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ALL GYPSUM W--1 BOARD IS 5/8' THICK FIFE BLOCKING IS REQUIRED AT CODF TYPE 'X' U.O.N. MOISTURE RESISTANT THE FOLLOWING AREAS, 1',+E AT ALL RESTROOMS. A. ELEC./ TELEPHONE G. TOILET PARTITIONS 1. SEE SPECS FOR INSULATION TYPE 4. COORDINATE WALL CONSTRUCTION WITH RATING - EOUPMEWT ROOMS. H. TOILET ROOM COUNTERS AND INSTALLATION REQUIREMENTS AS DEFINED ON THE PLANS. Wf-5 B. HANDRAIL SUPPORT BRACKETS C. COUNTERS & CASEWORK 2. ALL FIRE RATED AND ACOUSTICAL ASSEMBLIES 5. PART.TIONS TO BE CONSTRUCTED FULL HEIGHT TO TYPICAL WALLS THAT ARE NOT D. DDDR FRAMES ARE BASED UPON LUTED STATES GYPSUM COMPANY STRUCTURE ABOVE UNLESS OTHERWISE NOTED, IWDICATED MATH A PARTITION E. CASED OPENING WOOD BUCKS TEST DATA. SEE SPECnC TEST REPORT FOR TYPE ON FLOOR PLANS ARE WALL F. WALL MOUNTED DOOR STOPS REOUIRED COMPONENTS AND ASSEMBLY. 8. FINISHES PER FINISH SC40OLE OR NOTES. TYPE 1 UNLESS OTHERWISE NOTED N_ 43/4' 4 3/4" AT-?A 4 5/B"_ 9 I/4' 7 I/4' b� WT-2 IIV TYPE 'X'5J9'6H19 --LAYER TYPE X51/9 6W3 80TH SIDES EXTRA�I r L'1YER WO' 9'METAL STUDS TYPE S✓9.6M6 ,•� 6J"l8.PER PLAN 25 6A>.• 16'O.C. SI � � BOTH SDE'S --3 1/2'METAL STUDS � , � � 16YP.SHAFT LINER 23 6A • 24'OL. TYPE'x'S/9'6WB .I 4.5FNAFTWALL STUDS In •-- 3 'METH.5TIA -3 25 6A • 24 O.C.. 6'METAL STUDS W TYPE .X' �• 25 6A.• 24'of,. C( 25 6A.•240 04 6M E1 � b01 151DE5 3 In'SouND BATT INSNX.. �/ 3 V2'SCXfV BATT INSIL. 3 in'BATT Sa�IND INSU.. -50IArD BATT INS.. IAN . � 50v BATT IN51Ni.. WT-6 I FIRE TEST, UW 41515, 16-IJ(ONE HRS 5TG,40 b '- FIRE TEST, V OF G 6-25-15(W HR)STD, 415-4�W FIRE TEST, U OF G 6-2°f-13(ZIR�STD, 4'�4q FIRE TEST, U OF G 6-25'15(TW FW STC, 4'S-4q TYDICal Partition Wall )Furred Wall _ 1 Hour haft Wall Partition W��II Partition Wall raci 111/2, 10 10 1/4' 11 1/4' 9 14 • , V C O I E IFS. 1 LAYER TYPE 'X"5/6'6WB 510'TYPE'X'616. 2 LAYERS 60 MIN PAPER 2 LAYERS 60 MIN PAPE1t (BOTH SIDES) 2 LAYERS 60 MIN PAPER � I LAYEW TYPE 'X'W9' (dim 51DEr,) 6YP SHEATH% DHI15E 6LA55 60LD 6YP°IfATHIN6 �\ R1.L HB6HT I IP Ht TYPE X 5✓9 �BATT / --I LAYER TYPE X•aro R-11, � , I LAYER TYPE 'Xm 51/9'C'M ( 6YP SHFJ�THIN6 �\ 4'RN3BER BAS NV, R-14 BATT INSTIL. -R-14 BATT INSiA_. DENSEW)TH 6LAYo 60LD R-Iq H/1TT IN5UL. I�/�-\ COMMM BFJ►n OF (hTH 51D'cra) 9'5TRUGT.S11A� 8'S'iRl1C�T.ST11DS 8'STRUGT.ST1 i AW15TICAL SEALANT (5EE 571RllGT.D!,,v.500 (SEE 57161GT.DW6SJ (SEE 5TRUGT.DWS5J 1C> I e'STRICT.STWS ' ' (5E STRUGT.DW65r1 ; ��) ; CARPET AND PAD,NIG 2 LAYERS TYPE 'X'51/9'6W51 111,Y132 TY'F-. *Xw"a 6Y'® Illllllillllllllllllllllll� I'II 11111111111111111111111 lIlUIULILI1JlU1 Ula. UL'I1• lyIUUL-.kl U_1L - WT•-9 WT-4 1 WT-10 -- _-- ---- • e - WT-1 J 2 V2'HTL.FLR TRAGIC (Dtotion Wel 8 Partition Wall a Partition Wall = Partition Wall Ptn. & Fir. Connection IG F: GRID m - ufm SEE PLAN 1' 1 7 a" 1I C CONTRA:FRAIL*TO- -0/2' V2' °-il' 51ftT ROVE ELEVATOR SHAFT �-EIVILT�ROOFIN6 5 V4' 1 V4' 13A!' 4 VD' 4�,Y� LAYER OF I'FRE0D. ATTAGHI TO M%M% I V2 MR.DECK 80.GALL dITTON W-3iF RUM TO 5TPi7G - u, WT-3 WT-2 -� � j- -25 6A.STL STRIP +� fr---- ---------------------- -------- ------ / FILL CAM WVOWAUTE - 9'•ELV.MAC+H.RM. STAIR611AFTYNAY y�x r�� 51I4DARAL F7<�:' ---rte RIGT?A%*fi,RJ C4mwm.- LAE MGH DUCT � 6R=A5 IM _ '� FRAI%SAO. DUCT NOT 58MK OQIIBOR I M11 1 MN !" I �- SLAB EDGE I FROM r SEE M6G11 DN55. W.AWIST.CN.6. 6'�STAR'G' FAO FACE 61'6-� n v I I' 1'4 6A.5FJ1FLEfi Durr. 4.2HR N LAYER W !>�id15dSQ 4 SHAFTWALL 616 PM68 I HbUR SIw/FIRE "' 9 AT SLAB EDGE _ DAHRER - �` PACK ALL JOMTS W � I 501ND BATT 1611 DMC1 SHtVA15 CORNyDOR TlfidIAF4A3z FOR FAKE RAT* PACK ALL JOMTS �� W D044AFM FOR ELFVATC.R CAL WTTON OR �1 FRE RESISTANCE i Ty MI.L"3%VEitFY 511E EIVATOR LOBB1r OF BIAUCOUT W ELEV. (3)LAYERS 51NPPLER GL6T-1 TYPE 'x'a* I 0303 Elev. Call ButtronK )UoZ&ei1,n QStarr Shaft DO.g Mechanical Shaft Detail T m / N NR4tATBD Afib'OLY- f ^-51A!'TYPE-X 616 ON BOTN 54780"!VY MIL 511D FWPM616 3 32 61A 11BUlR SIDE NIG.TVP. 3 31 9 b 4.3 b 4 14 u 1rr 1.-0 yr 0 1 1110' L4-4- L J 510' I ` ' Corridor IA, H a 3 a 3N' D. -Lif-2A M RSTi000N Ty,Dotal N - H L i PACK ALL J51 VOIDS OEM" 9 I f W-2 10'IA W-33 P-1 REWA90ER FOR FIFE � 10 3/40 0 P.1 NT-2lINCO � NTS tn Rim ar PER 2 F4E F'ROOFM6 TNS 0 -�� -ML Sm w W TYPE W-4 �\ x 616 ON BOTH 56E5. •� �"d o 4 VD' 5 310' 5 310' 4 510' §' , , I F ( $HALL TYPE C I _ f ..•., 1310' 1 W' 2 V2' 9 U- � SW BATT NNIL 4 UD' 4 NAY SM' A V:'' i'4 V2' A vz rco �' r� I 5' Partition Plan Partition Plan Detail Partition Plan Detail 24 Full Ht. Wall Detail A7.1 ro 1lIN.� � 1s of M �•� _�- ' .. ., .. ..r: �Ww-F..".., , MIF.,ft, ,' u IYr ., , .. hte.+aot,✓r,M"t k.r:�...ajj� ,tq►�dtlYA9YA�iYr ""'i ..�. 4;srr 9a •WMrr•w•s•,wa.Mww.w..m.wF..M•rw1.�A _- s.r r.rr..wnw.,.r neMrwawntn•n•iMh. .... .... ..... ..v ... 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LOCATE PER PLAN - w TYPE-'h' a6. ON DRAMNS A v- CN HIL.FIRAM16. -� .•+ LME OF To - -� WALL TO UNDERSIDE OF 5 VR ("Tm R rim STRUCTURE ABOVE. DETAIL o� __i�®ro -- RETURN AMT 6RLL&RILL WmTK SEE _ SECTION 4/M.4 FOR LOLATIAlS. 0 DECK TO BE 10/ 4.5. `�''��.�'••' TTVI: �,, PAW. )( PAMIH)WOOD Lib. 2 1/2' MTL. STUD W/ F, t4b_I�'PE- 616 Zr COVE;PANt'IED. 5/B' TYPE-'X' G.W.B. ON HTL h y 515'TYPE 5('6M5 E- .� 3 �'TYPE'%' --1 i TO OF ON HIL FRM/i6 - -- �* — w7/' TYPE N(MrAIad(A" ONBMTL FRAMING B � - -- I NV PLASTER OffM STW,ABV. ° ---- - MOLDN6�7C1D -. W TYPE'X'600 Ir PTD I ON HIL STUD5 6MD�SOFFIT i - ° C16.COVE - I BEY01D. -_ r - _ ,_ W4W4'TRH W I I / EDGE NIG• of TENANT AREA 6w ft ON chi tC a 61'lb.SOFFI T BEYOND PLYWOOD 915E I T� TENANT SSP•,r o :r eg WD PILASTER BEYOND o 501AD BATT — - I CORo"�t MALL A p I w/ CAPITAL and CROWN MSUATION �- MOLDING BEYOND Itr I I I/2 CARPET " � � I mI UNE OF WALL BEYOND. E' 3• v 6' 1 0 3/4 6' 6' r 10 3 4' - � p• 9' _ S� I SEE LbLM6 8` 1'-10 8/4' a 9A A93 Soffit Detail DetaiSoffit Detail C2>jQ11i1 � � .1 � 6 Soffa Detail I OF PARTITIOIL :�'IYPE 7f' SSD'TYPE X' N7 FACE TRH• �r � 61'6 ON MII..STUD TO UNDBA91)E OF 50FflT ---.-- I 6M ON ML STUD TOP,BM AID SIDE\ IND FBM AND 5N7E5 STIMIG ABV. < TO UNDER5IDE OF APPLED TO AFP'LI®TRIM '6NB.8A13tEL vAILr. SIM IBM ,x I SIMADV. r, SEE WTION EV 52 1lMLAlpI DECORATIVE NO �_a ' � �_--=-- r _� ]Mt Ei.EV p 616 NIG o I �.HD 700 ' 616 RABBET VAULT. 9W WLL 2 TENANT AREA I 4 V4' I �� // / SEE SECTION B/5.2. I o I WD PARI ` �, \ /,� 60650"W rD TRH g o- \ 6WB SOFF+T LavE b C _ r- I � CAPITAL HD T�BELfK — HDPLASTER TRIM,99 OY1 1O PAW----- ID w 1D PLASTER I S14' DEOORATIVE WD PAk3 TRH 5/B' NOTE.ALL STOW JOINTS• STAND WD TRH VffAATIVE WD DECORATIVE 1 Of aA1111E ND s Nm VWY A,TUAL SOFFIT 1 FACE IRM PLAM PINU 01l ARM FACE OF PU61Qt dI6E \ I FACE OF PARTINNON STAND WD TRIM FADE TRH M 3 GR01N MOLOM6 1 Irl' 4 V4' ACCAI�NriLY'TO FLASH STONE TO BE A5 TI6111 A6 FN75>5�E NOK IM, 5101E to o &r6E q TYPKALLY I 8A6E R7LI5N ALL WD PANEL PILASTER NOK Ddl ST40 PAIR PILASTEi 1 2 V4' 11W Qlf 1 2 34 El M ED6E5 ELOC ' BASE POL15H(YL I oC ADHESIVE— y\ (21 IR.S",LL A59ftY E fD EC6Mi,TYP. �" i I V2' - 4 V4' WD TRH i 171 LAYEFLS 5/8'TYPE X 6M9 ADFE5N'E --' �--� t .`moo - PNEL TI6Hi ` ABY 2 V.'MTL SMS W 1 6YP. NOK 12542'STA�� Imo-TENANT AREA ON 2 U7 ML.STUDS W NOK 12542'STONE -~ ' ( � a TO WALL. FNIEED, VD(2)LAYERS � ----J I FLDORAI6 GUT TO ALI61t I I'EYP.FREED.OPP, R.OIt7FUN'i CUT TO OLL16N I °� SW NFE-X 616 OPP. -- ERA% I SOUND BATT 5Tt�.�STRIP � 4 �T�FW�. 2 n Q TERIiAIIO STRIP. M 9JLATNON TERRARO STRIP. Bu1Ho� 4D STONE� 5 SPL MTL ELEV DOOR 1Ah6 tr DECORATIVE W PARI MH, h- ry - - Imm MALL BA6L --- YD TRIM E6 OK UV�ET - AR B� I-0' NOM TILE CUf DECORATIVE WD PANEL TRH MORTAR BED RF �TN°CUT I REF? TO PLAN FOR—�_ 1D PLASTER STANI.ESS STEM BUTT JONT. P�JI�SN ALL � ��PLASTER BASE w PANEL PIASTER � VEftlFY DEfIH OF TLE WALL TYPE � ACCBTf STRIP --� HR ELEV DOOR FW�lE DQ105Eb EDifiPS TYP'iGN1Y. �_ Ito Bq NTH ENLARGED PLA f) l PSA ter Detail $ Pilaster Detail I I De orative Pilaster J Decorative Piaster Decorative Pila ter Wail Panel 0 L44 10I =I : l Ir-0� o IL Aboae Dar I s O r PTD 6M ON HIL STUDS LAE OF 61'18.� m n VAULT•SNlLJYR SEE W'TYPE-9C 6MB ON LNEAR SLOT SECTION B 52. MTL.FTUMIN6,PTD.UNA. s y� DIFAISBt FULL A�� -- ---- ---- - I0121 1 DTH OF EAST f WEST Elm OF LOBBY CE N. -- FANIM SII 4r-- 3 '`can MOLD'A6. W.ACOII5T.CL6. SUSP.AGONIST.U,6. b D�.,ORATIVE PLJ151ER T4 ( --------_-- 6w SWM"COV/ &YOND lh DUD' S' 9' 6• y, g 3104WO TRIM 0/ VA BEAD ED6E NOM VWT STONE FLOOM air TO ALkSN I -LME OF STNIlP56 STTfl I o MALL BEYOND V! RAW 511w. TLs CARPET MORTAR BID 1'ti," i REFER TO FLAN FOR 43/4' 2''4 IIT1' Vm TLE DEPIN NI MALL TYPE 6 V2' I'4 V4' 0 6118.MALL BEYOND MALL BEYOND;PAMTED.� M.AR�FI.AN5 OR OTT M.4 a PAKS. ��l6a ,1 : ,� , offit Detail I _ Soffit Detail �= Soffit Detail = ffi Dotal I • � • I s1' � � • � �I I�lrl�-0 � �i� . o t � ta�� W-17 �n n �:� nd C3 s� N i •s. y� T 93 `frMr i 0 o 4w nj .�. Q a 1, p G J A7.2 L ow qwk ,I /1 of _.•••• - ..oft M.N'IOMtf.IwiYwMvv.KRiYYW.gWfuMWw.u .%... .a.r•ar..ur:IRTJMYYar..u..wwa ..` 1,. 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N PIOLI5IED STARM SIM NAIfM RtX.1 W STAINLESS STM DOME ATTACH TO BRISINT 11114 R PLAT® LFSET N BR16H1 BVdONZP GYLIDSI KL BRALKBT NEW,61W1 PI71 ISNI \-! ----- CANREVEAEO CLASS 1� .23/4' a Ur I yr WI!"SI'STEM 4'-3 4A6'Gl1_Vt 4 V2' \ A1TAt31 TO RAL PER -" 1/Y CAP W GWT!fbERfD 41-0' STAN TFm TD.WL TO.HRN \ N ,--W AFF. WIMEACIINER(ECOMIMION — _ GLASS•PJNC TIPICAL 1'-V AFF. i �� h I PIxIAE!?STAJNLt?56 511$ o HIMO Al W BR16HT BROWN • , � O Handrail Endca Detail RING SET FCCL15HfD STAMM SIM � 1� Nm U_ &&%PANEL M / � 38N�POUSIED STAMkESSTSTEEL HAMM HANDRAIL W BMW woe TRW'� TREAD t R15M M3606 0 6 AG fan RN6h LL ur X 3'IN T PICAL! PER REI AND 56GTaK BOTH M„� �5Y5 - U Ri Detail lCl► ur R.AT®ROSrE TYPICAL TO BE covE�v w GAtaPET 4 I7 u1mJ�vsa3D 6W56 i 6LA53 � � H'-0 V1' i u N L 4 ORA=PER W6R ATTACH TO 51RN66I. ` IVY 11/2' ATTO PERGR. - V2' I/2' BRACK:f PER NF6R 4 ( I I MOOD BASE.RETl1RN ATTA(,H TO STRIWU7 Vr I .� STANTfl - .• ' ° '♦ ° i • ♦ I TOODLEO EDGE•90. WOOD MRH TYP,UJID. STAIR R!!1 ----- -} 1 W' 'rte NIERMEDIATE hYVl MM TRIM:, SIAM U.N.O. 3� BEYM AND 05M m ati 5ff f31ARG�R-ANS ( �. GONG.FILED TREAD f. D0W BEYOW- FOR FT OOR F115HL I ,LTD.GONG. `�` �' •o ,o � G d Bl0GK15 A5 TIEiiD. 14 6X&5TL W& ATTACH POST TO SIU.AS RM. STARRLIN BEYOND � Detail Elevation a&A �f 1501A1E!>f5fi1lAR MAT6tlA1 Ab tNEQU. NIEfEfDIATE WN 1. 28 . _ ��i Rail Detail o Floor LandiQuardrail Detain �� i (DAalr 'B' Detail � � � 4 Quardrail Detail 1 1 u4' 6' SEE PLJUS4 VY i 1%1 "m 7m LINE OF STAID WOOD TRIM•LANDN&BEYOND. y 6LWlDRAL H3r7oHD 4 6 2411%IF BEY010. WdW HH.FOk- Al."EJD OF SLOPYT6 WOOD TRH W 11TH � �� TOP OF TRIM AT INTERB'ADATE LAIM.- UINNLEYEiN�6LA56 ALkSN ACCfI(F RWCfJ OX 1% RAL mat S>3r DML - it WARALS ACROSS STMRWiY _ 3 3 VY x 3'DW BRONZE PLATED ROSE,TYWA_ TA.HRAfL ''' - 2-10"AFF. FOU905511_ II II 'T_ —' - ' NDTC PM TRH TO AGCCEIIf RY166 511FW..ATTKAW PLATE Ab REWD. POl1SHI�D STANIfSS STEEL HANHORAL PASS BY WALL BEYOND. i . 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TRIEM ale RISER DRH96k71i5 PER NOTE:Y13tIFf IZFtIUW 2 PLJ1N AND SN ICN. BOTH TO BE W&TORY 511E KITH ONm St STAR COVw NTN CAW" e •ftair 1131 Iat�iil 7 Stair 'B' Detail - Rail DO. o Intermediate Wall Rail DO. • Stl. 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FRAME 3-1 SOUTH EXIT CORRIDOR TO STAIR 'A' 3'-0' k-9 t A LFI 1 3/4' WD. 1,ti WIRE HM 90 MIN 0 ELEC STRIKE v o a PBt SG49XULE 3-2 SOUTH EXIT CORRIDOR FROM WOMFN'S ROOM 3'-0" A LHR 1 3/4' WD HM 20 MIN ` m " O U7 Jr.tW SEALANT 3-3 SOUTH EXIT CORRIDOR FROM TELE/ ELEC ROOM 3'-0" A RHR 1 3/4" WD HM 20 MIN 5[ 2 1 2 ON EA. SIDE oOtt 2 1�2' MTC. STUDS L LAYER TYPE •X'5✓e•6PB O� 3-4 SOUTH EXIT CORRIDOR FROM MEN'S ROOM 3'-0" A RHR 1 3/4' WD HM 20 WN b4S SOUND BATT INSUL. I'ISM PANEL 3-5 NORTH EXIT CORRIDOR TO STAIR 'C' 3'-0" - 1 A RH 1 3/4' WD. 1/4" WIRE HM 90 MIN ELEC STRIKE UNE OF SUSN. P 5 U4' SUSP. ACOUST. CLG 2 1 2" MTC. STUD BENT 3-6 SOUTH EXIT CORRIDOR TO STAIR 'B' S-0" A LH 1 3/4' WD 1 4' WIRE HM 90 MIN ROD(TOP � OVERHEAD- 2 1/2" BOX _4•E��p / STUD 0 JAMB -- _ 3-7 ELEVATOR LOBBY TO SOUTH EXIT CORRIDOR 4 AIR A LH/1RH 1 3/4' WD HM 20 MIN /� MA& i'iXD OpEN,b pEy I'E.IFS. 3 3/4'GOO SMOKE fli."RER DOOR SILENCERS OR 1K,1ii1 TO TlN1El CLC AB(t1E SMOKE SEAL-- SEE SPEC. 2 LAYERS 60 THIN PAPER " 1 LAYER TYPE 'X'5✓1 6YP SFEA'iHIN6 • H.M. OR SOLID CORE -� DETUSE 6LA56 GOLD f1lOQ('G AS REQ o, WOOD DOOR I '' ACOL=CLG J-YCLDNG NOT TO FRAME 4 4" -- SEE SCHEDULE l j 1 LAYER TYPE'X'"0 00 FOURTH F L 0 0 R _ r 1 R-Iq BATT INSIL• 4-1 SOUTH EXIT CORRIDOR TO STAIR 'A' 3'-0" -9 t A LH 1 3/4" I:.? 1/4' WARE HM 90 MIN ELEC STRIKE IL e'STRUGT.Snit (SEE STRUGT•L w%Sj A-2 SOUTH EXIT CORRIDOR FROM WOMEN'S ROOM 3'-0' A LHR 1 3/4" WD HM 20 MIN e 2 LAYERS TYPE 'X'"a 6N6 4-3 SOUTH EXIT R " g� GOO C&M CORRIDOR FROM TELE/ ELECT ROOM 3-0 A RHR 1 3/4 WD HM 20 MIN 0 @ n �y a N.YR FRA1E � � 4-4 SOUTH EXIT CORRIDOR FROM MEN'S ROOM 3'-O` A RHF 1 3/4" WD HM 20 MIN NFLE EGRESS DOOR FRAME ` .� "Tr7 4-5 NORTH EXIT CORRIDOR TO STAIR 'C' 3'-0' - 1 A RH 1 3/4' WD. 1/4' WARE HM 90 MIN 0 EIEC STRIKE II l/2' 4-6 SOUTH EXIT CORRIDOR TO STAIR 'B' S-0" A LH 1 3/4' WD 1/4' VWRE HM 90 MIN 0 �' 6 Head o Smoke Door •I KHead/Jamb Detail Door Jamb Detail 6 M p R MAG, HOLD OPEN/PANIC DEVICE - 5L& • .1 4-•7 ELEVATOR LOBBY TO SOUTH EXIT CORRIDOR 4-'1�' A RH/LH 1 3/4" WD HM 20 MIN � I 4-8 TENNANT AREA TO EXrAOR 3'-0" 9'-0' C LH 1 3/4' ALUM 1' TEMP ALUM 10 LF4'•►t•D LUUI " 15V _ fY 4r•9 TENNANT .AREA TO EXTERIOR 3'-0" 9'-0' C RH 1 3/4' ALUM 1' TEMP ALUM � 0 0 CALLM R-H BATT N5. 1 ROOF PENTHOUSE r 1'EJFS.OVER , I - R-1 STAIR 'C' TO EXTERIOR 3'-0" 6'-8" A RH 1 3/4" HM HM 90 MIN 0 0cc SID'EN8 91EXTHN6 ``—'y I t`' �. 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OF STTiI TIM 5ff M IGY45 Ims ewNM Mtwy StIRl000-00lT not N .. to 4 : > aruoac.enga ,�.. t~ ii I d '' I IIIIIII�IIJilil illlll II_IIIIII UJIIIIIIIIIII) �I'�I I�1 ,, 11111.1 II111l�• II 1111111 Illllllill.11�ll r. Illlillllllllll Illfllllllllfll ��I��I�� I��I�� I� II�� l�ll��l�� II �� Hill` 1I � IIIIIIIIIIIII IIIIiIIIII r I;i4 Ib lAl ItIN Illi) I)lftd 1 "IIfDflllllhf+ thl IhIIIII 11 � Iq ..f 7 i n� Indn7111ntlti�tntbtd tri.rndf ii I�dlnnhunhimtTitlt��mtNl�i�nnhl �tobit�uuli��wd. iutl �uttl �oohi wthuiltl'l�Irdl �nohiluuln�iluuLis i glla..wi..... . vs r.+w.0 -... ..., ugh..,. .«i,..ttt.R.,.._... . ....« .,. .s..,.....w..rx...•rr +uer .•-..•. ...... . w .««+.+.rFrwrw . . -...w. M+.MMw•.. .ww. ww,a.nw .. «w..iM.,..e.....w•.». w.....,wi.....a,1.>avi-. ... .. ,.. : ..,..i,,.,•, ... +...,,u..:tirrYw., +1.,,. .. .. :•I ,nr` . ^y 1� r iA, 4 DIVISION 1 - GENERAL REQUIREMENT$ 01300 - Submittals 2. It is the Owner's intention that all material be new 02550 - Site Utilities 03300 - Cost-In-Place Concrete c• Construction Joints: Provide nominql 3,14" x 2 C1 N and first quality. Repairs may be made for minor 1/2" key at all construction pints, unless A. Constructie,i Schedule: Provide projected construction imperfections with the Owners approval. Repair A. Provide water service with Nater meter at property line A. General - Provide all labor and materials as required to otherwise noted, 01000 Scope of Work schedule for the F,itire work. approval does not waive the Owners right to dem%nd and extend to within five (5) feet of building for mix qnd place cast-in-placO concrete. Conform with the replacement of material if repairs are not deemed connection by the Mechanical/Plumbing subcontractor. requirements of the following standard specifjcotions as d. Expansion Joints; Preformed, non-extruding A. The work included in this contract shall consist of the B. Shop Drawings: Submit shop drawings, brochures, and satisfactory. Refer to Civil Drawings. Provide separate exempt meter supplemented and modified by the structural plans and expansion joint filler 1/2" thick unless consiruction of the shell and core of a four story project data as required fpr all aspects of the work. for landscape irrigation. general notes. otherwise noted. "Fiber Expansion ,Joint Filler" office building of approximately 90,000 g.s.f. and Shop drawings submitted for approval shall illustrate 3. Completed work shall be structurally sound, free by W.R. Meadows, or approved. associated site improvements. proposed materials, parts, layout and relationship to from damage and disfigurement prior tc inspection B. Materials: the bUildin components. Approval of such shop drawings and final acceptance. Permanent mechanical and B. Provide connection to sewer and extend to within rive c ,.. g p pp op g P e Joints in .,labs: Four to true, straight lines, B. The Contractor shall provide the services of a qualified does not relieve the Contractor from providing electrical systems shall be operated at capacity at (5) feet of building for connection by the maximum variance from true line of 1/4 inch in design/build contractor as approved by the Owner for equivolent specified material. earliest date. Mechanical/Plumbing subcontractor. Furnish concrete 1. Cement shall be an approved brand meeting the 10 feet and no irregularities across joint in �, a mechanical and electrical services including HVAC, pipe, reinforced as required with precast manholes. requirements of ASTM C150-65, Type I or Type 11 for excess of 1/8 inch; extend reinforcing steel Plumb'r , Fire Protection, and Electrical. C. Approvals: Provide sem les of materials for color or 4. There shall be no exposed pipe, conducts, ducts, Design in accordance with"Standard Specifications for areas with no reactive aggregate. throw h and la splice beyond joints. N 9 PP P 9 P P fro >o �� +• pattern for Architects approval. Samples shall be vents, etc. in areas with finished ceilings. All Municipal Public Works Construction. Refer tq the Civil C. Specifications: The intent of these specifications is submitted in adequate time for approval and procurement. such lines shall be concealed or furred and drawings. 2. Aggregates shall conform to "Standard Soecifications f. Control Joints in Slabs on Grade: Carefully to establish a standard of quality of materials and Substitutions will riot be approved due to lack of finished. for Concrete Aggregates" (ASTM C-33). form in stroryht lires conforming with approved C. Provide for Electrical Utility furnished ad-mounted nttern equipment in order to obtain competitive proposals. The procurement time. Y P F. diamond saw joints 1/8 inch wide by 1 named material or equipment is the basis for the design. DIViSIGN 2 - SITE WORK transformer and furnish secondary service to electrical 3. Water shall be clean and free from oils, acid, inch deep; delay sawing of joints until 12 hours � Other brands must conform to the quality standards of 01400 - Quality Control do Testing of Materials distribution center located in the building. alkali, organic, matter or other deleterious after placement; but before 36 hours after the named item. Brand and equipment that ore described 02000 - Subsurface Exploration substances, placement; upon completion of sawing, flush but not named, shall be first quality and adequate for A. Inspection by Public Officials: The Contractor shall D. Provide PVC type DB telephone conduits from the property surface with clean water. Maximum distance the use intended. Materials and equipment, other than call for all inspections required by Building Officials. A. The Owner will furnish a subsurface soils investigation line to the building telephone termination board located 4. Use admixtures only when approved by the Engineer, between control joints shall be 20'-0 normal to that specified, shall be approved in writing by the to determine geological conditions and provide in the electrical room. the pints unless otherwise opprowd; sets of Architect or Owner. Items purchased without such B. Inspection by Independent Agencies: The Contractor recommendations for footings and foundations, drainage, joints should be mutually perpendicglar. Submit approval shall be at the Contractor's risk. Requests shall call for, and the Owner shall pay for the etc. 02600 - Paving and Surfacing proposed location drawings to engineer for for substitutions shall be accompanied by full following independent inspections: 5. Other Materials: approval. specifications and full comparison of specified product B. The Owner will retain the geotechnical engineer to A. Install wheelchair ramps, qnd new sidewalks per the drawings substitute. 1. Observation of footing and foundation excavation, inspect and review excavation cuts and soil quality, in accordance with City standards and A.D.A. guidelines. a. Non-Shrink Grout: Master Builders Embeco 153, 5. jhe tolerance for building slab shall be not more and bearing capacity by a qualified Soils Engineer. inspect the foundation bearing, verify compaction B. Sidewalks and entry picza shall be finished with light or approved; mix and apply in strict accordance than 1/8 in 10'-0*, non-accumulative, and shall be D. Drawinkis: It is the intent of the Drawings to provide a requirements of fill and backfill a-- ' to report broom - finished concr0g. Provide colored and with manufacturers directions. finished to a smooth steel trowel finish with power complete project. Miscellaneous items not shown, but 2. Inspection and testing for reinforced concrete, unsatisfactory conditions. In such cases where patterned concrete accent feature as indicated and finishing machine and hand finishing where required. implied, :hall be provided and installed. Where masonry installation, structural steel fabrication satisfactory compaction cannot be achieved, as asphaltic expansion joints c.t 15' o.c. and as required. b• Concrete Bond: Grace Construction Materials Construction and control joints shall be located as discrepancies are noted in the Drawings or where there and erection, curtain wall attachment, eto. recommended in soils investigation report, immediately Dura-Weld C , Earse., Products Weldcrete:, or Indicated on the Drqwings, and/or as directed by the is a conflict between the Drawings and Specifications, notify the Engineer for determination of alternates. C. Provide extruded concrete cu►hing at perimeter of all approved. Emulsion type additive of plasticized Engineer. the Contractor shall immediately notify the Architect 3. Observation of roofing installation. paved areas and cost-in-place curb along concrete high-polymer resins designed for bond of for darificotion(s) and/or direction. The Contractor sidewalks and as noted on drawings. concrete. D. Miscellaneous Concrete Work: shall bear full responsibility for the effect to the C. Field inspections and/or results from field or D. Furnish asphalt paving of parking and drive areas Work for any arbitrary decisions made with respect to laboratory tests as required, will be furnished to the as indicated and specified on the civil drawings. C• Bonding Grout: For patching surface damaged 1. Trost all curbs and equipment pads as indicated or conflicts in or clarifications of the Construction Owner, Contractor, Architect, and Building 02100 - Clearing concrete, mix 1 part Portland Cement and 1 part required. I Documents. The Work, as described by the Construction Official. Additional tests, if required, shall be made E. Provide paving units (Mutual Material/ Autumn Blend) superfine sond with water. Brush onto surface v Documents, shall be laid out by written dimensions. Do at Contractor's expense. Materials failing test A. Clear trees, shrubs and ground cover necessary to at Entry walk and dr;i ' as shown on the drawings. to be patched. 