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6825 SW SANDBURG STREET-2 C� C THO\I,O1,S Ma SAN;,'16- 1949 1949 �� g OF N Z •n a U W a 0 = n C pC v Ncn a . 0 e 0 - 00 u TOPOGRAPHIC SURVEY C ) r u o X v Q 7 r A PORTION OF LOT 1 AND LOT 2, PLAT OF "SALEM FREEWAY SUBDIVISION" 0 u_ ems. N o LOCATED IN THE SE 1 /4 OF SECTION 1 _ a < d T. 2 S., R. 1 W., WILLAMETTE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON y N M DATE SURVEYED: MARCH 30, 2000 3 STORY bI.DG. u Z ry z .,� 0 /L 3 '11U1111111� n 0 CONMIE RETAMW WALL -�-- -- - - NOTES: " a - / -�- -_ - I DATUM WASHINGTON COUNTv 23O- BENCHMARK. FOUND BRASS DISK AT THE SOUTHWEST CORNER OF 1 - THE OVERPASS CARRYING STATE HIGHWAY 217 OVER US 1-5. --` _ REGISTERED s STAMPED "Z 614 1968.' r 7 N PA \ - BENCHMARK NO.:379 ELEVATION-204.182 PROFESSIONAL LAND SURVEYOR PA ��J ` 225 EIOCEPTKIN N0. 17 2. THE B/.SIS OF 6CARINGS FOR THIS SURVEY WAS ESTABLISHED C04TEtM A' VIDE PCE EASLUMT FROM THE FOUND AND HELD 60NUMENTS PER THE PLAT OF PER DDC_ 1110. 99007723 'SALEM FREEWAY SUBDIVISION'. -f - _ - /_�--- OREGON JUNE 30, 1997 22o�- I\ TROY T. lE TSUKA RENEWAL DATE 6-30-00 PA PA / PA I T TO IST N f100R �/ STORM DRAINAGE_ LEGEND: C4 W N Uh 2 STORY � - ,EE STORM DRAINAGE TABLE t 0C%�T/ J / / ''/ � O CATCH BASIN RIM-205.27 CONC. TILT-UP IES 231-W � CA ,ANC IN RI-22 .6 Ol - SEE SANITARY SEWER TABLE BLDG, i pF � CENTERLINE 2� O2 CATCH BASIN RIM-208.65 Z § k+ - 3 DOOR 12- CONC IE(S)-203.65 ® - STORM DRAIN MANHOLEce x 2ND FLOOR w/ 12" CONC IE(W)-203.65 - SANITARY 5LWER MANHOLE 0 O PA IPA / Q 2 STORY + TRASH I 12" CONC IE(SE)-203.53 0 It I� WOOD SIDING ENCLOSURE Q - GAS M!TER 0 ICA F f`1 . BLOC. 't;A•TE O3 CATCH BASIN RIM-208.45 - GI'; VALVE z hr / I 12- CONC IE(N)=206 20 0 POWER RISER W~W O4 CENTERLINE TRENCH DRAIN GRATE-208.17 > W ' CENIERUNE , IE=207 41 - 3' DOOR ® - POWER VAULT _j (A � 2NO FLOOR _ T - • IST FLOOR I G �S TRENCH DRAIN RATE=2UA.96 0 219.83FF - STREET LIG4T `p IE=207.60 '-0 / CENTERLINE I _ 3, DOOR06 0 TRANSFORMER ■■ ■ � V � `1171' I IST FLOOR I PA SUMP HTYPE I ER 25.5 85 0 - TELEPHONE RISER < W _ja - LUMINAIRE O 7 CATCH BASIN RIM-228.33 SUMP TYPE IE=225.67 0 - RISER L Q N V p i MOOD DECK cP O8 TRENCH DRAIN GRATE-217.64 p* 0 - CLEANOUT - N � PA 219lF AND GAZEBO IE=216.37 p - HOSE BIB < aO rl� CENTERLINE O9 TRENCH DRAIN GRATE-219 23 m - WATER /ACNE af 4; 3' DOORN/ I IE-218.03 40 `• us IST BOOR (D - C:BLS TV RISER CENTERLINE 10 CATCH BASIN RIM-209.59 ® - WATER METER W 1�1 r--•-- 2ND FLOOR 1 STORY - GAS FINK 86 A ■..1 , LI SUMP TYPE: IE-206.79 ^ IPA -! CENTERLINE2t t7. �? PA .p, ,� - STONE SIDING a - SIGN 0 3'-DOORS - O ~ 1ST FLOOR I-" -' RR 118 MALL �� ' BLDG. D - MAIL BOX b CENTERLINE % _ PA ?�S 3 DOOR - DECIDUOUS TREE ► IST FLOOR MALL 1 / -' EVERGREEN TREE Z< >2 0 FPA - o -- - WOOD FENCE < 3 r DQ -SD-- - STORM DRAINAGE LINE -- -G-- - GAS LINE. ~ �ryh r• PA -Ss SANITARY SEWER LINE Q 210 -W----- WATER LINE _J -220 / - �� A/ -T - TELEPHONE UNIT a- PA Y ' _ SANITARSEYYER: -8T- � CABLE TV LINE W I -,P POWER LINE F- 9 - - - • . 1D SEWER MH RIM-208.68 MANAt1T� A B" PVC IE(W)=201.51 _ ASPHALT 06. 8' PVC IE(SE)-201.01 ' Q2 SEWER MH RIM-223.06 •• - CONCRETE z 8- PVC IE(W)-216.16 B" PVC IE(S-1-215.68 PA - PI AREA REV• I DATE I BY '2 ` 1 I 1 �•+ I I � - - Z I I O U • -- x LAJu � - REVISIONS - PROJECT NO. • SCALE: 1"=20' Tom` cm • DATE 1 04/07/00 - - DRAWN I Trr `Q+ $ SURVEYEDl TTT- JOB NO. T00001 CHECKED L�-,^ MODIFIED - R SET DATE 9/13/00 r, c. SHEET TITLE / I - FILE - -G0 T I EXISTING a(w)�9rE.PO11nJIND.FAR (30 •� TOP 0 AMAA JOB - 993203 U tu CMAP PLANNI Omosa�EE SLAP SCAR ��TS• SHEET NUMBER D1W _ �, _ �� 3 c 0 O K1 c 0N 6825 SW Sandburg Str. RUP2000.00364 III, 2 of 41 OF SHEETS U1 CONSTRUCTION SET L ..r..:..•.eea�!•+ !"xr�;,,•ami:�!rvria!m��e!M !:�w *wae+!N�+s+tit'PanAr'"t+na*�aw!r,�kaw•es+�aan.:.+rNernr •ate. _. - .. ,._ �y a+ +!�`xy .., .. ., - loo' _. - - .1.1:.�--:YaL'.� �.. ..,... �..�.... - - ..�.._ ".._' - _...r.•wAI.. 2 4 6 i0 12Jim 30X • � cliff Inu!n AIRSndinwti null a un6lTiluullli1�uulnilui��ullhlTi�nR61�i�Iml;iTi�mtHl�I�mllt �nuLfl1�m11m111 n I111wluuri� Iw u1uJaliuhi nulluulnTi11Td11�1�Nnll�b�lm6111�1ndt �mdt�i�lwb �lmb a nub�i�i�uoh��Inl�nli1111��udll �nnblt�i�nuhi��Iwhs -..w.._... -_. , .. .... --. .- ..,_......... :......... .....,.........«....._...,.,,._-.«. ..•-,-+.r+..�.s•-++..r._...- ._ _., ., ._ .. +w .... ... ..,_ ... ., ..... ...__. ___ w-.. -._-_. .�. ..w ,..-_ . 1 _ .,. _ _ � ... M.w.....wrrww.-w�•.....�++r•••n+n....r -.wwM�WM•.. .. :y.��...�.-�.... - ,.►+sr-^-..,tiy.... ,.. 4 os+ LEGEND EROSION CONSTRUCTION NOTES NOTES 26 1. DATUM: WASHINGTON COUNTY I INSTALL EROSION CONTROL BIOFILTER SOCK IN INLETS. (SEE DETAIL SHEET C5) BENCHMARK: FOUND BRASS DISK AT THE SOUTHWEST CORNER OF EXPIRES 12/31/00 - - ------ --- - EXISTING 1' CONTOUR THE OVERPASS CARRYING STATE HIGHWAY 217 OVER US 1-6. STAMPED •z a14 196&' - 195 - - EXISTING 5' CON-.OUR O2 UTILIZE EXISTING ASPHALT DRIVEWAY AS A CONSTRUCTION ENTRANCE. BENCHM/J&: N0.:379 ELEVATMm204.162 2. THE BASIS OF BEARINGS FGR THIS SURVEY WAS ESTABLISHED ' ---^- •-- - PROPOSED 1' CONTOUR p�� /�y�, �/��'�'p�y AND �1p�� FROM THE FOUND AND HELD MONUMENTS PER THE PLAT OF --195- --- - PROPOSED 5' CONTOUR EROSION CONTROL. MIVV Vl/1LJIN� NOTE *SALEM FREEWAY SUBDIVISION•. ::� ` -- '•_. _ - PROPOSED CONCRETE SIDEWALK 1.) ALL SPOT ELEVATIONS ARE PROPOSED AC SURFACE UNLESS OTHERWISE NOTED. z $ I (r, I - PROPOSED NEW BUILDING 2,) SPOT ELEVATIONS DENOTED WITH A "G" ARE AT GROUND ELEVATION, � V - PROPOSED RETAINING WALL SPOTS WITH A "T" ARE THE TOP OF SURFACE ELEVATION. SPOTS WITH A W o F^ ' X �- X --- = PP.OPC�SED EROSION CONTROL FENCE 'PC" ARE AT THE POINT-OF--CURVATURE. .�. � ..., ... O 3.) SEE DETAIL SHEET C4 FOR SEDIMENT FENCE INLET BARRIER AND ��` 0/� � PROPOSED BIOFtLTER SOCK CONSTRUCTION ENTRANCE DETAILS. _~ V - PROPOSED ASPHALT PAVEMENT SECTION 4,) SEE LANDSCAPING PLAN FOR TREE REMOVAL. 3.) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL ON STEEP SLOPES AT ALL TIMES THROUGHOUT PROJECT. SCALE: 1=20' 6.) CONTRACTOR TO UTILIZE EXISTING ASPHALT ROAD AS A 3 STORY o CONSTX♦UCTION ENTRANCE AND HAUL ROAD. n BLDG 1 0 ?0 //�• Lu 8 t4' WALL V • the •-. t 11' WALL ' . . ., � U - - - CONCRETE RETAINING WALL - - 235 - --ICH EC 2300 -- - 'L 35 5 I t4' WALL 1 } / I �G' 8.2 j -- E 1 CH EG 60 >�flON NO, 7 PC c ,. ' XIAIa p�DOC. M0 9SOE FM EAIDAW C14 C) *228.46 - _ _-- cl: ' tt' WALL A � '" MATCH EG -- C227 0 - 2b: -- _r � a' 1 _ - T H EG 1+JJ ��/ 228 / �,�h p - -- _2110 U 8 o NMAT EG /� -, rn cn O� PC _PC2 U ` C22 7 I r 0 O �, CONTINUE EXISTING - 't4' Wy� �i SLOPE TO MATCH P ".27 x I � POINT. • 2�� / , /• I I MATCH EG ' MATCH EG G228.0 LEGEND: a 4 G222'1� I O SEE STORM )RANAGE TABLE o - - - J �' ••, ' / 1�1 - SEE SANTARI SEWER 'AIIILE Q z STORM DRAIN MANHOLE h � • MATH IODR ('� i _ vo 2 STORY I EG i "• �/ - ' - _ - 5 -. SANITARY SEWER MANHOLE I �l7!!T c� a1 4' WAI1 FIRE HYDRANT I' i CONC. TILT-UP C NTINUE EXISTI ' I 231.64FF I i 0 - STORy/ CATCHBASiN O) 2 r7 u+ BLDG. - - - SAS METER 3 I INSTALL VINYL COATED STEEL POST LOPE TO M CONCRETE PAD J - w POINT. , c, gE EE DE�q�� 220.76 j ----�--gEE WALL DETAIL THIS SHEET pd - GAS VALE 8 FT CYCLONMBEUFENCE. POST 6E MN INTO ST EVERY - 6-FT ', g 1 WOODT�D NG THIS SHEET K 0 - POWER RIsE�. 0 g o KEYSTONE UNIT. INSTALL GALVENIZED ! I`1 ATCH G '•4 ' G219.80 - UTILITY vAIA.t o BLDG. 220.45 5 I / ® - POWER VAULT STEEL SLEEVE PRIOR TO BACKFILL. FILL 6219.8 219.95 - SrREET LIGHT VOID WITH NON-SHRINK GROUT. I ti • 0 DOOR -7�0-0 _ - �µ (SEE SHEET A1.0 FOR FENCE DETAIL) + NTERRINE cCEEN-TRUNE 219, _ SIrORMIER t"-1/4" CLEAN WASHED I 3' DOOR / 3 Doug 9 - TELEPHONE RISER DRAIN POCK BACKFILL. F ' t4'�NALL S 1008 UAANNAIRF \ 2ND LOOR �r �� r � ,. _ IST F �. CAP UNIT I �- 71qeNRUNE .' 21 - RISER ,.. 9.29 0 DRY STACK RETAINING RB I ( L'' M1 �' 3' DOOR '' 18.24 G 7 00 / o O _ ry I I Q l ; }: 1 �' IST FLOOR % �__ _EANOUT �T� I WALL USE KEYSTONE -�\ 5:1 mox AC PARKING LOT L y'• � ,+ , o - HOSE BOBw (( �. � , � � OR EOUNALENT) - - - - G2 t 9.83 8 5 / r •w -•• -'i - / +' „ 219 _ 1 .3 /' m - WATER VALVE u •�• w w •w• --� I I I I I CD - CABLE TV RISER N "•2• w�^w --_- - I I I / 219.83FF , .. -� A'IOr� 219.7 PC2v' -#4' WALL // ® - MATER METER [� 1•I e . �,�.,ti'+ I I I_I GID I I I \\ CEN NE -\ P 216.30 _ O W 0- . - - - IF REQUIRED rTl 1ST FLOOR •x + / JL SIGN FINK F � - L - - 0 - MAIL BOX + 7 �I EIACKFlLL I \ CENTERLINE 2ND FLOOR J � - - O _ �R cC DECIDUOUS TREE F� "XISTING GRADE ( I - i 3 C�ENTERLINE21y.63FF •' '- ® 1 STORY / 3 DO • ' �, r ., 12.5 WALL STONE SIDING - EVERQIEExN TREE �y BLDG. -o--• - VIDW FENS i I IST FLOOR ' � .• r'X9,1, y;' 16 - " PERFORATED WALL DRAIN PIPE. � cENTERLmE C21 93 � I t 1.5 W � -"1 -SD- - STORM DRAINAGE UNE OUTFALL PIPE TO PLANTER, RIPRAP OUTFAI I I �•= 3 DDDR TO ALLEVIATE EROSION. WRAP PIPE IN FABRIC -{�,\/ 1ST FLOOR '" / -0 - GAS LINE FTS 1'-0 AGGREGATE t 2 "BURRITO STYLE" AND STAPLE. I I �. N c -mss-- - SANITARY SEVER LINE E. --�� . Fi --W--- - WATER LINE Imo) ROCK CK 3 LX G I } ' -- � I ____�/ ! __- •.\ -T - TELEPHONE UNE 5K MAX 4• . QTY- - CABLE TV UNE � SEOMENTAL WALL AND FENCE 1 I I '• - 6'0�l 2 218 - POWER V ` N 1 I 20 , -� `-- 09'.10 INE 2 A7L EG , _ oNo 2 dI' - - --- ASPHALT 00 � M ATCH -- pp`QQ¢}- \ '• - CONCRETE F+� - + L .'�13.ti0 �• - PA - PL•`NTER AREA U • JJ � • 1 ,l ' ' • .. - I-f- • . VIL •4�� \�� , .N rr-uO \ .1-� .• may.' - `. •� \ • \ • ` 214,7 6214 17 ' • 1 MA H EXIS NG GRAD \\ OT DRAIN FROM ONSITE DIMENTS \\ PROTECT EXISTIING \ S. SAN UR STR ET - - -•-r - - - _ _ j _ �� 1 • , ^ �.) BLD FACE 6 AD 0 G220.36 - - r2z 1.2.1 6" G220.76 CONCRETE PAO IS PAD I 6220.56 I Ln t 6-IN HIGHER 2' - �elevlelc.ye - THAN BUILDING M - I FOUNDATION. BUILDI ti A 6" WIDE GUTTER N�11 ALONG OLD FACE. ( 6220.,5 T220.45 GUTTER IS FLUSH G219.95 0 G219.80 G219.80 RIM219.78 n 1 MODIFIED - 914/00 I - - GET DATE %A4AW A' FILE -APOC bt,0ASE AMAA JM - "3203 o DIIN -we cw - JPR 0 ci Q o I a 1 a C 6826 SW 8 ndbwq 6n. of 41 +r,aw+• . a• ..... ,.gin �+. �aa��-..,- '�' _ - ., ti m»r' 1'-~t"� .rte " ` a• 6 • a • Itis. I�1�, �liilillllllllllll � I + I 1 . 1!11111 IiJll,l II•IIIIIILIII II 1111111111111J1IT�illlllilllll IIIIIIilllll111 Ifllll�lllllll ILII �'° 1111 , � III 111111 II 1111111I,,,11lI IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illlllilll 11 11 l ILII I MILLI I I it MILL I III II II II III II ILII I . `: '�� 1AL 71111111 • �nnln � A I unu nuh n nnll I nuL I nnln IbI I IoIIRi nn md1l mdl�ilnnll nuh `,', ' • 1, ,•• . t••. K .. .y4: .. _ uul Illdlnllllllh I Illdl (mdnll mdi 1 Ildu 1 nuI111I Ind! Illdllll Illlh 1111111 it mlhul 1 11 11'dl I onhlllluuln nnh II ' .... ._ ,--.. ,. •...a..,•.c..,.