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8330 SW HUNZIKER ROAD-2 V t © L . I PROJECT SUMMARY a�r�___,.s�ss>..,.f_ I -__ `.•_.:..:.•:.:�'.._..r_._.._..„_�.-_e_-_..__R.:s�._�._;..__..._,__-�.__,.-.�._-_-_-_-__-__-a_ae_a-r-.-,-l.c�--_�_.._•-�._-_._c...�_.s:._nsa>;_._.��.�_.___r--,n_;e_�_.__4_�.,,._A..._.�._�._.....-_,,. _._-�__,-�__._..r,:�_• _:�_.___a__--=-.s-.=.a--:�--_:w--- --�----_.�._.__ ___ _ __.___ __ _.,..._,_�� __._ ____-"�"---7__.__-_ �_- - -�-_____ lug IsDGTI,' ` - CIT7 „F ITIGARD CITY OF TICARD, TON COUNTY, �E,A. DES,' A PORTION OF iR4CT .', SECTIONS I Q 2 , T 2.S., R.1 W„ WIL6-AMETTE MERIDIAN, 11 CRECOr (TAX, LO1 Z - a c. REMOVE EXISTING CURM CUTS LAND USE ZONE- - AND REPLACE WITH TYPE 'C' CURB 2 /� I� PATCH STREET,-Z,U CITY' OF T--,yARr, SITE AREA: 41, 326 SQ. FT. (1.09 ACRES) S. W. H U N Z ( K E8R R 0 A U Rc E ; 6_ANDS::AFW AREA - 12, 111 W. FT. (0.:1 ACRES) 25.6516 I�ILCING AREA - W SQ FIT A A SEF DETAIL - LL A C. PAVING AREA: - 15. :09 5G. FT, 3211K P 08 EXISTING CURB tb G-1 �1 51-V �A� ! TYPE 'C' CURB� N[�1 5'-�" SIl71l34AL: PARKING SPA:'.ES: - 25 STA4DAR0 J 2 H.C. 'f.4(THOIiSAND SQ. RT.) - - - :_. ::- _._ .- N IDE M1ILDING _DE J® 98 - T EXISTT Cs 4'-W' ►.dam[. r: G 8 3'9 EXI5TING 5'-®r SIDEWALK _ ,u aN,.l o Y y fl C.ON5TRUC%L'N TYPE. 5 - N "r lo AREA' 5F � ` T6A52G y � I / 'l\ . /. / FU"Y SPRINKLERED (�r3;1 TYP, / / '/ / / / / � TCJ7Ai ALLOWApLE 24, 000 SF ,/�� z • ._..._... c _q W I-ANDSCAPE AREA WHEELSTOP - SEE SITE F�.ANti RETAINING I" NF., *n_PS.TT_ AND CURD SECTION WALL[[.-5\ / luoe .s C S-1� ( COWC� WA i 1 9 / O _ /ARLES - SEE SITE LAN i , i I z _ SLOPE 1/4" PER FOOT -, • it I 1?�.e' 3v').0' �•2E+' (14) SPACES AT 9.4^' = 126.0' 28 W.c� Z DRI�ENAY"'"""'TTY'_"___ _- __- vRivEWAY SITE PLAN NOTES W > 14,. 11.m 30. 11.0' 14.@' k Yj v if iti, - 1 �X \ ~ �1 ASPHALT FA✓ING W /1Y' a > � CROSS-SIR':PE 3 � Z ^ i-: I I I 3' ,BALK Ap,O I � 5 © I_AND�J'APED AREA 2 < n 4' `'F' CCMPAGTE: 1� { CONTROL DIMENSICN a: F) r- 4.` . 5 I LOADING AREA G- LL. GRUSHEC' R. .K BASE �,' 130' SPAdES AT,9.PJ 54.0' <>;.;; � �. ✓ G-' (6 SPA 'L=S AT 9.0' 94.01 IG�.PN!' IN N.G. PARK 1 r \CCMP:.CTED SUBGRADE wZ'-b" , U I ytJ i i 3•-& O.•.:. � („- a� 4 _a 1� � 4 I � � CATrH BASIN Q : } -•� II 5' .K I 1 "• '1 ' WIDi CC104. WAL4C I T TRANSFORMER FDAC= ASPHALTIC PAVING AND RASE ROC - - - - - I) ( 1 _ O Z ,y `+ 5th: 5:1t FLAN FVk C,SPrH I U .r N ACCESSIL%1 _. Y Q C Ci ® G.B. PARKINu SIGNS T '�r6(.•/ e.B- ` U Z --h'"r 7-LL � •� O SITE _TGHTINu - SEE- ELECTRICAL PLAN w, ! N.^.TES' 1. - SLOPE ALL ..TALKS 114' PER FOOT AWAY GROM BUILDINGS D I i wj j N JNl.ES5 NOTED, WALKS AWAY FORM BUILDING SLOPE TO - � � FIRE HYDRANT CVE SIDE. �•• „C I } - PR;:r;GE NFATL_I TGC/LE GOhI RGu JCPNT:3 AT 5'-0" O.0 w I (q T3ICYCLE BAR i 1 MANHOLt i I� i 3 - IoR- /=E E/PANSION JOINTS AT 30'-4'+" ON CENTER AND AT IIS w a �AI_K INrER�ECTIONS. '1 GAS METER Y r �� a ..._.. - _ :__. .y._ ---. .-_ en 3 / -j}_• UTZLITYI+O TYPE "C" CUR�3 DETAIL _ SIDEW�4L.1� SECTION I t II -a Tyr-EC; r VS.rF1 I - I-21' 7 • -�- 1 Pn � HANDTCAF-ED PARKPIG STALL - 15'-v X I$'-©' =RCV:DE OC'' APm*CVE\i S:GN AT EACH STALL V .q =ARE DEPARTMENT :CrNNEGTION i 2 6" EXTRUDEi: CONCRETE WHEELSTOF if /. �Q BUTTERFLY VALVE I 2 SET IN EPDXY - SEE SITE PLAN FOR W LOCATION. UI 0 • 6 SP AT 9. 0' = 54,a'NUMBER AND WIDTH CF PARKING SPACES. 1 COMPACT SPACES ONLY AS NCTED SITE DIMENSION SEE PLAN /� Y j RAMP SIDEWALK DOWN AT 10% SLOPE MAXIMUM (1:i2) r _�cOSS SCORE CONCRETE SLAB 12" O.G. IJ EXTR4JED CONCRETE CURS. LOCATE AROUND ALL LANDSCAPE AREAS NOT OTH&RW:CSE ENCLOSED 5'-0" -_-- 54 SLOPE i/4" PER FOOT _ , I i, TYPICAL CURT° RADIUS AT CORNERS UNLESS NOTED. SEE DETAIL. 1 `� / • • `J 3" WIDE PAINT STRIFE I 1 • / r"NGRETE SIDEWALK :+S PER DETAIL. 3 NEW CONCRETE APrtON AS PER CM OF T::aARD STANCARD5 ASPHALTIC PAVING AND BASE POCK J // t, NORWAY MAP-E 'ACER PL.ATENCIDES' i / G,:RE - SEE !:Cs-!' � SEE SITE PLAN % 01-6„ 0-6" / /j , / ,j,. /, i� / / j j O LAWN 1. - SLOPE ALL WALKS 1,4" PER FOOT. MIN MIN \ � � / /� / / ' � (8� NEW C.ONGRPTE. 5ZDEwALK A: PER DETAIL E 3 1 6" HIGH EXTRUDED CONCRETE CURB / }- 2. PROVIDE NEATLY TOOLED CONTROL SET IN EPDXY, PROVIDE JOINTS At ` -I Iw.Cd ^' 5T^RM SE EFc EASEMENT 0 AZALEAS I B�•RKDUST JOINTS AT IF-& ON CENTER, 2¢'-Q' ON CENTER MAXIMUM. / 4 I ` // � 3. - PROVIDE EXPANSION 301NTE AT �.. '" / i 11 -__ tV) WHEEL STOP .. SEE L''ETAIL .--� . 3C'-6" ON CENTER AND AT WALK I INTERSECTIONS. II RETAINING WALL - SEE DETAIL t IUs' 2fD0.00' 5T.QF= ,4LK 4T HUNZIKER PC). CURE? SECTION �' / ,'_ITE: 1" 4s I' .� _ CIN OF W3AF1[1 ADPcIttm,ad .... . ............. •.•......................... G)ncItic. Hy Apti. ajd .•... F;,r nr1:y M1^, r,In: "'!•RVItT Nil. U letter to:Follow NOTE: GUARDRAIL RE"REC WHERE A Atuich. ... . . . . HEIGHT "A" IS Z-6" OR NIGHER. SITE I�L�4N Job � Q \ dte � � N-A/BLDG 1" 2P'-m" ._•-�• EI�L. E-C�- �FAwIN�S - - - - --�--. ir\ - W. ----11/F'0 STD PIPF RAILS r SITE F t TE LAN 1 1/.o POSTS 6'-O" c.G. MAY", s 2 _:TE GRADING PLAN CONTOUR GROUT TO DIRECT WATER 3 c',:TE UTILITI53 PLAN AWAY FRC',-,A PIPE Ct EROSICN CONTROL PLAN ISLCCK-C JT INSERT FOR HANDRAIL WITH (2) Cpl-OSING e3 TIES X,-9" A I FL�7UR PLAN 1 lilt ' ' ' \ A 2 ELEVATIONS c� ' AT Tor- #4 ♦ a�.-! f ;4A 3 kALI- SECTIO,�S c RA 4 SPECx�I!'.4TICNS cY ; �"^4 At 16' O.C. EACH WAY :t FF'EE DRAINING (;SRA✓EL i U 13A'KFILL Ly k7 1 1K S I FOUNrATION PL.AN _� lU U1 u` j •t / PA V Nw OR ,_iRA17E 5 4 FOUNDATION DETAILS Y (Y h) VA LCNGITUC,1NAL 6 I A cLR S 3 F2OCF 1=+�AMING PLAN N 4 ROOF P:RAMING DETAILS -�-� Z () W PANEL E'-EVATIONS - J- (k' Ul F y V DATE SCALE PRUJ NO DRAWN CHECkED VI.MK PLOT DATES: rr' �rY >; RET,4INING 444L.L- 5/ /11 :11:1 jHEET No 5/6/1 11 FBF' iN u r eJ �. r- S:SITE4 1�_- I--i? ,• ' . + ` 5/1/1992 - 14'74 1/24/M92 - X1:32 U E G,I I1 IN2 1/24(199? - 14:51 8/3 i� 12:13.44 YAN b IM'!r (S 920225/202250-1 811/92 9'5^:9 f"( ' N.//I°yrj�`A 8/12/9: 0:21.40 8113/92 8:13' H 8330 BUP 92.0346 1 OF 12 w 1 IF THIS DOCUMENT IS LESS I I 1 I l 1 rte__ -!1_ _l �.I_�. j � �l 1V17 F MLII !41i Irt lrt 1995 f ¢ 1 LEGIBLE '1'IIAN THIS NOTATION, 1 1Q AUGUST 30 IT IS DUE TO THE QUALITY OF' N.36 ®`+_.�- :' •' 'CIIE ORIGINAL DOC.UME,NT. - ----- -- �f. 8Z ts'ri L�Z j,9,17", �Z �Z £� TZ �Z8� III [ �LT 9Y' 8lY' 6[ E1 FlU1111,1E." T 8 L 9 9 11-111111111111111111111111111111111111111111111IIIIIIIII I11111111I1111111�11111111I III1i11111IIII 111 111111 '11 111 111llllllW11111�! ! >�II�IT�►�IIT�� I�III�I�lulll �� SIT RaDINC HOLES =--- ., I 154 ORS,GINA.- GONTCAJR L-INE tjF 10 O CATCHDA5I1. --. "'i55 ---�� hE� GONtOUR SINE CI r_, MANHOLE UTILITY POLE Ln J I Alp EXZTZNG 5PC>T E:LE✓RtTON TIRE HY"pRAt+T _ 5� SPGT ELF/A-,!ON I PRCvoME STAKE. SEE SECS, Q J'ZLiTY FAULT O I I ED 0 TRANSFORMER AND F'dD - 1 EL E:E iATION (8) Q) VA4✓E 50Y :ER GENGN MARK 11 'Z T. G. C TGI° OF CURB t� LIGHT POLE Y { B. O. G. BOtTdM OF CiJRL9 -�a �.�1-• MCJN*EG 6..IaNf 1� ` M. FI MANNr"-i K FIRE DEF'ARTME'vT C,0NNEGTIC 4 G B GATC•r+ 5,451N S. W. H U N Z I K E S R 0 A Daf SIXWALK _ 5 il_II'II" E p, IT7 ilb Z I W N ll. � 0 LL OQ ! Jz N RETAINING•�` � •� � �'N� Z W W O -------- ilfv --�•.� �O W w 1 W ac w a C I I ,� r a Il .5 ! �'`' Z Z !. —T V I ll 113 Mi I .T N 'F?�� F�= 1'18 rJ• � �1 � ' • F w r� �t • A- .1 • • �J o z w { 113 io.or STORM SEWER EAS':MENT t68 ^ 2te.55' N 61'10'31" W 15 MIN i I LH •I I i SITE �R�DINC PLaN 1 H4-A/OLDG I s 2@'-'0" . 3 r� H tt V- LV C) LY kj i W tit v LY U Ul Lo Hi VII OATI X AIC PROJ NO I'=20'-o" 92022E� MANTI D-EP-I(E) K4N tYi3 VLMK PLOT DATES' 1/24/1992 - 14;51 /•'1 1i 24/tC192 - 15:48 1/31/1992 - 10:43 202250--2 d/Ya./92 8:39.91 HU 21KER,8330 BUP 92.0348 2 OF 12 _w...,•a.. M:+":.nreAMwrTq+w+«......,. 4e.ra� ;`*J4Y�F`Gi�C..1�+InK..:_«Y.-"'.r.Ml•.k�ro .. .. .. .. i,. .... . rtr__._.,.... .,._... .. �T � T r rI1 t i r7 { w i IF THIS DOCUMENT IS LESS � ��' ; AUGUST 30 1. 595 � LEGIBLE THAN THIS NO'l'A'I'ION, _ 4 --�__6 _ �1_- - - _ I •i1L d _ o'�_... I'I' IS DUE 'I'O '1'l1E QUAI�I'CY OF "°�° _ 'CHC' ORIGINAL DOCUMENT. � �� J1 �� II� 11 TT a� ��j �� ,; ��,;� �� In III�I!III�III1IIII IIII�IIII IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�I I IlIlu11111111�Wllilll�llll iui�iui uii�ullliui�ul�liuiliii�Ill"'J.LI ..I, iluulu uu�i �utluul�u� iiii�iiiilNii SITE UTILITIES NOTES 1 �I fSAN — 9451. NEW SANITARY Q Vie. M AN - EXISTING SANITARY � 1 S ® CATCN pASIN NEW STORM SEr-+ER I EXISTING STORM SE,4FR OC MANHOLE NEL. ELECTR:CAi_ UTILITY POLE -- --- - E - EXISTING ELEC*RIGA►. FIRE HYDRANT �r W_ NEW WATER 1 - w EXISTING WATE•A METER TIC r t, -------- � oTER FN FIRE WATER TRANSFORMER AND ' Ip0 EINVERTL/ATION LIGHT PG C Pte[' I w r M H. MAN HOLE • WALL MOUNTED LIGHT j 3I Ib' a G !!. CATCH BASIN K e[ FIRE DEPARTMENT CONNECTION WATER GONNE_TION SHORING OF = ,n OFE►'INu` AND r_oNNECTiCN TO m�� D< rALVC i I EXISTIN;a LINE TO BE CZ)OkDINATED a r,•u r4 �1�1 4v -_ MANHOLE ACCE55 h j 1 WITH THE TTGAkD WATER 7TSTRIGT M1 FROM 60VE \ItA A ZPE SI«ES :.t^ SLOPES PI:R Pr.ANSOUTLET -APA,.ITY: N.�T LLSS THAN GROUT G INED NLETS 'IUTL.ET PTFE ME�r A "ARTS C��RR,7520N RESIStANI ` A VANTZEC RTP r'A TS TO HAVE AS "ALT TRF_ATMENT IRSN4"ET P'SPE � 4 FRAME 4 _A.:C>Ek OR STEWS OFFSET xUN I K R R 0 A D . RISER SNC LLEas4oUr GCE ATE LEAK of z s _ C A :S AR ^r- GJ�_MIENT _CNCRE PP'_F'E JU�ETc, T12" x 2' : LxYE tAP 17 x C 00 F,:NE T� ��A✓E 5MOc:TN � J. E�.vaL 'EMT. 6" SAN. STUD BY TIGAsTAPP� TEE � -__. PRECAST MANrKX_E � E• �y c?,. / CCNSRFTF PIPE C LFS 174 /<t r"~ \ /1/CD EXISTSNG 12' C.I. RING v _�N_-._„�.,,,,-„_ -..........W W -' W + 8" 3.V. �V �W W W- W \ �\ � �� n � �A `�1 1Y� - _ _ _ SMA-L „�,��,:s: -- - - __.. _ --- -- CONFORM C A.S. .M. SPEC. 418 _ f AN MAN ,. .Nus -10 �%� t 1 1 A�yK y - OVERFLOW EL.: SEE PLAN C. :1$.55'_ S 61°-+11-E II .__._ _. _ -- GALV. CHAIN 200X CAPACITY SLACK ci WHEN GATE IS DOWN, BOLT CHAIN TO CONSTRUCT C C % 1r ,.. L_ _� - ____ . ____ T. 3" FORCE _ (SAN.) �� - fl -- ------__-. __ CONCRETE i I' IRR:G STUD -4-]'" r r' _. Q \ I � 1 --- I/2" BOLT !STAINLESS STEED; r� BACKFLOW f 1 I \ EX757 F�;MF PRE✓ENTER STATION ) /��' ARMCO MODEL 61 GLEANCh1T .BATF T,^. BE -�y�r _ - MADE WATER TIGHT IN PLACE I.. MASTI' z I I r p=_p MJ X 6' MJ To NLE I E� 1 1 ------- FABRICATED CORRUGATE! METAL CROSS uj v _ o fl l : W/ TURNOUT �aATE SIZE AS REQUIRED S:•NITARY INE .4ND HOOKUP= v I 6 G.V. r - " MIN--•► ' GONC, PIPE v LL AS PER CIT r OF TIGARD -- 0 D _ STANCARD3. DESIGN BY 'll 8.. X 6' REDUCER-1,' \ CONTRACTOR -- F.H. -SEE 3 (3ROUT FLEXIBLE COuP;.ING Q Ij INVFRT� t � i INVERT EL.: SEE PLAN Z � 1 ' t EL :EE PIAN t4: COMPACTED GRANIUL•AR MATERIAL \ r MANHOLE AND BASE PER STD. W W MANHOLE DETAIL J NOTES. W \ 4'-0" MIN. ' A:-L FRECAST SECTIONS SHALL CONFORM TC VV Z- i THE REQUIRC-MENTS OF A.5 T M +-419. ALL cr Z 1� W a I POURE>: IN PLACE :c:NGRETE SHd,I,.L HAVE A n /� � \ I :� DAr STRNS*fF, OF 3.T�' PS' AND 2" TC 4" (x� cr I C.O •fl SUMP Q _ _ _ 6' _ _.. _ _ _ I 5, MZN 2. ELE/ATICN5 CF EASE. I.E. ANC O/ERFLOW r- �i �•4 SHALL BE APPROVED !'_Y �_'CAL ;URISC ICTION. Z BUJ - -- - RESTRICTOR PLATE (FOR FLOW CON ROL > U �j ONL',') ORIFICE OIA._SEE PLAN i SANITAR7 H T r T Sti 1 J �C g. RIM PUMP STATION I 113.92 4 `�-�'• RIM 176,IF '�' J I I.E. 112.0 I G.B. RIM/I sem- I OVERFLOW 1,41, POLLUTION FLOW/CON ROL MANHOLE C.O-.- —//� . C.O. 13. 2 IN✓EIaT ro7.1� 1 -�a ORIFICE �•'4' 3 I.E. 116.0 5�0.D20¢ S=0.0200 M Y. • " • `� PIPE CIA G 2" THICK 30000P52 GRAY IRON, II HEAVY DUTY CAST IRON GRATE. QI - M, DIA. WEEP HOLE I -v RIM ElSEE PLAN u © �. �fl W LA n, j J SEE PLAN R + • OIL TRAP WITH o I - CLEANOUT PLUG 4" 1 I 14" ui NOTES - ppQ �IQ►y[F +.^�NTROL MANHOLE#? A- CATCH BASIN TO BE CCW.STRUCTED OF ISD GAUGE rMMIMUM) STEEL G-3T� 112-� WITH ALL JOINTS WELDEL'. CATCH BASIN CAN BE ROUND OR SQUARE. n' D.S. - - _� OVERFLOW -TP'0 S- .ALK PIPE TO CALKING HUB. INVERT 66.p o C- SET CATCH BASIN ON 6' TN:CK COMPACTED CRUSHED ORIFICE 2.131' ROCK OR SAND BASE. --- -- - —6" STS.""" '� 5Q L c 48"� STS r[p� G'O D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. G.C. LE. 168.57 !� C.O. S.E.i65.2 -i0" STS.- — — __ -- --- -- — — .L ..- � 8 STS,-_ — .___. - — __ 2 CATCH 5ASIN 218.55' - N 61010'31" W I.� MPV 200.00' i 1 FIRE HYDRANT SITE UTILITIES PLAN 5A A- ul TTHMST., FINISHED GRADE COT BLOCK REQUIRED -VALVE BOX w BRARING AREA s 2.1 SQ. FT. ;2. I B :'A ST ROCS LONG. THRUST BLOCK- MA� BE ^�,�STITUTED� ,j F FGF' THRUST BLC�GICS n i Ln 1 ' ,,y •f ,v 0 VARIES MAIN LINE TEE L 1 }-- / 0 SIDE ;•UtLET •I CONC. E,_CK K' \MIN. 4 CUBIC FEET CRUSHED ROCK 6"FL. X M.J. FLANGED r AROUNC BASE FCrR DRAINAGE GAZE VALVE \, 1 � it FIRE HYDRANT � i i _ _I Vq.. N.T.S. U 1 11.1 �.-- v Ly (l _ _ 1 (p" srbe. hLu 30 tr. VA 6'StS-� 48' STS. 1 t 5=0.0050 111 E V 0 I E:�, — _ 9' STS. OUr 168.5 :,n TF PRO No ')RAWN CHtk;h_ - -... TG G,\/,r VLMK PLOT DATES: DETENTION PIPE 8!4/92 13:48.46 )PF< Nr 9/4/92 1459.32 _ Ftr-fin; N T.S. 8/12/92 ?$48.49 8/12/97 10:51.43 202256-3 8/12/92 14:31.29 HUNDKER,8330 BUP 92-0348 r - .