2. rake provisions to protect finished metal surfaces not scale Drawings. standards shall be replaced and all costs borne by the perforrn site grading or a$ directed. Clear the existing and grout the following: Contractor. grade of all vegetation, paving and soil as required, er d. Repair Mix: Mix patching materials of U E. Site Visitation: The Contrqctor shall make a visit to as noted in the soils report. Top soil may be stored on approximately some materials as concrete, for a. Structural Steel Base Plates: Pack non-shrink the site prior to submission of a bid proposal to, in site for reuse as deemed suitable by soils engineer and 0265Q - Painted Stripes and Traffic Demarcations repair of minor consolidation defects• grout solidly between bearing surfaces and bases general, familiarize himself with project conditions, 01500 - Temporary Utilities and Facilities soils report. Remove from the site all excess material " " or plates to insure `hat no voids remain. and to verify that such conditions are as represented i not required or not suitable for use. A. Demarcation of parking sauces, No Parking arcus, e. Underloyment: For interior slabs which in Finish exposed surfaces. Protect installed .J the Drawings and Specifications. An discrepancies A. The Contractor shall provide, install and a for the approaches to access ramps for the disabled, Architect's opinion, are too rough or uneven to materials, and allow to cure in strict 9 P Y P P pay .• identification of parking aces for the disabled fire P 9 0 1, shall be brought to the attention of the Architect. following temporary facilities and utilities: B. :"onforrn to all City requirements and provide for P SP. provide a satisfactory base for flooring; lat,x accordance with manufacturer's instructions, or ' 1 protection of all persons and adjacent property. lanes, etc. shall o in indicated traffic the Drawing and as type, plastic stone V-217, Crossfield Products as otherwise required. 1. Field Office: For Contractor's and Owner's use with directed stripping local ordinances and traffic officials. In G-26, or approved, mix and lay in accordance F. Location of Lines and Levels: Estab!ish location of the heat and telephone. general, stripping"shall k four (4) inches in width and with manufacturer's directions. shall be Glidden Romark�3 or approved equal. Unless building on the property and establish grades and floor 02300 - Earth Work otherwise directed, elated stripes shall be a9 follows: level with bench mark. Verify with the Drawings and 2. Water: For all construction and drinking water P P f. Lean Concrete: For use as a bearing surface, as c� existingconditions. Inconsistencies shall be required. A. Excavqtion shall be to suitable bearing soils as "Compact" required, below footings or over excavated 1 immedately reported to the Architect for clarification indicated by requirements of soils investigation 1. Forking Spaces and Compact footings, fc=1000 psi 0 28 day. and/or direction. It is recommended that the Contractor 3. Electricity. Temporary power hook up; installed by recommendations. Sides of footings are to be cut Stall designation: White 2. Access ways for the Disabled: White c� retain a licensed Surveyor to locate the building, set electrical subcontractor• neatly with overcuts backfilled with concrete. g Curing Materials: As approved by the Engineer. 03450 - ARCHITECTURAL PRECAST CONCRETE finish floor height, set grades, locate curb cuts and Subcontractoro shall be re;iponsible for their 3. Disabled Forking Symbol: Blue I 1 ii Traffic drives, etc. during the construction. 4. Heat: Portable heating units as required to include excavations and trenchino;, Backfill for utilities 4. Indication Arrows: White h, Moisture barrier for concrete slab-ore-grade " A. Provide labor, materials, equipment, and related services 19 r er venting. Permanents tem may be used when excavation and trenchingOiall meet the compaction 5. Fire Lane Designation: Red shall be six (6 mil of thlene. Lap edges 6 necessary for the manufacture and erection of the P oP 9' � y p 02700 - Site Improvements ) P � J available. All costs of operation during the time requirements for backfill recommended in the soils P with material turned down into perimeter beams Architectural Precast Concrete as shown on the drawings and 01050 - Conditions of the Contrast of construction shall be borne by the Contractor investigation report. The bottom of excavations shall and interior reinforcing beams, Moisture specified herein, complete with all reinforcing, anchors, until substantial completion. Prior to such be protected from frost or frozen ground. Excavate to A. Site Improvements s��all include but not be limited to: barrier shall be neatly placed around plumbing inserts, bracing, bracing connections and erection A. The "General Conditions of the Contract for completion, all filters shall be changed and system depV,$ as required for footing and foundations. and electrical stub-ups to be set in slab. accessories. Construction", as modified in the Owner-Contractor clean, ready for opergtion. 1. Bike Rack N Rack as manufactured by Life Rax Repair polyethylene as required immediately Q g - Agreement shall be made part of these B. Provide wells, sumps, etc. during excavation as required , 3 bend Wave or approved equal. prior to placement of concrete. B. Conform to the requirements of the following standard IIS Specifications. to keep site area free of water from surface or specifications, latest edition, as supplementep and modified subsurface drainage. 2. Chainlink fence and gates with slats at trash i, Provide "Burk-O-Lith" concrete liquid herein; American Concrete Institute, American Welding B. All constructionshall conform with the Uniform Building enclosure. hardener/sexier by the Burke Co., or approved, Society, American Societyfor Testing and Materials; m Code, 1994 Edition, and all other governmental 5. Toilet: Provide and maintain an enclosed chemical C. Protect exposed bearing surfaces with compacted granular for application of sealer to floor slabs after Prestressed Concrete Insitute. .. i a ordinances and regulations as applicable. toilet for construction trades. Existing facilities fill, lean concrete or as required by the Geotechnical 02750 - Landscape Irrigation curing of 28 days. Apply per the manufacturer's ` < WA May be used if available. Prior to final Engineer. recommendations, heeding all requirements for C. Contractor shall provide and install all supplementary parts C. Each Subcontractor shall obtain all necessary qpprovals acceptance, thoroughly clean existing facilities and A. Furnish bidder designed timed and zoned irrigation surface preparation. necessary to complete the work as describe.] on the drawings and permits required prior to commencing w4, and shall leave in new condition. D. Furnish granular fill, capillgry fill and bedding fill system as required for all planting including those and herein specified though not definitely shown or specified. arrange for required inspegtfons and acceptance of the as directed for various conditions of installation. portions in the public R.O.W. work. 6. Sqfety. Provide temporary construction aids D. Submittal: Submit complete shop drawings to the Architect. 8including: Safety aids and adequete first aid E. Grade all areas away from the building and compact all C. Installation: D. Appropriate Materials and Installation treatment in accordance with WISHA and/or OSHA, areas within three feet of walls or structural elements 02800 - Landscaping E. The precast mix shall match in color, aggregate, texture, and guardrails, barricades, scaffolding, temporary retaining earth to 95% density as per AASHO Standard 1. Placing: Deposit concrete continuously in forms as finish the sample that is available for inspection in the 1. The Contractor and his Subcontractors shall review enclosures, and fire suppression equipment. Safety Specifications. A. Landscaping shall be as indicated and specified on the Landscnre near its final position as possible and in such a Architect's office. Submit four 12" x 12" samples of the the Drawings and Specifications for materials and standards shall be as required by OISHA and all drawings and as required by City landscape ordinances. Plant manner as to prevent separation of materials; force approved concrete mix aha finish. Repeat with mix installation requirements. Questions regarding applicable regulatory agencies. F. Grading and contours shall be as indicated on the materials and installation shall meet or exceed best Concrete under and around reinforcement and embedded modification, if required, prior to producing mock-up panel. appropriateness of installation shall be reviewed by Drawings. Grades between design elevations shall be even quality nursery standards. Plant materials shall be items without displacing same; except for walls and the Architect and the situation resolved. After 7, Construction Control: Provide special environmental slope, which, in general shall provide for positive guaranteed for minimum of one year from dqte of Columns place in horizontal layers of uniform F. Submit written guarantee, agreeing to repair of replace execution of the Contract for Construction, controls as required for trash removal, street drainage away from the building, sidewalks, etc. installation. Where drawings indicate size and specie thickness not exceeding 18", taking care to prevent defective materials and workmanship of the Architectural materials and installation shall be deemed cleaning, traffic control, noise and dust control. Grading shall be carefully performed for all paved areas of plqnt material and spacing; such shall be provided escape of mortar or flow of concrete; in placing precast concrete panels during the five-year guarantee period sgtisfactory and :ro substitutions allowed• to avid depressions where storm water may accumulate. and insta!ed. operations do not allow concrete to drop freely more beginning at the date of substantial completion. B. Temporary Equipment: Furnish and install all required Periodically verify grading and required design than 3 or 4 feet. In thin sections, drop chutes of 2. Properly prepare cll Work for subsequent Work. ramps, walks, drip es, scaffolding, shoring, hcjisting, elevations with instruments to verify compliance with DIVISION 3 - CONCRETE rubber or metal should be used; thoroughly compact G. Guarantee that sealed joints will remain watertight for a Unsatisfactory Work shall be replaced or repaired and other equip'nent required for proper access and Drawings and drainage requirements, each lift before placing succeeding lifts; place all period of five years. L prior to the installation of final finish. progress of the Work. Rernove upon completion of the 03100 - Concrete Formwork concrete within 1 1/2 hours after mixture has been Work. G. The requirements for backfill shall be as indicated in prepared, adjust length of time as required by H. Concrete Mix: Portland Cement: ASTM C 150 type 1. Use a 3. Furnish and install all rnate1als in accordance with recommendations of the soils investigation report. A. Construct all formwork to shapes, lines and dimensions environmental conditions. Tcke care not to place only one brand, type, and source of supply of cement Ell manufacturer's specifications or printed C. Safety. Provide and install, as required, barricades, Existing excess excavated materials may be used for as required to maintain the following dimensional Concrete when conditions will prevent proper throughout the project: instructions. Directions for such installation lighting, shoring, bracing, etc. in order to provide for backfill as directed by a Geotechnical Engineer or if tolerances: finishing and curing procedures; fully integrate 1. White Portland Cement for facing concrete mix. shall be on site prior to installation and qll the safety of pedestrians, workmen, and vehicles. laboratory tests indicate that such meets the each lift with previous lifts; no re-tempering of 2. Standard grey Portland Cement may be used for non-- miscellaneous and incidental items complete for Safety standards shall be as required by OSHA and all requirement for backfill. The requirements for 1. Footings and Foundations: Minus 1/4", plus 1 inch. concrete already placed will be allowed; stop pours exposed back-up concrete. instollotron. Make allowance for contraction and other applicable regulatory agencies. compaction and optimum moisture content for backfill and form cold joints at rustication grooves in all 3. Three aggregate types as selected by the Architect. expansion, and for the installation of sleeves, shall be as recornmended in the soils investigation 2. Wall Cross Section: Plus or minus 1/8". Architecturally exposed surfaces. After concrete 4. Fine Aggregate/$$and: ASTM C33 openings and recesses neces.;ory for the work of D. Protection or Work and Properties: Protect the Work and report, The installation of backfill shall be as has taken an initial set, take care to avoid any 5. Pigment additive as selected by the Architect. others. Do not cut structural members without the property from wo' ice, snow, wind, vandalism, and approved by the Geotechnical Engineer and shall be under 3. Slab Thickness: Plus or minus 1/8 . strain on ends of projecting reinforcement. written authorization of the Structural Engi,,rePr. theft by erection and/or installation of barricgdes, his supervision. Backfill against foundation walls I. Reinforcing steel shall conform to ASTM specification A615. Ali dimensions shall be field ver;fled and checked drainage, pumps, shoring and bracing, shall be installed only when concrete has sufficiently 4. Variation from Plumb and Level: Plus or minus 1/6" 2. Consolidation: Consolidate by vibration; thoroughly prior to fabrication of any items. Provide proteclti•le coverings and security as required. cured, and foundation waterproofing and drainage system with maximum 1/4 overall on any direction. work concrete around reinforcement, embedded items J. Fabricqte in accordance with applicable requirements of ACI ternplates where regyired for coordinations with Materials stored on site shall be protected from damage has been property installed and prepared, and into corners and shapes of formwork; eliminate 301 and as indicated on drawings. other trades. Job assembled items shall be cut for due to weather or other factors. Protect all Work in 5. Deflection of forms: Maximum of 1/32" at mid span. air and stone pockets causing honeycombing, pitting proper fit. If existing materials are affected, place from placement of subsequent Work, heat, cold, H. Topsoil shall be provided qnd installed for all and planes of weakness. Do not place vibrator K. Fabricate precast concrete units complying with the they shall be restored to new condition. All water or vandalism. Remove foreign materials from landscaped areas as indicated on the Drawings. Such B. Slope exterior slabs to drain. Closer than 2 1/2 inches to face of concrete, dimensional tolerances of PCI MNL-117. byilding components shall be installed in c; finished products or replace to the satisfaction of the shall be installed to a minimum depth of sight (4) minimum spacing of vibrators shad be in strict st(ucturally sound manner. Shore, brace and Architect. Repair all damage to adjacent property to inches below finish grades indicated. Topsoil is 03200 - Concrete Reinforcing accordance with manufacturer's recommended radius of L. Face finish shall bk•, lightly sandblast on all exposed-to-view I ternporarity fasten as required to prevent damage by include buildings, landscaping, streets and sidewalks, defined as Bassa Western or Pacific Topsoil's half and influence. surfaces. wipd or other construction activity. Remove when no half, or approved. A. Provide all labor and materials as required to fabricate longer required. Construction shall be consistently E. Protection of Building: The Contractor shall maintain and install concrete reinforcement. Conform with the 3. Concrete Bond: Coat concrete joined with new M. All precgst concrete units shall be erected level, plumb, checked for soundness, plumbness, and level with the security of the building until final acceptance; requirements of the following standard specifications as Concrete, including topping with concrete bond; mix square, and true within the allowable tolerances. They must instruments. Materials shall be new, free from dirt providing temporary enclosures, barricades, locks, and 02400 - Site Drainage suppl4mented and modified by the structural plans and and apply in strict accordance with manufacturers be ppsitioned so that curnulative dimensional errors are not or damage and installed with commercially accepted watchmen as required. general notes. directions. allowed. standards of that trade. Consult the Architect for A. The storm water drainage system is per the Civil height of article nrr; located. Drawings. All cr:istruction shall conform with the B. Concrete reinforcement shall conform to "Specificatic,ns 4. Construction Joints: "Standord Specifications fpr Road, Bridge and municipal for Structural Concrete for Buildings" (ACI 301) and E. Workmqnship; Experienced workmen shall be used for all Construction," prepared by the American Public "Details and Detailing of Concrete Reinforcement'. a. General: Form and locate joints not shown on trades incorporated into the project, and workmanship Works Associate (APWA), latest edition, and with the (ACi 315), as issued by the American Concrete Institute. Drawings, but required during placement as 0 shall conform to the highest standards. 01700 - Protect Close-out Clity of Tigard Engineering Standards, latest edition. directed by the Engineer. See General Notes on the Civil Drawings. L. Refer to the structural drPwings for steel bar F. In the pvent of a discrepancy or if the intent of the A. Finishirig do Completion of Work reinforcement materials grade and standards. If. Bond: Surface of concrete construction joints drawings are unclear, notify the Architect for shall be cleaned and laitonce removed. dorificption. 1. Prior to acceptance of the Work, adjust dpo>rs, B. Provide drains, catch basirls, and piping as required to D. Refer to the structural drawings for welded wire fabric Immediately before new concrete is placed, all hardware, mechanical and electrical items, etc, for complete the stomt drainage system as indicated on the material grade and standards. keyed construction joints shall be wetted and G. Guarenlee: All labor, materials, anu equipment proper operation. Touch up all paint, clean all Civil drawings as approved by City of Tigard. standing water removed. Where keys are not incorporated into the project shall be under full materials after completion of the Work. Pec,' E. Ties and Supports: Ties shall be No. 16 1/2 or heavier provided, bond shall be obtained by use of an �0 warronly for a minimum of one (1) full calendar year exterior joints iv form a watertight and weather gauge double annealed wire. npinforcement chairs or approved adhesive, cr roughening the surface in • often substantial -npletion cif the project, or longer tight enclosure. Clean surfaces with cleaners thit supports shall be approved wire or precast concrete an approved manner. Conform to Section 6.1.4, as stipulated by various equipment manufacturers, or will not affect their appearance or adjacent block bar supports, shall be as specified by he CRSI ACI 301. of strip, modified herein. materials. Maruo) of Standard Prc,ctice MSP-1-80. Iwo -W fid M �".� . . .,.-.•�,�plarf�et�R!41A0.1� „ •��Mn+rn�1' +r...r.........�._.._...... 1ltlll�lLrl III � 11111 111111111111,11 (�1111I1111111 IIIIIIIII i I , (:, � �. 11111111111111 illllilllillill tillilllillllll Illlllllilll Ii llillllllilllll llliilillililli illlliillililll Ill�lllllllllli ��li�lili� 10 12 14 16 oil• ;• , ; ;.;, ., ml. � . wr rod wrhnnln' il�dmdl�iluub �rndnrrxdiluNlUMhnel �rndrmrinr r mdrlliuhtmih'�IoudilS ? _- Ilk- . ,.: «fN�'.Vi..uric...r.«Yhw""l+.a,,..,,•r,.,,,.,r.,r..... ...,,w,,..,•.. �,swo...w...+,.-.r....,.._,.-.mn...�...-»�.,,. .,. -. �.,>...r. - ...r�...rr.+.a...,..•,...-.�...... ,.> ...:.n....•....,.v...r•.+.�+r. -sr.•+w.+...c..wr..w,-' .s•{,.e.QY •......n N!:Afr . e�r,�1,Or,,•r,"nNy^..sly. ,.,�. •: •,•�!t .. .wr.r...e:..r�nw....u.r..Fra...was:�.a.....r...+.wt:�rs•.wr.a.�.waw , � > R`' ., .r w...R. _. .. , - �•.�s-�.. . waMre�..rw11MnMRArm+ ..•*,r�+.•w.raw...r►rr+w"+•r..M...v.rw.n:...,•+�r�rr+.+.,.. ...,«......•n.r..y�,r.Tri+•..�.ow.......-.r+if.._.w.s•,.,,P'. ...._rte _ .•.an+�r.«..+rn•.._.>.r.•..>,•,...,.....,..w._-mow.«.,..o..rw+-,.... ..•..... ..., w,......r,..�.nw..+r"w�w..•w. -.»..".+...rw..vr-«.....,,n.a..wnw..r+.+wr....-. .. ..,. _«.... .r +ate-...s..nwaw.aes.».rra...r e>..a,wra.•tr•••r..w.�A•••�•....>.a.w ,rnw"ar .m.. til ,y I 04210 - Clay Brick Masonry Units 3. Mortar that shows excessive loss of moisture will b. Erection Tolerances: Individual pieces shall be b. Field Connections: D. Material: DIMSION 4 - MASONRY not he retempered and will be discarded. Samples erected so that the deviation from plumb, level A. General - Provide all labor and materials as required to will be obtained from batches and from work in and alignment shall not exceed limits specified I. Bolted: Install high strength threaded 1. Exterior Spandrel, Parapet, Aumn, and Penthouse 04100 Mortar fabricate and install brick masonry units. Conform with progress to determine if adequate consistency is in the AISC Code of Stundard Practice, latest fasteners in accordance with AISC Framing: Frame with high strength structural steel the requirements of the following standard present during construction and units relayed using edition. Specifications for Structural Joints*. studs, size and gauge as indicated, "Milcore Type A. Portland Cement: ASTM C-150, Type I or Type III for specifications as supplemented and modified by the approved mortar if determined that the mortar is not s cold weather consiruction. Color as selected. structural plans and general notes. per these specifications. 4. Testing and Inspection: An independent testing 2. Welded: Comply with AWS Structural Code nor C , or approved. agency will be retained by the Owner. Contractor B. Notification: Notify special inspector at least 48 4. Workmanship shall be of the best type and quality shall provide the testing agency with any procedures, appearance and duality of welds. 2. Accessories: Furnish track, sills, header, s B. Hydrated lime: ASTM C-207, Type S +, bridging, and other required accessories of types �►� hours before insper_,,un will be required. and brick shall be laid only by skilled masons. The information concerning the steel as c. Splice r embers onlywhere shown or specified. C. Aggregate: laying out of vertical and horizontal �.oursing shall required/requested. P standard with the manufacturer for the conditions of C. Sample: Construct sample of spandrel panel, four feet be carefully and accurately done. Tne tooling orinstallation. d. Comply with AISC Specifications for bearing, I. Standard aggregates: Provide aggregates for mortars wide by 6'- 5 1/2" high for approval. mortar joints shall be carefully enc' accurately B. Submittal: udequacy of temporary connections, alignment and E. Installation: .