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11481 SW HALL BLVD-9 1`\ Lie Kx, t�7 v LAJ 0 c L N T s TI lieD , ORE ON E 11i r! LTJ P U zA DOOM SCHEDULE DOOR TYPES PROJECT TEAM PROJECT DATA � t .f OWNER MIKE NEDELiSKY DESCRIPTION: NEW 32,135 S.F. TU.-O STORY OFFICE BUILDING DOOR FRAME REMARKS 25 SE 82nd DRIVE WITH PARKING LOT AND LANDSCAPING GLADSTONE, OREGON 91071 NO. _ SIZE THK TYPE FINISH TYPE FINISH DETAIL 655-1661 LOCATION: 11481 SW HALL 5LVD ADJACENT TO SOUTH RD.W. OF HIGHWAY 211 .__. 101 FIR 3-0 x 1-0 13/4" C MILL ALUM. MILL _ GENERAL CONTRACTOR BAJGH CONSTRUCT ION TAX MAP 4 LOT 18135DA 1800 AND 3500 � 155M SW JAY STREET .� 102 3-0 ). 1-0 40D _ PT-I TIMELY PT-IGO _ _ w PO BOX 161 ZONCNG: C-P (COMMERCIAL PROFESSIONAL) S 104 3-0 x1-0 D FT-1 TIMELY PT-1 O BE V 1 TON, OREGON 91015 BUILDING GODS: OREGON STRUCTURAL SPECIALTY CODE, 1996 ED 43 105 R 3-0 x 1-0 C PULL ALUM. MILL 6CONTACT% PAUL YANNELLO -066 FAX OCCUPANCY: GROUP 5 P 10-1 - x 1- T-1 HM T-I 2 ARCHITECT WADDLE DESIGN-PLANNING-ARCHITECTURE, AIA CON6TRUGTION TYPE: 3N, FULLY SPRIIJCI_ERED y 0 3 0 0 E S - P a O B 1100 SW 4th, SUITE 105 10& _F3__0 x 1-0 D PT-I TIMELY T O FLUSH MAPLE 110OD LOUVERED PORTLAND, OREGON 9'1201 SOLID CORE STILE i RAIL 221-2003 1088 2-6 x '1-0 D P..-I TIMELY 221-1109 FAX 109 3-0 x 1-0 A ST-I HMO CIVIL ENGINEER VLMK CONSULING EWGINEERS INDEX DRAI��NG�cj OL O 3933 SW KELLYVENUE f10 8 PORTLAND, OREGON 91201 222 - 45 3 FAX ALI COVER SHEET FAI.1 $ITE PLAN CONTACT: TONY COOPER A2•1 FIT�ST FLOOR PLAN I 1 A22 SECOND FLOOR PLAN O 112 , A y / 142.3 RESTROOM$ t WEST STAIR PLANS, SECTIONS AND ELEVATIONS TEMPERED STRUCTURAL ENGINEER CVLMKONT CONSULTING ENGINEERS A3.1 FIRST FLOOR REFLECTED CEILING PLAN w 114 3-6 x 1-0 C MILL ALUM. MILL GLASS CONTACT: JM IIWAUF fir/ �2 �� FLOOR REFLECTED CEILING PLAN LAN 115A 3-0A 1-0 A ST-I HM PT-I O MECHANICAL CONTRACTOR A5.1 EXTERIOR ELEVATIONS 1158 ' � A6.1 SECTIONS, EAST STAIR ENLARGED PLAN E A'i.1 DETAIL@ 11614 �I Al2 DETAILS O O A8.1 INTERIOR ELEVATIONS 1402 NTERIOR ELEVATIONS 116 E' O A'-UMINUM FLUSH RAD PLUMBING GONTIRACTOR 61.1 FOUNDATION PLAN OOD STOREFRONT FAINT GRADE 612 FOLNDATION DETAILS 4 STRUCTURAL NOTES 116C SOLID CORE G 62.1 SECOND FLOOR FRAMING PLAN 1160 2 _ 622 SECOND FLOOR FRAMING DETAILS 116E 3-6 x 1-0 2 63.1 ROOF FRAMING PLAN _— 0 VERTICAL 632 ROOF FRAMING DETAILS lu WIRE 893 MISC. hET�►ILS 0i,SAFETY ELECTRICAL CONTRACTOR 64.1 PANEL ELEVATIONS 4 DETAILS - 9 642 PANEL ELEVATIONS CITY OF T:UARD LLJ 2?�I 3-® x 1-0 1 3/4" A ST-I �-!*'I PT-I O N GLASS —_ -- -_ 100 S©. IN. (� 205 D PT-1 I CIO GRADING PLAN Conditionally Approved ( J Z O Z q< - 511 511 61.1 UTILITY PLAN Y PP ......... ........f 1 p N- - = _ C12 EROSION CONTROL PLAN For only the work as describF,d in, U) 206 A ST-I C13 SITE DETAILS POERMIT NO._ > O FIRE PROTECTION CIA SITE DETAILS Sea Lertter to: Follow...............................[ J. 0:l W 201 A CON'T'RACTOR Attach..............................r[ �: � _ LI.1 LANDSCAPE PLAN Job Address:_ ► L at.4-. � 208 EBy: 21 alml� AllAt O 20914 A O O O --- - FLUSH MAPLE 2098 O SOLID CORE tJ 210A �_- - _- 0 2108 VICINITY MAP (NOT TO SCALE) SCOPE OF UUOR< 2100 27-- F-T Q GOLO .f�EDULE CONSTRUCT OFFICE BUILDING SHELL WITH PARKING LOT AND ASSOCIATED UTILITIES. 211 D PT-I I PT-I ' , TENANT I TS IN AREAS LABELLED 'r-UTURE TENANT" TO BE PT-2 217 CONbTRUCT'ED UNDER SEPARATE PERMIT. ST-1 PIEMAP" LEGENDHVAC, PLL"MING, ELECTRICAL AND FIRE PROTECTION SYSTEMS TO BE WE BIDDER DESIGNED AND UNDER 6PARATE PERMIT 20 MINUTE RATED, LATCH, CLC'SER � ` 1 A O I HOUR '2ATED, LATCH, CLOSER Q VERIFY MINIMUM WIDTH WITH EL.E\JATOR MANUFACTURER � � � w 4 = NJ IA01 • HU1198-0068 S1 198-0002 , FILE: 971030-1.dwo A , # 11481 SW' Hall Blvd E ' I of,31 VP t . r r r. _., 'A'� ... .. T......... ., -.MiYi•.+..,n.r.M.si'Yr�t3144=11-A.- IF r� �w' IF THIS DOCUMFNT IS LESS TT Ilf II III III III III I 11I I I I�I III IIII I (IIIIIIII IIII 11 111 III 1111 1�1 111 II_VII _I_I._I I�II1 IIII II�I I IIII IIII IIII IIII III I lli 111 1 1 11T r11 111llO1111111111I oLFGIBI,R THAN THIS NOTATION' h J I- TT IS DUE TO THE QUALITY OF lt IIl I III NI oIIaeI1II1I�I �III_I�III I II1�1`1I rUS T /6/ 1m THE ORIGINAL, DOCUMFNT. �E Il�ll8lllZl�li��i9Zll��tl�lLl�l � 4 _ Tom '11 1111 1111111171111111ILIIIITIIe S � � �IIIIIII24 ) (NO SCALE) }� •--•�_,�� \ �� \ YICINITI' MAp PR�J�CT DATA LOCATION: 11481 SW HAL1- BLVD O i / �� \ \ \16• ��\\ I a TAX MAP/LOT 15135DA 1800 AND 3500217 l► � f 99w DESCRIPTION: 32,135 SF, 2-5TORY OFFICE BUILDING AND PARKING LOT D I -� 1` � \~\ \� ZONING: C-P (COMMERCIAL PROFESSIONAL.) • J' r '- \`� , \ �� PREVIOUS REVIEW: SDR 95 0022 y y` ll \ a 15 � . \ J�` �, �f AREA CALCULATIONS: I f 14 --1 1 \ • • "1 . ! fly`\``\\ \ y� SITE AREA (128 ACRES) 56,133 3F a fCRIOf 15 ' ,, ,\ �'"'• 1� `� � � '4� ��� BUILDING FIRST FLOOR 16,2% SF C711y� 15 . �, ► `� iJ, _._ t BUILD(NG SECOND FLOOR _ 16,440 SF �7w� { IrIR ���� yNGROS�LDING AREA -- 32,'135SF U 1 aunt PAVING AND SIDEWALKS 23,128 SF ` e \ BUILDING FOOTPRINT 16,293 5F Z 1 - ~ \ J TOTAL IMPERVIOUS AREA -- - -! 40,023 SFf 4 `'` ' ' \� `\��\ v \ > SIC 15vi M3 \ r \\� LANDSCAPE PLANTER AREA 16010 5F 23 �J �... I \` ~ \ 1� Lgc EE D LESS BUMPER O`rFRNANG_s -1316 SF TOTAL LANDSCAPED AREA 14,694 BF 15 cttr ---_.i a �'` �. T �\ �\ — — PROPERTY LINE / EASEMENT LIME J __ y ��,� \' ` "� `� \ ` , OFF-SITE PARKING AREA 10, 3 SF Q O �\ \ /j —225 EXISTING CONTOUR LINE PAVING AND SIDEWALKS 9,586 SF \ �. ' '/ LANDSCAPE PLANTER AREA 1,161 SF \\.\ �. EXISTING CONIFEROUS TREE TO REMAIN LESS_BUMPER OVERHANGS _ -5_03 SF Cl. ' R O p °' \ ' TOTAL OFF-SITE LANDSCAPED AREA - 664 SF Q " t N 20'-0• EXISTING DECIDUOUS TREE t0 REMAIN 1 W 15'-0 24'-o'h _.� \ - ��,� \�� . ,` �� COMBINED DEVELOPED AREAS: 56,133 SF . 10,15.3 SF 6&,886 5F \ \, 3 0•+ -1• ''' \ \� \ ;�. , EXISTING TREE TO BE REMOVED COMBINED LANDSCAPED ARE ld 694 °.F 664 SF 15 359 SF / 66886 SF 22.971 ` NEW \ '`� \� \\\ �--- "M FENCE - SEE NUMBERED NOTES LLJ •- /I TWO STORY `� PARKING SUMMARY: mu _ F R� l.36" �' --"`"'� 5 2® ,OFPtG€ EI ILDING \ \, \ �'' Owl ):)FH FIRE HYDRANT PARKING REQUIRED i 1 / 350 SF • I ` 1 y � •� - �Zp __ .. '' \, - ' \\\ 2( c WALL-MOUNTED 20OW HPS LIGHT FIXTURE COMPAQSTANDA;SPACES -0 ) 2 21% IDUDUS 8 �\ \ 6 i WITH HOUSE SIDE CUTOFF SHIELD BARRIER-FREE SPACES_ 4 _ 22 i , F►c ?"� / \ TOTAL P INC PROVIDED 98 SPACES 21a ,\ \\\ \ E}•I.P 250W HPS LIGHT FIXTURE 21 \ \ \, WITH HOUSE SIDE CUTOFF SHIELD BIKE PARKING REQUIRED 1 / 15 REQUIRED SPACES 1 BIKES �\ x \, MOUNTED ON 30' HIGH POLE AND BASE PROVIDED - 10 BIKES 1 •.1� + ^r b• �� © . ' ,--- 1\ \ T� ELECTRICAL TRANSFORMER 1 X4_1 \ \\\\ .\\ OI NUMBERED KEYNOTE exlsnNc g _ ` ti 23 HOUSE 1 40 -cr Q•�r NUM�3ERED NATES 4 01 24' 0. �1'H w o ' I t + \ `• \ \ I EXISTING A/C PAVING .g 15 r p ,�I• 15 t ws,`'Q 0 9 `o soR 20 11 13 +' \ ca.0 ELR /,r �� t �4. r1 ® •� F; r �0•'•3T A/C PAVING, TYP. 1 I 1 L 11 % ` `e, `�` 11 I e:..12�e.z� ' `O \ O EXISTING DRIVEWAY ENTRANCE `! --_ — 22.68 — , Q07.57 ' 2_ 221 ffH') 2,� � , \ ~'_ t ` •P� a -�' 1 I �ti , 4 EXISTING MAILBOXES / O 3---� \ \\ \� W 15 r-1/ � ��/ � 3 � F '� ,+'- -<ez+ � O EXISTING MONUMENT ;SIGN I�! \ �\ �� 6 TRASH ENCLOSURE - &' HIGH CHAIN-LINIG FENCE FIR FSI ` �� I `. , J�;o. \ J;* ► c 15 \ \?\ \ O AND GATES WITH DARK GREEN VINYL SLATS ► 12- Dorm s a z� /F '� �� �T 1 / `�\ \\ OVIDE GATE LATCH AND CANE BOLTS WITH \�\ O SLEEVES IN PAVING/SLAB AT CLOSED AND OPEN I I t 40' POSITIONS - BOTH GATES. PROVIDE 8" HIGH X 8" WIDE 1D -O :.� CONCRETE CURB AT SIDES AND AGK I I F TI g \ i FIR a�. / �` \ _� �N 4 _/� ( IIROVIDE 5" CONCRETE SLAB AT FLOOR- 2 W DE 00 NG. �--- • ad lo tt FIR 7 \ \ m Q '1 FIRE TRUCK TURN-AROUND PER TUALATIN VALLEY -- \\ \ \ Q FIRE t RESCUE REQUIREMENTS \\` \ ---I Q 24'-0• ^1 S'-0' - \ \ \\ �8 LOADING AREA C — / \ \ \ < � f .....---- ~--- - -- 14-LO - � \ \ It�01 N _ = I O9 BIKE PARKING RACK - 5 BIKES (TYP. 2 PLACES) •� 20 L _..� .._147' 1 ;, - \ 10 MAILBOXES (INSIDE BUILDING) f N a7�sr01• W — I .00• T `� \ \ - 230.47• '��• ••� EXISTING ....... .. ._._._....-....._..._._......._ .__.__.__....._ N I --e _ \ I OWE"y -~ -' 11 BARRIER-FREE CONCRETE SIDEWALK -" 20 Exp "-� _ \ (n U 4" THICK CONCRETE WITH 6" HIGH X 16" DEEP X 6" THICK / o HOUSE�� - - - ��---• __. __ �` MONOLITHIC CURB WHERE ADJACENT TO PAVING DECIDU '� '� 12 b' HIGH C AIN-LINK FENCE WITH DARK GREEN � N n i \, Q. `�` `�'� O VINYL SLATS TOP OF fir/ _ + � 13 5' WIDE X 6' NIGH CHAIN-LINK GATE AND FENCE I y /`, ; "" '- — — - — — — -- — _. — I \ I TO PROPERTY CORNER WITH DARK GREEN VINYL SLATS N n-03'050 W S T O%bl WATER QUALITY AND DENTENTION FACILITY I a '• _ 7r � � � tx ,y B �' E CIVIL WINGS r z a �� � AENCrNtrc 15 EXISTING TREES TO BE REMOVED - REFER TO LANDSCAPE � -1/ .✓ � � PLAN AND ARBORIST`S REPORT DATED 10/?1/91 W 1 HOU"' i ,x� ^ \ � N Ib ABANDONDED LOT LINE - SEE LEGAL DESCRIPTION, TRACT I Al_ Fes- I (� r 25.00' PROPOSED 10' x 2©' UTILITY EASEMENT (WATER VAULT) I 1, I 1 N �` 18 PROPOSED ILLUMINATED SIGN AND 5' X 10' EASEMENT ? W r, N a7�Ss 42• w — -- _.._...-- _. _._. (UNDER SEPARATE PERMIT) 0_ Zuj _ 18 f� 4 I V _. 2ta : 70'-11• �' \ •� 1i o `, 8 0�, c ' 19 WIDEN SIDEWALK TO 5'-0" FOR WHEELCHAIR PASSING TURNOUT -' - N a-03'05' w 4 JN }- OWNER TO OBTAIN EASEMENT AcSS E,IEMENT \ - `� \ 2?� SLOPE CONCRETE DOWN TO A/C PAVING AT 1:12 OOi 167 i „ ,. 11 `J SCORE CONCRE fE IN DIRECTION OF SLOPE 1/4DEEP .. 1 O.G. 3'-0 .�. N \ -- �. 342'-7' \. �"` '�.rii ��, ' l I 1 ..._ — r 4a'-a'+- 21 DISABLED PARKING SIGN (PLUS 1 VAN ACCESSIBLE SIGN AT LEFT OF 9' AISLE) , I E7tT1Vr. O o �. _._... .... 8_..__- � ......__....._._...._.___....._ ._... ..� — R.O.W. _ � °� GALvA JI POST MB 12" IN CONCRETE AND UNIVERSAL BARRIER-FREE SYMBOL PAINTED ON PAVING BASIN- _ ..� "co•d�i-_- " `" _� , �'- (TYPICAL AT 4 D15ABLED PARKING SPACES) -J 434 EI 27�.Hq �� + t _ ;, 5 �1 � ` 4 22 6" NIGH X 9" WIDE EXTRUDED CURB - EXTEND A/C PAVING --- I 1'-0" BEYOND FACE OF CURB - TYPICAL AT PAVING PERIMETER ^ EXCEPT WHERE ADJACENT TO SIDEWALK I EXISTING Clint) QAFW, I ! 23 ADD (2) POLE LIGHTS - CONTRACTOR TO VERIFY LIGHT COVERAGE r" FA u,r ..._.. . \ ; I k WILL PROVIDE MINIMUM ONE FOOTCANDLE ILLUMINATION AT PAVING `^ -- -- — -- — -. °0'S2_ _ _ r -- i w AND SIDEWALK SURFACES AND NOTIFY ARCHITECT OF ANY NECESSARY N 89-Q3'05• w "'�'—" "' I CHANGES TO LIGHTING PLAN 24 EXISTING POWER/TELEPHONE POLE - REMOVE AND/OR RELOCATE I "' rXIfirINQ I v� AS REQUIRED aM1e mp _._.._...._._. I ; I .._ d C� V i SITE PIAN SAFFIIquy kF#tkf FL r ' RIM et 1 ."` 1„•31a'-0" ck tN cnr tN•y °'y C ----,..__ t rop or rij 9 —d tS tr') .19.4] N ao-S1'S4• W rn .w,.... It•t art v' Alml NUI'98-0008 SI I yS-UIIU2 _ - - 11481 SW Hall Blvd _ LLE: 971031 -1.dwg 2of31 IF THIS DOCUMFNT IS LFSS 111 r l l III III III ill I I III I I III I I III III I 1�1 I I1. 11T 111 I I Ill Ill l l l III III III III I I III III III I I 111 111 Il l r t T1r t� tit i 1 I I 1111 111111) III III III 1 I - ' 1 1 I �I � 4 1 1 I � 6 I � 1 > > • � �b I ��. LEGIBLE 'f'UAN THIS NOTATION, ^---� I _�_ -- 41___ � _ .� _ � � J eet JT IS DUE TO TIiF QUALI T`t OFv l 1 6 TNF ORIGINAL DOCUMENT. No.le 8•�y.�- / 8 8L 9� L� �98 Z �11111 isil II�IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIilllll IIIIIIIIIIIII!I,IIIIIIIIIIIIIIIIII tIIIl�lll ullluil ��i�Iiii��il� u��I�IIII�ulllll�lllllllll► iiulnu Ililli��Illilil1111)�I�iIIII��IIiIIIIIIIIn111�Illlll� �iiiluil I tu0tr.+'rl, 6,nk: $: •:44J.' i4' Z 3 4. 1' -- _ --- -------- _—— -- ---- -- ----- _ _.� _. _. -- - I ail U oc in FUTURE TENANTM C4 9 e CL I � lid — - I � - ---- - -H -- - AI 1' V-4" - - -- -- I ON ON 1 A sim. AI I l e ON I 201 W111'" I SIM. I \ ON _ - 1 11 Z AI 1 _ Gl-1_77__ I in Zl STAIR B " B V ON STAIR A 1 ELEC. �► `r d L Jll _ DIN Z09 ON lu Z a 306 � 3oe 305 A MR I > d I cl cl 0 el cm a Y d A1J I z, _ _ ALIGN __ d ■ 2DN '+" G 4- . -p■ f . CORMCOR Cl GI A1s 4'-b" �W_ ) I'-D' 4'-2' 4'-5" L3'-2' 4'-5' 4'-2" o� s I- I IR G I C ( lU/T.I. ' C "�� O d 15 S j - - - ------ - - - — - - - - _- _ -_ - - — -- ALIGN FE-3 p � LOWY � i /12 � 1 15 301 12 ' ACJ / :. ELEV. V 3� ----�V . zo°a bi ' L FUTURE TENANT209 I ! 4' Z'-II' '-®" '-ia" 31-05.21-11, 4" e Al ELEV. • I BLDG COW. 301 I d. Av • --"�_____" •--= ;+ _ (SEE ELEVATIONS) 1 GENERAL NOTES N w A6.1 z ^ I. WORK UNDER THIS PERMIT IS FOR THE "SHELL" ONLY. O AND EXCLUDES ITEMS IN FUTURE TENANT AREAS: COI Q A. INTERIOR SURFACE FINISHES: tY = ND FLOOR (-LAN I.) GYPSUM WALLBOARD � V) l o2.) SUSPENDED CEILING SYSTEM _ I/8"■I'-0" B. LIGHTING AND POWER C. HVAC "7 D. PLUMBING i ,,iL_ E. FIRE EXTINGUISHERS O 2. F:.00R PLAN DIMENSIONS ARE MEASURED AS FOLLOWS: d� U INTERIOR WALLTI MS LEGEND Q- !! ,, !! c W-LEGEND �/ EXTERIOR WALLS: �-1-� FACE OF CONCRETE 5/8' ? Imo" 5/8" 5/8' 2 1/2" 5/8" a0 CENTER OF COLUMN (GRID LINE) \• C� INTERIOR WALLS! -5/8° TYPE 'X' GYPSUM BOARD 5/5" TYPE 'X' GYPSUM BOARD w FACE OF FINISH (FACE OF GYPSUM BOARD) FLOOR TO ABOVE CEILING LINE L - _FLOOR TO STRUCTUREB AOVE CENTER OF COLUMN (GRID LINE) TYPE 'X' GYPSUM BOARD (PROVIDE FIRE SAFING A6 REQUIRED) FLOOR TO STRUCTURE ABOVE IrAFF 3. FIRE EXTINGUISHER(S) (F.E.) 544ALL BE r'ROVIDED IN � CEILING: PUBLIC AREAS A9 SHOWN AND AS REQUIRED BY THE FIRE MARSHAL. 2 I/2" 25 GAGE STEEL STUDS as"oC - 2 1/2" 25 GAGE STEEL STUDS a 24"OC. 5/8" TYPE 'Y' GYPSUM BOARD FE-I a REAS AS FIRESHO EXTINGUISHER WITH CARSON "CAMEO" WHITE � �- SOUND INSULATION A Al SOUND INSULATION AT Bi BOTH SIDES OF SEMI-RECESSED CABINET WITH CLEAR ACRYLIC BUBBLE. 3 5/8' 25 GAGE STEEL FKAMING • 24"OC F _•-2 M _ FLOOR TO 3Tta'UGTUREBOVE _ FLOOR TO STRUCTUREo - F SA A F - ABOVE E S FE-I EXCEPT SURFACE MOUNTED CABINET WITH 30UND INSULA(1k7I�i AT GI FLAT ACRYLIC C`OOR PANEL. r tLv U FLOOR TO CEILINla A VE FE-3 - SAME AS FE-1 EXCEPT FULLY-RECESSED CABINET WITH CLEAR ACRYLIC BURBLE. U -WALL: DIMENSIONS FROM FACE OF DRYWALL DIMEN61ON8 FROM FACE OF DRYWALL ^,=. 5/8" TYPE 'X' GYPSUM BOARD 4. COORDINATE LOCATION OF SMOKE DETECTORS AND 5/ 2 1/2" 5/8" BOTH SIDES OF SPRINKLER HEADS WITH LIGHTING AND HVAC GRILLES. 2 1/2" 25 GAGE STEEL FRAMING 24"OC VERIFY PROPOSED LOCATIONS WITH ARCHITECT NON-RATED WALL ONE HOUR WALL TO STRUCTURE ONE HOUR WALLICEILING "TUNNEL" U--�----- C��---"� � 5. INTERIOR FLOOR FINISHES AND SPECIAL FEATURES MNY REQUIRE SERVICES BELOW AND/OR DEPRESSIONS IN CONCRETE FLOOR SLAB. VERIFY REQUIREMENTS A282 PRIOR TO FORMING AND POURING. 131'1'08-0068 SH 98-0002 . 11181 SW Mill 131vd It FILE: 971032-.'.dwg If1IIIIIIIIII ( IIIIIIIIIIIIITT11111I11111111111 ( IIIIIIIiI V IIIIlll1lI111TT1111111111111'1IIIIIIII --- -- ^�"'^�' IF THIS DOCUMRNT 1S LESS LFGTBLF THAN THIS NOTATION, 1I 61_1_____1 IT IS UUF TO THF QUAI.I TY OF - — — No.�e �M GUST 16, Im HF ORIGINAL DOCUMENT. �� E I SL 8�L LS 9s1; Z �YI,11111 9 91111lll�lI111111�IlllIl1111 111 ! I111�1111111111111IIIIII�IIIII!III�IIII IIIIIIII IIIIIIII IT ��� 1111 I�IIIIIIIIIIIII (IIIIIIII I��l�llllll it llllllll IIIIIIII IIIIIIII�IIII�II�II, IIIIIIII IIIIIIIIIIIIIIIIIII Ill (lull Jv�� • rr cr c (� 182'-¢�" -----_____-- --------- - --- _ ____ _.�_.� ---_.__----- ---- ----_.-------- -- �s,•� Dt2 — .___..�_ .� �— L3 __ II II I iI Bd_D- _5_� - C_ d III c__- — ------ E I III eab-3--I AG..—I —6ECN-t-AQ` AI_—cG—_(C__J .�O�---—__A__ — II F- .�fpI, �1`'-�IIQI'►" - _5--'-m--" 5'--m—" 5'-m" .l , .t eeA, OOLN,�lVLC��.co_Li'Qam-n-',.—_!1• CA Ud��l3a '1y•�igCc.l FUT1RTENI � LTJ SKER J. ® _44 _ 16 Aluj un 3 R I Z A V uj » w, TYP. ul a R STAIR Lp Lj 111 O 100 a4 i,, soy 2on+r+.0 0 Fzi — c e STAIR 113 3 -5ss1 3 CORRIDOR I0'-D Di 11 10� a 1M. to M. ALIGN — v LOBBY ELEw115A AiL20nw*J ALIGN '. it I , A • s, � EL. EGL e+ f f afE 11'30 104 1M. 4�.1 in � 0 CORRIDOR I PUT111�E TEt�1WT 114 I B STOIk A S n I®3B �.�.el Ln s% , w i 13 s yi� A'1J IM. VEST. lot � 1AI621 a 2.. .-m 4,. / d EMAT G� a 1 00 if w i a A1J A1J IM. Is =39 - _ -�- 5 _m„ Bi_0N ,Ill Oil5'-0" 20'- " 5''m" GENERAL NOTES w 1 1. WORK UNDER TH15 PERMIT IS FOR THE "SHELL" ONLY. O �" O ,) AND EXCLUDES ITEMS IN FUTURE TENANT AREAS: U5 O A. INTERIOR SURFACE FINISHES: _ L) WALLBOARD FIRST FLOOR PLAN 2 ) 5JSPEN0ED CEILING SYSTEM rg) B. LIGHTING ANL) POWER I/B"■1'-D" C. HVAC I D. PLUt15ING E. FIRE EXTINGUISHERS VJ 2. FLOOR PLAN DIMENSIONS ARE MEASURED AS FOLL.OLUS. INTERIOR WALLTYnS LECsEND EXTERIOR lIlJ-i-- W-LEGEND `�J FAC(: OF CONCRETE 15 \ CENTER OF COLUMN (GRID LANE) 4 gI6' 2 Irl " 2 Irl° 5/e" _ INTERIOR WALLS: S FACE OF FINISH (PAGE OF GYPSUM BOARD) ��-5, " TYPE 'x' GYPSUM BOARD - -5/8" TYPE 'X' G rPSUM BOARD - __ CENTER OF COLUMN (GRID LINE) FLOOR TO ABOVE CEILING LINE _ - FLOOR TO STRUCTURE ABOVE "^ ---5/8" TYPE 'X' GYPSUM BOARD (PROVIDE FIRE SAFING AS REQUIRED) _ `� ..,....■.�...,_--...+......+.. 9�'8�-Q�- 3. FIRE EXTINGUISHER(5) IFEJ SHALL BE PROVIDED IN FLOOR TO STRUCTUtRE ABOVE _ CEILING: *AW lu PUBLIC AREAS AS SHOUN AND AS REQUIRED BY THE FIRE MAR5NAL. A -- 2 1/2" 25 GAGE STEEL STUDS • 24"OC - 2 1/2" 25 GAGE STEEL STJDS • 24"OC _ 5/8" TYPE 'X' G'Y'PSUM BOARD `� FE-1 EMI-RG FIRE EXTINGUISHER WITH CARSON "CAMEO" WHITE (P _^ BOTH 91DE5 OF SEMI-RECESSED CABINET WITH CLEAR ACRYLIC BUBBLE. SOUND INSULATION AT Al - - SOUND INSULATION A BI E- 3 5/8" 25 GAGE STEEL. FRAMING • 24"OC FE-2 - SAME A5 F'E-I EX(_ FJRFACE-MOUNTEC� CABINET WITH FLOOR TO STRUCTURE�BOVE _ FLOOR TO STRUCTURE ROVE - � FLAT ACRYLIC DOOR PA} EL. '� Y - " SOUND INSULATION AT C> FE-3 SAME AS FE-I Ex.;EPT FULLY-RECESSED CABINET WITH mo T FLOOR TO CEILING AB VE CLEAR ACRYLIC BUBBLE. -a [ n C-) WALL: 4. COORDINATE LIGATION OF SMOKE C>ETEGTOR9 AND - DIMENSIONS FROM FACE OF DRYWALL 4 DIMENSIONS FROM FACE OF DRYWALL ^_.