-...-......:...-._,. .Y•.a.ru.wr..... em..r..: kr ... .:. N•kr ..,... . �r..• •] '•1l! ., ..�Ml.r.•:�'.:. ... ,:z..•...,.... :.. ,ohrrsw-.<nus_crr,^ad .. - .. _. .. .. ..-.... .. ... _.. .. ,1, x rs r w 2 10 N P. � -��'''''�•��'^ u"� ,, ryryMS CONS�fUCON NOTES EXPIRES 12/31/00 CONTP.ACTOR TO PICK UP (2) EXISTING ROOF DRAIN LEADS, INSTALL SO � CONSIRUCT 24' COIJMERCUIL DRIVEWAY CURB TIGHT (TIGARD STC DETAIL No. 142) / PIPE TO ROOF DRAIN LEADS AT MINIMUM SLOPE OF 2.00S TYPICAL. M I (SEE MECKNNICA. PLANS FOR :ONNECTION) 2 CONSTRUCT 5-ft PCC SIDEWALK CURB-TIGHT TO EXISTING CURB. (TIG,RD STD DETAIL No. 120) I;ONSTRUCT PRIVATE W/O CATCHBASIN STORMFILTER TO MANUFACTURER n ADJUST/RELOCATE EXISTING UTIIJTIES/WM/VAUI.TS, VALVES AND PEDESI LS BEHIND S/W TO NEW FG ELEVATION. z ter SPECS. SUPPLIED BY STORMWATER MANAGEMENT. (SEE DETAIL SHEET C4) LJ (CONTRACTOR TO COORD W/ UTILITY COMPANIES) U3 INSTA!i HORIZONTAL DLIENTION PIPE (SEE DETAIL SHEET C4) 4 REMOVE MND/OR RELOCATE EXISTING UTILITY SERVICE LINLS AND APPURTENANCES. W • (CONTRACTOR TO C(X)RD W/ UTILITY COMPANIES) ) CONNECT TO EXISTIIIG 12- STORM UNE W/ 20LF 8" SO O 0.4% •V/45' 6-0 BEND. IE: 203.8.3 8" S. SAWCUT AC. MATCH EXISTING SECTION. � STUB NEW POWER, GAS, CABLE, WATER, SAN5ARY AND TELEPHONE LINES 5-FT OFF BLD. O � (SEE SECTION DETAIL SHEET C3) (VERIFY EXIST ELEVATION AND NOTIFY LJ (CONTRACTOR TC COORD W/ UTILITY COMPANIES) V EW ANEER PRIOR TO CONSTRUCT+ON IF DISCREPENCY) 6 ADJU:T j RELOCATE Ex1S'fING SIGN AND LIGHTING TO NEW F(, ELEVATION OR IF IN WAY OF NEW S/W. l� CUT MND CAP EXISTING 6' STORM UNE 5--FT OFF BUILDING (CONTRACTOR TO COORD W/ UTiLTY COMPANIES) - PROPOSED CONCRETE SIDEWALK C _// ABA NDON EXISTING ORM UNE TO NORTH. (FIE! 0 VERIFY) DEMO EXISTING COMMERCIAL DRIVEWAY. _•..:. ...._,; ".:::,.',.,:,., ., �7 A �� ".ONNECT TO EXISTING 6" TRENCH DRAIN W/ 6" SO. EXTEND EXISTING NEW G/Ili TO MATCH EXISTING GRADES INCLUDIw. EXISTING SLOT DRAIN. MJ S PROPOSED NtIN BUILDING / 1 XNCH DRAIN W UKE PRODUCT MAINTAINING 2X MIN SLOPE. 3' LIFT CLASS "A" A.C. WEARING COURSE / ® DEMO txIST1N1; PRIVATE SIDEWALK. f•. -2' 3/4"-0' CRUSHED AGGREGATE - -- - -- -- -- - PROPOSED WATER EASEMENT LINE TL°-(IF-CRATE ELEV-,408.77, IE: 8' 207,41 (VERIFY EXIST ELEVATION) CRY OF TIGAVD TO REI.00ATE EXISTING WATER TO COORDINATE WJE C(TY TWD 4a HRS NOTICE) 9114 •- METER TO NEW LOCATION B HR D S/W O < D (LEVELING COURSE) - PROPOSED PUBLIC STORM UNE O fi�c,IILLL i" NDS BACKFLOW PREVENTION VALVE AND BOX. CONNECT 4• AND ABANDOIIE EXISTING WATER SERVICE. (CONNECT 1"O EXISTING GASUNE SERVICE. VERITY EXISTING. V 7- 1 1/2"•-0- CRUSHED AGGREGATE STORM DRAIN TO PERFORATED FOOTING DRAIN AS SHOWN O MIN. SLOPE �0 (BASE COURSE) - 2.00X. (SEE DETAIL SHEET C4) (CONTRACTOF TO COORD W;'� UTILITY COMPANIES) u 0 yyr••� - PROPOSED WATER 11 ABANDONE Ef..ISTING GASUNG SERVICE. VERIFI EYISTING. H COMPACTED SUBGRADE OR FILL (CONTRACTOR TO COORD W/ UTILITY COMPANIES) z N d TO 957E DRY DENSITY G - PROPOSED GAS THERE SHALL BE NO OBSTRUCTIONS WITHIN THE SIGHT VISION 1R:ANGL.E DEFINED. < < - PROPOSED STORM MANHOLE 1� INSTALL PU'�LK: FlREF/YDR/JVT 2-FT BEHIND S/W PER CITY SID'S. (SEF DETAIL SFIEET C3) PA SE MO NOTE' SEE GEOTEC WET WEATHER SECTION, CEMENT SOILS REPORT FOR p - PROPOSED STORM CLEANOUT CON1RiACTOR TO INSTALL i,FEBCO 825 OR THE LIKE) REDUCED PRESSURE PRICIPLE DEVICE ASSEMBLY (BACKFLOW) NTS TREATMENT AND GEC)TEXT1lE FABRIC 0 DIRECTLY EEHIND METIER. SPECIFICATIONS IF USED. ,�,r 1n3 CUT-IN 1 C'x6' MJ FLC IEE W/ 6" MJxFLG GATE VALVE W/ RESTRAINT ON ALL FITTINGS PER CITY S-?ANDARDS `N r. 0, 1® CUT-IN tONV MJAIPT TEE PER CITY STANDARDS U 0i I --- • CONTRACTOR TO F^CILITATE TRAFFIC CONTROL PER C.O.T. PLAN o • WHEN CONSTRIJCTING IN THE STREET R/W (SEE DETAIL SHEET C3) Y 3 STORY SCALE.- 11-20' o k' BLDG. c IA f0 A 0 20 < 0- __-__ _ .• _ '^ _ _ _ _ OIC 2 - -- _ - -_ - _- - .,.-- .-.- - r_ -. __ _ - - N I I CONNECT TO EXISTING CB m z U 1 I RIM: 227.8.5 _ � � EIwIMIN N0. n W 3 `° • IE: 225.15 (6 E OUT) jrS OD"M lE r ME Pa ERIE IJIT N 27L.F O X 1 / rol INOC Na 111110 7>23 (VERIFY EXISTING IE) 1 0 / -SD CO N3 RIM:t225.68 / I8' SDO12.85X IE: 221.68 / a / I � � 1 EXISTlNG STORM. � , (�1 CATCH BASIN ItIM-205.27 M. STORK DRAINAGE TANII[ I w I� - '•,'. '" ;, - - 7 - -.-.-.- - ^�- - T O 1 . 12- CONC IE(S 1)•202.95 3 EC= U `-__ -_ „' , r •• \^. + Q SSANITARY SEIIIER TANI 0...4 AREA DRAIN I CATCH BASIN`RIM-208.650 - STOR►d DRAIN MANHOLE T TO 1ST12- CONC IE(.)-203.65 z T. FLOOR 12' SQUARE ! 12- CONC 100-203.65 0 - SANITAIW SEWM M4NHML, X71711! LYNCH" I 12- CONC IE00-203.53 - FIRE HY6RANT2 STORY ` I ,4 , � RIM:±220.75 - STORM CAl"31B SINwJCONC. TILT-UP 1 I •',: 231.64FF IE: 216.75 6 OUT CATCH BASIN RIM-208.45 rr•I12- CONC LEGIT-206.20 - GAS METIER Ez BLDG. ( - _ --11 y 0 2.71< I a I TRENCH DRAIN GRATE-208.77 - GAS VALW IE•207.41 0 - POMER RENA 2 STORY IK• 1V WOOD SIDING 6' SQUARE CAST 1 I �s TRENCH pRM� CRATE-204.9! ® - UTILITY vA�xT J',• T-- -/ I`'•_. BLOG. IRON AREA DRAIN #2 ' IE-201.60 Q) - POKER VALIL,T RIM:±219.78 I �6 CATCH BASIN RIM-227.85 -(► STREET LIGHT 0 IE: 216.75 6" OUT O 1 I SUMP TYPE Ic-225.15 0 - TRANSFMMER e 'h / 2X MIN 33 DOOR NL 4 a I O CATCH BAS* RIM-228.33 - TELEPHONE R19_-A DOORSUMP TYPE IE-225.67 O - LUMINAIRE V �•/ �r� �'• • ' 8001) 4 1ST FLOOR nj rr1 �- .� 1� . ' • 210 NATER 0 I O TRENCH DRA N GRATE-217.64 Q - RISER A a ��.'✓! SO CO 02 I IE-216.37 CD - �^ I - I _'--- IST FLS U RIM: ±211'1.29 I 9 TkENCf DRAIN CRATE-219.23 � CLEANOUT 141 � I t ' HD I _ -- IE: 215.29 INSTALL STORM FILTER O IE-218 0 ° - F109E w CATCHBASIN • - WATER VALW RIM: (216.23 10 CATCH BASIN RIM-209.59 m - CADIZ TV RIgER • SUMP TYPE W-206.79 I DECK F'ILTLR IE OUT: 214.00 8 SW ° I '�• ANDIoGAllEBBO 1 �-' 45 8" IE: 212.00 ® - WATER atTErt [� I I CE►�TERLINET SEE DETAIL SHEET C4 - GAS �Nlc ,T 1 + L r ISTD FLOOR 4 •� I 1 I� o M� BOX 2ND FLUOR •i i - DECIDUOUS TREE - I EXI3'? W) SANITARY O 1 I / 3 DOOR 219.635E 1 _J _ ' (� I f0 // 1 STORY EVERGREEN TREE - , CENT,�RLINI I�. I / STONE SIDING 10 SEATER MH f IM••2oe.68 1 I I IST It I I L � A / BLDG. 8- PVC IE(N)-.lOt5t -o- - lh0W FENCE Vv ( 8- PVC: 1100-:'.01.01 I CENTERLINE *r I I .� O ^ -ND- - STORK DRAINAGE UNE 3 DOOR 4 I I I 1 1 I / 02 SEWER MH It1M-223.06 -G--' - GAS UNE 7 tee\ 5 ,. IST FLOOR I I " I �� 1 i / III- PVC 8- PVC IE(0)-216.8 - - - SANITARY 9EMER LINE I 6 IE: 208.5 / -11I-- - WATER LINE 4 1 v 1 1 6" IE: 2018.58 I - /Gi •-T - TELEPHONE UNE -CIV-- - CARR TV LINE -' - POIDR TINE `TI Sore, '5.88 0 " , ' CONCIETE 2 I 1 7 13 4 -, '� a,_ -- _c,\ - PA - PLANTER AREA 1 9 6 � RIM-t216.30 , 1\ Jr. 71A-30I 1 4 9.25 4 /I • .'•w. :. i11;' /' NSTAI-L STORM C(?NTRo), :. . r --- c ----- c ------ -c c ------ - - -' - - c 7 `W - �i3 RIM: 1211.25 " ---s5--- L2? ----_ - 3 - --- -- -- c ---Z- c --- -s `-� IE: 206.00 (IN 8 NE) - --6" PWC--- -----ss-- -s-ss- - - - - -u--- -� -ss- --- - _ 7_� 4 IE: 208.00 (IN 6" N) I -6• PVC- - - -� IE: 208.00 IN 8" NE) 1 1 U I IE: 206.73 6" TO DETENTION W) SAWCUT AC MATCH EXIST. SECTION. I --- -� - S.W. SAND�UYt�3 S'E'RE _ _ --� - IE: 209.39 (BYPASS OUT 8 SE) (SEE DETAIL SHEET C3) EPI' I T- --- - - W 10 N P __ 10•w ° w P - w P P - p - P ___�C�___- p -- -- P P -_ -• - - - It�telGNs - m '--- - - '� -.P. -•.Z'--_�.-. :- .-•-�- 1 1 - -- -�•-.r 7:7.7- - -- - - w w w , w u \ \6 • 1 n 1 4• �• N OOPINED ^ AMMO UT DAT! - SA4 O 'A \! FILE ArK�IASAft a \ AMAA.IOD - %WkV3 � OfNN -DDA CCK -• o v 0 � 1 ` L) C 2a a N!{TIM/MI�f Bh. a StIPf006•Mfle4 461 41 .. y. .. ... .. �,.. .. ..>Vi,.. .. ...': nMK , "°11' .rreK r Rw+NfYe1.d11"S ... , ,.mi ,.,., v i.rse•wr'emaet•u,.:- %04Y71e.4•N1 It • r \41 i 4 it 10 f 2 14 16 r ` ! Iliil il11! � 11«��1l , � ��►I�� I�� i l i . . WIWI Nhlll�lf16111T !rNINNI[MIIIha.71NIr1111fiINIt�,A1':nlf lnldlTl ? t c v k '• • •� � ♦� • .,y�y-„ M•AbV"••M ti'•+•..�•..1-•Inn w.M.MY.i•-••Ys..w M.nn-..•r...+r. ,. n�..R• e, .,,,.w .-..+.-..r..-. _...�.:r...wlrw M-.r•ruw•w, .+wglr..ww. .....wia...ao�w..-+w....•.�._. -.-•-•.r..� 'rta-.+-� rwM.+sr.-.wp- +, ..t.. ...._ ,.-a.•.e-._..-......•i-.,....a •,. , ,. .. - .. .w. .wbw..e...anrM. Y4sr.- .w •i�.r,.w.w�.-..-...... --...._. ."►. .., � �. � .. .7.i ,...,...,.«.sran.•I-•••..w•-.a+•r.uC-w..,eww..-r.�rrr.r...., wwr+•a.er�w�•..�-. vwrrn+w••bIlOY1.Y-M ...u-r..... ....r-+.-.,...o. .__-.,-. „-�.••aa......w-rl-......+r•ns..'+ +aart-r-1 - n:IYIrWiMYM.,+�� ;'r• • .mow,.. .�- ...y, e, + fM'N.1�rrwr A��INM .1iMsw•ay. wkwyw.wl"MI�Ar„ ,+::'•Ei1�.rY.. ... .. ,.,�,. ..u..,„,.,,,,,,...,,....... y+M� �i+-.c- Yn' y.: S g .t _ENERAL_r�o�s EXPIRES 12/31/00 1, ALL CONSTRUCOON SWILL BE IN ACCCvf-W4CE WITH CITY OF TIGARD ENGINEERING STANDARDS. 2. CONIWTCR $HALL VERIFY DEPIH AND LOCATION OF All EXISTING UTILITIES WITHIN THE PROJECT UMTS PRIOR To Z r~ GINI"NG CONSTRUCTION, 3. PROTECT All EXISTING MONUMENTS, BENCHMARKS AND PROPERTY OUTSIDE OF WITHIN SAWCUT U CORNERS. DESTROYED MONUMENTS SHALL BE REPLACED BY THE w s CONPAVEMENT - PAVEMENT SURFACING N-" a IFER"T•R OR AN SURVEYOR APPRCIVFD MATCH EXISTING MATERIAL CURB JOIN 5' MIN. SEE NOTE 5 ROW TQ�SOIL O Z 4. THE CONTRACTOR, SUBCClF1TRACTORS, AND EXCAVATORS MU51 DIRECTED U COMPLY WITH ALL PROVISIONS OF ORS 757,541 THROUGH 757.571 I RASE MATERIAL Ul01NG NOTIFICATION OF ALL OWNERS OF UNDERGROL,ND _ 18` CAST IRON 910 _- _ - aL FACII FTlES AT LEAST FORTY-EIGHT (48) OU31NESS LAY HOURS, aa• ,• - -- - -BUT NOT MORE THAN TEN (10) BUSINESS DAYS BEFORE PROVIDE 24' BY 4" THICK CONCRETE OEGINNMNG WORT(. X)KE CALL NUMBER IS 246-6699. �'• = - r 8 PAD (SEE NOTE 4) r�/� AISEROCK HAND TAMP BACKo �� R ��tn'�l�f,Al_ �s 2" OF 3/4'-0" BFILL COMPACTED SUBC AROUND TOP SECT) � �• RTL «. 1, All STORM SEWER CON,SITtUCT10N AND 11ATF.RIALS SHALL CONFORM TO THESE t DI I I PLANS SAND THE APPLIC II IE REQUIREMENTS OF THE CITY OF T)GARD V EW-",'tEERMIG STANDARDS. SOMAIX ADJACENT M CM 0 2. SI'A110MN%^1 IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE 5PEr0ED, 8" l - .q ASTM 3034 PVC '� --' - � � 3, USE 1-1/2* CRUSHED ROCK BACKI ILL N All UNDERGROUND UTILITIES. BACKFILL 5' MIN. ROW OUTSIDE. IMPROVED AREA CAN BE SINTABIE NAT .* tiii-"0.r MATERIAL AS � 64 $$$ SPECIFIED IN CITY OF TIGARD ENGINEERING STANDWDS. Y-- OPERATING NUT EXTENSION 4. • ... •. : (SEE DETAIL NO. 505) M 'DIE ::ONTRACTOR SHALL AT ALL TIMES ABIDE BY APPUCABLE SAFETY RULES OF ROAD ..' cr O.S.HA- AND IN PARTI;ULAR THOSE PERTAINING TO ADEQUATE SHORING AND •+:. - n TRENCH PROTECTION OF WORKMEN. •.'t:;,i.