- conforming with ASTM C-14; for grouts provide done. The tooling of mortar joints shall likewise the removal of paint on surfaces adjacent to aggregates conforming with requirements of ASTM D. Storage: Store masonry materials to prevent be accomplished in a uniform mr,nner. Care shall be 1. Shop Drawings: field welds. C404. deterioration or intrusion of foreign matter, and exercised at all times not to „near mortar on face 1. Align and erect framing so as to be level, plumb true-to-line, and permanently attached together and and protect from dampness. Do not use ;;aerials, which in brick work to facilitate cleaning the masonry us a. Submit shop drawings for approval at least 2 e. Do not enlarge unfair holes in members by to other construction. Attach floor an' ceiling 2. Sand: Sund for mortar and grout shall consist of the En;:neer s or Architects opinion, have become hereinafter specified, and no mortar shall drop in weeks prior to fabricating structural steel. burning or by the use of drift pins, except in track runners tr concrete construction with stub hard, strong, durable uncoated mineral or rock unsuitable. the cavity between the face brick and the backing. Show dimensions, details, welds and necessary secondary bracing members. Ream holes that must nails spaced 2 inches from each end and c maximum 24 • particles free from ice, organic matter, saline, A power operated carborundum cutting wheel shall be accessory items; include all information be enlarged to admit bolts. inches on center between; secure runners to steel ° alkaline, or other ;�vi,iterious substances which E. Precautions: In freezing weather, do no masonry work set up on site and used for cutting special off-sets necessary for fabricatii i and for erection. structure, tack welding at 36 inches on center. would impair the 'rength of the mortar or v,hich unless approved means are provided far heating materials and cut-outs shown on details and sizing of masonry Verify dimensions and correlate work with f. Gas Cutting: Do not use gas cutting torches in Position studs vertical) plumb intact runners and would cause disintegration or efflorescence, and and masonry is protected from cold and frost until units. Bed and head joints shall be buttered solid• adjoining work. Show designation of electrodes y S " Jo 9 9 the field for correcting fabrication error, in space 16 inches on cente��, unless otherwise noted or shall not contain more than 3.0% 7f alit determined mortar has hardened; adding of anti-freeze ingredients Joints shall be 1/2 nominal and shall be adjusted to be used for welding of steel. Show holes and the structural framing, except as approoed by required. Anchor channel studs to track runner by by decordikion or more than 6.0% when determined to mortar will not be permitted. In rainy weather, do as required to achieve and even and true coursing connections for securing work of other trades. the engineer. Finish gas-cut sections equal to a means of approved mechanical fastening or positive by volume. Its alkalinity content should not exceed work only under cover; take particular care to see that from floor to floor. Brick shall be laid in Shop drawing submi`cul to the Engineer shall sheared appearance. sciew engagement through stud and runner flanges. .01% by weight. backing and substrate remain clean rind dry. When work horizontal running bond and, or as shown on plans. consist of c,,4. bi.jeune and one sepia each. The Provide box stud construction around all openings. is not in progress, keep tops of walls covered with Cut brick to flush with ledger angle. Cap parapet Engineer will mo,'.-ur and return sepia only. D. Water: '_an, potable water free from oil, acid, non-staining waterproof material; when work is resumed, with soldier course as indicated. alkali, vegetable and organic matter, and other clean top surfaces of loose mortar. b. All welds, both shop and field, shall be 05500 - Metal Fabrications deleterious substances. 5. Laying: Carefully layout to determine exact indicated by the latest AWS "Welding Symbols F. Regulations: Conform to the requirements of the Uniform dimensions of horizontal joints so that they will A. Conform with requirements of the following .Inrldard E. Mineral Pigments: Pure inorganic mineral oxides as Building Code for masonry units, as supplemented and look reasonably uniform without producing bats c. Provide setting drawings, templates, and specifications as supplemented and modified hereinafter. manufactured by Davis, Scofield, Sonneborn, 3M Company, modified by the Drawings and Specifications. smaller than a header brick at jambs of openings, directions for the installation of anchor bolts 05300 - Metal Decking or approved. and will continue unbroken below openings. Lay up and other devices. 1. Steel Fabrication and Construction: "Manual of G. Referenced Specifications: Conform to the requirements course of face brick so that the masonry jambs lines A. General - Provide all labor and materials as required to " F. Mixes: of the following standard Specifications, !atest of all openings will be carefully and accurately C. Materials: fabricate and install metal decking. Conform with the Construction, and herei afterccalled an Institute of Steel edition, as supplemented or modified herein: marked on the footing top. When all yuide lines and requirements of the following standard specifications as 1. Mortar: Unless otherwise specified or noted on bond dimensions have been thus established, the 1. Rolled Stec•I Plates, Shapes and Bars: ASTM A572, supplemented and modified by the structural plans and 2. AWS Structural Welding cod.;, AWS D1.1 - Rev. 1-86. g dra,vings, conform to the requirements c` ASTM C270, 1. ASTM C-652, SW, HBS Grade I, per ICBG Report No. permanent work may be brought up. See details, and Grade 50, except where other type steel is shown. general notes. Type "S", 1,800 psi minimum compressive strength, 27."0 (April 1972). various wall sections for vertical coursing. Use Provide ASTM, A36 where 36 KSI yield is indicated. B. Inspection: Where miscellaneous metal items are Mortar tension bond strength shall exceed 160 psi. story pole, careful;v -narked with all courses to 1. AISI "Specification for the Design of Cold-Formed detailed for support or welding to structural members, l $ $ 2. ASTM C-33, Specification for Concrete Aggregates. maintain uniformity. L,_v all courses level with 2. Structural Steel Tubular Sections: Rectangular Steel Structur,il Members", latest editi-,n, welds and anchorages of such items are subject to C W G. Additives in general are prohibited from use unless faces of the units in tru,: vertical plane. As the hot-formed structural quality carbon steel, welded inspection. _ s written approval is obtained from the Structural 3. ASTM C-90, Grade N-I fm = 1,350 psi. work progresses, accurately i;,-^rNvrate angle or seamless ASTM A500 (latest edition), Grade B, Fy 2. AWS Structural Welding code, latest edition. Engineer. lintels, flexible flashings, wall tie anchors and = 46 ksi. C. Submittals: Submit detailed drawings and metal finishes to H. Brick Masonry Units: Provide face brick units in the all other built-in items called for in sections of 3. Conform to the Steel Deck Institute "Basic Design the Architect for approval; details of fabrication and H. Refer to Section 04200, Unit Masonry for installation nominal size of 4 inch thick x 3 inch high x 8 inch long these specifications. 3. Structural Steel Pipe: Round cold-formed structural Specifications. erection; indicate dimensions, shapes, and connections specifications. (2 1/2 x 3 1/2 x 7 1/2"), smooth-cut finish, color quality carbon steel ASTM A501 or ASRA A53, Type E of all items. range in the deep red-brown, "Inco" by Mutual P. Weep holes shall be installed where flexible or S, Grade B (latest edition). 4. Qualify welding processes and welding operators in Materials Co. or approved. Brick shall conform to ASTM through flashing occurs and near floor• lines, ti C216 FBS SW, as re " " " 9 9 accordance with the AWS Standard Qualification 04150 - Masorry Reinforcement required. Provide nominal 4 L win:dow heads and elsewhere as required. Inserr. weep 4. High Strength Threaded Fasteners: ASTM A325 or ASTM Procedure.' corners at rill 90 degrees corners and other special holes of a maximum 16" o.c., and cut flashing flush with A490 as indicated on Drawings. Load indic.:lir D. Materials: A. General - Provide all labor and materials as required to shapes as detailed• face of mortar joint. washers, load indicating bolts, or turn-of-nut B. Welded decking in place is subject to inspection and fabricate and install masonry reinforcement. Conform method may be used at Contrcctor's option for testing. Remove and replace work found to be defective 1. General: Miscellaneous iron and steel items are with the requirements of the following standard I. Refer to Sections 04100 for mortar and grout criteria. Q. Pointing and tooling: Wben mortar has stiffened friction connections. and not comply with requirements. shown on details and drawings. specifications as supplemented and modified by the Refer to Section 04150 for reinforcing criteria. slightly and before setting, tool mortar in horizontal structural plans and general notes. Reference the Structural Drawings for additional and vertical joints to form concave tooled joints. Fill 5. Anchor Bolts: ASTM A307, unless otherwise noted. C. Shop Drawings: Submit detailed drawings showing layout 2. Structural steel shapes conforming with the specifications. all holes, depressions, cracks or other defects; remove and types of deck units, anchorage details and requirements of ASTM A36, UNO. - B. Refer to Section 03200 for fabrication and placement loose mortar; cut out defective wort: and re-point where D. Fabrication: conditions requiring closure panels, supplementary requirements. J. Masonry Ties: Provide hot dipped galvanized or directed. framing, cut openings, special jointing or other 3. Pipe shapes conforming with requirements of ASTM stainless steel Dur-O-Wal D/A 213S (12 GA pintle and 14 1. General: accessories. Submittal package shall be consistent with A501, or ASTM A53, Grade B. C. Joint reinforcement shall conform to ASTM A32. GA reinforced plate) veneer anchors, or approved a ual, R. Cleaning face brick: Under this specification, the with maximum vertical and horizontals �' 9 P those previously described. Horizontal reinforcing shall be metal "adder-type" pacing at 16 rife. cleaning of brickwork shall be essentially o continuing a. Fabricate items of structural steel in 4. Miscellaneous steel shapes not otherwise specified reinforcing as manufactured by Dur-A-Wall or approved Attach each plate to metal wall studs with 2 Dur-O-Wal operation, carried out as the masum y :pork progresses. accts dnnre with AISC Specifications and as D. Installation: shall be of best commercial quality mild steel. equal. Spacing and location of horizontal reinforcing D/A 807 corrosion resistant screws, or approved equal. Brush down the face of the walls as soon as practicable indicated on the final shop drawings. Provide shall be as noted on the Structural Drawings. Embed pintles in bed joint per manufacturers after layino each section to keep the wall face clean of camber in structural members as shown on plans. 1. Metal decking shall be installed tight against the 5. Miscellaneous Steel, including but not limited to: g 4 $ specifications and engage continuous No.9 bed joint excess mortar. Do not use metal bristle brushes. A beam flange. Refer to the Structural Drawings for D. All reinforcing mater els shall be free from loose rust, reinforcement wire. Adjust pintle in bed joint as final cleaning shall take place using an approved b. Straightness of Structural Members: Members per criteria for fastening. a. Provide steel channel stringers, bent metal dirt, mud, oils, and all other foreign matter affecting required with a minimum 1-1/2 embedment and a minimum masonry cleaner, scrubbing masonry surfaces with stiff ASTM Specification A-6-79b. treads and risers, and all supports, brackets, or reducing bond. 5/8 cover of motor to outside exposed face of veneer. fiber or plastic bristle brushes in accordance with 2. Tack weld or use machine screws for fastening end handrails, etc. as required for the building > Stagger veneer anchors horizontally in adjacent bed manufacture's directions until all remaining excess c. Mark and mark match materials for fig Id closures and tack weld side closures per suppliers stairs. E. Placement of reinforcing shall be in accordance with the joints. Refer to drawings for areas where closer mortar has been acceptably removed from masonry face. assembly. Fabricate for delivery sequence which recommendations. - placement shop drawings. Lap joint reinforcement and spacing anti/or heavier gage anchor plates and pintles Wet wal; thoroughly with water before and after will expedite erection and minimize field b. Furnish miscellaneous angles, channels, Grid c o c extend to adjacent' construction as indicated or are required. g handling of materials. 3. Comply with AWS requirements and procedures for plates as required to support or terminate p cleaning. „- required. During mortaring, ensure solid and complete manual shielded metal arch welding, the appearance walls, where indicated or required. coverage of reinforcing. K. Masonry Flashing: Perma barrier sheet flashing as S. Defective work: Damaged or defective masonry work, if d. Fabricator shall remove loose rust, mill scale, and quality of welds, and the methods used on manufactured by W.R. Grace and Company or approved equal such occurs, shall be removed and reconstructed. This and oil from fabrication, from the structural correcting welding work. c. Provide steel ladders to elevator pit as with clean pea gravel filter. applies also to any type masonry laid in a manner which steel which to receive painting. indicated. 8 does not comply with these specifications. 4. Fasten side laps of adjacent deck units and deck to L. Masonry Cleaner: Process Solvent Co. "Sure );lean"; 2. Shop Connections: Assemble and weld built-section structural supports, as shown or, the structural d. Provide 48" high, 6" diameter concrete filled Superior Co. "801 Masonry Cleaner"; or approved. T. Dampproofing Sealer: Seal masonry immediately afte by methods which will produce true alignment of axes drawings, steel pipe section guard posts at trash cleaning, and in accordance with manufacturers' without warp; comply with AWS. Structural Welding enclosure. M. Damproofing Sealer: Silicone resin bar -d water recommendations. Sealer shall not be applied to wet or Code for procedures, appearances and quality of repellent sealer as manufactured by Thoro System damp surfaces or if rain is anticipated within six (6) welds, and methods used in correctiog welding work. e. Provide steel shop drawings as detailed and Products, "Thoroclear 777", or approved. Ma'erial must hours. Apply second coat after first coat has dried, or 5. Cut and fit deck units and accessories around other required for stair 'B' guardrails and handrails. be approved by Masonry Unit Manufacturer. a minimum of 43 hours. E. Inspection: Erector must examine the areas and work projecting through or adjacent to the decking. conditions under which structural steel work is to be Provide neat, square and trim cuts. f. Provide #8 polished stainless steel sheet mtl. N. Inspection: installed, and notify the Contractor in writing of and polished bronze sheet mtl. for miscellanious DIVISION 5 - METALS conditions detrimental to the proper and timely Cut openings with metal saw, drill or punch out trim and 1. Brickwork shall not commence until the sample wall guardrail caps as detailed. Bronze P completion of the work. Do not proceed with the work device; cutting torches will not be permitted formulation to match that of Otis Elevators has been accepted by the Architect. Work on this 05100 - Structural Steel ur til unsatisfactory conditions have been corrected in a Coordinate openings with work of other Trades. Sec project will conform to the quality standards standard bronze finish metals. n un manner acceptable to the erector. Mechanical drawings for opening and curb exemplified in the sample wall, including but not A. General - Provide all labor and materials as required to requirements. E. Fabrication: limited to coursing, jointing, brick range and fabricate and install structural steel. Conform with F. Erection: mortar color. the requirements of the following standard 6. Provide additional metal reinforcement and closure General: Form metal to accurate sizes and shapes as specifications as supplemented and modified by the 1. General: Comply with the AISC" Specifications and pieces as required for strength, continuity of 2. Prior to installotion of unit masonry, the structural plans and general notes. Code of Standard Practice, and with specified decking and support of other work indicated on drawings, with sharp lines and angles; punch shown on the Contractor shall check at the job site all requirements. drawings. and shear nto leave clean surfaces and edges. Weld permanent connections; grind all welds smooth. Do not dim,;.tsions affecting the work under his contract. 1. Materials and installation shall conform, to the I Any discrepancies between design dimensions and following: 2. Setting Bases and Bearing Plotes: 7. Holes for Hanger Wires: Punch holes between the use screws or bolts when they can be avoided, or field dimensions which could adversely affect cells or flutes of the lower element for the support unless specifically indicated or specified; when used, installution in strict accordance with the contract a. AISC "Code of Standard Practice for Steal a. Clean concrete and masonry bearing surfaces of of ceiling construction, air ducts, diffusers, or countersink heads, draw up tight and nick threads to Documents shall be brought to the General Buildings and Bridges." bond-reducing materials and roughen to improve lighting fixtures. Locate at not more than 24" o.c. prevent loosening, Drill holes and prepare items for Contractor's attention. If such conditions exist, board to surfaces. Clean the bottom surface of in both dirertiins, not over 9" from walls at ends, connections with work of other trades as required. installation shall not proceed until they are b. AISC "Specifications for the Design, Fabrication base and bearing plates. and not more than 12" from walls at sides, unless corrected or until installation requirements are otherwise shown. Attaching trade shall submit F Installation: q and Erection of Structual Steel for Buildings." modified. b. Set loose and attached base plates and bearing proposed hanger connection details to engineer for c. AISC "Specifications for Structural Joints using plates for structural members on wedges, or review prior to construction. Employ only skilled craftsmen/crnftswomen for 0. Installation: ASTM A325 or A490 Bolts" approved by the other adjustable devices. erection and components of system; install and erect research council of riveted and bolted joints of 8. Provide metal joint covers at abutting ends of deck plumb, level, to true lines with proper relationship 1. General: Examine units and verify that they are the Engineering Foundation, latest edition. c. Tighten the anchor bolts after the supported units. of components with each other and with work of other suitable for installation and that all are clean and members have been positioned and plumbed. Do trades. Work to previously established building lines. undamaged; cracked, chipped, scratched, or damaged d. AWS Structural Welding Code, AWS D1.1, latest not remove wedges or shims, bu' if protruding, 9. Provide metal closures for openings between decking units will not be accepted in the work. edition. cut off flush with the edge of the base or and other construction. Tack weld into position to DIVISION 6 - WOOD ( + bearing plate prior to packing with mortar. provide a complete decking installation. 2. Temperature Requirements: e. ASTM A6-79b "General Requirements for Dr •y 06100 - Rough Carpentry of Rolled Steel Plates, Shapes, Sheet Piling and 3. Refer to Section 03300 for Grouting Base Plates. "0 a. In cold weather, erect masonry only when Bars for Structural Use." temperature is above 40 degrees F. and rising, 05400 - Cold-Formed Metol Framing A. Provide all rough carpentry work as necessary for the 4. Field Assembly. completion of the work. Protect mosorny from freezing for at least 48 2. Qualify welding processes and welding operators in A General - Provide all labor and materials as required to .A. hours after it is placed. No frozen materials accordance with AWS "Standard Qualification a. Set structural frames accurately to the lines fabricate and install cold formed metal framing. B. Provide pressure treated nailers as shown on the shall be built upon or allowed to remain in the Procedure," and Washingion Association of Building and elevations indicated. Align and adjust the Conform with the requirements of the following standard drawings for the roof membrane system, cap flashing V wall, but shall be removed and reconstructed. Official Requirements. various members formi,i r t support, and other exterior conditions. a a t of a complete 9 P specifications as supplemented and modified by the PP b. In hot weather, wet down the clay mar,onry units frame or structure before permanently fastening. structural plans and general notes. well in advance of their being laid up in the 3. Allowable Tolerances: Fabricate and erect all steel Clean bearing surfaces and other surfaces which 06200 - Finished Carpentry wall, so that moisture will be uniformly to conform to the dimensional tolerances in will be in permanent contract before assembly. B. Standard Specification: American Iron and Steel absorbed into the units. Lead time for wetting structural steel work specified herein. Perform necessary adjustments to compensate for Institute, "Specifications for the Design Light A. General down shall be from two to four hours, depending discrepancies in elevations and alignment. Structural Members", latest edition. upon weather conditions and rangy of conditions. a. Fabrication Tolerances: Conform with the 1. Standard construction practices and procedures shall requirements of the latest edition of the Manual C. Pack, and brace members to prevent their deformation or apply. of Steel Construction as published by the AISC. damage during shipping and storage. Store in warm, dry A 10.2°' location as directed, arranged to prevent rust or 2. Provide kiln dried finish wood of not more than 12% mechanical damage. moisture content when delivered to the project. V) .t ., 1l10�{rH NtlPkMr I not z • ,. �:� �i+ra�'. f.r... .t i...-. _ ,,waw.•....... .� ..nw«sv.an•.w+.w,...rsvr+.n•mrr:+ran•w�+... .,...._ ...,w.ww.w.+r.,•.wr-w„rRAt'r,e.*�w'si'14iR ' ... 210 6 j• I? 14 16 +� II411. ��III: 1111111�I111111' I LII! IIIII [all ll1IIIII 1 '�'�• � � 1 } J I,II.IIIIIIIII IIILIII�U Itlllllllllllll IIIIIIIIIIIIIIt t f .:,•„ , IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIII.iIIIIIII .IIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIII.III • Ir; n r. - _. :,iw4 ,.,..r,.-.- .,;,Y,�,,, .....� 1�..,,,,, + I+ Imdiil +nli�NulIrl:rhl��ndN�I+udl�ilu+ +++d�ilnnl�Io+d+�li nnhiodil�llru+hl�Imdc+�ilmdi t 3• -r-.+....a,...wr+.w+..rw..+i+��tir.�+r�+..»r.rw...........r..•.++s.r +w...+.".u,...m.-."rr.wsa.`so ,.n - .Wwwr-.,SIM+e•n.�y....,.,.e...wn... r,.i.� ,. �1• r .,,.� �MIIM4+u - I ,�,, 1 +f� �� , r -....._.,,►.w.ww.._....,.: ..y,r*.•MiWv►:...,'1+ ..,•..Hii.'..:::�... ..�L''•'t"�.' '•ti ..�- -...�.�-.w�..rw...,•...r+..w+.arw�wrwwr..,...._.... ._ ..-..,,_�. .,...r e....,_,,,;.;. --:r.^w..«+,r.....rr..,,.,,..,.......,+•.�,. ...w...m..,.,wr�.w..nw�aw•r......,w.. .. +...r......r,.�..««...... ._. .. .. :w. ....w,...o....nd..w••.+n..w.www.wr.m..n..rw..wruNw.a«_-....:..y.w�r..