=. 5/8" TYPE 'X' GYPSUM BOARD SPRINKLER HE405 WITH LIGHTING AND HVAC GRILLES. /8'l BOTH SIDES OF 2 1/2 25 GAGE STEEL. FRAMING • 24 OC VERIFY PROPOSED LOCATIONS WITH ARCHITECT. NON RATED WALLii INE HOUR WALL TO STRUCTURE -- ONE HOUR WALL/CEILING "TUNNEL" 5. INTERIOR FLOOR FINISHES AND SPECIAL FEATURES MAY -- G�---- - REQUIRE SERVIC-ES BELOW AND/OR DEPRESSIONS IN CONCRETE FLOUR SLAB. VERIFY REQUIREMENTS A201 PRIOR TO FORMING AND POURING, FILE- 971032-1.dwq 131J1'98-0068 SIT98-0002 11481 SW H,-III 131vd I of,31 t _ fI1111111IIIIIII � -I11111 rjIII11TT1111T111'llIlIllf1l11 111lIl.. IF THIS DOCUMENT 1F LESS I lI llI lI lI—lI l-I`lI llI l-I-lI lllI lI lI lI l 11 lI 11 ll 11 i1 llTl—f�11 11 11bL11-I-1�1I1I'II111LFGIBT,F THAN THIS NOTATION 4 11V11I1I1I1J�,1LL1 ... ... -_.. -.. ... .....__-,,. ,. -.-,� ..._... 1 .... ...., .anr!-. fb..._ IT Tq DUE TO THE QUALITY OF No.80 THF, ORIGINAL DOCUMENT. ��8y �Z' Ib I �Z It�>L OITIZTII 8t -LI-t3i —ILT ► 9t�l �1�91�1t�111�lltlblltl�ll��lSll t —�llZrt—-� tt � t—11I. 118�II IIllI111JI1111111111-1I £IIIII8L1IIIIIIILI�T9111811111 IIb II ZIIIIIIIIfiII ll— �IIII 9IIII�IIIII 4IIllllllll11lr'lli�llllEIIII�IIIIZIIII�IIIItIImIIIuu�I I ca / 22 2'-1 1/2"L 5'-8 ?" ? tQ 1 -- C COUNTER SUPPORTS: 24" VERT. AND HORIZ. T- '-" LEG5. ATTACH TO _ - - �" � G _ I �� ------`} �'�------- --- C AT 32" J.C. MAX. ' 111 Ilia -DOUBLE STEEL STUDS M. bMUJR ' W $� NN e'-m" 3„ 4 _0, 3" -. _ _ _ - i ------ --- -- -- — ROOF HATCH GLR -- LR v MIIPROR - `� I , e , l _ PLA5 i 1C I_AMINIATE ON ►n ri1 ! `\ A2.4 1 / I �\ •1 A2.4 •3• -' 3/4" EXT. PLYWOOD :;me= v \� _ ._ --/ \ - \ __ r \ n 1 �;: -- -- COUNTER AND SPLASH - I -- -� -- Z I W _ _ _ �e Z. - - _ _WELDED GUSSET = WWU �iN JL ( a'?,W 01 V HANDR~`.;L Jk .._. - w „ PLATE - ►n F�- Q --- CI_I�— GLS..-_._. GUARDRAIL - I HOUR � Q - - �.- - - • BLOC:IGING , I - 4• - � �`'� 1 Ir!"• STD PIPE "TUNNEL" " _ TOP 4 BOTTOM -LADDER T<` RAIL WITH I Nt7UR WALL "- Q N - �• C I v m ROOF HATCH ;. BARS ERTICA' TO ROOF ---- --- ------------ I ----------- +/r- .- . - - -_- _ A2.4 2m 5 - •$ W C.7 A2.4 - BIDDER a _ w i FROM 2x I ly r a, a TYPICAL - ;°�---- •- _ NOTE: N �__ . -I2�1 _ - - INSULATE EXPO EIS �/ w -�� - - A 'I?• j �0 DESIGN - 1 -® COlQF:IDOR = I N------------- - - �"---- f HOT WATER :SUPPLY 5.. Z • �a.`,;;. - ----- - -- Q? - - - -4 ---- ---- AND DRAIN LINE 8' MIN. ' HANDRAIL/- -- `is ; e 1 $ ,c=� GUARDRAIL `•`�` 'f i , , ,sv - ;; ------- -- t -- - - - -- /2 STD PIPE „ �-''-�-- 42 HIGH U I p� TOP' t BOTTOM - �, , ° , ,I 0 e N ) - GUARDRAIL er,. , , , RAIL WITH .F, 1 I ; 1 ct1 „ -- AND GATE `T 1/Z"r VERTICAL , I I it n -------------- ` C V `r MARS s 4 - - -- AT ,STAIR 2mB U F- ►- N \ / m �I „� ;s ' ' //�LINE OF KNEE U Z O -- - - �- I TYPICAL � 1 - UP CLEARANCE z \_ _ - ` u1C71'1EN � � eee , i ; e - e /I C) 6" MAX. / (P _' El -�. � e , , , 13m°'x48" AREA -' % cry � E 112 / iN ss�' ' ' ' ' ' `�'•'�'--' - G."NTILEVERED SOF RESCUE ASSISTANCE ;p • �zs= e ; I LANDING - A�-E %AT UPPER LANDING- - v , ' ' is- --,---% STFBJCTURIS.L 1WITH IDENTIFICATION �PT TI �0lu a=_=% ' I ,;:'y;:--_• ;SIGN INSTRUCTIONS - �.. 'ILE CP - I or-a 1UNIGATION 5Y5- I ? ';► 4 " �TEM TO MAIN ENTRY � a 9j.{� -z,�' . '-- 5/B TYPE X 'OR OTHER LOCATION - C .___A" GYPSUM BOARD IAS APPROVED BY - _ �' _ z 'FIRE MARSHAL OR - ILDING OFFICIAL. ' IIL C RETURN - e HANDRAIL �p� }}�� STAIR p A*� 4'-m" 6'-4 Irl" _ -_ 6'-I" _ Y _ • ' _ AT WALL I \�` ENLARGED STAI f� P /�- N GLR CL � - 0 z � II 13 „ �' 10 � AVATORY COUNTER DETAIL. coRRIDOR � � I/4 ■I Q 1 1/2 ■1 -011 I?_2-4 DRINKING FOUNTAINS: 1 I ��CLEAR o MOUNT (1) 0 36" AFF I 1 SPAFLOCE STEEL STAIR _ 9 / 1'O SPOUT I ( 30"x48" Or' AND SUPPORT - � BIDDER DESIGNPRO --- - - - --- - - - - - - - - -- ------ - - VIDE SHOP DRAWINGS �'' •' TOILET SPECIALTIES LEGEND NOTES: A Q I. WALL DIMENSION 5 TO FACE OF FINISH JNLESS NOTED OTHERWISE. (SUBMIT SHOP ORAWfNG5 FOR APPROVAL) 2. IN3TALL SOLID BLOCKING AT GRAB BARS CAPABLE OF 5UPPORTING 2501b LOAD. 3. RECESS FLOOR SLAB AS REQUIRED AT SHOWER SHOIJER ENCLOSURE FLOOR TO BE I GRAB BAR - 36" AND 42" LEVEL WITHIN 1/4" OF ADJACENT FLOOR 4. SECOND FLOOR RESTROOMS IDENTICAL EXCEPT NO SHOWER ROOMS AND SMALLER ELECTRICAL ROOM. ? TOILET SEAT COVER DISPENSER � a STAIR SE CT 1011 � o S 2 3 TOILET TISSUE DISPENSER ENLARGED RESTROOM PLAN 4 TRASH RECEPTACLE (BY OWNER) 5 LIQUID HAND SOAP DISPENSER (� V ^, 6 PAPER TOWEL DISPENSER NOTE: LIGHT FIXTURE 3 RECE55 5U5FLO0R AS REQUIRED 3'_O TO SET SHOWER ENCLOSURE MIRROR - '- ENTRANCE AT FLOOR LEVEL FOR I FOR WHEELCHAIR ACCESS. PREFAB. "--- . SHOWER PREFAB. -----; ENCLOSURE SHOWER ---1 -----1 -- - _ENCLOSURE FLEXIBLE _FLEXIBLE .._ I SHOWER SHOWER HEAD ASS {� HEAD ASSY. - , I / - 3 GRAB 15AR x --GRAB BAR _ }--- r� � r, Q r 3 3 / , v Ll I I I I.,I I -V-Ljzj� 1-1 101"111 1 1 1 Freer I I 1 1-1 r7= a I I I SOUTH T -g"e HOLE U H CENTER IN! SOUTH 6" COVED TILE C EAST NORi WEST �/J BABE TYP. W COUNTERTOP NOTE: WOMENS' SHOWER ROOM ELEVATIONS A 504.'"E BUT A MIRROR OPPOSITE Z Z3 UJ01'1EN MENS SHOWER r 3 c to t I/4 .1 -QJ 23-2-4 1/4"all-e! 1/4"111 -Oil 1/4"•I'-P9" 11-2-4 1/4"•I'-m„ � f/4"=I'-O„ W 1 O 0 I® 3 _^ .3'-O -LIGHT FIXTURE tv „ --FULL-LENGTH \ 3'-6” I a0 MIRROR LAMINA57E C - TOILl�T _ _ � P ITic jo -- I 2 Z � I I � � _ �0 5 g SPLASH x -Ci � _b4HOLE _ E- 4 CENTER .r, \' 3 A ® � U 111 11 1.,1 17 1 1 1 \ e L►! W COUNTER rOP v �p in m Q TP _xr- X SOU H - a WEST NORTH 36" MAXIF y 6" COVED TILE BASE TYP. ---•- -.�.- r NOrE. SOUTH ELEVATION OF WOMEN'S NOTE: EAST =LEVATION OF UOMEN'S NOTE: NORTH ELEVATION OF WOMEN'S le SAI"IE BUT A MIRROR OPPOSITE 15 SAME BUT A MIRROR OPPOSITE IS SAME BUT A MIRROR OPPOSITE 2�' MEN 1/4"oil-Oil ?3-?-4 20 I/d"■1'-m" ■I 4 1/4" 1'-011 A203 :Wl"98-0008 SII'y8-0002 - 11,+81 SW Ifall Blvd , o( ZI FILE. 971032 ,dwg T c 1 ! f 1 I I I I I I I I 1 I ! 1 ' I F THJ DOCUMENT I S LFgR j 1 f 1 I I ( I I I I I 1 1 1 1 I I ! 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Mud 1 1 1 1 t 1 1 1 l;•F 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 I 1 1 1 1 1 I 1 1 `{ O A'7.I CEILING LEGEND V) o 1- Uj EXTERIOR INSULATION FINIt34 SYSTEM - INTEGRAL COLOR 0 () o SMOOTH GYP60UM BOARD - PAINT -I- Li ---2x4 SuePENDED cEILTNG SYSTEM - 2x2 tEGULAR EDGE SECOND FLOOR REFLECTED CEILING FLAN � Q 1 O 1 ♦ I RECESSED CAN DOWN LIGHT 1/811 .00 D U ■T■�■� I PEND 4NT LIGHT ♦ INCANDESCENT PORCELAIN W/ FULL-CHAIN Vl SHALLOW RECESSED ADJUSTA15LE SPOT 2x2 RECESSED T�UORESCENT 2x4 RECESSED FLUOWV(-.SENT 'x4 CEILING MOUNTED FLUORESCENT C-� 4' WALL-MOUN'T'ED FLUOR96CZNT WITH ACRYLIC LENS 9 -+ 4' WALL-MOUNTED FLUORESCENT SINGLE TUBE r � 6 EXIT LIGHT \ O' ® HVAC SUPPLY DIFFUSER HYAG RETURN GRILLE m 3 w ® LIGHT/EXHAUST FAN COMBINATION ® EXHAUST _4RILLE ~ A382 illl'98-0068 SIT98-0002 FILE: 971033-2.dwg 11481 SW Hall Blvd t - -,.a. -+IMMr*:.:..:;,.•...« .-.,,,,.-......,�.•,ww.��.«_.,_:-o..�. ~, .. .. r; !�11+w !!+IA•r> +hlYl'� kMfAY!MM�"?! 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'T11AN THJS NOTATJQN, 1 � ( � I �}.l l _ I V I I I ___1_� I I ISQUALITY -r• t J T T, UUF 1'0 THF OF 1 16, 1777'1'111•' ORIGJNP.L DOGUMFNT. -- - — --- --- --�- --- - - ---- �- - -- No.�e 1 Or, IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII�II I IIII�IIII IIII�IIII1IIIlIIIII 1111118 T Sri, IIII iil IIIIIIIIIIIIIIIIIII Illlllllsl IIIIIII IIIIIIIII IIIIIIIII I e I I L VIII hllllnll I�ill�lllllllilllllill LII�III t��1��� II Illllllll IIII IIIIIIIIIIIIIIIIII IIIIIII IIIIiJlll OVERFLOW SCUPPER TO. HVAC UNIT �3g -® _ 3 i TYP. 4) I I g A1� N AC PAINTNIT T.P. I ---- - - - ----T.O. WALE p E _ -RSG 2 3® 8 5 - -RSG _� � •--�-.-© A1.1 A�.I A7.1 F RSG > 13A_GEILING._ 22'0" f -RIG-- -T -RIG- F TIG E- .7Ira _ _.___-- _ A1.1 E---- ---- - TIG F-- TI7=31 SIM. A1.1 RIG-- — A1.1 T.O._61LL 4 A�.I FRISG -- ,n, -- 1�7A1.1 B.O. CEILING 9 � --- 7F -TIG — --- A1.1 OPEN f TIG 1A A�� E-- ---T IG� ------ ---� E---- —TIG- -- -- ---� I � OPEN ( E TIG SEE f tA ABJ -.. �_ _ - - ---- - - -- - - - - - - . I TA. SLAB fd -m �- - - CL 14 & I 45' ANGLE A�I Al.l A1.1 A'1.1 SIM. µ -� �_csG- CT GLASS LEGEND SOUTH ELEVATION A1.1 Al.l ---- - C5G = CLEAR SAFETY GLASS TISG = TINTED INSULATING SAFETY GLASS CSGRG /` RIG RISC ■ REFLECTIVE INSULATING SAFETY GLASS A'1.1 ! TIG = TINTED INSULATING GLASS ; 13 13 8f11 RISE —y S� RISG RIG REFLECTIVE INSJLATING GLASS A'1J SIM. A'1.1 SIM. RSG = REFLECTIVE SPANDREL GLASS WG VERTICAL WIRE SAFETY GLASS (INT RELIGHTS) B A'1.1 A'L1 NOTE: CENTER SET GLAZING SYSTEM AT ENTR T 5, Y A1.1 A'1.1 VESTIBULE AND FRONT "KEYSTONE" GLASS. OUTSIDE SET GLAZING AT TENANT WINDOU,8 ONLY. r SOUTH ELEVATION SOUTH ELEVATION O 1A 15 I/B"■I'-011 ...., w I � I 2 ' ! A6.1 , Ab.lCi — WALL-MOUNTED A- LIGHT FIXTURE I PAINTED CONCRETE --- • F IG TICS TIG TIG TIG IG - � F- TIG ---j F- —TIG-- - j WALL PANELS, TYP. _ 211 X 3/411 DEEP �A - __--- - -- -. HORIZONTAL REVEALS 't - =- � __- _-- -- — ....- 3/4" X 3/4f1 DEEP -a= _ VERTICAL WEALS BRONZE ANODIZED TIG --- ALUMINUM WINDOW FRAMES !UITH BLUE TINTED GLASS i - SEE GLASS TYPES LEGEND • 45 ANGLE SSC' EJLEYAUM EAST ELEVATION U) J ,I: Ira"•r-m11 � - Z r✓- 2 I Q �.. 1 Fn w I a p o L — E --- TIG ----- E-- TIG — E- TIG - s —TIG — - - -� E-- --71G .M --) E TIG- ----- --� E--- TIG- --- -- m I NORTH ELEVATION STEP FOOTING - } - -- — -- — — — — — — — — — — — — — — — -L- A5.1 AS REQUIRED - SEE STRUCTURAL FILE: 971035-•1.dwg illJ1'98-0068 SIT98-0002 11481 SW Hall Blvd r. :: .. ... "1'nMM�C'RfN ._.wM' 11��. N"...+W 4..:. .W1!,YS"(y :N..:t' / _..._e+... � 1. IC- - _ - 7MCYFiOYWJ.1t __ _-... ___. _ .. ur�:Yb v..�. A.•...u;�:..�..*Mr. lrllll -IIIII111111111IIIIIII1iTill'TIIIiIIIIIIIIIIIIIIIIIIIIIIIlII1111111T111111111111illllllllLl • � - i �_ i ' IF THIS DOCUMENT IS LESS I I I I I I I I I I I I I I �j I I I l I I l I I I � l I I I I I I I I I I LE THAN THIS NOTATION I 1 I I a7 I 4 I 6I LEGIBLE —.--_--� � 5 TO THE QUALITY OF No.9e IT I. DUE Q _ F7 THE ORIGINAL. DOCUMENT. — -- - TIT I £ ez ez c.z ez 711111 �11 szcozsi e>< IIIIIIIIIIIIII IIII�IIIIIIIIIIIII IIIIIIIII�IIII�IIII (IIIIIIII IIIIII IRI E3 T.O. WALL 6 L. vi !Vi 1 2 b A1.1 AW 15UILT-UP ROOFING OVER R-IS RIGID INSULATION ON 5.0. DECK (HIGH fQ 0 1 1/2" STEEL DECK ON 2-1'-3" _711Z N- ------------------�_--le \s, 28" OPEN WEB JOISTF) 10'-O"OC C) 4 1 1 1 f DECK (LOW PT 8.- 3 A&. IL PJTUPRE TENANT ;z mX* C4". /Loeloy COP" Sim. STAIR 2w 201 NIX! 204 203 CL L LLrs I / A / A1.1 VINYL BASE 3 r4j "' — — — i 1 - - --------- 00 ).Z A1.1 TYP. Lu c*4 ----- ----- ------ Lv' B.O. CEILING -- - - _ - __ -_ -:-=: _ - T.O. CONC. OPEN'G GA1 --------------------=­_= NOTES: Cobb AWN" 6TAIR FJTLRE TENANT 01 1. INTERIOR FINISHES AT "FUTURE TENANT" AREAS NOT A PART OF THIS CONTRACT B.O. CONC. OPEN'G Ul 2. SEE DESCRIPTIONS BELOW iv FOR IDENTICAL CONDITIONS AT SECOND FLOOR 4 a A1.1 TYP. 5/8" TYPE X GW5 ON 5UILDINC SECTION 2 1/2 STUDS 0 24 OG 1/4 CONCRETE TOPPING SLAB 150TT0M RUNNER ON STEEL DECK. SEE STRUCTURAL 2mcl FLOOR SLAB T.O. FLAPR SLAB ON STL DECK Lo 10 Z I AREA OF RESCUE A8616TANCE: 1�! 41 UXTW IDENTIFIlICATM S*K f V21 Y-W 4'-VTASM MTFWTI", AND Z77\ 10477\ 11/211 Ct"ANICATON SY6TEM TO MAN FNTW OR 0TWM .___Jr_r__A;0CAT04A$ -_ —r-"Al - — — — — - 15'r FM DM. AND IBUiLDING JOIST/GIRDER A.R.A. SEE STRUCTURAL I-- FIRE. 5,AFIW-s AS REQUIRED 211 I 3 0 LEDGER ----------Ar SEE - 9"RUCTURAL A� 15EAM - SEE STRUCTURAL uAPLGAANDRAIL TYPICAL HORIZ 1A FURRING CHANNELS LL LE a T_ Ky T.O. GUARDRAIL REVEAL Al2 AT BALCONY ON 13R DEFLECTION CH-WNEL AT T0P/5EAM VAPOR BARRIER ANL11 ON 5/8" TrPE X CAUB ON T.O. HANDRAIL R-11 INSULATION SYSTEM 1 e< ---- CONTINUOUS MAPLE TO ROOF DECK 2 1/2 STUDS 0 24"GIC HANDRAIL/GUARDRAIL CAP UJ/ 3 5/8" STUDS 0 24"�)C r- r STEEL PANEL WITH I" AIRSPACE 153�0. CEILING ----------- --------------- ■ CUT OLIT PATTERN 4 WALL THRU 2nd FLOOR --------------- T.O. CONC. OPEN'G ----­-------- ---------------- - Bill. WELD TO STEEL - ------ lu II"1 31-80 Yjm#' 5 V2 CHANNEL SUSPENDED CEILING —T LA-1 00WIN,_1P VERIFY PATTER14 UI z I NOTE: (I T� (4 T) STRWAER 4 W/ ARCHITECT SYSTEM - BRACE PER z �' O UBC; STANDARD 41-18 6TAIR 203 ON ON WOOD TRIM 0 <1 SKYLIGHT -"0-' 2R _" DR ARDUND STIFFENERS a 4'-0110C Fn TPREADIS (T) Il" EA 5/8" TYPE X GYPSUM BOARD L 4 DIM. PT. MGM (R)6 2b/32" EA. PERMETER �J� w cm (VERIFY) CF LANDWsb I X MAPLE I" TINTED INSULATING- GLASS— x m 0 .1 om WITH 1/4" X 1/4" B.O. CONG. OPEN:9� W STAIR, REVEALS U-VALUE .4 SHADING COEFFICIFNT 2' V, STAIR TREAD/LANDING m (TYPICAL AT CONDITIONED AREAS M %q BEE STRUCTURAL a SKYLIGHT FRAME -4 Iq Z - 5/8" TYPE X GYPSUM BOARD STAIR NOSE ON 3 5/8" STUDS * 24"OC, TYPICAL METAL ap, It V , " _010 mv ECGE, TYP. 3/4" EXT. PLYWOOD ON I" AIRSPACE, TYPICAL—­­ I 3R 2 1/2" METAL STUDe 5/8" TYPE X GYPSUM BOAR TLT Ul"" CCNCPZTE PANEL, TYFZICAL-11 13R STAIR STRINGER: W1 EDGE TRIM AT REVEAL FIBER CANT C 12 C14ANNEL W/ SEE 575NICTURAL b* 1/4" IT! - SEE 5" CONCRETE SLAB IIIA 'A" TYPE X -1 STRUCTURAL - SEE STRUCTURAL 6/2 . . . 4 /411 1 1/2" GYILI&JM t1R BOARD ON I 2 1/211 STUDST.U. OOR SLAB �L T. W-S" (12 T) 5/e" TYPE X GYPSUM BOARD - STEEL CHANNEL ON 2 1/2" STEEL FRAMING IN�l y SEE STRUCTURAL r 241100 z R-10 RIGIU INSULATIONJ :v 1�C->JJ m 0 CONTINUOUS ro" PERFORATED-- Q CLC FOUNDATION D. RAIN I WRAP WITH F I L"'ER FABRIC 4 COVER WITH 12" "IN. CLEAN ROCK SKYL ISHT CURS 4 ENLARGED FLAN STAIR 203 3 SECTION STAIR 2 TYPICAL WALL SECTION A661 I/.-'# a 1,-AT 1 1/2's I'-D' ISTAIR WALL-511FIC B(JI'98-0068 SIT98-0002 971036-1 .dwg FILE. 11481 SW hall Blvd 10ofil IF THIS DOCUMENT IF LFcq1 +� +� I I Ili T TI11I 1�111T!1'111111 III V111111111111 LFGIBLF TliAN '11`11S NOTATION, 41 Illi( 61 �oJ GUST Im IT Iq DUF 1`0 T11F QUALITY OF 81 X�j (Of T!IF ORIGINAL DOGUMFNT 11r, In 81 9 V g I Mc, i,,1,1,41, A,, li,,i i,,Ji,611!11 1 Loo �2 :1L ell o" 101P e, ffix VAL Aw SUPPORT ANGI E tb'-ap PLY. IND. SHTG. C) STUDS TO STRUCTURE MTL STUDS PPF FINISHED ROOF SYSTEMV RATTINSUL. ..OPING % H M BRACE BACK • ROD AND P.T. BLOCKING TO S rRUC TURF SEALANT 6" METAL EIFS/ 1 1/2" . . . . . . . . . . PRECAST STUD HEADER RIGID oo Li L__ ALUM. WINDOW 1111 1 CONC. PANEL LLJ FRAME RIGID INSULATION -------BATT INSUL -FS25 cn ----- SUSP. A C TILE RIGID INSUL. SPANDREL 6LASS —5/8" TYPE 'X' BD. MTL STUDS EXTEND 4" TYP. BATT INSUL. • ALUM. WINDOW FRAME SPANDREL MTL. STUDS _A_ GLASS ROD AND H.M ANGLE DRIP FLASH SEALANT ALUM.WINDOW r- 1" INSU ALUM. WINDOW FRAME EIFS/ 1 1/2" SEALANT INSUL. GLASS SEE FRAME I I I I-LiA-L RIGID SUSP A C TILE IN INSUL. GLASS SOFFIT ENTRY/ CO ��NFK 51 r'fl WINDOW HEAD /JAME3 Sltwl. VERTICAL MULLION @ SPANDREL \—&8- TYPE 'X' GYP. BD, 'T 11-Ow (CENTER GLAZING) 3- 1'-0" 13 cl- C.D SECTION @ SPANDREL GLASS us 30 1'-0" (HORIZONTAL MULLION) uju IN INSUL. GLASS BATT INSUL.-FS25 <j --,.---BATT INSUL.-FS25 ,.,�5/8" TYPE 'X' GYP. BO Z518" TYPE 'X' 6D. PRECAST CONC EXTEND 4" TYP. ALUM. FRAME W/ DOOR MTL. STUDS PANEL 'AD PRECAST CONC. 00 . . . . . . . . EXTEND 4" TYP STOP AND OVERHEAD .:0... CONCEALED CLOSER MTL. STUDS PANEL < SOUND a. Q* ALUM. DIMIL- ALUM. DOOR . ;x INSUL. (J L b C DIM r L POINT STOREFRONT POINT ROD & SEALANT SUSP. A.C. TILE 2 1/2" MTL. 5/8"TYPEX ROD & SEALANT SUSP. A.C. TILE ALUM. W NDOW STUDS GYP. BID. -T ALUM. WINDOW FRAME 0 FRAME 1" INSUL. GLASS 41- 1- INSUL. GLASS DOOR HEAD L 3 IT Iq 14 3" V-O" WINDOW HEAD -- (CENTER GLAZING) STOREFRONT @ VESTIBULE (� WINDOW HEAD JAMB SIM. 10 3- 1-.0- JAMB 3" 1'-0" JAMB SIM. 3" < • CONC. PAVING SLOPE AWAY FFOM BLDG. (9) 1/4-1 FT. MIN. ALUM. STOREFRONT DOOR ALUM. STOREFRONT DOOR ALUM. THIRESHOLD (PER ANSI ALUM. THRESHOLD (PER ANSI 1* INSUL. GLASS STDS) -SET IN CONT. BED OF STDS) - SET IN CONT. BED OF 1' INSUL. GLASS ALUM. WINDOW FRAME- MASTIC ( MITER ALL CORNERS) MASTIC ( MITER ALL CORNERS ) REFER TO MFR. SPECS FOR ENTRY MAT CONC. FLOOR SLAB , VERT. OR HORIZ. APPLICATIONS SEE STRUCT. CONC. FLOOR SLAB , ALUM. WINDOW FRAME Q7 K 0 I-Tr CARPET SEE STRUCT. SLOP b"at b.%%'. . ............ . PRECAST GONC. WALL PANEL BELOW PRECAST CONC. WALL PANEL BELOW .. . . . . . . .. SLAB ON GRADE VERTMORIZ. MULLION (CENTER GLAZING) SECTION — VESTIBULE DOOR THRESHOLD DOOR THRESHOLD V.) VERTICAL MULLION 1 .� X V-0" 15 3' - l'-O' 0 3" l'-(r cy- T V) ul 1"INSUL. GLASS i" INSI-IL GLASS 1" INSUL. GLASS ALUM. STOREFRONT- 1/2" SET IN MASTIC ALUM. WINDOW ROD &SEALAMT ALUM. WINDOW ROD & SEALANT FRAME CONC.FLOOR SLAB- CARPET ROU & SEALANT FRAME \4 Iri 1 ( SEE STRUCTURAL $LOPE MTL. STUDS 'M __f�POINTI DIM :ear5/8"TYPE .X, • • cl) POINT GYP. BID. c .6 0 . . . . . . . . . . . . BATT INSUL. -9. CONC. FOOTING PRECAST SIDEWALK- PRECAST CONC. .%%. -....-.•.-.. SEE STRUCTURAL SEE STRUCTURAL PRECAST CONC. PANEL m PANEL 0 V WINDOW SILL 8 GLAZING) -� 6STOREFRONT SILL (CENTER GLAZING) (CENTER 40-0 WINDOW SILL 3- 1'.0 4 3' al'-O' lil 11'98 6068 SIT98-0002 11481 SW Hall Blvd IF THIS DOCUMENT IS LESS I I � ' I L I I I I 1 1 l ! I I � � �� �� I ( � ,L�� THAN ]'HIS NOTATION, 71 LEGIBLE b�j IT I _ �_ _ _- srt j S DUF. TO THE QUALITY OF No 36 0 1 T I ( _.�j'_ �L--- . �--=—J•) _�_ ___ ___ 1_ THE ORIGI*'A.L DOCUMENT. 