•�•� �� +�> 3OF12 ' ) IF THIS DOCUMENT I5 LESS T'��'�71'i ,�„ �� 1 4 611111111111114 T111111 ill I1Tr1iqL- 11' --- AUGUST 30 1995 t,EGIt3LE THAN THIS NO'IA'CION, IIII1I1I' -`)IS Dur: 'CO 'PIIE r)uALI'rY OF rvo3• THE 0R.lGlNAL DOCUMEN'P. IIII illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII full I IIll�ll!1111111171111111 ll1U111 ll ` e L 9 �,��116Flill ��I��►iN�l ' wj Y �1 I I STANDARD NOTES: THIS FLAN CONFORMS TC THE `je.I "EK!YION ;C TROL FLANS TECHNICAL GUIDANCE I U' HANDBOOK' AS ISSUED Bt THE :;ITY C)F PORTLAND _NC uASHINGTON COUNTY I 6 s I ► � cr L 1 z t APPRO✓AOF THIS FROST��-SEDTMEN"4TION C'MTRCL TSC: PLAN DOES NOT CONSTITUTE 9,N .,P lrwO✓y_. C: PERM .HENT ROAD OR ^RAINAGE DESIGN (E.G SIZE I ��i I I UAND TILITIES IO iOF ROADS. r-:1'ES REETRICTORS. CHANNELS, WENTIOn FACILITIES, I I 1 � Z T"E :MPL-EMENTAT:ON OF THF5E ES(_ PLANS AND THE !CONSTRUCTION, MAINTENANCE j REPLACEMENT AND JPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBL-ST, OF THE CONTRACTOR UNTIL A-L CONSTRUCTION IS COMPLETE AN:a A 2PRO`/E0 AND 3 /E�E'ATTON/LANCSCaPTNG IS ESTABLTSHFD � THE ESC PAC SHOWN ON THIS P -AN MUST BE C7NSTRur _TEC 1N CONJUNCTION _ __........__ � (� 1 1� ,. _ ...__ _ _ �__ _.— _•-.--- ---- - - _ _�_._ ..�.�_..-..�, _ __. _- WITH ALL CLE:IRZNG AND GfzACu A 1NG n'✓STIES AND IN _SU..H A MANNER 45 TO INSJRE THAT SE.iD:KN' LADkN .aATER DOE: NOT ENTER THE DRA:NAGL 5YMW- CIR ✓I-1t_ E A LZ�ABLE h,A ER S ANCAS y AT PP T 'i 'RC 4. THE ESC- F4CIL! "ES SHOWN Oh THIS PLAN ARE THE MININ,.1M REQUIREMENTS FOR - AN?ZCIPATED SITE :ONOITIONS. DURING THE CONSTRUCTION PERIOC THESE FSG FACILITIES SHAL- BE JP,;RADED AS NEEDED FOR JNEXFECTEC STORM E/'--NTS ANC T:-- IZ S. W H U N Z K E R 0 A D ENSJRE THAT " I SEDIMENT-_ADEN . TER DOES NCT LEAVE TME SITE 5 - -STIES SHALL BE INSPECTED CAT_Y BY THE CONTRACTOR AND r. T 'HE c. FAG.MAINTAINED AS NECESSARY O ENSURE THEIR C.ONTINJED F JNrTIONING e. GRA,/Cl— CONSTRUCTION GRA✓ �J E_ - NS'rWUG JUN E. THE ESC FACILITIES SHALL BE ZNSPECTEC AND MAINTAINEI✓ A MINIMUM OF CN::E A ENTRANCE PER 1 � 41 ENTRANCE PE ,`K 1 MONTH c:* WITHIN THE 46 HOURS FOLLOWINi o STCRM EENT. oy l G-4 �� fib' 5-41 It Q� �� 1. 4T NO TIME SHALL. MORE THAN ONE FOOT OF SECIMENT BE ALLOWED TO ACCUMULATE Il, _ �==_* = --' �''E�-=T WITHIN A TRAPP 'A CH PAST A CATCH BASINS AND C.ONAYANCE LINES SHALL K T ti. rc F_+' SIDE,_ rI CN SF LL wCT FLUSH Cir._T2�.a - .,.DE.�a1_K i 0 ' .I. � w i-_.A.«-1-�. \ --_.._ .1_._._ � _--. -\^p .__..�««.. '�. �5 ---_---- 5 ET''LEANFG �'F:OR TG PAVIT•�G THE CL.EAkITiG Cfi'k"RATI to H 1 , �. d i _ _, - - --- - '" SED2MENT LaDEti WATEfi INTO THE lu'wNSTRF_AM SYSTEM. ��I'II• -« _ �� - _ _ _._ 8. STABILIZED CDN=TRull ENTRANCES SHALL BE INSTA-LED AT THE CEGINNIN5 _;F i • - wrt ' - STRUC T INTAINEC FOR '"HE DURATION CF THE PRCTECT. ADDIT:;wL � 1 � �___ C. ION ANG M4 MEA5JRES MAY BE REQuIREG TC INSURE THAT ALL PAVED AREAS ARE KEPT G_EA�N FCIR THE GYRATION OF T"+E PR:::E''T ,Q CI _ANDSCAPE AREAS SHALL BE SEEDED OR MULCHED ACC'RDTNG TO THE "EROSION CON l / / ✓ I �' //// ' / / . HANDBOOK" JNTIL LANDSCAPE MATERIALS AND PLAN-rS ARE INSTALLED AND'OR PLANTEC j _ / B '2ES 1"S2R IMF^T FENCES: � u- n n r � Tr+E FILTER FAERIC SHA.L 5E PURCHASE! IN :. G NTINu0U5 ROI_ .uT TO THE ENGTH 0 D n OF T}IE BARRIER 'C A✓.^.IC JSF OF JOINTS. "HEN JOINTS ARE NECESSARY +ILTER �{ CLOTH SHALL pE SPLICED TCf,ETHER ONL" AT A SJF�ORT POST WITH A MSNIMIM 0 Q 1"C1 6-INCH O✓ERLAP AND BOTr+ ENDS SEC JRELY FASTENEC TO THE POST. � z O RETAINING : THE FILTER FABRIC_ FENCS Sf»ALL BE INSTALLED TO FOLt-OW THE CCNTOt*S WHERE Y r ".ALL 4 FEM::BLE T tE FENCE POSTS STALL BE SPACED A MAXrMUM OF & FEET APART AN: m , �- T ? SC INCHCS G I . J�u�GG� w �.� • c I�_ 115.5 _ / E �- ' Dat'✓EN SEJJRE.. INTO THE GROUND A M.NXMUM 'f ' � A TRENCH SHALL BE EXCA✓ ' ATEG ROUGHLY 8 INCA ":DE B7' INCHES D-EF UFSL.OF E LL! W Lu Gt;r� .a; �i6 AND ADJACENT TC THE WOOD PC:T TO ALLOW THE FILTER FABRIC TO BE 3J1iIEC J 09 �� W '` ort �iSc'�"� �~ 1\0 ,' i3 ` % Y A "4HEN ;T kNCARD STRENGTH FILTER FABRIC 1S USED. A WIRE S'.1FPORT FENCE Sr+: BF V p o�c �' `C a ^ cT ED SECURELY Tc THE UPS_OPE SIDE OF POSTS JSING HEAVY-DUTY MIRE /1r W Q 4 y I ( l+ EXTcND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND RE LL• STaF�E5 AT LEAST INCH LONG. TIE WIRE OR HOG RIN a5. 'HE "IRE SHALL �p VO Z 'PAN :6 INCHES ABOVE THE ORIGINAL GROUND SJRFACE. Q � p- n c \ jN<,ET BnRRI_R., T I INLET CARRIER "ER T V THE STANDARD STRENGTH FILTER FABRIC SHAL.. BE STAPLED CR W_RE7 Ti. THE FENCE R4CIJ5 = 25' MIN. -T- - -• - �-- ^ 114 ; AND :O ZN"HES OF THE FABRIC SHALL BE EX*ENDED INTO THE TRENCH THE FABRIC SHAT L NOT EXTEND MORE THAN 36 INCHES AM_'VE THE ORIGINA. uRC>t1hD SJRFAvE. U ` } E �„ 11 F:I. ER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. CLEAN PIT RUN OR 6 MIN. / r, 'l�/ \ ;,Er':MENT FENCE =ER :'-MINUS GRA VEL - / DEPTH f / / ,. � y� �- �� 4 �. WHEN EXTRA-STrcEN:iTH FT_LTER FABRIC AND CLOSER POST SPACING ARE OSE::, THE SJSGRADE REINFORCEMEN T , IN SuC.H A CaSE T�iE FITTER \ 111. 1T1, 1�.i. / ..IRE MESH SUPPOR FE-.E MAY BE E.-IM:NATM. GEOTEXTI�.E, AS REQUIRED PROVIDE FUL! WIDTr OF B. RIM' FABRT," IS STAPLED 'iR WIRED DIRECTLY TO THE POSTS wI-H -1-L , THER PROVISIONS IN3RFSS/EGRESS AREA ` G.fS R 111A1 _ 11. ` 13 9 ,' OF THE 4ej ,/E STANDARD NCTED FOR STANDARD STRENC'L FI,.TER FABRIC 4PPLYING. 1, SE^IMENT FENCES SHALL BE REKIO rEC WHEN THEY HAVE SNe ERVED TFe Q USEFUL PURPOSE � Gt��/EL CONSTRUCTION ENTRANCE eJT NOT BEFORE SHE ' oci c..-�'E :4'F4 HAS BEEN PER►AANENT_Y 5T4BZL.I.:EG ; • 9 SECIMENT FENCES SBE INS"EGTEU BY CCNTRACT_`R INMECIA'ELY .:FTER E:CH I I n NL A-V FC3 RAINFALL AND AT LEAST VAI .Y DURING PROLONGED RAINFALL. ANY RE0J:FEC I ^(v m < REPAIRS SHALL BE MADE IMI IEprATELY. i Lm t RUNOFF WATER ",ITN SEDIMENT iv 18 MIN. GRA✓E- (12' MIN. DEPTH) • - � � r •_P��e�tl A o•�''r � to I - -• ellf o \SEDIMENT WIRE MESH WITH FILTER o �9 R FABRIC ON TOP z FILTCRED , uATER u, INLET 514RRIER STORM SEWER EASEMENT 112 _ 1t -'...----"�` t1Q�"'�' }b� _. ----- tr•,3---� � e -- i FILTER FABRIC MATERIAL 36" .dIDE RCLLSSEDIMENT FENCE PER 3 USE STAPLE! OR -,IRE RINGS TG ATTACH FABRCI / WIRE 1.5' MINI ,�,--- / ^' X :` X r GA. WIRE - ' FAL=RIC OF EQuZ✓ N - •/. ,{�' ,�.,/� . ,', /. fir: / 717,7117-7-77. ` EROSION CONTROL PL�jN i 11 ' I 6' MAX. —-- t E f" A" WOOD POSTS, "'4NCAR.0 OR BETTER ^R EQUAL ALTERNATE. STEEL _ N FENCE PO"TS �D FABRIC ,742 EQXT FILTER cABRZC MATERIA._ ll BURY BC'TCY OF FILTER MATERIAL PJ 8' BY TRE.ir ` y `;'' Ly 18" LLI 11-I �. •� Y LY MIN. . 4 () Z lf1 SEDIMENT FENCE i (Y } � I!1 4• I 0,41 ZA PRO; N , =2(0,-V 1L0Lca DRAWN CHECKED KAN 'TE SHEET NO VLMK PLOT DATES. � 8/10/92 16:1145 m4 8/IIiy2 9'26 9 e/II/9: 8:2 1.E4 20',5G-4 9/13/92 9:315 t� HUNZIKER,0330 8UP 92.0346 �, �-.�,�,,,��.,�„�+�„��,,�,,.,� . - ...�. WI1• r.. ��' 4 OF 12 ' -_ _ ..,w,�r�..�p�.«N�.n�......, _..-_. „s�,.wo,,.,,,,.,.,.....,., , .SKr►. , :. IF THIS DOCUMENT IS LESS 1TTTT T7i17811ITt7l'i PTrJ111T1 T11-j111 111m, 1 ��C r • f I '' I 1 I I 11 ff 1 1� AUGUST 30 `1 i7 ! ' ,,�'T' 777V777F7��—_ 6 — —7 LPJGIBLE THAN THIS NOTATION, IT IS DUE TO T11E QUALITY OF No s• ®��-•,_ THE ORIGINAL DOCUMENT. r-- -- E 8Z f3Z LZ 9� �Z �Z B �L TiL o�Z s�[ �8I �LT 9�I 9T ��T Si ZTI T1IIT 8 L 9 4 EIT-lll�llll llll III�III � 1 I ' 1 V, 25 RETAINING WALL I 01" SEE SHEET G-I QUAW WL !I —GUA�tDRAIL LLL I 1 I I I � I Ij LEV/1. PAVINc�ll.XTN WIDE COW . WALK I RAMP D►v/ ��' 0' W=11 , WALK 1 / -FOR CONTINUATION SEE SITO UTILITIES PLAN I I 60 N'i.AN �a!' �NG. 12' �ZCE f : WIDE 8' GONG. 4 CANS_ BO CANC40Y ABC/E Fel K 1^ - — — - -- -— -b-- -r--r _.,17 �>/, i r T }__..._ _ 1 17 � I r 'I, , Q r i 1 /.%/� j / '� // 1C GR<tDE 71 DO �R GRADE DOOR j NAL j; / , 'Ll L' j 1 v LIF _ - -mss _ _ �. __ _: ;_- I K I `` � DOCK� W ry SPRINKLER AVD DOMESTIC OPTIONAL WINDOW 1 N OPTIONA&- W NDCw 1 1 WATER �LSER u" ` �(, _ iz 1 , I 9 1/2" TILT-UP WALL a D \ SECURE ARXINC.• FOR - - I 2 I�_j' Q Q 14 3 A-'J q I f /:) BIC C 1.5. HOOK IN -3 A-3 J G I wAL. At 5'-D" A.G.F FOR c5 ' I SAN:'.ARS' PUM100 l FRONT 4HEI-L 3/8" EYE a F F EFRONT EN?rcr \ N 1/ STATION • SEE � Bc.L I .ALL A 3�" SITE PLAN FOR 1_ FIS Z 6 STUD WA I W P�YwOG D AT \�--LADpEk TO I•.00F HATCH WLi S4�JTH FAGS f 5EE pES�42L a/A-3 (r.c J C.G. __�__� 1... 4' SAN. .....-.r_�. �.� .�..yQ LU (rS Ia-- • --- --- a _.:N. —• �.�.�_ ._._ . �. . -�. --- •-- — TS COLUMN SEE 5TRUG?. ` V/1r W z oc O✓ER 1 1" C-W. /ER ✓ I Z p'-fZ' Y 8'-a° SKYLIGHT I U , L T F r I 4 -- L.00ATE BE wEEN _ " r T AND SUB-PURLINS AS NEAR TOF 1 • LEOCATION S*40O4N AS POSSIB» I > U Z 1 � 111 W 1 Y v ROTARYRDOF f f r7 /EN* ABC VE rn � � I I VI I V ' 4 l � I � , I I I r 5 5 ! �� A-3 1 I I x c. s. � aJTTER AND DOWNSP'CUT SEE DETAILS 1 I I REFEkF_N::E >:,: FLOOR PL�4N z ,. 0MLOG Q WALL SYMBOLS v ~\J Ol 1 A TIL*-U- C:c'lICRE'E WALLS c DOOR 5GHED_ _ULE — -- _FRAME- —_ - LY l) 1.( i j ROTARY ROc%c /ENTS CHAIN OPERATED CAMPERS \ MK DOOR SIZE TYPE _�_,_� - _ NOTES _ o W Ly (y FIOOK Tp TIE OFF CHAIN C 3'-¢" X 1'-00 HOLLOW METAL _HOLLOW METAL V LJ 3'-0" X 9'-& STOREFRONT _vTOREF'RONT H Ar M iXT . NG TO ROOF FRAMING, �� 81'6° X 9'-0' INSULATED OVERHEAD _ - HIGH-LIFt 0 NOTES A FUIURE DE ISING WALLS F ENDI -� PROVIDE DEFLECTION ATTACHMENT AT TOFO 5/6' TYPE 'X' 4 '12'_0 x 14'-0' INSULATED CVERHEAD -HIGH-LIFT I ,. \ ` GYP. BOARD EACH SIDE AND R-11 INSULATION. - -----._-. _ - -- --- ------ -- — - — Ly SCALE PaROJ NO DRAWN CHECKED ✓4MK !a'I.CT DATES' KAN ��B 5/2,1°192 - 10:58 Slro/1992 - 13:55 5,`1/1992 - 15:9 SHEET Nr. 1i31112 12:118 1/31/1212:2015 8/1,'92l/92 9:2.31 9/11/92 11:28.26 920225\20225A-1 12/28/92 14:41.3: ,F HUNVKER,8330 BUP 92-0348 S OF 12 i IF THIS DOCUMENT IS LESS I ='J;T TF _._j_l I `T I' Tj�U771111,11� IPP � } AUGUST 30 1LEGIBLE THAN THIS NOTATION, __ No36 �j t IT IS DUE TO TUE QUAIA TY OF _ THE ORIGINAL DOCUMENT . �Z �JI� LZ eL Z Z fr �L I�Z til II BI6i EI ZT TTI 9 LL 9 99 6 I Z T11I 111tiilIlf�llllfllll llllfllll!Illlfl 1 lllWllllllll�ll1111111flll llll),lii1111111111f1111�1111111111111 lllllllllj111�l111 llilll►►111111111ll�1ll.+iiiiil llll1111111111111V11fIIINII 3 ' I CONCRETE TILT-UP 21-2' 2 FLASHING PANEL _ —r._..__.�. --------- O.W. � f I EXTERIO c _IGF+Ti1vG I I EXTERIOR LIGHTING I y 1 + I I I aj PAINT ACCENT PAINT AC:'ENT WATNT ACCENTPAIN -CANOPY CANOPY T ACCENT I I Q 1 ( STRIPE 02 STRIPE Isi STRIPE >X2 STRIf°E *I I• 14'-_6" TOP Gf I — CANOPY i I '2r-b" ROT. OF + II i --- _- -CANOPY Y MV 8-m i + l __�_�_ .__. _- __..___._.____.___.. .Y s + � �I.� cl ti F 0"7Q 0'-0"_FIN- FLR. — GRADE DOORS ORI olhG_ BADE \ , DOCK BUMPERS pOGK BJWER' `CPTICNAL 8-0" / T-0oTIONAL 8'-2 X 1-m STOREFRONT WINDOW STOREFRONT a INCOW -AST E1-EVAITION qt 0:� r H Ls " ✓ ✓ r.r f J ' CV ' N i i.s•IhG U- o , Z �- WW W _j RR '� V w z Q r eAtrOPY 4- GANOf L l �e "L 4U I , � v jo 0'-V FIN. FLR. LLR w I ----- ____ _ - - ----- --- ------ -- --- -- J. -- - --- - - -------- --- __ -- i - ---- --- __...----_ "I _- ----- _ -^-• - _'^'-i' '�._ _._ ----- -- . . . -- _ _ _ - - 1 - -- -------------- ----- -- _ . . .. . . . . _ .. --- - - i N _. _ II en GRAM 1 � _ o ORIGIN-L- GRADE SOUTH EL.EV,4TION 3 NORTH ELEVATION 4J-- i r 0 �+ 26' -6`� T.O.W. I I i I I - r- + — T.C.F. \GUTTER \ GUTTER I I I i ' 1 � \ DOWNWOOTIT ■w■ DOWNSPGjUT I � V O _F_ FI.R I' IIT ..__ ------- ---------------------- oal_��NA ,:,QAc�E i Q � WEST ELEVaTION � 5-ELE I/6" ' i-k .�- u. oa lyv H U1 W �.-. 2 _y UA L `n —A OA 1E SCALE DRAW1a KAN 7TB VOAK PLOT DATE — 5/2/I192 — 15:39 SHEEP NU 9/6/1992 - 14:15 M 9/3/92 8'35.31 8/9/92 9:11.411.4 9/12/92 11:41.4 04 2 920225\20225A-2 12/:3/92 14;31.46 I OF HUNMER,8330 BUP 92.0346 1 6 OF 12 T�1 f�T�T TAT �?�? � I ¢ evla LEGIBLE THAN THIS NOTATION, rIl 3 14 I I I ll TAT TTi 1�TT 1 �� 1 -... . -.... , ..., iF THIS DOCUMENT IS LESS 1 � 1 T � 1 lel � �I ' �nr� r�r��r�T► 1?�P rr _ � 19 9 5 1 _ 5� ' 6) ' ?_-�—__—' '_�1_ !_10 11 AUGUST 30 � � f IT IS DUE TO THE QUALITY OF NOA [HE ORIGINAL DOCUMENT. ff �E �Z 9Z LZ 8 �Z L S Z I TZ Z I 8�T I LT 9T 9l I6T SS�T ZT ITT l r6 L 9 9 t IIIIIIIIII Illllllll�l�lll�llll IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII 111111111 IIII�III�II�IIlI Illl�llllllllllilll IIII�IIII Illl�lll��ll'�lUllllll�ll Wlll llllllllllll1111111111illlllllliillilll�l�u��ll�llllt Ill�llll�lulll �301 9 VARM A-3 PARA^FT WALL � ` T.O. W. t24'-to'� -TCFS� - - - - .F. ---� Q SARI 2� b" F. OC T.O- � X S \�(p" Xb X22 GA CONT GUTTER ! R_ I IhSu..:+TI�N E r _ n -,_CONGRE`E PANEL. I /SEAL,ANT BEAD 1. HEM EGsES 22 3A GAL-. PRE- FINISHED REGLET •� s {I { 1 FLASHING WITH 1 SCREWS ANC PLUGS ' 4 + �• AT I.` O.0 ` I d K, { GAS+ET BETWEEN SEAM (' { { L I I � / CONCRETE wAL« I W N " N ~�-PAINTED CONCRETE WALL 1 REGLET FLASi•fTNGi u,. C) CONCRE'(E PANL,_ - AND SEALANT I I Q D W,, S .14-6" o—J Z TOP OF CANCPIr� p j y METAL ROOF !AND SIDING Z I /AT ENDS) ON METAL FRAMING I W w { W � 2 x 4 DIAGONAL DRACE �\ { I LL UJ a AT 4'-(l' O.C. w/ � C � r f F I- >x3xl/4 x 0-3" LONG g W1 3/4"t KWIK-BOLTS TO a TRIS L E f 6 - CONCRETE, I, M B THpU Z 0 w GND IPS CERS .