•..•...^r+r�r , l ' m�t �5,; �r ,. •Asti, i Irl. r JE B. Products o Provide the following materials.: 4. Exposed Metal to Metal: "Dymeric" or approved. pHardware Types and Functions:1. Other lumb®r: Other lumber as required for 1. Thermal Wali Insulation: '&--faced fiberglass B. Provide the following: 5. Sidewalk Expansion Joints: Products Research 1. Hinges: Hager, McKinney or approved; Olite bearing fabrication of mil;•vork with "first" of "top" blanket (batt) type, Owens/Corrling "Flame -- Spread Corporation, "Rubber Caulk 23Q" or approved, on interior door leaves; exterior doors shall hove quality grade. 25", or approved. R-11 :rfsulation value with n 1. Fascia: Painted 20 o. sheet metal, custom color tonominal 3 1/2" thickness for stud spaced at 24" o.c. g » " nonferrous, non-removable pins. Sizes: Doors 1 match as selected by the Architect. Lengths to be 6. Flashing Reglets: Butyl Sealant or approved. 3/4" thick; 4 1/2" X 4 1/2". Butt widths shown are 2. Plywood: DEPA "C` Douglas Fir Pi,,wood, graded in as long as possible. No section shall be less minimum; provide greater widths as nec-essary to accordance with the rules and re ulctigns or the 2. Theraal Roof Insulation: Refer to Section 07500. less than 5- 0" in length• 7. Concrete to Mosonrr "Dymeric" or approved. clear trim and allow greater degree of door opening. American Plywood Association; 3�4 inc,� thick, firs 8. Metal to Masonry, Dymeric" or approved. Quantities: Provide 2 pair for doors u to 106" '�� ' *0 retardant treated. 3. Sauna Wall Insulation: 3 1/2" thickness unlaced P fiberglass blanket (batt) tyle, Owens/Corning "Noise C. Certificate: Upon completion of the installation, the + high. Polished brass finish. 3. Hardware: Provide finish nails for joining solids Barrier Batt", or approved. roofing manufooturer shnll submit a certificate to the 2. Parapet Protection: Painted 25 ga. sheet metal, E. Miscellaneous Conditions: a Architec, stating that the entire application was custom color to match brick as selected by the 2. Lack ands l,otchsets: Lock and Latchsets shall be O and plywood where required. performed under his supervision and in accordance with Architect. 1. Compressible Joint Filler: Dow Ethafoam, closed Schlage D Series Rhodes lever handle or approved. 4. Slab perimeter insul. - R-10 rigid insul• continuous his rermmendgtions. The roofing fnanufacturer shall cell neoprene polypropylene, or other compatible Finish to be 625 handle and 805 +ose. C. Fabrication at perimeter as indicated on drawings. plovide a written ten yea+ warrantee beginning at the 3. Roof and o(her concealed flashing: Galvanized 22 resilient material, as recommended by the sealant date of final acceptance by the Owner and/or Architect. ga. sheet metal; "hot-dip" zinc coating or alun as manufacturer for use in conjunction with the 3. Door Closers: Types are to be, unless otherwise 1. lavatory Counters: Frame from mo,ttripls as shown. C. All materials shall be installed in accordance with the The Contractor shall guarantee tll.�t the entire indicated on drawings. sealant. Joint fillers which are suuject Cut plywood to receive sinks and support specified, of minimum projection. Latch speed, and t apart granite manufacturers rd to thermal a l or All joints shall n. integrated built-up roofing assembly, including but not deterioration through contract with the sealant or beckcheck valves shall be provided. Yale 4400 oP tight and secured to thermal i sound transmission. limited to vapor barrier, insulation, rnembrane roofing, 4. Reglets: As manufactured by Fry, or approved. required primers shall not be used. Ser•.s, or appro,,ed. All closers are to be fitted • W Install thermal wall insulation with snug fit around all and flashing shall be fr;e from water penetration and with proper arms to allow 180 de ree operation, D. Installation of Items Specified Under Other $actions: obstruction; seal facing to framing members with vapor g P » " th p p g P barrier tape. Installation of Insulation shall be such all deterioration -xcept that caused by impact, for a 5. Fasteners: Hot-dip galvanized nails or screws of 2. Bond Breoker Tape: Wrinklcd or smooth faced masking structural condition permitting. Provide soffit 1. Hardware that insulaiion shall not dislocate, sag, or incur any period of ten (10) years from and after final acceptance type suitable for the specific use. tope,or other adhesive faced tape product which is plate for headers with less then 1 1/2" height for 2. Hollow Fetal Frames and Doors other displacement for a permanent installation• of the project. If, in the opinion of the Contractor, adaptable to installation in the bottom of a solid mounting standard foot. No Closers are to be it is necessary to modify the Contract Drawings and/or 6. Scupper s: Painted 22 go. sheet metal over etched backed joint for the purpose. visible from outer side of door. Hold open feature .j. Accessories p Specifications in order to meet the above guarantee, he galvanized coating; custom color to match brick as shall be provided only as indicated. 06250 - Millwork shall so notify the Architect in writing before starting selected by the Architect. 3. Joint Cleaner: Provide the type of joint cleaning work. Any changes must be upproved by the Architect in compound recommended by the sealant or caulking A. General: Provide materials, tools and equipment as writing, and shall involve no extra cost to the Owner. 7. Solder: Provide "best" commercial quality, type compound manufacturer, for the joint surfaces to be 4. Door Stops: Locate all stops free from traffic; required for millwork as indicated on the drawings. 07400 - Preformed Metal Siding Any Corrections under guarantee shall be made promptly most suitable for metal being soldered; thoroughly cleaned. verify with Architect; All surface type stops and at no cost to the Owner. clean surfaces before soldering, mounted qn concrete or masonry surfaces shall hove A. Provide and instoll horizontal metal siding 4. Joint Primer/Sealer: Provide the type of joint steel expansion shields and steel machine screws for H. Standard Specification: Conform with the requirements ( ) ply P 8. But Sealer: Where it is im r primer/sealer/ y of (he standards olid Ids q for the roof to mechanical screen D. Provide a three 3 i built-up m brave with mineral yl p gctical to use hat p mer seder recommended b the sealant fastening. guide specifications of Architectural wall and equipment g cap sheet, Schuller, or approved. Provide with the solder, seal with Cushion-Lock CL-50 butyl sealer or manufacturer, for the joint surfaces to be primed or Woodwork Institute (A.W.I.) room siding. following: approved, gpplieder manufacturers sealed. P 5. Smoke Seal: Provide for all rated smoke doors. » recommendations. Door Silencers: Furnis,� door silencers as GI n C. Subrnittols• Submit samples of specified woods with 1. Material: 12 Standing seam rib 20 gauge galvanized steel with Glynn- C. P 1, Vapor Retarder: As directed by the manufacturer. F. Clean joint surfoces immediately before installation of Johnson 64-65 for each opening, 3 per door. Install approved finishes. Kynor 500 coating. Custom color to match brick 9. Plastic Cement: Johns-Manvill black plastic cement sealant or caulking compound. Remove dirt, insecure as recommended b frame m ufacturer. masonry as selected by the architect. e P Y 4n 2. Roof Insulation. Rigid polyisocyanurate board or approved. coatings, moisture, and other substances which would D. Materials: J 07460 - EXTERIOR FINISH SYSTEM insulation, Manville Fesco Foam" Celotex "H Therm interfere with bond. For elostomeric sealants, do not 6. Thresholds and Door Bottoms (smoke and weather $ Stable R", or approved; R-25 insulation value. 10. Other Materials: Provide all incidental and proceed with installation of sealant over joint surfaces control): P revlde Pemko thresholds as indicated. 1. Solid wood for transparent finish: Maximum moisture accessory materials, tools, equipment and methods which have been painted, lacquered, waterproofed, or Cut to fit door frames b General Contractor. A. Provide labor, materials, equipment, and su supervision Y content 6%, A.W.I. grade I, Honduras Mahogany or P 3. Tapered Insulation: Provide tapered insulation required for complete fabrication and installation treated with wgter repellent or other treatment or necessary to install the E.I.F.S. system as shown on the approved. pockets, o compatible with roof membrane at drain pockf flashings and trim, including the following. coating unless a laboratory test for durability W drawings and/or described herein, o typically. (adhesion) has successfully demonstrated that sealant 08800 - Glazing 2. Solid wood for opaque finish: Birch, Maple, Poplar subcontractors responsibility to coordinate with the bond is not impaired by the coating or treatment. � B. The entire system Is an in-place installation. It is the " or approved closed grain hardwood. Alternate- medium 4. Insulation Roof Tape: 6 wide feat of stranded glass 07720 - Roof Accessories Employ only proven installation techniques, which will A. General: Conform to the requirements of the UBC, ANSI, ensure that sealants will be de and all or high density wood Fiber board. fibers bonded togeber with a resinous binder. posited in uniform, applicable regulations as the pertain to the Genercl Contractor regarding system applications. 9 Y A. Provide (1) roof scuttle, single-leaf type for continuous ribbons without gaps or air pockets, with types, sizes, thickness, and temper of glazing units. 3. Wood veneer: Honduras Mahogany, clear; free of5. Base Sheet: Type 28 base sheet to be glass fiber horizontal installation, as manufactured by Bilcc, or complete "wetting" of the joint bond surfaces equally an C. Contractor spoil provide and install all supplementary 1 mineral stains; Iain sawn; -shoe of c for and rain mat coked with weathering grade asphalt. Three (3) cpproved. Refer to the Drawings for size and location opposite sides. Except as otherwise indicated, fill P. Matrerials: I- P , 0 9 parts necessary to complete the work as described on the pattern to match Approved s:a;hples. square roll9 - 36" wide. Spot mopped to insulation Furnish full frame and weatherproofing as indicated sealant rabbet to a slightly concave surface, slightly drawings and herein specified though not definitely shown or surface. and/or required, !scuttle shall be Configured for both below adjoining surfaces. Where horizontal joints ore 1. First Floor Glazing VG2 and VC,2T One inch specified. 9 ( )� 4. Particle board: Medium den%ity, fire retardant treated interior and ext,-r;ar operation. between a horizontal surface and q vertical surface, insulates units of 1/4 inch grey tinted glass, to a flame spread of 75. D. All components, assemblies and complete work included in 6. Type IV Perfnu Ply felts or approved. Rooting sheet fill joint to forrn a slight cove, so that joint will not Tempered as required. material composed of c 5. Plywood: APA rated 3/4" thick AC exterior grade unless applicable sections of the regulations lass fiber mat bonded with a B. Install scuttles plumb, rigid and in true alignment for trap moisture qnd dirt. and pertinent to the work this suction shall conform with resinous binder and ted with weatheringP P 2. Entry Doors and Sidelites (VG3 and VG3T): One inch t gulations of oil other governing coated a grade proper operation. DIVISION 8 - DOORS AND WINDOWS insulated units of 1/4" clear glass, tempered as indicated otherwise, agencies having jurisdir .ion. The use of and maximum asphalt' noted on elevations. thickness of insulation Lu urd shall iaccordance with the 7, Bitumen: Made or recommended by roofing, materiels 08100 - Hollow Metal Doors & Frames E. Vaieer panel fabrication= applicable building codes and manufafo ctuu rer's approval. r manufactuer; provide kettle with either thermostat 07800 -- FIREPROOFING 3. '' Manufacturers lotest published information shall be P Typical Floor Vision Glazing (VO11): One inch 1. Fabricate veneer panels to A.W.I. "Premium" grade standards. followed for standard detail treatments. The insulation hoard or thermometers for accurate checking of A. Hollow metal doors and frames shall conform to standards insulated units of Solarcool Awrelite shall be classified with regard to Surface Burning temperatures; conform with requirements of SSTM A. Furnish all moterigls, labor, transportation, and equipment to and speci5 cations set forth by 'Specification for reflective gioss, or approved equal, tempered as 2. Fabricate panel;, with wood veneer over hardwood veneer Characteristics tly Underwriters Laboratories and listed in the D312-64. Provide 190 degree asphalt wher »e steep" properly install all spray-applied fireproofing required and custom hollow fnetal doors and frafner", standard noted or qs required. core plywood or medium density particle board core. U.L. Building Materials Directory as having a Flamespread is specified, 165 degrees F. softening point asphalt specified herein. CHM-1-19, from the National ?!;sxiation of Architectural elsewhere. Metal Manufactures "American Standard Nomenclature for- 4. Typical Floor Spandrel Glazing SG and Smoke Development rating of not greater than 25 and � Steel Doors and Steel Donr Framesy vision', ANI A123.1-62, b glazing. ` )• To match 3. Provic+;; solid wood edging of all exposed panel edges. 450 respectively. B. Spray fireproofing shall have been tested by underwriters g Ing. 8. Cap Sheet: Glass fiber mot coated with a stabilized laboratories in accordance with the procedures of ASTM American National Stanclords Institute. UL approved d q g weathering rade asphalt surfaced with opaque, E119 and ICBO approval. core for ratings scheduled 5. Exit Stair poor Lights: 1 4 inch wire In-z,, a ual F. Finishes: E. .submit written guarantee, agreeing to repair or replace g g pPP " " 9 � / 9 - q defective materials and workmanship of the Architectural inert, non-combustible mineral granules. to LOF polished baroque. 1. Prepare all finish syrfaces to A.W.I. "Premium" grade buildii g panels during a ten-year period beginning at the date C. Application of fireproofing will be subject to special f;. Provide hollow rpetal doors, seaml,;ss "Presidential" _ standards. of suistantial completion. 9. Plastic Cement: Carey, Johns-Manville, inspection to sample and verify the density and thickness of series, 16 ga. zinc coated, prepped and primed for 6. Stair '8' guardrail and hcndrail to be 1/2" clear > Pioneer-Flim tkote, Bird & Son, or approved. the direct-to-steel fireproofing as applied in accordance with paint, as manufactured by Fenestrqn, or approved. tempered with polished edges. F. Materials: Asbestos and asphalt flashing cement or cement UBC Standard 43-8. (L 2. Transparent finish locations:m Spray apply in accordance " » sui!cble for bonding roofing materials and Gr Provide hollow rpetal door frame, 10 o. zinc coated, c with A.W.I. finishing system 2 Premia rade 1, Sheathing: Georgia Pacific 5/8 Dens Mass Goid g 9 9 C. Installation: Install in accordance with the ►lot Glass a � g m g maiiii.aining watertight seal. D. Fireproofing: Cernentitious, factory-mixed material tested by prepped and primed for paint, as rpanufoctured by Jobbers Association Glazing Manual, Firestop 1177. Underwriters Laboratories Incorporated, and listed in their Fenestron, or approved. (catalyzed lacquer); satin sheen. " " P 2. Dryvt System or manufactured by DRYVIT 10. Flashing: Ownens/Corning "Fiberglass Derbigum" Fire Resistance Directory, as manufactured by W. R. Grace Systems, Inc., ora roved. "torched-on" flashing. & Company "MONOKOTE (MK-6 CBF)", or approved 08900 - Winiow Wall G. Installation: � PP 08200 - Wood Doors g 3. Finish: A 100X acrylic-based, factory-mixed coating supplied by the manufacturer hating custom integral equal. Employ only skilled crftarrten for fabrication and installation 11. Cant Strips and Mailers: Preservation treated wood A. Fabricate, assemble and erect the window wall to cols. Provide Sandblast - Standard finish with custom of millwork; install and erect plumb, level, to true lines with cants and hailers unless minergl fiber is approved E. Fireproofing shall be mixed in accordance with A. Solid core wood doors shall be as scheduled on the Door withstand uniform wind pressure loading as required by proper relationship of component with the work and adjacent i by the Architect. Sizes as shown. manufacturer's recommendations. Schedule. Doors shall be as manufactured by Weldwood, the Uniform Building Code. Design, fabricate, assemble trades. approves; by the E. °p color is selected by the Arohite,:t. 4. Sealant ;hall be a I.F. sealant, as recommended and Weyerhouser or approved equal. Doors shall be as and erect the window wall, and its joint system with I.F.S. system manufacturer. Docker Rod (if needed): Dow Ethafoom or equal. Sealants to be 12• Fasteners: F. Applications of,fireproofing shall be mode in accordance with follows: other work, to be free of significrint leakage of both DIVISION 7 - THERMAL & MOISTURE PROTECTION custom colored to match pqnel finish as selected by the manufacturers recommendations. water and air, for every condition pt weather and Architect, a. Wood Hailers: Galvanized roofing nails, Face exposure during the guarantee period. 07150 - Darnproofing recommended by manufacturer. G, The structural steel members shall be protected with required Veneei: Honduras mahogany, standard thickness, G. Fabricate in accordance wit,,, the manufacturer's fireproofing thickness and densities to provide the following thoroughly kiln-dried, smoothly sanded and P. Design Responslbility, The drawings indicate acceptabie A. Provide a cold-emulsion bituminous dompropfing applied recommendations or as requited which the manufacturer b. Metal Fasteners: Provide rpetal fasteners as fire resistance rqtings as determined by unrestrained criteria laid at right angles to grain of crossbands. pro.ues and arrangements. The Contractor will assume to the exterior gypsum wall sheathing at all masonry approves. approved by roofing manufacturer. tot one-hour protect. full responsibility for the design, including structural wall construction, caulk joints in sheathing as required calculations, attachments, air and water infiltration, to Prevent any breaks in the membrane. Material shall 07500 - Membrane Roofing 13. Accessories: Provide all incidental and accessory Core: Glued up of properl- 'On dried wood blocks etc. R be dehydratine No.4 by W.R. Grace Co. or qpproved equal. materials, fasteners, tools, methods and equipment of low density species. UL approved cores A. Applicator must be approved b the roofing manufacturer. required for complete installation of roofing for ratings scheduled. C. Provide all anchor assemblies components, and support PP PP Y 9 ys g p 07900 - Sealants framing, including related connections and/or fasteners, Installation to comply with factory mutual requirements. systems as sh;wn on Drawings and specified Edge Bands: Thoroughly kiln-dried hardwood at all edges as required for a complete installation. All suchitem9 hereinafter, SECTION 07100 - WATERPROOFING A single installer shall perform the work of this A. Provide only materials certified as new", fresh, and matching face veneer species, 3/4" in indicated and/pr noted on the drawings are schematic and Section, along with Section 07600, qnd shall have manufactured within the limit: of the manufactur:r's A. Provide labor, materials, equipment and completed work of similar scope, cofnplexity and scale stated pat life for the material. Experienced crLftsmerl thickness laminated to core. do not her ;sgrily indicate the exact olid/or required necessary to complete the fluir! uppoed mefnbrone previously. Roofing and associated flashing and skilled in rhe field of application of the specified scope, type, shape or profile. Additional anchorage PP P Adhesives: Crossband and face veneer adhesive to and structural support framing shall be added or waterproofing work. Install over concreta substrates caulking shall be inspected by an authorized PP 9 sealant; approved by the Architect prior to installs ion whore membrane is noted of Drawings. representative of the roofing manufgcturer. This is in E. Provide approved therms.! barrier between the decking and of an work. Submit samples of each type of secant Conform to CS-35 Type I. Core and edge band completed as required. addition to a special inspector who ma be retained b insulation if required b the Count Building Department Y � P � adhesive to conform to CS-35, Type II. P P Y Y q Y Y 9 P proposed anc of each color required, obtain apprr,val D. Shop drawin s Show typical details of all conditions B. Provide the following materials: the Owner. Periodic reports will be furnished to the to qualify for a Class C assembly. prior to commencing any work. g 1. Membrane Type 1 - 3-M Scotch Clad Deck Architect stating that the installation was performed in for every member, joint, anchorage, and glazing system. Coating SYs tem PHD. accordance with the manufacture's recommendation for a F. Before roofing application is begun, the roofing 08490 - Fntr;,nces and torefront: See Window Wall, Section Drawings shall be stamped by a Woshingtol. State Licensed 9 g I, of proceed with installation of sealant under 08900. Engineer. 2. Primer: As recommended by the Gpprpved roof guarantee. L in the inspectors opinion the Contractor shall inspect the roof deck carefully. It :-rse weather ;,onclitions or when temperatures are membrane monufacfi;rer for the type of roofing installation is not being properly installed, he shall be firm dry, free of foreign material which would or above manufacturer's recornmended limitations subs rate involved shall have th,r authority to direct the installer make interfere with the roofing application, and reasonable log instollatir-l. Proceed with the work only when E. Materials: corrections or stop the work until a satisfactory smooth. All crocks, breaks, holes qr other unusual w Y 08700 - Finish Hardware forecasted weather conditions are favorable for proper f. The window wall system shod be based on the "Trifab C. Finish membrane as follows: solution is reached. irregularities in the surface shall be reported to the cure and development of high early bond strength. A. The Contractor is responsible for the propel application II 451" frornino, system, as manufactured by Kowneer 1. Before membrane work is to commence, General Contractor for remedy before roofing work is substrate surface spoil be inspected and B. Install roofing wsKk only when weather/climate begun. Any disagreement on the condition of the deck and fit of all finish and sperialty hardware in %.ompony, Inc., or approved. C. Provide written guarantee for all caulking and sealants locations as indicated on the Drawings or as specified. treated as necessary to remove laitonce oil conditions comply with the manufacturer's recommendation shall be referred to the Architect fqr decision. against all defects of material ora plication fora • » loose material on the surface, grease, ail, and and will allow materials to be applied and cured in Installation of cpnts, metal fittings, and similar work p 1. Stntce as curtain wall areas shall use the same period of two (2) years, unless otherwise required, 0. Hardware Schedule: The hardware schedule shall be profile as the "strip window." Modify extrusions as other contaminates which will affect trorld of strict accordance with those recommendations. Under no affecting the roofing shall be complete before work after date of acceptance. Guarantee shall include water prepared by a factory authorized distributor and a required to make segmented radius work. the membrane. circumstance will the installation of the roofing occur begins. P.aginning of work shall signify acceptance of tightness, and repair of air holes, poor bonds and g 2. All materials shall be installed in accordance when climatic and job conditions ore not in conformance the roof conditions by the Roofing Contractor. incorrect sealant profiles, etc. All failures that rna member t the American Society �f le shall Hardware 0 I! P Y Consultant. e finish hardware pule shall be 3. Provide extruded aluminum sills and break spa e with the manufacturer's recommendations. with the marn;facture�r's recommenrfntions. Prior to " P "_" " occur within this period, due to defective application organized into Hardware sets un i indicating complete corner fillers with concealed fqstenings. ""-t 3. Flood test membrar+e with 2 min. water for installation, the surfp p conditions 9 f the roof deck G, The entire built--up roofing system hall be installed in or materials, shall, upon written verification of such designation of every item required for Each door or tCi 12 hours. shall be maintained per the roofing materials strict accordance with the manufacturer's failure, be repaired or replaced with proper materials opening and as scheduled on the 1 manufacturer's recommendation. All water, ice, snow recommendations end Specifications. oP 9 drawings. Approval of 4. Doors ;,hall be medium stile type, sized as shown per .