7111114 - g 111119 Ill 11 Ili 0 9 6 QI Tuum si—mil-1111171111111111 Ttilil 11W -7 PRE-r-:INISHEC METAL COPING ROOF DRAIN (III FASTENED TO METAL CLEATS - NO MEMBRANE z FASTENERS THRU TOP. SLOPE SEALANT FLASHING TYP COPING TO ROOF 10%MIN. 0 U. 150ILT- UP MEMBRANE 0 REGLET SET IN P.T. WD. NAILER FASTENED ROOFING ov. MASTIC & SURFACE CONC. PANEL 1/2"/ TO TOP OF WALL W/ 1/2"0 MOUNTED TO WALL 4'-0' E5 I- �_ L A.9. 0 48*Q.C. N.T.S. Tci_cn ALIGN TOP OR BOTTOM T.O.C. 2'-0" BASE FLASHING �•.••. OF JOINT W1 PLACEMENT N.T.S. CANT BEYOND 3 LB. LEAD FLASHING • OF ALUM. WINDOW SET IN MASTIC- TYP 6" WIDE G.S. FRAME P 18*O.C. G.S. CLEAT( SCUPPER- SEE Ill AILS 0 a. FASTENED W1 NEOPRENE DE!�i(iN & WASHERS INSTALLATION _j FLASHING TYP. PERSMACNA SEALANT JT. - TYP. 0 11.- 6 ., : .., Sim. OPE STANDARDS SL tZ7 TYP-A. HORIZONTAL JOINT —CONT iNUOUSG.S. CLEAT Ous c 16' 'VP$4ry PANEL JOINT W1 ROD AND SEALANT @ IM, CONC. PANEL PAINT FINISH, BOTH SIDES -TYPICAL EXTEND Ilk *A�4i < MEMBRANES TO SCUPPER .7 :Pl P` SEALANT A GRID 3X, P.T., SIZED @ GRID CL REGLET SET IN MASTIC& SURFACE PRECAST cl) METAL ROOF DECK MOUNTED TO WALL TILT-UP WALL CT. ...... . Cho 112" r SEE STRUCT. SEALANT JT. - TYP. SEE STRUCTURAL c DRAIN LEADER 40 FIBF9 CANT SEE MECH. 3 4�314' 3/j4- VERTICAL JOINT --------j Ljj MEMBRANE FLASHING P.T. BLOCKING OVERFLOW SCUPPER & DRAIN REVEAL JOINT ,a41-1/2" 1•-0" 6's 11-0" It--T-ur MEMBRANE Lu ROOFING T.O.D. At SOILS STACK MATL AS RECtD. by CODE PRE-FAB SLEEVE COMPATABLE CO-ORDINATE ALL PENETRATIONS R-19 RIGID WITH ROOFING SYSTEM WITH STRUCTURAL ENGINNEER uj INSUL. P.T.BLOCKIN43 I 1/2"MTL. 4" DECKING a SUPPORT- SEE STRUCT. 0 OWLT-UP1110 MEMBRANE ROOFING AND PARAPE'F FLASHING < r L 1-1/2* s 1'-0" O c Fq • ROOF SYSTEM PRE-FINISHED METAL COPING (SEE STRUCTURAL) FASTENED TO METAL CLEATS-NO FASTENERS THRU TOP. SLOPE COPING TO ROOF 10%MIN. CONTINUOUS P.T.WD.NAILER FASTENED TO TOP CLEAT OF WALL VIP I/rO A.B.0 48"O.C. SOIL STACK G.S.CLEAT Q 19-L).C.FASTEN- 3" = 1'4r 1/2* ED W/NEOPRENE WASHERS T.O.C. SEALANT Qb JT. -TYP. 4"FIBER CANT MEMBRANE FLASHING LT-UPMEMBRANE T.O.D. MFG. ROOF SCUTTLE VAR INSTALL AS PER Ill IES RECOMMENDATIONS COMPRESSIBLE• i R-19 RIGID TUBING ------ INSUL. RIGID INSUL. V) _j 11/2"MTL. CANT STRIP z DECK MEM. FLA ING 0 SUPPORT-SEE MUIL-T-11I STRUCT. MEMS. ROOPG P.T. BLOCKING uj TILT-UP RIGID INSU CONCRETE CA PANEL PARAPET DETAIL 1-1/T V-0" P.T. BLOCKING _j 1 1/20 MTL. DECK ii <41 STEEL BEAAA SEE STRUCTURAL II (p M 01 ROOF SCUTTLE. ro3" - 1*-W A762 1WI'98-0068 SI_IL('8-0002 11481 SW Hall Blvd 12 of 31 1111111 Jill IF T1115 DOCUMENT IS, LFSS lll � ^ 1l0 11il: �i 1,FGTIl THAN TIIIS NOTATION, 81 �___._— IT IS DLIF 1-0 THF QUALITY OF No.36 16, L _ll�llil IIII�IIII IIIIIIIII ILII ILII Illi ILII !III ILII ILII illl l!�! !III II{!I!!II ILII ILII ILII ILII ILII ILII ILII ILII ILII T 11 TM I 9 19 TTIF ORIGINAL DOCIMENT. II IIIIIIIIIIIIIIIIIII lilllllil Illilllllllllll �g Or, 61 1 IIII illi 111111T Z! A& COW. STAIR LCWY BLOG COW. 6TANt 201 203 203 2 VJ 29M - 411 VINYL BASE _K ------------- SOUTH INT. ELEV. 5LOG CON F 201 ------- . CONTINUE ........ .. ------- --- - - 1/4"sl'-O" : 1--------- ------ STRINGER TRIM & C/) DETAIL AT ---------- OPP. mu --------------- r-- - ---- ----- LANDINGS ---------------- --- ---- 4' FIRE ----- --------- -- ------------ EXTINGUISHER - ­------------- - - - ------------- - - --------------- (FE-3) STAN LOBBY VES lob OVERNIGHT— MAIL 102 --------------------- DELIVERY -_---------- -----_ '4;;`------------•------------ SERVICE --- ------------------ 'e- IrT V DROP BOX ----------------I------- ----------------------- 12" TILE BASE VINYL -----------------------+'+ BASE L&AaA --------------- -- ---------- --------- ---- I I N \ 17T I IT7 I I I I I I -- ---------- -7 1 1 WIRE SAFETY CONTINUE TILE BASE SET FLU-0,44 IN WALL: GLASS, T"tP. AROUND OTHER SIDE AMERICAN LOCKER OF WALL IN MAIL 102 TYPE 11 CLUSTER US POSTAL SERVICE NORTH INT. ELEV. STAIR 203 EAST INT. ELEV. L.01515Y/STAIR OR APPROVED EQUAL 2 EAST INT. ELEV. MAIL 102 1/4" 4 BLDG COW. L Y STAIR 201 204 203 LOBBY,, W52 WG SOUTH INT. ELEV. L055Y 202 TILE BASE RETURN MAPLE TRIM TO TOP OF: STRINGER TRIM CONTINUE MAPLE TRIM PROFILE OF STAIR 3TRINGER (BUILD \\ - / ;� OUT AS NECESSARY) AND RETURN TO FLOOR END OF STAIR STRINGER -------------------- CORRIDOR STAIR vi E VtOTIMLE LOWY ­--------------------4 *Imu \ 101ob N\N 3 -------------------- 102 A6.1 W _j 0 Z << t ` _ C- �� r77= il 17111 -T I.-Ow N � O SOUTH iNT. ELEV. VEST15ULE 101 WEST INT. ELEV. L055Y/STAIR TILE SASE TOP OF STAIR I x MAPLE CONTINUOUS GYPSUM BOARD EXPANSION JOINT 19 ALIGN WITH SOFFIT LINE 12" TILE BASE THIN SET I x MAPLE TRIM RETURN TO FLOOR VINYL BASE NOTE- (P 12" TILE BASE TYPICAL AT VESTIBULE 101, LOBBY 105, STAIR 106, STAIR 203 AND - LOBBY 202 ale IN (0 CARPET L &4_ TILE SASE 14 TILE SASE CORRIDOR 13 A861 FILE: 971038-1.dwg BUP98-0068 SI l'98-0002 11481 SW Hall Blvd 13 of 31 IF THIS DOCUMENT IS LESS 1lr ill III III III III 1 I III II-I III I I III III Ij? 11T 111 III ill I r 111 111 111 III III III II I I III III IIIIIII III 111 111 1 lir 111 111 III III Ill Ill�lll III III VIII I 61 LEGIBLE THAN THIF NOTATION, IT IS DUE TO THE QUALITY OF N.,311 el=�mj�r THE ORIGINAL DOCUMENT. 'LIII�1IIII9 u r.I 03 0 g iIIIIIIIII rill 1111Ijj 11 1 11111111116 jj� J1111 is, IIIN- • I - I uj cl:� \ \ \ EXP. JOINT �/ ��.� h-- \ \ \ \ ALIGN W/ SOFFIT / S- \ \\. S AI R \ \ 204 \�• / Q 4A8 .l 0 . \ Z Q top \1 A NORTH INT. ELEV. - CORRIDOR 204 _ - � � 1 ----- --------- ------ : 1/4"■I'-0.. - ------- -- --------- � 1-------------- -------------- --------------- _______________1 /'� r� --------------- ' ---------------: g.Ji y�a F 1_ __ _ _ _- L------.,____-_-_1 GYPSUM OI BOARD EXP ;-__ --- -- -, ,------- ALIGN W/ SOFFIT c p"CoR \ \\ \ / \ \ \ __ __----_..____ - CONTINUE WOOD - --- \ / BASE AROUND \ WCs WG / / BASE OF STAIR _ AND ALONG AW BACK WALL DPP. 4' O � � QUEST IMT. ELEV. - CORRIDOR 101 NORTH INT. ELEV. - CORRIDOR 10`1 vul 2 3 1/4"■1'-0" (WEST ELEV. CORRIDOR 204 SIMILAR) I/4"■1'-0" t, ray k ---------------- - --- ----------- V E--GYPSUM BOARD EXP. JOINT 1 ALIGN W/ SOFFIT CORRID R \ 204 TILE FE-3 \\ i BASE A8.1 VINYL ' 1 BASE e 4 SOUTH INT. ELEV. - CORRIDOR 204 1/411211-011 /4"■1'-0" \� Z E--GYPSUM BOARD EXP. JOINT ALIGN W/ SOFFIT Cc7RRIpOR \ TILE BASE ,ddl J VINYL +++ BASE ° o uj � SOUTH INT. ELEV. CORRIDOR 101 Q -- LU }— / CADWOOR C40MOORIw i / § 114 114 c,4 CID ui IL r } r NORTH INT. ELEV. - CORRIDOR 114 .� EAST INT. ELEV. CORRIDOR 114 _•___` S SOUTH - CORRIDOR 114 g WEST INT. ELEV. - CORRIDOR 114 1, 114"811-011 " ' " " ' " A802 111 11198-00(18 srr98-0002 , FILF: 971038-2.dwg 1 1'181 SAV IIall 131vd Id of 31 i If�ii �lliflifl ( IIIIIIIIIIIIIli11f1IT11111111111111IIIIIIIIIIIIIIIIT111111TT111111111111111111111 TF 'THIS TocGMFrrrT,, LF�� 61 I � III � LIII � III � I I � lli � 1111 1II � IIIII VIII � ,� . LRG J BLR TH/1N THIS NOTATION, —1 �__ L _ _ _ �_—�-- _-�__ _1 .__-_ Q1_ IS IT J. TGF: TO '('!IR QUALITY OF No.9e ��••!x_--- PQ�� 'THF ORJGIPJP,1, TOCi1MfiNT, _ __-T-�-- _ _�_ _. e� ____. _____ __ _- � _ 6Z �Z L�Z 9�4� �Z I fiL�Lr iT O�Z 8�i B[ L[ 9\4I 1 T fiT I Z[ I it I [ I I 8 I L I � I1I F17jjIIIII III llllllll IIIIII c,INC# 2 MA 0" 30'-0" 30'-U" 30'--0" 30'.-0" 3U'-0" 30'-0" -0mfg KNM'J - P.J. P.U. P.�. P�j VA/ I 7A 7A 1�7 VA -)1 2 Y-O" T- - _ _ _ __ - _ - __ _ __ - _ __ _ _ _ _ _ -. _ _ _ _ - __ _ - _ _ _ _ _ _ _ _ - _ _Q_ __ __ _ _ _ - _ - _ _ _ _ _ 0 FTG. T 0 FTC C14 0f - --- -- - - - - - - - - --- - - - -- - - - - - - - - ­ - - - - - - - -- - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - -- - --------- J - - - - ­ - - - - - - - - - - -- -- -- - - - - - -- - - - - I - - - - - - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - -- - - - - - - - - - -- - -- -- - - - - - - - - -- --- - - - - - - - -- - - - -- - - - - - - -- - --- -- - - -- - -- - -- --- - - - - - - - - -- - - - - e4 LLJ '10 C14 -Q- C.i C ci C J �5 a- 'T I, TG. < kn <( C> cj POUR STRIP AS REO 'D V-6- < T O.FTG. C14 CN <C CONCRETE SLAB ON GRADE #4 BARS AT 24- 0 C EACH WAY — T.S. 3 x 3 x 1 /4 1 OVER 6" COMPACTED CRUSHED ROCK 4 TYP STAIR COLUMNS - 3 r- -l'-O" TYPICAL AT TYPICAL - SEE 3. 20 T A­OFTC, INTERIOR 51.2 L.Lj DETAIL 1/S2.1 FOR TYPICAL (L .O.N.) COLUMNS ADDITIONAL INFO I- - - - -- - - --- r----- - - - - -z r r- -- --------I r- _j L L 4-9 4 D3 _5'_O' S3 - ----- (S3.3) - -- - - - - -- - - - - - - - - - - T.0 FTG.`-� (D� O.H. TYP m L I\S I I BUILT-UP CONCRETE 1 2 r, STAIR PLAT-FORM ABOVE kS1 -KC .2) _O" T.0 F TG. 0 M C) <c] p 0 0 SIM IS3.3 r- -4'-0" VERIFY AND 0 I c__ COORDINATE ."- BLEND FOOTING AND TO FT6 Co, 'E IS 1.2) Typ. REINFORCING. CONTINUE cz NTH ELEVATOR PIT DEPTH TYPICAL TOP REINIF - -- - - - ---- r-- - - - - ---n r------ - - - -I r-------- - - - ACROSS SPREAD FOOTING TYP. a POUR STRIP 204 ��'�� ' ' / AS REQ'D Ar •T7 b C� CL V_ 51.2 L a b4kp J -3r - -- - - - - - - - -- r - - -- 3'-0" (D� - - --- -- - --- - - ----- - -- T O.FTG, '0c fG­ ELEVATOR PIT v(ERIFY PROVIDE (2) #4 SIZE AND LOCATION W/ ARCHITECTURAL DRAWING" T O.FTG. X 4'-0" BARS IN 5'-9 6" a POUR STRIP TO BE SLAB AT REENTRANT BEHIND INTERIOR CORNERS - TYP. b 0 • FOOTING <C O.H. \=/2)\, 5'-0" 20'-0" 5'-0 C.J. J. C.J. C r 3 45' \, S1.2 L - - ---- -- --- - ---- ----------------- - - -- - - - - - - - -------- ------ --- ----- -------------- .....L ........ -------- --- ---- - - - - --- ----- ----- ----------- - -- ----- - - (VERIFY"\ -------------- -- - ------- ------- -- - - - - ----- - --- - ------- - ---- - - ---- - - ---- --- - - - - ---- - ----- - - ----- r-------T r--- - >E T O.FTG. 0 6 Sil �S 9�2 O.H co, -- - - --- - ------ - i- -- - - IN, A /A ZL A\ 5'-0* 20'-0" 5'-O"._,, A 17 16 Z < L= 30'-7" 30'-5" 30'-0" 30'-0" 30'-0" 31'-0" <]< L-j H (VERIFY) LL.J LJ 7 FOIJNDA11ON PLAN BLDC. 1/7 1' 0 COLUMN AND FOOTING SCHEDULE SCHD -COL COLUMN FOOTING REINFORCING NOTES WIO X 33 9'-0" X 9'-0" X 24" DEEP (9) #6 EACH WAY AT Borrom SEF DETAIL FOR BASE PLATE O CD CONC TILT PANEL Y-0" WDE X 16" DEEP X CONT. (4) #5 CONT TOP AND BOTTOM CONC. TILT PANEL 6*-0* X 6'-0" X 16" DEEP (6) #5 EACH WAY AT BOTTOM BLEND FOOTING AND REINFORCING - SEE NOTES ON PLAN FOUNDATION LEGEND FOUNDATION NOTES: 40 -X'-X*' 1.) CONTRAcrOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS NOTIFY ENGINEER G. DESIGNATES DEPTH OF TOP OF FOOTING SELOW FINISH FLOOR 00 IMMEDIATELY OF ANY DISCREPANCIES. ON CD all I CD C) INDICATE'- FOOTING STEP PER DETAIL (7S1.2 rn 2 ) CONTRACTOR TO VERIFY CRANE SUPPORT REQUIREMENTS AND PROVIDE THICKENED SLAB OR Lr) DESIGN SOIL PRESSURE: 2,000 PSF DEAD LOAD PLUS LIVE LOAD r*� OX DESIGNATES COLUMN AND FOOTING TYPE. SEE SCHEDULE THIS SHEET, LOAD DISTRIBUTION PADS AS REQUIRED ON SEE SOILS INVESTIGA ION BY. GEO STANDARDS, DATED OCTOBER 21, 1997 3.) PER SOILS REPORT, UiJDER SLAB VAPOR BARRIER IS TO BE PROVIDED AT OWNER/ARCHI TLC T'S DESIGNATES PANEL REINFORCEMENT TYPE SEE SHEET S1.3 FOR PANEL DISCRETION. :zoo, ELEVATIONS AND DE"AILS LLJ LID LJ C.J. INDICATES CONTROL JOINT PER P.i INDICATES PANEL JOINT O.H. INDICATES OPPOSITE HAND. INDICATES PANEL NUMBER FOR REFERENCE ONLY CONCRETE TILT-UP PANEL�) MK Consulting Engineers \,L.MK PLOT DATES: 3933 5 W. KELLY AVENUE Simi v I WTW ,2/15/97 13 49.14 PORTLAND, OREGON 97201 12Y 9/97 13:44.54 WTW v 21 8.47 57 WTW (503) 222-4453 FAX 248-92153 \ACAD\VDL\97.-)O I _ 7/98 9S11 1/30/98 17: 35.39 WTW HUI'98-0068 SI-1-98-0002 11481 SW Hall 131vd 15 of'3 I IIIII VIII I VIII II111 I III III 111ITr1 I�l11lT dill I T�1�T11 T�Ilill IIIIIII VIII I IIIIIII IIIIIII lllll�l 1111 T 1�T1)11 l�l 1 1 IIIIIII I�III�I IIIII�IIIIIII I LEGIBLE THAN THIS NOTATION, Tj_�Ijrj1jIjIj ! IF THIS DOCUMFNT IS LES!; 11' 1J IT IS DUE TO THE QUALITY OF V I g II l I No-36 Gus Z THE ORIGINAL DOCUMENT. g 8Z 9Z LZ 92 11111,11 rill III,L11 1-19, 111 F11111`1111-1 11-111'111 11111 1181 11111 1 Fowili, 182 - 2 �3 TC L 7- t7 #3 STROCTURAL NOTES 3 Framing anchors, joist hangers, post caps, etc. To be "Simpson" o, approved equal. 4 Al! bolt heads and nuts Dearing on wood to be pro.,ded with o wosher. 3/4" 1/16' MAX SLOPC IJP AND BOTTOM 5 All nailing to be per Table 23- I-0 of the UBC Nails called for on the r drawings are to be common nails. NOTE: IF WOOD FORM IS USED FOR ,JiNs C, NERAL 6. Cutting and notching of joists not allowed 1" diameter hole may be drilled KEY, KEEP WOOD WET BEFORE !KEYWAYPRE CAST CONCRETE TILT-UP WALL .�-STOREFRONT. SEE ARCHITEC11.,RAL 0482 w in the center 1/3 of the memCONCRETE POUR TO PREVENT 1'--6" Iber depth. All other holes to be approved. SWELLING ( / #4 DOWEL' x 0'-4" -� These notes set minimum sconr;urds 'or corstrurtron. The drawings govern �. Studs may be notched in the lower 1/5 of the height of stud for electric and r r � 1" MIN. AT 4'-0" U C PENT OVER WALL BAR over the general notes to the; extent Shown•, Plumbing pipes, but no port of the notch is to be deeper than 296 of width 1/8" RADIUS TOOLED EDGE � DED ROD x 2'- 0" THREADED R USE 1/2" DIA. REA 2. Contractor shall verify all dimensions and corditiors on drawings and in of stud Holes of diametdrs up to 1/3 of width c,i stud may be drilled in v �. OO LOOP INSERT FLUSH SHELL � �1Q Milli KEY LOCATE KEY AT ?SID • r----BEND PANEL REINFORCING INTO 1 field Coordinate locations of openings through floors, roofs and walls stud. SLAB DEPTH POUR JOINT. SIMILAR TO COLD I SLAB .8 OVER 4 �f M with orcnitectural, mechanical and electrical plans. Notify VLMK Consu.ttny 8. All iaminpted beams to be Douglas Fir with Fb = 2.4 ksi I FL. K t 9 per Al TC 11 , ` ',�^. v �� CONTROL JOINT EXCEPT RUN SLAB CONCRETE TILT PANEL- Engineers (VLMK) of any dis,.repancies. Specification. Combination 24F - V4 for simple spun beams, all others 24F - / 3 Contractor shalt prOeide all Iecessar temporary support riot t0 COm r Y P y Pp P p etion V8 Laminated columns to be onv combination symbol and grade with Fc t.t00 _ L \ / REINFORCING THROl1GH JOINT PER PLAN of vertical and lateral load syitems. VLMK has not been retained to provide psi mirim,;m and E = 1,800,000 psi minimum. Appearance grade to be -� - All s I any services related to lc'^ p;te safety pit. uutrons, or to review the rr,eons, in4+ustriai, unless otherwise noted on drawings. AI TC or A P.A-E,W.S. methods, techniques, sequences, or procedure.3 for the contractor to perform. Certificate regiired. Use waterproof glue, work Unless we are speciCcally retained and compensated to do o:herwise, SHIM HEIGHT NOT our work is limited to the design of work described on our drawings for th s STRUCTURAL & M;SCELLANEOUS STEEL _ TO EXCEED 3/4" \ a Li.l N r project. 1 -ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS � i i v $ Where reference is mode to ASTM, RISC, ACI or other standards the latest 1 Retailing, fibricaCon and erection shall conform to the steel construction 2 -SEE PLANS AND SPECIFICATIONS FOR TYPE AND issue shall apply manual of AISC. LOCATION OF JOINT - ` w �\ c (� z , n O � ,I � ti All wort small be in stn ct compliance with the latest edition = 5 un of the 2. Ali wide flange members to be A572 (Fy 0 ksi) steel Other miss. steer U za �z \,\ COMPACTED BACKFILL -2 Uniform Bu,ldirg Code (UBC) as amerded by the State of Oregon and all other to be A36 (Fy = 36 ksi) except as noted _ state and local building requirements that apply. 3. All welds to be mode by certified welders to AWS standards with E70XX /^� 'o > AT EACH SIDE OF WALL. `- `� �`��r = 5 Design Criteria: electrodes. COLD KEYED CONTROL JOINT iO I , USE CRUSHED ROCK INSIDE. V o. Basic roof live load.. ..25 fy/Sq. Ft. :. Unless noted otherwise, baits to be A325N for steel to steel connections and �__�-- SHIM PANELS AT 8'-0" O C. MAXIMUM - NEL ELEVATI ¢ b. Floor live load........ .50 #//Sq. Ft. A307 for anchor bolts and connections with wood. Provide standard plate C ) S12--1A 1 l" 1'_p _ FOR PANEL REINFORCING SEE PA ON, Q a PLANcr , A (MINIMUM THREE SHIMS PER PANEL) AND � Q I- Wind.............. .......UAC 80 mpi, Exposure B washers under all bolt heads and nuts in contact with wood. � I. ROUT WITHIN 24 HOURS OF SETTING / d Seismic....... ... .......Zone 3 5. AN structuroi tubing to be ASTM A500 Grade H. Fy = 46 ksi. Ali steel pipe PANEL';' /\` ?. Mechanical equipment, mechanical and sprinkler piping forger than 2" to be ASTM A501 (Fy = .36 ksi) or ASTM A53, Type E or 5, Grade 8 (Fy = 35 • o diameter or ar.y other items producing a hanger or support 'ood of over 50# ksi) 1/8" RADIUS TOOLED EDGE 3/4" X 1'-0" SMOOTH GREASED shall be hung by a system opproved by VLMK Any hanger or support producing 6. All light gauge steel 16 gouge and heavier shall be formed from steel of ° DOWEL AT 2'-0" ON CENTER, n a S r u J i - SEE SCHEDULE FOR a loac over 20l shall have additional framing instolled to transfer these ASTM A5'0 Grade D with Fy = 50 ksi. Light gouge steel 18 gouge and lighter a � CENTER IN SLAB. FOOTING SIZE AND fonds to the main structural beams or wall unless othrrw se approved. shall be formed from ASTM A611 Grade C with F y = 33 ks!. Detail and -N r _ • • • • • REINFORCING -- s • • • -J + 8. These drawings have been prepared solely for use in the construction of the fooricate light gouge steel per AISI standards. ♦ ♦ , , i ---- j � �M Holl Park Office Center project located in Tigard, Oregon. Possession of 7. Do not oversize drilled or punched holes with burning torch � n r7 Q these drawings does not grant d license to construct or fabricute the whole, 8. Af drillea expansion anchors installed in concrete to be one of the T' T or, parts of this project in other locations. fol!owing: "Red Head Trubolt Wedge Anchor" oy, ITW/Rarnset (1,C.80. 