: '3 , MEZZANINF FLOOR , BUND ATTENUATION R-1 1 1�piry Al BASIC (MOST RESTRICTIVE): 12,500 SF S DEFERRED SUBMITTALS Mcch?itit ->�-- OF INCREASE FOR SPRINKLER SYSTEM: 37,500 SF t _� ttumbtry -- 155UEp hArF: -- _ - INCREASE FOR YARDS: 4,750 SF i TOTAL ALLOWED: 54,750 SF MECHANICAL •-•— - TOTAL BUILDING AREA: 23,750 SF ELECTRICAL TtuI►I►E.n�inerrti+� ..--- DESIGN: 11-30--04 PLUMBING 9"Dmoinp DEVELOPMENT REVIEW TOTAL TENANT TOTAL STORAGE MEZZANINETAREA:AREA: 976 16.5625S.F. S.F, FIRE JOISTS NORTH � VICINITY MAP od.r J J', �'`'�, � 12-06-04 -- SHELL BUILDING PERMIT: 70. NO SCAI_F 12-•29-04 gl LOWA AEA INCREASE T.I. PERM11:01-18--2005 + It . 100 [F/P - ,25] W/30 It = 100 434 686 - 24 30/30Frt ►1'I T1 p [ / ] flrellpr A trsvdtl. ,.- � {/', .•IDC if = 100 [.63 - .25] 1 pp ► Fitt A4►*m --�" randtt+nt��fY Aprrtrov�tt I } - If = 38.27% gni dor ar Mw ett dQ+Mrtltttdd m. r�ldlI No. [ Q.Q.S- -Qv.�,d..�.... COVER SHEET Is = 300% EerMI�T .... S•M 4•tMr tp vlbw......... ............................. �11� b+eerirK .s , I11 , l Ac At + [At N /100] + [AI It/100] Job �0. �- vr, �1_q I Ac = 12,500 + [12,500 X 38X 100 + 1 X �'f0 U �x40 rJ s //! , [ / ] [ 2,500 3007./100] �p�i !)�.� aZ ------ 12 500 + 4,750 + 37,500 Cl V t V"r a� I TO * Ao Main St I?L.itl RLJ P2T1U5-0002.4 A„ = 54,750 14 cif M 1� , OFFICE COPY 04010,1.01 5t u ...M1 :s:' aTtw,ri�s:std•!r.'1AMfiau -,.. w: ,,.:. ....,a. .'-. ..,.. . r_ ,. \.PSF iSilt'Xlf vr$f�:�6'nL1P�#.WHi44F'��.}1!�}�/�r4.r.�'l•.e:_i,>TSIY Swi Y:..:.: kJ9','... _'. " 'F,�..: ,' .- .�.,: p Cm I IIIIII +11+11 l 11111,1, , IIT '11Y,II11 IIIIIiIII I?111?Illillllt!tlllillil?lit !11IU11 I?tl}It11111111I11�illl�Ull If??+1111 1111+1111 II Il�lli Il ll�lilliilll (ll f 0I cr 1 2 3 4 8 7 9 10 1 I 1 2 13 !a 15 1 7 18 19 ?_O 2 30 � t LEGIBILITY STRIP I I �1 2�2 23 2�4 215 2�6 217 2�8 219 ,1 4TL'h �I II a! HOW Sul GZ I it f I as ? ! I I e t