�. r Z '^ �� SIMP50N A-35 Tc JOISTS ,;1 F BRD. W/ METAL EDGE Y \ SHIM AND SEALANT - I ! H� I• GYP. SOFFIT BOARD ✓� ON METAL STUD FRAMING i I U ENLARGED DET41L SCALE 1 1/f" - P 0" 1 SIMPSCN '•+3 2 X b JOISTS AT .4" C.0 1 f EACH BRACE ', j �/ W/ R-1' INSULATION 3'4' CHAMFER 3/4" CHAMFER (TYPICAL) 1 VERTICAL LIFT O.H. DOOR 1 t1'-V CONC. OPENING +T-2" CONC. OPENING -- - - SOFFIT FRAMIN5 FINISH SOFFIT 1- - IF � \ 1/2" DRIP REVEAL f I \ GYP. BRC SOFFIT TOOL PACK EDGE PANEL- ^I � W/ METAL EDGES ALJM. STOREFRONT SHIM AND SEAL-ANT " TYPICAL i LINE OF PANE F3EYCNC FACE Or STOREFRONT - FACE OF GONGRETE • I' IINSJLATINu GLASS ABC/E f �•,-5"Q pOWNSPOUT I _�.-r..ONGRETE ✓=AGE I I" TYF. FACE OF I FACE OF CONCRETC= i STOREFRONT BEYOND I 3'--C" TOP OF WINDOW MULLION SKIM >� SEALANT SECTION THRU STOREFRONT �G A3-1 1 112" c 1'-2" 4" CONC. WALK DOCK BUMPER CONC. SLAB PER f SA=M AND SEALntiT �✓ {�M�xN„ !!� MAX. ..---.� FOUNDATION F'L.ANS ' { /� 0'-m" FIN. FLOOR... Lu 5" CONCRFTE SLAIA 5" ONCRETE SLAB 5" CONCRETE SI.AB 1 \ /l' \ _ " c _ .___.r. ,� ,K, V 1 f \ y / i.�,_•_� 1♦ (I''-Q' IN. FLUOR � r-- -�—•--' I �� .-{� . a 'S .' FIN. FLOOR - FIN. FLOOR_ '�;'�'"� I,Ft .y+ - �-g-o--o . I ry r 2' "ICE�BANDS W/ HEMMEG O bAo - EDGES 0' MAX 9e „� o • 0$ 6}� FROM TOP AND It3_sT'_M O p '° 0v `� V G lid., - AND MIOPCINT - \�FINISH GRADE ,)ARIES q C , �� SEE SHEET 5-2 r'� C'v • • OOFING AND FLASHING PREFABRICATED ROOF HATCH UNIT " fby `" �� WITH INTEGRAL CURE. I` PERIMETER INSULATION G N -SEE FOUNDA%CN PLAN 4 r 4 x 4 CANT ` \ \�\\�l�\�� ,' • \ \� FINISH GRADE- `-�,.._.,,/r� CARIES - TOP OF ROOF FRAMING !. % C ,•• � e' S.0 WITH LEANOUT ! WALL SECTION WALL SECTION TOP RUNG WITHPi 4" OF T.O.F. HT, `<�� FINISH .3RADE . 3;4" 1'-E" PRO VIDE FRAMING A� ASPHALT PAVING w; / A HATCH PERIMETER -4-21" _w NOTE WHERE RC-# I5 LESS THAN 7 1 CANTED WOOD TOP PLATE AND � ,^" r IP," BENT 1/4" x 1 1/2 „ F.B. CLIP DE60W THE TOP OF"ALL'40 - - E>nero DASE FATS ovER THE �� COPING'�k sTANz,ARo DETyz1 = WELDL�D t0 EA RAIL W/ I;2 x 3' L-AG OR 0 TOP OF THE WAIL ANP /� PRC''�IDE 50LID BLOGKIN ANCHOR BOLT. PROVIDE AT TOP RUNG DOWN _N THE MALL SECTION -THIM SIDE v''ASI�TEG 5GREr15 AT I'-C o,c AS REG'D. AND 8'-ra" O.C. MAX CAP SveET !" ACVITIONAL IRT SHEETS SET 3/4"4 STEEL RUNGS DRILLED AND WELDED -- + ll- U UA .x IN FLASHING is t71ticu'c �� 2i GOUGE GAL�AN2IED PRE-PAINTED '. 1}a; s aY, �'s ♦ 111 W DAI--"LL a TW*WITH(LAT;_ocK TO RAILS PROVIDE AT EVEN SPACING LAf EDGE Of aNTTER I;;• / SF,4^ •Al'4'rADMAAA .'VEP (Carr �„ t l MMIMUM uND®t EDGE nNGLE aOOFfl+ci. 1, O.G. MAx • 1 M „xK SEAM 24 GA. GALV. PREPAIN•I�_C C.OPIN6 � WALL SECTION � 1 � WALL SECTION O 3AL.VANIM r,.rtTNR OF SIZE 91;"> "a" T 'r'7 Mn+ / W. STANDIPIG SEAMS Ar,G CONCEnLEC _ = 1" r /moi -- 'I ��T�,��,,� �' CLIP A7 FRONT EDGE W2-r4 TZ STRAPS AT Y-W O.c > ✓ 1_ /�'` ., ALTERNATE CAP SHEET FOR CEDAR iE)S FULL IP H 3f4# QED APPLICATIONS J CEDAR BIF./El. STRIP '7N CAP 21/2" X 3/8' STEEL RAILS SPACED 18". EASE P T PLATiE t t' ' -� EDGE AND ROUND TOP. � / �%� / TOP OF' WALL ♦ .� -T O.N. H x 3'MINIMUM CONTIWR6 R GAL•ANIW'RD6E APCoLE `_ �•. /� •\ SET IN K4lSHINu I-iJMPc.11ND ^'r \ NAIL 74.O.C. LAP ENDS ANL'Sr ___ 0�n__ WITH AODITICNAL COMP!"+IJ `4'- \ ""- '�' \ ��ADDITIONAL PLT s.4»SET " " " \76 GA. CONT. (4CEALED PLY SHEM ENmLon rpm � IN F��ooMPa� Z" x Z x 1/4 x Z WELDED CLIP ANGLE � OLTP NAIL TC FLA IE �C'nLt PROJ Nc- 022�- 1-1 PLT SHEE'STRIP TO seta•+WTTOM of At EA. RAIL W/ I/Z"� ANCHOR BOLT TO ••LATE ,.1oC'IfZED 111%goEN ALTERNATE. PLT SHEETS PER sR%CICIc_lJj *s CONC. FLOOR � F-OOR. �26GAE GA SGR1=W a X411=11-P/ q ErKED Roof PL_Arl!.rJ Dip AND - j ._ 16 GA. GALV. PREPAINTED stA11 Tri PLATE \•2 x�T STRIP �`��-- I_ - BAGKWALI. FLASHING W/ FLAT ' R •HEJ `- �._. f` n A r BUILDING%TW-CTuzE ANG,PLYWOOD ,�- °a -� / LOCK SEAMS.NA 3" MIN. PLA TC t� ROC* MCK I f a P ,, p c ~� COPING. NAIL TO TCF' PLAYE. �:4 a .o _ d •� / _ ;MEET NO LADDER AND ROOF HATCH V►.MK r°LCt DATE GUTTER DETAIL �i PARAPET DETAIL - l� �`� COPING DETAIL ___ �_.� 8;4 92 'I'1:�:4� S:ARCH-< N t5 _ 2 S:ARCH-I T Cc S ARCH k T \ °rARGFI--b _ ! �.' 8/1/`12 9145,2 - � � 8/12i92 11'45.24 �•� 2' 2254-- t 12'23/g2 14:58.gb Of HUNZIKER,6330 BUP 92.0346 7 O 12 • 1 IF THIS DOCUMENT IS LESS P 7�rjrTr 1P I LEGIBLE THAN THIS NOTATION, _ �' 4 ..._.._ �� _L _- S I 0- 11'��51 ( AUGUST � 1995 i 1P IS DUE TO THE QUALITY OF' _ _ _ _ No 36 ss THE 011IGINAL DOCUMENT. �6 {{t'll 1 -11- k, -,.--.- __ . -,- .____ -.___ - - __ ___ - ___-- - . - -I _- ____ - -1 - -- - _7--,_-?--?-1l,- ,ir�_ . 1 4 I I GFNFRAL--SE'ECIFYCATI9N J t Material• All materials used for the work shall be neW. h. Plywood to b¢ C-U grads with exterior glue unless QIX.L`i1Wl2 _._]2QQ8;i_AND F'M Qlyj$ION 1 r.FweuAL Utl'l.Sli'N .. .ally yp Trade names denote character and 7. Provide dowels tram footings to match all vertical wall, otherwise noted on lana. See roof Lraminq for nailing, i quality of equipment p desired and substitutions ma be a pilaster and column reinfnrcinq. (Poured in place colurms 1 uo A. GEMEHAL a- QUXIIAL Y pproved, if in the and walls). P YW d thickness, end span index. A• NQLla414_t7E1Ai_DQphi-.Bill FRAMES lx'1'EIiiS+k ) 1 r o info 0 p n f the Engineer, the proposed substitution is Gypsum sheathing to be 1/2" thick asphalted gypsum (� 1. Manufacturers: Amweld, Sr_eelcraft, RrfpuflllC, CECO Curries d e i t 1. B. Lap al] bar in intersertinq foatinys 1'-6" or 10 diameters board. y--� �/ �---�_- -`f-, or as approved. R 1 These specificat:ona are gar.eral in nature an ar n ended Geotechnical Report. Foundation invsstigationa have bean expected to partorm properly. All costs associated with whichever is rester. a y j. Glulam beams - fb 2400 psi. a 2. Frames: 1A gauge full depth of wa.l with welded earns s the review and use of a proposed substitution shall be the t ! ! co set minimum standards f m• construction and materials. completed and are available. All bidders shall familiarize 9. All wail reinforcing to be placed in canter of Wall unless F-V 3 Simple spans combination 24F-V and anchors co suit wall atructtr,e. ! ; '� responsibility of the contractor r f Quality of materiels and details of nate at on s a at themselves with the subsurface and situ conditions, shown otherwise on drawings. Cantilever s ens Combination 2 -V C 3. Doors: 20 i i a minimum, comply with established Lndust[y and product 2, Acceptance of Site. Btdderc shall lnapoct the site and be P 4F �SP MINI-LAM - 241'-E20 � qa flash panel bonded it., no':-w4rpi-ng core. i - + manufacturer's standards, Higher ctendards, where stateU familiar with t a. Water Lines. 10.Extend reinforcing to within 1" of wall and slab edges. �l Morticed and reinforced to receive ;finees, locksats and 1 La _ Y al P con " di tions In the acne and the ll.Contractor to design and provide additional reinforclny as Industrial Appearance. �~_ - -�__. closer. in these specifll be ms or on drawings shall govern• conditions under which the work is to be required for lifting till wall. submit oho drawin s ,tam ed b an Fn 'nee s 4. Finish: Fpcto performed. The p q p y gi r reqs tared ry baked on primer. i I i Workmanship shall be maintained at goad qualLty by the site shall be accepted in its axistinq condition and no C°PPar Pipe: Hard drawn, type "L" underground piping, 12.Holas (upunirtys) to concrete walla that interrupt in the State of Oregon. Cuneral Contractor. Cam shall he made far any condition not shown on the conforming to ASTM H-NB. Fittings shall be wrought reintorcin - Provide re la:ement reinforcing each side, B. HOLLOW METAL 2. DesRoo Criteria: Cravings. copper. Solder all loints and fittin g P 2. Provide fire blocking as required and blocking for all FBBMFS__ InYA"M Roof Live load 25 psf (snow) J. anstructLpn [Joe. Contractor shall exocrine caution in the 9• same size, extending minimum 30 diameters. specified well mounted items including cabinots, door 1. lA gauge knockdown dour frames Witt, iraarlocked corners stops, etc. full depth of wall with snap attached ipetal cnainq trim. ± Wind AO mph Exposure B use of the site, particularly when subgradu materials are Ductile Iron Pipe (D.I.P.): shall be cement-mortar D. �br.RF.TE MIXt2fATEHIALS Frames to be 'timely or as approved. Frames to be labeled ` Seismic Zone I1 moisture sansitive and wet conditions exist in the lined and shall canfarm to ANSI A2 L 5i, Class [>2. All 7. Connectors: pP 1 1 I Soil Bearing 2000 pati Dead i Live Load subgradu. Contractor shell make s ectal joints shall use 0-Ring rubber 1. All concrete to be provided by a ready mix plant with an P provisions for gaskets. Fittings shall ustablishud ualit control e. 1'ie scraps, framing anchors, hangers, stirrups, column if noted at door schedule. Frames to ►o factory finishecJ 11 2 construction access consistent with the re uirements of the q Y program and standard deviation in calor selected from full range• t ` B• CODES AND 8'TANDARDS project and 60 thtli work can q C11025 pound class, meeting the reyuiramants of ANSI p iAnce with ACS kequirements. Prior to caps, column bases, etc ., to ba "Simpson" ❑t equal, or 2. Relight and sidelight frames where indicated on drawings to 4 I i data in roti 1 as detailed. Prime coat mtocbe "Simps steel. Fully 1 I ! - ._� proceed under normal weather placement tit concrete, provide mix design for Serb type of be of matching type and profile witch screw attached hollow I nail accordin q q I 1. Uniform Building Code - 1988 Editior. as amended t',' the eondttians. Contractor shall he responsible for eorreetinq Polyvinyl Chloride iPVC) Pi e: Pi a concrete, elearl'- labeled as to Its area of proposed use, y to manufeeturar's schedule usin lar est metal stops. Match finish u• door frames. State of Oregon. damage to the subgrade caused by construction activities. P P ind fittings shal) prior to placement of concr•+t e, provide loix design far each size shown. All beams and Joists not bearing on anotnur .. .-- .. 2. Contractor to comply with all state and local codes, Contractor shall be solely responsible (unless otherwise ba PVC, Sr-hedule a0 and shall meet the requirements of type of conrreta, clearly labeled as to the area of member to connect with "U" type hanger .inleas oCherwisa C h�Q.QQ4BS n IT ordinances and standards. provided for in the cc,ltract) for the methods and erwi for ASTM D-3034. proposed use. noted. 1 3/4" thick solid corn or ectiris board core as shown on 1. Wherever codes, ordinances, standards, etc., aro reterrud construction access roads, added b. Nailing - All nails specified in the plans to be common P to in this specification, it shall be assumed to be Cha systems to su Provlsiono to specified water Service: Piping, valves, backflow 2. Minimum Mix Requirements: drawings and reinforced for hardware. Premium q I I i t latest edition unless otherwise specifically Ldentified. site conditionsaandconstruction loads and for correction to prevention, ostia unless otherwise noted. All nailing shall comply grade maho any o s. with UHC Table 25Q, naili,lq schudule• or birch face with hardvood edge bends. Doors Co be labeled I ryI or installed work that is damaged by vaults, maters, hydrants, end connection to main ileo � � �1�t1561Ye SILLmJ� ° Admixtur9g if noted at Boar schedule. C Qre�uea�tpedviFth �ro> alsl/contractors may also submit construa[lon gctivities toCprevnntoandhorlmptinate drama e a snc:ies. q q yovernlny Stre114Lh_ Lail SEID. sJstnmsengineers approval of all proprletnry nailing shall tie accordin to the re uirements of the 1. Alternates" Refer to bid instructions for "alternates" to site, y q LMin i Q4ntittlt Y D q P I c-. Nails at root ducks to be driven so heads are flush with USJ� h[T proposals for use of other alternate materials and methods B. QuaLUIGATI0N5 Alternate materials may be used it approved by the 1. Framing System: Kawnoer 451 1ritab, U.S. Aluminum center S Footings )poo D-5" 5 None or slightly recessed into deck surface. Check and [ for approval. Allow minimum of 5 days for review of 1. All Uidders are to be experienced with the type of work and gaverniny agency and the 199U State of Oregon "Plumbing resink if needed, immediate! before tootle glaze ar as approved. 2" x 4 1/2" mullions. Class l dark proposed alternates. conditions whare the work is to be performed. Contractors Specialty Ccde". / q ! 4 . 2. "options" shown on the plans may be used at contractor's shall be responsible for the selection of the materials and b ,at"M-z"ar Lina' Slabs on J5o0 2-4" 5 l/2 WRA (b) 4. Delivery and Storage: bronz anodized rinish• discretion. methods for accomplishing the work. Specs nl attention is Grade C.C.(d) All lumber and plywood delivered to aha site, shell bra 7. See Instructions to Bidders for provisions relating to directed to the conditinne at the time the work is to be Polyvinyl Ct,loricle (PVC) pipe: Pipe and fittings shall (Interior) tied off rho 2. Doors: Kawreer, U.S. Aluminum or ni a p ground and properly protected against „ pprovun. 