� and labor at no additional cost to the Owner, the hardware sched0e does not relieve the Contractor of the Drawings. etc., shall be free front the roof deck prior to the responsibility to fulfill the project rcauirements V installation of materials. No roofing materials si+all 07600 - Flashing and Sheet Metal D. Caulking and Sealants shall be manufactured by Tremcg in accordance with the contract documents. Submit four 5. Hardware: Provide exit devices (custom color to � be installed when water in any form is present sm the r Manufacturing Co., or approved, unless otherwise ngled. (4) copies of the complete hardware schedule for match door); 1" dio polished �iainless steel offset 07200 - Insulation roof deck, or when roofing materials are damp or wet. A, Provide onlynew materials of "best" commercial quality The conditions pf installation are ay follows: approval q y PP wire pulls with custom tooling; 'c,ncealed overhead A. All rnaterials provided and installed shall meet any of type specified or indicated and of minimum gauges os " closures; electric strikes; thre:holds and door 1. Concrete to Concrete:crate: D eri ora roved. applicable requirements of the Uniform Building Code, noted. The fabricator must be experienced in the Ym c PP C. Finishes: Exposed surfaces of all items famished under bottom and weather stripping. Provide c itc;lers qs Washington State Energy Code, and other applicable fabrication of custom sheet metal work using materials this Section to be polished brass, unless otherwise manufactured by Schalage (chrome finish specified, erf in tri hest quality work. Flashings 2. Metal to Concrete: "Dymeric" or approved. noted. Door closers shall have lacquer fin sh to match regulations. All materiels shall be certified / and counter flashings that form a part of roofing g door finish. KiFkplates, plastic colgr as selected 6. Pro-ride sec"ants as manufacturedZb )Dow Coming tested for the thermal; sound, moisture, and/or fire {� qperformance chorocteri9tics as required. systems are subject to guarantee conditions as 3. Concealed Metal to Metal: "Curtainwall Sealant" or unless otherwise noted. Corp. G.E. Co,, or approved. folMall be as A 0,3 previously specified. approved. selected by the Architect. •�,pyW rI V inn SW sub ft" of n MIN � 2 � � �'"a'"".•�,q,;;a,..., .,"--.��s;•:v�... .t�er+YiliMt �iwoil:.,�,r,.• -�.�^'�-'{"-.'�!'-�..� t/ ,ri .r•-. ,.........._._.._,...._.,....,. �...............:.........._.......,..._.._.� _.._.._ _ __ _ ,_ ... _�.__ .._ - ..«..•r 10 12 14 i6 _ 1 � 11 ��Ii illlllllll � , Illl�llllllllll IIII►►l111111I 1 1 ll llllllliilllill llllllillIlllll III III III llllltillillll llllll1111111111111(111 111111 1!11 I'l I I I I II 1: + I Y f'.. ��:. •' � � �• .._ nil Ltla M 411 All 1• �INIII�IIIIIII�111111111�I�I,��II��IIgIf1�IN1111��111111�1111(��IIIIII�IIINIII t INII�'llahllllllllf�lllltl� e r ..i t. ^;r� .a. r, 01 t` DIVISION 10 - SPECIALTIES DIVISION 13 - SPECIAL CONSTRUCTION N/A/ C. Quality Assurance: 7. Provide all necessary inserts, brackets, anchorage B. Lavatory Counters: Furnish and install polished 3cm 10150 - Toilet Partitions and Accessories 1. Manufacturqr: Provide elevators manufactured by q plates, strays, shims, angles, and other accessories thick dimensional slab gron,te at the lavatory firm with q minimum of 19 years experience in for a complete and secure installation. counter/splash/front as detailed on the drawings. (single A Toilet accessories shall be as manufactured by Bobrick DIVISION 14 - TRANSPURTATION fabrication of elevators a caval nt to those piece) Provide cut-outs for self rimfning lavatory and soap or approved equal. Bobrick is used as a standard for specified. q F. Aluminum and metal finish of window wall and entrcnce dispe, . Granite to be provided by Coldspring Granite Co. the purpo^e of these specifications. All accessories 14240 - Traction Elevutors doors shall be pcinted P.P.G. "Ournar" finish system. or „ved. 2. Installer: Elevators shall be installed by the Ys °PN shall be provided complete with mounting hardware and Floor to match Phase 11st Floor Black Anodized; Granite Slab No. 8 : Carnelian 2 Floors 2 other miscellaneous items as required ;or groper A. Furnish and Install (2) two geared Elevators manufacture or authorized representative. & 3 painted Hartford green. function. Accessory items shall be as toll is: by Otis Elevator Company or Dover Elevator Compar,y. 1� DIVISION 9 FINISHES 1. Rated capacity no less than 3500 lbs. U 350 F.P.M. Toilet Partitions: Accurate, 3. Regulatory Requirements. Elevator system design and 09250 Gypsum Wall Board 09680 - Carpeting ! J floor anchored, barrier frets 2. Floor Stopping Accuracy. Stopping shall be set at installation shall comply with the latest version of n A. Provide all labor and materials required to install A. Provide and install carpet (glue down method) at partitions as indicated on the each floor to achieve not more than 1/4 inch (6mm) ASME A17.1 and any local codes. , gypsum drywall system and partitions as indicated on the building entries, elevator lobbies, elevator, corridors, Drawings. Painted finish, from flush. drawings. Scope )f work is to include metol stun framing, and restroom as manufactured by Bently Mills, Inc. to be from manufacturers a. Elevator shall be designed in response to I� • � standard color selection. 3. Duplex Collectik'e Operation: Using a microprocessor Ameri4ans with Disabilities Act. installation of g%p,um wallboard and finish of wallboard surface6, or approved. IE I based controller, operation shall be automatic by B. Wall Board: As manufactured by Georgia Pacific U.S. B. Provide carpets where indicated on the plans as Toilet Tissue Dispenser: Bobrick B-347, (Men). means of the car and hall buttons. 4. Permits and Inspections: Provide licenses and Gypsum or approved: scheduied below, BGbrick B--43$8, (Women). permits and perform required inspections tests. Bobrick B-357, (Women). 4. Door Control Features: y 1. 5/8" thick, fire rated gypsum wall board with Carpet 1: Bently Excelsior Mirono EX 481-173 Q. Warranty. Carpet 2: Bently Covington Terra Peach CV 302-02$ Paper Towel Dispenser: Bohrick B-36� a. Door control to open doors automaticallywhen tapered edges. P p car arrives rit a landing in response io a normal 1. The elevator contractor shall gyarantee the 2. Recessed Napkiq/Tampon Bobrick B-3500 hall o,, call. materials grid workmanship of theapparatus furnished i T&G Pirie rated core board. Dispenser: (Women) under these specif'-3tions and shalt make good any b. Doo- dosing to be protected automatically by on defects which may develop within one (1) year from 3. 5/8" moisture resistant gypsum wall board with Soop Dispenser: Bobrick B-822E, stainless steel, infrG-.red multi-beam array projected across the the date of completion of each elevoiur not due to tapered edges. 09900 - Painting lavatory mounted, all purpose door opening. ordinary weor and tear ur vandalism or improper or 4. 5/8" exterior gyps�!m sheathing. A. Use only the approved paint products of the valve. insufficient maintenance by others or abuse, misuse,5. Provide equipment according +o seismic zone: 3 or neglect or an other cause beyond the elevator manufacturers listed in the "Architectural Specification Grob Bars: Bobrick Series 8-5637, . 1;4" g • y 5. 5/8 Dense-Glass Gypsum sheathing soffit board. Manual • unless otherwise indicated or required. All diameter exposed mountin , satin contractors control. materials shall be of highest quality and shall be chrome finish. (i) Men (1� 6. Floistwo Components:C. Provide the following miscellaneous materials: delivered in original, now, unbroken containers with Womeq Y p E. Preparation: labels intact. Thinning and mixing shall be in strict Cor Frame: A suitable For frame fabricated ;lir!' 1. Take field dimensions and exargine conditions of 1. Perf-A-Tape joint Compound for bedding and Perf-A- compliance with manufacturer's instructions. Seal all Mirrors: 1/4" plate as shown on drawings formed or structural steel embers shall be substrates, supports, and uther conditions under Tape topping for fill and finishing. Materials as knots and soppy places in wood surfaces with WP-578 at lovs. Bobrick B-165 2460 (1) provided with adequate brgcing to support the which this work is to be preformed. Do not proceed manufactured by U.S. Gypsum Co. or gpproved equal. sealer. Putt, holes and cracks, etc, after first coat Men (1) Women, wall hung, platforrn and car enclosuiq. with work until unsatisfactory conditions are has beet, oppl;1d, solid :..nooth and apply finish coat. � 2. Drywall accessories shall be as manufactured by U.S. Metal surfaces ;hall be thoroughly cleaned with mineral Robe Hook: Bobrick B-2116. corrected. Gypsum Co. or approved equal and shqll be as spirits prior to painting. follows: Utility Shelf Bobrick 8-287• b. Platform, Heavy Loading Type: The car platform F. Installation: : shall consist of particle board backed with Remove rust, faces and prime (if ep factory d finis metal bolted to a tubar steel frame. 1. Installation of all elevator components except as Joint Reinforcing: Perf-A-Tape galvanized surfapes. Protect adjacent ws;,!, and finish Metal Trim: r900 B metal trim surfaces during this operation. Rergove debris at the B. Janitors Closet specifically provided for elsewhere. Corner Reinforcing: x 1-1/4" Our-A-Bead end of the day. c. Guide Rails: Tee-section steel rails with1. Mo & Bro holder B-223. brackets and fasteners. Fasteners: . W, bugle head screws, P am G• Demonstration: •1/4" B. Surfaces shall be painted or finished to "Premium Grade*, uniess atherwise indicated or required, in 2. Janitors sink - Fial #MSB-2424, floor style with d. Buffer: Helical coil spring type. I. The elevator contractor shall make a final check of C. Installation: Gypsum wallboard shall be applied to wall accordance with this schedule and qs supplemented by the dome strainer faucet #830-AA & #832-AA house kit. each elevator operation with Owner or Owner's studs in compliance with applicable sections of the finish schedule on the Drawings. Colors as selected by e. Viring: Wiring for hoistway electrical devices representative present prior to turning each ► AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION ANP Architect. included in scope of the elevator system, hall elevator over for use. The elevator contractor FINISHING OF GYPSUM WALLBOARD. Gypsum wallboard shall 10200 - Vents and Louvers panels, pit emergency stop switch, and the shall deterrnine that control systems and operating have joints between abutting members no wider than 1/8". 1. Exterior: traveling cable for the elevator. devices are functioning properly. ti If framing members are found to be warped, bowed or out A, Elevator shaft relief louver to be Airolite or approved; SII of alignment, correct as required in order to make true a. Ferrous Metals: Alkyd Semi-gloss Finish, Model 609A 4" 16 gauge painted gqlvanized steel, 45e blade, 47% 7. Cab Enclosyre:30" wide x 60" high with 1/2 galvanized bird DIVISION 15 - MECHANICAL: Bidder Design and plumb wall surfaces prior to installation of Systems Exterior 12-A; prime or touch-up shqp free area, h wallboard, prime as required. screen. Color to match metal siding a. Cab with wood panels and satit. finish satire brass front columns and doors. Ventilation to be provided via A. Fire protection design to utilize quick acting heads Joints she;i be taped and all outside comers shall be b. Galvanized Metals: Alk Base Sarni- loss spacing between the panels and the enclosure which is ►squired as a substitute fpr area of refuge as �� 1 g 10440 - Identifying Devises frame. See drawings for finishes and details. approved for building permit. bead-reinforced. !r,stall metal trim where wallboard Finish, Systems Exterior 14-A; prime or touch•-up intersects with d'ss`milar materials. Bed joints with shop prime as required. A, All signs to meet handicap standards and regulations. b. Suspended Ceiling: Manufqcture st mdord Suspended g minimum two (2) coat application of joint compound. i . Feather all joints and sand smooth. Cut-puts around c. Exterior Wall Board Soffits: Apply an EIFS polished stainless steel with recessed downlights. DIVISION 16 - ELECTRICAL: Bidder Design lass wall board with final B. Furnish and install engraved 1/8" plastic laminate with Ceiling to be mounted at l3`- 11 1/2" AFF. wall penetrations of piping, ductwork, etc. shall be finish coat to dense g finished edges end square corners qs manufactured by neat and cut to fit within maximum of 1/4" of item coat of a custom color elostomeric waterproof Best, Walsh or equal. Signing shall be tactile. c. Emergency Car Lighting: Ar emergency power unit 8 - penetrating wall surface. paint to match brick masonry. employing a 12 volt sealed rechargeable battery. q 2. Interior: C. Required Plaques 09300 - Ceramic Tile d. Handrail: 1 1/2" dia. polished finish stainless a. Concrete Floors: 1. Furnish signs for all rooms, verify with Owner. steel handrail shall be provided. Provide 3 high plaques with 1 lettering. m A. Materials - Restroom : 1) Elevator Machine Room: Alkyd Enamel, D, Building Directory. Visulite illuminated director or w , 01 1. Floor Tile: Furnish 2" x Z tile, Dal Keystone series. System Interior 78. Y " " Y 8. Hoistway Entrances: Q s Q Ceramic Tile No. 3 : DK-36 Moca (men's & women's restroom accent) approved equal, 18 w x 22 h fully recessed with tri-step tY door (TS) polished brass finish, 1/2 x 7 message a. Entrance frames shall be 36 x 70 entry opening of Ceramic Tile No. 4 : OK-311 Ebony (wren's & women's restroom field) b. Ferrous Metals: Alkyd Eggshell Enamel, System stripbolted construction for complete one-piece unit sl .Interior 12-A. assembly and shall be of t4 gauge (2mm) sheet 2. Wail Tile: Furnish 1/4" x 4 1/4" tile, Dal Tile: (Gloss): material. Ceramic Tile No. 1: D-1456 Doe (meltt 's & women's restroom base) c. Gypsum Wallboard: 10520 - Fire Protection Equipment Ceramic Tile No. 2: D-1456 Doe (men's & women's restroom b. Entrance doors shall be of hollow metal wainscot) A, Furnish Fire Extinguisher Cabinets as manufactured by construction. 1) Alkyd Stipple Finish, System Interior 3 -B; J.L. Industries, or approved equal, verify quantity and 3. Installation (floor and wall): Center if, field, no Prime with Preservative Krilbond fl , or Approval of layout b location, per otos: cut tiles less than 50% of dim. A PP Yw Y approved, tinted as requi'ed, finish with c. Entrance finish to be Brushed Bronze all Owner or Architect required before commencing work. two coats of Preservgtive 69 Series Semi- 1. Provide recessed single fire extinguisher cabinets, floors , 1 , 2 jnd 3 eri . gloss Latex Enamel. Ambassador SPS;eb, :.'.odel 1015 prime pointed steel with ' flat trim, ala cr;,temporary V break glass door. d. Wood: d. Entrance jambs shall be marked with plates 1) Point: Alkyd Semi-gloss, System Interior 1- 2• Furnish U.L. listed, multi-purpoee 2A-1OBC fire having raised floor markings. Markings 09500 - Acoustical Treatment G. extinguisher in all cabinets. shall be provided on both sides of the entrance. A. Provide all labor and materials as required to install 2) Stain: System Interior 1-E, Stain to match 10550 - Postal Specialties : By U.S. Postal Service. suspended acoustic ceilings as noted on the Drawings and ciproved sample. Finish with two (2) coots 9. Elevator Signals and Fixtures: lis scheduled. Ceiling systems shall be installed to o� guardsman ICA 46 catalyzed lacquer. include suspension system, and 4' x 4' ceiling grid. a. A panel shall be provided which contains all The remaining grid and ceiling tile is to be stored on e. Elevator Doors and Jambs: Touch-up prime in DIVISION 11 - EQUIPMENT N/A push buttons, key switches, and message each floor• accordgnce with manufacturer's recommendations indicators for elevator operation. Raised and apply three (3) coats of Sherwin Williams markings shall be provided for each pusn-button. B. Materials: Metallic Acrylic Lacquer Automotive Finish or approved in strict accordance with DIVISION 12 - FURNISHINGS b. Car Position Indicator: A Far position Ceiling Tile: Armstrong 70$ white directional manufacturer's specifications for spray indicator shall be integral to the car operating fissured pattern, 24" x 24" x 5/4" application. Custom color as specified by the 12500 - Window Treatment panel. Ceiling Suspension Architect. (All entrances except first floor). A, General System: Armstrong "Prelude" 15/16" exposed tee compatible equal. 1. Standard construction practices and procedures shall c. Telephone Cabinet with Certificate Frame: A Colo,: White apply telephone compartment shall be furnished in the return panel below the car operating panel. ,qysoension Wire: #12 gauge galvanized2. Submit samples and manufacturer's literature. Communications equipment and connections tq the � building service system shell be furnished and � C. Instrllution: Continuous main tees shall be spaced of B, Products installed as work of the Electrical i"' or center Nish cross tees at 24" on center. Main Subcontractor. The telephone instrument shall r, ers sholl be cuspended with 012 wire from structure 1. Furnish an install horizontal blinds by Levelor or be furnished by the Electrical Subcontractor. at 48" on center maximum. Accurately level and space approved equal, at all exterior windows except at main tee runners. Provided additional wire hangers at Entry Vestibule. Pruvide manufacturer's standard 1' d. Car Lantern and Chime: A dirnctionol lantern v light fixtures and as required for proper alignment slat width, ladders, tilting wand rnechanism, lifting visible from the vicinity of the corridor call N (provide seismic bracin� per U.B.C.). Instal mechanism, and installation brackets. Verifyin buttons shall be provided In the car entrance, manufacturers standar corner molding where ceiling O suspensions tem intersects with walls. Refer to field exact location of wand operators. -" � e. Hall Fixtures: Hail fixtures shall be provided � Drawings for layout. of grid system. Deviations from the C, Execution with necessary push buttons and key switches for � layout on the Drawings shall be approved by the elevator operation. Raised morkins s shall be •-' Architect prior to installation of the grid system. provided for each •? 1. All methods of execution to be industrystandard or P push-buitcn. better and in accordance with applicable build;ng m 09600 - Stone Flooring/Lavatory Counter codes. Coordinate use of prodNcfs with f. Fixture Finish: All cab and hall fixtures to be manufacturgr's srecifications. provided with satin brass finis'n. 0 A. Furglsh and install polished 12" x 12" x 3/8" granite 2. Install plumb and true and place anchor brackets in B. Submittals: tie flooring and base at the building entries and lobby accordance with recommendations of manufacturer. as Indicated on the drgwings. Granite to be provided by 1. Submit manufacturer's product trate- for each system Colospring GronAe Co, or approved. 12690 - Entrance Matts proposed for use. Granite Tile No. 5 : To be selected by Owner 2. Submit laywt drawings. A � Grapite Tile fif1,4 e No. 6 : Academy Black A, Furnish and Install in size indicated on drawings "C/S 3. Provide manufacturer s standard operations rind V Granite Tile No. 7 : Coldspring Black Pedimat" mode! #PM 400 SM or egyal. Color as selected maintenance morn..+al. by Architect. 11��O.tir/�ww ftp P" ..... .. a .0 caw. ,Yww�wiwr•I".. ;..R ^i�S rd a .l4ya�a 'n of N' �y ' •-.W+rMi�1•wY 1 J/41a".. ..d:?:.,r-Kf!16':� ",,R / • OW - _. 'MMnM"!M 'M^a+rwwtiwe.vsw.x.".wu,.w+..nr. t�rW _ . 10 i? 14 4 1,, II IlLiII ll��Ill Will 111111,14110111111111 1�1 11111111 et I 6 _C1 AN 91 T (�� IIIIIIIIIIIIIII IIIIIIIlilll..l.!, ,itlllllllll IIIIIIIIIIIIII IIIIIIiIIIIIIII illllllllllllll IIIIIIIII��II�� IIIIIIIIII : r > n b�nuh rhi�il�i�rdA�i�unhlfi{rnrluTiNurlilrr�uolr�fwl�i�e�ilfi�md��ii�mdur�rl�udi1�V m�hl�nnlu�md�1S "A fill ..1 i .-..w..,..wM...«.......,�.:•.......�..-e-••�....n-.......r..s...,.,�..r+d...-.-.o........�.-.....r.•.�.,..-ms-�r•»-..w-.r......w..,.u^..*r.+. ',i M! . , -.1.6.sa.h.'...►.uaM. ,.•.:.,xu�.tA„c.•> �r+l.++.. ...... dr w /r ,uh - y • . '�.� sr�, _00 .. - .� r• -. .�•„�. ........,a., 1r.,.,Mw..�a r«+1... ..,.... .. ,,....... .,-.........,... .. ..,.W,�.,,•,...,. w,. .. ,,...,.w. • .•^w...,. .. - --...��..e �.+.r an...s*.-.s.+.w..�.w.�.�....,..�sr..........,aes+�•..0.• _., .._. w..v ..r - ... ._..,. .•;a . a' i y 11 ___----------.------- --- - _-..---• --_ _ -_.__- .�. -._ ._ -_- __-._____-_.- _-__.-._ -_ _ .. 8888 ____ 8888_ -_8888_ ..