191372); EQ. I E0. E0. I EQ. Et. Z ori - - ---*-----,� F,"iR FOOTING SIZE AND REINFORCING ( g "Rawl Stud" by P.C.B.0q Company, Inc ( C.B.O panni); or "Sup -R-Stud" by i SLAB AT WAi.L POUR JOINT ;>EE FOUNDATION PLAN. SITE WORK U.S.E. Diamond (LC.B.O #3219). Other drilled expansion anchors are acceptotle only with prior written approval of engineer. Install all DOWELED JOINT INSTRUCTIONS: -� 974,527S201 -2 , _ , -D STOREFRONT ENTRY \�= w I Remove all organ;c materia, and topsoil from areas under the building or anchors per manufacturer's instructions. Provide min'-num embedmert and 1 -GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES, under pc•,ed areas• spacing unless noted Otherwise on drawings. Special inspection of exponsonc "12-3A 2. Fill material to consist of a granular material or conditioned site nnchor instu lation not required unless specifically noteo on drawings. 2 -CAREFULLY REALIGN BARS AFTER TROWELING SLAB - material. Place fill in lifts not to excee 8" and compact to 967. standord 9 All drilled epoxy anchors installed in concrete to be one of g: TO INSURE BAR IS PERPENDICULAR rill) JOINTCiel[ � F y the following: 1 112 3/16 AASH TO 1--?80 under footings, under HORIZONTALLY AND - RTICA � g paved areas and under floor slabs "Epson Ceramic 6 Epoxy Anchor' by ITW/Romset (LC.E; O. �j42f35) or "Anther-It 3 Bose material immediately under slob to be 6" loysr of compacted crushed Fastening Systems" by Adhesives T-mrioiogy Corp. (I.C.B.O. #4398). Other 3 -GREASE ONE END OF BAR rock. drilled epoxy anchors are acceptable only with prior written approval of 4 -ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS -- -- 4 See specifications for odditionot information engineer. Install off anchors per manufacturer's instructions Provide COLUMN - SEE SHEDULE PANEL JOINT AS OCCURS minimum embedment and spacing unless noted otherwise on drawings. Special `� -SEE PLANS AND SPECIFICATIONS FOR TYPE AND r NOTCH PANEL_ AT OTHER OUNDATIONS inspection is required of oil drilled epoxy anchor installations. LOCATION OF JOINT. 10 LOCATIONS { 1- Design soil pressure 2000 psf I_;ve Load plus Dead Load per geotechnical p P SEE PLAN Y 1 D COLD DOWELED CONTROL JOINT 3/4" BEARING PLATE x 11" report 1prepared by GeoStandards doted October `QP 199�. STEEL JOIST x 13" W/ (4) 3/4" ANCHOR t L All fon,;, s to bear on firm, undisturbed soil oro roved compacted tilt m nimurn 18" beiCw final grade. Notify VLMK before proceeding if any unusuo' 1. Steel joists shall be designed, fabricated and erected r S12-1B 1 1/2" = 1 -0 BOLTS x 8" (CONTRACTOR - g r q per SJI Standard MAY SUBSTITUTE I" DIA f --�- BLOCK OUT ;LAB FOR COLUMN ¢ conditions ore encountered m the footing excavations. Sgecificatlon DRILLED ANCHOR BOLTS � e 3. )o not excavate closer than 2: 1 slope below footing excavations 2. Camber dli joists with standard cambers per above Standard Specification BACKER ROD. PLACE IMMEDIATELY W; 6" MIN EMBEDMENT) FILL AFTER COLUMN IS PLACED 2 Clean all footing excova''ons of loose moteriol by hand. unless noted on the drawings. 5. Excavations may be made under continuous footings for pipes. BacKfill to he 3. Provide bridging as called for by above specifications. Do not use slotted AFTER SAW CUT (SAME DAY) \ COMPACTED SAND OR SAWN JOINT t 5 SLAB DEPTH. i �, GRAVEL BACK FILL. ( CT approved by VLf.(K. holes in bolted connections unless approved by engineer. / /CONCRETE 4. Pro,;de sho drawin s and calculations that indicate SAWING TO OCCUR AS EARLY P g joist sizes, loading, � Ztmember sizes, p' AS POSSIBLE WITHOUT SPALI.IN('Pon,., point locations, cambers, bridging aria any other � � oinformation that may be pertinent to the jab. Shop drawings shat; he CONCRETE. DO NOT WAIT UNTIL THE Strength: Average concrete strength as determ'ned by sob cast Icb cared stamped by an engineer (the product engineer) registered in the State of � t FOLLOWING DAY, � -" NON SHRINK _c nder to b - a� Ind cated below r o NDISTURBED yl ps dt 28 days plus rcrease depending cn Oregon. � J01� QO �'��� no cy - Uo GROUT -� _ ARTH the plant's standard de:iotror, as specified in ACI 318. 5. Provide inspection report prepared by the product engireer certifying that 2. Minimum, mix requ'rements the joists have been fabricated accor ding to the design assumptions andMACH FOOTING O r r " ♦ _ I REINFORCING 1'-0" D r Location Compressive Slump Min. Adm'xtures requirements. Repoli is to accompany Ilea ;gists on delivery to the project. -_ I � strength (a) cement 6 Joist erector shall exercise extreme care during erection of joists to _---` MMEM (� ` 4 da --- SEE SCHEDULE (psi) content prevent the joists from buckling laterally. Use spreader bars for flfting � � c FOR FOOTING SIZE joists and provide lateral bracing as necessar;. Remove any damaged joists �� - - t - AND REINFORCING ^, Footings 3000 0-5" 5 none from the job site. Go not attempt to reinforce damaged joists. FOOTING SIZE AND REINFORCING V +++"--+FFP--- r STOP REINFORCING 0'--3" 3 Slabs on '�00 2-4- 5 1,'2 WRA (b) STEEL FORM DECK AT FLOOF? CLEAR OF JOINT 0'-3" CL 'AR AT FOUNDATION PLAN Grade C.C. (d) (interior) 1. Stee! form deck to be Verco 20 gage Type W3 Formlok. 'see plan for WET �� }I and tior,ol notes and unshored construction requirements. Alternates may be 1 I CONTROL JOINT F Slobs on 3500 2-4" 5 1/2 WR A, AE (c) used only with written• approval from engineer. y 4 INTERIOR COLUMN DETAIL _, DOTING STEP Grade 2. Weld deck to supports et all volleys and to moryire, members at 24' o.c. S12-1C 1 1,/2" - 1' -0` �--� r S12-4 1" _ ,'-o" . 1 ;12-5 -- exterior) With 1/2" dia. fusion welds unless otherwise noted on drawings. .-� �� 3. Place rein forcernent 3/4" clear of top of concrete ct supports Allow to SEE ARCH Concrete Tift 3500 2-4" 5 11'2 WRA/PT20 (e) cope between supports. Provide #3 at 16" o.c. u•iless otherwise noted or `�- - - ------� Walls drawings. L4 x 4 x 3/8 W/ 3/4" DIA. I SEE PLAN AND SCHEDULE 4. Button punch side seams at 2,+" on center minimum. DRILLED ANCHORS AT 24" O.C. FOR COLUMN AND BASE �# Miscellaneous 3000 0-5" 5 WRA SEE ARCH. FOR LOCATION PLATE TYPE c. I , Slump exceeding specified I'rr,its shall rot be incorporated in the STEEL ROOF DECK 24" SEE DETAIL 4 ;', project except by written approval from engineer _ --r21- #4 #4 x 24" AT 24" 0 C � / 2 FOR BASE b. WR,a = water reducing agent 1 Steel rr �f deck to be Verco 18 gage 'Type HSB-36' or equivalent 4" MIN _-� y PLATE AND ANCHOR BOLTS c. AE _ air antroinment 2. Weld deck to supports at all volleys and to marginal members at 24" o.c. 24„ d. Up to 1 112% cal. chloride (C.C.) allowed during cold weather. With '. /2" dia. fusion welds unless otherwise noted or, drowirds. x 24" AT 24" O.C. 4 SEE DETAIL 6/S1 2 k. e. Pozzotec 20 (PT20) reau red for concrete placed nelow 40 cteg. F 3. Button-punch side lops at 24" on center maximum. #4 AT 12" O.C. HORil_. FOR ADDITIONAL z REINFORCING r .3 Puce and cure all concrete per ACI codes and standards. p, a• a, z 2" CLR. INFORMATION ! ,u "°�•i " ° °' - T 4. provide contra joints in all interior slobs or grade at 25'-C" o c. each LIGHT METAL BEARING STUD WALLS (where occurs) a j o$ o COMPACTED tiAND ------ way maximum, uniess otherw'se shown on plans Provide heavy (.3/4"; tooted w 2" CLR. #4 x AT 12 0- C �` y/ II / o� ��o a o OR PAC EL BACKFILL joints of 30'-0" o.c. it all ex,erior slobs, unless otherwise r,,ted. 1. Steel stud framina shall be installed as per ASTM 0754. �� " CLR. 6" 5. Sleeves, pipes or conduits of aluminum shall nut t:e embedded in structural 2. Metal stud wall trucks are to be attached to concrete floors wilt, minimum3° 6" 5" 3" - - �� -- Ln conc•ete unless effer vely coatea 014" dia. X i penetration powder-driven fasteners spaced of 24 on ELEVATOR PIT / L. 1 1/2"xl ,/2"x 1/4" 1" t NON SHRINK centers. CONT GALV. EA SIDE AND 77 GROUT 3. Metol studs ore to beer on full width of top and bottom track. I 4 AT 12" O.0 o N / ! REINFORCING 4 ENDS W/ 3/4" DIA. x 4" - � _ Stud spacing to be 16" on centers, unless otherwise noted. NELSON STUDS AT 24" 0 r I EACHWAY (' 5 Wall coverings to be atioched per UBC Tcble 25-G or Table �5-Fi I ,o, ,� PROVIDE (3) TIES pO AT TOP OF PIER All reinforcing stc +i to be ASTM A615 Grade 60. G. �6 gauge screws to Ge used to connect metol framing except as noted on the ! 1 -0" MIN. , C. ' 2 Fob,ico'e and install reinforcingsteel accordin to the "Nonual of Standard drawings 1" GRATING (r VERIFY WITH �U r� PIER 2'-0" MIN. X 1'-6" __ LOCATION OF o`� -�' W; ;4\ y5 VERTS. AND !'roctice for DetoU-1 Reinforced Concrete `structures" ACI Standard 315• ELEVATOR PIT \ . 7yo �► X13 TIES AT i2" O.0 3. Provide 2�- 0" x 2'-v" Corner Cors to match hori2ontol reinforcing in poured- r- r :�� in-- lace walls ora footir + _SPECIAL INSPECTIONS p gs of al corners and intersections �F4 X 18" DOWEL __S__� 1 _ 0' ° °' 4. Splices in wall reinforcing shall be lapped 30 diameters (2'-0" min morn) and The following ,,pedal inspections ore required. Provide r ng',neer with copy of o SEE SCHEDULE FOR FOOTING ��1-- AT 12" Cl C ° °° c °v / ;• ,Y• „ .v „ �• SIZE AND REINFORCING shalt be staggered at least �' at alternate bars. all inspection rep arts. , ��� d Z LLj A11 operings srroller than 30" x 30" that disrupt reinforcing sha!I have an 1. Special inspeAion required during the taking of test specimens and placing d C'cp cwC?v - 0) oN o`� amount of reinforcing equal to the amount disrupted placed both sides of of all reinforced concrete except slabs on grade. t'-0" 2'-0' x 2'-0" F' COMPACTED opening and exterding 2'-C" each side of openinq. 2. Special inspection required of all concrete reinforcement prior to concrete -` - - . ! • W � k, SUMP PIT CRUSHED ROCK E 6. Provide the fallowing reinforcing around wall openings larger than 30" x placement, except slab on grade reinforcement. � • • • � W W 30 3. Special nspection required of all strueturnl welding unless weldinq s done -� • _ e. (2) #5 liver opening x opens,^; width plus 2'--0" each side. in an approved fabricators shop. Ali field welding requ res special __ ___ _ (3) #4 EACH WAY ; CTE, VERIFY SUMP PIT w o o+�� c, , B. (7) 5 order opening x opening Width plus 2'-0" each gide. inspection Specio! inspection of welding me,� be performed on aperiodic �.�__� 6" 6" RECJUIREMENT; WITH MECH. o o R o rj _ {---- ' ` C. 2 a5 ea:h side of opening full story he qht. bo:is per JP.0 Section 1 701.5.5. � -`� DRAWINGS AND LOCAL CODE o,P°$� � � e � � . � D. Provide 90 degree hook 'or Cars at openin,Is if required extension post 4 5peciai inspection required of all h gh strength bolt (A325) instol,otions. '�- -- REQUIREMENTS o opening connot be obtained. inspection shQii be performed after bolt instolloticn rs complete Fer (1BC or O°G Vy "° °° �_T • �• • • e . • • ra •• • 7. Provide (2) fy4 continuous bars of top and bot'orr and of discontinuous ends Section 1 101.5 6. d eq C'J' Of all walls. 8. A.II wall reinforcing to be placed it, center of wall unless shown otherwise Special inspection required of ail drilled anchors in concrete or masonry on the drawings. unless otherwise specifically noted on drawings. E� ELEVATOR PIT DETAILr7*'N\ FOOTING DETAIL 73 LA 9. Provide dowels ',ram footings to match all vertical wc.G, p;Io:tter, and 6 t { column reinforcing (poured-in-place columns ,jr-,d wally). Lop 30 diameters or Special inspection requires' of all drilled epoxy anchors in concrete or c^ S12-6 3 4' 1'-0" 1 7 S21 -2 3 4 = T O 2'-0 minimum. masonry. 4' 10. Alternate ends of burs 12" in struc�urol globs whenever possible. 11, Provide (,2) #5 x opening dimension plus 2'-0" each side around all edges of openings larger the^ 15 x 15" in structural slabs end place (2) #4 x 4' -0" SHOP DRAONGS STOREFRONT. SEE ARCHITECTURAL a /� at 45 degrees to eocr corner. OR PANEL. REINFORCING v 12 Cortrartor to provide design and additional reinforcing required for I-fting Provide shop drawings for oil structural products delivered to the project. SEE PANEL ELEVATIONS TYPICAL SLAB REINFORCING tilt•-walls Shop drawings of hinder des,gned items ore to be prepared by, and bear the /HOOK AT EDGE OVER #4 -tamp of on Oregon licensed engineer (product engineer), Such drawings shall certify that the drawings have not deviated from the VLMK design in any way, or F00 IN. PLR 00 WOOD FRAMING (where occurs) sholl call to the attention of VLMK that the product engineer has deviated from the VLMK de•.iiyn drawings. Such aeviation may be. cause• for rejecting the shop Z �, + ���������+� U--, c`7 1. All lumber species and grades to be as follows (unless otherwise noted): drawings. Z f- r Y G. Joists, 'oeams and stringer3........... ..Douglas Fir #2 -o rn 6" nom And greater beams and str;ngers..Douglos Fir N1 a b. Bucks, blocking, bridging & mise...,.....Doug. Fir or Her, Fir N3 RADIUS Z �[ c. 2 X 4 studs. .. .....Doug. Fir "studs" or "std" dt 11 0 cT CONCRETE TILT PANEL - • y t� V belt ;r - �� d 2 y 6 studs k forger................... .Douglas Fir ly2 ___ _- ----____-_----_-' -.%' / PER PLAN � .�, �„� �- m ¢ Q = \/�''% !/� . (2) X15 CONT. -a t� L U er Sills, ledgers, plates, etc. Embedded in or in contact with • • • � \\\�\\ \�,\\t� � 1 _0 ,.oncrete.. ......Pressure treated Doug. Fir p2 ------+� f. Posts........ .......... ................Douglas Fir Irl 14- SEE SCHEDULE FOR FOOTING JLMK PLOT DATES2. Roof, floor and wall sheathing to be APA Rated Sheathing, Exposure 1, ;: • • '& K L DATES: WTW co•iforming to APA performance standard PS 1-83 and to ICBO NER-108. See ` SIZE AND REINFORCING / / drowingn for reculred thickness of sheathing and/or span rating. Install roof and Floor sheathing with long dimension psrpendiculor to supports and 12/19/9-11 13:48.17 WTW stagger end joints (unless noted otherwise in drawings). Use spacer tool to 8 RECESSED STOREFRONT ENTRY VLMK ConsultingEngineers provide I,/R" end and edge joints, including torgue and groove joints. S12- BA 3/4" t -0 9 2 Install 2 x 4 or thicker blocking at unsupported joints in wall sheathing. / f 39.33 S.W. KEI-I_Y A'vENUE 1/27/98 8.49.28 WIW 1 • [dock roof or floor sheathing where rotr,d on drawings. \ PORTLAND, CrPEGON 97201 (503) 222-4453 FAX 248-9263 97509S12 1/130/98 17: 37.7 WTW F3UY98-QO(;8 SI.198-0002 11481 SW Fall 131vd 16 of 31 ,. .•,.,. . .,,..;,, r . » ., �, �r •v. rev .."�'w��r:�'�'.'�!Y4'r1�krA".f;.. 'M e. rya.. r. ..r ..:.. •.yM.. .r 'tiMi.• IF THIS DOCUMENT IS LESS Ill 'ill III Ill ill 111 I I III ill Ill I I III III 11r IIT III Ill III I l 1I1 III 1I1 III ISI III III I I III III III ll1 1�1 �It I�I T11I 111 111 1 1 Ill I I I 1 1 I I I I 1 I 1 I LFGT13LF THAN THIS NOTATTON, I I ( �, I I I I I L� I I I V TT I. DUE TO THE QUALITY OF USS` /61 I'MTHF ORTG1NP.L I)UCl1MENT, ___-_ -_ _ -..._ __-__._� _ _ �� � � S Trill 8 CL SIC,ti � II L t f9t- ii1II t t IT�� `ji--- I�►I►Illll�llllllllllll I►►I►II►III►��I�II II►I�IIII IIII�IIII I!Illl�ilrlll►VIII III�IIIII (llllllil ►III Irlt Illllllll IIIIIIIII II(I I►►� illi (! IIII IIII IIII IIII IIII IIII (��) IIII IIII IIII IIII 1111 IIII 1111 IIII IIII IIII II!I IIID Z_ 182 —0" 30'—0" 30,—0" 30'—0" 30'-0" 30'-C)" 30, 0'" 4(,u 1114D S2,2 LLJ _D C'n , C*ld -0 C-4 L �o 0" 28" LH �34 SEE NC TF #1 TYPICAL U 0 N 2 S2.2 ANkN6 ------- L4j c� 4� 32- VG 3N 36K 32" VG 3N 36K 32- VG 3N 36K 32" VG 3N 36K 32 3N 32" VG 3N 36K, VG S e2 X C14 I 2 X 20 7 4 �S 2-) SIM Ul LANDING 651 ow U1 Ln m CANTILEVER LAN CING. PROVIDE SEE N E #1 3 , ca x 11. ul SHORING FOR ME AL DECK DURING CIS x I I. TYPICA LI.O.N a. U111 00 00 CONSTRUCTION. U111 C4 I I I 00 STAIR 1400 500 OPENING ► T A IR 00 L CNN OPENING N 11 0 28 f5 X T-0" TOP LU 10 0 O.c WTI I 7T1—2'-X BARS AT 8" O.C. 20-IT 1 lot/ METAL DECK SPA4S OPPOSITE _O" O.0 )0 AT 10' ),B DIRECTION THIS AREA AS SHOWN. LH 4 j 4'-0' 2 I W16x26_ C8 X 11.5 ...... IL U?j CL />32- G 3N -------32-* -VG- 32 VG 3N 36K 32" VG 3N 36K 32" VG 3N 1 32" VG 3N 36K O r + 2 52.' S2.1 �2t —ELEVATOR SEEN CTE #1 x OPENING N TYPICAL U.C.N. r r 'S O.0 -3 28" LH 1400/'5()" 10 6 E III S2 (52.1 2 ws x 10 0 S 2 I�M. C12x20.7 C1 2x-0.7 C12 0. C1 2x 0.7 un C1 2x20-7 I I C12 SEE NOTE 2.) TYP x x x CN J2 K� 1`n— I U ; S3 3 O --� TS4x3xl/4 J C1 2x20 7 TS /4 CONCRETE TILT C12x2O. T34x3xl/4 LJ WALL PANEL WITH 0 REINFORCING CAGE /4T�— L8 x 8 x 1/2 x V-115" W/ z SECOND FLOOR FRAMING PLAN g << F: AT GIRDER - SEE 1/2" STIFFENER PLATE AT PANEL ELEVATIONS • GRID LINE SLC /8"=1 0 o t3� 14 T S 3 x 3 x 114 2,2 COLUMN - TYP. Z SS 2 U 2. SEE PLAN FOk TYPICAL LLJ x GIRDER/JOIST CONNECTION Z 13ELOW FLOOR FRAMING NOTES AND LEGEND 5E 48K 8K 6K GIRDER PER PLAN 1 1400,/500 1.) Z-7 METAL FLOOR DECK TO RF 20 GA. GALV. W3 FORMLOK BY VERCO MFG. CO. L 1400 500 L 840/300 ®r-lilD 6 OR APPROVED EQUAL WELD AT EACH SUPPORT EACH LOW CORRUGATION (14 0 WITH 112" DIA FUSION WELD, WELD AT MARGINS WITH 112- DIA FUSION WELDS X EMBEDS PER AT 12 CC. BUTTON PUNCH SIDE SEAMS AT 24" O.C. DETAIL 1/S2 2 CHAMFER GIRDER BEARING N : ` —— _­ ._­ -.V , f CONCRETE SLAB AND METAL DECK TO BE f 1/2- TOTAL THICKNESS, PROVIDE AT PANEL AS RFO'D. �Z_ v #4 AT 1'3- O.C. EACH WAY TOP OF SLAB TO BE IS—O" ABOVE FINISH FLOOR COPE VERTICAL LEG OF U.O.N. AT SIMILAR CONDITION (JOIST) SP (D ANGLE ANT) CHAMFER PROVIDE EMBEDS PER DETAIL 5/52 2 AND USE L6 x 6 x 3/8 BENT BEAM 2.) METAL FLUOR DECK TO BE 20 GA. GALV. 8 FORMLOK BY VERCO MFG CO. ANGLE W/ 1/4- STIFFENER PLATE TS4x3xl/4 TS4x3xl,/4 10.6K 2.1K OR APPROVED EQUAL. WELD AT EACH SUPPORT FACH LOW CORRUGATION 850/500 L 850/500 L 510/,-00 WITH 1/2" DIA. FUSION WELD WEI-0 AT MARGINS WITH 1/2" DIA. FUSION WELDS ? 