2" Stu es, 3 7/16 top and bottom rails. Furnish complote single "Substitutions." Do not include in bid proposals any erformed. weather. actfnq entrance with threshold, offset pivots, push/pulls b Slabs un loo0 2-4" 5 1/2 WRA, AE and weetheretrtppinq. Remainder of hardware as specified \ P P be PVC and shall meet the requirements of .45 D-703 I suUititutions not previously approved by the Engineer except where the pipe raver is to bs less than 15", use flxcaut as additional "alternates", listed separately on the C. QLEAHUW_iQ_�TRIPPING Schedule 40 PVC. trade proposal forms. 1. Review requirements for protecting existing vegetation IExteriorl in F'intah Hardware finish. Match framing system finish. trees, etc.) before start of work. 3. Installation: ( Concrete Pipe: Non-reinforced bell and spigot pipe Walls and ]500 2-4" 5 1/2 WRAiPT2o tel a. Examine surface of all edges abutting frames. Clean of � D. QEHEIiA1.AND gPECIAL CONDITIONS 2. Notify engineer immediately St unusual conditions ata conforming to ASTM Standard Spee ificetion c-14 Claaa 1, Columns ell dirt, oLl, loose concrete and coatings. Start of 1. General Conditions as Published by the American Institute encountered. With rubber gaskets in confined graves. it Architects (AIA Document No. 201) 19 A'7 Edition, shall tin ]. Site shall be cleared and stripped of all vegetation, installation signifies acceptance r surfaces. Misanlianuous ]000 0-°" 5 WRA b. Provide metal shims at perimeter Ptame to maintain a part of the contract the same es if bound herein. Copies topsoil, and organic materiels. Remove and dispose off- Soil PL pa: (Traffic areas where cover is less than 15") 3/16"-5/16" sealant bend between frame and abutting ore aysilabls at the engineer's office. Bite unless specifically provided otherwise on the sitevork Hub end spigot cast iron pipe or Schedule 52 ductile (a) slump exoeeding specified limits shall not be OLV1�H I_-M=TURjE T QIZCTIDN AHD 11LSULATIQH surface. - _ plans. SCockptle topsoil on site that is needea for later iron bell and spigot with fLttings conforming to ASTM A- incorporated Ln the project except by written c. Provide aluminum end dams at Hued and sLll channels. ,; ..-- 2. Modifications at General conditions (see also "Instructions use• 74, with rubber "O" ring gaskets in confined grooves or, approval from Engineer. A. KEM�E_MQFLHq Seal loints around dam and over attachment tastenerr,. ; co Bidders" under separate cover). a. Remove all stoops and roots over l+` diameter from all with compreselon typo gasket fittings. (b) WRA Water Reducing Agent 1. General P rovide spites sleayss and sealant at axpansion joints. 111 u;_ a. Wherever the word "architect" is used, it shall be topsoil for landscaping use. (c) AE Air Entcalnmant Provide a complete 4 ply fiberglass built-up tori system d• Inatsll backup rod at perlmetar sealant joint. understood to mean engineer. Perforated Pipe: Corrugated High Density Polyethylene (d) up Co l 1/24 cal, chloride allowed during cold with all naceasary accassoriea. Contlnuoualy neat joint between perimeter frame and n' b. Article 2.2.5. Drawings and 5peclCicatlons. Twenty D. EXfAY11T1PH (HDPE) pertoratsd pipe and shall meet the requirements weather. 2. Qualit, Aasuranca q pread sealant onto adjacent wall shuttle wail. Do not o sacs of contract documents will be provided to the 1. Excavation for footingn, piers and slabs to sizes and of ASTM F-405. (e) Pozzotec 20 required for conrrete placed tie low 40"F• a. Rooting subcontractor to hn certified and ep(ruved by or frame. face. Do riot plug sill weepholes. successful contractor. Extra sets desired by the levels shown or required. Utilize straight edged Lurket to con rector shall be paid for by the contractor. mirimize soil disturbance, Clean all tooting excavations roo'.inq system manufa surer. 4. Quality Assurance: Galvanized Steal PLPa: shall conforR to the 3. use type I cement, per ASTM c-150 unless otherwise b. Gitcrneractor to schedule on-citta pre-roofing conterenre a. Submit shop drawings showing all reinforcnaient c. Article 3,h. Contractor to warrent and guarantee fl11 of loose material by hand. requirements [or ASTM A-102 Schedule 4U, with a hot-dip approved. w, .h contractor and engineer prior to beginning attachment and edge r_onditione for engineer's approval work within this contract for a period of one yens (qr 2. Ala over-excavation shall be backfilled and compacted as longer where indicated in those s ecificationsi Crom "engineered till" or with concrete to same specifications galvanized coating inside and outside. q, grade. k ASTM other once to he L-1/2" minus for slabs an installation. pito[ to fabrication. grade. All other concrete may use i/4" max. size Owner may employ roofing inspector. subcontract to b. Guarantee water araC weathertighLnesa of units including I )� Aare of substantial compietian aspdetermined by es footing concretcl, corrugated Metal ripe (CNP): Shall be of the type, aggregate. Do blit use ]/4" (-) Aggregate in slabs on ,Traade• coordinate schedule for inspectors visits. frames, edge sealant and ylnzing for two years. Engineer. Nothing in these documents shall be construed 3 t[ over-excavation is required to remove soft spots diameter, and gaLye indicated on the d:awing E,. Pipe to caduca abrld a or limit an other war antics resultin Prom condttlone la and the control o! the S. water Reducing Agent (WRA) shall be Polyheed a f d. Sutcontrector and syotem manufacturer to provide year c• In rho presence of Engineer s and cts Lo •-) y y r 9 y shall be helical corrugated. Pipe and fittings ands IoON cement. Comply with ASTM C-494. unconditional written qunrantae against all deferte in representatives, spray teat all units Lo demonstrate f � � explicit or implied. cantractnr, the contractor shall receive additional ti. Atr Entrainment (AF.) shall comply with ASTM C-260. materiels and/or workmanship. vetertightneoe at complete Inst>:llation. Utilize full .. :d. d. Article 3.•7,1, Permits, Fees, Licenses. The Owner Will tom ensation. Notif engineer bofore proceeding. shall be annular for n distance of 12 inches. Pipes p Y P shall tie connected with 12 inch wide annular corrugated 7, Accelsratore: Pozzotec 70 non-chloride for ca4panunca 3. Matoriel and Application P Q a the Jan check fees and building permit fee. The 4. Soft s pts created by the uonstruction eetivitius and , caseate stt'eam from domestic water hose and nozzle, p y p P coupling bends and 1/2 inch thick by 1. inch wide rubber exposed to weather in the completed structure (veil&, a. Class A or 8 roof system 4 ply, fiberglass, white dlcertinq stream at head, e:11, jamb and Bullion members � ovner will also pay all system development cherries, epecinl requirements for the construction process are the gaskets. exterior paving, etc.) Calcium chloride in the interior mineral cap sheet. from 4 toot distance, pc.pendicular to glazing face, ��••{{ sewer connection and water meter fee. The cont rector responslbiliCy of the contractor. (See paragraph "A" y slabs on grade. Quantic (dosage) Co be Determined by b. A Allow a minimum of 30 second duration for each 4' < y pproved Manufacturers and Arsemblies. 1 shi+11 obtain all licenses and pay all other fees and above) corrugatnd Polysthylsn¢ (ADS N-1:) Pipe: For Pipe rontractoz to be determined by contractor and approval Conglas ND-24A-r•AP section of window or storefront. Mark all observed ._J Z . permit chargee (such as electrical, plumbing, end HVAC 5. Do not exci,vate closer than 1-1/2:1 slope beioW base of diameters lass than 24 , conforming to MSHTO M294-H51 obtained Crp.1 Engineer before ass of ecceleratars Owens Corning 71 NC leaks, :otract defect and schedule retest for r- Permit and inspection charges, and connection costs). footings unless approved ray unginner. and F'677-A5 Oregon State Plumbing Specialty Code and e. Article 7,3.3 Reasonable allovance for overhead and 6. Stock iia subgrade material to he used for fill or for Johns-Manville 4 GNC verification of correct' �, P Pravisione oC Installation Stenderd 1-A-B6 and ASTM U- E, t:yj{rRETE�ilaiF;g Celotax CA-4-WM profit shall not exceed lU4 tar contractor or site gradinq. All excavated material not approved or 2321 1. Interior glebe: smooth steel trowel. Use extrema care to autx ontractor porforminq work ar supplying mete n els and required for this time to be removed at no additional cost* tool farmed panel edges. Use 1/A" radius edge tool s]n1Y c. All work shall be in strict acrordnnre with E. GLASS shall not ex°sed 5{ for eontracCor or subcontractor Grade and cover stockpiled material ae required to afford p Catch Banina: Shall pe 24 inch round or square and 70 Patch an holes or irregularities. manufacturer's recommendations and as further required 1. Storefront end Windows: 1" insulating ylasn, tempered Z ~ y tri these apecifieatlons. where required by code. Bronze tint, passing cost along but not actually performing work. weather protection. inch high, unless otherwise indlceted, with 2A inch 2. Exterior Welke: a. Attuchmant: Base sheet to be mechanically attached to root 2. Doors: 1/4" tempered. Bronze tint. W UJ f. Article 7.9 Arbitration shall be optional by either square standard cost iron grata and hinged drain access a. Bloom Finish - Steel trowel surface than light fi m sh deck. F. QVESHEAILiX AW • art on claims over $10,000.00. R. F1 .f. 1LAT RIALS AND__1X;aALL.ATIQH y Y across width of surface. p y 1. Not1Py Engineer when fill areas are ready to receive plates for clean-outs, all es manufactured b the L nth a. Attachment to comply with or exceed roof system 1. Stasi sectional door: 20 t where 2"indicated) flush sections, q. Article 9. Payments and Completion. Pal',aente to the Company, Ina., or by Cratemaster Ironworks. Catch b. Exposed Aggregate - Steel trowel then wash to expcse manufacturers recommenda'Sons: and in addition, fastener high lift (or vertical lift where indicated) with 1 1/4 / Contractor may be vithheld by Owner during the couri.e• of metetial, basins to be constructed of 10 gauge steel and to bra aggreyate. `,J r the lob it the project is not kept free of liens. Such ,,, „ phalt coated after fabrication. c. Girb ramps - Finish as remainder of walk, and cross number shall increase 50y vithin outside corner zones. inefi rigid polystyrene insulation and metal beck cover. 2. Engineered Fills on-site materials, free of organic es P Outside corner zones are the triangular area at all Rails to overlap or be rabWited for complete 7 payments will be promptly released upon removal at such material, may ba used for structural fill (under buildings )ownspouc Drains: Verify locations and special score with heavy (7/4") tooled joints 6" on center each , lLana. offsets, extending a distance of lOk of length of root weathartightneee. Doors tr. be maximum height allowed by �y � �- P 7. C t ctor sh 1 and paved areas) subject to maintenance of a proper requirements with Uuildinq elevation drawings and with way. edge each way Crom corner. root structure, oc verticil lift where possible. i� t roperty Insurance, Article 11. on ra al ryry-- moisture content and obtaining required compaction. Notify rout plans for downspout. location. Adjust lavation as ]. Formed Concrete: Remove fine, Patch voids. Grind and fill b, Staple taps attachment of hese :nests to comply with LL.. f � maintain the buLldara all risk lnsurenre ae provided in 2. Push-up operation far doors to lU feet high, higher doors engineer rat the start of all structural fill work so that Wended to assure plumb vertical downs out run. Notify for smooth even appearance. roof s atom recammendntion, or whore none 1s lLated, be � � Z articles 11.7.1 and 11.7.1.1. Maximum deductible shall Y to txa operated with smooth link chain. Chain to be free of P " W' s n ion t nn r tie eat m h cont act amount axes t that the subgrade condition end fill material can be inspected. engineer of any discrepancy o: other problem. Drains in 4. Tilt-up walls: Panels placed inside tarn-up - light Sento or Berryfast systoms comprosed of 1/4 id y protrusions. furnish chain anchor to hold door a y ore then li o[ t e r P Obtain tom action teats it re ui:ad. sued areas to be cast iron soil pipe or Schedule 40 to a and 16 au a staples with 7/16" wido crown and 7/A" •""'� it Head not be leas than $5,D00.00. contractor shell be P g P P y " Grind andrill "downside" Tool edges around openings, P 9 g P height, s responsible for all (oases (cost) due to deductible. PVC. Drains in landscaped tionareas andmwithecompactoto�draln' " to ea nllo �uachaedgeiandtcentetlineeofpeach9feltrstzip. ]• Counter-balance with torsion spring. Spring type stops. panels for smooth, even final y' 4. L,orkin device: Dead twit each lamb with padlock 7. Salact FLI1: Series 4ti with AOA comps eppeersncri. Repair chamfer edges and ramous fins. F111 and P 9 9 E. EX ON of SITE AND-QQNTRACT J14ChMEHT1 a. Under building: Clean sand or 1 1/2" - well graded verification. Provide clean-out at each downsPouc. Use smooth voids. After primer coat a[ poser, inspect find 5. Provlds two additional reinforcement plies plus cap at all AK1Hl11I prnvisiun. 