•�"' 3. RIM Et E1/ATIONS OF MANHOLES AND CLfAPI01J1 S WITHIN PAVEMENT ARE at 2' OF 3/4"-0' BASEROCK U i 07 O XMiUTE. FNiAI FINISHED RMI ELEVATIONS SHALL MATCH FINISHED COMPACTED SUBG � z PAVEMENT GRAM. RIMS OUTSIDE OF PAVEMENT SHALL BF. SET 6' ABOVE FINISHED GRADE. NOTES: 0 OUTSIDEB��D�V� BELO ,n �, BE 6. ALL STORM SEWER TESTING SHAM MI BE PERFORMED BY THE CONTRACTOR THE 310EWALK AWAY FROM CURB x P1a %NCE A CITY INSPECTOR (PROVIDE 24 KOURS NOTICE PRIOR TO 7E3TM). < AIG SEPARATE PAYMENT tTAL.L BE 04000DED FOR THIS WORK. TEST RESULTS CONCRETE SF . ULL� 8E 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP FIANCE a StiA;l BE CERTIFIED 81' 14 ENGINEER; COPY OF THE CERTIFIED FEST TO BE 1OF 1-1/?" TO 3 . _ z PROMDED TO THE COY, BY 'THE ENGINEER, FOR APPROVAL. NOTES: 7, Ill PUBLIC STORM DRAIN TO BE ACTS N-12 OR 2. PANELS TO BE 5 FEET LONG. 1) VALVE BOX NOT TO REST CONCRETE SEWER PIPE AS SHOWN ON THE PLS' ON OPERATING ASSEMBLY. All BRAN. HAVE RUIBBER GASKETS MU BE WATERTIGHT. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVIE APPROACHES, LL 'PI UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 2) OPERATOR EXTENSION 11C�- I�IDOOj B. ADS N-12 TO BE MANDRILLFD, AS PER USA STANDARD, REQUIRED WHEN VALVE NUT �ul�u►► rRccE Ip E M TIME IS DEEPER THAN 3 FEET Z ! 4, FOR SIDEWALK ADJACENT TO TH. CURB AJV[1 POURED AT THE SAME T.ME AS THE �-� 24" 9. ALL SUNLE SEWER SEf11ACE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY CURB, THE JOINT BETWEEN THEM SHALL. BE A TROWELED JOINT WITH A MIN. 1/2- RAD. FFOM FINISHED GRADE. W a UN" UNLESS 0 'C'P9ASE PERMITTED BY THE BUILDING DIVISION, ANp 3) CENTER VALVE BOX ON ,.� SWi BE PLU( IJ) IU PREVENT DIRT AND DEBRIS FROM ENTERING PIPE 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF 4OUNi.ABLE NOTE: C, IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. AXIS OF OPER. NUI. 0 u7 CJRBTHE IS USED OR IF SIDEWALK IS INTENDED T PORTION OF ORi�EWAY. 1. SURF%CING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF •r INCHES. O b 10. ALL PIPES Wlli �-ESS THAN 2-FT OF COVER SHALL BE C900 PVC OR DUCTILE 4) PROVIDE 24` SQUARE BY 4' THICK ��i 2. JOINTS TO BE PACK AND SANDED, IRON OR AN APrROVED EQUAL. 6. DRAIN BLOCKOLITS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA, CONCRETE PAD AROUND VALVE 24 '- Qy •� r rRPLASTIC PIPE AT 2X SLOPE. CONTRACnC%N JOINT TO BE PLACED OVER PIPE. BOX OUTSIDE OF PAVED AREAS 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. WATER 7 1 a7 1 M GEWAL NOMS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD L VATER SERVICES TO BE 2` COPPER. *swam r% NO ttCAlaE r�rw•aM Np ll.Ati MMw•n I 2. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE #AnTb' P. 01R�IAt comca � AausrM P. OU[MAi AVA� F. OIAi11At ND lx:Ali r oarcowa WORNWIT t71IIII 00k4w4l1t F+�1 MlT,ll CITY OF TIGARO STANDARDS. ALL WATER UNE SHALL BE DUCTILE .aa+as Naa a�T a"'�'" D� P'�` ,yrs as wu aru r a^�� TM�` "� Dom' �• +sup as wry ar ay�� - iH 0110. N0. IRON CLASS 52. jmmIVwm -- I MECHANICAL JOINT FTTTINGS SHALL CONFORM TO AWWA C110 ANC SHAM BE CSF A mrsiMm � _ '� t� SIR"" 12O �""irl�" MACH ISM VALVE '� �►�.� 503 �,<•�,,,II. .� �$"" �'.'.... eAacf�u 180 V CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. z � 4, ALL WATER LW TRENCHES WITHIN THE PUBLIC RIGHI-•OF-WAY TO BE APPROVED WITH SEL►.CT 3/4' CRUSHED ROCK. SIDL7MAlJC ADJACENT TO CURB F+al S. CONTRA TOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON Z ALL GENERAL NOTES � 2 0 18' CAST IRON 1 �� OKAY � � ..4 !'� NEWLY LAID WATER LINE'S PER CITY OF' TIGARD STANDARDS, IN THE VALVE BOX TOP 9 0 MA1CM TOWN R GUM � A PRANCE OF A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE). TEST RESULTS I. TRAFFIC SIGNS TO BE 4a" X48" � � SHALL BE CERTIFIED BY THE EINGI NEER; COPY OF THE CERT0ED TEST TO BE �� BLACK ON OP ANO Z PROVIDED TO THE CITY, BY THE ENGINEER, FOR PPROVAL. '„ 1 O ( 18• BREAK FLANGE SIDEWALK - - �+ MIN 3" MIN. E� NOIR 4 6. ALL FITTINGS SHALL BE ThiRUST BI.00KETI PER C.TY OF TIGARD DESIGN MnNL1N. ILIO' 2. NO COLLECTOR STREET LANE CLOSURES r 6•�• OR LOCAL STREET CLOSURES DURING V '� 7. ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER MIN. IHE FOLLO4NG TIME PERIODS: a , �• / _ 1101E 3 LMkcS SHAM FIRST BE "T' SAWCUT. 6' TO 12", PRIOR TO PAVEMENT REMOVAL. O _ __� 9. PRIOR TO OEM CONNECTED TO EXISTING WATERLINES ANO BEING PLACED IN 10-4 � I 7:30 - 8:30 A.M. 1 1 /4" DRAIN � V �•I SERVICE. THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, 100 4:30 -- 5:30 P.M. 8' � � 1101E 3 TAR PAPER In N01E E F•'•� ALL Ml ACCORDANCE WITH CITY OF TlGARO STANt.ViRDS. THIS WORK SHALL MIN. (MOISIU BE PERFORMED BY THE CONTRACTOR. 6" DUCTILE IRON PIPE _ _ � 3. THE CITYS STANDARD S"ECIFlCATION W) CTY .e"-TM .�w O I FOR TRAFFIC CONTROL IS "MANUAL RESTRAIN ALL JOINTS W/ N 9. HOU S 'AWP ENGINEERING DEPARTMENT Shall BE NOTIFIED AT LEAST 48 � ON UNIFORM TRAFTIC CONTROL. "FIELD LAK" OR EQUAL GASKETS 7 A 00 HOURS PRIOR TO ANY WATER UNE CONSTRUCTION. MOAN• I DEVICES FOR STRFE7 AND HIGHWAYS", J r 30' MAX B' U.S. DEPT. OF TRANSPORTATION, 10. CONTRACTOR !iF1ALL AIAINTNN A MINIMUM COVER OF 36" OVER THE WATER UNE. V FNUA, 1988 EC,iT10N. ' •" 10' � FLOGGER 6" MEGALUG RETAINER 11, WATI:RUNE CONST►iiX;iiv;: UNDER EXISTING PAVEMENT SHALL BE SAWCUT AND GLAND (F.BA1A IRON) PLM PAVEMENT SHALL BE REMOVED. SURFACE RESTORATION SHALL. BEA 100' 4. ACTUAL SIGN PLACEMENT TO BE CONI,"ESE PIER MINIMUM OF 3' A.C. ON 8' AGGREGATE BASE OR EQUAL TO THE EXISTING 6" GATE. VALVE SECTION, WHICHEVER IS G 4EATER. MIN. a• ADJUSTED IN MELD. DO NOT REDUCE BLOCK I 50' MIN. BELOW MINIMUMS WITHOUT CITY FIG. x M.J. �PAHRw' wy�•�� 1 �- APPROVAL. SIDEWALK WITH PLANTER � 2.0- M.J. x 6" F1.G. TEE 3/4' I• 5. THE CITY RESERVES THE RIGHT TO ADD TO STRIP AT CURE] Q) 2X _ 1. ADJUST ALL MA+NHOLL-S IJDS AND VALVE BOXES FO FINISHED GRADE. � �, � OR MODIFY TRAFFIC CONTROL REQUIREMENT" SIDEAALK 3" MIN. 2. ALL UIXJT)ES SHALL BE INSTALLED UNDERGROUND. • AS MAY BE NECESSt,RY TO EFFECTIVELY BREAK FLANGE �17- MON, 01 CONTROL TRAFFIC AND TO ENSURE PUBLIC3 STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE CITY N`PROVED LAYOUT. Ff SAFETY. , � .. . �/�'-�1 OOMPAC= 4. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDED I 6. NO LANE CLOSURES WITHIN 2130 FEET OF NOTE: • , � && TO 6' PAST RIGMT-•OF-WAY LINES WITH 36' OF COVER I 100 A TRAFFIC SIGNAL WITHOUT PRIOR CITY `a X L1' 10 0A M IMI M N. 0 APPROVAL. 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4- SU NOW NO. 4 5, SAWCUT STRAIGHT MATCHUNES IG MEET EXISTING PAVEMENT WITH NEW manx MVO 3 PORT -- TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: PAVEMENT I O , B, BRONZEA. OIL ACTUATION NUT �� 100' C. BRONZE: SEAT RING 6, USE 4,000 PSI ENGINEER AOR ALL S1Dt"Wt5, CURa;, AND DRIVEWAYS PER I MIN. LEGEND D. WEATHER SHIELD CAP 1, ypTM SHALL A MMJM1lAA OF 4000 PM AFTER 29 DAYS. CITY Of TIGARD ENGINEERING STANDARDS E. SAFETY SLEEVE COl1PUNG 7, THE REQUIRED DENSITY FOR TREATED AND ENS' ;TED SUBGRADE MATERIALS I O m" F. THREADED NOZZLES WITH '0" RINGS 5HAL1 NOT BE LESS THAN 951< MAXIMUM DENS' AS DETERMINED 8Y ate. O TRAFFIC SIGN G. NATIONAL STANDARD THREADS Z Cly "ff 9ML EWE 1110=0 WITH A MN IIr RADXIS MAW RACK W QM AAsKM T-99' � 2. SAFETY CHAINS TO BE REMOVED. 8• I MIN. ■ CONSTRUCTION ZONE 3. HYDRANT'S TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE AAPPRCVED 3` �� LOX" �l ER 1t ��D ALIIALT N�l!MAIE� THE CRUSHED ROCK BASE FOR PAVING SHI�.I bE COMPACTED TO 45X OF MAXIMUM BY DISTRICT FIRE MARSHALL COM EXTDMDM FR0111 'AIIEtADE 10 �MEf1 gtADE. DENSITY LASING AASHPD T-180 I O 1 a me mwwsmvw i APPROPRIATE DELINEATION 4• HYDRANT TO BE INSTALLED TRUE AND PLUMB. 4. 0' X 0" 10 CA MEW REOMM FIt COW011pA1 DRAMAY'$ CKY, DEVICE. 5. NO OBSTRU"ONS WITHIN 3' O RADIUS OF HYDRANT, 9. THE )ENSITY OF ASPHALT CONCRETE SWILL BE AT LEAST MA E RICE 6. IF SUBJECT TO VEI•IICL.E DAMAGED, PROTECTIVE POST TO BE PROVIDED. Tl#HTO 7-2 9 MAXIMUM DIMITY B AS DETERMINED IN CONFORMANCE WITH 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED AASHm T-209 As MODIFIED BY OSHo. TRAFFI„ CONTROL m 10. S. THRUBY ST ENGINEER. SHALL NOT BE PLACED AT HYDRANT LOCATIONS. CONTRACTOR TO PRONIDF TRAFFIC CONTRCL PER CITY OF TK'.ARD, o WASHINGTON COUNTY, AND M.U.T.C.D. RC'TUIREMENTS. TYPICAL(CAL D E TA(L O ~'�D�` NO STALE ��'�• � �� - L�vIN!loNlE - N 11. ONiNER TO M WDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF A Na BY MANN w AGLWW P. DUD" A0IJSTM P. ouENAs C I T Y OF P G A R D oM °m«'°°'A 0116 _ nK T "APTOMt �TAIi0AR0 DMO NO STRIAE. CN am la nsa aa► my e�aw DM N0. I"as art aa+ �►a+�au 12. ALCM TO EXISTING TRACTS OF "AND SHALL BE PROVIDED FOR AT ALL TIMES. OREGON S. ,OA;, ,� 0M1° Fu �r � 542 a m" , /fltff NT.Owa +++* M13TALZATION MAN* ,*" DIMMAY,., Aw�aw tMx � � �ovK Ms 1 42 n in v P10DIRI�` ___aj/14/OO Q ? DATE S/1400 0 PILE -ANKdDl91/QA6E o ATMAA Joe - SW7V3 Q C3 U Q i LL"1 O Q H Q O i N!{NW�M0 t►b. ttllr201l0.00>IM /a da waft •..,� _ -.�_. ...._ ..,.....,,r.,T,M,,. r L'+Y:_'c _. .,,..,,..;.:.;:T..,:..•=W-v=• -.a..-....,+ru'. , �,..•.,,,�1.1�+�°„►.-y,y-. � � '�;. `y... .:Z.. ... ... n Y �r:x.+.ww..... ..-•T 6 � .. ..913. .`"T^4.1..�., _.•"'r►.��'. �,-_"s""j.'yt. / ..�. '`� ' .tyr,c.ca�a,,,.. ff' ,�Itl. lllllll�Iiallil ILLI !11111 IIIIIII'tIIIiI I , � '`'• � t ; ;. :• 7' ' '� . ., ,: 1 IIll�llillll Illllllt { :.:, III�II�IIIIiII VIII i I I ( I IIIIIIIIii IIIIIIIIIIIIII! IIIIIIIlIIIINI I.IIIIIIIIllill IfIIfI�IINIIff IIIIIIIIIIIIIII !IIII�IIIIIIIII IIIIIillll I �iry ,,�„ „�•,�,.. ..,, + NNII r1� it Atli fll 11 111 IIY�I IUB 1�� 1 h�1�f i�ii�I�N,r 1� 1 �r�►r�l '1 l�i ht� 1'1�I 11S �-� y .w.........«...._•..•...•w.••+.........•.....+•+•�.�.....»:-..._r+r...-..c,.,..n.....,.-..r-....t«:«.+s...-..wr..,r.....�.s...w.,n......�.....+..-..w,-..•,.w-...,.r„ .� ,-'i .` 1',y� u+••. 1 .. .. ,- 47, : �,' +•w:ww....-,....+�Ww.•• ++•....•.r::rr�.A.r-+r.r•1•r...•+w�.m.�s.a:........ .. A..u.... '• . ^ .r I.'i 'M ,. : .. « q,N.•..L. v.-. .. w••s..-.mss.:.w s wYa.� +x. vr+�.••lMl...w••+ .:... � •c+ ..,rs.. �•.+. .waw•me rrn...rrr•.�.... .,:...».:.. ..,,+ w .s•..wwwr,..., -.. ., -,..-w.,,._.. ..w. �.., ...a ,•.,..w.w .r-,.•m.... M..,o...,..r..n.,,.a,sw•,m ., ..-•..s r ' A , r• ;rt, f 1M:�a it„ 1 � ' '19 ail I til GENERAL NOTES: 1.) STORMFILTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (503-240--•3393). 2•) STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE `4r MANUAL FOR DETAILS. 3-) EXTERNAL. PiPING AND COUPLINGS PROVIDED BY OTHERS. EXPIRES 12 31/00 4•) FLEXIBLE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. 5•) CATCH BASIN MUST HE SET LEVEL, 6.) 