__ _ _I GENERAL NOTES CAS IN-PLA► rs CONCRrm CWM RIINMIW BAR, WIRE FABRIC 4 FIBER STRUCTURAL STRIL gtIFL FLOOR CFCK N 11.947� ' 11 C �E• THE 1991 EDITION OF THE 'UNIFORMM BLULDNG CODE' .UBC), r I>LEFERENNGE $TANDAIRD$ eTRUCTURAL STEEL SHALL CONFORM TO • REFERENCE ATANpARDB. CONCRETE WC>RK$HALL CONFORM TO ALL EMBEDDED ITEMS. VERIFY LOCATION OF EMBEDDED ITEMS WITH REFERENCE bTAPDARDS. CONCRETE REINFORCEMENT SHALL C..NFOR1 I AS ADOPTED AND AMENDED BY THE CITY OF T1G44(D,APL)CURB:;;"EDITION REQUIREMENTS OF THE FOLLOWING CODES,SPECIFICATIONb,AND STANDARDS, IEW6 OR DESIGN CONSULTANT'S DRAWINGS BEFORE PLACING TO ALL REQUIRL'MENT6 OF THE FOLLOWING DOCUMENTS,EXCEP 46 ALL P�01JIREMENTS OF THE.;OLLOWNG DOCUMENTS,EXCEPT AS BSE N E 5TANDARDB. STEEL FLOOR DECK SHALL CONFORM TO OF THE OREGON SPATE COVE 84ALL GOVERN DESIGN AND GONBTRdUCTION. Imp- EXCEPT AS MODIFIED BELOW: CONCRETE- VERIFY WITH ENGINEER THAT THF. LOCATION OF EMBEDDED MODIFIED BELOW: M10Dw.?7 6ELOW: ALL REQUIREMENTS OF THE FOLL.C>♦NING DOCUMENTS,EXCEPT 4,5 i ITEMS DEI'AKiNED BY OTHERS IS ACCEPTABLE BEFORE PLACING MODIFIED BELOW: 6 �t O G REFERENCE yTAWp/,RpS. REFERENCE „� ACI 301 'STANDARD SPECIFICATIONS F71R STRUCTURAL COPNGRETE' CONCREIE. ACI 301 'STANDARD SPECIFICATIONS FOR STRL�TURAL CONCRETE° AIbG 'SPECIFICATION FOR STRUCTURAL STEEL. BUILDINGS' ♦ 6ti - R!t'NCE TO ASTM AND OT' 'R STANDARDS ACI 318 'BUILDING CODE REQUIREMENTS FOR STRY:TURA.CONCRETE' ACI SP-66'AGI DETAILING MANUAL' AIDC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' RISC 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED t4'f:EL � k Gtr SHALL MEAN THE LATEST EDITION IN EFFECT ON THE BIr; DATE ACI 304 'GUIDE FOR MEASURING,MIXING,TRANSPORJTING,AND AWO DLI 'STRUCTURAL WELDING CODE - STEEL' STRUCTURAL.MEMBERS' •!6 nATIF q:O'Z'ER-CONTRACTOR A iREEMENT,UNI-EL-6,NOTED IN PLACING CONCRETE' MIk�1Cs1'RANt PORTING,AND PLACNG. CONCftTE SHALL Bc BATCWED, ACI 318 'BUILDING CODE REQUIREMENTS FOR 'RLICTURAL l'�)NGRETE' THESE DOC OR DESIGNATED BY TI4E GOVER!iW3 CODE. MIXED,TRANSPORTED,AND PLACED IN ACCOR AKCE WITH ACI 301 SECTIONS �+ 'PLACING RENFMING BARS' IRCSC 'SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS' SDI 'SPECIFICATIONS AND COMMENTARY FOR r'AMPO'oITE STEEL ACI !" "GUIDE FOR CONCRETE INSPECTION' 4 AND 5,AND ACI 304. EACH TRUCK SHALL HAVEA TICKET S40HNG ACTUAL CRDI 'MANUAL OF STANDARD PRACTICE'MSP-I FLOOR DECK' GEOTECW11ICAL. REG ACI Ili 'CEMENT AND CONCRETE TERMINOLOGY" Wit "KELDED WIRE FABRIC MANUAL OF STANDARD PMiDrTiCE' MATERIALS. SDI CODE OF RECOMMENDED STANDARD PRACTICE' OM'I'ENDATIC)NS IN GEOTZCHNIGAL REPORT BY BATCH WEIGHTS OF MATERIALS M ADDITION TO THE MAXIMA AMOUNT OF AWS DI.3 'vTRUCTURAL WELDING GORE - SHEET STEEL' GEODES414,INC. DATED 3-20-690,INCL~,;;:-; ,✓OENDUUIS, A COP`OF ATI �'-15 'FIELD REFERENCE MANUAL*,WHICH INCLUDES ACI 305, WATER WHICH MAY BE ADDED AT THE SITE. THE TOTAL WATER M THE MIX MATERIALS. SWAPE6 AND PLATES: WIDE FLANGE AND WT SHAPES ASTM Ab12 GRADE 50 '- +n 6� WAS USED FOR DEOICarI OF THE STRUCTURE. THE COMITR4CTOR SHALL SI"IILL BE KEPT 6'TINE GONTRACTORb FIELD OFFICE AT AL:. TIMES. AT THE TIME OF PLACING, INCLUDING WATER ADDED AT THE SITE,SHALL WITH SPECIAL REQUIREMENTS itR AISG TECHNICAa_ BULLETIN 3,DATED SDI CODE. THE SDI •CODE OF RECOMMENDED STANDARD PRACTICE' a W .o r.z cv IRI�ERENCF THE IaEOTECNNIGAL DOGUIETI78 FOR ALL GEOTEC4#NKAL NOT EXCEED THE AMOUNT APPROVED IN THE MiX DE9KsN y:QKING BARB, EXCEPT AS NOTED,ASTM A615 GRADE 60,OR MAFdCM 1391,ALSO IQNOY4N 4,6 ASTM 4,991. ALL OTHER SHAPES AND PLATES $HALL GOVERN WHERE COVES,PLANS AND SPECIFICATIONS,OR CONTRACTS z ?�+ L � RELATED CCMTRUUCTION I�pJIREMENTS AND RECOMiMElNDATICINI9. M RIA4L5. �y Z;ONFORM TO.ACI 908,STANDARD SPECIFICATION FOR �- ARE NOT CLEAR CR COMPLETE- C,°�Y oc� -TE-- 46TH Al¢Yr. ASTM A.36 U.N.O. o v o E-J SPECIFICATIONS. REFER TO TWE SPECIFICATIONS FOR INFORMATION CURING CAD:: ETE,ACI 302,GUIDE TO CONCRETE FLOOR AND Z u m,;cV CEMENT. . . . . . . . . . . . . . . . . . ASTM GI50,0595 'LDED WIRE FABRIC: SMOOTH WIRE: AOTM A62. SMOOTH FABMC: ASTM AIN, PIPE COLUMNS: ASTM A53,GRADE B,TYPE E OR S. M ADDITION To THESE NOTES AND THE STRUCTURAL DRAWINGS. MATERIAL'J_. DECK SHALL BE FABRICATED FROM STEEL CONFOR"IING o -g o SLAB CON6IFIUGTIC7N,AND AGI 301,SEG110N 5. IMPLEMENT DEF�)R1ED WIRE: ASTM 4,496. DEFORMED FABRIC: ASTM 4,491. TO At�TMA653 STRUCTURAL QUALITY(56).MfNlMll31 YEILD STRENGTH W 2; AGGREGATES. . . . . . . . . . . . . . ASTM 633 CURING PROCEDURES IMMEDIATELY TO MAINTAIN C<?NCRETE STRUCTURAL TUBING: ASTM A1500,GRADE B. SHALL BE 36 KS1. _�Ion--=) W ARCHITEGTURAI,• REFER TO THE ARCHITECTURAL pRAWMGb°pR M A MOIST CONDITION AFTER PLACEMENT. FIBROUS REINFORCEMENT: POLYPROPYLENE OR NYLON FIBROUS ELEVATIONS,SLOPES,DEPRESSk7N"S,NINON-BEARING WALL$,FASCIA, I ADMIXTURES. . . . . . . . . . . . . . .ASTM 0260,0494 AND C1011 ELEVATORS,STAIRS,C,URBA DRAINS RAILINGS W,ATEIRPMOOFNG, I�M�EMENT SHALL BE USED WHEN NOTED. SUBMIT PROP06ED PRODUCT BOLTS: ASTM A301 (EXCEPT HIGH STW:NGTH BOLTS). ��, L1j�o LIQUID MEMBRANE-FORMING CURING COMPOUND6 SHALL r..ONFORI SECTION PROPERTIES• DECK SHALL PROVIDE THE MININAl1 PROPERTIES ,,A a L d t c•, FINISHES,ETC. TO ENGINEER PRIOR TO USE. ADD FIBERS TO THE CONCRETE,MIX AND HKaH-9TRiM IGTN BOLTS: ASTM 4,325. INSTALL IN SIN BELOW AND 81NALL NOT EXCEED THE ALLOWABLE SPAN CONDI710NS. �0 WATER. . . . . . . . . . . . . . . . . . . �n M 094 TO ASTM 0309. CURING COMPOUNDS APPLIED TO SURFACES FINISH M ACCORDANCE WITH MAIIFACTURER'S RECOP'MEDATIONS. • OIIOSKJ 4-_1C_ W.,IGT6. IN CASE OF DISCREPANCIES BETWEEN THE s s FLY ASH. . . . . . . . . . . . . . . . .ASTM 0616,CLASS F OR C INTENDED TO RECEIVE FLOOR COVERING6,PROTECTIVE COATINGS ACCORDANCE WIT�R68C 'SPECIFICATION'. DEPTH ! .6 . S PLANS,SPECIFICATIONS,NOTES ON THIS SWEET,REFERENCE OR SEALERS,SHALL BE COMPATIBLE WITH THOSE PRODUCTS. BAR SUPPORTS: CONFORM TO CHAPTER 3,CR51 11SP•1. DECK TYPE (N) GAGE STANDARDS,GO"AkRRNING CODE,OR ANY OTI$IIh INFORMATION PERTINENT s AGGREGATES WWIC14 EXHIBIT DELETERIOUS ACTIOTY WHEN EVALUATED APPLY COMPOUNDS M ACCORDANCE WITH MANUFACTURER'S -- ANCWC BOLTS: ASTM A301 OR A36,EXCEPT A449 OR A2 WHERE NOTED. (INti) (M3) (M9) 3'COMPOSITE 3 18 1.203 .161 .161 -m1 T.'Ti,'E PROJECT WHETHER WRITTEN OR VERBAL THE MORESTRINGENT M ACCORDANCE WITH ASTM 633 APPENDIX XI, 'METHODS FOR EVALUATING RECOMNEPIpATIONb. 71'WIRE: 16 I/1 GAUGE OR HcAAVIER BLACK AUWEAa`ED STUD SHEAR G 1PNEGTORB_: ASTM AKDB, INSTALL M ACC0+4DANVGE REQUIIREMIENTS SHALL GOVER,1 DISCpEPAivGIE9 SHALL t+JE BRG�lJCa1•N7 PIOTENTIAL FdEACTIVITY OF AN AGGREGATE',SHALL N01 BE USED. LOCAL PROYIDc CURING LEVEL 4,,S FOL'OYNS �1pilk_ TO THE ATTENTION OF ;NE �NGl1`*.ER BEFORE PlUZOGEEDING NDTH AGGREGATES NOT COMPLYING WITH ASTM 633 THAT HAVE BEEN SHCAI+N BY ' MILL TESTS: SUBMIT MILL CERTIFICATES FOR REINFORCING WITH AWS Dl,i. COATING. DECK 5".L BE GALVANIZED BEFORE FORMING M ACCORDANCE 'kI '� THE NOW, SPECIAL TESTS OR ACTUAL SERVICE TO PRODUCE CONCRETE OF ADEGNJATE INDICATING PHYSICAL AND CHEMICAL PROPERTIES TO THE WITH ASTM A"3. CDA',*INC SHALL BE G60 LIGHT COMMERCIAL WITH NOT .9 11 STRENGTH AND GURAbILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER CL�BNG LEVEL LOCATION WELDING: CON-•ONSM TO AWS DI.I.WELDERS SHAD BE CERTIFIED M al ENGINEER FOR REVIEW PRIOR TO FABRICATION. AC-CORDANGE WITH AWS REQUIREMENTS. L1M.. E10 ELFCTRODES OF TYPE LESS THAN 0.60 OZ. PER SQUARE FOOT. m �� I 61TE VERIFICATION. THE C.ONTRAACTOR SHALL VERIFY ALL. DIME 0r)NIS SAND Fr1 WALENT FOR FINE AGGREGATE SHAS.L NOT EXCEED 15. a � i6 AND CONDITIOr4i -AT THE SITE. L3 FIELD BENDING. BARS AND WIRES SHALL NOT BE FIELD BENT LNLE55 REQUIRED FOR MATERIALS TO BE WELLED WELD ELECTRODES USED FOR �T ATI INSTALL DECK M ACGORDAYE WITH MIWUFACTURER'9 STEEL BRACED FRAME CONNECTIONS AND COLUMN SPLICES SHALL HAVE A - • •MAXU1lY4 LOSS ON IGNITION E+LALL BE �. - - NOTED OR AUTHORIZED BY THE ENGINEER CHARP'Y V-NOTCH IMPACT TOUGPNESS OF AT LEAST 20 FOOT-POUNDS AT RECOMMENDATIONS AND SHOP DRAWINGS. WELDING SHALT.CONFORM - L2 -20 DEGREES FAHRENHEIT. TO AHO 01.3. _IM '�IIE..�EIl. THE CONTRACTOR IFI IiE81'ON916LE FOR SAFETY AT �{gpFr1F1:'AT;j(�, WELDING. BARS AND WIRES SHALL NOT BE WELDED UNLESS NOTED OR �� ' THE SITE AND FOR THE OTRQNCaII•N APIA STABILITY OF ALL PARTLY -- 00MMOLETED STRUCTURE. LI SLAB-ON-GRADE 1 CCNC.FILL ON METAL DECK COMM TEST MAX. MAX. P1INIMU1 AUJrwmiZEC k3Y THE ENGINEEN2 WHEN AUTHORIZED CONFORM TO AWS D1.4. PJtOCEDUF__ THE CONTRACTOR SHALL PROVIDE AND ADHERE TO ATE FILL. CONFORM TO NOTE$FOR'CAST-IN-PI.A4CE CONCRETE•. STRENGTH AGE AGGR NIC AlR FLY ASH MIX -- OUBIMITTEC AND APPROVED WELDING PROCEDURE PER AWS DI.I. `� LOAD LIMITS. LO:•,''w$ON *NE OTRUCTU►4E SHALL "�T EXCEED THE L0 ALL OTHER CONCRETE jACMCa, PL ACE BARS IN ACCORDANCE WITH CRSI -PLACING CONCRETE REINFORCEMENT. CONFORM TO NOTES FOR 'CONCRETE DESIGN LOADS SHCMN WDFR3'DE9KAN CRITERIA'. CONTRACTOR INTI) (DAYS SIZE RATIO CONtENT ( /GU. YD.) NOTES SHALL BE RESPONSIBLE FOR VERIFYING STRUCTURAL CAPACITY - REINFOW.wiN3 BARN'. PI_ACF WIRE M ACCORDANCE WITH WRI 'WELDED ELECTRODES, T-4,T-1,AND T-11 ELECTRODES ARE PROHIBITED. REINFORCING BAR WIRE FABRIC a FIBER'. USE AS A MINIMUM WWF 6x6-WI.4xW1.4 PRIOR TO APPLYING CA6TRUGTION LOADING. SLAB-ON-GRADE r�lRs►I t EA DEFINITION WIRE FABRIC MANU:�L OF 9TAI,.iA*"n P',1ACTICE'. SUPPORT AND TIE UNLESS NOTED OTHERWISE ON THE DRAWINGS. -" TO PREVENT DIV-�L.ICEMENT, PREHEATING: PRPEHLAT MATERIAL I'AND THICKER PREHEATING SHALL ALTERRNATES. ALTEF44ATES FOR 6PEGIFIED ITEMS MAY BE SUBMITTED . 28 I' .45 5>ti - 4,cBE 50 TO t: L3 . . . WATER CURE USING PONDING,SPRNKL!Nu,OR PDG SPRAY METRO ib SUIRFALCE GO�r 111 . RREINFOAr-EMIENT SHALL BE FREE OF MUD, BY AWS DL5 DEGREES FAHRENHEIT ABOVE MINIMUM PREHEAT REQUIRED RE THE ENGINEER FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR FOR A MINIM"OF 1 DAYS. SUBMIT WRITTEN PROCEDURE TO OIL OR OTHER MATERIALS THAT REDUCE BOND. RUST OR MILL ��I�N ��I��1 REVIEWING T1•ESE SUBMItt ALS. FOUNDATIONS I ENGINEER FOR REv;cW PRIOR TO GCNSTRUCTIC>rl. SCALE IS��LLOUAdED PROVIDED BAR WEIGHT AND DIMENSIONS CONFORM TEMPERATURE: LIMIT INTERPA98 TEMPERATURE TO'r_�0 DEGREES> NHEIT. F�T28 I' S - - - �O ASTM SPECIFICAI ii,N9. B►+G?DRAWINrb AND 3UBMITTALb. PROVIDE SHOP DRAWINGS OR SUBMITTALS L2 . . . APPLY AN EVAPOF:ATIVE REDUCER M ACCORDANCE WITH FOR THE FOLLOWING LIST OF ITEMS TO THE ENGNN,EER FOR REVIEW BEFORE BOTTOM BACKER PLATES: REMOVE ALL BACKER PLATES FROM THE BOTTOM i FABRICAT04 OR CONSTRUCTION: -_ I _CRETE ON METAL DECK MANUFACTURER'S FECOMMENDATIONS AFTER PLACING CONCRETE. CONCRETE COVER MINIMUM CONCRETE COVER:FOR REINFORCEMEN'r FLANGE OF BEAM TO BEAM AND BEAM TO COLUMN COIJNECTIONS. IMMEDIATELY AFTER FINAL FINISHING,.APPLY SEVERAL COATS OF A 6-95EC WS,UNLESS NOTED OTHERWISE. BACK GOUGE,FILLET WELD,AND ULTRASONICALLY TEST WELDS AT SLAB CONDUh LAYOUT EXPANSION JOINTS 4000 1R I' 40 56 - - LIQUID MEMBRANE:-FORMING CURINko COMPOUND TO THE TOP SURFACE LOCATIONS OF BACKER PLATE REMOVAL, GRAVITY LOADS. CONCFiET'E REINF W.s -- IN OPPOSING DINICTIONS. DO NOT EXCEED MANIFA;TURER'9 - LW_LVAD ADDED DEAD LOAD CONCRETE CAST AGAINST EARTH. . . . . . . . . . . 3 11INNFORGMG BAR SLA15-CN-GRADE JOINTS OTHER IRE�ENDED MAXIMUM APPLICATION RATE,IF ANY. TOP BACKER ELATES: TOP BACKER PLATES SHALL HAVE RUNOFF TABS (PSE) (PPI) fONt".RETE EXPOSED TO EARTH OR WEATHER . . . ... 2 WELDER?WIDE FABRIC ELEVATED SLAB JOINT LAYOUT �- - - - - WHICH%IALL BE REMOVED.GRIND SMOOTH AND ULTRASONICALLY TEST ROOF(SNOW) 25 25 GOLD•FORMErJ STEEL FRAMING 100E 18 I' S TIES M COLUMNS AND BEAMS I j . . . . . . . . . . . . . . . . ...I I/2 AREAS OF RUNOFF TAB RET10vAL. w FORMHORK, APPLY ONE COAT OF CURING COMPOUND TO THE BOTTOM STRUCTURAL SLAB YOP AND BOTTOM BARS. . . . . . . . 3/4' STAIRS/CORRIDORS 100 - BRICK VENEER ANCHORS SURFACE IMMED!AT'ELY AFTER STRIPPING FORMS. BOTTOM . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/,C- OFFICE MECHANICAL 50 PER MFR - CONCRETE CURING PROCEDURE PRECAST PANELS WALLS . . . . . . . _ _ APPLICATION NAY DE OMITTED !F AY& REMAIN IN CONTACT FABRICATION. FABRICATE STEEL M A SHOP LICENSED BY THE �i� � 25 STRUCTURAL EC STEEL 4000 28 I �� . b WITH CONlCRrTE FOR l OR P10R£ DAYS. PLACING TOLERANCES. PLACE BARS AND WIRES TO THE FOLLOWING APPROPRIATE GOVERNMENT AsM- y. 1 ST1e:EL DECK --- SUBMIT WRITTEN PROCEDURE, INCLUDING PROPOSED EVAPOIR�UTIVE TOLERANCES: • REDUCIBLE PER UBC SECTIONS 1601.5 AND 1601,6. CCNTRACTOR SHALL BE LIABLE FOR ALL MATERIALS PLACED PRIOR TO REDUCER AND CURING COMPOUND SPECIFICATIONS,TO ENGINEhR SHOP PAINTING. STEEL CONCEALED BY BUILDING FINISH OR M RECEIPT'OF REVIEWED SHOP DRAWINGS O R SUBMITTALS FROM ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONCRETE COVER MEASURED PERPENDICULAR TO CONCRETE SURFACE: CONTACT WITH CONCRETE NEED NOTNTE ). PAINTED. STEEL AT SLIPCRITICAL CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR ENGINEER'S REVIEW- I I - WHEN MEMBER SIZE 15 12'OR LESS. . . . . . . . . . . . . . . . . . .t 3/8' BE GIVEN O S SHALL NOT O PAINTED. ALL OTHER STEEL SHALL SEISMIC LOADS LI . . • IWi1201AIELY AFTER FINAL FINISHING OR STRIPPING FOR"IS,APPLY WHEN MEMBER SIZE 15 OVER 12', . . . . . . . I . . . . . . . . . . . . 1 1/2' BE GIVEN ONS• GOAT OF SHOP PAINT, M SECTION 6.5 OF WITH SECTION j I CONTRACTOR-DESIGNED,ED ELEMENTS: CONTRACTOR 16 RESPON6;BLE FOR MIX NOTES: A LIQUID 11EMBRANE-FORMING CURING GOM1PiCIUND TO ALL EXPOSED 9TRUJGTUR,aL DESIGN OF TW_LJLLOWMG ELEMENTS.SUBMIT SHOP DRAWINGS • • • � • • � • � M3 THE AI"AC 'SPECIFICATION" AND SECTION 6.5 OF THE AI9G APD TUR_ALATIC,M49 TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION_ •• THIS MIX 5HALL CONTAIN POLYPROPYLENE OR NYLON FIBROUS SURFACES. ALTERNATIVELY,COVER WITH PLASTIC SHEETING IN REDUCTION M GOVFR SHALL NOT EXCEED ONE-THIRD OF SPECIFIED COVER 'CODE'UNLESS NOTED.FABRICATOR SHALL ENSURE THAT PAINT DESIGN�SE � IS COMPATIBLE WITH SPRAY APPLIED FIREPROOFING WHET[ DIRECT CONTACT M WITH CONCRETE.FOUR ,115 RED SURFACES,THESE REDUCTION IN COVER TO FORMED SOFFITS SHALL NOT V - Gv I W/R7 N REINFORCEMENT AT THE MANUFACTURER'S RECOI't"ENDED DOSAGE. REQJI!�MEMNTS MAY DE C>.MITTED IF FOFQM9 IREM1AM M CONTACT APPLICABLE. Vlnlrt . .IIGV I W p CONTRACTOR'S MEANS AND METHODS AWNIf6A WITH CONCRETE FOR 1 OR MORE DAYS. EXCEED 1/4'. TOLERANCES. ERECT STEEL WITHIN THE TOLERANCES DEEMED M Vhtax . 2.5Ca I W/R N b. PRECAST PANEL MANUFACTURER TO PROPOSE MIX FOR PANELS,REF. OF CONSTRUCTION 3TAIR9 SECTION 1.11 OF THE RISC 'CODE', NIS �� ARCH.FOR COLOR AND OTHER REQUIREMENTS. MMIMUIM CLEARANCE BETWEEN INDIVIDUAL UNBUNDLED LO. . . NO SPECIAL CURING PROCEDURES REQUIRED. AISC GROUP WHERE w •FASCIA SYSTEMS STOREFRONT/WINDOW SYSTEMS � 'B� JUMBO SECTIONS AND THICK PLATES. APPLIES 1 (EXCEPT BASE V FACTORED DESIGN DAME SHEAR _ s C,OLID-FORMED aTZF:FRAIMING c. ENTRAINED AIR t9 REQUIRED ONLY W THE FOLLOWING LOCATIONS: ALL NOT LESS THAN THE BAR 'DIAMETER OR I INCH,WHICHEVER SECT!", A F10RE THAN 2' THICK STEEL ROOF DECK(AS NOTED) AREAS PERMANAVTLY EXPOSED TO WEATIaER WEATHER CONDITIONS. CONTRACTOR GTOR SHALL MAKE APPROPRIATE D MODIFICATIONS 16 GREATER PLATES). ALL SUCH MEMBERS AND PLATES SHALL BE SUPPLIED WITH Sc ■ SOIL PROFILE TYPE 'C'FiRf)M GEOTECW NIC„-,L k3IIGIPEER _ TO MIXING,TRAN�PORTtPk,PLACING,/ND CURING PROCEDURES DURING PERIODS CHARPT V-NOTCH TESTING M ACCORDANCE WI rH ASTM A6,SUPPLEMENTARY V . EXCEPT FOR THOSE PORTIONS DES*wE0 BY CKC 4 6HOMJ ON THE OF HOT,COLD,OR WINDY WEATHER M ACCCROANGE WITH,ACI 301, 0.33 COEFFICIENT(UBC TABLE 16-Q) i.- 11 OTRICIURAL DRAWNG6. LAP SPL ICES. REFER TO DRAWINGS FOR LOC,ATIONNS AND LE•NGTN OF REQUIREMENT!6. Cv • 0,45 COEFFICIENT(UBC TAB'_E 16-R' _ MIX DESIGN. MIXES SHALL MEET OR EXCEED EACH REQUIREMENT C0WTRLCTION JOINTS. CONFORM TO ACI 301,SECTION 2.2.2.5 AND REIPFORCW ISAR LAP SP' cS. IF LAP SPLICE LENGTHS ARE NOT I • 1.0 FOR OCCUPANCY OTD. (UBC TABLE 16-K) 0 ►-_ t_ SPECIAL N6PECTION. SPECIAL INSPECTION I6 REQUIRED IN ACCOPrANCE SPECIFIED.WHERE BOTH STRENGTH AND MAXIMUM WATER/CEMENTWOUS SECTION 5.3.2.6.KEYWAYS SPECIFIED IN SECTION 2.2.2.5.b ARE NOT NOTED USE THE FOLLOWNL. vALUES FOR GRADE 60 REINFORCING Z • 0.3 FOR SEISMIC ZONE 3 WITH SECTIONS 1063.2,106.3.5,AND not OF THE UNIFORM BUILDING CODE RATIO ARE SPECIFIED,THE MOST STRINGENT SHALL APPLY. REQUIRED UNLESS SPECIFICALLY SHOWN. SPECIAL BONDING ONLY,CONSULT ENGINEER FOR OTHER GRADE REQUIREMENTS. R ■ 6.4 FOR SPECIAL CONCENTRICALLY BRACED i k k AS ADOPTED AND AMENDED BY THE CITY OF TIGARD,OR FOR THE FOR EXAMPLE,MAXIMUM WATER/CEMENTITIOUS RATIO MIGHT METHODS SPECIFIED M SECTION 5.3.2.6 ARE NOT REQUIRED UNLESS � w STEEL FRAME(UBC TA,BLF :6-N) FOLLOWING ITEMS: RESULT M A STRENGTH GREATER THAN THE MINIMUM SPECIFIED. SPECIFICALLY SHOWN. SUBMIT PROPOSED JOINT LOCATIONS TO g L 1 (�� T - STRUCTURE PERIOD PER UBC 1630.2.2 LIKEWISE,A LOWER WATER/CEMENTITIOUS RATIO THAN SPECIFIED MAY ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. LSM`SIZE LAP SPLICE LENGTH _ W • BUILDING SEISMIC DEAD LOAD Z CAST•M-PLACE A;ON:7RE1T: BE REQUIRED M ORDER TO ACHIEVE THE REQUIRED STRENGTH. 940 KIPS CONG�T2IREINFORCING 3 1'-6' V . REINFORCING BAR Ems, COK°ORM TC)ACt 301,SECTION 2.SUBMIT PROPOSED WA4'TE"EMENTITIOU$RATA WIC RATIO SHALL BE BASED ON TOTAL FONS40M DRAWINGS, INCLUDING RES44ORRNG WHEN RE'.2JIRED,TO 04 21-0' REFERENCE STANDARDS. STEEL STAIRS SHALL CONFC)rd1 TO ALL WIND LOAD$ WELDED-WIRE FABRIC CEMENTITIOUS MATERIAL,INCLUDING CEMENT AND POZZOL.ANS SUCH THE ENGMEER FOR REVIEW PRIOR TO C.JNSTRJCTIOt,- ,g 2,_6- REQUIREMENTS OF THE FOLLOWING DOCUMENTS,EXCEPT AS MODIFIED i STRUCTURAL WELDING AS FLY ASH,SILICA FUME,AND BLAST FURNACE SLAG. BELOW: THE UM AND THE 'METAL STAIRS MANUAL'OF THE NATIONAL PRIMARY FRAME, cl WW STRENGTH BOLTING REMOVAL OF FORMS. by Y-0' ASSOCIATION OF,ARCHITECTURAL.METAL MANUFACTURERS. p a ,JOLTS INSTALLED IN CONCRETE AIR CONTENT, SPECIFIED VALUES ARE TOTAL AIR,INCLUDING ENTRAPPED P_- G •Iw 2 STEEL DECO WELD14G AND ENTRAINED. TOLERANCE FOR AIR CONTENT SHALL BE +OR - 1 1/16. CONVENTh?NALLY REINFORCED CONCRETE: KEEP FORMS ''1 3'-6' 0MKNBA_2EffjbL TREADS AND RISERS,STRN.IER9,LANDINGS �q !q a COLD-FORMED STEEL FrogkMNG TESTING ONALL CONFORM TO ASTM AN Ci31, D THE AVERAGE OF ALL TESTS SUPPORT.WG BEAM'j AND SLABS M PLACE UNMI TIL CONCRETE •8-- - 4'•0 RAILINGS AND ALL COECTIONS INCLUDING CGMNECTIONS TO THE BRICK VENEER ANCHM1% TA KZZN SHALL EQUAL OR EXL:EED 1AE SPECIFIED VALUE. TESTING SHALL BE HAS REACHED 15%OF THE SPECIFIED STREW `H PRIMARY STRUCTURE SHALL BE DESIGNED BY THE CONTRACTOR. 11A I 5n%CTUR,AL OB6ERVATI2, GARY KW<JYNSKI AND CO. INC. P.S.WILL PERFORMED AT THE POINT OF DELIVERY. WI,E66%0TED OTHER41SE BY THE ENGINEER 9 4'-8' DESIGN TO SUPPORT A LIVE LOAD OF 100 PSF OR CONNCENTRATF-D P Is DESIGN WIND PRESSURE i•: w LOAD OF 300 LBS AT ANY LOCATION,WHIC 4EVEIR GOVERNS. LIV.5 Z : a '10 5_b- LOAD DEFLECTION°46ALL NOT EXCEED 1/360 OF THE SPAN. SUBMIT C�FACTOR IPER UBG TABLE Ib-G) w PERFORM PEItlQ'JIC OBSERVATION DURING CONSTRUCTION OF THE MIX DESIGN SUtJMittl SUBMIT A DESIGN sORR EACH CONCRETE MIX F+ObT.TENSIONED CQNGIREIE: KEEP FORMS SUPPORT-NG POST- TO THE ENGINEER CALCULATIONS AND SHOP DRAWINGS 9TAMfiED � z m STRUCTURAL FRAME. TO THE ENGINEER(ANC TO THE CITY OF TKaARD,OR)F rR REVIEW PRIOR TO TENSIONED BEAMS AND SLABS M PLACE UNTIL TEND"HAVE 91 b'-8' C INLtiTNiCTION.CONFORM TO UBC SECTION P.YD5. DATA SUo;:!TTED FOR REVIEW SHALL ACCURATELY REFLECT PROPOSED MIX DESIGN BEEN STRESSED. FOR A STRUCTURAL ENGINEER LICENSED M THE STATE OF ORECsON HEIGHT EXPOSURE a � o a o 0 FOUR REVt1;�l PRIOR Tc?FABRICATION. (FEET) e3 C D SLUMP. THE SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE GROUT. USE NON-SHRINK GROUT WITH MINIMUM CG41PFMS61YE MIECNANICAL CONNECTIONS. MECHANICAL CONNECTIONS SHALL [DEVELOP DETERMINED BY THE CONTRACTOR AND SUPPLIER AND INCLUDED STRENGTH OF 6000 F'SI AT 28 DAYS UNLESS NOTED OTHERWISE. AT LEAST 12516 OF THE 5PEGIFIED YIELD STRENGTH OF THE BAR. ARCHITECTL,RAL DEgIS� CONFORM TO SHAPE AND COPFIC�URATION 0-15 0.62 1.06 1.39 ST® � �I� ��q CRITERIA IN THE MIX DESIGN SUBMITTALS. ACCEPTANCE OF PROPOSED SLUMP CONNECTIONS SHALL BE !CBO APP!•DOVED. SHOWN ON THE 4RGNITi�GTURAL DRAWINGS. CONSULT THE SPECIFICATIONS 20 0.61 13 IA T� OkALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. TESTY& TESTING SHALL CONFORM TO THE F•CLLOWMG: WIRE FABRIC SUBSTITUTION. WELDED DEFORMED WIRE FABRIC MAY FOR ADDITIONAL INFORMATION,. 25 012 1 1 a SLUMP SHALL CONFORM TO A5171 C-94 ANC MEET THE FOLLOWING BE SUBSTITUTED FOR REINFORCING BARS IN SOME LOCATIONSIF PRIOR 30 0.1h 1.23 .54 TOLERANCES= TESTING, MAKE ONE TEST FOR EACH 150 CU YD,OR 5UD00 OTHER REO.UIKMENTO CONFORRM TO NOTES FOR'STRUCTURAL STEEL' APPROVAL 15 RECEIVED FROM THE ENGINEER CONSULT ENGMSS2 FOR 40 ').84 1.31 1.62 �,n f OF SUMAC.E AREA,FOR STCJ4 MIX PLACED EACH DAY. REQUIRED STEEL AREAS AND ADDITIONAL REQUIREMENTS. WLEOb NOTED OTHERaY11;5E BELOW. 95 113 111iRtrrteet � Y+,�SSYSTEM FRAMING AND�V.�CONNECTIONS TO THE VENEER SLUMP TOLERANCE A'TEST'SNA;. BE THE AVERAGEESTIRENGTH9 OF 1W0 60 0. 1.43_ STUDS -- AND PRIMARY BUILDING STRUCTURE SHALL BE DE!,IC�D BY THE 2'AND LESS . . . . . . . . . . . . . . . . . . +/- 1/2' CYLINDERS MADE FROM THE GAME SAMPLE AND TESTED AT THE MATERIALS. 80 1.04 1.53 1.881 CONTRACTOR DESIGN TO SU1111P, T AI- LOADS MCI..UD' IG SEUIeCIGWT,WIND, MORE 7WAN,I 2'THRLU 4'. . . , , • • • • , • , ./- 1' SPECIFIED AIG►.. ADDITIONAL CYLMEF95 MAY BE MADE FOR 1.13 1.61 1.88 I i SEISMIC,THERMAL EXPANSION A?0.-,' DQ4 WAOHNG ECAARIENT. DESIGN$HALL MOIRE THAN 4' . . . . . . . . . . . . . . . . . •/- 1 V2' IFOIRMATION FOR POST-TENSIONING,FORM REMOVAL, SHAPES AND PLATES: ASTM A36. BE M ACC01111 ►1x WITH ALL PROVISION3 OF THE 1'!54 UNIFORM BUILDING CODE. STRENGTH DEVELOPMENT,OR OTHER PUk9ONS. - 120 1.20 I.6 93 SUPJIMiT TO TIE ENGINEER CA-CJLAT!00 AND SHOP DRAWINGS 5W4ED AND CHLORIDE LIMITS, MAXIMUM WATER SOLUBLE CHLOFdDE ION * 'SHEET STEEL: ASTM A446,A510,OR AWL 160 1.31 1. 2. SEALED BY A STRUCTURAL EN5INNEER L.!CENSED IN THE STATE OF OREGON CONCENTRATIONS CONTRIBUTED FROM THE MIX INGREDIENTS INCLUDING ACCEPTANCE: CONCRETE 19 ACCEPTABLE F 1)NO TEST S 1 '-I-L ROOF DICK 200 1.42 .81 2.0 FOR REVIEN PRIOR TO FABRICATION. WATER AGGREGATED,CEMENTITIOUS MATERIALS AND ADMIXTURES FALLS MORE THAN I`a0 f'61 BELOW THE SPECIFIED STRENGTH, STEEL RAILING: ASTM A53 OR A500. 300 1.63 2.05 2.23 SHALL NOT EXCEED THE FOLLOWING VALUED. TEST M ACCORDANCE AND 2)THE AVERAGE OF ANY 3 CONSECUTIVE TESTS DOES 400 1.80 2.19 2.34 ARGHITEC'TIR4L DE$IGNL CONFORM TO,NAPE AND CONAT;ONATION SHDhN ON WITH ASTM 01218. NOT FALL BELOW THE SPECIFIED OTRE'NG H.CONCRETE NOT ATO: ASM A301 OR A?25. THE ARGHITN AND Y.DRA1'NRNGD. CONSULT` THi: SPFGIFIC-ATiDN F�'�IR ADDITIONAL MAXI IUt1 WATER SOLUBLE MEETING THE ABOVE CRITERA MAY BE SUBJECT TO FURTHCR REFERENCE STANDARDS. STEEL ROOF DECK SHALL CONFORM TO ALL IPFORIATIQ!AND REQUIRI]MENTO. REQUIREMENTS OF THE FOLLOWING DOCUMENTS,EXCEPT AS MODIFIED STUD SHEAR CONNECTOR2S, ASTM A08, INSTALL M ACCORDANCE � ' (UBC TABLE CHLORIDE ION M CCN:RETE, TESTING OR REMOVAL AT GONTRAC:TOR'b EXPENSE. THE ANCHORAGE. WINDOW SYSTEM MAY ME ANCHORED TO AND SUPPORTED S BY WEIGHT OF CEMENT ENGI,s'•ER MAY REQUEST PAYMENT FOR REVIEWING THE DELOW: WITH AWS DI.I. -- VERITICALL`.'BY T11E METAL STUD FRAMING AND ISOLATED FRC'M T,,E BRICK PRETENSIONED OR ADEQUACY OF TING CONCRETE M QUESTION. AISC 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL q* - 16.4 FOR 80MPH BASIC WIND SPEED IN c1l. VENEER L4IAGNb+ AWD STRUSUCTURAL FRAMING~OHAi.L BE DESIGNED AND POST-TENDIONED CONCRETE. . . . . . . .0.06 STWCTURAL MEME,LRB' CONCRETE FILL. CONFOR'1 FOR IN-PLACE NOTES R 'CAST• -PLACE (UDC TABLE 16-F) "_ SYSTEM. ODI SPEL.;FICATION6 AND COMMENTARY FOR STEEL ROOF DECK Iw - 1.0 FOR STD. OCCUPANCY TO P PROVIDED B'THE SUPPLIER TO SUPPORT ALL LATERAL LOADS AND ALL OTHER CCW-RETE. . . . . . . . . . . . .0.6 SDI 'CODE OF REC1�M't"'F�NDED!4TANDARD PRACTICE' GONGt1E7E'. �L �� TO NOTES FOR (USG TABLE 16-K)RDHIDE STABILITY OF THE P404V-IMI EM. DEFLECT106 AND THERMAL MOVEMENTS. IN ADDITION TO SEW;"LOADS, -AN$01.3 'STRUCTURAL WELDING CODE - SHEET STEEL' CONCRETE REINFORCE_ rn- �TETEI"I'I NCLUDNG GTION� FIALL BE GEOKGNED TO ACCOMMODATE 501 REINFOII,.MG BAR.WARE FABRIC AND FIBER'. ODI CODE. THE SDI 'CODE OF RECOMMENDED STANDARD PRACTICE' USE AS A MINIMUM INN 6 x 6 -141.4 x WIA UNLESS NOTED OTHERWISE. .11 9UILDING DEFLFCTION6,STRIICTURIAL-FRAME SHRINKAGE,TFERMAL MOVEMENTS MND ERECTION TOLERANCES. FABRICATE,A66EMBLE AND ERECT THE WORK SHALL T C EIV WHERE MODES,PLANS AND SPECIFICATIONS,OR CONTRACTS ELEMENTS AND":Oh1r�O�lEVT9. m WELDING. CONFORM TO AWS 01.1 FOR STRUCTURAL STEEL AND ARE NOT CLEAR OR COMPLETE. AWS 01.3 FOR 5NEET STEEL. DESIGN WIND PRESSURE FOR DETERMINING FORCES ON (�^�� O MAINTAIN THE FOLLOWING LIMITATIONS, I5RIC1C INR TRIALS DECK SHALL BE FABRICATED FROM STEEL CONFORMING ELEMENTS AND CC ;PARENTS OF THE STRUCTURE SHALL CC IL o A. TI#liMAl.EXPANSION AND C.ON(RAGTIf)N OVER AN AMBIENT _ � . 