1. Contractor shall examine the site where the rock , co be r-lean crushed rock (less than 54 passing 200 sieve), branch fitting with threaded plug for clean-aur. repair to remove any remaining defects of exposed surfaces. . cants, curbs, vents and scupper r.penings• 5. Finish: Zinc-coated and rectory primed. I J, i performed and eecertain Lnr themselves all of the physical b. Under paving: Base course of 1-1/2" (-) well graded 5. Footinqe: Screed Smooth. Do not leave rough exposed ti. Before laying bane sheet, cov'-. all exposed metal tie 6. Weatherstripping. Full bulb type seal at sill. conditions and resttictiols before submitting pricy clean crushed rock (less than 5t passing 200 sieve) of Manholes and Clennouts: See sanitary Sewer Linos. aurfarea. et.raps with piece of cap sheet material (granular face notations. They will also make careful examination of the depth shove on plena. 6. Avoid concrete "splatter" on other building elements. down). G. ROOF HATCH q 7, Ca Sheet - Delay in installation• When woathpr conditions ii�iil�uuilui��iUl�l plans, specifications and other contract documents and c. Trench backfill. Unless otherwise specifically c. SanitlacX.Saxer-Llnefi Eg. Columna and wells. Remove 'splatter' where occurs and P Bilco or Dur-Red J-0" x 2'-6" ladder access root scuttle p Y inform themselves as to the quality mf materials. accepted, ell trench backfill shall use select fill refinish to match. at the time of roofing do not allow for the inataltat on o Integral insulated turn. Flash for weacherCight insula[ion. Contractors finding discrepancies, omissions or in doubt as (sand or gravel). Concrete Pipe: Non-reinforced bell and [;gigot pipe the mineral surface cap sheet, in a continuous operation Pivot hinge with counter balance, hold open arm, one point to tri true meaning of any part of the drawings, d. Backfill where finish grade ns above bung floor: conforming to ASTM Standard Specification C-14 Class 1, F. ='j$Qt_ JOINTS AND EXPANSION ,l,Qjf(T;,, with the 2 ply sheets, the installation of the cap sheet ) specii r9tions and other contract documents, shall notify Frea draining granular materiel, pee gravel or rowtd With rubber gaskets in confined roves. spring latch and padlock provision. I!! 7 1. Provide joints in exterior walks as follows unless shall he delayed until gGi2d weather condlYions and then beAU i1r11'II��I�II��I�� the engineer in eutficient rim¢ to receive clarification drainrock. okherWiae shown: heavy (3/4") tooled joint P 5'-0" o.c. installed only when roof is reinspected and approved by the HQH p riot to etertin9 any work. Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall 2. Saw joints where required (sen plans) to he sawn prior to Enginear. Generally, it will be required that the cap 1, Haturials ]. The Owner will not be responsible for any loins, cr fo: any 4. Top Sail: Natural topsoil from on-site or as required by ba PVc and shall meet the requirements of ASTM D-J03u crscklnq. Saw t° 1/5 slab depth as soon as work can prciceed sheet installation begin oral after 7 da s minimum dr unanticipated costs which may be suffered by the Contractor Lha plane, suitable for growing plants and tree of limbs, except where the ipe cover is to be less than 15", use y y Y Butts - Stanley C-lloor `I IIf P P without raveling. weather and good drying conditions. It will be dAlaysd Locks - Schlage, Lovon design Flush Ho as - Ives Iu111{I�III�IIIfIt in regards to conditions pertaining to the work which era roots, and rocks over I" diameter. Remove any excess Schedule M1D PVC. 3, Where plAstic strip (zLp-strip) control joints are allowed, until very good roofinry conditions exist. Cylinder - 5chlage Stops - Ives Ill I(li�ntractor, including conditions that can be Sean on concrete or debris Crom planting stens. Cut end remove any set straight anA vertical. Use a quids to form joint Thresholds6eaerpII { Ihi�l�lhn"specifications, paving mora than G" behind curb in planting areas. Concrete Manholes: shall be fabricaepASTM C-47A (slot) in concrete to place zip-strip. B• =ET_METAL AND Fr.ASHINI I geotechnical reports, etc. that are available to c ha Contractor to lace and rough trade topsoil for tilling and end shall be 4A inch diameter with a 3 foot eccentric 4. Ke ed pinta. Where keyed oints are rn wired or allowed, 1. Fabrication and installation of sheet notal items to comply Push Pulls i KLckplates - T ca Cantrsetor. final gradinq by Landscaper 1 P y eons over standard sections. Where msahole depths stn Coordinate butt air¢ with requirements of K.D. tames. -- - followlpracisely the key confiqurations.q Use premolded with SMACCNA "Architectural. Sheet Natal Manual" latest All hardware to be U.S. 26D (626) finish (satin rhrome) a. Thess specifications may include material and/ar not adequate for cones, use B inch thick (Stets Highway) plastic keys only if configuratlnn is maintained. edition. S`![ performance speclficatians that may not be part oC the 5. Compaction: flat top slabs. Use standard cast it'on frames and 5. Doweled pints. Where doweled q P q YP P except where otherwise Hated. A o coordinate work by others. Selection of compsctfon equipment and processus shall be covers for storm and use watartl ht standard cast iron 1 joints are re aired or 2. Co in a: T teal co legs to Ue 24 gauge galvanized and *�---- contract but will be needed t 9 allowed, take pr¢cautlons to maintain perfect Si7udLfi fully shop primed or prepainted with factory applied , �� Contractor shall cbe needed hos work Wath the work. by the sole responsLbility of the contractor. frames and covers for snnitery sewers, Alienment- All dowels material to be saw cut or ground thnrmosettinq acrylic, color as selected. a. Locks of all doors shall he master k(yed i.o a single others to provide miniroAl delays to all parties. Prepare areas to receive "structural" or "select" fill smooth to maintain cross-section et ends. 1. A11 downspouts, flashing, vents, etc., to be 26 gouge or ae System. by compacting subgrade. If subgrade moisw re content is Corrugated Manholes: Shall be of the same material, noted on drawings, galvanized and oho? primed or b. Prepare a keying schedule and coordinate with Owner prior F. SHOP DRAWIHC p SUBMITTAL not suitable, confer with engineer and condition gauge, and coating as the corrugated pipe. G. QQIICREIZ CURING�(D.�EALFR prepainted. to keying lecke. 1. SUbmnt shop drawtnys of portions of the work indicated in material to near "optimum"and compact. 1. Preparation: All forms and excavations to be moistened 4. Guitars to Ae 22 gauge galvanized steal, shop primed or c. Provide a minimum o[ 2 �$� keys for each lock Ln individual sactinns of this specification. Unless c. Install materiel (exe:ept topsoil) in lifts not to exceed 3, Execution. before placing concrete. prepainted• buildings, each master end grandmaster. Deliver kayo, with pji I ted oho drawin s shall be provided on the 10" (louse) and compact with suitable roller. and 2. Curing Compound: Burke "spartan-cote" With 14% solids ar 5. Gusrantes watertightness of roof flashing, rppings and permanent keying schedule shawinq key marks end doors 1 ( 4 f e otherwise indica p 9 1i u a c folloving: d. Minimum density (par ASTM D155') as follows: a. rawer Clean-Outs: Shell be installed in Che storm approved. ecuupers for two years. o er riot to occ n i a. Prefabricated structural members and components. ianitary systems where noted on drawings (Co) and where ]. Exacutlon: iparated, to wn p E trusses, C.L. nr Lam beams. ARRI1SCLlsO 7) epecifl rally required ray the governing code. Clean-outs a. Siebe un Grade: Seal interior slabs with two coats 6• All shoo[ metal work to be installed in manner to maintain • 1;&te9aLC_SGhYCul€ I 7 f 1 y curing compound. Apply first coal immediately after weatherti htnass and rovide a [finished, smooth, unwrinkled �- L.ock D53 PD 1�F1_llatal..._l lag 111 + R b. Standard Steel and Mnscellaneous ste(:1. Beneath Foundations 92% in exterior paved areas shall be JOSAM SAA60 heavy duty appearance. Provide concealed clip at front (outer) face Lock U57 PD p c. Reinforcing steel except dans on grade. Beneath Floor 51a s 92% cast iron access box with secured cover, anchoring d. Structural a stems, elan is finished. Spray edges as soon as forma are tie atherstn ppiny - PFilaPs y Beneath Pavements 9290 (112) flanges, and cast iron clean-nut with serrated cut-art removed. Apply second coat at 90°to first coat when all of copings. I e. Storefront Retaining or Basement Wall Backfillsections and threaded bronze plug. Provide an lA" trades are finished just prior to occupancy. Floor is -7. Joint•i to be standing seam at copings flat lack seam aC Lock Guard No. 1A4 (Lor-k Astragal) � f back wall flashln Where re aired for thermal movement at Rain Pup - 14t�0 x lA" (at frameheadl ` e f. Overhead doors. fSee note b¢loW) square Uy 6" thick concrete ped around the clean-out. to be cleaned and hydro-Washed before second coat, a g f q. Casework. Interior Footing and Wall Hackfili 92t b. Wails: Single coat. Far concrete tilt wall panels with oth¢r flashing, lap 7" and seal with Vulkem sealant. Hurts - FB8199 a-t/2" x a' NRP 1-1/: pr. s 2. Submittals to be rovidcd prior 'o beginning fabrication. b. Bedding: Bed all crushed on a 4 inch thick lsyec o[ sand f N p p Utility Trench Backfill or 1/4 inch minus crushed rock. inspection of the light broom finish, apply, sealer immediately after blued stop - 401 Allow 2 weoks fof review and rete-r, of drawings by Upper J ft. beneath pnvementc, slabs water is gone. Spray face (edges) as soon as forms are C. KETAL ROOF NI G AN1LSillIH,Si Engineer. of Structures 92Y excavated trench by the Engin-.ter may provide for the use removed. 1. Roof and siding to be pref finished preformed standing seam Uoor &ittom - 222AV General Contractor Lo review submittals before transmlttinq HeloW ] ft, beneath pavements, slabs of compacted native materiAl far bedding• Provide owner panels with all required Cully concealed attachment, Door Trp - i77V to Engineer, and piece his reviev stamp date and marks on Be structures 90% with deductive alternate for use of native beCding c. Footings: Single cost. Apply as soon as blued water is flashing and edges. A.S.r_, Pacific Profile H-2, or es all eo les. Jn Landscaped arses above pipe zone A56 material. Bedding shall be removed to the necessary gone. approved. h. Storefruat_117ors r3inalel P one depth for piping belle and couplings to maintain contact 4. Wet Curino/Membrana Curing: Contractors option. Any Closer - LCN 1460 surface mounted { Landscape Areas of the pigs on the bedding Lar its entire lengr-h. concrete may be wet cured or membrane cured, subject to 2. System to include all flar.hings, reglets and edges. G. SPESIlit. INSPECTION AND TESTS Fabricator and installer to jointly quarnntee weather and Lock - Adana Rite MS 1A50A Inside thumbturn and I 1. S Eicial na act one a t s e E L ear o Note: P approval of the process by the engineer. (eq. footings may watertightness of entire assembly for a poriod of two years Locked/unlccked indicator. p 1 p L rad est as requir d by ng n r be cured by caverinq Lightly with visqueen.l f 1 a attention to baso rock and a.r„ paving placed c. Precover: Cover the pipe to a minimum de th of 5 inches from date of substantial completion. systems. - Schlage. Compatible with 1 ^k and keying [1 Lnrnl jurisdictions are to be performed by an independent (1) P y 5. Hot Weather/Cold Weather procedures. Take special 4 a e ainst :pesters at overhand doors to be sure to with compacted sand ar 3/4 inch minus crushed rock. ]. Submit shop drnwinga for approval showing all panels, systems. 1 I t sting agency and paid for by the Gwner. Contractor to 9 ins action of the excavated trench by the Engineer may precautions as appropriate during adverse weather joints, asoma attachments and flashings. Febrlcakor to Siqn - Door to remain unlocked during Uusiness hours I verify requirements for these with the Engineer prior to achieve proper compaction. P condttlona to achieve proper ttnish and curing. Review I y be Lnnln ro act and be tea onaible e E contesting a enc (2) Use llyhtweight, menually-yuided compactors within ] provide for the uan of compacted native materiel provide attachments su'ficiunt to resist wind uplift. j y q p j p q y precover• Provide the owner with deductive alternate placing procedures with engineer When 24 hr. forecasted j f with adequate prior notice end to allow full access to feet of all walls. 