15 AT 12" 0 C.. BUTTON PUNCH SIDE' SCAMS AT 24" O.C. 17' CONCRETE SLAB AND METAL DECK TO BF 4" TOTAL THICKNESS, PROVIDE #4 AT 16- O.C. EACH WAY SEE ARCHITECTURAL. FOR TOP OF SLAB ELEVATIONS. �� - -' � cr, C=> SP K72� GIRDER JOIST FLOOR CONNECTION Ln m Li 3.) INriCATES CONCENTRATED POINT LOAD (TOTAL REACTION) W16x26 JOIST LOADING DI _Q RA E' U_j �< Ld < E N 1L A RGED STAIR FRAMI G PLAN 2. VLMK PLO T DATES: h4- VLMK Consulting Engineers 12/15/97 13:51-59 WTW 392:3 S.W KELP." AVENUE 12/19/97 13. "�058 WTW S201 PORTLAND, OREGON 97201 1 27/98 9:4.49 WTW (50') 222-4453 FAX 248- 9263 97509S21 11/30/98 17. 38.42 #VTW fflJI198-008 SH98-0002 11481 SW Hall Blvd 17 of 31 IF THIS DOCUMFINT IS LFIcS 111111 : 1111114111plylilyll 11i'lit I Ilq-,11111: 18111111 1111 , Jill 111 11 1 1 LEG IBLE THAN Till-, NOTATION, TT IS DUF 10 Tlir. QUALITY OF THE ORT GINAL DOCUMENT. 14106 +TZ EMIL ll 1Z 9 ztT, �BT 9 3 iw14Fi li, 11111!111111 1:1111till �82 -0- a- Tol r CONC. SLAB AND REINF. PER PLAN -- 2CONSTR JOINT OR SAWN CONTROL EACH LOW 1 JOINT OVER GIRDER TYP 1/ CORRUGATION CON(LTE SLAB AND r� ♦F,INje '-ANGLE LFA}GER PER 3/S2 2 - CONC. SLAB & REINF. PER PLAN RE PER PLAN SEE �2 SIM. FOR JOIST � 8482 / -- -2 1/'41/'12 ' CONNECTION ERECTION BOLTS AS REO'D CONCRETE OPEN WEB JOIST - *slow C-4 TILT-UP PER PLAN 1 4 LATE 1/2" X 5" SLOTTED n, WALL FOR PURLIN WEB �Fg l I 1/4 - 5" — -- -�- --- - _ --- --- , \ _-- VERIFY W/ MFGR. i r' -- VERIFY - -- - - - _ L3 X 3 X 3/8 X CONT W/ W! MFGR. --a -^-� - - - 1/4T- 3/4" DIA DRILLED A 8 - , 1 ERECTION BOLTS AT 24 0 I �6 - VERIFY / �.i.l AS REQ'D t1 t� WITH MFR I t L6 x 6 x 1/2 x 1' -6" WITH 1/z" ` , CINI BLTWEEN GIRDERS / 1/� �_ 4 1/2"- ,� 1'-0" I-- 4" 00 STIFFENER PLATE AT CENTER LINE ,' *— (2�- 3�4' DIA BOLTS IN - I C' _ _ , � � _� Vim 1 1 2 SLOT D HOLES. I �_ L'-I v N FINGER TIGHTEN BOLTS I 3 j16 \ r O.C. �AND PROVIDE BACKUP NUT \ � 0CRETE SLAB AND STEEL PURLINF. PER PLAN PER PLAN Q Q ,n r_. I o � _- — —t _ — CONCRETE i TILT-- OF REINFORCING CAGE AT GIRDER ( --�-- — 3/4" EMBED PLATE EACH SIDE WALL v SEE PANEL ELEVATIONS 9" 4" 4" 9" OF PANEL JOINT W/ �6)- 3/4" -------JOISTS PER PLAN - — --________.—__.__ i �-L'J U CONCRETE TILT-UP WALL \ DIA. x 4 3/16" LONG NELSON -- STEEL GIRDER PER PLAN 1 1/2- 1/4 1 1/2 STUD ANCHORS --- STEEL GIRDER PER PLAN u _6 L4 X 6 X 1/4 X 0'-8" STABILIZER _---- _ . .._ _ _ .__ ,,� ` _Q L N t / W/ (2)- 1/2- DIA. EXPANSION ANCHORS L3 X 3 X 3/8 X CONT. W/ A. / Ll- r �! _ i A SECTION AT EACH JOIST SPACE 4- DIA. DRILLED A B 1-- - 1 JOIST AT GIRDER CONNECTION Tw N J01sT` rTN� FRAMING DETAIL ;' cn • S22-2 1 = 1'-0' S22-4 1' 1 -J" ��"� L LJ GIRDER PER PLAN 3 LEDGER AT WALL L --�, 2. -) S22- 3 1 = 1 -o 8 � STEEL GIRDER AT TILT--UP WALL COLUMN 52. oc F_ -' 1/4 j p PER PLAN i Lr I ' 522-1 1 = 1'-b' \ ANGLE LEDGER BETWEEN JOISTS - \ CONCRETE SLAB / PEK 8/S2 2 1 4 2 SEE DETAIL 3/S2.2 1/2 12" O.C. „� o PER PLAN CONCRETE SLAB -Tr--- 1 / 71�63 1/4 PER PLAN AND REINFORCING 3/16 2-12 CONC. SLAB k REINF. PER PLAN a- - - -^ T 0 1, I — / LU u OPEN WEB JOIST----,* OIST 1/4 3/8 PLATE X 4 SLOT—TI)I) v o } A _ PER PLAN FOR PURLIN WEB M,. , 1 4 4 — -__ - -- -�1-.4 4 - -- I --.__ - - L5X5X3/8 CL • . r-_ _ cL -- .n DIM. +1 W 1/4" O 'I -- I _ STIFFENER JOIST PER--� `"-- �� -�" _ - - -- � --"— � ERECTION BOLT PLAN 1 4 �_. _ _..W.__.. _. VERIFY _ -. I / - PER MANUFACTURER / I \ `,J ul -1 W/ MFGR \ > 3 16 \ (y a L5 X 5 X 3/8 X 0'-9" PLATE 3/4" x 1'--0" x V-0" I __ I - / , » 11 W/ 1/4" STIFFENER PLATE W (4)-/3/4" x 4" NELSON I T S. 5 x 3 x 3/16— / -- --_ // v \ 3, 4' PLATE X 6 X 10 I GIRDER CONNECTI / BLOCKING BETWEEN / �\ O \ IN FIELD STUDS - TYP. JOISTS � I -�-�--� EACH SIDE` PER 7/S2.2 I,'4 V COLUMN c 1/4 / 1/2" PLATEJ! Lt_� \ •v� a 1/4� STEEL PURLIN _ STEEL JOIST PER PLAN PER PLAN L 1' � � y \—STEEL JOIST PER PLAN CONCRETE TILT-UP WALL =_—� L3 x 112"3-816 NELSON/ v AT JOINT W/ (2)- 3/4" NELSON DEFORMED ANCHORS STAGGERED - -'� --"--- - �------- STUDS EA. LEG STAGGERED rn_ SECTION _ CONC. TILT WALL _ e - -- STEEL GIRDER PER PLAN A �\ 5 JOIST AT TILT—UP WALL JOIST AT TILT--UP WALL DO NOT CONNECT I 3/4" STABILIZER STEEL GIRDER PER PLAN S22-6 1 = 1 -0 PLATE X 6" X 6" " } 522-5 1 = 1'-0 - L. 3 16 PROVIDE CONT. SUPPORT- TO ALLOW CLEARANCE SHOWN SEE PLANFORCONNECTING /CONCRITE sLae /COLUMN OR BEAM 7 GIRDER AT COLUMN 8 JOISTS AT COLUMN AND METAL DECK ' PER PLAN I ;,� c� S22-7 1 1 -0 �� S22-8 1 1'-0 _ J SEE SCHEDULE FOR �I�- 2" /PLATE SIZE, WEIR N _ 2 1 2" PROVIDE 1/4' CAP PLATE SIZE, do NUMBER `~ 2 N ON COLUMN PER S� v �( OF BOLTS e 1 i GRIND F W IFo SMOOTH ALLOW REBAR TO SAG it; = w -- - -- - - - - - - 1 2' TYP BETWEEN JOISTS, BUT "' ' ® -- -- b �/ WHERE BEAM DOES NOT 1/4" PLATE MAINTAIN MINIMUM 3/4" \ iy �� - CHANNEL PER _ ALIGN WITH JOIST, EXTEND SLE 14 N 4 CLEAR FROM METAL DECK �1 ---- / ���PLAN 1/2 • 24" ----- ----- - FLANGE 8". 52.2, JOIST PER PLAN --- - - - - - - - - - - _ 1 R 1/2" PLATE X 5" I T.S. HEADER l^) 0 NOT RET'►RN iv cv a <`+ MATCH JOIST 1'-2" SLOTTED FOR - - PER PLAN BEARING DEPTH CONCRETE STAIR \ 2 1 2" 1 1 2" TOP do BOTTOM f _— CHANNEL FLANGE TREADS BEYOND TREAD ETE STAIR � /T.S. HEADER O --L LL�� �,", PER PLAN / TYPE 1 TYPE 2 TYP E 3 –�--- - _— EROPLAN BEAM -'�_ _ . _ _ _ _ . _ � � � w _j C, F- N.TS. N.T.S. N.T S S2. L1x2x1/4J'L / 0 QF-- _ JL BEAM CONNECTION SCHEDULE13 Bcs %�" MAX \ _ - � FRAMING DETAIL �I �TEEL GIRDER 1 4� _ _ \ 3/1�s� W w Q V BEAM SIZE PLATE THICKNESS WELD WE NO. OF BOLTS PER PLAN r- 2. S22-9 1 = 1'-0' W16 1/4.. 1/4.. 4 3/16 ----- _ — --._ T.S COLUMN CONCRETE STAIR W14 1/4" 1/4" 3 PER PLAN I ` v k TREADS BEYOND W12 AND C12 1/4" 1;4" 3 v - k .4L_- /2" - i - -- - — - 1 1 FRAMING DETAIL 1 STAIR FRAMING DETAIL 13 STAIR FRAMING DETAIL LU j W10 AND C10 1/4" 1/4" 2 _ h S.7 r C8 AND W8 1/4" 1/4" 2-- 5/8" DIA. CHANNEL PER ---T - - - - - i PROVIDE 1/4" CAP PLATE `- - - I 1/4 PLAN \ON COLUMN C5, C6 AND W6 1/4" 1/4" 2- 5/8" DIA, 14 1/4" CAP PLATE - TYPICAL CONCRETE STAIR -T.S, HEADER _ GRI S2. - TS. HEADER. ALL EXPOSED COLUMN CAPS TREADS PER PLAN SM S. 1.) ALL BOLT., TO BE 3/4" DIAMETER A325 N. ' PER PLAN __C p UNLESS 01 1ERNnSE NOTED , 112" /� f T.S. HE^.DER ' � - - J � � -�- 2 ) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. � � � i CONCRETE STAIR ` - PER PLAN - - 3 ) USE TYPE 1 CONNECTIONS FOR BEAMS 10" & - - - ' - - - I _ , �" ; ;� TREADS - DEEPER. TYPE F OR 8" Ar. TYPE 3 FOR 7" & SMALLER. - '_ys- 4 W 13� - 4 ) SHORT SLOT fT_C) HOLE ARE PERMITTED T,S. COLUMN / PER PLAN `- - �' M 3 tY I -3/16 1/4" PLATE 10 BEAM CONNECTION SCHEDULE SECCHANNEIBUILT-UP ONS L3 x 3 x 3/8' �/ / c� 2. V SCHED 1 = 1 -U" PERTIP AN -- _...�.� 3/16 \` z Y C 1'-0" (LLH) \�. —T.S COLUMN / W L T.S. 3 x 3 x 1 4 ---- / (2) 3/4.. UTA DRILLED �� � � - PER FLAN \ / ANCHOR BOLTS A'.' ," 0 C `` , 4 i C.:) c� V \ WITH 3 1�'4" MIN. :MBEUMEI.T 111 i GRIND � STAIR FRAMING DETAIL i6 STAIR FRAMING DETAIL r7� STAIR FRAMING DETAIL SMOOTH>— �� S22-15 1'r—1 -U 522--16 1 1'-0' C�12 ) S22-17 1" ` . BUILT-UP CHN.1JU VLMK Consulting Engineers VLMK PLOT DATES 4 STAIR FRAMING DETAIL r 3933 S.W. KELLY A`/ENUE , S202 � 522-14 1 = 1 -O I 1215;97 13 52. 47 WTW - (1UO3) OREGO14 97201 248 9263 ZZ�j $$ q'.97509522 30�87 ?5: 37,_,WTW I i481 SW 51198-0002 11481 SW Hall Blvd IF of 31 IF THTC DOCUMENT IS LF« rrr�llr TIIIIII IIIIIII Illll I IIIIIII III�I t III Illllmi� 11111I11111�) 1 IIITi�Ijlllllll IIIIIIIIII ! II I IIIIIIIIIIIIIII I�11T11111T�1 T Tjl�T1TJT11 IjlC111111111111! 11I ,LRGTBLF; THAN THTS NOTATTON, 1 , II 4 II I II I 61 � g� II II I �0 � 1l I f�`j 1 M IT I� DUF TO THF QUALITY OF 16, No.�e THF ORTGINAL DOCUMFNT, -- - - - --- - - - -- - - _. 11 1 £ 8Z 8Z Lti 9S I fiZ ijL III►�L I lL O�Z ei I eT �91IIIIIIIIIIIIIIIIIsIIIIiiIIII�I�TIII�!lll,lllll!IIIIIIIIIII6 !IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIQIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWII �o � I I �I IIIIIIIIIIII IIII�II IIIIII . IIIIIIIIIIIIf►III�IIIIIIIII�IIII Il��ll��I IIIA IIIII����II���IIIIIII�III 1.IIItI�I� III I �II. ,L .:i P! .. i + 84M " 30 0 30'- ---—____-_ __ - __--- -------------__ ----- ------------ --------t------_.-,_--___ ------------- - -----_-- _- _--_- o„ ia'-o” -o r Ue IL ! '' �S.-� tS3.1 S . L1J � c r cr- LLJ 0 �6 U -- - — ,SHEAR _ � ��I — M i TRANZ It — _ __- _,Ii[ AR 1 kANZ H \ ��, Q g K 450 250 AT 10 4 CL- Ln M r - z cS - ATTACH CURB W/ MIN, 5/8" DIA. W E5 BOLTS AT 4'-0" 0 53,2 O C AND AT EA — -- - - j �� CORNER VERIFY 1 1 WITH MECHANICAL 31 VG 3N 14K i 32" VG 3N 14K 32" VG 3N � � 32" V N CONTRACTOR. 32" VG 6N 3�" '✓c, jN t 4K r 1 2 2 _ �� �� �� ----Z- �, 0 ROOF HATCH - / --� SEE ARCH. DRWGS �� j ,T� tib- ��/ ti� x ObG / 00i00 1 L6 X 6 X 3/8U `t r� ri TYP EA. SIDE S ¢ _ i r� L..--- - --- SKYLIGHT PER 4 N x, V —� HVAC UNIT x N OF MECH UNI C8 X 18.75 ARCH - VERIFY ¢ 12,000 LBS. � ' �1 N cv O `? DIMENSIONS W/ CD I 12 I x; 1 , IMAX. WEIGHT x a °L8X °p SKYLIGHT o Y, Y c YI vi ,7SIM �� allo1 ao MANUFACTURER- - 00 7(c8 x 22, �ti� �� `1� 53.2 I �`' g50�250 s AT 10'-0 -- 28K 450 256 " 0'C -- 12 SPI_ ) ,5/ 10 xc iac 1 S� '7'-- � o ' -- 7 --r)" — 6 7'-F 7'-6' 8 -0 -0"4 -0"t 4 -O ± --0 _ b -0 -1 l 0- � ,04' cod ` c 32" V, 32"32" VG 3N 14K 32" VG 3N 32" VG 6N 32` VG 6N 32" viG 3N 14K-144 y M' o a�'- I ;2 J �F ,� a, �32 0 cvro / �e'S °'/ v o S2 � 3 Y u7 � Q7 N r Y - 0" w I 28K 4` 0/250 AT 10'- O.C. ♦ _- - O I e 13 E ♦�` 53. SIM. L-4 4 X 4 X 3, 8 I n X 4 X ?/8 B L4 k 4 X 3/8 r •- r- i1 PS32 SIM. 4 3 S3 2. —' C15 X 22.9 ul S3.2 S3. t 6 w 2K 2K I 340/190 O Q 1- 3 28K SP Ot Ll- I e 2K 400/220 2K ROOF FRAIVIINJG PLAN IL T BLDG 1 j8"-1' -0 I 28K SP( ) L� ROOF FRAMING NOTES: 2K 2K -�" 450/250 _ 1 ) STEEL ROOF DECK TO BE 18 GA. GALV. TYPE HSB WITH SHEAR TRANZ It BY VERCO MANUFACTURING CO. OR APPROVED EQUAL MIN. 1=0.338 IN., , _ MIN, 5--0 395 IN,-3 WELD AT EACH SUPPORT EACH LOW COI;RUGATION WITH a 3 w - T 1/2" DIA. FUSION WELD, WELD AT MARGINS WITH 1/2" DIA. FUSION WELDS AT 12" O.C. AND BUTTON PUNCH SIDE SEAMS AT 12" O.C. 1 ~ Y 28K SP�3 2.) --- INDICATES LOCATION OF SHEAR TRANZ D. f 3,) �p'i� INDICATES CONCENTRATED POINT LOAD. (TOTAL REACTION) m Z w 3. 6K 3.6K N �_� o Lt I_- 340/190 340 190 270/150 L 340/190 4,) SEE ARCHITECTURAL DRAWINGS FOR ROOF ELEVATIONS, SLOPES AND DOWNSPOUT LOCATIONS, 2$K SP(4) VLMK PLOT DATES: 12/15/97 13:53.30 WTW VLMK Consulting Engineers S301 JOIST LOADING DIAGRAMS 3933 S.W KELLY AVENUE 12 19/97 13.54.14 WTW POR(LAND, OREGON 97201 1/27 98 9: 12,23 WTW 222-4453 SAX ?48--9263 97509531 1/30/98 15:10.16 WTW BIJP98-0068 51198-0002 11481 SW Ilall I31vd 19 of 31 Tt IIIIIIIIIIIIIIIIIIItII11T11111TlIIIC1111111111111111111111�1I111111TTT11111111111111111111111 IF THIS DOCUMFNT IS LFSS � III � - III ( � I �I � IIIII � III1 � 41 � � I11 � � Tj �T111111j16 � LFGTiiLF THAN THIS NOTATION, IT IS DUF TO THE QUALITY OF No.36 crus THF ORIGINAL nOCUMFNT, - - - T 1E 8L 8L LS 9L Z 6L 81z 9 i�L 07 8i Bt I Li T 4t 1bt I Si I Lr I it I Ot I 8 I 9 I L I 9 I F111111 �� I >b I L I to��imIIIIIIiII!I IIIIIIII IIIIIIIII IIII (IIIIIIIII IIII IIIIIIII IIII 11111 . IIII !!IIIIIIIIII IIII IIII IIII IIII IIII IIII IIII��II) SII II IIII�IIII II II�IIII IIII�II I II IIIIIIIII II241( F J �­2x P.T. TOP PLATE- SEE ARCH. DRWGS. SLOT WELD EACH 37777 Q LOW CORRUGATIONANGLE LEDGER PER 4/53.2 USE i 2 PUDDLE/WELDc5 BETWEEN1/4 3 ANGLS PER 4%BETWEEN SHEARTRANZJOISTHEARTRANZ 11ROOF DECK _ EACH HIGHPER PLAN 18 2 PERMETAPLDANCK- 1-6 CORRUGATION _ 1/4 > - z __ - _...-.T�_ - - 1/4 r_ 4 f . _ -- - TY -, __ _ L3 x 3 x 1/4 W/ 3/4" DIA. VERIFYVER >_ -- JOIST PER PLAN - DRILLED ANCHOR BOLTS AT W p EO W/ MFR - - -- c� WITH MFR. 32" O.C. MAX EMBED 4" MIN.4"T;��\ . W - _ LS x 6 x 1/2 x 1'-6" WITH 3/8' 1/4 4 / PLATE 3/4" x 1'-0 x 1'-0' BL'WEE1�1RECTION BOLTS °p � - - STIFFENER PLATE AT CENTER LINE ! PL (4)- 4" x x 0 NELSON d i STUDS - TYP. r _ " t - 3/16 \ /, IN FIELD - ! 2 11 O C. �A I- r� + G' A 1/4 , I TYP \ //� 1/4 \ _ ,n �� " 3/4" EMBED PLATE. EACH SIDE j I , ` 9 4" 4" 9" OF PANEL JOINT W/ (4)- 3;4" I -- PLATE } /?" x 9" X 1' 4" �, `` n._ 6" DIA x 4 3/16" LONG NELSON ; W;(2) 3/4" DIA A325 ERECTION "� Q p L4 X 6 X 1/4 X O'-8" STABILIZER 1 1/2" 3/4" 1 1/2 STUD ANCHORS W 2. - 1 I BOLTS EACH GIRDER , 1 4 / O /2" DlA. EXPANSION ANCHORS ~' (� `uJ _�� SECTION JOIST PER PLAN _ - / / L3 x 3 x 1/4 W/ (4) 374" DIA. Q av c- _ _ Q 154x STIFFENER PLATE W AT JOINT W/ (2)- 3/4' NELSON DRILLED ANCHOR BOLTS AT EACH Q d I y; / STUDS EA LEG STAGGERED JOIST SPACE EMBED 4" MINIMUM. _J r STEEL GIRDER PER PLAN SECTION BETWEEN JOIST.2 �. CI_ d GIRDEti PER PLAN DO NOT WELD ' STABILIZER PLATE 3/4" x 6" x 0'-6" A 3 Z cn i -------REINFORCING CAGE AT GIRDER SEE PANEL ELEV-UP WALL 3 JOIST AT WALL LEDGER AT WALL S --CONCRETE TILT-UP WALL S32-3 1 = 1 -0 532- 4 t' = 1'-0 W • Q COLUMN PER PLAN ; Y 1100 u 1 it 1 STEEL GIRDER AT TILT-UP WALL 2 STEEL GIRDER AT C 7-7-177OLUMN �. 532-1 Z �1 S32-2 METAL DECK PER PLAN J f 1 6 L L6x6x5/8x1'-0"---� z Q CONCRETE TILT L4 x 4 x 3/8 x U'-6" Q WALL PANEL WITH 'C' OR 'W' BEAM O REINFORCING CAGE LES x 6 x 1/2 x V-6" W/ 1/2 MIN. PER PLAN 1 4 / BEAM BPLAN 3 16 CHANNEL i/4 RADIUS / 2 PER PLAN AT GIRDER - SEE �';. 3/8" STIFFENER PLATE AT I `J PANEL ELEVATIONS • ' GRID UNE I 1 -- --- __— _ - I �,J VERIFY � - SEE PLAN FOR TYPICAL �o, Q / STEEL JOIST W/ MFGR. 1/4" �fIFFENER� , STEEL JOIST j GIRDER/JOIST CONNECTION c` ERECTION BOLTS BELOW PLATE � CO) PER PLAN 1/4 4 AS REO'D f » " no 7 PER PLAN 1 4 , l ------ - - -- GIRDER - -__ -_ _ ® BEAM CONNECTION GIRDER PER PLAN PER DETAIL 10 ® c i \ L c S2. rJ I v EMBEDS PER - ! AT SIMILAR CONDITION \ DETAIL 1/S3.2 CHAMFER GIRDER BEARING 'W' BEAM PER -- ' USE L5 x 5 x 1/2 X 0'-8- 4:1' AT PANEL AS REO'D. PLAN + ANGLE. v, --FOR PLATE AND BOLT / COPE VERTICAL LEG OF 4 AT SIMILAR CONDITION (JOIST) ! REQUIREMENTS SEE DET. cy- �� v -STEEL GIRDER PROVIDE EMBEDS PER DETAIL �,;{ ANGLE AND CHAMFER PER PLAN 3/S3.2 AND USE L5 x 5 x 3/8 ' S2 ~ 3 V ANGLE W/ 1/4" STIFFENER PLATE r` JOISTS PER PLAN � 9 ' 5 JOIST AT GIRDER 6 GIRDER JOIST ROOF CONNECTION 7 FRAMING DETAILr8NN --� Z FRAMING DETAIL FRAMING DETAIL C`). S32-5 1" = 1'-0" 3. S32_6 t" - 1'-0" C Z1 532- 7 1' - 1 -0 `' 3 7 S32-8 T" - t'-�)" C 7i ) .�._� STEEL JOISTS PER PLAN _ . 1/4 l/2 CONCRETE TILT WA,_L METAL DECK PER PLAN PANEL PER PLAN �\ AT SIMILAR CONDITION ANGLES TO BE I _ L 3x3x3/8 U.O.N CONTINUOUS. MAY BE CONTINUOUS OTHER l - ON PLAN LOCATIONS AT CONTRACTOR'S OPTION. f n ' 3/4" PLATE x 1'-0" x 1'-0" ��� STEEL ANGLES __ { WITH (4) 3/4" DIA. x 4 3/16" STEEL ANGLES CONCRETE TILT ' - PANE!_ BEYOND I �, �1 NELSON STUDS AT 9 O.C. - —_ _ 3 16 PER PLAN 3/16 PER PLAN r I BRACE NAT ROOF - `` SYSTEM AT R00F I ,� CHANNEL SECTION I �r iS3 - .1I- _ -- _ ' ---- 1 I II I STRUCTURE PER I / PER PLAN I 3„ i -� - L_______. 1 _� j f I I MFR. REQUIREMENTS I � � _ I +, I WINDOW SYSTEM - { " 1/4 8" i 3/16 v STEEL JOIST h/2" MAX, STEEL JOIST �/2" AX. SEE ARCH I I I - - PER PLAN PER PLAN I I UA 7/47 C. BEAM - T T------ I I PER PLAN 1/4 8" LAJ - E L3 x 3 x 3/8 x 0'-9 - �� /'� T_ -4-L STEEL JOISTS PER PLANS `-`--_-------�`' � / I Ln - _ L -- _ � s Lo L 4x4x3 8 U.0.N 10 ROOF ROOF FRAMING AT STOREFRONT r7i�__ BEAM CONN. AT WALL ON FLAN � 3 FRAMING DETAILFRAMING DETAIL METAL ROOF DECK PER PLAN � � � 532-13 t" -- 1 (� � - � J. S32--10 1 Q t --0 Q J 532-11 1 = t --0 SEE ARCH. K'12NN � O T.S. 3 x 3 x 1/4 ROOF OPENING DETAIL _ �AD" S32-12 1/2' = 1 -0' O 3/16 1/4+_ ; AT SIMILAR CONDITION, ' I 5 3/1C,f�- -- TOP OF CONC.--\ ' I EMBED PER------ REFERENCE DETAIL I FLOOR r � � CONCRETE STAIR --- , i TREADS NOT SHOWN AND JOIST CONN. S2 ?. W - � � FOR ,JOIST CONNECTION � � --- -- -- -- l - - � - _ I FOR CLARITY PER DETAIL 3 __i �__ AND EMBED PLATE, o of f - \ w 3 -� 1 1 STEEL JOIST PER PLAN j T.S. HEADER 1 � �_ ------LOCATE PANEL TRIM BARS +- z Y STEEL JOIST I PER PLAN , co Q w S � OUTSIDE OF NELSON STUDS � L7 Q PER PLAN V A SECTION CONCRETE TILT PANELS-- \PROVIDE CORNER CONNEC11ON O PER DETAIL A PER PLAN \ 2 I S4.1 VLMK PLOT DATES- 12/15/97 13 54.25 WTW 15 STAIR FRAMING DETAIL 16 JOIST CONN. AT TILT WALL 12/19/97 13:56.23 WTW �. S32-15 1 e 1 -0 C \ I 39MKS.WKLYConsultingAVENUElneers 1/27/98 9 1 41 WTW S302 I"OP LAND, OREGON 97201 1301'98-0068 SI"f 98-0002 (503) 222-4453 FAY 248-9263 97509532 1/30/98 15:47.49 WTW 11481 SW Hall Blvd 20 of 31 1 __.... w IF THIS DOCUMENT IF LESS � Ilf11111111 III III III I I Ili III III I I ill III 11r 111 III Ilr III ( I III III III III III III III I I III III III III I�l 111 I�1 1 1 TIT 111 111 lli III IIl IIIIIII III III III I I � LEGIBLE THAN THIS NOTATION, `� --��� IT IS DUE TO THE QUALITY OF -- -- — - GUST /6, 1 m THE ORIGINAL DOCUMENT, — ��-- No.9e �`��. 