12.000 L6. LOAD RATING FOR STEWDARD UNIT. H-20 LOADING AVAILABLE AT EXTRA COST. 7 ) DIMENSIONS SHOWN BELOW ARE FOR STANDARD UNIT. SPECIAL DIMENSIONS MAY BE SPECIFIED AT EXTRA COST. y V RIM: 211.25 ---� H 3/4- R B- EDGE O Y 8- �+RET 27 3/4" X 27 3/4" t--PIECE -7._3.. � V PIPE STUB CAST IRON (STD) OR DU(:Till RADIAL FLOW FLAT TOP 0 u (STD) IRON (H-20) GRATE CARTRIDGE (TYN) MANHOLE SECTION < -- - --`r DRAINAGE B:.00K)UT FILTER - -.�KAMB IN = -_ PIPE W/COUPLING W INLET . .�`"- M-• f 0 2 234 a" ADS N12 . � •, ' 16" < / 0 $ 11.0>r . • I�i 8 ADS N12 O / �. • •I• , o U Fwvm O S 1R I : 208.38 •,B/4FiLE IE: 206.73 4� ° Q 0 ° ' «may0 :j 11'-2 1/4" O • z �0oo° or < a4vrDlrO P+.� ADS N12 a IE: 208.00 IE: 2 00 QAPIPE INLET STUB • FIL fER IE: a" 208.71 (IN d- NE) (IN 6' N) O"- '� 4_a Ol TLETIE: 2 8.00N IE: 30 206.88 (IN 8` NE) ( ) ZPLWUFT ANCHOR (TYP) O` U 6J J OVERFLOW BYPASS &, 0 • CATCH BASIN STORMFILTER - PLAN SECTION VIEW g-g WEN NOTES: . . KD1 STEPS REQUIRED--I TO BOTTOM 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY o OF THE CURB do AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT. .9 �. 4a" 2. TRAVERSE EXPANSION MATERIAL TO OF. rnc-MOIDFL NOM-EXTRUDED MATERIAL z CL SEDIMENTATION WITH A MINUMUM THIrXNE,s OF 1/2'. (� < 18'-C" 3. TRAVERSE CONTRACTION JOINTS TO BE: SPACED 040T MORE THAN 10 FEET APART „ N • MATH A DEPTH OF AT LEAST ONE FOURTH OF Tt•E CROSS SECTIONAL . AREA INET ORATE -� -12'-6" 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 2a DAYS. .1. DRAINAGE ACCESS THROUGH NEW CURBS SHALL 3E PLACED A MIN. OF 2 FEET W 3 M • AND MAX. OF 3 FEET FROM PROPERTY UNES. Q _._ _ IE 205.00 0 u� 8' OUTLET PIPE STUB OVERFLOW ROW Q44TAOL MANHOLE MSTALL STORM FILTER BYPASS WE,R ( NTS CATCHBASIN l RIM: *216.23 10 GA. STL_ FILTER IE OUT: 214.00 a' SW SIDES 45' 8' IE: 212.00 /I c )'BOTTOUI " ow.ow.OpA1R11O1i 'STM P. DI9IK9 NO 9CAKI W •as..W"w 'I SfA�l0AR0 ►�� DIM la r 1 IN OVERFLOW BYPASS WW �� wills "'� rAIroN 19M - 125 I V � t INLET CHMABER FILTER CHAMBER 5: z CORROSION GRATE FRAME IrTll T..3• _ 11'-3- --- RESISTANT _ Iii EXTERIOR CATCH BASIN STORMFILTER - SECTION WATER SEAL " -��- � �- 3" OR 4" NO- ,O Jt. rArslrr No. 6,'1Mt'A.�. 2HUB CONNECTOR Iw. a,m>•,alrr, Ire.. c,on.�. Pic Mi.ds4►t7A, A'AITp (mm U.6. US. i r►.I AM /'ORi9w" TArmrTs P0=812 Z 40 iA I rT1 v 4. DrsoNrDir:�el�_ w�la� �n aledr ola� ---- -- _- _-------- t I - BEND PLUG OR CAP r SHEET CAIMAN Qtr: _�_ A*rllovm K AP/It OA01u OWN 3 PLUGGED TEE PLUGGED (`ROSS 1/1 14" -- x - fr�vVAU R PROJECT NO. DRAWING FILE NAME MANAStr<NT .� law!-am MEW Nw FLAN*AM �12'� LATERAL PLUGGED CROSS TEE SPECIFICATIONS CONCRETE THRUST BLOC} 5CHEDULL 1. ALL STEEL WELDED CONSTRUCTION. (BEARING AREA OF THRUST !LOCKS IN SQUARE FEET) 1 FROM CATCHBASIN STORMFILTER UNIT 2. 10 GAUGE STEEL MINIMUM THICKNESS FITTING iI01IIEND, TEE, OR 45• 22 1/2' ?1 1/4' SIZE (INCHES) PLUGGED CROSS Bf.ND BEND 3ENC 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. 4 01.8 01,3 -- -- S 04.1 02.1 01.3 -- v d 07.' 03.0 02.0 01.3 3LF 8" AOS N 12 l` 1 _� UnU CATCH O&M 12 16.0 06.e04.5 Oi.3 IE, 3" 208.58 1>t SLOPE N.T.S. 13.5 08.0 04,0 1 4' 204.54 (2) iL; 9" 208.71 id 28.4 1 IE: 30" 206.a9 24 6A.0 34.9 18.1 09.1 1LF �• 0 • D► EISLE 30" A�3 N12 DF;TtNT1pN O ix SLOPE INSTALL STORM CONTROL ABOVE BEARING AREAS BASED ON TEST FaSSURF OF i50 P.S.I. AND AN RLBOW (SEE DETAIL ABOVE) ALLOWABLE SOiL BEARING STRENGTH OF IM) POUND PER SQUARE FOOT. "7 3LF a MH If (480) COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AMD SOIL BEARING - RIM: 211.25 SYMMS, USE THE r OLLOVMNG EQUATION SS' 4- M 12 O 1.00Z SLOPEELDOW IE: 208.00 IN 6" NE) K41111010I•A 10 A - (IM r1E!l M/190) X (IOW/900. KA NO ITWW) X (TAKE VALUE) 9.25' IE: 208.00 IN d" N) HEAVY DUTY TRAFFIC A IE: TYPE COVER NOYES: 4!5 208.00 IN a` NE) I. STRADDLE BLOCKS REQUIRED VMERE LINES MAY BE EXTENDED iN FUTURE A 49 ' OUT OF MH IE: 208.73 a' TC', DETENTION W) y y y SEE DETAIL NO. 561 a d 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. a IE 209.39 BYPASS OUT a' SE) 4- THREADED CLEANOUT PLUG 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. _� _ BE 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN �-'�'"_'� IE: 4" 206.00 ENCIRCLED ON THE PLANS : o.q. 15 INDICATES 15 SQUARE FEET ARING SD- -�-_F TO UNDERSLAB/F'00TlNG DRAIN AREA REQUIRED. IE: a` 205.E6 +-TO STORM K�RAIN 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF NECESSARY, TO OONFORM TO THE TEST STQ,�NOTES I 45 BEND J.R. SMITH 7070 BACKWATER VALVE. PRESSURE(S) AM ALLOWABLE SOIL BEARING STRESS(M) STATED IN YHE i 3 CAULK FITTING WATERTIGHT TO SPECIAL PROVISIONS. CONSTRUCT IE: 8' 203.83 CAULKING HUB. d. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE n UFAZ . PRIVATE 'S. CATLIED BY STORMFILTER TO PRF.SiDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOrMd ON - Wl�SIOFM - �::// MANUF�I,'TU'4ER SPECS. SUPPLIED B`f STORVWATER I THiS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE N SQUARE MANAGEMENT. (SEE DETAIL THIS SHEET) A HALTU :;TEFL ALL INSIDE A D OUT. BABY LYNCH SIIMIPED AREA DRAN FEET. o n INSTALL DETENTION PIPE CLEANOUT PORT O ASPHALTUM OOATED INSIpE AND OUT. 401111110 so 1#0 SCAU MIDPOINT OF PIPE. $ MIIBnI F, Mlaw RMI: 212.33 �Irw19 aoNiII19>rr , av wII.I STAWA40 THMw DIIo, Not IE: 209.38 (TOP OF 30- PIPE) 560 -- IIMp11.�. .� �I O CONNECT TO EXISTING 12' STORM LINE W/ 20LF 8- SD O 11% W/45' w 41wIr•IK M„N -- BEND. IE: 203.83 So S. SAWCUT Ar MATCH EXISTING STREET SECTION OR CRY OF TIGARD MINIMUM STREET !`ANDARD. NOT TO SCALE - 9I g (VERIFY EXIST EIEVA71ON AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF -- - DiSCREPENCY) MY PATI[ - 944APO a FILE -/WCiMIASASE S /YMAA J17D - IW2M DETENTION PLAN MIN .!BDA clic - JM L3 L3 i F- ` C3 C4 .aw.ro....r..rrrw. Dwr/�1�41 . � . � �J ,.. • ,",au. v.rt,v a., a r.r. R was.ex0 tihHMdN'q. ^tc A 9 i. � "` ,,,,,,,w, � �*,; MiF�w.. rc:.'� � �+ .,,.�...+..." ... .. rn :r,r _, ,. _ _ .. .y,K...cwx ..ti.�. 'ar:e>alenw.aamna�::•.,+k rmw,xwlr.:.nsuc+r''..u:a i `C .t ••1 !� 12 14 �� 16 r �f�� Mllliil Iliillllillllll lIIIIIIIIlIIIII Iltlll{IIIIIIII tllllllllilllll IIIIII1�111111I IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illllllli! At 1.9y� 1 � . ` .. ,.. , . x UM+I1 mill 1141101 11 h4i NI..'.L -., ..........a.,....,............. .w...+.......................,.....•-„-,...... ... _ _.•+w."r.rr...... ...s+.+l,......-„-..,..s.r.. .ar. .,, ,.6.... ?l ,,,�.,.r...r '4'.x...11�. d. i r - •�4Wi•"►..-wilrr-.n:i,n,. ,k... ..� .. , _ .. _ j .,� . ... ,,,....---�+w�.rw-.•r...--c.. ....n.*.........w." .a...-..ar+....,.......est.m..,.•.ar..a.a.�.w•.lr..•+a.ar.•+�rw.......,,w.ww.., .... ..a..•.�.••.Mw..••a,.,...ea.,., .w`;. ,•r 1�C�ry ti A�. i�• AA q; Ill c.E. \ .0 2 `26 �� P ik`- EXPIRES 12/31/00 y SEDIN W FENCE NOTES EMSION CCWITiOL NOTES z ----- �< U tn w 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL OUT TO 1. CONTRACTOR SHALL INSTALL AND MAINTAIN r-ROS10N/SEDIMENTATION CONTROL •� � THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE "EROSION O = NECESSARY, FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A PREVENTION AND SENMEN; CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK' SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY DATED FEBRUARY 1994, AND UNIFIED SEWERAGE AGENCY'S DE51GN AND FASTENED TO THE POST OR OVERLAP 2"x2" POSTS AND ATTACFI AS SHOWN CONSTRUCTION STANDARDS, R&O, CHAPTER #5. C ON DETAIL. 2. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 2. THE FILTER FABRIC F'FNCE SHALL BE INSTALLED TO FCA-LOW THE CONTOURS CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE 3ESIGN N5 d g FILTER FABRIC MATERIAL FILTER FABRIC USE STITCHED LOOPS WHERE FEASIBLE. THE FENCE POSTS SHALL. BE SPACED A MAXIMUM OF 6' (E.G., SIZE. AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, ��cc.• �'' 38" WIDE ROLLStdATERIAL OVER 2'x2" POSTS APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 2'. RETENTION FACILITIES, UTILITIES, ETC.) O 1. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURL f 6`. ALL 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, ad V EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLA.+JN SHALL BE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES • BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. IS THE RESPONSIBi' 'fY OF THE APPLICANT/CONTRACTOR UNTIL ALL_ O I I . CONSTRUCTION IS COMPLETED, APPROVED BY THE UNIFIED SEWER:.t„ z y so l I 4. STANDARD OR HEA'JY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED AGENCY (USA) AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE y I STITCHED LOOPS FOR 2`x2' POST INSTALLATION. STITCHED LOOPS SHALL BE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE :r INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. PROJECT IS APPROVED UNTIL THE LOT'S ARE SOLD. 10 4 5. FILTER FABRIC FENCES F+IALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN `iHALL BE AXI N USEFUL PURPOSE, BUT NOT BEFORE THE SLOPE AREA HAS BEEN CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE PERMANENTLY PROTECTED AND STABILIZED. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FAGGED CLEARING N LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MXNTAINED BY THE 04 0 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUC{'ON.MMT V rn t SIDE VIEW IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED - � RAINFALL.. ANY REQUIRLJ REPAIRS SHALL BE MADE IMMEDIATELY. 5. THE ESC FACIUTIE.3 SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 8, 0 CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH z v '- �► ANGLE BATH ENDS OF FILTER FABRIC A MANNER AS TO 'NSURE THAT SEDIMENT AND SEDIMENT LADEN WATER (� 00 NOT ENTER THE DRAINAGE SYSTEM ROADWAYS, OR VIOLATE FENCE TO ASSURE SOIL IS TRAPPED - d APPLICABLE WATER STANDARDS. I O X 6. THE ESC FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS FOR 2 < _-0--- ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, 0./ CATCH BASIN GRATE THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED Z PAVING STORM EVENTS AND TO ENSJRE THAT SEDIMENT AND SEDIMENT LADEN INTERLOCKED 2'x2" WATER DO NOT LEAVE THE SITE. Y POSTS AND ATTACH <no v RIME N IM "r� • 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ 3 � TOP \AEW CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR - CONTINUED FUNCTIONING DURING CONSTRUCTION SND DURING 1 YEAR 4C ? 