4. Panels to be 24 gouge galvanLzed steel, roll formed 1 work. Generali testis Will Include soil tom action (7) Where conflicts occur between the above values, the for use of ser-i,e precover motorial. tempPreturas err, below 40°F or above AO'F. minimum standing seem and lap spared 1A" n•c. Form ends of 1 `` In addition to ACI recommendeA procodures, provide water i �, Y g P p! concrete and roof framing moisture measurement as well as highest percentage shall govern. sprinkler on all flat work when temperatures exceed panels to provide watertight fl�shinq lap at wails, siding where noted in individual sections of specifications. e. Compaction Tests will be accomplished by owner. d. Backfill: All backfill fur site utilities shall be intersections, hips and valleys. Sealant of joints to be 2• Testis erformed rat contractors' option to he aid for b Contractor shall be responsible for all retesting placed in layers and comparted as requirad by paragraph AO"F• compatible with panel lin.sh and match color. i (a. contractor. P P Y required by tests not meeting specifications. 2E• 5. Finish to b¢ of color selected frog manufacturers full Contractor shall assist in scheduling test. range. System to consist of .2 mil baked on epoxy basoI I P;- e. Grading: Following backfilling, grade trenches to the coat with .A mil baked-on silicone mod ifl¢d polyester 1+ level of surrounding soil. All excess soil shall be ttnish. Interior side finished with epoxy primer and DSV SIGN "' �11 H. TEtlYLfiA13Y FACILITIES -1--=- FIH1;iHL:i i , i. lSi1.,SlSts.1'he Contractor shell ba solely responsible far disposed of off-site, unless otherwise dirocted by the barker coat. all other temporary facilities includirq all sanitation, F. A,yPHALTIC CONCE__PAYIHG PPB valet, electric, sic. Contreetor to pAy costs of all 1. Proof roll subgrade to verify stability. Notify engineer Engineer. A. s±YP.54Ri_@S1AR11UJ - utilities until the time of aubetano pi completion. to observe rolling. Remove end replace with compacted D. QAULKjLIG11HD SE L�INC 1. Interior Aoard - 5/A" thick, U.S. Gypsum or Kalsar. 2. rantract. r a properties, suitable maternal, all soft spots encountered prior to J. DT:r_AdLED ACQE511Li QtAGE 1. Caulk all )pints aetwaen concrete panels, wood siding o sh 11 keep site and steintint prop et 1. sign to be metol panels with permanent contrasting cheractera a. Water resistant board - Provlda et restroom walls and 11i". atrsets, sic., clean and free of debris and eties,organized Co rocking. y P UIYZSZQI9-4 HAS Jill panels, Aisaimilar materials, and around all door and vithin 4' of sinks. /� r Base material to be select fill ao specified above. and back round tom lying wits State and local regulations and NU ITEMS window f' imes and all other locations as required for r �/ )! I, V/ h minimize affect on neighboring properties and tenants. The 2 suing. AOAAG requirements. weathert.ghtness. inspect joints prior to installation. .• Gypsum soffit Board - U,.'.G, exterior gypsum board, 1/2" } �, streets in Particular shall be kept clean of mud, rock, ]. Check finished bass cork for slope before starting p I err. Notify engineer before proceeding with paving iC any site 2. Prnvide freestanding sign on metal post in lendscspe area Remove all loos¢ material, dust or foreign substencea thick. adjacent to sorb disabled accessible parking space. Embed within joint. Installation will indicate acceptance. ]. r_ontc actor shell provide access to the site and safety areas have :muff iciest slope. (Lees than la) to 3' n oat in 6" diameter 12 doep roncrets fill extending ' 2. Provide backup vinyl or rubber filler rods on all joints N ], Accessories: Provide petal corner beads and fasteners as ( '%j4 ►tart c+tdes, etc. Ln comFlianco with all safety cequiremants 4. Asphalt paving to be Class C mix (ODOT), 2-1/2 thick P and ,rades, etc and goo'. construction tactics. unless otherwise shows, on drawings. Deliver and p'.ace below finish grade. art of over J/A" depth. Backup rode to be minimum required. Provide square metol edge beads at all exposed p ]. At all exterior pedestrian doors that ars r1S1L P O asphalt paving in accordance with oDOT Standard 1-1/2 times joint width. Comply with sealant board edges and where 'nutting dissimilar materials. tI I. T69Y9RlH1L BRACING Specifications anises otherwise approved. accessible route to building, provide sign mounted on door manufacturer's recommendations. 1 y. 1� ca rirainage (unless with legend: 'Acceas:.bl¢ Route' in ]" high letters and 7, Sealant color to match Arijacent materials. obtain q. Finish ) 1. Contractor shall be solely responsible for the Cosign and 5, Slope all asphalt paving 11J1I11II11tID directional arrow toward nearest accessible door. engineer's color nppcovnl prior to nrderinq. a. Tape, fill and send for smooth t.nish at all soffits and I installat on of all temporary bracing, shoring, anchors, otherwiss shown on drawings), etc., inti acing, but r,at limited to, wall and roof bracing, 21AVISION-1_l1E'TAL 4. Apply exposed sealant after storing or mask :;aslant bends Interior -allied awarehou except as noted below, lifting end handling inserts and devices, trench sharing, G. STitlllH.G P b. Interior 'ells at warehouse, elect. ical and riser rooms Corms, ate. a Traffic and atkinq stripes to be ]' wido, color white. co prevent painting over except as noted at exterior and wai a above finish ceLlinga to be fire taped only. 2. Contrecto. snail consider construction loads whenever such Paint word "compact" in 1-1/2" X G" lettering in stalls A• StFiHFiBAt plywood siding. Verify compatib'lity with paint if seAlant ( + All struc7ural members to be fabricated and supplied in applied after. B. PST loads are in excess of normal design loads. Particular designd'od, 8ccordarn_e with AISC standards, latest edition. Submit shop 5, Materials: 1. Manufacturers: Plttshurgh, Pratt 6 Lambert, Ameritone, ! T. attention should be given to concentrated loads on root and provide si nage at `disabled' stalls to meet state and drawings of columns and miacellaneous steel. s. Concrete and masonry wall joints - Two part low modulus Rodda, Fuller, O1 H oar from such items ae varkmen, wheel loads, storage oC g Y non-se Pol ymp/c, Sherwin-Williams, end Dutch Boy•; localaandards. Cross strip landing area/walkwn within T q yurethane rubber. All calors and sheen as selected. Conform to UBC flame Ulm IJ1"9i�_=cItFTF 1rHD R NFORCING 1 MATF.A AI.3 b. Door and wLndoW frames - Silicone rubber, non-acid, s read re u 7 materiels, err.. Contractor shall be solely responsible for stalls at 121• on center', color White. p q irement. Provide up to flue 5 foot wide full 1 < 1 all sharing, bracing, cribbing, are. reyiired to support 7, truss stripe all Paved abrupt slopes exceeding 50k slope 3tructurel steel Stenderd shapes ASTM A-36. porous bond type at joints tbutting concr¢te or masonry, buLldinq height paint-outs of extorter well showing all with safety yellow 3 wide stripes 6" O.C. A. 9ENERAt. 2 Pipe: Welded and seamless pipe ASTM A-57, acid non-porous type elsewhere. colors Cor an loser's a rovnl before starting work. I construction loads. ++ y Pp 1. All work to comply with ACI codes anA standards. �. structural tubing to iia ASPM A-500 Gre,de H fy = 46 ksi. c. plywood Siding - Silicone Rubber, palatable, apply prior 2. Exterior: t J. CMQJrCT_,9LQSBQVT 2. Inspectloni=/Tasting. q. All t•�lts to be ASTM A-307, provide vl:andard washers under to painting and tool smooth. a. F.eLCQfiI�. dalyanlzed metlhS.l Prima - one coat rust 1. Record Drawings. H. Fvmc11D -ONCAFTE CU$ILS e. Owner will r_oncrete ins Pctor and ,i. Maintain a record sat on site during all phases of work. 1. Curbs to be no-slump 7000 psi minimum compressive strength provide a part-tjlpg p bolt heads and nuts in contact with word. inhibitive rimer (omit if oho prepainted); will conduct laboratory tests ae required t.o verify 5. Use 1 A" x 2-1/2" Ramsar at " O.C. for attachment of E. INSULATE p p primed or b. Accurately record all Pield cha30 nges as they occur. Show at 2B days. / 2 coats ¢xteriar alkyd enamel, semi-gloss. Paint all Linnl location 2. S r¢ud ¢ oxy bonding agent such as Concrespive N106N or compllnnce with the project specifications. Contractor wall plates to concrete floor unless otherwise noted. 1. Roof insulation: all concealed changes in the work and the p P shall be sol el res weather exposed focea o[ flashing. Prefiniehed flsshinq of all utilities. Underground Utility as-built drawings approved equal over surface to receive curb. Install curb y possible for compliance with the 6. Drilled anchor bolts to be "Paratwlt", "Kwikbolt" or a. Testing: Do eat install roof insulation under plywood (marked up blueprints) shell be submitted as soon as the within 20 minutes after applying bonding agent. specifications, approved equal. until Crominy and plywood moisture content is leas than on inside parapet valla (not visible from ground) do not h. Contractor shall he tee oneible for an extra concrete Field paint. P Y 7. Welded electrodes F.70%X. 16A. Moisture content to be tasted and certified by b. (Callow Metes dooj'g. and fraille9. Remove an rust or scale work is completed and not later than the request for ]. Provide joints as required. sampling or testing such as field cured cylinders for I t payment for the work• 4. Apply curing compound to all surfaces immediekely Collowinq dotermining strength for lifting panels, etc. inAepsndent testing facility. Teat to be performed upon Y C. WELDING lywood, sun attics and utiles in minimum of four and apok prime as required. Two coats exterior alkyd l y 7. Tolerances: P P P enamel, semi gloss at all surfaces. , c. Deliver "record" set of documents to the Engineer on da Usecement. I 5. Use caution in atartinq work that requires traffic on fresh By certified welders, comply with AWS epecLficattons. locations on roofs up to 20,000 s.f. with edJ+tlonal c. QgytQneta,�yllsum s4LPlt - Painted;- One coat alkali I , oP final completion. e. Floors: Maximum deviation Crom n 10' atrelghtedgo Retention. Retention of a portion of the payment due to placad asphalt paving. Check condition oP paving and 1/4". F1ooc slab thickness minus 1 4" to + 1", test location for each 5,000 e.f. of roof arae. 9 the contractor will be withheld until till of the following verify schedule for start of work with Engineer. / D. SHOP FINISH Certification to be race+ved ray enryaneer prier to start pruaf primer-sealer. Two coats acrylic latox paint, low I � r^ Maintain smooth sub rade without abrupt changes in gloss. Final coat t° be rolled on (q rayed and I M N' 9 i. Shop prime al] expvaed surfaces (not to be embedded in of installation. backrolled at contractor's optlor.) ( W 1. are providsdt elevation. concret¢) with grey oxide primer. b. Material: Fiberglass hatts with R•-value as shown un Mask or rut to Lnsure steal hf., smudge-free lines at r a. As-built drawings ate rovtded• (Pe meet for I. alIE_SITILlTIE& b. Wells, Columns: Maximum deviation from plumb ,, 1/4"• 2. Do not mint metals within I" of e[ees to be welded. drawtn a with sa stern vhite vin 1 vn or barrier at q i E P y � �/ underground utilitlea Will normally regatta as-built 1. General. c. Ti's well align Maximum deviation 1/4° (1/A° p point Ln field at welds or lucition whe g P y paint pattern edges. O drawings be provided.) e. The work to be provided by the Contractor shall consist across 7oints9. 1. 