10 ASTM 4,653 3TIRUGTURAL QUALITY fSS). MINIMUM YEILD STRENGTH BE DETERMINED BY USING i;4F APPROPRIATE PK58UR£ uj TEMPERATURE RA►�'.E OF 12S DEGREES FAHRENHEIT, �'"' c * M C.OEFFIGIENT(Cq)PER UBC TABLE 16-H. .g;QM. THESE NOTES APPLY TO BRICK VENEER SHOWN ON THE STRUCTURAL JOINT REI,FORC'EMENT. ASTM AM FOR SMOOTH WIRE. ASTM A4%itOIR "ALL BE 38 KSI. COLD-FORMIC � I �L ��' 1 INC Q MA? .M FULL LOAD Der�Ps:TICN,PERPENDICULAR TO THE WALL PLANE, DRAW�y ONLY REFERENCE ARCHITECTURAL. DRAWINGS FOR ALL OTHER DEFORMED WIRE. SINGLE No.9 GAUGE PENCIL ROD ENGAGED BY ANCHOR SEG110N PROPERTIED. DECK SHALL PROVIDE THE MMIIMUI PROPERTIES FOUNDATIONS, FOIL ANI'MEMBER SMALL NOT EXCEED VUI1 OF ITS CLEAR SPAN NOR FEQU,RIEMEtNTB PINTLEO OR DUR-U-WALL SEISMIC LADUR WITH 2 No. 9 GAUGE 8102 RODS NCImN BELCH. u IR NCH,WHICHEVER lb LESS. MAXIMUM F1JI.L LOAD DEFLEGTICN, �♦ t� PARALLEL To THE WALL PL-AE SHALL NOT EXCEED VW`OF ITS I AND Nr-+.9 GAUGE WELDED CROSS ROD$AT Ib'MAXIMUM SPACING DEPTH I 46 - 5 ��'�FOOTINGS: .) gF�SPCE STANDARDS. REINFORCED CONCRETE MA50NRY SHALL AND NOMINAL 5/8'OUT-TO-OUT WIDTH. FOR LA')UIR TYPE REINFORCEMENT, n* CLEAR SPAN NOIR i/8 RNGH,WHICHEVER ID LE6D. M ADDITION, CONFOR1 TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, r � DECK TY (M) GAGE (INA) (INS) (INS) SCOPE. NOTES APPLY TO COLD-FORMED. EEL 'FLAMING SH','i-N ON U. MA,XAUIUM RLL LOAD DEFLEGTIONb,PARALLEL TO 11E WALL PLANK, C0*011T 4,6 MMALL RED BELOW, UBC,CHAPTER 21 THE INNER MOST S1DE ROD SHALL BE ENGAGED BY THE ANCHOR PINTELS. - - THE STRUCTURAL DRAWINGS ONLY. RREFERENCE AR SHI(EGTURAL DRAWINGS ALLOWABLE BEARING PRESSURE - 3',JOO PSF WITH A n n SHALL NOT EXCEED 194 OF TSE DESIGN CLEARANCE CIMEN610N WR 11/2 20 .216 .23!� .248 FOR ALL OTHER FRAMING REQUIIREIMENT9. 300 PERCENT INCREASE FOR HMO OR SEI5MIC LOADING, ♦R lug BETWEEN THAT MEMBER AND TIME PANEL,GLASS OR OTHER PART GALA, HYDRATED LIME. ASTM C-201,TYPE S ?lJR 3 10 .831 .508 .56: PERT HE RECOMMENDATIONS OF THE GEOTECFNICAL 0 IM`EDIAT?LY ADJACENT. REFERENCE STANDARDS COLr)-FCW1ED STEEL FRAMING SHALL CONFORM1 t > ASTM 061.GRADE SW BUILDING BRICK UNITS. M'JI"EGTION SPECIAL INSPECTION IO REGUfRCD FOR ,AATMG. DECK bHALL BE GALVANIZED BEFORE FORMING M TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENT,EXCEPT AS MODIFIED C. C016ECT ONS AND PANEL JOlrrb SHALL ALLOW FOR THE RELATIv! MINIUM COMPRESSIVE $T 1ENGTH SHALL BE 3000 PDI ON GR066 MASONRY GOMIS aL1GTIrJN. SPECIAL INSPECTION AND TESTING ACCORDANCE WITH ASTM 4,653.COATING SHALL BF 660 LK+HT BELOW: AISI 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL ujro 1"dVl:+1ENT BETWEEN STORIES OF I INCH M ANY HORIZON"AL DIRECTION AREA. SMALL BE M ACCOFIDANCE WITH UBC SECTIONS 1101 AND 2kn. STRUCTURAL MEMBERS' � CC A VERIGAL LIVE LOAD DEFLECTICAII OF 3/4 INCH DOWNWARD COMMERCIAL,WITH NOT LESS THAN 0.60 OZ. PER SQUARE FV^T. 1 .AND 3/8 NCH 14-.:,wc Pe'.CANTILEVERIED BEAMS. THESE TOLERANCES l A6TM C210 TYPE 6 ANO UBC SECTION 2103. I PROPOICIONS MAY BE BASED ON LABORATORY OR FIELD TH. ASSUMED ST ally I r5n OF THE BRICK A98EM!•LY lb INSTALLATION- h.oTAL-L DECK M ACCORDANCE WITH MANUFACTURER'S MATERIALS. HE 4,416 GRADE D OR A 4,510 OR A611,Fy . 50 MAI FOR go CC ry ARE ADDITIVE HE ANY;.7INT ACCOMM01'>ATION FOR FABRICATION, EXPER106:E OR UDC TABLE 21-A.MINIMUM COMPRESSIVE WITH PSI AT 28 DAYS.COI N,LIANCE SHALL BE M ACC:c'>RDO;dCE RECOMMENDATIONS AND 6140P DRAWINGS.WELDING SHALL CONFC)RM Ib GAUGE IND HEAVIER. Fj - 33 tuf FOR B GAUGE AND LKaHTER C pq ERECTION OR THERMAL EXPAN610NL 6TW4TH SHALL BE k100 PS1 AT 26 DAYS. WITH UBC SECTION 2105. TO AWS DI.3. to Q SECTION PROPERTIE6. MEMBERS SHALL HAVE THE MINI IUM PROPER'(IES ♦A I ALL ASSEMBLY MATERIALS INCLUJDING STEEL STUDS, LOADO a FAbTEWE_ , SUPPLIER SHALL VERIFY ROOF DESIGIN LOADS INCLUDING SHOWN BELOW STUD TRACK SHALL BE OF SAME GAUGE AS STUDS. i CO WNDt�N WAOMNG L.OAtDb+ SYOTSMS ANLfl ALL COMECTIONIS ARE TO BE DESIGNED V=II CORS+ DUpR-O-WALL WISMIC ANCHORS OR APPIWVED r<GUAAL. LEDGER ANGLES,MISCELLANEOUS STEEL,CONNECTIONS,VENEER ANCHORS SNOW DRIFT LOADS AND WIND NET UPLIFT LOADS. THESE LO,DO ARE M ADDITION W O WI AND L GQDITIOMS 1'PrJSEiD BY WNDON WASHINb EdJIPIMENY• SIZE 04ALL BE D/A-2136 WITH f2 GAUGE PMTU AND 14 GAUGE ANCHOR PLATE. SHALL BE CORROSION RESISTANT.STEEL ITEMS SHALL BE EITHER ASTM A153 VERPY LOADNMi MTN ANCMITW AND NIDOY�N WASHING EMIRMENT MANFACTUER CONNECTION TO METAL STNDO SHALL BE K;rH 2 D/A-801 No. 10 GAUGE BY 1.1/2' HOT-DIP GALVANIZED,OR ASTM Al 300 SERIES STANCE"SrE�l.. TO THOSE LISTED LWeR DESW CRITERIA ON THIS SWEET. SUBMIT DE04N LOADS DEPTH S I A BEFORE PRM7CEEDN19t WITH DESMON AND CCNST%.T%X LONG SELF-DRRLLIN5/6EL-F-TAPPING!TF'> SCM946 PER A .*M ANCHORS VENEER ANCHOR SCREWS SHALL PIE STAINLESS STEEL. AND CALCU ATIONS TO ENGINEER FOR REVIEW PRIOR rO CCNNSTRUCTICM. SUPPLIER MEMBER (N) GAGE (I11,13) (M4)12 1.226 V�_ y �� SHALL BE INSTALLED AS THE BRICK 'AM&ARE LAID WITH ZERO ECCENTRICITY. 16 RESPONSIBLE FOR 11 TEASING DECK GAUGE AND/OR DECK ATTACU`I MEtNTb To 600 XC 18 6 18 .19 6TRLl:TUl1E AS NECESSARY TO ACCOMMODATE ALL DESKM LOADS. 600E 118 6 E .111 2.600 0 i 600 MT W 6 14 .810 2.911 11! 6010 DT 14 6 14 .968 3.521 800 XC is 8 18 1.066 4.462 19 ��,,,��rrr �- UIIOR EJ A 8 4 1.481 6.559 � !L�(C 800 MT 14 8 14 1.351 5.905 �I� ERECT FRAMING M ACCORDANCE WITH MANU'ACTURER'SC L.�ull 0 vl �FA RECOMMENDATIONS AND SHOP DRAWINGS. BOLTS SHALL COFORM TO m,._, it I ASTM A301 OR A325.WELDS SHALL CONFORM TO AWS D1.3 'STRUCTURAL Lu IoELDKs CODE -SHEET STEEL',OR SECTION E2 OF THE AIN CODE. uCREWS SHALL BE HEX HEAD,SELF TAPPING TYPE,No.8 OR HEAVIER SHOP[JRAWMGO, SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, 51.0 I Il M2fM SW 611111 I" SUP2M0•MM7 N+`9k+K "` * ^'' r ; . ,.-... --t� , .. ... 0 ow- ' - �- ,,,.,_n.,fit;n. ,r y`..w::.':..,w_•. .r.�._ .»,-*-�„+�+w,..Mb.-� .,.-.,�.A.-'..�. - ^M-.0�._ ,`--�'_f'.'.� ,/ I �,.. .'r,. - _ 0 2 7 ,• � A 6 tU t2 14 I . A i6 - + . : .1 L I, I I . 1I ! . 11 I (IIJIII3 : IIIII111 IlilllilllJllll III il! 1111111 I "' ' ' " I Illi" , (III IOL I I IIIIIIIIII) IIIIIIIIII1:ILl► II11111I1111111 III�III I I I . 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I M� TIE CO Wd S • a• - - - - - - - i � � -HOOK REiM°. � ,i1r;'.L;i.:•'�: • SLAB DE�-'�RESSION SLAB EDGE wHERE ADJACE++T '�4 No6N4G DMTYr. , . _ tA °r 3'�In. "I" SINGLE CuFaAls �'� I2'cLR TYP 91d' ; ` l�l I S � � '�•�;: Dc)WELb TO MATCH . VERT.WALL REIM. ENIR L GRADE 8LA8 6HAl.L HAVE JOINTS CONST.JT. OR CONTROL JT. ) VERT. LOCATED TO CLOSE APPROX.AREAS OF 400 60. .MAX. \ i' T'-O MN TUMCAL C4098 SUBMIT LAYOUT TO 6TRUCT6RAL ENGNEER FO1t APPROVAL. I \ TYPICAL s /�\ •� u 37d 2. TYP. GLAD C14.'�F 16 PER 60IL6 GON611TANT RECOMMENDATI". V . COPMR DAk 61ZE andVACM _ TO A DEPTH OF a • •• e — — WWI4 r�If+N Tit, WALL RE TNFC)IeGNG O MATCH HORIZCVTAL ----v-JOINT FILLER a USE APPROVED I I •'• o�} �—TjOle1'f•&AVER•ME6H, / �� ,�► ` z 5 D • Id FOR 9,4,x! a . D+41t DIAMETER HOLD TOP OF MEbw �L I I ~ 30 D • 6d.roR 1,4 A 3/4'BELOW TOP OF I. CLUSTERS OF SMALL OP'ENNG6 WF106E OVERALL DIMENSION .•• � Q � �� , W CSED6 12' SHALL BE NEW.Ab ONE OPNING. •\ \� / t I6•EA WAY / /i //\/ / • r- �j \��\ • ..• e— i M14mr i39r' Y!' ,/p• . CONSTRUCTION JT. CONTROL JOINT 2. wHEReE aN ADJACENT oPR]JNG IS CLobER THAN 3'-O'AND OF THE GAME SIZE, _ C EXTEW TR"BARS CONTINUOUS TO 2'-0'MM. PAST ADJACENT OPENING. \ •\ / V�T OPTIONAL ELOPE Aa.a Vit•BITUMINOUS STRIP COLUMN ON WALL. .4 3'MIN I � REF. PLAN MAX" DN M10N REIN. EACH SIDE U.KO. �a� I-s at MID-DEPTH I W. $f NaMAI. • U-0'to 2'-0' 1-9 TOP and 150TTOM REf. ARCA4 L. Dl�136. 2 H. 1.5 k Tod. Lu 2'-O'to 3'-O' 2-9 TOP and BOTTOM "6 AIR DMW NOT Naw Ld ■BAR DIAMET6e M MIN = S W&ARM— 4 90421 11011 ma TRfiCal" d a am Damm D•my WSW= �� ISOLATION JOINT C 3'-0•&a LAMER TER.:1, PLANS •T•or mx faL • G WYAWARD HOOICa t B D I I.L i lli. o CORNp fti? TIONS z win ON !r R11DW Eta I S 1'�'P. 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REagelo�cNG I. VERIFY ALL DIMIENSIONS,FLOOR ELEVATIONS,DEPRESSIONS FNI"S, z North STAIR DETAILS,GUARDRAILS and ETC.WITH ARG14%. DRAMINGS. ., �' • I'-A. Fns n' b•x n'-b•x?' a• u-�,.EA.WAY 1. REFERENCE ARCH'L.,MECH'L.,ELECT•L.and PLUMBYs. DRAWNGS FOR l5= P" W-b'x Y-b•x 2'-3• S-'b.EA.WAY DUCTS,CHASES,PIPES and ETC. ze 3. AVEOW CE SHEET SIV FOR GENERAL NOTES and DESIGN CRITERIA. Z F6.6 !'-Y x 6'-Y x?'-C 8-V1b.EA.WAY A. R�ERENCE SHEET SI♦I FOR STANDARD CONCRETE DETAILS. FA♦0 W-O'x rr'•0'x 1'-IO" S-%b. EA.WAY a♦ REFERENCE SHEET SERIES Sax FOR FOtNDATICN and CONCRETE DETAILS. F43 4'-&'x 4'-b'x 1'-3- b-%.EA.WAY b. REFERENCE SWET SERIES 64.x FOR BRACED FRAM ELEVATIONS AND 0lTAIL6. F3.0 3'-0•x 3'-0'x 1'-3' 4-'4b.EA.WAY 1, REFEIGENCE SI•EET SERIES Sbx FOR COLUMN ELEVATIONS. M 4?'-O'x 4C-O'x 4'-O' REF. 16/63.? a� • S. REPEPV CE SHEET SERIES S6x FOR STEEL FRAMING DETAILS. U.FD 36'-0'x 26'-0•x 4'-O' REF.1/163♦? S -q-INDICATES GOLUMN TYPE.REF.61FEET Sb♦I FOR COL"ELEVATIONS. 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VERIFY ALL DMENWN6,FLOOR ELEVATIONS,DEI"RE860415,FIN16WE6, STAIR DETAILS.GUARDRAILS anr:ETC.KITH ARCML,DO AWI G6. 2. REFERENCE AWN L.,MECWL.,ELECTL,and 1'LUMOrmi.DA'AWNGS FOR ♦� DUCTS CWA5E6,PIPES end ETC. c.r� SECOND and TH 1 RO FLOOR PRAM(NG PLAN N� 3. REFERENCE SWEET 510 FOR GEIoERAL NOTES and DESIGN 1JriERIA. Z and 1 �� a ��x 4. REFERENCE SWEET 81.1 FOR STANDARD CONCRETE DET/',ILS. .41 d u o S. REFERENCE 3WEET SERIES 63x FOR FOUNDATION end C+'INCRE'�DETAIL. 6. REFERENCE SWEET SERIES 64.x FOR FIRACED FRAME ELEVATIONS U. AND DETAILS. �P�'i1 1. "RENCE SWEET SERIES 65x FOR COLUMN ELEVATIONS. u� I E REFEI�,E SWEET SERIES 56.x FOR STRUCTURAL STEEL FRAMING DETAILS. 9, REFERENCE SWEET SERIES 61x FOR ROOF PENTHOUSE FRAMING DETAILS. V. IIEFfflV4CE SWEET SERIES Sttlx FOR BRICK VENEER and PRECAST CONGIIETE ELEVAT0110 SECTION and DETAILS. n. 'G2'INDICATES,COLUMN TYPE,REF.SWEET 65.1 IJ. TOP • TOP OF FOOTING,TOC • TOP OF CONCRETE,TOO • TOP OF STEEL. 13. 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EL. • 92'-E 1/8• 2'-m_ (KIDGE LME) 11 I NOTE• PLAN Nai E& U PARTIAL DiPMICE BR CE 6P FERE 1• VERIFY ALL DIMEN610NSs FLOOR ELEVATIONS,DEPRESbi",FINISHES, ARE FOR COI011C1:BRACE AR DIM s AND STAR DETAILS,G1ARDRAILS and ETC.WITH ARCHL. DRAWINGS. ASSOCIATED WBxlm°6.SIMILAR DIMEN610PIS APPLY ALL AROMA ROOF PLAN 2. REFEREN CZ A3C4%.,MECNL.,ELECTL.Ord PLUM1543.DRAWING6 FOR DUCTS,CHASE$,PIPES And ETC. 91 3. REFERENCE S EET 61.0 FOR GENERAL NOTES And DE6K.N CRITERIA, 4. F!E`°INCE ;iNEET bl.i FOR STANDARD CONCRETE DETAILS. II� O O �� S. REFERENCE"ET SERIES 63x FOR FOIMATION And CONCRETE DETAILS. f u Pbr1,h 6. REFERENCF 8HEET SERIES 54.x FOR BRACED FRAMIE ELEVATIONS 'ca AND DETAILS. I. REFERENCE SHEET SERIES 65x FOR COLUMN ELEVATIONS. OLM E REFERENCE SHEET SERIES 56x FOR STRJCTIRAL STEEL FRNMWx DETAIL$. S REFERzNGF SHEET SERIES Glx FOR ROOF PENTHOUSE FRAMWs DETAILS. 10. REFERENCE,"ET SERIEO S8x FOR BRICK VENEER Ord PRECAST CONCRErf ELEVATIONS,SECTION And DETAIL& z H. 'C2' INDICATES COL"TYPE,REF.SHEET 56.1 < _ U. TOP . TOP ON FOOTMGi,TOC • TGT OF CONCRETE,t0$ • TOP OF STEEL. a. I� 13. OP. ■ ''W1GED FRAME,REF.SHEET 64.1 14. d--7 INDICATF_6 DECKING SPAN DIRECTION. �- INDICATE$NIUMBER OF 3/4'4 x 4 I/1'WELDED ' FEADED STUD;ECtI ILLY SPACED O!1 TOP FLAWA 15. HIS x 35(25)C• OF I"0 SEAM INDICATES BEAM CAMBER J� 16. -•••S INDICATES MOMENT CONECTIOM,REF.DETAILS n/'S6.2 Ord W/U.2. L31 n. TOP OF STEEL ELEVATIONS R ROOF ARE SNOW ON PLAPL SLOPE STRUCTURE BETWEEN TWE RIDGE And VALLEY LINTS.GIRDERS SPANNING IN NORTH-SOUTH DIIIECTION THAT INTERSECT LINE 'Cxb'SMALL BE INSTALLED LEVEL WITH T.O.S.EL. • 51'•6 VY.DETAILS 10/•6.3,Wft.3 Mid 12/56.3 APTLY AT THESE LOCATIONS. M ALL MEANS NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN GRID LEES a OTWER DIMENSIONED BEAMS•. Ml O*orAn*ANGLE STRUUT RI1ef.DETAIL 8/$81. $2.4 33d M . \ .r,� ,. ... •' IM.- y. �.. f.�� t3 , r ..- � '._ '� ••W.y ..`, / - • ,r..n.u...w«, ,......n•na.+r.., .' .... .. ... .. , ., ... y I, g 10 i2 i4 ` 16 . 1 I'�II,I�IIIIIII IIII,,,I�I�j, , '� `'`'�"` � ` IIIIIIIIIIIIIII IIIIIIIIIIIIIII I /III I � i � '' j II IIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII I,IIIIIIIIIIIIIII��1 IIIIIIIII /IIIIIIIII ' •+ j ; I NII NIb 1 NII t 1 h Inuh�lu�A�Ii ihOillu IIl�ilun111�I1nIhl�illulli�ilun udl� �nuh111111114A,irih, nnh11114011111h i s a� .>. 4"i) .. ` ,treTti yy - .. ,.. ' ^+A•r+ ,.t..r.... .--� SIN / ww+--..r.,..............,w..r.,.u,,......•.r.i..•r..s +r ...........ra►...•a....esr-eM...,.......ar ...n,.w.rw.. .-.... ..,... �1e'fµ. 1 'AiNn l� � t - . 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TYPICAL I I I X-GRAM REF•4/61.1 Mril��Ia'41 T1T. _ ----- – -- - - - - - -- - - — _ - en�e_ r I 41 --- TS 6x6x3/16 N.� I '� -- - --- --- - F, o .4 soon I .24 oa,ALIGN V STIRS I 1 7§1 ,1I I TYPICAL iI - s . ii \ 1 I I I I 11 TQ , t0 'i� lei z II N I I I I I 24'os:.TYPII'.+Q —_ - -Ir - - - - It WAI.I 6TLD4-- -- - I I_ I - - - _ I 1� I - I _ I •24'dr-TYPICAL Ts ftX3 F - -- ------ — — — s) s F - - - - TS bx6x3/fb'— - - - - - - AS TrMICAL A>SbEM!!Lr — — -- — — — — --_-_ - ---- - - - - — = 1 U2'•xi4�GA,tYr 8 METAL R ICCF SCREEN WALL,TYPICAL DECK�oVER METAL ROOF JOISTS.R@'. PLANS vvm JOIST and SPACNCL I I I I I I 4CAL ASS&SLY I I I I 1 I II - z PECK OVER MME JUMTO.FU. _ _ _ v2•x GA. METAL RooF PLANE FOPR T ZE and SPACNG. I TMOt,J�E IWVF FRAMM MAN I � m W I 4! z 3 � I I I I I I I I I I s 8 Z CL I I I I I I I I I I I I I z .� 1 a LL. NEON> OM& � 1. VERIFY ALL DIMEMIIONS,FLOOR ELEVATIONS,DEPRESSIONS,FINISHES, C STAIR DETAILS,GUARDRAILS and ETC.WITH Aprj.1t.DRAWNGS. W14 ELEVATOR SEAMS y PROVIDED BY 4 LOCATED 2• REFERENCE ARCHL.,MECHL.,ELECTL.and PWMdYs.DRAWNG6 FOR * BY CONTRACTOR DUCTS CHAfrr,P;PE6 and PTC. � M 3. REFERENCE SHEET$I.O FOR GENERAL NOTES and DESIGN CRITERIA. – WIOxa Wade J 4. REFERENCE SHEET SLI FOR STANDARD CONCRETE DETAILS. x R n WIDa 144110 _ tom• u N.9 5. REFERENCE SHEIET SERIES 83.x FOR FOUNDATION and CONCRETE DETAILS. Z TOC.'.L. • SS'-0' I 6. REFERENCE SHEET SERIES Sox FOR BRACED FRAME ELEVATIONS Ill -• — 144x10 _ - u AND DETAILS. Eye i. NEFERENCE SHEET SERIES Ssx FOR COL"ELEVATIONS. (��! 21 _ aE "Im.,RENCE SHEET SERIES 56.x FOR STRUCTURAL STEEL.FRAMNG DETAILS. ca REFE{�ENCE SHEET SERIES DU FOR ROOF M9Vk ISE FRAMING DETAILS. -- ---- 144x10 _ _ W MM&LALWR A GE"1lLY --- --— _ _ b. REFCRENCE SHEET SERIES 64.x FOR BRICK VENEER anal PRECAST 2 U2'CN�NCIE�TE FILL OVER 9 1 CONCRETE ELEVATIONII,SECTION ad DETAILS. _ cIAL C.@lCSITE METAL DECK I n. 'p' INDICATES COLUMN TYPE,REF.SHEET 56.1 (E 1/1'TOTAL DEPTH)v _ – — _ 6x6-M.bir2.{MIJIF. _ _ F 12. TOP • TOP OF FOOTINf3r,TOC • TOP OF CONCIIETE,T003 • TOP OF 6TEEL. 13. D.F. • BRACED FRAME,REF. SHEET 84.1 s► _ - _ , 14. -� INDICATES DECKING SPAN DIRECTION, INDICATES MM WR OF 3/4'f x 4 I/2'WELDED C /--OF HEADED 6nDS Ed1ALLY SPACED ON TOP FLANGE F IS. wu►x 3s(2��c. of wF BEAM INDICATES BEAM CALIBER " �.i 16. INDICATES MOMENT CONMIECTICR REF. DETAILS IV86.2 and 14/66.2. ELEVATOR MAC�IINE ROC�I'1 FRAMING; PLAN n. TOP OF STEEL ELEVATION K ELEVATOR MACHINE ROOM 16 5 IR•BELOW TOG EL.U.KO.TOP OF STEEL ELEVATION a PENTHOUSE ad STAIR ROOF IS AS SHOWN ON ARCHL DRAWINGS. r. ALL BEAMS NOT DIMENSIONED SWILL BE ECU&LY SPACED BETWEEN GRIL)LINES or OTHER DIMENSIONED BEAMS. vRATOR MACHINN ROAM andMTHOU§l R� RAMI �1� N � �INDICATES/YNGLE eT1rJT REF. DETAIL sls6?. 82.5 I/r • I'-w - .. 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WELDED WADED 8TUD8 11M" (VWY I•/ELEVATOR M V CONC.R'�ON Gw4ADE •24o.c.,MACE BTWN. s 114,EDGE DIST. 2'•0• OLOCK-OUT TO BE FILLED • OW.KAN GMEADER BEAM EMBED. I T8 6x4 to L24 GUN }'--WO.SYMMETRICAL CON ECTION6 BLOC -OUT W _ I ABOUT t o1 EIEK 3'•A' V4 ONE 00 ONLY FRAME of BGLTIf IVRAL t � FN' V x--�•Ir'o.a ' I � I.t FLcrAR� - wtFLOOR � v ----- ---- -- WFCOLUMII 7 _ --- --- • •oil •• • e RIEF PLAN t ' VI . +Woz. \ / b4�hL BADE CONNECTION- • E ELEVA OMt!MT /% SPREADER . \j •• ..• V4 rn.• REF.PLAN lid. 1/Ga2 W WOR 1Z o 12'o.c. % •° ° . $/83.1 FOR CONK OOi�Lb TO MATGN vERTb. GLAD-ON-ISMADE a GLAD-ON -— W REF.PLAN REF.PLAN ' ji //` LEVATOR RMT '• //� \�\�\ \ c� v I • WALL REF.PLAN . , • • • ' •� ;� • • • MON_• I /r SUMP PIT R .AICI4'L •° EF / POR LOCATION \ •.I. jai en ~ I ~ •� -of- -%EA.WAY TOP t BOTTOM 4'Mk 0' 4•hIN 6" 3' ROOTNG RIEW. 1- ---- - 2' r CONC.kill 6' 2'-O_ w 3'CM 11-LIVATOR PIT tam 11-V =iOTION z AT al D , TAI ===(�) RVA= �PR��4D�R 8M. m dl W. 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PLAIN FOR TOP'OF FOOTM(TOF)ELEVATIONS WFERE TI4EY DIFFER FROM ABOVE. r F V2" 1•6 2'-1 V2' P RIM RMW4s at _� ROOT at CUR AIN _ I PWI at P.C. PR000004i� SW rT1'PI ROOT LION 1Z sr4 • •� a r a LIUa f Ls z 03 J LLM rte- 'nu-L 1� u 3 d z O 1 fr Z:3 1MN MND t i5 r • • - - _ ;? lit9'ti `K-'fie+4' 1'�91M11 .,`"+'IAq�+,Sp;. .�?Mi.wrs'+7 ,1•AC5%'et .+a1 �f"�n '�'�" .. �r'" \ .t , :`>7•-. . 71MAs l'� � .r �'.- - _• -._..tip. 14 I? 14 16 I .. ti I . X13, 1 Y ,u •,, a , �f'�ilflillll�l f ILII 11.rrlll�llll(� i�i�iiiii� iiia I ,, + I .�.� a. .w .wa•,.. .....•.r-+•..c_.•.•.►.rar.r•.r +......,..s_.........._.ws.,...,.r r... r•w...•.. ..... .,.. ..a`r..-.wu.ti,..+....._. .«+ _ A j "i.... .N .1 ►„�. .,•M: - aw w4.b. .•IlR - ... •u . --yy,.. - M.i1all w`w �..Yrw•.n. i+ •..w.s*w«..w..iww«e.ww,:. r,.w.JflTww.•.+... ... ,*Ibrwranr .rb.•«arrrr..••rrr.q... «. _ �• _ ,.._._-.....•.»w•..\.IrlM.ri,.%s;,. g . Y tR4, . 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TION DETAIL 1'1 ` I WF COLUMN < � R WA WFR I \ , ` 2' 3• 2• CONN,R NEAR SIDE V2x6x0'-6'M I T14ICJOE66(1/2p)• ELEYATION I 2 uz L TWINNER COL.WEB Iv✓J � [� ��-- I 0 VI6',V2'MK) z CCIum TO 2 IR I- p - I PROVIDE 04M R Ea 4 BASE R a SIDE of TNNMER WEB 2'DIA.MAX.GMM' � 3-14 DIA A325-SC wWERE WEB TWIQorEesEs I DO NOT MATCH HOLE IN EWE N>: --� BOLTS W a CONTRAC11IM6 OPTION , TYP.EA. BRACES ARE ABBREVIATED AS FOLLCWb: E J wr �+ STD — b).'itVARD PIPE TAPIR FLANGE at 2 I/2 1 1 to "' CP-t1T W XS -- EX>>'A STRONG PIPE AVM TENSION STRESS _ _ _ _ — — — Ott— DXO-- Para E EXTRA W BONS PIPE RISER FONTS PER i+ To — ma RECTION AWS DU 40' t0 Ibm' DRQ - c ANGL.t 3�A T� 4� �IRN4C� ANGit.� � a � � �' D� COIWWTION WHIVI N.R TION SC4�11►'ID" li �; `x-uT�---- t . I/I6• I*'MAX � � � II 11 I p BRACE SIZE t'•STD t'•DXS 10'•STD b'•xs q'•xb To loxlox5ro BRACE SIZE .'•sm a'•Dxb 10'•STD NNY•D a'•xb ro NNlxlox5/6 I II ,I wF COLUMN W. :�. W h 2V:L r F'L�W TYIMCAL GUSSET PLATE 3/4' 3/4' 3/4' 3/4' 3/4• I' TNS NE6G(KATE T) 3/4' 3/4' 3/4' 3/4' 3/4' 1' 2102 I it I II TWK,IorEeb(T) ( I BASER 3 V2' II A512 GR. 42 WELD SIZE 'A• 5/6' 5/16' 5116' I�+i' 1/I6' S/N/' WELD SIZE 'A' 5,*1 S/NI' 5/I6' V2' 1/I6' S/S' `• —2'-O' 2'-0' 6' LA(MIN.) 12' IS' 15' 14' V 14' LA(MIN.) .1' 10• is. 14' M' 14' II I •USE FULL PENETRATION WELD WHERE t A I' WELD SIZE b' V4" 5116' 9/16' S/MNI' I/2' S/I6' MELD SIZE b' IR' b2' V2' IQ' 5/8' I/J• �L LB(MSL) W 30• 30' 1 30' 30' 30' LB(MAGI) 21' IS' S. 21' 30' 30' I. MILL BARE ! Ab IIEO'U.FOR FLATTERS MELD 61�. 'C' Snb' 9/16. 5/16' VI' S/a' S/S' WELD SIZE •C• 5/Ir' 5/16' 5/16- 5/16' 112' S/16' ��'� SPLICE TYPE (§21 2. REF. NNd4.1 FOR AMM ROM. Lc(MR) li .'1' "t 24• 30' 24' LC(MN.) 24• 21" IS' 24' 30' 36' 1 ., S4.1 3�5 4. . 1'r'� I zm 1Yp, �T ON AI zt iWAIL 3✓ r 3/4 . 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IK - W12 - 5/6'x 3 V4' V!'x 5' 1' V4• WP COLUMN, w1 3/1" 5/16' 2-1/1'DIA- IK RIE`.PLAN I I ♦ I C 36k TO 4'h L 4 x 4 x 5116 3/1'x 4 IrP 5/16'x W TOT.LENGTH W� 516' 3-1/8'DIA. 22K '- -- Ww 5/16• 3-1/1'DIA 22K S •w '� Wlm 3/1' 5/16' 2-1/1'DIA. IK W14 V2'x 4 V4 _ V2'x i' i' V4' I I I W16 5/8'x 4 3/4' V2'x b V2• ID' SK' I ( � 1. off. SHEET 64.1 FOR O 5Ok TO 1Ak L 6 x 4 x 5116 L.L.N. IR'x 5' 5/16'x 12•TOT. LENGTH -- -- WI2 3/8' 5/16' 3-1/8' DIA. 22K -- ORACFp FRAME RAISE PLATE DETAILS arxa Pr-1rc. - - - WI6 5/16• 4-1/1'D114 35K - we 5/1'x s' V?'x 1' 12' 5/16' E 1fOk TO°Jlk C�x 13 V2'x 6 V1' S/II►'x 15'TOT. LENGTH --- WI4 3/1' 5/16" 3-1/1'DIA 22K \ / - Wb 5/16' 4-1P0'[ilA. 35K W2I 5/8•x 5 V2' In'x 1 1/2' i2' 5/16' W 2. ANCHOR BOLT HOLES N BABE PLAITED 8W1A'LL DE Is N DIAIMETER. - -- WI6 _ 3/8' 5/16' 4-1/8'DIA. 35K NaMbi 3. TIGHTEN ANC3•i01t e0LT6 8PlIG ab PACK WELD NUT to BOLT to PREVENT f��st�h10TEbj Wb 3/8" 5/16' 4-1/8'DIA. 35K NO : � U U LOOSENNO. I. REFER to PLANS FOR 6TF4JT LOCATIONS INDICATED THUS: D -• - _ MOMENT C hNECTION U x 1 Y t 5.1/8'DIA. 45K WELDING to WELD SIZE 15! TWIOC REF. DETAIL 'D' o z a -SNLIGE E I. PII.t.ET WELD 81'1$ 'S' • PLATE NIC104:SP;� W21 V1' 3/0 SUPPORTING c 4. BASE PLATE MATERIAL WALL a A36. REF. SCHEDULE W24 1!1' 11' b-1/8'DIA. 62K BEAM FLANGE �� w�� 2. VIt BEVEL WILDS,REVEL S4D OF CONNECTION PLATE to MAINTAIN ce AT 46•. - F_ -- c w21 V2' ' 1.118'DIA. I&K L L BEAM,REP. L-- �ICOLI PLAN CHANNEL STRUT CNANJEANGLE or ANGLE Ir STR,JT 3• DO ND(1WNG►iE/1SE DFENS'ON'A'WIIWIOUT ENGINEERS AP'PRDVAL. E SCHEDULE 91ZE REF. ECHE 4. W X �Uw I'WARN !►TIFfENER R, � � x� '�� W. DETAIL 'B' REF.PLAN REF.PLAN I. ALL BOLTED CONNECTI068 ARE TO DE ';1'PE N WITH FULLY YRFTENSIONED �. �� ASTM A325 BOLTS PER AIDC STANDARDS,UN.O. y LEVELING►� 2. CONNECTION PLATES TO NAVE AIDC STANDAPO ROIRD HOLES,U.N.O.at CONnW-TOR'S ' 8'MN BEAM TO TOP OF COQ.. MOMENT. COM. a�_ OPTION SPLICE! 3 ALL OCI�1'HECTION PLATE MATERIAL MATERiPL S CALLED OUT. TSE A36,EXCEPT WHERE NIGHER r I A ` �Z REF.SC►EDULE I J SIZE W. � - g SKEW POSITION a REF. 4. ALL SEAM COM�ECTIONS TO BE SWEAR PLATE CONNECTIONS EXCEPT AS I P SCHED. STI FEIER IE EA WF BEAM,REF. PLAN T.O FTS•__- lyIMILAR �� SCNED. NOTED OTHERWISE. I SEAM FLANGE� "' �•E PLAN [Alls� S. ALTERNATE COMMCTIGNS MAY SE USED IF APPROVED BY TWE E04GWER - TNICI4NE66 AND SMALL HAVE A MNI'�l'1 CAPACITY PER THE SGEDULES ON THIS SHEET. ' ANG-WE STRUT TO COL" CONN. _ 2 3/4' �I 3/4' �• A _ SWEAR t%ONM. FLANGE It REF. 16/- TOP am DOT., SIS �I� •4-i'DIA.A301 REF.SCHEDULE - .- I � Inc HEADED ANCHOR Rte. RAN _ ANGLE or ANGLE o► SCHED. FOR D'cj5c IO SUPPORTING BM. ABOVE WF COLUMy CHANNEL 61MJT C *O&L STRUT $ REF.PLAN REF. PLAN REF. PLAN _ �'� PlBL'LR� FOR 30'•5< 48 == EL EVATIQN SECTION ELEVATM '}r II 8' ' t4t BEAM MED- 49• I O --- - - - IL or COLUMN FLANGE \ -�-{FOR 45'cp c W O I - . WAMS WITH SAME DEPTW C.P. Tc+P AND - $ J ` 44 - NO TEs DING to TYP. 5 DOT.FLANGE 'L II T I S�, - 2' II REF. T T- •Av F�WELD D BEEAAM FLANGE SCWED. .4 EAR 1 LATE BEAM,REF. SPLICE! REP.SCWIEDULE L L Rff.a WEDULE °( 3/4' T1T- BABED ON PROVIDE SPLICE I"P SEAM ��enol E'�M SIM.MANNER or SNL. OST. SCHEDULE 817E REF. URN W COLW-K SMALLER ANGLE to CONN.MP STRUTS REF. PLAN! HARD ML461ER- GIRDER-GOLl1"N RANGE DETAIL ABOVE USE I'RETURN Re.FLAN I ♦ � � � � SAGE PI ATE,REP. to ANGLE STRUT ON BG:.T HEAD SIDE SCHEDULE _ of CHANNEL \ 23/4' �I 3/4' �l EyOTIAJ „� r.._. I SIZE REF. WF BEAM,REF. PLAN AT LOCATION WHERE-LOW FLUTE p • D'• 1 4, $ SCHED, •MAY DE 1 V2•FILLET AT L NOT ALIGN w/STRUT,INSTALL IT WELD N LIEU of 14' • DIA PUDDLE ANCILLARY L 3 x 3 x 3/16 FOR _ _ - _ 1 SEAM Vn DECK MENDING I o • MAMTAN V2 SWEAR CONN. R CONNECTION 0 -W°COL.REF.PLAN FOR - GLR DIST. REF. b/- ELEVAT s� 1 ORIENTATION PLATEAROUND FLANGE BEAM TO COL. FLANCsE MOMENT CONN. � a g� 5/1'DIA.BOLT•7/r'o.c.- -ANGLE or CHANNEL STRUT, �.SCF'ED• "_° PLATE --FLANGE E REF. PLAN 'A' FOR WELD TOP and SOT., - WELD 'A' ._.I REF.SCHEDULE Hall Qy SUPPORTING!BM. AT SLAB-ON-CsE �rtICATOR: PROVIDE DOLT HOLES s I2'o.c. N STRU1 and ANCILLARY ANGLES 3/4'TYP. REF. PLAN ABOVE V2'MAX. FGR FIELD FLEXIBILITY.ANCILLARY ANGLE CAULD BE SUPPLIED M LENGTHS and WF BEAM.REF. PLAN CUT IN FIEt D.(VERIFY W/CCNTRATOR) W.41-01RDER DETAIL RI RvATM I� AT NON-BRACED FRAME COLWNS ONLY ANGLE MIT TO BEAM CONN. �� 2 3/4' �I 3/4' SHEAR IE to . " WELD SIZE • 11 -_ - S�.it 1/2 - I/< STIFF. a TVP. BUJ"IS WITH VAWING DEPT4•I 1U13 rYSPI�Gai TYPICAL BA PLATT D TAI S AWLI / CHA"L STRUT SCHIDU TYPI STUD BEAM oiN CTION to'Ca I,s I NOTE: 8 g FUG. and /V4 S FLANGE PLATES and -TOP FLANGE OWED TYP. I - - x+ WELDS ARE BASED PLATE,REF. I Q ON SMALLER BEAM SCHEDULE ABOVE MP COLUMN, CONTINUITY IN's MIN. J `�/ WH REF•PLAN TNICJO ESS • BEAMBAN •r P"T9 WH _ WGGDIWO WHOM II _ - - • L-. L FLANGE TWIC*956 I m COL&W GIZE 1' 1d' tp ><FLANGE T PP WELD SIZE � REAM,REF. TOP FLANGE SIZE W.