0) r[4 WARRANTS PERIOD AFTER CONSTRUCTION. O NT W N 0 • N S. THE ESC FACIU71ES ON INACTIVE SITES SHALL BE INSPECTED AND OVERFLOW J MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 Q S; SLOT CATCH BASIN HOURS FOLLOWING A STORM EVENT. f• 9. AT NJ TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED FILTERTO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS BAG - AND CONVEYANCE UNES SHALL BE CLEANED PRIOP TO PAVING. THE CLEANING STANDARD FILTER BAG DETAIL THE DOWNSTTREE A�SYSSTEEAMLL NOT FLUSH SEDIMENT LADEN WATER INTO 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AiT THE Eel NOTES BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION W 1. THIS FILTER TYPE SHALL ONLY OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO USED IN CATCH BASINS ON EXISTING INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE STREETS' DURATION OF THE PROJECT. T 2. THE CONTRACTOR SHALL INSPECT ✓ w THE FILTER WEEKLY AND DAILY / W DURING PERIODS OF FREQUENT R/uN 100, 11. ALL WATER QUALITY/QUANTITY FACILITIES SHALL BE PROTECTED FR�#A O EIRDSION, AND MAINTAINED IN r ZK ENTREATY, IF ANY SEDIMENT BUILD W W '4 3. FILTER SHALL BE CLEAVED IN A UP OCCURS. THIS INCLUDES, JUT IS NOT LIMITED TO THE MATTING OF � [pyG MANNER WHICH ENSURES THAT ALL ALL EXPOSED SOILS, PROTE0110N OF ALL SLOPES, AND ESTABLISHMENT SEDIMENT REMAINS ON SITE. CF VEGETATION PER THE DESIGN AND CONSTRUCTION STANDARDS, EIC.. 4. THE FILTER SHALL BE REPLACED OR C7 CLEANED WHEN THE BAG BECOMES12. WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WALL O HALF FOU,• MAINTAIN THEM, UNTIL THE VEGETATION/PLANTINGS ARE WELL ESTABLISHED. 5. FILTER SHALL BE FOSS ENVIROMII-S 13. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION rr1 SERVICES "STREAMGUARD TYPE II-S V CBF" OR EQUIVALENT. IS FULLY ESTABLISHED, OR THE SOILS ARE COVERED ANO PROTECTED FROM [tl BAG EROSION BY PERMANENT SURFACES. F�.TER BAG �A& 14. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS OR AS ^ ` SCALE: N.T.S. DIRECTED BY USA INSPECTOR, PRIOR TO ANY CONSTRUCTION. 15. USA ESC HOT UNE 84;-8444, CALL BEFORE STARTING ANY WORK. LEAVE h YOUR PROJECT NAME, LOCATION, CONTACT TELEPHONE NUMBER, AND THE pNp INTENDED TIME. OF POS.5IBL.E PRE-CONSTRUCTION MEETINGS, AND DATE M ANTICIPATED FOR START OF WORK. r F+� 18. IT IS STRONGLY SUGGESTED THAT A PRE-CONSTRUCTION MEETING BE HELD V PRIOR TO AN SITE WORK. O CLEARING GRADING GENERAL NOTES 1. NOTIFY THE ENGINEER 2 BUS ,":SS DAYS BEFORE L.;MAMENCING WORK. 2. STATIONING IS BASED ON PROPOSI=D CENTERLINE. 6" OVERLAP (TYP.) �'t cw CONTRACTOR SHALL REMOVE ALI TREES (MARKED), SHRUBS, RUBBISH, AND MAN- POINT "B" lic cc)P MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, WALLS, pP GGA' VAULTS, FOOTINGS, ASPHALTIC PAVED SUVfACES, CZRAV'EL.ED AREAS, SHEDS OR OTHER FREE-STANDING NL UCTED OF NERYMETAL. tiO ETC.) BUILDINC FOUNDATIOFENNGSCES, RANG, MACHINERY, BRIDGES, BRIDGE �P Atiol"M.EN'TS, EX. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF C*T SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF STRUCTURES TO BE REMOVED. SECTIOENI A-A 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY BACKFILIFD AND COMPACTED PRIOR R'23' TO ANY GRADING Ok FILLING OPERATIONS. THIS IS TO .ACLUDE STUMPS AND 1. POINT 'A" MUST �E A MINIMUM OF 8" HIGHER THAN POINT "B". ROOTBALL:� OF TREES TO BE REMOVED FROM THE SITE. 2. (2) 1'x2" WOOD STAKES PFR BAG WILL BE REQUIRED FOR STAKING CLEAR PIT RUN OR �` BAGS OR APPROVED EQUAL 2" MINUS GRAVEL 5. ALL UNSUITABLE MATERIAL (SOIL do VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR SUBGRADE REINFORCEMENT AND DISPOSEL OF OFF-SITE IN A SUITABLE LOCATION APPROVED BY THE GEOTEXTILE, AS REQUIRED ENGINEER AND `HE CITY OF HILLSBORO. C�i JITGH PAOTEC._.TSN '� PROVIDE FULL WIDTH OF TO SCALE 8" MIN. DEPTH INGRESS/EGRESS AREA 6. EXCAVAI0R3 41.1'. T COMPLY WITH ALL PROVISIONS O ORS 757.541 TO 737.571 INCLUDING NO'{iFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS CAPS, L0 BEFORE COMMENCING AN EXCAVATION. S CGRAVEL CUT ANW FILL 1�1 f1P'V�GE 7. CONTRACTOR SHALL NOT REVISE GRADINGO ENGINEER SHALL REVISE PROSEDNDESIGNALLOW WITHOUTETHE ENGINEER'S T PRIOR BALANCE. - IlEv1AlON6 - N NOT TC SCALE APPROVAL EXCESS STRIPPINGS NOT U71UZED FOR TOPSOIL SHALL BE HAULED OFF THE SITE AT NO ADDITIONAL COST Ln TD THE OWNER. 8 TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. r MODIPIWD - SA4100C o UT DATE - �V, 411W •. ALE -AN1CM1/lS.46E (A m AMAA Jf7D - SW203 U MIN -lK 61 CWG PR i C5 UO U a 0 a r e a . �11�0•GfflM ?d 41 -. -„ ,.. .. �. 71 rT .._ , ._ .�• .e. +wsoe\..aNsM .M.rrr.t r lY:tY+Nt �K+ae;: •.,7'!^17'^-1NMf't7 • ,. ., „ ,._„+.. „fir.. �,..,:....:..{,:.,..,..�.....a'„_.«.. ......w,Y�yM��Ml �"�"'�' '- -,�'----+"--+ rt ._ _... x•++rr•„,w �. _ :al,e1 - y 2 6 10 12 14 16 " o A Ili � � Ill. �lll�lll �1�� Illlllil.�'1�tTl�lll�l f I�IIlilil fff , �� ,x,' � , iCfflllIIIII IIIIIII�IIIIIII Illllll�illllll Illlill�lllll!I IIIIIII�IIIIIII !Illl!��IIIIIII Ilillll�lilllli Iilllll�llillll IIIIIIl�II ' IOLLM11A1N I�I�IIfIIIf�ItNll� INXIn,t�m„Ipf, _ E:� } 't i'a .. � + d't t•... yK � ' ,:a:. .,1� +.. t M Nit 1�1� Il�ftf��tflf11�11 f a[ -. ......u-+-.n.••w.w-.trr•,1ti.•.wn...•.w.��w.w...�r..ww.,r...�.s,.w..... � wr•.++s..•r.iw - ._ .- y�,:. '++7uA A. , c �. 71, _ _ .. ... .... _ .... .. wrrltw..w.ssw.....wi.•.e;r.u.....ar.w....,........+.rte ......sv va.;.a-�.w�..•Mw�..r�e.....r_+nrtivaw+e..•....w.n N ,��-p P F M NP. E>'PIRES 12/31/00 z � SEDA W FENCE NOTES ERIOWN CONTROL_ NOTES � u � w 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS POLL OUT TO 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/sEDIMENTA11014 CONTROL "... ~ THE LENGTH OF THE BARRIER TO AVOID USE (1F JCANTS, WHEN JOINTS ARE DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE 'EROSION a NECESSARY, FILTER CLOTH SHALL BL SPLICED TOGETHER ONLY AT A PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK' SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY DATED FEBRUARY 1994, AND UNIFIED SE.1tRAGE AGENCYS DESIGN AND V FASTENED TO THE POST OR OVERLAP 2'x2' POSTS AND ATTACH AS SHOWN CONSTRUCTION STANDARDS, R&O, CHAS TER Pd. , K ON DETAIL. < 2. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 2. THE FILTER FABRIC FENCE SHALL BE lNSTALLEU TO FOLLOW THE CONTOURS CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN 0 g FILTER FABRIC IIATERIALF TLOO - USE STITCHED PS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' (E.G.. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, 36" MADE RUMS MAw ATER FABRICTERIAL OVER 2'x2" POSTS APART AND DRIVEN SECURELY INTO THE AROUND A MINIMUM OF 2'. RETENTION FACILITIES, UTILITIES, ETC.) O I~ ?. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF V. ALL 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, < i� EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES V� _ •40 BACKFILLED ANO COMPACTED, ALONG THE ENTIRE DISTURBED AREA. IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL 0 I -I CONSTRUCTION IS COMPLETED, APPROVED BY THE UNIFIED SEIVER/,GE y • 4. TANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED AGENCY (USA) AND VEGETATION/LANDSCAPING IS ESTABLISHEe -.HE I ;I SIITCHEO LOOPS FOR 2"x2' POST INSTALLATION. STITCHED LOOPS SHALL BE DEVELOPER SHAA-L BE RESPONSIBLE FOR MAINTENANCE AFTER THE H + 14STALLED ONTHE UPHILL SIDE OF '.HE SLOPED AREA. PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. < 1O co I 5. ,ILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4. THE BOUNDARIES OF THE CLEARING LIMIT'S SHOWN ON THIS PLAN SHALL BE 6' MAXIMUM SPACIN I.SEFUL PUC>POSE, BUT NOT BEFORE THE SLOPE AREA HAS BEEN CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE PERMANENTLY PROTECTED AND STABILIZED. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING N LIMITS SHALL. BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE nI o► ; 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPUCANT/CONTRACTOR APPLICANT/GONIRACTOR FOR THE DURATION OF CONSIRUCIIUN. r; °' FRONT VIEW SIDE M IAIMEDIATEI.Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED !J ,,,) RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 5, THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 0 CONJUNCTION NTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH Z01 A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER ANGLE BOl?! ENDS OF FILTER FABRIC DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE 0 FENCE TO ASSURE 501E IS TRAPPED APPLICABLE WATER STANDARDS. < 6. THE E!C FACILITIES SHOWN ARE THE MINIMUM REC AREMENTS FOR � ANTICIPATED SITE CONDITIONS. DUPING THE CONSTRUCTION PERIOD, CATCH BASIN GRATE THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED c9 Z a PAVING STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN INTERLOCKED 2"x2" WATER DO NOT LEAVE THE SITE. POSTS AND ATTACH (� < NAE7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ • - � CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR E CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 1 YEAR WARRANTY PERIOD AFTER CONSTEXTION. 2 O NOT M SCALE a. THE ESC FACILIllES ON INACTIVE SITES SHALL BE INSPECTED AND W N '� • OVERFLOW d MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 � CATCH BASIN HOURS FOLLOWING A STORM EVENT. � a 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED FILTER TO ACCUMULATE "THIN A 'TRAPPED CATCH BASIN. ALL CATCH BASINS BAG AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING DOWNSTREAM SYSTEMLL NOT FLUSH SEDIMENT LADEN WATER INTO STANDARD FILTER BAG DETAIL THE NOTES 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 1. THIS FILTER TYPE SHALL ONLY BE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA11ON w USED IN :'.ATCH BASINS ON EXISTING OF THE PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO V STREETS INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE r 2. THE CONTRACTOR SHALL INSPECTDURATION OF THE PROJECT. z THE FILTER WEEKLY AND DAILY DURING PERIODS OF FREQUENT RAIN 11. ALL WATER QUALITY/QUANTITY FACILITIES SHALL BE PROTECTED FROM res EROSION, AND MAINTAINED IN THEIR ENTREATY, IF ANY SEDIMENT BUILC W 'I 3. FILTER SHALL BE CLEANED IN A UP OCCURS. THIS INCLUDES, BUT IS NOT LIMITED TO THE MATTING OF MANNER WHICH ENSURES THAT ALL ALL EXPOSED SOILS, PROTECTION OF ALL SLOPES, AND ESTABLISHMENT SEDIMENT REMAINS ON SITE. OF VEGEIATTON PER THE DESIGN AND CONSTRUCTION STANDARDS, ETC.. ~ 4. THE FIL•rER SHAH BE REPLACED OR CLEANED WHEN THE BAG BECOMES 12. WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL HALF FLIM. MAINTAIN THEM, UNTIL THE VEGETATION/PLANTINGS ARE WELL ESTABLISHED. 5. FILTER SHALL BE FOSS ENVIROMFNTAL 0 SERVICES "STREAMGUARD TYPE II-S 13. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION r� CBF" OR EQUIVALENT. IS FULLY ESTABLISHED, OR THE SOILS ARE COVERED AND PROTECTED FROM EROSION BY PERMANENT SURFACES. F+1 FLTER AQ MTA& 14. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON D1 PLANS OR AS U SCALE-. N.T.S. DIRECTED BY USA INSPECTOR, PRIOR 1) ANY CONSTRUCTION. 15. USA ESC HOT LINE 844-8444, CALL BEFORE STARTING ANY WORK. LEAVE YOUR PROJECT NAME, LOCATION, CONTACT TELEPHONE NUMBER, AND THE p�q INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION MEETINGS, AND DATE M �O AN.1CIPATED FOR START OF WORK. F+A 1C. IT IS STRONGLY SUGGESTED THAT A CONSTRUCTION MEETING BE HELD PRIOR TO AN SITE WORK. O CLEMNC/G3ADIN3 GERA! NOTES 1. NOTIFY THE ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 2. STATIONING IS BASED ON PROPOSED CENTERLINE. POINT "A' 8" OVERLAP (TYP.) �e1� 3. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN- POINT 'B" MADE STRUCTURES INCLUDING, BUT NOT LIMITED T0, CONCRETE SLABS, WALLS, J .J�� SSS VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS JP OTHER FREE-STANDING BUILDING'S (CONSTRUCTED OF WOOD, CONCRETE, MIFTO,L, ETC.) BUILDING FOUNDATIONS, FENCES, RAILING, MACHINERY, BRIDGES, BRI"G1= ► ABUTMENTS, ETC. WITHIN THE CLEARING LIMITS, THE ITEMS LISTED ABO%i: SHALL BE DISPOSED OF OFF SITE. IT SHALL BE THE CONTRACTORS RESPONSIPII,TY TO CONFIRM THE NUMBER OF STRUCTURES TO OE REMOVED. SECTION A A 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, ViO PIPF.b) tams NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED AND THE R-25'- RESULTING EXCAVATIONS C.4ALL BE PROPERLY BACKFILLED AND COMPAC IED PRIOR 1. POINT "A" MUST BE A MINIMUM OF 6" HIGHER THAN POINT "B". TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUrf. STUMPS AND 2. (2) 1"x2" M1000 STAKES PER BAG WILL BE REQUIRED FOR STAKING CLEAR PIT RUN OR R00TBALLS OF TREES TO BE REMOVED FROM THE SITE. BAGS OR APPROVED EQUAL 2' MINUS GRAVEI_ 5. ALL UNSUITABLE MATERIAL (c3l"k & VEGETATION REMOVEV DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVrD BY THE CONTRACTOR SUBGRADE REINFORCEMENT -�� AND DISPOSED OF OFF-SITE IN A SUITABLE. LOCA.TIO,W APPROVED BY THE GEOTEXTILE, AS REQUIRED PROVIDE FULL WIDTH OF ENGINEER AND THE CITY OF HILLSBORO. NOT TO SCALE 8" MIN. DEPTH INGRESS/EGRESS AREA S. EXCAVATORS MUST COMPLY HATH ALL PROVISIONS OF ORS 77.541 TO 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS. BEFORE COMMENCING AN EXCAVATION. C,� THE CUT ANF FILL G„a RANM 7 CONTRACTOR SHALL NOT REIASE GRADINGINDESIGNAWITHOUT THE ENGINEER'S T PRIOR BALANCE. NOTTO APPROVAL EXCESS STRIPPINGS NOT UTILIZED FOR TOPSOIL SHALL BE HAULED OFF THE S17E AT NO ADDITIONAL Cf)ST TO THE OWNER. B TREES NOT ;DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. Q m c MODIFIED - 9/14/00 Z MY DATE - 9/14/x00 0 e FILE -ANKNOVDAW w AMAA JOB - 9!13203 0 c ow -DG8 C.I#C - JF+R 0 C5 a 0 • a 0 ' �N1r100F00��•b. e! 41 YA1• I '.�'rs `mt - owwwM - „ u+r.R-+�R-•+•r • w-.r:_wtRwalAiIl4iY%. ,. • ..m. PNk.at..5.1Y. Mr.Yt,iIWJ'w.4RC`�CtAM1' 'MON+�WvJPAI!T:+d'71H x..4F..11�'.J / t I "I MIG �T° •,rrMvvmee ., xrtar�u++axl6lip�^ �x a 6 1O , 12 14111111i Ill I AL lih I I o (ILLI 1111111111111IIIIIII!!IlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillillllllfliilflilllifll II I t Y it IIIIIIIiIIIIIIIIIIII b ... -.,.. .�,• -e..,.i:,yn., . (.,.:.' .., -.s<:,. -rl,,, _.-.. ... .... ... ... .... ►.. ,... .,t .,......._ ...,...... . w _ -._ ur-..,w,�..>-.-.�w...+we..� <�o.�.+Ywarr. w. +s..,rr.� +...»..��, +ex..�.n.".w w,..w.. w.n .se :k �r 1 4- 16 l �^ • II. y CHARLES ROSENFELD 'L 0MGUN .'w '1PF ARS F f3 z � F.. < U o = � o �� w �„• s V O Zn N 1 < b 4 EXISTING COTONEASliR PARNE HEDGE - - - --- EXISTING TREES • R SI R 215CMPTION STATUS di 03 01 8.0" Spruce SAVE 01 02 8.0' Spruce SAVE 1 . I 04 8.0' Spruce SAVE • l+ N Spructl SAVE 4 05 8.0" Spruce REMOVE 06 4.0" Spruce R MOVE S br[GFIND TR[[ -__ �. I T-ARA 07 6.0' Alder REMOVE 08 10.0, Birch REMOVE s - - 09 0" Maple REMOVE 8 6[T 0- 4 10 6.0' Birch REMOVE cwou,N aP RlOOTI'S4LL � , ••- 11 5.0" Pine REMOVE 1'MOVE FM16N GRADE �� ^�� 12 6.0" Pine REMOVE P RiOV1E DURLAP FROM TC)P VS � : �• OF PI POTDALL GUT ALL 6TRING6 o ilcR 13 8.0' Birch REMOVE Y DARK MLLCW GAiK fl)ILGN CIRCLE 6kALL � �..-� 14 6.0" Pine REMOVE Pei1�N GRADE EXTEND IN TURF AREAE G7 '.� �. -.. -EXTE=ND 6'BEYOND TRE[ ' 21 2f �� ;� _t4 I f5 6.0' Spruce REMOVE OB ) 16 7.0" Spruce REMOVE GC.ARFr 6¢reb AND BOTTOM �,,• '. • 17 8.0' Spruce REMOVE _ 1B 10.0' Bich REMOVE DAMPAC SIL MIXTURE _ --- �� +, �' 19 60' Spruce REMOVE COMPACTED DAClP1LL r "�' 20 6•0" Hemlock SAVE .�, fit+_ 1 S -0, 21 5.0" Norway Maple REMOVE FOOTBALL 22 7,0' Pine SAVE 2J 5.U' gne iSAVE DIAL #24' -- T• 24 6.0" Pine SAVE u . r�1�E DETA�. r f'f• 13 25 6.0' Pine SAVE ; _I14�105 _ 26 S.U' Spruce SAVE T 27 6.0" Pine SAVE �1 -'4 _ 28 6.0' Pine SAVE C4 �+ 29 6.0' Spruce SAVE 30 8.0' Birch SAVE _ 31 8.0' Birch SAVE 32 8.0' Birch SAVE 33 8.0' Birch SAVE � 34 6.0' Pine SAVE goo 6[T C*AVMN OF ROOTOALL35 6.0' Pine SAVE 138 6.0- Pine SAYE -AlSaA FIN16W BRAD[ i •' ,�£�i� 7'DAM I•KC W v��/_ ; ,�., 37 6.0. Pine SAVE TOP V" US �RO� � I ..=asar __ 6GARIPI IMCM6 38 6.0' Norway maple SAVE 1G7 Tar aP RIooT�ALL ' • 39 4.0' Japanese Maple SA PMNM areAD[ = r �• VE ASO BOTTOM ORITOS 40 3.0" Japanese Maple SAVE - 8ACwILL WIL MIXTUM 40 . 1 A s2 ; -"t"`-- 42 6.0' Alder Norway Maple SAVE REMOVE C4114 COIL MD,1 sf ILL -w; 43 7.0' Norway Maple REMOVE �-- 6oIL Mn w - I • I 44 5.0" Norway Maple REMOVE RrJOTQ�L , ___ � �S}RS�� I• .+ •+ I T-ARA �T" • GENERAL Nl,tES: 1. NO CONSTRUCTION WILL OCCUR AROUND EXISTING TREES TO BE SAVED -OMM II!6& M MTAL _a .I EXCEPT FOR NO. 22 WHICH 'WILL BE PROTECTED WIIHIN 10'-0" OF BASE N.T.S. � � + ��.-...k 19 G-ED MATH 4'-0" TALL ORANGE WEB CONSTRUCTION FENCING. ' ' r 43 2. CONTRACTOR TO VERIFY ALL PLANT LIST QUANTITIES MATH SYMBOLS 2 _4S REPRESENTED ON PLAN. M „ A 25 ATR PLIANT LIST BQ�AL T ALL CTdlOUPID COVE R BHALL 6E PLANTED TAT ER 2 D41RCg • �! SYMBOL OUANTITY DESCRIPTION SIZE SPACING REMARKS TRIANGULAR SPAGMG PER CH CENTER � �- �-_-_� -T---� + SPACM6 A6 SPECIFIED ON PLATING PLAN • 22JG_Ep o o ° o o r a ° a n ' A TREES - �"` 0 0 0 0 0 0 0 0 0 0 . • I" I T-AC 01 Acer circinatum &-10' multi-trunk -�- o o • ' T-APCS 06 Acer piatanoides 'Crimson Sentry' 7." cal. T-ARA 06 Acer rubrurrl 'Armstrong' 2" cal, I I 0 0 '•' "'�''•�"'U^ ex T-CK 02 Cornus kousa 7-8' v - . . t '. SHRUBS _ '.•. Yi_,_- 07 A AUC 46 Arbutus unedo 'Compacta' 5 gal C. • _ ATR 25 Azalea 'Treasure' 12"/15" 4' o.c. • . e ' T- 6pR 61 Berberis thunbergii 'Crimson Pygmy' 3 Qol 30"o.c. 7 wA 18 Ilex crenate 18"1'2A" 30"o.c. s ANNUAL COLOR4 R RCB 22 Rhododendron 'Catowbiense Boursault' 18"/21" 5' o.c. -31 AUC RVR 05 Rhododendron 'lirginia Richards' 18'/21" 5' o.c. t ER ," TO' 35 Thuja occidentalis 'Smarogd' 4' B&B 5' a.c. 145 Viburnum david;i 2 gal 30"o.c. - ---__-_------__---A"Ou _ R' A Y wNL.r+_ S.W. SANDBURG STREET vDA r M -- -'----a•e- � r------- _ _ _ _ 06 T-APCSGROUNDCOVER NTetij -ED 1 103 Erica d. 'Mediterranean Pink' 1 gal 2' a.c. New Sod lawn EXISTING VEGETATION ® Existing landscaping to be saved and enhanced. I - �YI>b1GNs - 0 The following plant material hos heen saved for replantinq: i 11 Holly 20 Heather 12 Rhododendron 04 Large Camellia 18 Oregon Grape 02 Small Camellia 04 Daphne 05 Aucuba 28 Azalea Of Flowering Cherry 09 Dwarf Holly (P,otundo) AND5CAPE PLANTING PLAN SCALE MODIFIED - I, = 20'-0' SET DATE - SA3/010 a'o FILE 4 AMAA JOB - 9'3283 c 11aT DIW - JL CbK -CR 04 i F) a1 u fn n ry F i Y an sw OUPM 0&OM Illof 41 e .. I,milt ' r_.......e.,f-�........�..-...y.._„�• :� ,.,,, _.. ..�erw�a.+..w+s,.: - •��• --}.,__.p....i � �YSy .fie. .e ,nn„M,,.,.. OPPW �IMr....... .,'1L'u.�.w........n.�. �* - i0 17 I• iE } H � ` ' � � .�1,�� ! � ilil! I�IiI� lilll� I�I11,•IIIIIII 1f6 I l!lIIII�IIIIIII111111 Hill I�IIIIIfill!�.�I�1IMI�I,1IImIII�I•I�iINIh uI1I1IIIIIIIIuIuI,If I1IIIIr1ll1111�imIr'hII�IiInIInIhIIIIilI III III III I11111111111 fi III � . '.n .w . r-.,*f .. _., yfM,.,.we,..r...r-.....w.. >e .. ._. ,._,.. -.: ,.�.•�j�t�LL��,�.�y��. ..._,.._va�,�.�iM.•.-.._,.m.... _... .... ' ,.1 ^Ty"•fir" ^•'I'"" r �.. - ..u,f/l�lFWlr...ae.IwwM-e.M.�.'.ewtlY �.•.•�..n.>--,•-+.tTtIM4'•,..e,MYY..'�4,.sv+:Y�..•�.Me',Asirtib•1.f•.rwws,_ah.•rMM....,iaJM�Y.�.�M..l. vsN.tilF�Iwr�.`.-.Ar..,e•Iw..r.M.4Ww. iMl'w.�'xMn.Mw!M M , 1' I IRIS' XIrr PL'W _ A oA� - --tea-- -� 210' MAX. D '`+1 � � - - -... •�.' ' ..-._., , __�-- -----• ----- ----- -- _ _---CROtlJ�t TOPS ' LLKs�IT STD. SEE &PEC. VOW `=14 -PETAN60 WALLI _ A'o �_ /�'-- DOLT VERIFY DARE ANC►• T • �;] DOLT AIQRANGEMENT CIQC" TOT' I' LOG _TT'�ontKyr ' )11A ' ♦� •� L ' / / W 0 X �'-rD' GALV. STL. 7 TIES 3' O/C ,►� } '\�t,�7 �. / r-11PE FILLED W/ CONC. # ! ' U� V V _ ..... .. ♦ (0)car,rAc.r.T'-•'!A . nlEr-r' !TART OF ; / -RIFT EILOGa �._ FORM Uv 24' DIAM. ----__.__ � �EtR F►AVNd �w.� � � REIAHNO WALL YY Nft&TIONPNG •Gulr! � / CNAKO'K IOP"(Q%) � 60NOTUBE 1 1 _�VOO F`AV%ft a VANAC.•JrC�L . -tr• G'JNC. PA V iNCs fi� �� - raNc.B.4sE _ c ✓)i!DTL.TlAUP C8 CUM r`A11•0' / ~ Ox Nl rOL9)w. v HW Wft E(D W) �-1- 1... "h1�sR�+pE At 01 LOW - _ 'Z 9' l if ( o - - 8 -NO. 6 VERT, r1ac,P01r2 r I J1� ^ H 12 L At.O 1lult. `' DSO. - I-_- -fit AT 6. O.C. W/ 2' MW4. CLR W u A -1 ��EXiAT. EXIST Qlle I -I I I I I (-•I I I y I / NO 3 E F10UP8 _III i_ 1 Z L FROM FACE OF C;7NCRf TE ... - ♦' A 1 0 A,0 HM AIR MAIC w i.0 EtiGl'GL! };C� ! - h yr 1 __ I/tA WILL PAIKWO(•) .1 G 0 ` 1 �- COMPACTED Jr y A,� a � t ( BAGKfILL AT V 1 I - PERIMETER 1 1 1 DISPLAY Cta+DITION6 _N,w w L +caNc 'i.�+ '--12'0 CONC. FILLED UNDISTURBED - 411,1101:111 ��• .�_- .. - RALE! EXIST VAULT a NOTE: CNAF�LACTERS 6bIALL CONTRAST W/ TLIEIR � W $ 1 CIN IAl.o ♦ 4--- NwCA o ft I I I Rd LMi...��D!~TO Valu - - L {-'SOLEB SOIL BACKC;RlC%ND5 LKaNT ON DARK 5UMACE6/ DARK ON NW AREA OMA„ '. } - L IGNT BACKGROUND PER AN61 STANDARD A111.1 MW < .I G 4 LI >? - A EXIST.cum EXIST.NA40�1T LOCATION TYF'. STL. BOLLARD 3 AREA L IGHT BASE 4 ACcEssiBILiTY S�r�rlBOLs z 1 _ •_ !__ II A1.0 I/1' . I'-O' BOLLARD A1.0 NOT TO bGALL� Itb/ti A1.0 NOT TO SCALE iynlbplal H 1. ' ♦ / n u 1 NRW PAVl/� / ! /� % I 1 ' - - 'o' - ACCESSIBLE PARKING I a AIr /� ;• I• _i� Y SIGN, SEE </ALT ♦' cI' N I ♦ E��CLM ~ WWEELSTOP ON CURD MSW WALK �+ / mm F'ANl�IT '� E L % / / I �oux IrhllY _ Q --moo.. ��- 1 rtAIOC� A At o /% I IAErINb _ 7 ! "M WfM MTt LMW WALK / // //� I L i,/, I�. + 1ON IV P40LI(cxmw 12' 2' �. �2' a 11 NfIW Curl - r i I�IE[ SLOPE WALK AWAY // 1 PW)M BLDG. I/4 Agl. 66 EXIST.�. //, / NOTED ON PI-AN6. OFFICE ADDITION °` 4' PAINTED p STRIPES I- CONCRETE SIDEWALK , 1 L � 15054 NEW SF , , I L a -- --"--- 6L ae 4 rA�ITED A �- , 1 ~ •�/ dRooM FINISH eTlllPEe NXTUNT I �1 - 9 GRAVE)_ BASE 0 T. 