'Couch a paint randitioned side. Vapor border to Ileus flame spread b. Equipment brochures, operating instructions provided. of furnishing all labor, materials, permits, aurveyinq, 4, Submit oho drewin p has boon removed or demaaed, rating of 25 or leen, emoks enmity rating of 41,0 or I c. T,len waivers provided. supsrvieioh, coordination, and equipment necessary for p qs oP anal relnforcinq• 4. Any steel lneerts protruding from concrats work co be loss, permennce of 1 perm or lees. 1. Interior: 06 a. General - One coat, alr.less spray toff-white latex) on: I r/�`// _� d. Wnrrnntiea and guerentees provided. the proper installation of the'storm drainage, sower B. FS?RNNStBK.AN12_aHDR1MG ground flush, primed and painted. c. Install insulation tigit to roof sheathing. Staple l_ e. Contractor and Owner unchlost cocrertions r_omplste. system, end the wet¢r systems that are Lndicated on 1. inside face of the exterior concrete walls + P 1 Contractor shall he spiel res onnible for providing the E. LIGLIT MFTAIa_hHAFIjNz vapor barrier tightly to roof framing each side without 2, gypsum board plywood walls in the warehouse including f. Certificate of Occupancy from Uuildiny afficimpl these drawings. The work is to be completed so as to Y P 1. Steel [taming shall be installed as er ASTM c'154 and as vrinkles or sago. squr a cut and attach nods far neat hone numbers. rovtdu properly function systema that are sees sole to necessary formwork and shoring auitaUle for the conditions warehouse side of oPflcee i • Q List of subcontractors with currant p Involved and tom atlble with the finished a enrnnces. per detaLls. final appearance. Prov, niredrt wires for ed pattern 7. electrical, telephone and riser room walls i 3. Clans. up: All areas of the building and site are to be the governing euthorltles and indicated on these 2. Ground Forms. To the extant practical aJl pioolated and excvaper inrr1er where regr.Jred with staggered pattern //�� z. Nr, gauge screws to he used to reenact metal framing except b. Natal doors and frames: Spot prime as necessary, 2 ' � U finished, cleaned and sultnble for occupancy and/or use, drowings, „ as noted on the drawtn s. not exceeding 12" ware spacirtq• coats elk d exterior enamel, semi-gloss. Remove stains and wash glass inside and outside, Remove b. Approvals• Dtiferent jurisdictton4 may prehlbit the use faotnngs should ba ground formed" or partially ground q t dirt etc., of serrate construction materials and/or procedures. Do formed. Clean all ground fnrmeA footings by hand and ass 2. Exterior Well and Sw[flt Inaulat..on: c. Nota: Color of metal regietecs, grilles, ladd¢rs, ` W1I1 9U. foreign roatY.er, marks, steins, foreign peen caution during concrete placing to avoid cave-ins. Ftberglase blanket with R value ie shown on drawings. railings, electrical cabinets, piping, conduit, etc., to from all finished surfaces irside and out, hardware, no work without approval from the proper jurisdiution. P g Blanket to iia faced on conditioned side With Kraft nattier 7. Chairs for reinforcing steel shall be adequate to securely where covered b match adjacent surfaces. a �� fixtures, equipment, et.c. Cost of changes incurred vhen work nae proceeded without support and hold roinforciny steel in place. For concrete y yypsumbonrd, F•25 rated foil Uarrier where 4. Prior to occupancy of the building, the General Contractor, jurisdictional approval shell ne the sole expense of the elan r grade and tilt wall panels reinforclnq shall be shown to remain exposed. Mechanical and Electrical Subcontractors shall schedule enc' cotttrartor. . partmetar insulation: Rtqid urethane or extruded 1 conduct an oraUJ nnCation meeting with the owner. Demonstrate c. Safety. The safety (as it relates to this construction supported at not less than aA" C.C.ocF,.w. polystyrene with minimum R-6.2. Lstoll at sxtstlur operation and maintenance of equipment and deliver project) of workers, neightiore, and passers-by is to be C BFIHF4AQItlQ perimeter cf interior slabs where indicntod. At slab over operating manuals. Q. the responsibility of the contractor. Unsafe conditions 1. All reLnforcin to be A615 Grade 60. 111MLSI-QW, CAREUTRY insulation, provide premolded fLllar with vinyl or butyl 5. Prior t° occupancy of building, deliver all keys and keying shall be ldentilied and r-nrrected or, ldentofLed and 9 cep flush vtth floor except whore covered by wall tarring. e schedules to the Owner. secured. Work methods that may reuse an unsafe 2. verity weldability of aJl reinPorcinq to be welded. use A. HQCLG11-CARPENTRY 6. All corrective work and the "closeout" shall occur on a condltl.on to exist, shell be ay Ca at all costa. only low hydrogen IE70XX) electradee. I. Lumber species and F. SCiYLZGflT.c V) J. F'ohricato and install reinforcln steel eccordinq to the P grades to he as follows unless otherwise 1. Uoublo acrylic clear dome units. Mill ttnish aluminum 9 shown on plans: (Per UBC) perimeter frame with interior condensate gutter for 2 x 10 timely basis. d. Drnwinge. Drawings provided are haled an reported s1t.e Manuel of Standard Practice for Deteillnq Reinforced a. .Joints, beams i stringers. Douglas fir N2 unless conditions end dimensions. Artuel sit¢ conditions, or Conr•,ete Structures" ACI Standard 715. wand curb maunt(nh Acrylic .nominal to support (40 psf X. CON STRUCTIQN SCHEDULF[Fl t• TNaPFCTIONS dimensions, may vary and any Saab vartotton should be a. Provide 2•-0" x 2'-0" corner bare to match horizontal otherwise noted reported to the Enylneet at the earliest opportunity. b. Rucks, blocking, brill loading). Skylights to be of nominal sizes shown on DIVISION 10 S_PECjAi,TlEg 1. Contractors are normally requLrod to submit a schedule for relnCuretnq Ln poured-ln-place walls et all corners and g, ging, hotter Fir N3 or drawings. the completion of the work ae pert of their proposnl. The Unsnttcipated conditions may require the revision of a Intersect;-)ns. 6 mire. Netter 2. Attach skylight frames to curbs with ga':ketel ;crew;. A. QDCK BLIMe):H4 completion of the work on a timely basis 119J1fllly has a portion of these drawings. All dlmenalons shall bo c. Stripping ^rented 2 x 4 Douq. financial impact on the building owner end roneultanta. It verified in the field by the contractor prior to 5. Provide the Collowing retn[orcinq around well openings ]F" x 10" inmtneted rubber bumper. 6+' thick costa ructrd with _ _ _ Ir�rger thou 30" x ]o". Fir N3 or better G. [(QQF-._yE(9�pILAT4B3 steal angle frames. Weld and/r• pnrotxilt to well. - � - Ls also In our interest (Owner/Enyinser). fabric�tlon or construction of any portion of the n d. 2 x 4 Studs bouq. Flr N2 ar batter Galvanized rotor root vents with o era) 1e dam er. Provide a. 2 N5 over x opening plus 2'-o each nide. K 13 y P P 2. At the point of substantial completion, Contractor shall pcopustd work. h. 2 N5 under x opening plus 2'-0" Hach Dido. Q. 2 x 6 Studs with operator cord to nearest column or tall and lip located ri.3ti[y Engineer (in writing) of the anticipated schedule e, permits. The contractor shell arrange and pay for c. N5 each side x full story height, Doug Fir "Studs or better" 5'-0" above finish floor, size of vent throat to be 12" or lnepections. The Contractor shall complete his own ermlte, leas, service chergoe and ecutetaons end shall i. provide 90 degree hook for Wars at openings !f f• sills, costa, plates, Pressure treated final inspection and reinspection to check off completed present the owner with a properlype "Certificate etc., in and too With Dobe Fir N2 or diameter unless otherwise noted. " ltcation for payment required extension peak opening cannot be nn¢d. �_.._._-._ work• The Uwner/Engineer will then make a finAl inspection of Inspection , prior to making app 6. Provide 2 N4 continuous bars at top and bottom and at concrete end root curbs, better nty1, " using the Contractor's punrhitst. for any portion of the work. discontinuous ends of all walls. cents and ostlers. ]. Services to be reimburoed by contractor. f. Codes. All work methods and motorial shall conform to y. Pasta, columns (save) Douglas Fir N1 n. Time required by OwnerjConeultahte niter ] weeks beyond all local, state and federal requirements, requlot.lons, time provided by the contractor in his proposal for end laws. echtevinq final eompletlon, b. Reinspection of punch lLst items that require more than one reinspection. A 4 1 __ w°n°.."w,,.v,...-...r.-,..«Q....r...•,«..n"«-...w,,.•..,,.....,r-w , --..,.,,:....Omwno..*.O �..•.vn,,...-.� __ NUNZIKER,5330 r�ee� OFBUP 92.0348 80F12 $ IF 'PHIu bOCUMENT I5 I,);SS 1j T T1i1�1 ��I 9�5_'t °•`` 1 t I t, I 1 LEGIBLE THAN THIS NOTA'T'ION, - . '* _- _ 67 8T ._ 0 11. 1G AUGUST 3� 1; 1 No.9e �j`�.a=:. IT IS DUE TO THE QUALITY OF 11 -011-1 -- - - , CIIB UItIGINAi, bOCUMEN'i'• F S Zg� LL9LI16 �L1<LZ -8�T B�i� LT 9r 9T .I� tli ST Zt I .ii i 8 L 9 9 `S I L i,ll, cusIIN iIiIIIIII IIIlII111,1U1I1111 IIIIIIiU 111114111 iIIIIUII IIIIIl1U iill�llll IIIIIIIII IIII1111�1U1 llll�llll 11111111 Illl�llllhllll3OX I IIIW�I llll]1W IIiIIu ull�llil Illlllllllllllllll IIII II�NII i I Y >L r {;,vt I. VVZZ)) fi V} I 0, y� C I v Z� I �/ ry p. /�N p /►� i7' IfrN 6� ` _ -� C -E7 Y' i, � " Iy�' _ Cl'-f(/ �N 41 �N 121-IL."q a,�ll •_®' II'..ON 12'-1L"" IL-V" III-TVI -VII 41-©I' Ii1�V• 4'-I(I V-t4!" Ia'�" '11-4" r-- OPTIONAL OPTIONAL r-- �' WINDOW 2_0. P J, :�,, P`J. P J. WINDOW PfJ 1 ' I � I W I I i c, I j I ' '�• I I I I - F. 7 � � I I 1 1 -►-. , I 1 - -@" .FTG.T O.FTG. IQj . FFTG, y . . .\q2 10 I II G• E -2 �5+1�� /� S-2 �S 2 �� I -2 Q rr) ._ e i '/ un \ J l _ _-_---_. _ _ _ __ ______----_-_-__- .-_ _ _--_ -_-___..--_ ------------- ---- _ ___ __.._ - S � B\ I G G - - � ; ^ I C _ r - ---------- ---, , T�_ 13 1 �, --- - ---- - ---------- - - -------- -- -----� ---- I --- r----- - -------------- -- - Z l ; f - -- ---- - - ---- - _ ... __ -- ---- - I I PE121MVER INSUI.-ATION C+' __ __ _ G17 G 7. L-_ ___ ----- G J PER INSULATION N I Z SEE 13 SIM , [ �._ -- � 1 _.�, �� r- -- E . - 1. i S S� 0 L p a n Z z W W W i W 1 , 0 W z cr ZU 532 > � (� z LLI ` 5" CONCRETE SLAB WITH 014 AT 48' O.C. 1 I EACH WAY OVER 6" COMPACTED CRUSHED ROCK p) (I i ' I � T.O.FTG. 0 --- - _ 0 /'T O.FTa. I I 5-Z L- ---� L_ __-1 6 ,- -5'-6� S..__2 I I T.O.FT,3 I I ' 1 5-2 I 1 ' 1 I I I I i I f I \ I O _ O } h 1 r t r✓ __ � -_ .,_ .. _._ ' --�� I I ■ { I- i I S T$. 9 X 1 X 3/16, I \tc COLUMN- TYPICAL ' I I ' I ' I I I ,POUR STRIP A5 REQUIRED GONTROj_ JOINT TO BE ' CONTINUGlJS THRU POUR STRIP- TYPICAL r I ' j- - - _ _ _- -._ .. .. I ----1 REFERENCE _ �� FOUND�TIDN Pl..r4N _ E NORTH � G"C'.'BLDG !r P" = I'-m" C �UMN o4ND FOOTING SGHEDUL'E FOOTING REINFORCING NOTES 5'-6N X 5'-6" X 18" THICK 5- I5 EACH WAY �-- _ P-16" X 14" THICK __T2• 05 TOP -BOTTOM (1[ 0 LESIGN SOIL PRESSURE: 20M PSF % W W TILT-UP CONCRETE WALLS SEE SOILS INVESTIGATION BY, CARLSON TESTING v �.�G, INDICATES DEPTH OF TOP OF FOOTING DELC?W FINISH FLOOR L[ ly P 7. INDI%AYES PoNEf_ ?DINT- SEE`5� 532 T ' V C.I. INCICATES CONTROL SCINT- SEES'20 S==S INDICATES FOCTING STEP- SEE�5 -2) LL T. INCICATES PANEL TYPE SEE SHEET S-2 1.4 IE SCALF PRW N, 1118,1=11-0 811=11-0 120225 DRAWN NF 711 VLMK PLOT DATES: 7/31/12 12:20.15 HFET 8/3/92 14:54.51 8/4/92 :311.1 6 s/v12 9:39.10 I S 8/11/12 15.31.38 7G:15�-' 12i�3.'92 13'2.31 11F • v HUNZIKER,8330 BUP 92-0948 9OF12 IF THIS DOCUMENT IS LESS 11TT�P I TrT (1111 T T 11T1T IrijT�i �� 1995 t _ �r�t- �r�r�t �t�r� I i 1P r��T I � �� Y LEGIBLE THAN THIS NOTA'T'ION, � �T�� I � - � 1U1 AUGUST 30 ' � Y I IT IS DUE TO THE QUALITY OF Q No 70 �.�... THE ORIGINAL DOCUMENT. LE 1 IIII IIIIIIIII Ilillllll IIIIIIIII IIIIIIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII llllllTN,l�lll I111�1U1 IIIIIllyT l�lll >1 x el ` 9 �1111 11111 i1u�uli 1111171,1111r; 30X FOR REINF:42CLN,s (-ALLEC OVT E4C" --- 6-OC•-ATE ONNECTION AT MID-HEIGHT AND I'-0" BELOW FACE (E, F ) LOCATE '" ►AAX C,_EAR � 3c� " TOP OF FRAMING E'..'T")M 701° OF FRAMING (2 CONNECTIONS PER PANEL JOINT) OF EACH PANEL FACE OF PL YWOOG' WHERE PANEL JOINT OCQ!'2S AT BEAN LINE, LOCATE Cy 3' X 3/84 X I'-O' FLAT E3AK! ONE PANEL CONNECTION AT MID-HEIGHT ONLY. ! � !.2 CLEAfc pRI_4EC, BOLTS 'FAr �I., - _ 2- 3/16 --} --::-1 I OR E x.;L - - l- " �—� I/2' BEaR PLaTE WITH 4- „7BC-TS w1TH I,2 DIA. X I-6 NELSON NOT USED GOL.Mk - SEE PLAN #4 GCNTINUOUS ARUUNC � - - IxITTEfaFL r GOIv1�ECTION: !/4 PLATE x 0-3 PANEL THICKNESS .i �' ,,,r 2 DEFORMED BARS BENT AROJNC EXTRA _ {� �PERIMETER OF PANEL X 0'-8' W.[ H A" 5-OT AND V7' DIA CENTER 1 45 SPEGIFIEC.% _. � i /ERTICAL #4 BAR e-T 4'-0" LONG. HOLE BENC, T?P AND BOTTOM LEGS "N OPPOSING d r TYPICAL PANEL REINFORCING DIRECTIONS TO GZLL JOINT ' BLOCK OUT SLAP FOR COLUMN. FI.-_ i FOR 5 1/2" THICK PANEL - / /EACH SIC)E. CC - i 04 AT I'-2" ON CENTER EACH � ,_ I AFTER GOLJMN IS PLACEC PRG✓ID@ 1/4 0 8 NOT O'✓ERHF_AT 3,/4 CHAMFER AT SURFACE ! CO UMN TO 1* 15O FLjOOR AND TRIM WELD FAC,-4 LEG. EXTERIOR FAGS .� N' •'OuRED DOWN FLUSH WITH FLOOR AFTER PLACING WAY - U. O N. � / -� -0'-8 LONG FILLER RUC BY JOINT 3/160 4" DO NOT O✓ERHEAT /TY- HORIZC9vTAL REINF I I TWO CONNECTIONS FOR EACH / WIDTH +/- I/B'. 3 ` #4 FOL_ HEIGHT e i I CONCRETE. SIDE of PANELS AT MI[ \ 2 1/2" x 2 1/F" x 3/s" x r-0" ANGLE T T"�TC L F-4 NE'_ ED�E EA. FACE. EA. PANEL. CLEAR 1HEIGHT AND -0" BE�Cw l / st r TOP OF FRAMING " INTERIOR FACE \ / DEFORMED ANGH:R $AF25 BENT j FULL HEIGHT AT 24" C.G. �— 2 1/2' X 2 1/2' X 3/6 X I'-0" ANGLE (POURED UP) OVER #4 x 4'-0" VERTICAL 3/4' Q"R O i WITH 2- 1/2" DIA. BY I'-6' NELWN .� HEAVY TOOLED EXE 47 / I C ✓EFORMED BARS BENT OVER EXTRA , / ,! I I "J OMPAGT SAND C r SURFACE POl1REG UP 2 #a E f 4'-0 ✓ERTICAL - GRAVEL. BACKFILL. CC OR �Z i < .� Goa I q�(! 4 NOT FILL WITH CONCRETE _ 1 3' X 3" X 1/4" ANGLE WTTH q oPo 2 #5 FOL- HEIGHT AT EACH lig' DIA. X 0'-b" J-BOLTS SIDE OF MAN DOORS AT 1R• Ak AT 2'-0" I OPENINGS CESS THAN 3'-0 EXTERI';R FACE u O N � � � X T-Q` STOP REINFORCING • • • -- ` BACK UP ROD. 15091; OF + , - FOOTING SIZE AND w 1 NOTG: RUN ANGLE FULL HEIGHT 4T ASL O✓ERHEAb 70'ORS I r tV I —� EXTERIOR FACE U. O. N REINFORCING AT 2'-•$" BEYOND OPENING i -`-" � JOINT WII'�TH _ � ., FOUNDATION PLAN ry I _ �2_,WHERE Z-0 EXTENSION I5 I " 0'-!' CLEAR �;' 3 4' CHAMFER AT ALL -- -I 1,__, f'""-NEL EDGE 4 zLE Ll NOT PCSSIB�E PROVIDE �,L. 3/4 TYPICAL DR2T_ry eL AULK JOINT e . TTT E/PG SED PANEL ECXsES �+ 90 HOOK " 0'-(v ! ADDITIONAL NOTES AT DETAIL. 0--3° CLEAR # ADDITIONAL NOTES AT DETAIL( ADDITION.L NOTES AT DETAIL '-- \ s 5 AT TOP ANC BOTTOM 5"2 s ?) OF ALL OPENINGS EXTEND r - �/ 4 2'-0" BEYOND SIDES OF OPNG 2 C�JWHERE Z-C" EXTENSION IS PANEL CORNER CONNECTION TYPICAL. F*4NEL JOIN?' �= ` PANEL EDGE DETAILS PANEL RE'LNF. AT BE�!�� I..INE INTERIOR COLUMN AT FOOTING a / I � NOT POSSIBLE PROVIDE - - .- - —. 71F - ._.__ 9r' HOOK . 