8L I 8�L T 1I9�S t1i 16i< 9�1,2 6i�R1 91 Ti t �6 L 9II�III�llllllllllll�lllllillllilllllilliiIII�III�IIIIIIIII�IiII Illlillil II IIIIIIIIIIIII�II I Iilill�illl Ilil IIIIIIIIIII�i(II Ifl I►II�III ►I�II�II IIII��II� � I II� I �T �I II I�T Illilll�llll illlllil II VIII IIIIIIIIIIIIIIIIIII Illlillll Illlllllllllnlllll II IIIIIII I 'lui nn�ullill���ull Iilll C„1N'A'64 ## 8482 * s AV 4 NOSING AT EACH TYPICAL 5" CONCRETE -- - - v1~E TREAD x CONTINUOUS SLAB WITH #14 AT 24" O.C. K 10.1 12 TYPICAL SLAB REINFORCING TYPICAL SLAB REINFORCING _,_,___�_�l Y #4 x 7"f " I-- �4 x REQ'D � AT - - � - i 6V �'' --1;/2" PLATF x COLUMN WIDTH 24" O.C. )RILL F':��x TRA �f4 CONT 24" O.C. DRILL AND T S. COLUMN --Q PLUS 1,1 WITH (2) 3/4" DIA AND EPDXY TO EPDXY TO LOWER �� f I� " LOWER SLAB. BEYOND J DRILLED ANCHOR BOLTS. SLAB PROVIDE 3" i + PROVIDE 3" • PROVIDE 3 1/4" MIN EMBEDMENT. MINIMUM " ' r MINIMUM EMBEDMENT ' 1 ,j 2" *tel 1,'2" EMBEDMENT. 6MIN - ( cn rYP �. r�- • C v � � 9 RADIUS 12" 0 •} RADIUS � Fw- o CRUSHED ROCK r '��CRUSHED ROCK I /16 ---- 1/2" PLATE W/ (2) 3/4" DIA. = i '/ DRILLED ANCHOR BOLTS'. vzl,`�j Uu • CL PROVIDE 3 1 /4" MIN EMBEDMENTVA OPTIONAL \ Q SLAB AND F EINFORCING TYPICAL SLAB AND • PER PL.^,!, REINFORCING P,.R PLAN MIN* — s /� Z < 1 CONC. STAIR DETAIL L BUILT--UP STAIR PLATFORM 3 STAIR COLUMN DETAIL ( N - LLJ o , 1/4" PLATE tNO. SEE 1/S2.1 FORADDITIONAL INFO. SEE PANELELEVATIONME yFOR CONCCLEVIS �� BEAM REINF -BEAM PER PLANFIELD 5/8" DIA. TENSIONERACE AT TOPWELD ROCEACH DIRECTIONOPTIONAL v `-- SEE DETAIL 10 a { 1 1 j2" 4" 1 112" ��^ _� 52.2 r-- 1 4 FOR CONNECTI o, 1 1/2" PLATE WITH (4) 3/4" ELEVATION AT BRACE ` v T DIA, DRILLED ANCHOR BOLTS �-- PLATE 1/2" x 6" x 1'-0" PROVIDE 3 1/4" MINIMUM W/ (2)- 3/4" DIA. NELSONv EMBEDMENT. STUDS x 4 3/16" AT 9" 0 v 3 0 - 1/4" PLATE 3/16 PLATE AT BRACE k STAIR FRAME BRACE DETAIL r7N*NFRAMING DETAIL -"--- 511--4 I l LU 1 Ln U, _J z ►- __OJ r w ( w Lil It It v1 -A Ln H , «) ON 0 3 rn M 3 Li ale z , �C 0o i—' Q w <V Q' p' m D Li VLMK Consulting Engineers l` 2933 S.W. KELLY AVENUE S363 PORTLAND, OREGON 97201 VLMK PLOT DATES. t (50-5) 722-4453 FAX 2481 92fi_� 1/27/98 9: 14.30 WTA --'--�� 97509333 1/30/98 16 79.19 WTW + r3UP98-0068 SI.1'98-0002 11481 sw 1111 Blvd Y 2101'31 ir -11I1 �1III ► 1IIII I, , IF THIS DOCUMENT IS LFSS I I I I I I ( 111 111 I I III 111 111 11T 111 111 111 11111 111 11 III( I(I III III I I I l l III III III 111 11 t 11 t i l 111 111 111 111 I l l III l I I l l l 1 III III V I I I LFGIBLF THAN THIS NOTATION, ��_�� 11' IS D>viF, '1'(` THE QUALITY OF ��'-----�_-� ------ — GUST, THF ORIGINAL DOCUMFNT, -- - --tril-I No.�e �� �-- l�� 1fII IIIIIIII IIII�IIIIIIII Illlilll11'_111 I�IIt1i II�IIII IIII�III1IIII�IIt"11T! '1"1IIIilllllll t e i II�IIII IIIIIIIII Illllllll Illllil�lllllllslllllllllhl illillllt nlllillilll� Illus `uluil�hill�iill gll�un I�ill�llllll�+i�tlll Lll�lnl T��ixw� IIIIIi�llll I� I lllll I lllllll III �Illli�llll 0 9` I' 1 -------_---- - , TOP OF FRAMING, FA(H SIDE. DO BOTTOM OF PLYVW:OD. 3" x 3/8" x 1'-0" FLAT BAR - LOCATE CONNECTION AT MID-H0GHT AND 1'-0" BELOW 8 , N')T OVERHEAT J - - --- -- - -- -- - - - - - - WITH (2)- 1/2" DIA x C-6" NELSON TOP OF FRAMING. (2) CONNECTIONS PER PANEL JOINT. '-G" DEFORMED BARS BENT AROUND EXTRA WHERE PANEL JOINT OCCURS AT BEAM LINE, LOCATE VERTICAL- #4 BAR x 4'-0" LONG. ONE PANEL CONNECTION AT MID-HEIGHT ONLY, 0'---8" LONG FILLER ROD C I (2) X14 CONTINUOUS AROUND r BY JOINT WIDTH 1 1/8" a�lOw PERIMETER OF PANEL BUTTERFLY CONNECTIONoe i / TYPICAL PANEL REINFORCING _ ,i _.y � �~ 1/4" PLATE x 3" x 0'-8" WITH 1/4" :•7� ~' ~.rJ� ti FOR 7 3 8" THICK PANEL �q" SLOT AND 1/2` DIA. CENTER HOLE. 2 1 2 X 2 1/2 X 3/8 X t'-0" BENT PLATE i NOMINAL TO BE p5 AT V-4" ON �_°_ - "" = BEND TOP AND BOTTOM LEGS IN By 2'-0". - . y ' CENTER EACH WAY U.O.N. - - ". OPPOSING DIRECTIONS TO FILL JOINT. / WITH t2) 5/8" DIA F • � NELSON DEFORMED BARS BENT � TWO CONNECTIONS AT EACH �� _ WELD EACH LEG. OVER EXTRA #4 BY 2'-0" VERTICAL � SIDE OF ALL PANELS TO BE EACH SIDE- \ �� �� AT MID-HEIGHT AND 1'-0' DO NOT OVERHEAT. 3/16 �4 DO NOT OVERHEAT BELOW TOP OF FRAMING. /rte CONNECT PANELS � W � PER 93BELOW \ 2 1/2" x 2 1/2' x 3/8" x 1'-0" ANGLE WITH (2) 1/2 DIA. x 1'-6" NELSON �1�7 — 0'-S" LONG FILLER ROD — INTERIOR UP) \`�, DEFOVERRMED AN CHOR BRARCS BENT __ / -- -- edll 3 4 BY JOIN i WIDTH + 1 /8" ( ) /UR \ (.AUL_h. JOINT�4.t S4 1 -- 1� 2 112" x 2 112" x 3/8" x 1'-0" ANGLE- u (2) #5 FULL HEIGHT AT EACH SIDE OF ALL OPENINGS. NTH (2)- 1/2 DIA. z 1'-6" NELSONBARS BENT a / AT OPENINGS LESS THAN 3'-0" 0-f BARBENT OVER EXTRA t1 x / - x 7'-0" STOP REINFORCING #4 x 4'-0' VERTICAL `_ 2'-0" BEYOND OPENING. '- QDWHERE 2'-0" EXTENSION IS \� BACK UP ROD DIA, TO BE r4 ��`.-.-► °_' 6 NOT POSSIBLE PROVIDE EXTERIOR FACE U O.N 1 1 j2 TIMES JOINT WIDTH. 7 30' HOOK x 0'-6" 3/4" CHAMFER AT ALL --- _ C S4 1 EXPOSED PANEL EDGES CAULK JOINT Z S (2) #5 AT TOP AND BOTTOM OF ALL OPENINGS EXTEND - ADDITIONAL NOTES AT DETAIL �Sq-� G> Q 4 N i 6 2'-0" BEYOND SIDES OF OPNG JJ '!� J t N � S4.1 WHERE 2'-0" EXTENSION IS LL ~' / NOT POSSIBLE PROVIDE rT l 3 ' PANEL CONNEC fiON .� TYPICAL PANEL JOINT 4 . _ � PANEL CORNER CONNECTION % 3 ' 3 90' HOOK x 0'-6" 4 - ( Z V) C PANDET2 1 1 2 1 -0 J S41-3 1 1l = 1 0 3r;!6 `•,MITER 1,: = 1 -i) t\ St. LLJ / S1. FIN SH FLOOR (NOT TO SCALE) !, SEE PANEL ELEVATION #3 TIES x _D AT 8" 0 C 3/4" CLR. TYP TO 2'-0' ABOVE AND BELOW OPENINGS LAP TIES AND BALANCE AT 24" 0 C TYPICAL 1 TYPICAL PANEL ELEVATION �-* �.��.� EXTEND / S41-1 1/4" HORIZONTAL t'-0 REINFORCING It THRU CAGE VERT:'-'AL BARS EACH FACE T PER PANEL ELEVATIONS 1'-G" LONG FILLER ROD BETWEEN PANEL JOINTS ` EACH SIDE, DO BY JOINT WIDTH f 1/8" 7A '— ¢ NOT OVERHEAT 1/4 �� 3/4"4" CLR TYP HEAVY TOOLED \ 4' / EDGE AT POURED �-- #3 TIES X D AT E 0 C — ' UP SURFACE TO 2'-0" ABOVE AND BELOW V ni FOR REINFORCIN., CALLED OUT AT - TYPICAL OPENINGS - BALANCE AT w / J EACH FACE, LOCATE AT 1" MAXIMUM ' -^ _ ` ,� 24" O.C. LAP TIES AS SHOWN. '� t CLEAR OF EACH PANEL FACE - - 1 112" CLEAR c EXTERIOR FACE U.O.N. PANEL DETAIL o -,_ P THICKNESS S41-8 1 ' - 1 -0' .. -� PANEL o AS SPECIFIED �� d ANL IN o �-. 1'-0" LONG FILLER ROD / A -- 1"CLR. 4 3/4" CLR. TYP 1"CLR. o BY JOINT WIDTH t 1 8" �s,�.j - _3 '4" CHAMFER AT a� / �4^ BENT PLATE 5" X 1/2' X EXTERIOR FACE U.O.N. - DOWN SURFACE i- - - - - - - - - POURED T>A 1'-0" LONG W/ 2 - 1/2" DIA C� OPENING OPENING NOTE: o X V-6" NELSON DEFORMED <' CR EDGE OR EDGE - VERTICAL BARS TO BE 3/4" CLEAR AT REVEALS. � 3 I BARS OVER EXTRA # 4 TYPICAL PANEL EDGE: BAR X 4'--0" VERTICAL - DO LOCATE TIES AT REVEALS. cn 00 VERIFY PANEL EDGE CONDITIONS WITH �. BETWEEN OPENINGS OR EDGES -- a ARCHITECTURAL DRAWINGS. / 5 CORNER CONNECTION 6 PANEL EDGE DETAIL EXTRA REINF. AT GIRDEP _INE �r1 541-SA 1 ' = 1 -Q" ^ /1 X41-4 1 1/2' 1'-0" S41--7 1 1 j2" = 1'-0' T `t `t ---- ---GIRDER BEARING [AND T SIMILAR CONDITION, GIRDER n (2) X14 PERIMETER LOCATION ACCOMPANYING REINFORCING (2) #4 PERIMETER ,(2) #4 PERIMETER CCUR BOTH SIDES OF PANEL. BAR'> - TYP_ -M _- BARS - TYP. BARS - TYP. _�-(6) #5 VERTS EACH FACE, FULL HEIGHT AT PANEL LEG PANEL DETAIL & ELEVATION NOTES _-- ��----(3) �J5 VERTS. EACH FACE, ---- -`^ , ~� "— ---(s) p5 VERTS. EACH FACE, ------ -�_ WITH GIRDER BEARING _ FULL HEIGHT AT 12" O C FULL HEIGHT AT 12" O C. (3) P5 VERTS, EACH FACE, 1) PANEL ELEVATIONS ARE DRAWN FROM EXTFRIpR FACE. x /, FULL HEIGHT AT 12" 0 C 2) TYPICAL REINFORCING, PANEL PERIMETER BARS, �— #3 TIES X � AT 8" O.0 -- X13 TIES X L..—= AT 8" O.0 — --� ---- ------ �3 11ES X �� A7 8" 0 C —� AND TRIM BARS AROUND OPENINGS PER DETAIL i4H TO 2'- C" A80VE AND BELOW TO 2'--0" ABOVE AND BELOW TO 2'-0" ABOVE AND BELOWUNLESS OT}rERWISE NOTED ON ELEVAT1ONS. OPENINGS - BALANCE AT OPENINGS BALANCE AT OPENINGS - BALANCE AT 3) VERTICAL REINFORCEMENT CAGES WITH BARS ff nn 24 O.C. 24 O.C. 14" 0 C EACH FACE PER DETAIL �_ �?� _1 }---i — — '-- ------ UNLESS OTHERWI'3E NOTED. S) I - (2) 05 BARS ABOVE AND BELOW (2) #5 BARS ABOVE AND BELOW - 1� _OW OPENINGS - TYP OPENINGS - TYP. (2) ly5 BAR ABOVE AND BE ,i i ,OPENINGS -- TYP 4) SEE FOUNDATION DETAILS FOR SLAB COWELS. 5) SEE ROO" FRAMING DETAILS FOR Ld _ ADDITIONAL PANEL. E'ABEDS � > �_ k Ul OMNI TYPICAL PANEL TYPICAL PANEL - TYPICAL PANEL ~ -- REINFORCING REINFORCING r - REINFORCING Ujz / PER 1/S4.1 PER 1/S41 PER 1/54 1 I (2) X15 BARS ABOVE AND BELOW --- _ OPENINGS - TYP j ``��; -4-- t2) p5 BARS ABOVE AND BELOW OPENINGS - TYP L� •\1 c /1 (2) MS BARS ABOVE, BELOW / AND AT SIDES OF OPENINGS 8 TYP. - - S4.1 - 00 m I � Y r FINISH FLOt,R (NOT TO SCALE) /FINISH FLOOR (NOT TO SCALE) FINISH FLOOR (NOT TO SCALE) w A0( Ax VLMK PLOT DATES: t:/19/97 t3 599 WTW PANEL A ELEVATION — 7 3/8" 'HICK PANEL 9 ELEVATION — 7 3/8" THICK _ PANEL ELEVATION — 7 3/8" THICK v1N4K consulting Engineers S481 N.TS. N T ; 39.13 S.W KELLY AvENUE. 1/27/98 9: 16.9 WTW NTS \ PORTLAND, OREGON 97201 '-Y- (503) 222-4453 FAX 748-9263 97509541 1/30/98 1722.41 WTW II1J1'98-0068 SIT98-0002 11481 SW Hall Blvd 22 of 31 ;,�-vv,>::raw+�nMa;;a-�rr.e�ax.„�,,,;w�� t. : �i!e�i1�N,'N �:..-...•• �. IF THIS DOCUMENT 1S L:F'SS IIIff lllllll Illllll VIII I Illllll 1111111IIIIIIIIIITT�TIT tlrl►li lullll 11111�11illlllllllllllillllll 1I Illllllllllll�l llllT111111�1 1 T1Tl1111111 1 1 ( IIIIIIIIIIIIII IIIIIIIIIIIIII Lh,GTB1,F. THAT! TUIS NOTATION IS T TIIF', QUALITY TY OF IT I . T)UR 0 � _ THF ORIGINAL DOCUMENT, - — -- — �- £ 18Z Z L 9G Z l >bZ £L dZ l tZ I OZ 81 18T Lt 19i 14�i Illi�o I lllllllli IlillH Illlllllll Illl�ll�illlll,llll III!IIIIIIIIIIIIIII IIII�IIII Illllllll ILII illl Illi illl lllllllll ILII ILII !III (IIIIIIIII IIIIIIIII Illi 1111 ILII IIII,IIII ILII IIIIIIIII ILII IIIIIIIII (III IIIIIIIIIIIIII ILII ILII ILII ILII IIIL�111 Illllllllll 11.1111118111111111111111111111l i FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Tigard, Oregon 97223 I I I I i I I I I I I I I Phone 503-639-4627 -�,— - ax - I I I I , I I I I I I I I I I I I I I I I I I I FUTURE TENANT 116 I I r l I I I I I I I I I I I I I I I SHWR J L SHWR L11 - - ---- - - - - - - - - - - - - - - - - - - - -- - - - - - - - B I i 'P UP 1 O� 3 R 3 R I 120 VOLT I J J I EM _ I EM MEN WOMEN I i - I 112 p O 109 W" I D I to I I MDP 5 600AV_ip � I - I r I 1 I I I l—T I H 277 VOLT i 277 VOLT I ? R I Up I ' L4 277 VOLT ' STAIR I L2 ' J E EC. B2 106 4ST 108 N 82 L-7 1 E EM I F CdRRIDOR I EM I rB2 B F� 107 - - - - I I I A A I I I I I LOBBY 105 1 I F I I A A I I I I E \ - - I I ' I I EL, E0. \ I A --,\ K 104 K 'FUTURE TENANT 115 ORRID R ' I O I \ I 114 I S OR, I I I F I I I K D3_ — II I a E z - I I F-- EM ¢ A a -----7 1 1 E I ' I VES i I A 10 AIL E- II _ AM EM E MAT CFT o- ---1f ( ' _ D M Am M A RECESS 26PL CLEAR ALZAC 277V — B1 PENDANT 30" 277V - 82 PENDANT 24" 277! 1 1/4" FLEX 'N/ 3 #3 THHN #4 GRI"D C PORCELANE KEYLESS 100A D RECESS WAIL WASHER 26PL 277V 2" NIPPLE W/ 4 3/0 THHN E EXIT 277V F 2X2 9 CELL PARABOLIC LAYIN 277V DOOM MLO 200A MIB 4A CKT G 2X4 18 CELL PARABOLIC 3 F32 277V CT CAN 600A 480V 3PH 4W H 4' WRAP 2 F32 277V J 4' 2 F32 WALL rAOUNT 277V MAIN DIST PANEL, K 4' 2 F32 STRIP 277V L FAN LIGHT COMBO 120V M RECESS 26PL CLEAR ALZAC 277V i)AMP LABILE ;PITH TWO 200A 3P EM BATTERY UNIT FOR THIS FIXTURE AND TWO l OOA 3P 75 KVA TRANS IVAR 17 i9�9 I D 2 3° NIPPLE W/ 4 500 KCM THHN I 3 Date : 2/20/98 . FLEX W/ � 3/0 THHN #4 GRND Pro j No : 3/0 GRND TO BLDG STEEL AND H2O ANG 2 GRND RODS W/ # 4 BARE CU SHEET � 1 1011'98-0068 SIT98-0002 P481 SW Hal( Blvd 23 cif 31 IF THIS DOCUMENT IS LF:cc t(�(l1lt ►Il�l(IIl(j+1ll i111111111 liII �lr l__ __1 __ - �L - -- _ I 11� I LFGTBLF THAN THIS NOTATION, _I — �T— TT TG DUE', TO THE MEET. (1" OF — L No.36 TIIF ORTGINF.L DOCUMENT, �_ _ _ _ _ E L 8L I LTA SLI 'I' ►L s G�TL�Ov 8T 6�i �LT ` 9jt Li 6t -6T GI ti T 8 _ 9 9 rS 61,I lIII�I,ll11� II! 1►11llllllilll ►I►IIII IfIIIIIJi IIIIIIIII�IIII�I�IIIIIIIIII! II IIII � IlLF llllll illl�llll Illlllll�iii.11llllllll I i II I I� I MITI FRAHLER ELECTRIC Co. 11860 S. W. Greenburg Road Tigard, Oregon 97223 1 2 3 4 5 6 7 i I I I I I I I I I I 1 I Phone 503-639•-4627 I I I I I Fax 503-639-4673 I I I I I ! I I J i I I I I I I i I 1 I I I I I , FUTURE TENANT II 210 D4.1 I I I '! I I I I I — — - - - - — - — - - - - - - - - — - — - — - — - — - — - — - -- - — -- — - — - — - — - — - — - –-- --OB ' \ L B2 i B1 B1 iMEN WOMEN 207 cc) o � 20�� r B2 B2 KYLIGHT i 1 STA B2 I 1 I I II I I STAIR I 01 0 2 ���V 208 FE-2 I IffOEI . I F F F C0RRID�R F 71 ❑ I ❑ 204 ■ I EM '�J H1 B2 ' B1 -- - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - L- - - - I - - - - - - ,..o 277V I I I A A I ( FJII i I I I I I I A FUTURE TENANT I 209 �• I I I (J ❑ co ❑ A�� I �i Date : 2/ 16/98 Proj . No : SHtEETJ c� J� 13Uf'98-0068 SIT98-0002 11481 SW Hall Blvd Nof31 t 1 'T I I I I 111 I I I i l l l l l l l ! V I I ITT 7 11 i l T l l 1 1 1 1 1 1 1 1 I III I I Jill I I I I I I I I I I l i T 1 1 1 1 1 1 ' 1 7 11 1 1 1 1 I I l l 1 1 1 I I I I I I I I -p=•7smr ;"'' � IF THIS UOCI)MFNT 1S LRS �� � �� I � � I � � � I � 1 ( � � 1 I I I I 1 1 � I I I I � I � 1 � l � I � � I � � I`,FGIBI,F THAN THIS NOTATION, '_�__� _ , --`� 4�_ j _ IT I.� DUF '1U 1}iR QUALITY OF THE ORIGINAL DOCUMENT. -- -- --- — ��_1911-111711111911 — 9 611V1 ��IIIIT811111IIIIIIIII�II� �I �T���I�I S,Illilllll IIIIIIIII IIIIIIIII Illlllll�l�lillllllgl llll�llll IIIIIIIII 111�1111118!!IIIIIIII ilgllll�itlll�llll lelll�llll I9111IIII�II1111 IIIIIIIII LIIIIIII�IIII 1� IIII�IIII� I lull, (21) TOP. BOTTOM AND CfNiEk (6 TOTAL) % pw/ Nit 8482 ---- (2) #4 PERIMETER — BARS TYPODM F (2) #4 PERIMETER n 4t BARJ - TYP. TYPICAL PANEL REINFORCING OASECTION PER 1/S4 1 Cif W----(3) #5 VERTS EACH FACE, FULL HEIGHT AT 12" O.0 < #5 VERTS EACH FACE, F-7 #3 TIES x AT 8" 6 C FULL HEIGHT To 2'-0" ABOVE AND BELOW QOPENINGS - BALANCE AT < 24" O.C. C) TYPICAL PANEL #3 TIES AT 8" O.C. TO 2'-0 ABOVE AND BEL-Ow REINFORCING PER 1/S41 OPENINGS BALANCE AT < AV 24" 0 C C14 .> C-4 _#3 TIES AT 6- O.0 L CD BARS - TYP. (2) #4 PERIMETER TYPICAL PANEL REIREINFORCINGLn (2) #5 BARS ABOVE AND BELOW PER 1/S4 I WOPENINGS TYP. - PROVIDE 90* X 6" HOOKS AT EDGES PER 1/S4 I 4'-0' �77 0" -I x".11 A �/ - -- 1\1�(2) #5 BARS AbOVE, B LOW AND SIDES OF OPENINGS - TYP. BEND AND LAP --(2) #5 BARS ABOVE, BELOW AND SIDIE. OF OPENINGS TYP "'LIRIMETER BARS 24' MIN. (3) #5 VERTS. EACH FACE,------ `--.--,-FULL HEIGHT AT 12" O.C. AT CONTRACTOR'S OPTION - PANEL_ o MAY BE CAST AS TWO rIECES PROVIDE MID-SPAN CONNECTION #3 TIES X = AT 8" O.C?_ Ul PER DETAIL 3/S4.1. TO 2'-0" ABOVE AND BELOW FINISH FLOOR (NOT TO SCALE) OPENINGS - BALANCE AT FINISH FLOOR (NOT TO SCALE) 24" O.0 L/ C� PANEL ELEVATION 7 3/810 THICK PANEL ELEVATION 7 3/8" THICK PANEL ELEVATION 7 3/8" THICK NJ S NJ S NTS Is F_- e>wo 1-4- j __GIRDER BEARING LOCATION (2) #4 PERIMETER BARS TYP. ra (7) #5 VERTS, EACH FACE, FULL WC1011T AT PANEL. LEG WIT11 GIRDER NEARING PANEL DETAIL & ELEVATION NOTES (4) #5 VERT-, EACH FACE FULL HEIGHT AT 12* 0 C I') PANEL ELEVATIONS ARE DRAWN FROM EXTERIOR FACE _#3 TIES X = AT 8- O.C. 2) TYPICAL REINFORCING, PANEL PERIMETER BARS 11 A— AND TRIM BARS AROUND OPENINGS PER DETAIL TO 2'-0" ',JOVE AND BELOW UNLESS OTHERWISE NOTED ON ELEVATIONS. OPENINGS - BALANCE AT ,,S e4l 24" O.0 3) VERTICAL REINFORCEMENT CAGES WITH BAR, EACH FACE PER DETAIL UNLESS OTHERWISE NOTED (2) #5 BARS ABOVE AND BELOW (�S D41 OPENINGS - TYP 4) SEE FOUNDATION DETAILS FOR SLAB DOWELS. 51) SEE ROOF FRAMING DETAILS FOR z ADDITIONAL PANEL EMBEDS. H TYPICAL PANELLLJ > (D LU REINFORCING PER 1/s:.i > L, —A L.Li fY Ln w 77T7;-- —A (2) #5 BARS ABOVE AND BELOW OPENINGS TYP SIM FINISH FLOOR (NOT TO SCALE) co O (711 7*&- LAJ ¢ T PANEL ELEVATION 7 3Z8" THICK C) C) N T.S. VLMK PLOT DATES V\ VLMK Consulting Engineers 12/19/97 14-1.31 WTW S482 I 3933 S.W. KELLY AVENUE mlPORTLAND. OREGON 97201 1/27/98 9 17.11 WT* (503) 222-4453 FA� 248 -9263 97509542 1/30/98 1 31 13 WTW 13[j1)98-0068 SiT98-0002 11481 SW Hall Blvd 25 of 31 _TTjIlrj­Ipjyjyjij.i.ji.ji I III ipplij I I I I I ITI-711TI 11-1 1 IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, g IIZ IT IS DUE To THE QUALITY OF No-36 Gust THE ORIGINAL DOCUMPNT . T 9IZ tz 8 1 v 9 1 1:1 1 1 L 9 ,lieI 91 9 A t / f 1 MATCH UNE . _.._ -------- EXiBtING J � '" 3-RNB � L� - DOUGLAS-FI� .......r 1l 4 TO REMAIN `.._ f` ( .� I - 15 PRU • 3'oc `� CC I r! ♦ 115-ARG • ISOOC 16' 1-FRA ~! EXISTING DECD _ _ ...._.__._ \ ,�► �`,V I UUUS � REE -• TO REMAIN ..\ ' I ,., �� / �, 7 1 ZO-ARG� 18 oc EXISTING - �I` . . .�•• S 40R �j- 1 b"� 1 I { 3-RHS - A - • \ 3 I@AA 6'oc > ♦ �\ DOUGLAS-FIRIIS LLj TO REMAIN I L tJA -.I I�' I-FRA i I i 5TORM WATER 4-RNL T _.7 t '� N / ........ U �3 DETENTION AND :, 5-�D -- �g '� - F4 WATER QUALITY • ••� ' + ` 5WALE ' F i q "" EXISTING- i }I ORE I-QUE 1 / WHIT OAK DU(. S r - - .. _ �.-...... 22-JUNW • 2'ac TO REMAIN 3-RHS �� :- cr Q /1-FRA.' 60-ARC • I�,: � a 93-ARC • 18"oc ' ~ (6) EXISTINq �,( ,• t t . �. ; )rm / ��' DE i -(4) EXISTING TREES ' I Z . 4 Q REEK TO E . ••. _�'` 'RNP • 6'nc �/ � �' �� -'---- -• ,' , TO BE REMOVED Z REMOVED 226.83 22,,.©G. _ � -- 5-ILL • 4'oc � _ �+, �'' �.;�"� _ 1�- r � FIR � FIR r d t �f R >•l c 4 jMOL • 6'oc i-FRA 10-ARC • 18"oc — �` i Z 4-RHA • 6'oc. FIR I z 50-JUNW • 2'oc- I-GNA �~ _.... LiJ (2) EXISTING S-RHH • 4'Oc - \ ` 1 - 12-ARC . 