'si/ RMI WV T�i� / // / /' / / ' / /� ' / / �i� MIN. f- TOOLED EUcsE b1[•rT1ER ____ I 11� C� ) WITH 1/0' :ZADIUS EXIST WOOD Far-MER WtOoc,cfOEa I FINI6N GRADE ! + L ' EIlLOW DICK I 1 L . • l ` \ N!W6,Ww 0 4 Neu.I'•OLr� L _ _ w - -J� I- u CONT. TYP. CARPOOL \ C00-%V-LK lCONC WALK_-------- -_`- 1 \ /�� ` -= --- WR'tIN 3' COVERAGE 61 IVCA _ tK:A\� 4�a A1.0 1 I r� WYDR4fT \ / ''-m• 8'-m' °1r-m' UNDISTURBED BOIL/ ------- ---- ---- (��"bj�A \ /AN ACCESIBL� COMPACTED BASE -__- - -- fft (i'-O' STANDARD) !/ T5T �.Tyr. 1 � INTERNATIONAL ACCESSIBILITY If- A,o �-�p w1 S'rME50L i EAr_W SPACE 12' LETTERN3, STANDARD 1WV%g ")Orr AND LOW* F1LT1YTtGN 0yon , , LETTERING STYLE •�• -:w S.W. SANDBURG STREET �1 g ACCESSIBLE P.4GINCx STALL s SIDEUJALI�+ EDGE , CARPOOL PARKING STALL A1.0 NOT TO SCALE perkof A1.0 I' . I'-O' 61DEW4LK2 A1.0 i07 TO SCALE p~3 � �j ua�T.Fi!� ■ ►RDIiMIT = -_ -� Mow.Furl WYCOA N PLAN NOTES: 0 w OPR PLAN O1 ALIGN UI/ EDGE OF EXIST, DRIVEWAY '' �DOUN K e•, NORTH IL - M OF VArr. 1.�, SITE FLAN �2•RAD11J0 1 I 20 PIEC>VIDE TRAFFIC-RATED LiC� 4 GOvEIR __.__ 3- A , A1,0 SCALE: I'�2O'-0' [�3 REMOVE EXIST. TREES ANC` SWRu5S AS REOV. PLAN wwm e44OWN ON PLAN NOT TO SCALE �(I� 6,FIDE•,.-. ' - 6• ��• 30- TOOLED EDGE + 6 i SLAB ON GRAVEL 9a%! TOTAj,-SITE AREA 616,500 °•IF -- _ I (SIM.LOCATION) M / �3/1`' RAD.) SEALANT MSI TOOLED EDGE PARK-1� 1' 6. t' -� --- 12' tj' RADK* - WµEELSTOR BROOM TYPO. \ � - EXPANSION ! II II + PAVM ON GRAVEL OAM IQ'R [ ExTRCED fplG Cully s -JOINT FILLER 1� U D16T1.1 OMD/09HFACTIED COATING SAM SOIL EXISTING PARKING 46 EFCXT MO Dlyd Aa rT _ I AfxP�><, � ° �?��j�� r111.7VIDE EXI'AN610N JOINT SUBCOMPACT (C) 33 F%ORADIE : 111- FILLER AND 1.04 x 2'-0' STANDARD 35 a -� UTw V2 UE►AR OF TWE LENMTW JOINT VAWCARPOOL 4 -- INTO O DDJT a OF E �n (JOINT$MAN 20'-0.O.C) 15 3.1/1000 5F °�',• o . - 3�q �4 11) RO=SAW �SE�C_r I ON A) CONTROL JOIWT D) EXPANSION JOINT � 124 I$• �./ SG,p,LE+ �l' I'-m• (S'-V OrC. TYP.) (29p'-V' OrC.MAX.) EXISTING PARKING ARTA 16,664 5F DET"10'D AREA 3/ow SF NEW PARKING °x.°102 SF s EXTRUDED CONC. CURD � PAVING ARROW$ 10 WHEELSTOP at CURES „ _SIDEWAL< DETAIL ,z CAST CONIC. CURB TOTAL (NEW 4 EXIST. TO 11MMAIN.' A1.0 I• I'-m• Cupft 1UEXTR A1.0 NTS. 6rrac i A1.0 0206IT25 A1.0 V • I'-O• 61DEUAALKI A1.0 In' • I'-t0' GURdI%CAST 26,5'86 5F TOTAL LANDSCAPE AREA . 20,'100 SF • 320% `i- NOM. 2 INCH DIA. �z RESERVED --WMITE LETT:R31 1 -LANDSCAPE SF DOES NOT INCLUDE SYMBOLS ON 1■x� BE IT METAL TUBING PARKING OVERHANG BACKGROUND PRI/'9ED 4 PAINTED -� - --� � lb`iATE OF OI�GON) ADA DETECTABLE Lu I' ,rllGrl LETTER'1./ WARNING, NG AREA - �Dalvp �E WORDING e PER .1 3D'oc EA. TALL 0.9' 171A x 01' FALL DOMES _ _ M C:ONTRA6T COLOR FIRST FLOUTS ` ` - Rfv1610NS - LOWER Slt'sN TO READ+ ---'- EXISTING ONLY 40W (3F) �IC-?J VAN ey• 'fi.� 142 MAX NEW ONLY 1041 �LEXB ACCESSIBLE' TYP. 1!10 MAX DE-MO-0 (NEN IN EXIST.) 1699 `� AT SPACE '+'O LEFT OF - � ACCESSIBLE AISLE TOTAL NE-t1 AREA 8140 METAL SW%N FASTENED TO "T TOTAL (NEW 4 FXIST.) 11,921 5F ° x I 2•s CUME CAP'P'ED STL • ; POST CENTERED ON EACH . `�? FLOOR ` 1 I ACCESSIBLE PARKING ° ��. .• • • • ' _ MODIFIED - EXISTING ONLY 1929 °I I C SPACE ---� ' SET DAME NEW ONLY 4320 -I 1 I I �!T�I ° ,crlc►+oR _ '• - - __ DEMO+G (NEVI II< <..�(13T.! 1994 ^" FILE - IB - AMAA JOD - 9937®3 •� DUI -ESC+ CI#C - RA,9 m - _TT KONG.FOOTING I'-� e TOTAL NEW ,;MEA 6314 _ TNICK.EN r"c�NC. s1DEW-:+.K � o w / TO E14CASE "O6T BOTTOM TOTAL (NEU' 4 MXIST.) 12,249 SF pn " W 1 4 13'• ACCESSIBLE PARKING SIG" 14 BICYCLE RACK o, TOTAL E 5.05 &F ..� 1 S AP A CUA CU I loe /11.0 3/4 . I 8 � TOTAL ALL 24,110 SF -a" MASTER +'eLOc�K A1.a 3/4 . I-O• 0206I741 A1.0 N.Tb. 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Ex 10 (IA RRRw O - - 1 / 9TH OF uR�� _ �- -� I II L1Lif j - -- - I , i� , II — - - - - e -it L— © II 1 < F- ° = 6� r I � n � II II —�— �• < it 3 �'--- -- - I i b�YEI 11 II 1l 11 0 < j� l pp ; r L Mr' t+ I' II 1 �� U a (, , q I , I Cie Iyq�! jl 1 II Y O i T– ---- I \� L I' ° 11 11 >JI z r I I j l II II II II < < C I L– –––I 7 II If/ 11 I- -–– – – – – – – – ––— I – –––t j I� 11 11 7 I I III A II I 11 It 11 II \�JII II 11 LL It x ��IN LEVEL DEMO PLAN I I A2.0 EGALEI y`•GL_m. YJ I– I �� 1 I i ♦\ I I I I II I I I i I I I 11 \ 1 11 -- --- - -- - - - - MAN jl \ 1 JI I NORTH a L-c.= =nnc– 11 �= - , LOWER LEVEL DEMO PLAN 11 I I. CJI 7 IC' A2.0 SCAaEI I�i'GI'-Pl• _ _ __ -(_ J1 II 71 Y I I i II II i 11 . 11 I 10 II II II Ij R�'AF� E 6 II II 11 -.I, E II II I 5 z NOTES: (DIm-7VE EX16TM MILLWOR( SALVAGE PIXIUIlS AND 7 NCP►1 APM.'AES AT OWNERS DIRECTION.SL*. ODEMO. EXISTING WALL N "D RCONC. ELAS TO -- - - 009 RIL SALVAGE ALL RELITES N PROTECT RE ON M FOR FUTURE INSTALLATION NEW BUILDING ADOMO{ 4 ODEMO. EXISTING AREA UNLL.MECH. EUS TO 1� COORDINATE I RELOCATE OSA AND COINS. AIR �y DUCTLL\'W TNRU CRAWL. SPACE TO NORTH EXTERIOR PACE OF SUILDMG.WHERE NEW AREA WELL TO BE CCIRV NTCTED, ® REMOVE WOOD DECK AND ALL COA'OWi TS(LIONT WU RXTES,GAZEBO, SENCN &EATING, ETCJ, SALVAGE AT R'S ON F.0 1,..^../) OWNER'S,DIRECTION. OSTAIRS, RELITES, T ROOEILMG TO REMAIN AS MDRCATEO. © REMOVE UTILITIES 1 ALL UNDEIGROPIPINGD PIPM G --- — UTILIA OF NEW TY -LAN 6TRUCTURE AND AS REQJIRED PER I II II I 1 I OPROTECT W REUSE EXISTING CONCRETE SLAB . r -- r — -- _J II I FOOTINGS.RB'IOVE TOP M FOUNDATICIN WALL 'S ��---- I II i jf I16 BELOW SLAB AS REQUIRED FJR NEW CONOE•E SLAB. II 5 II II I h . EJ OREMOVE T REPLACE WEATNEREO EXISTG VERT IA II II j 1j III CEDAR TRIM . A LOCATIONS(TO BE IDENTIFIED N I I II MELTO D).PAINT ALL EXISTING SIDING AND TRIM WWION IS III II II I jl j�l (1) OMILL EY.ISTG HEATING SUPPLY IT TS IN FLOOR WV II II 11 11 I 1I III Q 0014c.PLUG. II ;I II I II ISI J All COLUMS AND CONCRETE SLAB G FOOTINGS. I _� III t t RWOVE SLOPING CONC.SLAB AND EXISTNG DOOR& I II jI — II REAMS. 1 II Ri SII I t© RET'IOVE EXISTING TR AS" ENCLOSURE AND ODIC. I i as:==G N SB LA . . ADJACENT AREAS OP CONO. WALK II MIMMAL. VERIFT !'KTEMS OP CMIOLI".ti PRIOR TO 11BEGINNING wow- 11 O ��ROOF LEVEL DEMO PLAN o z .WALL SYMBOLF -- i A2.0 SCALE: IVS'•I'-®• EXISTING WALL TO RKTIAN I II RlVISIQM - EXISTING TO BE REMOVED EXISTING ROD AREA TO RQ'RAM � I) O E 067111 AREA TO M 1111512VED 1 I If I II I I II I II I II I II MOORED - I II I II SET DATE - ". 3MB 1 I II I II RLE - AW-O - I I II I II AMAA .Y_`B - SS3200 / ,. . 1 _–�.��–�__--J II DWN • BG cRAc - RAS J 42 ,0 II a� l II , aF 17NNEEre CONSTRUCTION N%ET. vu R« INM 41 • .r.- 9 - ;a ^ecG . . .—sem.•:----'"FFw.R�+ - .« 01 Ell c I IU ��tIIIII IIIIIIIIIIII III II IIIIIIIIIIIIIIIIIFlII�IIIIIII�IIIIIII�IIII II IIIIIIIII11dII I llllllllll!lIIIIIIIIIII II�III IIIIIIIIIIIIIII - s FT..'.. t^ �I I. -2 6 E x 5 4 3 2 1 6 E x 5� 4 3 2 �'� A4'(' o � o ,r 1♦- .- - - - T W AV I a r'w.Nc L 4 I' 1 Wfi Q I I I I II r I If I Mlrl. �ft� • 9J• C� ,- - - - - - - - --- - --- - - -- - -- - - ----- - ---- - - - - - - -- ---f---- --, - �c.��.c�. - *Pip OF ow _ _ _ I I L _ JI I i I i �TgR,�,�E I u 1 OFF ISI: R� c 1¢E 1• +�" s I I n I 1 r r r r r r r r -- _ ••� N pn I � r r S L V 1 t 1 I 1 TRA;SFI/ i.r 8T ! GYGL t . P1.f�'ii_1G,A Fj . .f.. TfAN � € t_ _ 77-7- UTiLrrr 7c .Gad I I GWA6H I ; N MCC:NANiGAL -* n RECEf��' J1t -- ,.,. ! ! MAILROOM ._ • /, . , 1 ?1 I 1 i X 1 �j � 'b 4 1 OPEN OFFK,EOFIF►� ry w 9 i 1 F- s ---- -- - -- tD s �:.. � G'I�ICE � d !xff3T, T _ E x i --- - �— - - - Ex RLEC. . . .. S6'-?• H 1'JAY I? _.� _ C� I f O , '` L>2�-- • ' v, N _ _ � Q z • i �i�►�wrM��i J �, 7 O' 6' 19' rj• 11'-il' . i �[ �. r- - -- - -- -I( --- -- - - - - --- I -__ ELlFV LOOBv in Y - --- O '�•� � I .-^- - - - _ - - - - - - - S �I - - - -- - - -- - - _ - O PROJECTION { 'S I �. I I I -7 ??I3-b' »2l �/ , OA I M 13T o I I I_ I ' -7 r 1�J + E „: i I -uJO1bC - -- p �. o �^' • , � "lX!'tGE ELEv. ST,ATIAdB 9 4 I -.-r - - — - - - -- - - - - . _ _. I - - - -- - - I - _ - - - -II - - - -_- - — _ r � _ � - f3B '14 L __ I I ❑ ® -- --- EteNJA �' ,; I I I III- III I b _b' !'-s' I►'-�' o S A s; AL EMPLj;� CyYER'e STATION 0 I EiU1�DMYs J RESEAIH o ti.I • I �'` k'\ _ I II II I ' '� ^ A3 FtL.le CENTER Lam- I ,. /,� f' LDING I I II II II { l n ~ --- '`r Al.I I 0 Of" arm= I I III l l) I OFFICE h � X Off] - �I . I A � Y •' I I I I I I I i► ERSHIP ALL =L I " I I CE �:P19ENT p II o I II II CONFERENCE W4 S b G TER N I I III F I I I Room _ I CC�II'CRENC,IE .i �T b''S• I I I I I I II ® + n .> p - OD LTJ E s as .+.. s '7{l OWL An GF X. .F 0 ME MEN w 'y ' X i CIFFIGE vl - 9 LEGAL. L:3f� '� {r W FD rI K� + 1 216 W C NF ICE (?F11 IENTRY 4G \Y - i' p Q U0 �fj WORK AREA/ ��7� •I I .n in I -- - - c d ST ' T O a te. WORK W ORAGE STA IONS - �H - STATIONS o o �►� - - NO L� LN � p ® ® - - FD HALLWAY ]I Q (2)WORK f� / �� Ofty FG d+ ---- r b'-a•' 9'-IID' i'-�' STABS I W I a 2 WORK I I 1 } O[FF ICE S _ _.--_r- A LLMl � •/I f� STATIONS Q WOM 9 GLR 8 �' 0 W 1 O �• J�u'�,`?C /�y, ; I L �r U -- , 4 ® ;r `� V a CLOSET E••1 ! to t sl'-1 314' • •. i �'' y �; '•-'T �� ------?D-D' 11' - rGo�►dC. Mfr A.te HALL z ,r i16 4 16-ALLUT/77 4•- z - AL an .b' ID' 3 f/?' .b• 2'S] W _' - �._ y S. 74'-� IR' L Il'- 4'-6' S'- 10'-' r tb'•9 li4' s u{ --- - . .+t - n0 , -- A 0 - -- - I INFER -= •?Io ?u 1U ?I3 I^ ----L 1 \ o+ I � _ '.�� Nri�E XOTM 6A- r - �O.M�IATN"t q �/ A 0 a 3-�. , �4 1� d 'i0 MSA .. f� I PA Y i PUBLICATIONS ` Pr:,o„• LOUNGE' "D 1- WCMQIC G�7°RESIDENT'S FM OFFICE OFFICE OFFICE g OFFICE ICE �-� S , , I_LNGHp • - 1 I OFFICE STATIONS OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE I r� ;b 6111 - I� Cl�°>z7 (J@r�7 I� [ �J ..� A4.1 is I D ® t2'- 1/a' ® ® CSI ] C C 7 V v� rr►►�� I1) d1 I W I V - ?7'-0 3/4' I I7' b' -i?' b' n'-3 4'-- -4 I/ 1 ,Y D ■xrr�n t ---3 IP IP � Y i 12'-4 3/4' I!'-4' 13'-1 In' -'--- - 13'-1 1 1. I I?'-b Irl' 1?'-'! IR' G' 3/4• 14'-II' I I lu i+l� � �w 6 --- — - - -- -- r -- - ---- — --- I I Vs 0. E �A , - - - - _ -- IN 6. E E PO eWE. _ 1--- - - ° DECK _ _ _ IRo_ AT E N n. Y - - - - A U I FD.t. 0 !. FD. ♦ - ----- Rb.Mat♦ UDo O � " 00 EO. 7 Ea. 2 EG. 2 ECT. 3 EQ (6 EQ.) ? D. t► _.-. _ E 3 EQ ! E I 2 EQ. 2 Ea. 2 EA. 11'-7 R.O. lb EQ.) MM I --- F� 1 >' E,42)TyIN` 4 (v CONY A4?3 ? y1 4 Iy i 0 4� A4.1 it k-w IrJ' Q Q (° Q r0 b I/?' S I/?' b 1R' r r r I a + IR r r ® 6 1r,1' J 4 0 Q r Q 0 0 0 11'-4' 4'-2' '-1' .� -7' b'-1' b'-1' ♦'-1' b'-1• b'-b irl' •1-I' •2' b'-!Y '_4• ? ! 117' b'-1' '-2• '-� 6'-I• .?' - 11'-4' i'-0' I'-O 11'-4' 4'-?' b'-I' -9 !'-?' Ir1'�-?, 4'-I' II'�6' 4'-I' !'