0'-6" C _ S/FDN-3 I I/2 1-0" CS/FDN-4 I I s P w'' _^ S;FC!v-� - ' C_ CDN-4A FINIT.H =�O R N T= PRE CAST CONCRETE TILT JP WALL " C ( A-1c . w= / 3' x 3' ,1 /4" ANGLE WITH 1/2 Gla'.SOLt$ AT 7-0" O.C. �- 4 #4 Dc-WE.S X B-4"r ---A SLOPE 'SLAB 0'-I' IN I'-0" AT `• • AT A'-Q+" O.G. DENT OVER WA..... DAFc C'R JSE '!s DIA THRF c.DEr ROD / Z-C'" ED'sE ANGLE ATG✓ERHEAD DOORS LOADIPIG DOCK DOORS ' 1/2" PREMOLD EXPANSIL N G' - �.TOINT MATERIAL LODP INSERT OR F.-USH Sr+E..�. PANEL EC�+:xE . j " F STEP EXTERIOR GRADE 1'4" REBAR X 0'-4" TYPICAL. TILT UP . 'AVEC -'�- p � - / 014 - ' AT MAN DC`^Fx5 •+"�� TYPICAL POUR JOINT (P7i SIMILAR I SEE PLAN I \ �--+� / AT 4'-0" O C. =-� TO CC"D CONTROL 7OTNT EXCEPT RUN ,SLC#E SLAB C-I' ZN I'-V -i \ �-�-1 ', RE:NFC*_'ING THROUGH 70INT i' ,.T "✓ERHEAD DOORS 4,1 L_ -- -- -' ----- ,----- v�' / � SLAB WITH tY�ICAL REINFORCING _-� -- —�- , z p ,T,'� REINFORCING 0'-3" I/8" XII/2" PLASTIC STRIP SET ` _ '� " 1 r pd(CLEAR OF 7^TNT WITH GUIDE OR SAW CUT. • i� --- �1 I w DOCK BUMPER + /� _ • C?MEAT TED BAG 7 F�1 i" RICK FRAM BOARD INSULATION I " �✓ USE AT EACH - BEND PANEL REINFORCING INTO :NSICf \\ S-AB I-v" ._:� �� oRCING. ( -- ` - - f V F� - — SIDE Of ALL -.USE GRUSNEC • PRCT CT I'=6"TOP ANDBENDINTO Il _ -_, ._ -- UWDISTURSED � Oh;PACTED SANG CR SRA/EL J Z SAWN 7OTNTc 70.N DEPTH AT 5 OF SLAB C)EPTH SuwING _ SHIM PANES AT A-C O.C_ MAXIMUM SLAB ��-- T / _.. -i i l EARTH i` �' --tt4 VERTS AT 4'-V CN CENTER Y fC CC-CUR AS N WITHOUTN AS GONGRE E CAN BE 1d �+ r MiTNTMUN TWRp-E SHIMS SE NEL, aN[ --- Y -'"•' T ' "�'/� GROU' � TT -'PANEL REINFORCINA_ G AT I PA✓INC 'R GRADE � Z SAW _ Z • +'AVEC wITWIN .4 HOURS NG +i - c l MATCH FOOTING 4 .�. STANGARC HOOK BOTTOM - J Z REINFORCING r WET CONTROL_ JOINT (C"J-) W W , f`� _ .• FOC'l-ING SIZE ANG - --- --- SEE FOUNDATION PLAN - - --- � J - .- #4 GCNT T� r �� l 1 '!8" RADIUS T,^c:'�EC EDGE -- ?/4",� I !,,^° KEY TCP in Q .�� REINFORGI'JG - SEE -�-.. ---.,�...-_ 1_ I SEE PLAN \-. .6ND F3-^TTOM SLOPE --_ FPS':tiG SIZE AND REINF �• • • - -MIN OC IN !'-2'" MAX. LOCATE� SEE PLAN '+EDULE FOUNDATION FLAN JOINT AT MID SLAB DEPTH } - -- — _ k - TYPICAL I-COTING AND REINFORCING W i \ • FOOTING SIZE AND REINFORCING n •1 t • I AT FOUN''7ATION PLAN x ly g SLA5 AT WALL / POUR JO LNT 'o SLAB EDGE AT DOOR OPENING 11 LOADING DOCK -- TILT WALL FOOTING STEP STORFRONT ENTRY _ Z C� FDN-!C 1 r-0" -- FDN-ItA " = i' 0" C��'j SFDN-i: 1 a I'_E, C._ FDN-!3 c I'-E" �� Ul COLD KEYED CONTROL JOINT (C j.) T- I� f r I � J Y I'8" RADIUS tOCK"ED EDGE I/2„ X 1'-2'" SMOOTH GREASED I 3 M DOWEL- AT 2'-0" ON CENTER DOWELED JOINT INSTRUCTIONS, I - DOWEL-5 ARE TO BE SAWN OR IF SHEARED GR:NC " EN'7S TC REMOVE DEFORMITIES CAREFULLY REALIGN BARS AFTER TRCwELING SAAB TO INSURE BAR IS PERF-ENDICJLAR TO JOINT IORIZONTALLY AND VERTICALLY -GREASE ONE END OF BAR t' COLD (DOWELED) CONTROL JOINT NOTES: - ALL CONSTRUCTION JOINTS TO BE C'=LD CONTROL JOINTS -SEE PLANS AND SPECIFICATIONS FOR TYPE AND L_OCATION ^F 70INT. TYPICAL CONTROL TOINTS C� I 3RTG' ;RIC' 'GRID GRID GRID 0-RTO iR1I' BRIG I I PE 4 CONT. CENTERED :'N PANEL.\ '/- #a GOVT tt #4 ID I'-2' C.C. EA. w::Y PERIMETER REINF, �� PERIMETER REINF. (2)- #4 CONT. PERIMETEP. REINF. I �ND ERf(.IZ E:14F I UA l2,- #4 CONT Y) 4RIMETER REINF. - 73 I �PLACE PANEL CONN. I -� � I I ' `'-2`" CELOW T.O F. I — AND MID HT. OF ":r #4 EA FACE __ _ I PANEL #3 X�_� TIES ,� _ - -- --#3 X © TIES ,� r- �- — 3- #5 EA. FACE O 1n 24" O.C. TYP, 1C 24' O.G. Tl P. T FULL HES sF+7 FULL HEIGHT _ #5 EA. I-AGE i I j ul FLA-i- HEIGHT > - __—__ (3r #4 EA r'"ACE - — (S)- #S EA. RACE �.-- #3 X �._ TIES - FULL HEIGHT FULL HEIGHT 03 x�9 24' 0.C, TI'P S H #5 L FACE iS 24" O.G. TYP. - - I #a P !'-V O.C. EA. WAY FULL HEIGHT 4 l - k~ CENTERED CN PANE EXTEND - L EXTEND HORTZ INTO PIER REINF �- 04 e) 1' O.C. EA WAY \ �� r 'moi #5 ABOVE AND # CEFITERED ON PANEL. `l ..�" BE..Uw OPENINGS. -- A �' 1'-2" O.G. EA, WAY E/TEND 2'-0" BEYOND CENTERED ON PANEL. .... - EXTENDREHORIZ INTO _ ^ OPEN=NG. PRCVIDE EXTEND HORIZ. II TC - J\ \ ` J ST'D 9P.' HOOK � PIER REINF. FACE WHERE w-©" EXTENSION �2)- 3$5 EA WIDTH�' \�� y _- - NOT POSSIBLE \ 3 X� _� TIES # - - -- _ ---—---- --- - 0"AdOVET>E BELOW _ #G _�. _ _ _ OPTIONAL OPENING 'v. alta X . TIES _. F---- - --- -- --� �' - ---� _.— - 3 _ EA. FACE,' - n/ V S' O.C. EXTENDING ` /� FULL WEIGHT (Y �'"'� OPENINGS ' 7-0" ABOVE 1 ESEl.SwNGS \ i � � - '� 43 r � �TIES OPENINGS -- �...._, 'Q4 �. / / 1 8" O.C. EXTENDING " Ire /" 2'-0" .ABOVE I BELOW - -- \� S 2 4 j #3 X _�- TIES ^` \ OPENINGS it 8" O.C:EXTENCING _ ' #1 TIES ;< It �\ 20" E ABOVE If t9t:LO' - / \ ��..// -2 I .� f HOLD TOP cIN PANEL At ;a° o.0 / 2' � / 8" BELOW FIN. FLi.�OIQ FJL.L WEIGHT _� - OUTSIDE OF SLOG. -- - b-- - _ rArF --- - _ -- SCALE PROD. NC NO*EC `i2m2Z5 DRAWN CI•IECKEU rc >✓� PANEL: t - 5 1/2" 0 PANEL: t = 5 1/211 0 PANEL: t = 5 1/21, 0 � 2" FANEI_! —'/4" - P••2' �/" PANEL2 1/4" _ 1'-0" PANeL3 1 4" : 1' Q PANEL• 1� I/NE44 4" c I'-0" SHEET NC 8/3/92 8:55.21 8/11/92 15:8.2P+ 12/24/91 11'0 35 HUNZIKE.R,8330 BUP 92.0346 ;U OF 12 ( IF THIS bOCUMENT IS LESS �,' I I I �T fr f�T 1�f �11T�r�TTi >l 1T IrIFr _ 4 _ 6 . 8 � � 1 1� 12J AUGUST 30 z 9 9 5 t • LEGIBLE THAN THIS NOTAT10N, �- 11 ! IT IS DUE TO THE QUALI'T'Y OF No 3e THE ORIGINAL DOCUMENT. - 9 r- _-All --�---I (�III�IIII�IIIIIilll�llll llll�llli Illl�lllllllll�illl��III�I�II�III�III�IlII ��IIII�IIiI I��I�IIII��II��III��►;►��► II�i��11�11�►��lll��lilll t l�ll1l iit - s�e I-ji,-- 9 ' �ll111W1llll1I111�I�I►<<IIII��IIIiIIIIIIiI�uil illlllll11111111ll I 4 i � ' i NI I Z I µl O W a 0 01 (D I S 25' 2 25 C" 25'-0 5' P>" -.5 �. 25' .� I I , 7 � I - -- --------- ----- .-- - -- . _.... _.. _--' - - - .. - ' '---.- --- �_ --'----- -- - r V Q -------- / / Z 17 SrMPSON 5 —� z 5/8. - I, B / O.C. C o� G :3/4„) -- I / 4 Z / I x I, 1/2 (ALT GSP Z � 7 / -i LJ LJ z a / IGL 6 3/4 34 1/2 121. 5 1�9 X 21 001,i I GL 3/4 X 31 1/2 6 X 3f Z 2 � C 00 C o:5/8” I I G 2+' / C Is Z 0 ; r_ . ,,.,..,, li lie I J I v (Dt 4 J 3 5-4 TYPICL / SKYLIGHT TYPIC�L / ISL 63/4 341/2 I 1. 518X21 GL 3/ X311/2 ! GL 51 9X31 I/:' ( G s 15/8' ' G fC" I/2 X IB AT 8'-0' O.C. GL(ALT. CSP 2 1/2 X I/2 C 3/4 7 Tc- S-4 C wNSPL�UT DOWNSPOUT f'LYWCOD LAYUP- SEE NOTE 0 a T, - Lu 2 X 6 D.F, 02 AT 24" O-G. T.O.F. TYPICAL V QE�ERENCE ''' RO�i" 1-RaMINC PLAN `` }-{ Nor�T"--- 00f9�DS P., _. I'-V m\ (A 1.) i7 C�— -INDICATES TOP OF FRAMING- TC- CF PLATE SCTTOM OF PLYWOOD) ELEVATION ABOVE FINISH FLOOR z 2,) 0-Q _ -INDICATES TOP OF WALL ELEVATION ABOVE FINISH FLOOR 1.!E (y 7 T.O.W./ � lh 3. ROOF SHEATHING TO BE 5/8" CDY. SHEATHING MIN. ID INDEX 32/16 w w WITH 10cd AT 6" O.0 A PANEL EDGES AND 10-J AT 17' O C FIFI D. v AT HATCHED AREAS � ,NAIL WITH 10d AT �' C.0 ALL PANEL � � (\ EDGES, ANC' 10d AT i2 O.C. FIELD VA v .AT DOUBLE HATCHED AREAS NAIL WITH 10d AT 3" O C- ALL , PANEL EDGES AND 10d AT 12" O.C. FIELD it l!I -r (ALE PRUJ NV G�"=V—0 g20L`C -'RAWN HECKEL, veL1,1K PLOT DATES Tc: 1/31/1!2 12:20.15 8/3/12 14:54.51 iEF" N( 8/4/94' 9:52,6 9.42.12 12/24/9: 1:A^.35 I� 2U225S-3 17/29/92 17.57.8 HUNMER,8330 BUP 82`0348 11 OF 12 �« } IF THIS DOCUMENT IS LESS TI I ....-�. .-...._ R � 1m �'3 - -4 - -- ��8 11�� ._�ljl 1, �I 12� AUGUST 30 1995 ' LEGIBLE THAN PHIS NOTATION, 1 IT IS DUE TO THE QUALITY OF' No.30 191E ORIGINAL DOCUMENT. I 8111- gZ gt �LZ �9 �Z ►��Z E Z I�Z �Z s�i B[ L�T -.BTi 9T 161[ I Fi� El i�T�I��t j �6 I� L 9 �9 �'��E I L Fmll .u.IIIIJIIiIIIIIIJIIIIIIIIIJIIIIIIIIIJIIIIIIIIIIIIIIIIIIIILIIIIIIIIJIIII IIII�IIIIIIIII�IIIIIIIII�lllllllll�lllllllll�ll�llll�lllllllll�llll�llll�lllllllllllllllllllJllllllllllllll�llllllll11111111111111111ililllll111llJ�� llllllllllllllillll�lllllll�l�lli IIII�IIIIllull t NOTE: WHEN C,,NNECTION DOES NOT OCCUR AT A PANEL JOINT ZX PRESSURE TREATED TCP PLArE WITH 1/2" GIA ANCHOR BOL1S AT F'LYWOGG EDGE NtiI�Ih; d5 • TYPICAL TL.T-t1p WALL DIA X I'-6' LONG NELSON DEFORMED X I/2" X I'-b" ANGLE F OCCURS IBEYO'vD- AT WALT. WITHOUT PARAPET L U E FOR EMBED WITH 6- !/ MED ANCHORS, d V-0' SPACING OR 2 - i6d AT 24 O G, OPTIONAL WHEN USED AS A FORM, P;.TWOOC AT ROOD FRAMING Ldh - 6' X 4" A V X (d'-10" ANGt..E 1 % t P AGE 3X P.T. PLATE ON TOP OF WALL WITH EA SIDE aX LED�sER AT DETAIL �- I!2' I V?' �� 314V A.15. AT 48' O.C.. " WITH 3- i'= DIA Bl' 1'-6" �- 1 CRITIC- li4 � NELSON DEFORMED ANCHORS ., ';x -EDGER BEYOND - SEE �4 1 REQUIRED r-OR - E --- -i REINFORCING _- i .. ._. __{-__-_-- ---_• _ o o O U O - c ----�- -- —.-- -- _�___ _ iIMPSON MSTI 45 STRAP TIE AT Ip -�" C u r / �— �. — ._.__ HOLD D SIDE BAk _ `.� CHORD TIE SEE kSELOW dNGLE ` U � 13/16 X 11/2" SLOTTED HOLE FOR �- -- -- U.O.N. NAIL EQUA_.�T TO EACH PUp_IN _ -� _• = - _ \ TOP DOLT ZTER BOLI IN SLOT) I- /4' SIDE PLATES WITH -- - OMIT NAILING AT BEAM 1/2" X 5' X 3" PLATE "' 2- 3/4' DIA. BOLTSEACH WEB BEND ANG OVER EXTRt1 -` - - „' - " #4_X ,-PJ" NG _ ---- -`� i o 0 0 Y 3/8' BACK PLATE 3/16" 5 PLATES • 3/8" BEARING PLATE 2 - 3,4`0 ANI: 3/4" _ �_ ' -- - - -- � j�. � / IL..ED ANCHOR t30LT$ TO WALL " CLR -- 1/4' __. -----______ _- f :- '/2"o BOLTS THROUGH 1°'URI.IN. al -LAM 5LAM NCT. 2- _ -- - N RANGE = SLOT BACK PLATE HOLES HORI'C+�VTAL SIMPSUN 'HHD" PURLI R i SHOWN FOR �-dRTTY r 7 I/4"^5Y BEAM DEPTH L.E55 _ -_.------ - --.. - - _ ..- WHERE WIDTHS OF BEAMS VARY \ AT S"+wN PURLINS y FCR FIE_D ADJUSTMENTS 2 I/� BY 0'-1" SIDE 4 1"T .c ',E _-� PRO•✓IDE A PLl•WOOD SPACER PLATES WITH 2- 3/4" DIA. - ----- - - _ TO EACH SIDE r'F BEAM AND BOLTS _ --�f -------- ,, __— �. _ --- \ NAIL SECURELr _ -- - I 3/8" X 0-3" X I'-2' F,.AT REINF. (-AGE PER. SIMPSON HC3T HINGE J-LAM BEAM SEE N - ' BAR WITH 2- 3!4" DIA I I/2' `LU-LAM BEAM AT ROOF , G1;NNEGTC�R GR APPRG✓EG P_., /4 I' v .'�1Q_TB:. 3 4" BY !SEAM WIDTH -� DRILLED ANCHOR BOLTS �D� I FRAMING PLAN 3i4" BEAM WSDTH PL15 EGLIAL. (41_37 1-6) N FLIh- SEE a ' BY 0'-�" BEARING S-2 �" � U FLAN WHERE PURLIN CG1_UR5 AT OR INSTALLED AFTER FRAMING IS PRECAST CONCRETE 1/4 �" m'-1" BEARING FLATS DAP FOR BF-ARiN(-x PLAYF WHEN NEAR PANEL TOIN? Et"ENC BACK HUNG BEAM DEPTH IS EQJA OR - PATE AS REQUIRED TO MAINTAIN PLdtE COMPLETE Ih 5:O'TEC MO1.E5. TIL?-UP WALL i 5REzTER THAN CANTILE/F.R BE:-M _ 9" 112' TYP 4 MINIMUM OF .�-1'2" FROM BOLT - 1 - TO EDGE CF PANE. Ti Tl \ -MIN JJJ AC'DZTTCNdL NOTES AT DETAIL ADDITIONAL NOTES AT DETAIL��,4 I/4 �-�t� -- T.S. ,:ULUMh - SEE F'L 4h �- ELEVATION A7 DETAIL 2/S-4 BEAM SEAT AT TILT-UP WA41_L INTERIOR COLUMN TO BEAM HINCCE CONNECTION ' S PURL-IN AT CLU-LAM BEAM PURLIN AT TILT-UP k4ALL a�• `- c RF u o I'-iZ" _ ��.••— -- - ��. '� Y I t �•_RETE 'I T �' _- I. TILT-UP CONCRETE -ALL 4X P.T PLATE 3/4"0 ANCHOR er_Tc� AT 46" O.G. -:OUNTERSUNK NUT j • REGLET PER�-,-� - SCRE►-IS SIMPSON "L5TA18" S*RAP TIE WHERE SU!°-PURLTN A-3 r 2- 412 MEETS wAL" ANC AT FIR,r PUR-IN AT WALL 1 ! EArH CONNECTION SIMPSON "57:215" EACH PURL:`N R-A- ^',':R PLATE AS REQu:RED WRAP STRAP BEHIND WALL LEDGER d5 REQUIRED .. __- --------------_---- � - W.- 1 Cti �NE: r INu AN: 'NAIL EQUALLY TC' SLATE PURL`h F , AND NAIL EQUALLY TO SUBF'JRLlN AND LEDGER .i /� OPTIONA. SEISMIC TIE: ELIMINATE SIMPSCN \�_� ! f 2- 2 las"� FOWER DRI,,EN METAL ROOFING � "LSTAIS' AND L3 X 3 X. 3/16 ANC' PROVIDE SIMp50W CONCRETF PANELS j� ANCHORS TOP a BOTTOM y I I• -.",•-,*-•- / LTTI9 dr 4-�'' ^.'C _ =� L SIMPSON '726N' r 9- 1/8' FIAT N HANGERS X a" X a' FLAT BAR HANNELS WITH 2- I W fV I ( 3,4V PARABOLTS TO I / FI:' SCREWS TO T ! J \ I r vyvCRETE PANEL FRAMING 4m© 5 8 (�hORR) '--JE PURLIN - �= _ - - - ' -- -- -r --��-- A W Op c T CIA INSTWN DASHED) BEFORE -- _ W -.--}---- v ' > 00 SS 2� (KNORR/ Q I PANFL EDGE SUB-FtEAIED LEDGER INSTALS PLYWOOD NAILINS �--'- � � _ - -+-- ----- --+� � � - -_ DRI"-EL ANCHOR ROLTS, I \ STRAP TIE PURLIN PER. PLAN + h SUB-PURLIN - SEE "LAN 4' 9" �" i' 1'-fv" 9" 9" 9" • -� -----•4----- +------ +, - -i'- -- �- --� ---j -----*. _ CCI"!CRETE FakEL 3" X 3" X 3,lip" ANGLE X 0-g' _OCATE SIMPSCN "HHAM" HANGER W W UNDER NUT OF DRILLED ANCHOR BOLT AT / W �I 4'-0' ON CENTER MAX. OMIT AT WALL WITHOUT :`LATE. \CCNCRErE TILT-UP "-L. W 4 X 6 P T �E.DGER .%ITH 3/4' DIA. DRIL.LEL 3'-Ira" G PARAPET ANCHOR BOLTS MT 4-0" D r U. O. N AT 's{2ID a. 4 6 ff 1 U',E 4 PdRABOL75 -� _.�-- -.- ._ _ Z ` EACH PANEL. AT GRIDS 2 IF 8 USE 2 w Q • PARABOLTS EACH PANEL F- J C PLYWOOD A r TILT-UP WALL SUB-PURLIN AT TILT-UP WALL CHORD TIE DET.4I1_ l� CANOPY DETAIL " FURL-IN AT TILT-UP WALL Z � C-� S RF - -.'' c RF-� " - - - - -r'>' `-`} C-HORDTIE I' I'-L" MGANOF'Y 3!4" - i'-O"° > U = I � t v {n 1 M i i i Ln I U-1 �-t U -4r w UA oz cy I w w Q� u ry 0 tAU l In r i� SCALE PRO.I NO 12022F HANti iHECkED Tc ^� tiHEET NO 8 92 13:55.30 8/11/12 15:50.530.53 8/12/q2 W18.40 12/24;'g2 10:4q•Iq 4 202255-4 HUNZIKER,8330 BUP 92-0346 12 OF 12 own �jj .��.eewMwwaaT.w.a>nm .,.,.... a "aeww.Aug++�aaeM.awwrrsM.�w�+w�wpsMula +AMv, 6 11 A, i w y IF THIS DOCUMENT IS LESS 1� MTI �1 I a - -- � 1995 t -- _ GUST 30 GLGIfjLC THAN THIS NOTA'T'ION, ��I - I _�� _.---- ��.!-� I'1' IS DUE TO THE QUALITY OF N0.3e __ -�u :: , +,� us�hEM► a .....,N., ..,. THE ORIGINAL DOCUME'NT' E 2111 8Z LZZZZTT T 8L9i uiu iuiliiiiriidfui uiiluu iuilii�id�u�liu��iuiliii�uiluu uu�,iu iiiiliu�iiiilu��il i�,ili�iiliui iuu� u � I„��►��I�� 1 1