18"oc p TREES TO HE 20-ARC. • 18 oc' 3 JUN5 • 3'0 -_ _ I REMOVED ( '', 1. _l?5-ARC • IB"oc �. \ ; 5-ILL • 4'oc I i-FRA 5-RNP • 6'oc I-FRA \ 1 : I-GNA --- 2-RN 5-ILL.• 4'oc 3-JUNE _. i OG I 6' HIGH CHAIN-L INK- i FRA ' FENCE WITH DARK GREEN VINYL SLATS 2-GNA I s -RNB 3-POL • b'ac - 3,-JUNS • 3'oc,,' < I 3-COS • 6' G I-QUE a ILL'*,4pc \ \ I O EXISTING I __.....__._ _._. ...._.. _.._.. _.....___.....__ _..._.......__.. __...__ _...._.. _ 18-JUNW • 2'oc -'•. .' ' . I I DOUGLAS-FIR r'4 = -S-RNB • 4'oc �- 3-JUNX • 3'GF __._.......__.__ _ __ _ _._.. _.._.. '`• _.. _ TO REMAIN . ' `--60-ARG • 18"oc 1 3--RHA • 6'oc 4-POL • 4-or- 3--RHA -- �CJDUOU 8 j ( _....._._.._..__. - 30-ARG • 18"oc 1-JUNW • 2'oc , �,j � ...,...w,..___._._ ... ....._._....._.-- .,.-.__. .._...__ .,_..._..._... .........._.._...._.._.._. I � r. _.._ l'� \ D CIDUfJI. s I r z - 4-RHI • 4'oc 9-JUNW • 2'6c ?-RHE3 J I-PYR NTLIST [� t -16-JUNW • 2'oc PLANT j..15 I LEGE I-FRA I 8-JUNW • 2'6c ` 2-ACE / I-ACE 6-POL • 4'oc TREES _ COMMON N!�`!E_ SYMBOL SIZE, REMARKS _ „ r. EXISTING CONIFEROUS TREE TO REMAIN -- 8-JUNW • 2'oc e nR 1 2-RHI I-PLA ACER CIRCNATIT'1 VINE MAPLE ACE 8' - 10' HT.,MULTI-STEM � / N • I-PYR 1. (U TREE w (% ' EXISTING DECIDUOUS TREE TO REMAIN (2) EXISTING I-FRA �' TO BE 5-RHP • 'oc \ CHAMAECYPARIS OBTUSA 'GRA:IUS' HINOKI CYPRESS GNA 1' - a' HT. , �`trt DOUGLAS-FIRS _.__.... 13-JUNW • ?'oc REMOVFG� �, r _ TO REMAIN 5_POL �p 4'OC , I FRAXINUS OXYC.ARPA 'RAYW00D' RAYWOOD A- FRA 2" CALIPER I EXISTING TREE TO BE REMOVED ' I I-AGS; ' 4-RNP • 4'oc �. I ` � I-AGE __.._ 12-18°x24°--- I1-JItNIJ,I'• 2'Oc �� c 4' PLATANUB ACERFOLIA 'BLOODGOOD' LONDON PLANE TREE PLA 2 1/2" CALIPER `_ - DECTWOUS ' I CONC. PAVERS % - 5-COS 6'oc PYRJS CALLERYANA 'ARISTOCRAT' FLOWERING PEAR PYR 8' - 10' WT., H$GH-BRANCHING WITH I DARK GREEN VINYL SLATS ___ � 95-ARG • 18"oc• � 6-RIS,.• 3;0 � •� . ,. / 1,,.. CaUERCUB GARRYANNA OREGON E OAK 'OC RE WHIT ME 2 CALIPER 3-G(�8 • b I ,`,�-RNP • 6'oc LAWN, t ,' �`\\` // 1 r1 r C WESTERN RED CEDAR TWU 6' - 1' WT. 4- i) ; THUJA PLA ATA RNA 6 -' I Ilii, L TDI [ 26 • 18 Oc ;' �� 2-RNB (I),TREE 'I-rr---r'� �j _ SHR J58 - -y-.._ - it-NAN • 2'oc pQ. BI= MAPLE' �� ? PYR 1 r:1 :t: i // CORNUS STOLONIFERA REDTWIG DOGWOOD CDS 3' HT- 4-POL 1e 4'0c ,WA 12-ILL • 4'oc p', , .1s I I 38 L, 11-LEX CRENATA 'CxxNVExA' JAPANESE HOLLY ILL 2 TIAL. 3-TNU \ {� r 1-RMP' _;4• - - -POL • 4'oc � -- V rN Fill �� `T .. ^' �' / 1.0 3/4"!P �1 IN\� {III� JUNIPERJS CHINENSIS 'SEAGREEN' JUNIPER JUNS 2 GAL. ?- 13�,ARC • 18"oc r L, 5-RHP c 4ba 2-PYR s 1 j ` -`i • 2'oc 6-THU POLYSTICWUM MUNITUM SWORD FERN POL 5 GAL. FWIJNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL FRU 3' HT. rit;1� (6) EXISTING _FIK� ;, i ________ ...._ - NANDINA DOMESTICA NANA COMPACTA' DWARF HEAVENLY BAIIE500 NAN 1 GAL, DOUGLAS-FIRS _` • `+ _9 • 30"oc �5 � TO BE REMOVED ~ � `� `Ar. / y r RHODODENDRON KURU'IE 'SNOW' AZALEA RW, 2 GAL. ' y� 1 32 -10-ARC • 18"oc 54",• 3'0c / RHODODENDRON MACROPHYLLUM 'ANNA ROSE 04ITNEY' RNA 18" - 24" NT. 1 �� -I-FRA �r —I-ACE Li RHODODENDRON MACROPHYLLUM 'BLUE. DIAMOND' R�1B 12" - 18" WT. V) --I 1� ,, IR `F �r /' RHODODENDRON MACROPHYLLUM 'LODER.S WHITE' RHI_ 18" - 24" NT. '� " 'C 12" \ (U EXIS ING \ 0 � � -�. FIR --1 / X' TREE TO BE - -3-RHI . 3'oc RHODODENDRON MACROPHYLLUM 'PURPLE SPLENDOR' R14P 18" - 24" HT. j w REMOVED I-ACE VIBURNUM DAVID(( VIBURNUM DAVIDII VIB 2 GAL. U 11 I 4Qr, 5-VIB • 30"oc GROUND COVER FIR \ /f '� ARC:iOSTAPWYLOS UVA-URSI KINNIKINNICK ARG 2 1/2" POT 1_ 18 rr ..✓ � ; I 3-RNB JUNIPER 15 HORIZONTALIS 'WILTONI' BLUE CARPET JUNIPER JUNW I GAL. FIR I-FRA -20-ARC • 18"cac �. 40 I / FIR _ ._... a� 3-RPB- MATCH UNE NOTES NEW TREE SURVEY NOTE -15-PRU • 3'oc Ea(ISTIW 1- EXISTING TREES DESIGNATED TO ?MAIN SHALL BE PRESERVED PER ARf30RI8T'S THIS PLAN INCORPORATES AN UPDATED TREE SURVEY WHICH �- r SHED Q I TREE CARE AND PRESER\,1ATION REPORT DATED 10/79/9'1 WAS RECEIVED AFTER THE ORIGINAL LANDSCAPE PLAN WAS - -- _ 1-FRA _._ .. COMPLETED - '" -- -- -- i 2. EXISTING TREES SHALL BE PRUNED TO SHAPE AND TO REMOVE ANY DEAD WOOD TWE NEW SURVEY INDICATES INDIICATES ( �EXISTING FOR IN ADDITION U. _�— DRIVf:_WAY ____ _ TO TWOSE 6HOWN ON TWE ORIGINAL LANDSCAPE PLAN. 20-ARG • 18 Oc 3. ALL PLANTING AREAS TO RECEIVE 6" 0-- TOPSOIL PRIOR TO PLANTING. (13) OF THE ADDITIONAL. TREES ARE PROPOSED TO BE REMC7VED (p ! r - FOR CONSTRUCTION OF TuE PROJECT. 4. A FULLY AUTVMATIC IRRIGATION SYSTEPI SHALL BE INSTALLED AND OPERATIONAL TO COCJRDINATE NEW PLANTINGS WITH THE REVISED SITE PLAN, PRIOR TO ANY PLANTING OF PLANT MATERIALS SOME PLANTING LOCATIONS HAVE BEEN ADJUSTED, AND SEVERAL tIc Z ]C 3-RNB HOUc�I: 1 TREES, SHRUBS AND GROUNDCOVER HAVE ADDED TO OR DELETED CD 3 9 a' I^ A '4-'^" 5. ALL PLANTS TO PLANTED IN HOLES Al LEAST TWICE AS DEEP AND WIDE AS PLANT CONTAINER FROM THE LANDSCAPE PLAN: MIX 801L AMENDMENT INTO NATIVE SOIL 1:1. CROWN OF PLANT TO BE SET .3" ABOVE SURROUNDING 0 GRADE. FORM WATERING WELL AT PERIMETER OF HOLE. MULCH ALL PLANTINGS MINIMUM 2" ADDED DELETED WITH FINE-MEDIUM FIR DARK 5 WESTERN RED CEDAR 3 OREGON WHITE !LAK 6. NEW TREES TO BE STAKED WITH MINIMUM OF (2) 3" X B' TREATED WOOD POLES 2 RAYWOOD A8H 5 RHODODENDRON LODER'8 WHITE 1 �QN1a5GAPE P�,4N EMBEDDED 12" MINIMUM INTO FIRM GROUND AND TIED TO TREE WITH HEAVY GAGE 3 VINE MAPLE 5 RHODODENDRON - ANNA NOW WHITNEY GALVANIZED WIRE AND RUBBER WOW TO PROTECT BARK 15 LAUREL - OTTO LUYKEN Q D 13 RHODODENDRON - BLUE DIAMOND 1. ALL PLANTER AREAS T'O RECEIVE FINE-MEDIUM BARK MULCH 2" THICK MINIMUM 4 SWORD FERN 10 KINNIKINNICK BUI198-0068 S1'T98-0002 FILE: 97103 -2,dwy 11481 SW Hail Blvd 26 of 31 WOW ... ..,.,»....law;. IF THIS DOCUMRNT IS LF'c� r1�llf Tllllll I�IIIII VIII I IIIIII-I�III�I I IIIIIIII11TlilT IIII►I.T 11111 I lllllli 1111111 IIIIIII VIII I IIIIIII IIIIIII ljllt1i 11T11 1 1T1T�T- 111 ljl I�IIII1 jIjIjljIlIjIjllIjIq�l LFGTBLF THAN THTF NOTATTON, - _-- __ `_!__-._ - __ I j ! � -^`_ I gll II , II 1 U 11,1T I. Di1F, TO '1HF (1UALTTY OF _ �Q4AS 160TF1F oRTGTNl�.l, uocuMF'N'r. __.__ _. _ -- -- -- - - - No.an �j."_v��_• 8l, I L� 9�I �Z 6Z II £Z II Z T� OZ 18t B�T LI 9t i 4i 16i I £i Tirill, �1111111 FIn u>nrilil IIIIIIIIIIIIIIII Ifll IIIIIIIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIIII IIIIIIIII IIIIIIIIIIIII IIIIlllllll IIIIIIIII IIIIIIIII II IIIIIIII PRO 91 14.392 `r , •,�' 51TE GRADING NOT�..S` SITEGA -T 9� 30 N , �Gti► CATCH BASI1 g 154 EXISTING CONTOUR LINE EX1lyl � p 8/1AAN 4:1 SIDE SLOPE w` C1 ' -'". 155~�'� ® w CATCH BASIN (TYPICAL} NEW CONTOUR LINE MANHOLE �2.31 UTILITY POLE A 25' BY 70' OhaL 4 EXISTING SPOT ELEVATION FIRE HYDRANT WO/EXTENDED DRY DETENTION D Q METER BASIN c NEW SPOT ELEVATION E N �, �� 154. 5 W - { "' PROVIDE STAKE SEE SPECS V� V UTILITY VAULT 2.5 2 1 SIDE SLOP � Ci � I c DT 0 TRANSFORMER AND PAD 2,•. \-'� •.\ '� EL ELEVATION F--- "r B M. BENCH MARK ® VALVE BOX CO'��EF; 2 \ � J 2 - ��. T. 0. C TOP OF CURB «# LIGHT POLE �'� -0 � B. 0 C. BOTTOM OF CURH i ^� t1 = F5 M. H. MANHOLE WALL MOUNTED L'�hT B CATCH BASIN 0< FIRE DEPARTMENT CONNECTION � cr_ >c 224.35 b L7 224.46 22512CL 225 29 \rI ''�•_ ,tip, 3�, 22 -- 225.44._ ` _ � w 1 225.74 .. HO tC6 RIM 225. / 2262 l �' ..-p-1 LTJ i J HP ��, 224. 26.16 1 -- 5.96 225.86 \ 226.0 R RIM 224 5. 6 ' 1 2- 226. \ 226 50225.11 225.0 225.56 rH 2- 81 '0 225.66 - \ u � --------------_.__ \\ 26.4 �i _ _ 125.1 226 20 v P } CB 1 225.56 25.16 (� El HP \ 225.72I \ W \ 5 44 225_1 7 ' \ I ) E J jRIM 24 22470 1 I i I li I ; ( t--- - ---- . 22 HP CA I _ SAN MH I R{M a2s i CITY OF TIGARD awl < -- �. roved............... ..... .. .......... - I ��. I dn►o the wopProv I CB RIM — - '✓ _ ed I IE 21y.�c fE110E _.^.^ r ' Con � s described in: x-221 - - - \' I I For o T -- -( — ► ___ 1 PERLetter to: V. 1!w�+..... ............•, ..... -[ z s Seo Attach................. ... n Job Addres C7atc'� LLQ, V) , z ~ r v J � ~ 1 V � - _ 1 > L.J w w i I Df L-11 ,I f 0 � 1 401 °' N Cn C) IrgMr +".j VLMK Consulting Engineers 39;3 S.W. KELLY AVENUE / POR ALAN D, OR 97201-4393 (503) 222-4453 / FAX (503) 248-9263 C 1 0 131JP98-0068 SIT98-0002 11481 SW Halt Blvd 27 of 31 I LRGT6I.R THAN THIS NOTATION, � '�IifI"IIII1IIIIIIIII��I . ( III I ( -j I� IIlIlI111IT1114111 l(l(f1l1fIlIFrHqDocuMErTISLE ': �i1l_IlSlI lI lIlIlI llIlIlI llIlI lllIlS1I 11I1I1I 11l1�1l111l1�11111111 111 1111I1I1I 11I1I 11� 1I1I1I 1111 ! 61 IT IS DUE TO THF QUALITY OF VIII IIII�I�18,I ZIIli�ll8ll�tiili�lllLl ZIIII�II8II LIIII�IIII ZiIH-II-I-I1'IrIIINIIiISII LiUllilli LIlii I IIItI Z ____ _lliLll T 18 T 141_7 I .�T_I E T_—I , Nola THP ORIGINALDOCUMENT. IIIIIIiOZJ1611 9�T11 I_l T al�ini Ilii IIII till IIIIIIIII IIII IIII IIII ffl( IIII IIII IIII IIIIIIIII I I! �� II �� IIIIII Illlfllll lllllllll lllllllll II Lp PROFf 14.3 2 SARAH�+ SITE UTILITIES NOTES SiTIEUA SURVEYOR EXISTING UTILITY LEGEND 31 'y8 EXTENDED DRY DETENTION BASIN OUTFLOW STRUCTURE M tic EXIST "SAN — NEW SANITARY 'SAN -- EXISTING SANITARY SEE DETAIL- 1 �� — _ ® m Ci 3 \` ----- — N"STS -- NEW STORM SEWER ICH BASIN I /�tiCg �•:,� " (O MANHOLE r ,I o RSM \ — — -- M STS -- EXISTING STORM SEWER `� • UTILITY POLE + 1 0 NEW ELECTRICAL --Q-- �- 0 —CONNECT TO EXISTING MANHOLE \ F— ti t \ ^ E - EXISTING ELECTRICAL x_x FIRE HYDRANT �� L, i `�� SEE DETAIL 6 —�—�— - NEW WATER Q M� METER �� � ��+ f �) C1 3 W— EXISTING WATER n C` �J — 1 " _` O ,'\ `� •�`�/C� -- --1)W- DOMESTIC WATER D' UTILITY VAULT = o //i ����. \ /�G —_ -FW FIRE WATER �T TRANSFORMER AND PAD POLLUTION FLOW MH �, \ ' SEE DETAIL STS' I. E INVERT ELEVATION . � ` \ ' � Ct,3 1 •� r .{; LIGHT POLE QQ\ 0 C 0 CLEAN OUT ;a.tilT'Afi Sr"J►C �I o {'— �' M. H MAN HOLT �,� l WALL MOUNTED LIGHT IE 12" (E) 219 52 45 \ FIRE DEPARTMENT CONNECTION — IL 12" (NW) 719.42 C E) CATCH BASIN VALVE ' -7 - 1_. _ E I Z 4 IE 12" (NE) 220 42 ,� DS 3 �• �f O a� I I \ 1?" �? ROA L- - yyn 1-k Mr TFR �=� ? I (IE 220.51) lS, c �£ ( 1 ,'NA�y THRUST BLOCK 1 O app \ 2 E(. Z.11 OEr 12 _1.4 3C� I G8 51 RI 22-5.0 DS IE,• .91 (IE 22075 V FF 226 LTJ J np OL MANHOLE KEYNOTES C. \ � C �I4 RIM 224.$7 1� , SEE DETAIL '11 �' 221 91 C1.4 S 2(IE 222.0) SITE WORK CONTRACTOR TO. s ,. C.0 ,\ A COORDINATE EIRE SERVICE LINES WITH FIRE SPRINKLER DESIGN 6 PROVIDE GRAVITY DRAINAGE OR SUMP PUMP (I E GRUNDFORS p STS � Ci,Q �B RIM 2" - � ► 1 J Q -- 1 �� _ Op �� F 6 2 ,� �" 12' STS Sz 0.005 1 MODEL BOSS 200 C84 <� ,- 1' PROVIDE PIPING TO APPROVED DISCHARGE LOCATION .� �\ Op \ \ \\J� \ , Y C PROVIDE (2) 1/2" DIAMETER CONDUITS FROM FIRE VAULT v ! \,. LTJ 7t- CO u `\ TO ELECTRICAL ROOM LOCATION ( ) l� D. COOkDINAT'E WITH ELECTRICAL CONTRACTOR TO PROVIDE v Ll d \\ o 1 SERVICE TO SUMP PUMP E. PROVIDE ELECTRIC. SUPERVISED TAMPER SWITCHES CONNECTED JCL TO THE FIRE ALARM CONTROL PANEL F. PROVIDE FIRE DEPARTMENT CONNECTIONS WITH A BALL LIZ I l i I I I CHECK VALVE AT THE BASE OF THE RISER TO PREVENT FREEZING I CB _ rasnr (r�,14)IE 222.18 ► rwsr.n - — I 94 �wq 0 „ousr 0DOMESTIC METER dt DOUBLE CHECK VALVE C1.4,, -------- - I LD SANITARY SEWER PUMP SIZE IS BIDDER DESIGN ITEM. LL I 1 COORDINATE PJMP LOCATION WITl•I ARCHITcCTURAL DRAWINGS CONNECT TO ODOT STORM DRAIN, A SEPARATE ODOT PERMIT REQUIRED.LA - ___) SANITARY SEWER PRESSURE LINE SITE IS A BIDDER DESIGN ITEM rn 1C' BY 20' EASEMENT oMw�a j '�' J TO BE PROVIDE- BY OWNER \ I .,i CLEANOUTS TO BE PROVIDED WITH AIRTIGHT, THREADED CAPS ovx ` , e t A �� IRRIGATION METER AND BACKFLOW CEVICE. R t �--- —a-- -� �° • i SEE DETAILCt 2 �! -- — - i Y i J CONNECTTO EXISTING 12” WATER. ODOT PERMIT t. 1 P ' ` AND CITY OF 11GARD CONNECTION i�MIT REQUIRED l W FR \ FOR THRUST BLOCK SEE DETAIL /12\ _-- - CO CT TO EXISTING C1 4 SAN MH RIM 226.E SANIT Y SEWER IE 220 7 0 THE WATER LINE FOR THE FIRE DEPARTMENT CONNECTION PR UR C. 0 SEE D TAIL 7 �� 1 CrQN6�OJY i EXITS FROM THE BUILDING, tx smw r t w:x RE 10"DIP WATERENCE Q9 BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR CB#1 RIM 221 0 F I IE 219 0 (: •;cU.t { ( I DER HALL BLVD SHALL FIELD VERIFY THE LOCATION AND INvERT 'OTF(.'y - '� `` �'" -� ODOT STANDARD ELEVATION OF EXISTING PIPES- Lei o arr I` ._.. i__; I I ► k \ _- - 1 W R 11WE�j Q.- jLIJ w 10, cf` ' _ - EASEMENT_ \ J ; Z t I " 3 Z u-- -NOTE. ALL WATER LINES ARE TO Q7 TO BE 517ED BY THE B'DDER I2 3 l `US a 00 '1 1 � DETAIL A m Q < _ . NIS L �, VI_MK Consulting Engineers . LY s i. 1^' ;.)n..5 - C !}�r CN tart At, 3933 S.W. KELLY AVENUE / PORTLAND, OR 97201-4393 c1 (503) 222-4453 / FAX (503) 248-9263 • 11!!1'98-0068 Sl 198-0002 11481 SW Hall 131%,4 28 of 31 „„.,,:,.,a„� r..,,.. Win,•.,. '•ep@Yy,'41. ,..a•+u..: .r,.,M ,., ar �,.,.. „r" _,-..,.. a�fAc::-.rs� MIY. } '1/1.Iwa"w±., d9�6s,"..z .?4'R .r.ns. _.:,,.:..._,. ...,..... -.MAI/19B 7-" .w`�sah"'"AMm, ,•. �.. .wqw.,,. ,.- • 4 .. - • -r-rT Ilr 111 111 111 111 t�l :ll1 .111 III IIIlI 1111 ill 11f r�T I�1 I11 111 I 1 t�t1111 111t!ll 111 111 111 I II111 111 111 Ill Ill 111 111 T T 11T 1.111111 1�1 111 Ill Ilillll Ill 111 !ll ► I � , IF THIS DOCUMENT 10 LFFS I I I I I }, I I I I I I I I , c I I I-�L I I I p l 1 � � I ®� I I 1�1 I I j2 ((„ ll V v 1 LFGTBLF THAN THIc NOTATION, -- -_ -_____� —._4L —�- _ - —_-� QST imIT IF, DUE TO THF. QU.ALITY OF G �� No.se �'s�"" TNR ORIGINAL DOCUMENT. — - --- - E 69 1y GL 9v Z bZ SL G TL 07, 8T BT Lt 9T 4T bT ST 91 F9111111� IIIIIIIII IIIIIIIIIII� IIIIIlI IIIIIIIIIIIIIIIIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII Illllwll� I11�1111111�1111 IIII�IIII�IIII IIII�IIL IIII�IIII IIL�II II IIU�III v Nr,1NEF O �14,3924. ����, FILTER -USE STITCHEC LOOPS 9 qY"�oINA' 2 FILTER FAARIC MATERIAL FABRIC OVER 2"x 2" POSTS_Z 36' WIDE ROLLS MATERIAL - D -- , PIRIE6 ! •3 2" THICK, 30000 P.S.I. GRAY IRON, C: 10 ;� E• / HEAVY DUTY CAST IRON GRATE. 2 I I cv cf LTJ D O cV I RIM ELEVATION Fes- cr I T— SEE PLAN z C7 --- 6 MAXIMUM SPACING / c �P \ o 0 LiJ b r La) �''- SCS V' 1."I,' NTS VIEW SIDE VIEW _ �� ,�' . , :. 4 v _ GRAVEL (12" MIN DEPTH) p ' F r • 4 p - — IPE INVERT Q RUNOFF WATER ' , 1 . .' ` . . A a.. �p I TT SEE PLAN WITH SEDIMFIIT A ► • f ) RADIUS . 25 MIN , �' ,�/T. •� J n 4 ANGLE BOTH ENDS OF FILTER FAP,9IC - FIL ED �yJ N - a - Q 3 FENCE TO ASSURE SOIL 15 TRAPPED �IDO C NOTES WAI FlNE MARE MESH CLEAN PiT RUN oR Y-ANNUS GRAVEL • NO aF ct�`'S L-� Z a D SE)M1ENT ON TOP OF GRATEF ED i 1 BURY BOTTOM OF FILTER FABRIC 6" OIL TRAP WITH 4" � cV SUBGRADE REINFOR:EMENT VERTICALLY BELOW FINISHED GRADE 1e' MN —� �_ ._. 2. s". 2• FIR, PINE OR STEEL GEOTEXTILF, AS REQUIRED ►� f CLEANOUT PLUG v;, e• MIN(A FENCE _ —J o INTERLOCKED POST; DEPTH `- 3 _ 2 X 2" POSTS 3 STITCHED LOOPS TO BE INSTALL[D -- (D / DOWNHILL SIDE OF SLOPE 2 4„ AND ATTACH --/" 4 COMPACT ALL AREAS OF FILTER FABRIC •20' MIN VOR SINGLE FAMILY AND DUPLEX RESIDENTIAL NOTES: Q TOP VIEW TRENCH A— CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL w N's WITH ALL JOINTS WELDED, CATCH BASIN CAN BE ROUND OR SQUARE. C-1) B— CALK PIPE TO CALKING HUB. C— SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK OR SAND BASE. D— BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. (� 1 SEDIMENT FENCE E— DRILL (3) 1" DIA HOLES IN TOP OF BASIN EACH STE. LLJ C ? NTS Grovel & Wire Mesh TECHNICAL GUIDANCE.. IANGE300K Inlet Barrier Gravel Construction LJJ ATj Detail Drawing 3-7G TECHNICAL GUIDANCE HANDBOOK Entrance FU ONA"UPWIC1111111 11111IM114" NOW s-X 1.1 Detail Drawing 3-1A nlI DRAFT:N/[CIM�R DRAMS OR}.IA PLOT t.1 z 15 TYPICAL CATCH BASIN W E:1 2 INLET BARRIER 1 NT; C1 . 3 NT; 3 CONSTRUCTION ENTRANCE LLJI CNTS LOCATE FRAME AND COVER ' OVER LEDGE OF AT LEAST MANHOLE ACCESS 2' IN WIDTH FROM ABOVE GROUT \ v 12" OUTLET PIPE TO WO/DETENTION BASIN V 12" DIA. 1 INLET PIPE IOTE.�. I s PIPE SIZES AND SLOPES: PER PLANS t 2. OUTLET CAPACITY: NOT LESS THAN STANDARD FIEl.O—• NOTE: ALL MATERIALS AND WORKMANSHIP SMALL BE IN ACCORDANCE WITH •4 G , COMBINED INLETS INLET ANC GRATE THE CURRENT STATE OF OREGON STANDARD SPECIFICATIONS 3 METAL PARTS. CORROSION RESISTANT. (TYPICAL) OVERFLOW EL. 223 44 FOR HIGHWAY C(NJSTRUCTION ' GALVANIZED PIPE PARTS TO HAVE MAXIMUM 27. FROM SET FRAME IN NUN-SHRINK \ �--- PRECAST MANHOLE ASPHALT TREATMENT 1. 124.0 TOP OF FIRST STEP GROUT TO TOP OF CASTING / RING 4. FRAME & LADDER OR STEPS OFFSET SO A. CLIMB-DOWRY SPACE 15 CLEAR OF -- DETENTION POND SURFACE EL.- 223.44 p GRADE RINGS (2",4-,OR 6") _ RISER AND CLEANOUT GATE _t NOTES - - SET IN NON-SHRINK GROUT B. FRAME IS CLEP.R OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO SL 'III - ANHOLE TO CONFORM WITHASTI ,2 • -- MANHOLE C-478 STANDARD ECCENTRIC 12' OUTLET PIPE CEMENT CONCRETE PIPE. OUTLET I=I ' ���. = TREATMENT SURFACE ELEVATION- 222 55 , - MANHOLE FRAME AND COVER -_ 3' CONE TO ODOT PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I. D. LESS 1/4", 1/2" BOLT (STAINLESS STEEL}- r — ADJUST INVERT OF 12" RCP A3 SPECIFIED SEE DETAILS o v 4" ADS . TO FIT SPECIFICATIONS OF ThE CONNECTION. - ALL PIPES ENTERING OR EXITING � � • 4" AOS SCREW a c e TOP SLAB AND MANHOLE RINGS SHALL IN CLEANOUT `�. SHALL BE WATER TIGIHT -`- - ` ��� -CHANNELS TO BE 3/4 VERTICAL CONFORM TO AS T.M SPEC. 478 ° \� -POND BOTTOM EL- 219.35 . HEIGHT OF PIPE-SMOOT}H FINISH � WO ORIFICECbF - / GA�V. CHAIN 200/ CAPACITY SLACK DIA.e 1 0" \ o°Q - IZ -RAM-NECK OR KENT-SEAL 70 BE • �, `b IT1�_—T�� WHEN GATE IS DOWN, BOLT CHAIN TO 4 _ - - tD °�P.