-F,TICKED. 2 3/4' 13/4' T4100 as (011M. A) PLAN ud PLATE(SIM.)REP. USE I•RETURN SCHEDULE ABOVE G.P. TOP and c; WI b' 1" 3/4' '/1'to 3/4' 3/1' II •A• X FOR WELD ABOVE SCHEDULE � SIZE REF. 1 DOT.FLANGE w Z � - UPPER COL.SASE! OVER 3/4' to 1 I�1" 1/16' i SCWED. II 3 m c� I 0 3 -- OVER 1 V2'to 2 V4• I!Y ;/4•TYP. I WF COLUMN II S o a o LOWER COL.GAP i! OVER 2 V4•to 6• 5//• &HER-COLII"N WED DETAIIL � S�EREF. REP.PLAN OVER 6' 3/4• - - 1. ANCHOR BOLT N BASE TES SMALL W. 1//'N DI _ • TNNNER FLANGE' SINr3!E ROW C40*ECTION DETAILS � � � 0 ir 4- HOLES PLA Au"IE TER. I I ♦ _ __--�-- � 2. TIGHTEN A?%,-A R BOLTS 8N1J6 and TACK WELD NUT to BOLT to PREVENT _ 23/4 -3" - 1 3/4' MAINTAIN V2'� BAR CONN, _ L I'NG � � CLR DIST. REF 161- - DIM.A i SEAM A Qr)ND FLAN13E M V4 ,� a 3. BABE f°LAt E MATERIAL SHALL BE A36. i..OL. L EFFECTIVE 1/8' \v PLATE BOTTOM RANGE II _ PLATE,REF. VW BEAM,REF. PL 4N T Fw. V2'MN,TYP. - s TINeDAf SIPPORTING am. SCHEDULE ABOVE W.PLAN I/2• COLUMN FIEF.PLAN SAW.PLATE � - _ '^ TYP, SHEAR IE CONNECTION and ELEVATIONS REP.Z`CWEDULE -----2- 1/1'DIA A325 BOLTS - - ADOVE \ ELEVATIGN ELEYAIM w�. 4 1/8'•DOLTS-- "� - DETAIL MQTE* USE CONNECTION ONLY RCH WHERE EMIR RE SWEAR c W' -- STEPPED BEAMS' C SEAM TO COL. WEB MOMENT CONN_ SPECIFICALLY NOTED ON FO •WELD v �J 1 W`' NO.OF AODM SGNEDRE 3/4'TIT \FOR WELD ACO"CTI" INDICATED THUS CONS:TI M INDICATED T" TS TS �' I_ CAP! TO EIE M'LAMER ALL AROIPID THAN LOWER WILL NOT FIT M SINGLE ROW. ON PLAINS �--� ►-i ON OR REAM-GIRDER MAIL -' - xc COLI�'11L EFFECTIVE I//• a d 2. I A^I It TO EIE 1!2'91ALLER ALL ARWO TWAN CAP!. EFFECTIVE NEAR&0 ASTIRENER R'6 DOUBLE ROW CONNECTION DETAIL TION,° ( NON-SEISMIC CONONECTIONIS NEAR«.d FAIR � DIM.A NON-SEISMIC CONNEr SIDE REP. BCHEDILE T1'PICA 8►� ,AR TS CONNOCTIONS TO M 4 BEIM L �� 8 x1 Bw OMAN TIONS �� L r��Af'1 TO T "'TIONS 18 � � _ �-' i WF cauMN 2' 3' 2' WF BEAM 13J4' �. 42'TYP. 3�6 - L 3 V2'k3'x5/16'xD'-3'L.L.N. <-I/8'DIA A3�5 TWAAU-DOLTS I n n i' FIELD VERIFY ELEV.MFR ACTUAL SHAFT M!SEAQ -- -- 0 1/4 I UPImER COL. CONN R F.A. SIDE _ i S TWIC •IES604INNEIR Ico � O COL. :�B t1r/1 i - -- UPPER COL.DABS a 3/4ti CAP!to (t 1/16',I/2':ik) I 4 \BOCK, - 1 J DETAIL V4 SASE R 1 PROVIDE SHIM I!EA. - /4'•A' �� SIDE of TNINERWED BENT R.and RESAIR I .�--PROVIDE MAX.No.OF BOLTS 11 11 �/ TNAT FIT•Yo.c.SPACING ism \ -FLANGE EXTE.W. 014 R BOLTS 325.86 I WHERE WED TNIGIO�e66ES V4 -6 I REF. 14/86.1 d� n Q� DO NOT MACH 3AC L 5•x3 V2'xSA6'x0'-3'L.L.W. /- T 5/16'MN. WEDlt COL. /BEAM I �� a V4 2-6 I WF BEAM REF. PLAN 3/4'MAX. f wm LOITER COL.CAP R 3/4' h I I I P REP D IL A 1 5/16'MIS.' T MA.12 GP•EXT. R to I LOWER J' - - - _ n'Px• 1 mor MF - Z. 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DEA43 STUDS ANGLE L 5 x 5 STUD TRACK t • S:3/165t6'xC•6 at RICHT END ON FARE - -4- 40 SCREWS NOTE: p ON I. THIS DETAIL APPLIES WWf.RE DECK SIDE --111110F. 16/66.6 FOR "I- FLUTES ARE PERRIMICALAR TO CLIP ANGLE CONN. GLAD EDGE 5- 40 GGREWS--- -- -CENT C 5/16'x YpGL__ � 2. REF. L0:16 A 22 FOR OTI4ER INFO. 600 xC 16 STUD - CONT. 0 16'o-c. CUT FLANGE6 4• DENY R 'METAI.. 51UD6 "F'r at EA. END ON FAR SIDE 3/16 3-12 'MAX -DIAG. 4•STUD bRACt � (WEB VERTICAL) is GONG.FILL ON ME(AL �AL�RlAOF DECK �' I W DECK FLUTES ORIENTED AN L x v,�M z PERPENDICULAR TO REF_PLAN V. GLAD EDGE 3- 010 SCREWS-- - , - --- 1' ;� U I,i�,�i� r U t-MM BEAM,REF.PLAN -- I Ir!° _J , 4� G� �� I o , 2ND 3RD 1 4TN w L BRAC CONIl. -WED BIDE OF BRACEANGLE s 5 GSA t0 CLIP 3 W F1.0 -- 1- 40 SCREWS - TO STUD A 5. 400 XC 16 DRACE 60t'4 XC Is STUD • t --CLIP ANGLE L4 x 3 SCREWS,REF. 16/80.6 w v 0 4W*.&MAX 11" 0✓o-cw.r CUT FLANGES 3• CONN. L5xbx5/16xl'-6' at RiGWi END ON FAR N/2-112'DIA. x 2 V4' L 4'- mi, 4.[ CLIP BIDE N/5- .1'IT tlNIANK DIA. I I SNOT PMS(WILTI ED5 IN 4 WILTI KWIK BOLT If 3' ANC 4M(1 P,Z;. to CLIP A6 OF 2 ADJACENT FLUTES) 600 XC Is STUDS OR EGYJIVALENT)REF. 0 16'o.c. TYP'. _ 1/5s.6 FOR OTWER CONDITION BENT! 4 V2x4 111; 12GA. ! -- WF BEAM,REF. PLAN L` REF. I6/56.6 FOR STUD ---�_ �- - _400 xC I6 BRACE J+ �+ BRICK SPANDREL PANEL BRAC C%K \ 0 4s°o.a MAX. + I - ' KICKER BRACE wl 5-40 r"1 m. I. REF. 16/58.6 FOR ADDIT'L. NOM; �f LSTUDS to EDGER ANG E SCREWS EA END TYP. CONT.600 MTI6 BOTTOM - `-5-010 SCREy6 INFO NOT NOTED. SCK VENEER NOT / .. TRACK N/1- 40 SCREW at 2.WF BEAM and MTL. DECK Swc N FOR CLARITY L y�TYP. li' SM1J BRACE MHENVICUI-AR IQ BE EA FLANGE BRAGS PARALLEL TO � 19W MAN VIEW NOT SWOWN FOR CLARITY MAN VIEW STUD �3RAC DETAIL I BRICK P K CONN AI STUD BRACE.. D "i A I CLIP "Ll CONNECT ON DITA I LEDGER CONNECTION D TA 1/4' • I'•�' 3/4' • I'•�' Z �/4' . I0-00 11/1' a I'-®" g I U2' a I'-m` b 3 IR'BRICK VARIES,REF. ARCW'L. VENEER -' - 2'AIR SPACE 5/s'c#m I R1�ER TO DETAIL */W.b i6-WORIZ 3 111•DR>ICICr6* ( 6'bTtp FAR R�F'+O.WT NOW SPACT1aR 1114 TYP. . VENEER STIRS r 16 GA. x 3'STRAP EA. 74 SIDE OF STUD 0'A. No. S GA CONT.PENCIL Q ANCW K REF. I2/b0.6 3- '10 SCREWS BRICK VENEER ANCI-IDR _�----,TYP. - 5"ATNMG REF. L' F GYPSLIM BRICK VENEER 1 ROD M MORTAR BEV JOINT ENGAGE EA.PINTLE BRACE CONY. TO It - � AS 6WOWN.LAP ROD 12' ARCH'L. N/S- 40 SCREWS TYP. lb GA.x 3'STRAP AS W£O'D. BEND AROUND + ' -WATERPROOF - in CORNERS and LAP w GA x �6. w BEAM WEB 600xC16 STUD BLOCK ° _-_---_F,PIAN �^ - \. MEM."IRANE REF. -- - � ARGi DRACE,T"1T. + + 44 �,p,N I'MORTAR . 12/80.6 COVER MM SS6 -1 2-40 x I V2' 4- 4Q7 SCREWS T SELF-TAPPMG SCOW" 14 GA. ANCHOR !D/A 5010►EQJAL) w GA x 3'STRAP STIFF. IE EAS 4M XC 16 BRACE N i rx _� 0 48'o.c.MAX. . `-- PLATE + z BRACE DELtbi BRICK VENEER SQb REF.3/60.6 FOR 64901 REF.ARCW'L 601OXG L0 bTIJHb 6' r 0 DENT R 6'6 E - -- L6 CIA x �� x 0'-4` SPANDREL PANEL BRACE i. N/5- .111'Sk"DIA. -3-90 6GREWS - -� BENT L° 3/6ki'x0)'-ii• REF, 24/86.6 12 GA.ANCWOII 6NOTP"TO BEAM CONT.N/STIFF. Jl (WILTIWED EDS OR ..� P i/4k5'x0'-5 5/6' PINTLE I Irl'MIN EQUIVALENT) l 016o.c. ' -STUD WEB STIFFENER V II' i BLOCK 600 XC 16 x I'-0• t 6 0 16'o.c. CENTERED L74 ` 60M.J' XC STUD BENT IE W/6- 40 SCREW$ FI CVATIMI ,STI L 5x5x3 e LEDGER LAN VIEW z R0010TUD SRAC &AN TAI M to STR,4P Omar I a SRICK YWER TION AIL 1�NEER ANCHOR CONN. DETAIL ANCHOR CONN. DIT L --- s/4' • r-v' 1 1/2' a I'-m' s�4' . r-®• iPd - 11 1Z � 60@ MT 14 CONT. TOP 4 PRECAST CAP BY OT14ERS REF. BOT. w/1- 40 SCREW SLAB EA.FLANGE j 0 EDGE REF. ARIG4. 600 XG is STUDS W z z (1'-6'MAX.) 0 16'o.c. TYP. m c� BRICK VENEER IMF.ARGIL o a o _ -REF. 14/86.1 FOR BENT R BRICK VENEER CONNECTION,TYP. LEDGER L �' 5/16 2.12 TO BENT R TYP. CLIP L 4x;XI/4'xC•4' i NOTCW BRICK TO 0 EA.STUD � CONC.FILL ON METAL ACCOMMODATE 111' SDECK REF. PLAN CAULK JOINT W. ARCM.---\ . -I -- 2nd 3M 4th a° I#2'CAULKS 'C�REF. STUD COMPENSATION BENT IE 5AV CONT.W/ li GA. L 4x4 CANT.OVER 3 DECK FLUTES N/3- 111'DIA.x ARCM. TRACK TIP.IMF 04t.x 3'-D' 0 12'o.a A106 21/4'WILTI IONIC-BOLT IL's PROVIDE ADD'L 44ub CONT. 20/56.6 WELDED DEFORMED BAR 12 IN FLUTES REF.2/55.6 WWERE DECK FLUTES ARE CONT.LEMER ANC-MOR Gd6 PERPENDICULAR TO SLAB EDGE L5x5x5/w BENT R TO SM.FLANGE I/4 2-12 01 CONN. BR4CE TO 6TUD YW n / ��ER ANCWOIQS 5- 410 5CREWS,TIP. 40p)XC D BRACE J+ J+ NOTE" 0 48'o.c.MAX. + � REF. 14,16/66.1 F jR � IL Ell ADDITIONAL 1#0. -I-f BEAM,REF. PLAN IT c� CONT.LEDGER 2'MRA,BEAD SPANDREL PANEL.BRACE L 5x5x3/s' REF.24/86.6 '• is CO CO SRI= YEAR CONN ION AI � s/4' • rw .� 4. a I,•�. �b lA �J 65+1'-4•x12 GA! 0 24'o.a o SPAN DECK FLUTES FOR 6'KETAL STUDS 600 DT TRACK COMA.N/ 6'STUD TRAGIC p n RjL 2-3/s'DIA.x 2111'WILTI REF. TOP and DOTTOM ltd KWIK BOL?II ANG40R8, � to -< BOT. SIDE of SLAB ONE ftlt DECK FLUTE EDGE BENT PLATE t 1• ° g l0 GA:3'STRAP EA Re ER TO fOR�•�,L�DA SIDE OF STUD 0 I6'M WF FLOOR BEAM r VERT.SPCG.OR 2 STRAPS REP. PLAN commEPER DIocK TY.. noN TRACK n/4-40 s SCREWS 0 24'o c. `-&p MT W DONT. Gs 6 - - �• - - - - 2nd&nd 3rd FLOOR& w $ �9�--- TOP TRACK - i-r--350 XC Is STIR BLOCK•16'o.a -- - -- - - - �= - - T.0.6, ADJUST BLOCK 61ZE TO MAINTAIN 5/0'GYP. 2"AIR SPACE ----- .., cc 1i 600 XC wow KOCK r ° ' =� - PROVIDF I V-BRACE u 0�'o.C. MIN at EVERT'SPANDREL uj BRICK VENEER 6"XC is STUDS + •. PANEL A a/20'MAX. SPCC. TYP. z caw.� M-Aewm 0 bTEPB a 111,P.C. NOTES: -40 SCIlEI.4. I. REP 11/60.6 FOR AI;'�DITIONAL DIAGONAL BRACE BEHIND CC`N. ANGLE BRACE TO EA IN-PLANE BRACING IV iA PANEL--_ L 4 x 4 x 16 GA x 0' 6'- SSS,�- 400 XC I6 e( INFORMATION REF. 4/8501 TYP. STUD(WED VERT.) Q. ---"" 2. KEF. ARCH.FOR GIT. s OTWER kPORMATION STUD BEFORE 600 XC 16 BRACE -1' 11 PARTA ELEVATE - m IST FLOOR 4s o.a MAX. + • R 3 '10 xSCKEWb TO• I TBRACE vi/O 16 GA R-40 SKEWS TYR REP. 5153.1 FOR -- 1. PROVIDE A PAIR OF BRACES at EVERY SPANDREL PANEL BETWEEN SPANDREL PANEL Bk4a 6TRUC'UAL.FRAME COLUMNS. 571106 and 6 SCREWS - - FOOTING REF. 24/66.6 TO BOT. TRACK 2. PLACE �4•PLACE BRACING ON INSIDE FAGS OF 6'METAL. STUDS. 3. WELD BRACES TO CONAECTla4 ANGLESAND to EA STUD FLANGE. 4. REF. 10/58.6,16/90.6 and 22/80.6 FOR ADDITIONAL INFORMATION. DETAIL-A TRACK BEFORE SKI .. aIOR � CTIG�N Zm BRIGC C*SON OVAIL TwrP. P100R SPANDREL PANNI... 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Mb OTHER 1lG�. GCML Md omit N°OVW SR — 1� 1 � • �� aAi.r14/� I� �i�II TION at T GONG. P Z SEDT ON a t BRI CIC VENT: R I PREGIST PANEL BELow 3/40 a i'-V 3/4' • dQ73i REIs.SS i FOR BidCK��ENEER I lid.SS.i FM GRICK VENEER W Sb i FOR BRICK VENEER REF. 3d.i FOR BRICK VENEER COML Ind ON ER Nb. I CONI and OTF/R IMO. CONN.and O%M INPO. CONN.and OTH•_•R M. I I W 2 o -' - VI 1 Ir REF.S6.i FOR BRICK VENEER ' CONI.and OTHER NFO. §104NON at DRI CIC R _TCT I ON a t BRI CIC R CT I ON a t BRICK VDIMIRUCTION a t BRI CIC• I�-I" I 3.4 . 1 m 9 _ R 1m CION at BRIM. R 1Z " 8 3/4" • 1,411 3/4' a 1`-m' 3/4 • !•m CONT.and OVER WNO.SO*FOR BRICK V9EER REF.U*FOR BRICK CONT.and Ofl#RR MO REF.GOA FOR BRICK VENEER W LJ CONN and OTNENt INFO. m 3 vI o n: o I I I I 1A I LF`RECAbT MANEL BELOW NMI REP.Mb FOR 01 ICK V94EER CONI.MIO OHM MO. PRECAST PANEL BELCH —PRECAST PANEL BELOW Iu� PRECAST PANEL BELCH c= PANEL.JOINT GTI a t sm I GC R _ SECTION a t BRI CIC V R NOTION ON a t �3R I CIC E R CT r. �,�. • �'.,. "v� �� Is SECTION a t SRI= EER 3/488 1.0 �b 3/4 a I-m • REF.S1.5 FOR PRECAST PANEL REF.55 FOR PRECAST PANEL RM. WAS FOR PRECAST PANEL I J CONN.,NEW. Md OTHER NFO. CONI..REM. and OTHER M. CONN.,REM. Md OTHER W. I - — ,'. ru PANEL JOINT 0r 77 7 77 Root 1111111111101PANEL JONI r . •. =... Mok •' .� y' ;+. PANEL TONT FW REM. PRECAST PALL •�� — ` PANEL JCMT P/�fJEL JOMt C.O�Ir anM OTFEIt NPO. >� LU REF.ea.s I'olt PREC!'-ST Pa�L COML,NEW. Md OM R INFO. tl at tgm. P 11A TION at T , • P C8 CTION at T CO . P LION at r' t �. LION at S8.7 3�/4 liar 314 • !- Z� -- 3/4' a I'•r Z 314' oil ZZ �. P 24 3/41 _. ----' _..._..r-- ._;,,,�.�...:�^':"!�:'�'..'�-..�.w,- .,�..,• -•Iwrwr+r.�r�.awua'+ I�"vw>�••-"�.'a+•,-�,.-.,.r«., , ..a+rau••wnw+h+•rRwati.a - -"".7iYr`-- ��..•'-... •• .. "'-L'-7irrrfw•�.rrr..r+». .._... .w.. •w• �C �. p' iV I� 14 �, i6 't f + t IIS 1111111 Ilaill 1111 111111 1111111 111111,111110111111111'1 Ifolio fn„yj, , _ I Ilil IIII IIII Il�Rrhrnln t n � • , l, � '., �' �' "�►„,�,,.,.... .,.. •- �:�.,,�..,..,.«,-._....••,,,..W._ ' Igd�lr,;�1:111111t1hi111111M1111�nIdll�ilnulilii�Iuh�i�wdEfilnull�Ilnl�lualiif��IUlhli'Ilndol �n�dl�lunhl��n�hrTilnnIllS t • r. rII•s'_-....w.w.... .. ”-.. _-- _. ...SYR-�.Y• .W. -"M 4Y°.'..r. Jr•+1�1 ... �y ' 1 ~ ~� r . .. .• •f. - • -., .... .a.e- se- jar-+-.n.nIwr ...+.�e�Ww+Wm•eor.s.n. .....,r.. ..enaw.v.w.+.w.H.Qr.n..'s+wwwsw.em.+nYKwNs+.e..rw....o•.n.•.'onre.• -ww..r..r.•'n.•.•r.....n ....r.r.w•r.•ar.+r...wr,.r,.r..,.r - ... _ .. ....er...r•.._.. .►..w.•.. •••.....w ..vr.ow•u..ar.....r..-..,...r.+tir'I.r1'j" SYMBOL SCHEDULE GENERAL NOTES CITY OF TIG + 1 ' ARD jI i LINE Q I , ' , 7 �,- Apinuved _............. .,.. ( 1: :.. �L� �.0 ( 1 �(C'cncret, 1 VERIFY UNDERGROUND UTILITIES BEFOFt STARTING THE WORK. r 23. AL1_ CURTAIN WALL CONSTRUCTION AND ATTACHMENTS INCLUDING MASONRY VENEER WORK or of lythely orrkkaAdescr� ad in; 71'•��I PROPERTY CORNER OR ELEVATION J3 CONTRACTOR SHALL VERIFY SIZES ANO LOCA,IONS �F ALL MECHANICAL AND 2 COORDINATE PROPERTY CORNERS WITH ';URVEYOR. ELECTRICAL EQUIPMENT PADS AND BASES, AS WELL AS POWER AND WATER OR DRAIN SHALL BE STAMPED BY AN OREGON STATE LICENSED STRUCTURAL ENGINEER, AND PERMIT NOw_. 3. CONTRACTOR SHALL VISIT THE SITE IND APPRAISE HIMSELF/HERSELF OF THE EXISTING INSTALLATION, WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH WORK r See Letterto Fo1bw ..... CONDITIONS AND SEQUENCE FOR REQUIRED DEMOLITION WORK. SUBMITTED TO .HE ARCHITECT, ENGINEER, & CITY OF TIGARD, OREGON FOR APPROVAL PRIOR SPOT ELEVATION 14. ALL INTERIOR PARTITIONS ARE NON-LOAD BEARING, EXCEPT AS SHOWN ON STRLICT. TO WORK. Attach.... •....... I' r �!•:'•, ; ,,, JobAdAn6ss:_-j.l.c l,�! `7c1� .,..... , . •.L Cr. .. ..,rima 4. VERIFY ALL OP 0 SLA ELEVATIONS AT ALL BUILDING AND PROPERTY LINE5. 15. ALL TENANT IMPROVEMENTS SHALL BE SUBMITTED UNDER SEPARATE PERMITS. 24. SPECIAL INSPECTION SHALL BE PROVIDED BY THc OWNER FOR THE FOLLOWING 1 5. FINISH FLOOR E.EVATIONS ARE TO TOP OF CONCRETE FLOORS OR ROOF STRUCTURE 16. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH UBC 1012 AND 1013 BYy, Date _ _ C� ' 6. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR MJCT VERIFY ALL DIMENSIONS AND UNDER THIS PERMIT. PROVIDE SEPARATE POWER SOURCE AND WATTAGE AS REQUIRED. A. SITE WORK: FOOTING AND FOUNDATION EXCAVATION, , ITcrd PROPERTY LINE IN PLAN FIELD CONDITIONS PRIOR TO COMMENCING THE WORK. 17. SUSPENDED ACOUSTICAL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE COMPACTION, AND DRAINAGE BY THE SOILS "; t •. y FINISHED GRADE IN ELEVATION - --- 7 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ENGINEER. 4' _ UBC STANDARD 17-18. B. BUILDING CONSTRUCTION: REINFORCED CONCREFE, STRUCTURAL , O SUBCONTRACTOR'S WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, 18. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR APPROVAL_ AND 1HEN TO BUILDING SECTION 5EGTION NUMBER i THE ACCURATE LOCATIO14 OF STRUC-URE MEMBERS, AND OPENINGS FOR MECHANICIL, CITY OF TIGARD, OREGON FOR APPROVAL PRIOR TO INSTALLATION, STEEL, MASONRY AND CURTAINWALL INSTALLATION BY �3 --`*MOWN ON 5HE T ---- ELECTRICAL, STAIRS, ELEVATORS, AND MISCELLANEOUS EQUIPMENT. AND APPROVED INSPECTION AND TESTING LABORATORY. -%A�7�� ' �V 19. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE CERTIFIED WELDERS I J �S B CROSS REFERENCE SHOWN LI DRAWIN .; DO NOT NECESSARILY INDICATE ALL I_)KE PERFORMING WORK ON THC JOB SITE. INCLUDED ON THE LIST WILL BE NAMES, DATE OF EXPIRATION C. ROOFING: BY AN INDEPENDENT INSPECTION AGENCY. c•�h f CONDITIONS AND DO NOT LIMIT APPLICATION OF AN' DRAWING OR DETAIL. THEY MAY OF ''ERTIFICATES AND THE TYPE OF WELDING THE INDIVIDUAL IS QUALIFIED TO PERFORM. D. ELEVATORS: BY AN 1NDEPENDENF INSPECTION AGENCY. J � APPLY TO OTHER SAME OR SIMILAR CONDITIONS NOT REFERENCED. io HALL SECTION SECTION NUMBER I � 20. THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK A LIST OF THE SPECIAL INSPECTORS 25. ALL INSULATION SHALL BE KRAFT OR FULL FACED AND HAVE AFLAME SPREAD 9. ALL DIMENSIONS ARE SHOWN TO FACE OF GWB (UNLESS OTHERWISE NOTED. ) S�r;• SHOhAI O T -- CONDUCTING INSPECTIONS ON THE PROJECT. THE LIST SHALL INDICATE THE NAME OF THE INSPECTOR, OF LESS THAN 25 AND A SMOKE DENSITY LESS THAN 450. 10. OFFSET STUDS WHERE REQUIRED TO MAKE STRAIGHT AND CONTINUOUS WALL PLANES, DATES AND TIMES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED. 26. THE FOLLOWING WORK WILL BE UNDER SEPARATE PERMITS: cl "' '•tturlals ESPECI ILLY AROUND FLOOR OPENINGS, ALL PARTITIONS AND VALLS SHALL EXTEND 21. NO BUILDING OR PORTION OF A BUILDING HALL BE USED FOR STORAGE PROIR TO THE ISSUANCE OF A. MECHANICAL- - HVAC, PLUMBING, FIRE PROTECTION. D -sun! FULL HEIGHT FLOOR TO STRUCTURE ABOVE UNLESS WINGS INC NOTED. THE CERTIFICATE OF OCCUPANCY. "NO EXCEPTIONS". APPROVAL FOR OCCUPANCY IS ONLY GRANTED B. ELECTRICAL - POWER, SIGNALS, LIGHTING, FIRE ALARM AND a DETAIL (S►:vi1N IN SECTION) DETAIL NUM;.%R I 11. ONLY APPROVED "CONSTRUCTION SETS" MARKED DRAWINGS INCORPORATING ALL AFTER ACCEPTANCL BY THE PUBLIC WORKS, PLANNING, FIRE MARSHALL AND BUILDING INSPECTOR. 0 .•:_ ::r . 5H0 ON T - ADDENDUM ANO DIMENSION CLARIFICATIONS SHALL BE USED DURING THE EXECUTION SMOKE DETECTION, COMMUNICATION SECURITY. '� p �2. WINDOW WALL AND STOREFRONT DESIGN SHOP DRAWINGS SHALL_ BE SUBMITTED TO THE ARCHITECT AND STREET LIGHTING, SIGNAGE. p ^•,;,•,•.. r.,_.�.�, OF THE WORK. THEN TO THE CITY OF TIGARD FOR APPROVAL PRIOR TO INSTALLATION. 12. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF A'_L OPENINGS FOR MECHANICAL C. ELEVATORS on a:tQidfing DETAIL (SHOWN ;N PLAN) AREA 70 BE SHQyVN I AND ELECTRICAL EQUIPMENT WITH RESPECTIVE SUBCONTRA�TGR, AS WELL AS SHOP D. TENANT IMPROVEMENTS SmoT;- Lr _ _._J ® DRAWINGS REVIEWED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORr;. 27, QUICK RESPONSE SPRINKLER HEADS WILL BE INSTALLED THROUGHOUT, ELEVATION ELEVATION HUNTER - I AND EMERGANCY EVACU!,TION PLAN WILL BE SUBMITTED TO THE BUILDING OFFICIAL ` vwN ON SHEET - AND FIRE MARSHAL_ PRIOR 10 ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ROOM NUMBER DOOR NUMBER P_12 PACT�RUST � C� FF CE �, STATISTICS REVISION NUMBER X-3CD 15350 S.W. SEQUOIA PKWY., SUITE 300 0 _ U LD HE i ADDRESS 12909 S.W. 88th. PARKWAY PORTLAND, OREGON 97224 I PORTLAND OREGON, 97223 17000 S.W. 68th PARKWAY ZONING CLASSIFICATION: - EARTH i- " CONCRETE °_ BUILDING OC"UPANCY: B BUILDING CONSTUC CION TYPE: TYPE 11 (1 HOUR) GRAVEL ` '�� , W , 1(- Ir "! BUILDING HEIGHT 4 STORIES r1 I�tius r . UNIT MASONRY •a •. LOT AREA: 105,208 5F. y N � p RIGID INSULATION Rz�~ . BUILDING AREA �---- 1, ALLOWABLE FLOOR AREA BASE AREA ( TABLE 5A ) 18,000 SF. STEEL I y rye AREA INCREASE FOR MULTI-FLOOR : 2 M Yr AREA INCREASE FOR SEPARATION FOUR SIDES r yp _ PLYWOOD -- - - jr' ^;� l• :',. � 11 w til ): 2 7 0 ' AREA INCREASE FOR AUTOMATIC ' ,►"yfo," }°' *" SPRINKLER SYSTEM 12 �.: WOOD (SHOWN IN ELEVATION) �' � • •. I4 .` f J !• • ca, `, 144,000 Ste ' I ACOUSTIC CEILING TILE ••J � , '.4 I •� { ,T. �� . - / BUILDING FLOOR AREA .{ 87,877 SF. ti "4,j F GYPSUM WALL BOARD ",_r a s M ,, 16X: PARKING �_ Y r' K > r PARKING REQUIRED ( 2.9 / 1,000 239 STALLS TO ( 3.4 / 1,000 ) 299 STALLS �u .�, GLASS OR PiASTIC LAMINATE COMPACT: 1 S PARKING PROVIDED ( 3.0 / 1,000 ) 18 TAUS SHAFI'IfALL (RATED G1iB PARTITION) I ' ( HANDICAP: 154 STALLS STALLS CARPOOL: 16 STALLS 1r j _� TOTAL: - 290 STALLS BATT INSULATION SITE SITE PLAN REVIEW PENDING v - sY�1q�• LANDSCAPE AREA REQUIRED 15 :. � _ a � � ' CAULKING (WITH BACKER ROD SHOWN) LANDSCAPE PROVIDED 18.3 % WOOD BLOCKING iI - �..� g ti WOOD FRAMING I K , - CONSULTANTS o O01 OWNER / DEVELOPER PACIFb" REALTY ASSOCIATES 15350 S W. SEQUOIA PKWY., SUITE 300 PORTLAI(D, OR. 97234 ABBREVIATIONS Pit: (.;J3) 624-6300 FX: (503) 624-7755 C, '+n ARCHITECT: CUBITS BEATTIE &c ASSOCIATES 3131 Elliott Avenue, Suite 270 Seattle, Washington 98121 ,r PH: 282-8512 FX: 282-4799 A. B. ANCHOR BOLT LAV. LAVATORY •` A. C. T. ACOUSTICAL CEILING TILE M. B. MACHINE BOLT STRUCTURAL: CARY KOPCZYNSKI AND COMPANY A. F. F. ABOVE FINISHED FLOOR M. S. MACHINE SCREW 155 108th AVE. N.E., / 220 ALUM. ALUMINUM MACH. MACHINE BELLEVUE, Washington 98004 ANDD. ANODIZED MAINT. MAINTENANCE yA . PH: 455-2144 FX: 455-2091 & AND MAX. MAXIIAUCI @ AT MECH. MECHANICAL CIVIL: GROUP MACKENZIE B. S. BACK SPLASH MEMB. MEMBRANE i r , ,� :. "� B.U. R. BUILT-UP-ROOF 1 NG MH. MANHOLE a �. . _ xd, _ _ -- ... ...._. PORTLAND, OR 0690 S.W. CROFT OST. BD. BOARD MIN. MINIMUM BLDG. BUILDING NTL. MET. METAL Y :r•, '•'- " ''"' F . PH: 503-224-9570 FX: 503-228-1285 CONTRACTOR: BAUGH CONSTRUCTION OREGON INC. BM. BEAM MULL. MULLION 15500 S.W. JAY STREET �G BOT. BOTTOM N. C. ,NON-COMB NON-COMBUSTIBLE C.B. CATCH BASIN N. 1.C. NOT 1N CONTRACT BEAVERTON, OR. 97006 PH: (503) 841-2500 FX: (503) 843-0848 C. I. CAST IRON N0. NUMBER C. I.P. CAST-IN-PLACE 0.C. ON CENTER C.J. CONTROL JOINT O.D. OUTSIDE DIAMETER Q C.M. U. CONCRETE MASONRY UNIT 0.H. OPPOSITE HAND I n C. W. COLD WATER OPNG. OPENING c�J CL. CLEAR DPP. OPPOSITE CENTER LINE P.C, POINT OF CURVATURE CLG. CEIL1"'G R PROPERTY LINE COL. COLUMN R PLATE __ - _------ ----- COMP. COMPOUND PLAS.LAM. PLASTIC LAMINATE CONN, CONCRETE PL. D. PLASTER BOARD SCHEDULE OF DRAWINGS VICINITY MAP CONN. CONNECTION PLW'D. PLYWOOD CONT. CONTINUOUS PC. PRECAST DIA, DIAMETER PTN. PARTITION 0.F. DRINKING FOUNTAIN R. RISER (STAIR) (� 217 P=+ DTI., DETAIL R. B. RUBBER BASE ARCHITECTURAL ARCHITECTURAL: AIRCHITECTURAL: STRUCTURAL: DIST. DISTANCE R. D. ROOF GRAIN DN. DOWN R. 0. ROUGH OPENING C� DWG. DRAWING RAI`. RADIUS E. S. EACH SIDE REF. REFERENCE A0.1 COVER SHEET A4.6 ENLARGED CORE & LOBBY PLANS A9.1 FIRST FLOOR REFLECTED CEILING PLAN S3.1 FOUNDATION/CONCRETE DETAiLS E. W. C. ELECTRI':AL WATER COOLER RE1NF. REINFORCING I N EA. EACH REQ. REO' D. REQUIRED A4.7 STAIR "B" SECTIONS AND PLANS A9.2 SECOND & THIRD FL30R REFLECTED CEILING PLAN S3.2 FOUNDATION PLAN DETAILS AND SECTIONS ELEC. ELECTRICAL RM. ROOM A1.1 SITE PLAN ED ELEV. EL. ELEVATION S.Mr;. SANITARY MANHOLE A4.8 FIRST FLOOR INTERIOR ELEVATIONS A9.3 FOURTH FLOOR REFLECTED CEILING PLAN EQ. EQUAL S S. STAINLESS STEEL SW 72nd AVE FOU IP. EQUIPMENT SAN. NAP. SANITARY NAPKIN „ " ., 07 ETC. ETCETERA SCHED, SCHEDULE A2,1 FIRST FLOOR PLAN A5.1 STAIR A PLANS & SECTIONS S4.1 BRACED FRAME ELEVATIONS AND DETAILS --r- G� EX. EXISTING SECT. SECTION A10.1 SPECIFICATIONS _V1) EXP. EXPANSION SHT. SHEET A2.2 SECOND FLOOR PLAN A5.2 STAIR C PLANS & SECTION A10.2 SPECIFICATIONS SITE I EXT. EXTERIOR SIM. SIMILAR 55.1 COLUMN TYPES AND ELEVATIONS �.i F. D. FLOOR DRAIN SPEC. SPECIFICATIONS A2.3 THIRD FLOOR PLAN A6.1 PLAN DETAILS A10.3 SPECIFICATIONS in w6 rh A - �+ F.E. C. FIRE EYT 1NGIIiSHER CABINET So. SQUARE A2.4 FOURTH FLOOR PLAN A6.2 PLAN DETAILS A10.4 SPECIFICATIONS N F. 0. FACE OF STL. STEEL S6.1 TYPICAL STEEL. FP DETAILS SW 66th PARTWAY G) FIN. FINISH STOR. STORAGE A2 5 ROOF PLAN A6.3 SECTION DETAILS S6.2 STEEL FRAMING DETAILS FUR'G. FURRING STRLICT. STRUCTURAL STRUCTURAL: 217 sw A a G. W. B. GYPSUM IIALLBOARD SUSP. SUSPENDED A6.4 SECTION DETAILS GA. GUAGE T. TREAD (STAIR) r� S6.3 STEED. DETAILS 1•-5 �Z GALV. GALVANIZED T. 0. TOP OF A3.1 EAST & NORTH BUILDING ELEVATIONS A6.5 SECTI6N DETAILS6111115 GL. GLASS T.0. C. TOP OF CONCRETE S1.0 GENERAL VOTES AND DESIGN CRITERIA I-� sw6iln AVC H.M. HOLLOW METAL T. 0. S. TOP OF STEEL A3.2 WEST & SOUTH BUILDING ELEVATIONS H. W. HOT WATER TYP. TYPICAL A3.3 BUILDING SECTIONS S1.1 STANDARD CONCRETE AND C.M.IT. DETAILS S7.1 COLD FORMED STEEL FRAMIN% DETAILS SW 63rd AVE > +...s HC. HANDICAP U. B. C. UNIFORM BUILDING CODE A7,1 INTERIOR DETAILS O U'd HD. 9D. HARD BOARD U. 0. N. UNLESS OTHERWISE NOTED A7.2 INTERIOR DETAILS 0- HOR1Z. HORIZONTAL V. W. C. VINYL WALL COVERING 52.1 FIRST FLOOR / F(IUNDATInN PLAN S8.1 EXTERIOR WALL ELEVATIONS HT. HEIGHT VERT. VERTICAL A4.1 ENLARGED DECK, CORRIDOR & WINDOW PLANS A7.3 INTERIOR DETAILS S2.2 SECOND AND THIRD FLOOR FRAMING PLAN S8.2 EXTERIOR WALL ELEVATIONS 1. D. INSIDE DIAMETER W/ WITH A4.2 PENTHOUSE PLANS & ELEVATIONS INT. INSULATION W. C. WATER CLOSET A7,4 INTERIOR DETAILS S2.3 FOURTH FLOOR FRAMING PLAIT S8.3 EXTERIOR WALL ELEVATIONS INT. INTFRIO„ JAN. JANITOR A4.3 WALL SECTIONS JT. JNT. JOINT A4,4 WALL SECTIO14S S2.4 ROOF FRAMING PLAN S8.4 EXTERIOR WALL ELEVATIOCS n A3.1 DOOR SCHEDULE S2.5 ELEV. MACHINE ROOM AND S8.5 P.C. CONCRETE DETAILS AN A4.5 PENTHOUSE PALL SECTIONS PENT. 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