� ° I _ • PLACE 6" BY 12" CONCRETE USED ON ALL MANHOLE SECTIONS MANHOLE SECTION r n • --- CONCRETE o\ °Oc�°p - e• AROUND 12" RCP -INSIDE DROP MAXIMUM 4' / (VARIABLE ''-4') �+ ' 12" DIA. STORM SEWER. OUT ' 4 \ 1/2 CU YD . , 12" RCP VERTICAL. DISTANCE INVERT TO INVERT io ARMCO MODEL 160 CLEANOUT GATE TO BE 12- DIA v v ' - MINIMUM HEIGHT OF 5TANOARD , > t 3/4" DRAIN ROCK �--- -- MADE WATER TIGHT IN PLACE W/ MASTIC # PIPE a +, s TO BE 5' -"-- ° m • ' 2" WEEPHOL£ . ) h - SEF DRAWING NO 1 i0-ST MANHOLE/CATCH BASIN STEP L11 12" OUTLET PIPE, IE 220.42 - - V) J V - A EXTEND EXISTING REBAR -KNOCKOUTS TO BE USED WHEN S I JB OUT PIPE L /� 1- i 1 IS 3' OR LESS z tz LLJ _ FABRICATED CORRUGATED METAL CROSS ,b ° ' • 4" INTO NEW CONCRETE COLLAR Q 12" INLET PIPE _ I - MIN. 20' FALL BETWEEN INLET AND OUTLET v • �,1 � f W/ TURNOUT GATE, SIZE A: REQUIRED o --- _ >7 SUMP MAKE OPENING IN EXISTING L..J ll1 30" MIN. 1 -- ' 219.35 _,_DET ORFICE . 4 CCNCRETE MANHOLE AND PLACE 12' DIA. 48" - fr T y - 12" OU 7-L;:T i•t, S- 0.0045 DIA,- 1 63 INCH 1 I LSP IN OPENING PLACE GROUT BETWEEN F1r•E MIN I L/! \ GROU f� FLEXIBLE COUPLING ARMCO MODEL 160 CLEANOUT d F� a. a A p G AND MANHOLE. USE 1 2 CEMENT MORTOR R TIO 12" MAY FOR I' 1"/FT. SLOPE 1" MIN FROM TOP OF / GATE TO MADE WATER TIGHT -- --- CO>NCRFTF PIPE p , INVEFi T \--. IN PLAL,E a/MASTIC SECTION PIPE TO MANHOLE r ^ 3" INVEkT EL 219.4 ` v / EL.- 219 5 N g• - COMPACTED GRANULAR MATERIAL 2'-0. +'-EXISTING MANHOLE �- v IPE - o MANHOLE AND BASE PER STD. 3'-0" D — IPE � C _�' •• MANHOLE DETAIL n 'D .--�'�a. � �4 � -_�-•-� Q NOTES: V: 12" OF 3/4--0 COMPACTED 8-.MINIMUM CONCRETE m iv1. ALL. PRECAST SECTIONS SHALL CONFORM TO '' , BASE MAJZRIAL 4'-0" MIN THE REQUIREMENTS OF A.S.T.M.-C-478. ALL NOTE: N 0 T TOSCALE V ,.0 '� ' • " rr- POURED IN PLACE CONCRETE SHALL HA'JE A ~--�'� --•�' 6' MINIMUM z L i8 DAY STRNGTH OF 3,000 P 5.1. AND 2" TO 4" 1 SLUMP I 3" MIN 0 8 E, E D OVERFLOW 5" 2. ELEVATIONSF AS I , AN TO SHALL BE APPROVED BY LOCAL JURISDIL 90N. NOTE.- _N O 1 TO SCALE Cn RESTRICTOR PLATE (FOR FLOW CONTROL 5 WATER QUALITY EXTEN DED DRY DETENTION OUTFLOW NOTE: N 0 T TO SCALE_ in 0 ONLY) ORFICE DIA.- 2.4" NTS Y - CD N SANITARY MANHOLE �i. POLLUTION/FLOW CONTROL MANHOLE 6 �_ C0,14��ECTION TO ODOT MANHOLE I � �aT � W m i 1 7 NTS 1 .,� NTIS CD CI Cha, L I -- = VLMK Consulting Engineers 3933 S.W. KELLY AVENUE / PORTLAND, OR 97201-4393 (503) 22.2-4453 / FAX (503) 248-9263 C1 O 3 L13(JI'98-0068 SI198-0002 11481 SW 11,111 131vd 29 ot'31 '."L"..._ -- ....�.�-,.'' !r"'-..iiCE.: -......,:"-7I4^"n;�.._ .. ... _.,. - e".ara.+ra...<,.,w....m.•na 1 ..-«..�w:w� .�.�...!r*+Nr,.....-�..Ae�NM•,+memre�!+r .nrc-, +r ,,, .-.. .. .',p�lt,�. -.... ..a�1C'4!�,.?rAlW�raNtS - _ ... -. "rtrrn. _ y 1�Tlll III 111 111 III 111 III III . 'I 1 1 1 1 I + I I 1 I T t'I I t T lr''�•i'�11 1 1 1 1 1 1 1 ISI I III 1 1 1 1 1 1 I 'T 1 1 1 1 1 1 I T 1 1 1 1 111 I I I I'I I'I I I III I'I I l Taj 1 ETT r L , IF 'THIS DOCUMFNT IS I,FSS 1 I L I I I, I I I I I I II I I I I I I IQ� I I I 1, I, � l 1 �0I V I I I ill 1 I I I I �,Z I.FGTBI,F THAP! T1{TS NOTAT;ON, G -- ! _ � _ �l_ _- 8L.--_ "1 -L--- l --I Gus1T Ic DUF TO THF QUAl.I1'Y OF0-0— No.Se ..�" THE ORIGINAL DOCUMFNT. - - — £� eTL ��9� 'AlI I IIIIIII�i IIIIIII,I ILII ILII ILII ILII IIIIIIIII t I Illlillll ILII I17111111111" II ILII II IIlIIIIIIIIIIIIII Illit 91sl ILII HILI II+I ILII ILII ILII ILII ILII ILII ILII Islll ILII ILIIII+III 19111 ILII 19111 ILII III Ilii Islll ILII ILMI ILII illllNll D L I I I i T i II I II ? I I I I i � � T i T� T-�1 1 1 �I I5.1 III�II.IIII�IIII�IIIIIII I�IIIilll�lll ,lI.I� III.IIII� 1111 IDI PRQ�t tkGINt-c t 4,342 THRUST BLOCA LOCAL WATER TO LOCAL PLUMBING - CUSTOMER SID DISTRICT STANDARDS CODE STANDARDS v DISTRICT APPRDvED• MIN METER S I D E� -- �►'.�a, ` � RETAINER GLAND BACr Fl OV DEVICE _ - -� � �'ry SPOOL FLG.x P.E -- _ _ -- - I r BSA�H !\ FLANGE COUPLING ADAPTOR 7'-0' 8' I'UE3'-6' UTILITY VAULT 3642-PVT - OR EQUAL r-• n r��� 3 - 4 _ r. 1' 1 1-LC)w I �-5•_6 "� I /,.CDKRETE PAD -- - AIMP- LOT TO BE ll SERVED ��'--- -- - z LL1 0 M \ LU � C`J MIN. -'LL " __D CJNrRACTOR TO SEAL ALL `a ( ia1 OPENIWi IN VAULTWITH NON I z SHRIWGROUT PRIOR TO 24' MIN � Q_ I J• PLAN BACKFILLING I E9 Li fw- CV FIRE DEPARTMENT CONNECTION rOSHA APPROVED LADDER WITH I ALUMINUM LADDER7• I } I 11 J I I 21-6' .tom EXTENSION B1 UTILITY VAULT -- _ -- _ -- - -. _y� J __ __- I 1 In I _ \' d X P LAN _ �' I " - )RAIN rD CURB DR �.-'•__ ,�.--.--,.."�--�� � � OFFSET LATH I -- -- ON PROPERT`f LINE _ GROUND LINE 3• H!N - t' MAX " STORM DRAIN PROPERTY LINE AND LOT CARSON METER BOX 1730D P 1 5L -�� SEE NOTE No. 1 (OR EQUAL) � z a � - -_-' -� NUMBERS MARKED IN WHITE - -- - -- \ Q z � I PAINT ON FAC( OF CURB F r _ Q r 2 EBCO MODEL 805--Y Y ^I N . FLAN PLAN DOUBLE CHECK VALVE ASSEMBLY .� 3• MI - (OR EQUAL) F, CLE!RANCE ON Via• VALVE ED OSar REDUCED PRESSURE BACKFLOW SLOPE EARTH AWAY FROM � w � VAULT IN BERM AREA 12 MIN. CLEARANCE VALVE PREVENTER FESCO MODEL 825Y -INLINE CHECK VALVE 6'-6& OR EQUAL w CONTRACTOR TO INSTALL -RODENT CONCRETE BALLAST 3 CU, YD. SCREEN '+- "! • \\\ ` \\/ MIN. WHERE FLOODING DR i STANDON'-�` 12' MIN / • HIGH GROLMDWATER EXIST ��jPIPE STAND <TYPJ BRAIN pp GHT OR INSTALL OSUMP IN W CUSTOMER SIDE ELEVATION PUMPACT SPECIFICATIONSOR - - 1-_0• CURB _ ELEVATION - FIRE LINE DOUBLE CHECK DETECTOR RECOMMENDED NOTES. n NOTE: NOT TO SCALA COVER 20 FINISH GRADE a _ - 1. A 6 FT. OFFSET LATH ON CHRUSHED ROCK BASE L 6" MIN. CLEARANCE _ Q UTILITY VAULT OR *EQUAL BILCO DOOR PROPERTY LINE AT 8 FT. az SIZE WITH F.D.C. WITHOUT F.D.C. OR *EQUAL PUBLIC UTILITY EASEMENT -== - 2' ORNN TO DAYLIGHT 676-WA 577-WA J-SAL SLOPE 1/8" PER FOOT MIN. CONCRETE PAD AWAY FROM VAULT ELEVATION 6 510 =WA 6 7-WA J -3L METER ELEVATION NOTE : NOT TO SCALE � W U B 5106-LA 687-WA JD-3AL _ cuRe sTOP NOTE: NOT TO SCALE U W Q 10 5106 LA 5106-LA JD-3AL "VOTE: N(' T-- 0 SCAL DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE INSTALLATION SHOWN IS ONLY A SUGGESTION. THE t FREEZE PROTECTION, CLEARENCE FOR TESTING AND REPAIR ■ DISTRICT ENGINEER APPROVED EQUAL. TYPE "K" SOFT DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, I_1 c COPPER TUBING ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS FREEZE PROTECTION, AND CLEARENCE FOR TESTING & REPAIR a PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE c DRAINAGE ALSO REQUIRED. ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION BRASS PLUGS 1 L TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS. d_ C, 1'74%), DOUBLE DETECTOR CHECK ASSEMBLY c: 9 DOIv1ESTIC WATER METER 1 o BACKFLOW PREVENTER •� !✓�_ 4 NTS C1 .4 NTS C1 . 4 NTS14 DOUBLE CHECK INSTALLATION �- n 1 NTS (�/ IQ ►-w V 3 MANHOLE ACCESS NOTES; SLOPE SHELF v FROM ABOVE � AS REQUIRED PIPE SIZES AND SCOFFS: PER PLANS /a ��_ -` -DETAIL B GROUT 2. OUTLET CAPACITY: NOT LESS THAN ° . '• COMBINED INLETS B } B MIN. 6" a / 4 ' p. (HORIZONTAL) �iL7LUME OF THRUST BLOCK 3. METAL PARTS: CORROSION RESISTANT. e BEARING AREA DF THRUST BLOCK; IN SGS, FT. IN CU. YDS. (VERTICAL) OUTLET PIPE GALVANIZED PIPE PARTS TO HAVE n � r\ ASPHALT TREATMENT 1. b.'o.. FITTIN TEE 90' BEND 45' I i'2 1/2' 11 1/4' FITTIN BEND ANGLE -� INLET , IPE 4. FRAME & LADDER OR STEPS OFFSET S0: ° ° SIZE BENI) BEND BEND SIZE 4c. - A. CLIMB-DOWN SPACE IS CLEAR OF •:� ..• � 22.5' 11.25' RISER AND CLEANOUT GATE MANHOLE _. � . e �B. FRAME IS CLEAR OF CURB STEP 4 1.3 1.8 I,0 1.0 1.0 4 1,1 0,4 0,2 5. IF METAL OUTLET PIPE CONNECTS TO ., e, CEMENT CONCRETE PIPE: OUTLET 6 2,8 4.0 2.2 1,1 1,0 6 2J 1,0 0.4 PIPE TO HAVE SMOOTH O.D. EQUAL TO � ' '4 a Al LESS 1/4- D 8 5,0 7.1 3.8 2.0 1.0 8 -1,0 1.5 0,6 . D. . r PRECAST MANHOLE CONCRETE PIPE ISECTION A-A\ RING DETAIL A 12 11,3 16,0 8.7 4.4 2.2 12 8.5 3.2 1.3 i� /'- TOP SLAB AND MANHOLE RINGS SHALL PARTITION LOCATION_ 16 20.1 29.4 15,4 7.8 3.9 16 14.8 5.6 a CONFORM TO A.S.T.M. SPEC. 478 20 31.1 44.4 24.0 12.3 6.2 - OVERFLOW EL.: 210, MANHG;.E DESIGN TO CONFORM �- 1/2" SELF TAPPING CON(. 24 45.2 64.0 34.6 17.7 8.9 _ WITH ASTM C-478 ANCHORS. PHILLIPS S-12 C:) _ �' GALV. CHAIN 200# CAPACITY SLACK ANO STANDAR MANHOLE DETAIL OR APROVED EQUAL, VALUES BASED ON 200 PSI WATER t Z WHCN GATE IS DOWN, BOLT CHAIN TO ONLY ONE DRt)P ALLOWED 1/2' X 1-1/2" STAINLESS PRESSURE AND 2000 PSF SOIL BEARING PER MANHOLE CAPACITY. CONCRETE o �' STEEL BOLT � a C .• - 1/2" B01.1, (STAINLESS STEEL) I -- ARMCO MODEL 160 CLEANOUT GATE TO BE -�' D. 4 r -- CJ 3., MADE WATER TIGHT IN PLi CE W/ Mitr.TIC � •V• ', �' _ INLET PIPE � / � J - FABRICATES CORRUGATED METAL CROSS DEFLECTION •Q• W/ TURNOUT GATE, S'ZE AS REQUIRED PLATE �' b. OUTLET PIPE --` Z H- �o" MIN. - --- - -- -- A (DETAIL C) A ° DETAIL B - ---- ---- o V--I / -•-..- GROUT 77FLEXIBLE COUPLING PAP, TI TI ON / > w y - /. i LLJ w INVERT L INSPECTION EL. 217.27 -- INVERT EL.: 217,21 AND CLEANOUT / /ERTICAL BEND-12" STORM SEWER ATTACHMENT BEND TEE c W �- OPENINGAILFITTING ROD COMPACTED GRANULAR MATERIAL (DETAIL C) -� -� - REMOVABLE DEFLECTION PLATE SIZE SIZE MBEDMEN WI ,-- MANHOLE AND BASE PER STC. (MIN. 12" DTH) r MANHOLE DETAIL - - MATERIAL: STAINLESS STEEL, v ALUMINUM, 0R FIBERGLASS PLATE. 4&-12 #6 30'/ 14'--Z NOTES: DETAIL A 16' #$ 36`\/ 4'-0" MrN. 1. ALL PRECAST SECTIONS SHALL CONFORM TO �' N' _ --- --- THE REQUIREMENTS OF A.S.T.M.-C-478. ALL _ p FIBERGLASS PARTITION: POURED IN PLACE CONCRETE SHALL HAVE A o o �-tC>F PARI;TION TO BE NOTES: Z . SLUMP 28 MAY STRNGTH OF 3,000 P.S.I. AND 2" TO 4° "° CUT SO THAT BOTTOM / '\ I) THRUST BLOCKING AT ALL TEES, BENDS AND 3" MIN v OF ClT MATCHES THE `' ENDS OF PIPING. 5" 2. ELEVATIONS OF BASE, I.E., AND OVERFLOW ' 0 O INVER'i OF THE > ' SHALL BE APPROVED BY LOCAL JURISDICTION. 2) CONCRETE BLOCKING TO BE POURED AGAINST�. . . 4 � a INCOMINQ PIPE. �,o UNDISTUkBED EARTH THE RADII,S OF .HE ' C 3) ALL CONCRETE T❑ BE CLASS 3000 Ir I ` w e ���� CUT SHOULD MATCH - ----- RESTRICTOR PLATE (FOR FLOW CONTROL � 0 Q / e d � ONLY) ORIFICE DIA.-P-7" d, �� . A. . 0' '•Q Q . o O THAT OF THE PIPE. STRADDLE BLOCK 4) INSTALL 12 MIL TOTAL. THICKNESS POL.YETHENE SHEET �. - SEE DETAIL., AROUND FITTING, SECURE SHEET ENDS TO PREVENT M 0 INFILTRATION OF Di, T BETWEEN SHEET AND PIPE N DETAIL C FITTING PRIOR TO POURING THRUST BLOCKING o1-1 �ECTIVN B-'P._ - �- 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS CPS FROM CONCRETE WITH TEMPFrn^Y FnRMS AND NOTE: NOT TO - CALE POLYETHENE SHFET!!IC SLE NOTE No. -t NOTE: NOT TO SCALE - z: Y Imo- ¢ LUl 1 POLLUTION FLOW CONTROL MANHOLE _ rl_2N% DROP MANHOLE 1 1 , NTS 13 THRUST BLOCK 1 NTS 13UP9K l►()G8 SI'I98 0002 * 1 -' 11481 SW Hall Blvd ;0 of 31 �+sr..,+mx�,..w.- ,:. :, .. ,,... ,. _. ,,,e,wn.,,,.wc;. ;..:.;�sl ",n.,.. m-� ,ucM+.:rwa::•;�n�<rrs:. TF THTS DOCUMENT TE LFSz Tr Ilf Tllllll ISI Ill Ill I I Ilf ISI I I III I I i I 1 1 T III III III i i 111 l�l 111 III ill II( III I I Ill III III III I11 Til 111 i T T�i T(1 111 i 1 Ill III lllllll III III III I i ' I LRGJBLfTHAN THIS NOTA' TON, ��I•-III-£II---8Z--1I--8 1 7---� 1 -I - � �� -I_II1 � _-_ � __ 1 � _ i--- --� 6 8 1T 1c D ? T0 THE QUALITY OF 4 _NI�o_ .9e11 � lqu �R - G THP ORIGINAL QOCUMFNT. IIIIIIII11111119 III 1111I.l_ 111 19111111111111111111l I[ITiN iLL II IIIIIIIII V� r i rim j r ', ` '") 3-RH5 MATCH Uwa.. r_>OLbGLA6-r-I4 etal *7-1 \ 15-PRU 0 3'oG 16 TO REMAIN Ile) 16- EXISTING DEQDUOuS TREE TO REMAIN 20-ARG a I U, 3-C-06 6 0 EXISTIW,z s 4�R T­ 3-RHIA 9 6'oc IN DOLIGL.48 FjQ7 -FIR 40# 1 cm TO REMAIN Jmbs I-FRA- u o u s STORM WATER 4-RRL DETENTION At-a.-d 7 A WATER MALITY 18 FIR EXISTING SWALE L A- .- - V. \<� OREGON I WHITE OAK �j s 3-R cr 22-JUNLU 2'oc TO RE11AIN q� 7,I-FRA 60-ARC • "o e-53-ARC. a 18"ocl DE I ' L, (4) EXISTING TREES (6) EXZTINQ� 'FIR To BE REMOVED < :z < TREES TO JAE 6,0c. m :z 226.1j,3 5-ILL 4'cla FMA U S D 3 RHB 7-RNP * &'Or--- FIR cl- FIR 4�001_ I-FIRA I • )lll 10-Aft-- • 18"oc. 4 0 :z 4-RNA 0 (Voc FiR IR 50-JUNU) 0 2'oc I-CH04 (2) EXISTING R"B * 4'oc: 12-ARC • 18"c'm TREES TO BE v 20-ARC • 18"oc —3-jUNS 0 3' . . ..... 125-AIC 0 18110c 5-ILL • 4'oc 5-RNIB I-CNA 2-RH 5-ILL,e 4'oc .3-JUNO 4,4'or- 6' WIGH GRAIN-LINK 1-FRA FENCE WITH DARK ENr GREEN VINYL SLATS 2-C"A 3 POL • (Voc -*-JUNO 0 3'oc,,' :;z 3-( ,- 9 0 -1-QUE "" \ , 1 O 6 5-ILL-* 4p� EXISTING 18-JUNW • Toc DOUGLAS-FIR 5-W5 0 4'oc 3-JUNj5'4 3 ...... ul TO REMAk 6 —60-Ale- 0 F1 C-77- 12, 3-RHA 0 (P'oc 4-POL is 4'oc ECIDU ous S 0- . .30-ARC * 18"oc -1-JUNW a 2'oc DECIDUDUS� .7 4--RH5 0 4'oc --cJ-JUNLIJ 0 2'oc 7 2-RHB ► I-PYR PLANT LIST LEGEND .1? 16-JUNW a 2'oc 10 I-FRA 'n 0-ALINLU 0 2' &VIA 2-ACE F IS (o-PDL 0 4'oc TREES COMMON NAME SYMBOL SIZE, REMARKS EXISTING CONIFEROUS TREE TO REMAIN 8-JUNW 0 To-- I-ACE 1w - r-,,,, 1 4 1 er I 2-RHB I-PLA ACER C(RCINATUM vNE MAPLE A4CE 6' - 10' WT., MULTI-STEM 'K% 7-7- I-PYR (1) TREE W* " EXISrING DECIDUOUS TREE TO REMAIN (2) EXISTING TO BE CHAMAECYPARIS OBTUSA 'GRACIU5' WINOKI CYPRESS CHA 1' - S' WT. DOUGLA8-FIRS 13-JLNW 2'or- \TO REMAIN FRAXINUS OXYCARPARAYWOOD' MAYWOOD ASH PRA 2" CALIPER EXISTING; TREE TO BE RErOVED -5-POL 0 4'oc REMOVFQ I-AC: 4-RHP 4'oc )-ACE - 12-18"x24"_ II-JUNI.4k's Toc PLATANU5 ACERFOLIA 'BLO006I000' LONDON PLANE TREE PLA 2 1/2 CALIBER -COS fp'or- -LINK FENCE CONC. PAVERS (p' NIGH CHAIN-LINK 18"oc PTRUS CALLERYANA 'ARISTOCRAT' FLOWERING; PEAR PYR 6' - IV- WT., HIGH-BRANCHING WITH DARK GREEN VNYL SLATS QUERCUS GARRYANNA OREGON WHITE OAK 0IIUE 2" CALIPER 3-C46 • bloc THUJA PLACATA WESTERN RED CEDAR THU 6' 1' "T. 6loc LAWN . .. I . ­ . - ml,,, 4-RHA • 6'oc 261 AiRc La twoc 2-RHB 12-NAN 0 2'oc- 15121 L CORNUS STOLONIFERA REDTWIG DOGWOOD CO15 31 HT. 4-POL )p 4'oc 2-POY R I 1A 12-ILL 0 4'oc ov < --y ILLEX CRENATA 'C.CNVEXA' JAPANESE HOLLY ILL ? GAL. 3-THU -POL 0 4'oc \vl I fly F IR ;r 3/4 JUNIPERUS CHINENBIS 'SEAGREEN' JUNIPER JUNE 2 GAL. -THU RIC • Is"oc !1 2'oc 2_pYR__ 6-THU POLY5TIC�-� MUNITUtl SWORD PEP04 POL 5 GAL. FW41NUS LAURCYCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL PRU 3' WT. 6- ((p) EXISTING _F I R DOUGLAS-FIRe '\, " I_- .1 NANDINA DOMESTICA NANA COMPACTA' DWARF HEAVENLY 5AM500 NAN I GAL. TO 15E REMOVED /a, RHODODENDRON KURUME 'SNOW' AZALEA RHK 2 GAL. 7_ .32" 151WWO 3'or- RHODODENDRON MACROPWYLLUM 'ANNA ROSE WHITNEY' RHA W 24" WT. I-ACE rl Lu QR 1-FRA RHODODENDRON MACROPHYLLUM 'BLUE DIAMOND' R145 12" 18" WT. V) 36-F4RU • a 3'oc z (L 0 F RWODODENDRON MACROPHYLLUM 'LODERS WHITE' P64L 18" - 24" WT, - 12" (1) EXISTING RHODODENDRON MACROP$4YLLUM 'PURPLE SPLENDOR' RHP 18" - 24" WT. V) 0�4 t TREE TO BE 3.RHB •0 3'oc 1 FIQ LLJ REMOVED I-ACE VIBURNUM DAVIDII VIBURNUM DAVIDII VIB 2 GAL. a U V) 40- 5-V15 0 30"oe GROUND COVER FIR ARICTOSTAPHYLOS UVA-Uk'%l <INNIKINNICK ARC 2 1/2" POT 3-RHB JUNIFERIA HORIZONTALIS 'WI L TONI' BLUE CARPET Ak,:IPER A"u I GAL. I-FRA FIR 20-ARC 111110"W'o"d 40" FIR 3-RJ-415-\c—I MATCH UNE 1111111�111111110 NOTES NE LU URVE TRS 8 Y NOT 15-PRIJ 0 3'ar- EXISTIN 1. EXISTING TREES DESIGNATED TO REMAIN SHALL ME PRESERVED PER ARMORIOT'S THIS PLAN INCORPORATES AN UPDATED TREE SURVEY WHICH T_ SHED TREE CARE AND PRESERVATION REPORT DATED 10n'3/Sl WAS RECEIVED AFTER THE ORIGINAL LANDSCAPE PLAN WAS A& I-FRA COMPLETED AND SUBMITTED TO THE CITY FOR SITE PLAN REVIEW. 1 EXISTING TREES SHALL BE PRUNED TO SHAPE AND TO REMOVE ANY DEAD WOOD THE NEW ft"Y INDICATES (14) EXISTING TREES IN ADDITION EXISTIN(, TO THOSE SH(;UN ON THE ORIGINAL LANDSCAPE FLAW. DRIVEWAY 20-ARG 118"or- 3. ALL PLANTING AREAS TO RECE;VI=_ 6" OF TOPSOIL PRIOR TO PLANTING. (13)OF THE ADDITIONAL TREES ARE PROPOSED TO 15E REMOVED (p FOR CON6TRUCTION OF THE PROJECT. 4. A FULLY AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL TO COORDINATE NEW PLANT(W_sS WITH THE REVISED SITE PLAN, EXISTING PRIOR TO ANY PLANTING OF PLANT MATERIALS SOME PLANTING LOCATIONS HAVE BEEN ADJUSTED, AND SEVERAL ;z JC 3-RH5 TREES, 6WRLOS AND GWVNDCOVER HAVE ADDED TO OR DELETED I U '2 10f f A Ast OL#—I.. HOUSE 5. ALL PLANTS TO PLANTED IN HOLES AT LEAST TWICE AS DEEP AND WIDE AS PLANT CONTAINER. FMC" THE LANDSCAPE PLAN! m LAJ 0 MIX SOIL AMENDMENT INTO NATIVE SOIL 1:1. CROWN OF F"LANT TO BE SET 3" ABOVE &URROUNDINIC2 GRADE. FORM WATERING WELL AT PERIMETER OF WOL.E. MULCH ALL PLANTINCV6 MINIMUM 2" ADDED DELETED WITH FINE-MEDIU-1 FIR 15AFW_ 5 WESTERN MEE) CEDAR 3 OREGON WHITE OAK 6. NEW TREES, TO BE STAKED WITH MINIMUIl OF (2) 3" X 8' TRE-ATE-) WOOD POLES 2 MAYWOOD ASH 5 RHODODENDRON LODER'S WHITE EMBEDDED r2" MINIMUM INTO FIRM GROUND AND TIED TO TREE WITH HEAVY GAGE 3 VINE MAPLE 5 RHODODENDRON ANNA Pk;pw WHITNEY LANDSCAPE PLAN GALVANIZED WIRE AND MUMBER HOSE TO PROTECT BARK 15 LAUREL - OTTO LUYKEN 13 RHODODENDRON BLUE DIAMOND 1"�2®'_� Q 1. ALL PLANTER AREAS TO RECEIVE FINE-MEDIUM BARK MULCH 2" THICK MINIMUM 4 WR RD FERN 10 KINNIKINNICK ...... Ll al j I I IWI199-0,368 SIT98-0002 FILE: 971031 --2.dwg 11481 SVV Hall 131vd 31 of'31 11i11]1 Jill 1I1 1111 111 1111111 111 111 111 �I IF THIS DOCUMENT IS LESS -TT LEGIBLE THAN THIS NOTATION, 4I II 81 �o li. IT IS DUE TO THE QUALITY OF T 160 THE ORIGINAL DOCUMENT. - --------------- No.36 I ����1���lv �1��iN�J r��� �������1��������� ������������������������� �������������iJ� ��JJiJJJJ 111111T11'11111 s 1 ���I����IIIII���I��I �II �I��I��I11g1111111111 Ifli 0 9 6��������1��������� 111 rf ;15 41;,_ cr