-7� -?' '-a b'-I' 3'-?' '-9 b'-I' -?' '-� b'-I' 4'-2' II'-4' R O. RO. Mo. Y -'- - - �. RO. RA. RA. RO. RD, 1100D DECK I I I 4 - 32'-6' -_ 11'-6' _ I 61-0' I I I I A4.I - IL - - -- -- - -- - ----- -- -- - - ---- - - —11�'-ID' - --- -------- ---- 6 4 -u PLAIN PLAN 3 NORTH 6 4 3 NCRTN (D AD.I , L OWER LEVEL AL AN MAIN LEVEL PLAN A2.1 SCALE: /i •1'-0 A2.1 SCALE: 1ie•.1'-0' Q GENERAL N_ OTES: _ _ ELECTRICAL SY��BOLS: _ I. ALL INTERIOR DIMENSIONS ARE TO CENTERLINE OF DUPLEX RECEPTACLE UJA UNLESS NOTED 'P.O. STUD' (FACE OF STUD)OR - - ,-----_-_---_------_____- -- - ---- -- ----.-- -- _, -- -- _-_-____--__-- - _ I 'CLEAR'. �„ DUPLEX GROUNDED RECEPTACLE - O 7. ALL EXTERIOR DIMENSIONS ARE TO PAGE 01111 � WALL 4-PLEX . •12' AFF. TYP, DOOR SCHEDULE _ _ DOOR SCHEDULE DOOR SCHEDULE o SHEATHMG, I.DILESb NOTED OTHERWISE. � DEDICA'TED OUTLET W/ISOLATED GROUND -------- - --- -- --- - 1 —_----- DOOR FRAME FIRE NDW—�- DOOR FRAM: FIRE NDW _ DOOR FLAME FIRE 16" � No, — — -- DETAILS NOTES No. SIZE - DETAI!.S NOTES No• SIZE MAT. FIN. MAT. FIN. RA?� DETAILS NOTES 3. ALL INTERIOR PARTITION WALLS ARE TYPE Al M WALL TI--LEPHJNE OUTLET t -12' AFF. TYP. _ MAT. TFIN. MAT. FIN. �Tg _ MAT. FIN. _ . FIN. RATG 1� UNLESS NOTED OTHERWISE. SEE "ET A4? FOR �i01 ) 2'-0'x1'-0 - WD — WD — I LOCK -- --- - 118 ) 3'•0'x1'-0' A WD WD b _---- - -- ---- 10. 3'-0'x1'-0' A WD WD -- b PARTITION TYPES 4 HEAD CONDITIONS. K1 WALL vATA OUTLET * -12• AFF. TYP. -- P- P• _ __--- -- --. _ P P- P• P- - REVISIONS - Cd\ '-0' -0' A WD rte_ WD P_ 2 LOCK - _ 119 3'-@'x1'-0' A WD P WD P- 9 CL_USER 211 3'-@'x1'-®' IIJJD P_ WD P_ b -- -- -- 14 DUAL TELEP'HCNE/DATA OUTLET . - 1 . - . • ---- ---- - i tl/2(�lmrD ' LEGEND: 103 3 -0x1 -0 A 14M P_ NM P_ 3 LO,.K/CLSR EXIT CREVICE 0 3 -@ x1 -0 WD P WD P+ 9 CLOSER 212 3 .0x'1 -0 A WD P_ �_ P- 5 - ---'_ — G123 ELECTRICAL NOTES: - - _ - '—• vmm 3 3 -0 x1 -@ A UJD P- WD P- 4 LpCK/CLSR EXIT DEVICE 121 TO REMAM EX. EXIBTIT�Ks ?I3 3 -0 x1 -0 A WD1. DOOR JAMB LOCATION, TYP. 3 3 -0'x1'-0' A WD P_ WD P_ 4 LOCKICLBR EXIT DEVICE I13 TO REMAIN EX. EXII'�TMG ?!A 3'-@'x1'•0' G WD P_ WD 1•_ b -� 3 12/I9/00 1, VERIFY ALL OUTLET LOCA1TIONS 1 COORD. - -- --- -- - --W/ WORKSTATION LAYOUTS 35'-5"x 9'-@' H - - - FOLD'G PARTITION ?5 3'-@'x1'-@' D P- A P- 3 LOCK/CL>gRR. EXIT S?E1/ICE _ ELFi ED 0 3'-0'x1'-0' A HM HM 3 LOCK/CLSR EXIT DEVICE 5A 6'-0'x1'-@' WD WD 10 (PR)BI-FOLD 2W 3'-0'x1'-0' _A WD — P- P- P- P- Vie_ WD - PLAN NOTES: V-0'X�"'.m� ,,_ ---- P- b _ _ — — -- -- m 3'-@'x1'-0' is WD P- UID P- 5 _ 1114.E L SYMBOLS 3'-0'x1'-0' E AL AL 3 LOCK/CLSR EXIT DEVICE 0? _3'-@'x1'-@' A WD WD _ b ?I8 3'- 'x1'•0' UJD WD b -� - — MODIFIED - - -' --- " --- 1 MOUNT RECEIVER/COIN DROP • 48' AFF., '°' P• P P- P- P- _ 3'•0'x'1'-@' b 3'-0'x'1'-@' A WD WD _ 5 — --- 219 ) 3'-@'x1'-0' A WD WD b LOCK SET DATE - 9n�/� EXISTING WALL TO REMAIN AS PER ,4&vA. REQUIREMENTS P- P- 1 P- P- U? CONNECT TO STORM DRAIN - SEE C? - -- __ELETE 3'-0'x'1'-¢+' F AL P AL_ P- 11 LOGVCLSR _ 221 j 3'-0`x1'-_0'- A N1'1. P_ 141^1. P_ V N 8 LOCK FILE - A2-1 1 1 Amp AMAA JOB - 993203 NEW 3'-0'x1'-@' A WD _P- WD P- 5 — 0an 3'-0'x1'-0' A WD P- WD P- 9 CLOSER 24 4'-0'x'1'-0' Ei WD P_- WD 1•_ - ID- -- _ lPR1dl-FOLD I;', NEuI EXTERIOR WALL IU/ CONCRETE RASE O REUSE SALVAGED EXIST, WINDOWS AS PER 3'-@'X1'-0' A WD fs_ WD F,_ b 09 3'•@'X1'•0' A WD Fs_ WD-n- 110 _ 9 CLpgE� — DUN -eG G►�Ic - RAo U NEW WALL (ONE HOUR RATED) ARCHITECT'S FIELD DIRE`:TION. 3'-0'x1'-0' A WD WD b — — y - - - ----- - - -~ :3. '-s' (FULL ROOM WIDTH) i •• SHFAR WALL (SEE SC14ED. ON 61.1) - P' �-- — e' _�'-e• �I` -- -- +I` D*� � ,1� -�,k-•o �- `�-=mob- o � � � �- -,It # �I ,1'��-� �—� ,��-�M'r- -•k- � --- I„ ? E I 3 ECT. 2'-1 D o EXI6tMG AREA TO REMAIN 112 3'-0'X1'-@' A � - av Ip_ fy d 1 r ��•• � 113 A WD P- WD P- b x�• - 4 b'• 4' e or •� 1....r.r...� E>kIST6NG AREA TO DE DEMOD 1 REBUILT - 9 b .1 dI 0 d -• 9 9! 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I. . . . . . ... .. . ...... .. .. .... .. . . . .. . .. .. .. ... . .... . . .. . ... .. .. .. ... ... .... ...... . . . ... . . . . . .. .. . . . . . . . . . . . .. .... (E)GUTTER, . . . . . . . . . ...... . . . . . ... . Tyr. I.V. . ... ........ .... .. . . 1 . 1 . . .. . . -fit T- 114. . . . . .. . . . 8 . ...... ... .... . ....... . . .. . . . . . .... . . . . . . .•.'.'.•.. .+r. .04 .'s, .... . ... . . . . .. .. .** . . .. . . Ir. -- -, .. . . . — (E)FASI . . . . . . . .. .. . . . . . . . . . .. . . . . . . . . .. . ... . . . . . .. . . . 01 - ... . . .. .. . . . . . . . . . .. . . . ... . . . r .. . . . .... .... .. . . . . . . . Tyr. .. .. . ..... .. . . . . . . . ....... . . . . .. . . . . . . . ... .. . . . ... . .. . . .. .... . . ........ ..... . .....�i.. ... . . . .. . .. . . .. ... . . . . .. .. ... .. ... .... . .. . . . . . .... . . . . .. . .. ... . . ....... ... .... . ....... ... (E)ocampast 6.M. 1400FIll . . . . . .. . .. . . . . . ... . . . LL�.' I I*.* I I* 1.�j_L_* 1_Lj1.1.*.'.'.V.'.*- ..'-*-'-'. .'-'--*-*.'.*.V.'.--'.'-'- -'-*.'.'.*-V.'-'-'.%*-'-'.' **.**.'.'.*.*.*.'.*.'.*.'.'.'.'.*.'.' '.*".'.*.'.*-, '.*.' , Z . . . . .. .. . . . . . . . . . . I . . . ... .... .. . ...... . . . . .. . . . Tyr.. ... . . ... . TYFI RIGID IN61i .. ... .. . . . . ... .. .... . . . . . . . .. . . . . . . . . . . . .. . . . .. . ... . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . .. ... .. .. ... . . . . . .. .. . ... . . .... . . 7 . . . . . . . . . .. . .. . . . .I . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . . . . . .. ... . ... . ... . . .. .. . . . . . . . . . . . . .... . . . .. . .... . . . . . "ATHING PPOMANUFACTURKED < u . . . . . . . . . . . .. . . . . . . ... . . ... . . . . .j . . . . . . . . . . . . . . .. . . . . .. .. . . . . .. . . ......I........ . .. . . . . . . . . . ... . . . . . . . .. . .. . ... . . . . . ... . . . . . . ....*.,.*.,. ...... ,.*. .......................,............... . 1�1� - NOTE: SKYLIGHT W .. . . . . . . . . .. . . ... . . . 111110OF SLOPE (GEE t1ftsm1b ... .. . . . . . .. . . . . .. . . ... . . . . .. . . . .... . . . . . .. .. . ... . . .. . . . . . . . . . . . .. . . . . .. . . . .. .. . . . . . . . .. . . . . . . . . ... . . ..... ......... ... . .......... ... .. ... . ..... .. . . . ... ... . .. . .. . . . .... . . . ... . . ... . .. ........ . . . . ... . .. . . . . .. . . . . ..... .. .. .. . .... . . .. .. . .. . . . ... . .. .. . . . . . * ** SIMILAR CICHO17 . . . .. . .. . . . .... . .. . ... . . ... . .... .. ...... . . . . . . . . . . .. ... . . . . . TINUOUS, AT t2 DETAII-6) .... .. .. . . . . . ... . . . .. . ... ........ MEMBRANE PLA664NG . . . . . . . . . .. . ... . .... . . ... .. . .. . . . . . . . .. .. . . . . . . . . . . . . ... . . .. . . . . .. .. . .... . ... . . . . .. . . .. . . . . . ....... . . . . . ... . . ... ... .. . . . . 7x T46 . . . ..... . . . . . . . ..... . ... . . . . . . . r(E)PLAGWOO, PLYWO u . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . TY111i . . . . . . . ... .. . . . . . .. .. . . . . . . . . . .. ... . . .. . . . . . . . . . . . . . . . .. . .. . . . . . . . I . , . . . . . . . . . . . .. . . . . . . . . . . ... . . . . .... . . . . . . . . .. . . . . .(11)' ' ' . . . . . . . . . . . . . . . . . . .til) . . .. . .. ..... . . . . .. . . . . ... . .... .... . . . .... .... .. .. . . . .... . . . ... . . . . . . . . . . ... . . . . . .. .. . . . . 611 ROOFING . . . . .. . . . . . . .... Wiun... .......... ...............I I. . . .. -.-... - -. . 'al.. .... .... If FLASHING RIGID INI&I I T46 DECKING . . . . . . DAL . .. . . . . . . . . .. Bill liZ_ 2xwp . . . . . .. ... . . . . 'OL411iiii '.. e .It.T JP .. . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . .. . . .. . ... . . . . . .. . . . . . . . . . . . ... . . . . . . .. . . . . . . . . .. . . . ............ .. .. ... . . .. .. . . . . . . . . . .. ."."ll .,*.* . . . . ..... I . . . . . . . . . 4' CANT g . . . . . . . I . . . . .... . . . . . . . . . . . ...... . . . .. . . . . . ... CRICKET 6WEATWING . . . . . . .. . . . ... I.. . . . .. . . . . . . . . . .... . . .. . .I. .. . . . . ... . . . . . . . . .. . . .. . . . . . .. ....... . . .. . .... . . . . . . .... . . . ... ... . .. . . .... RIGID INGUL. . . . . ...... . . . . , . k (,1L_,:Z� . . .... . . . . .... .... ........ .. . . .... .1L-11.w I _,X"r",/",f INSUL. L .R-A I . I t . . . .. . . . .. .. . ..... . . 614EATWWa . . . . . .. . .... . . . .. .. .. . . . .. .... . ..• . .. . . . . VA4--37 2X* DECK III 0 . . . . . . .. . . .. . . . ... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 2x4 8LKG u . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .... Ex . . . . . . . . . . . . . . . . . .. . . . ... . . . ... . . .. . . ... K oji . . . . . . . . . . . . A2.2 SLOPE NEW METAL O,� . . .. . .... ROOF . . . . .. ... . . ... .. . . . . . . .. . . . . . . . (N)GUT TER a DOUN61POU7 GLU-LAM W#' 8PLAfiW15LOCK . . . . . . . . . . . . . . . . BEAM, 4XI . . . . . . SEE STIIIIIIIII . . . .. .. . . .Blom ELEVATOR 3/4' DIA LAG ... . . . . .... . . . . . . . .. .. ... . . . . .. . . . 6kAFT 2 X4 * 16, oC IV 0 24' OC Oft . . . . . .. . . . 23/12a OL 4 will coll BEY . . .. .. . . .. . . . . . . .. . . . .. . .. . . . A2.2 . . . . . . .. . . _kAl2j 1.5/12 A e43 . .. . . . . . . . . . . . . . ....7 . . . . . . .. . . . ONC ...... ... .. . ... .. . . . . . . . . . . . . . .. . FAZIIII UPAPIOED 4xs . . . . . . . . . . . .. .. ..... .. . . .. . . . . . . .. . . .. . .... —---------- Acc;)USTiCAL Fu5ER GLASS PI ... .... . . . . .. NEW TJI PSR 6TIFIUCT. . . . . . . . . . .. ... ... . . . .. . . .... . . PYRAMID SLOPE 00 0 61 OC WORIZ .. .. . . . . 6KYLIGWT 1/4 ...... .. .. 3 x GL BEAM, 1XI 9 . '... .. .1 11 4". """: .... . .. Pol FZ I I A2.2 A W4-rlu- # SLOPE SLOPE II 1 4. ..... . . . ..... SLOPE1.6/12a SLOPE— . . ... . Will ...... .. . . . . . . . . . . . . . .. ... 10' - # L L 2 DETAI ROOF FRAMING DETAIL — ROOF FRAMNIG DETAIL ............ .1................ 5. ROOF FRAMINC 3 (E) ..... . . .. . . ... . . . . . L --- �A�.�2 .0. Tyr. . .. . ... . . .. . . . . . . .. . . ... . 1 V2. IV �-2 1 L#2* I..10. ROOF4.01115 fill �-2 1 V2, I' . . . ... . ..... . .. . . . . . . . . . .. . ... .. ..... . . . . . . . . . . .... .. . . RIGID NSI .. . ... . . . . . . . . ... . .. . . .... . .. . . . NEW METAL (E)G1JTTEIk .. . . . . . .. . . . . . ROOF SLOPE Tyr. "ATWIN2 . . . .. ..... .. . . . ... . .. . . . .. . . .. . . . ROOF .... . . . . . . . . . . . MR :1. (E)FASCIA. . . .. . . 23/0* NEW 15UILT UP D Tyr. . ... .... . .. .. . . . . . . . . . .. .. . . ... . .. . .. . . . .. . . .. .... ... .. . ... . . . . .. .... . . . . .. .. . .. ... . . . . . I I . . . . . . . . . . . . . I. . . . . . . . . . . . . I . . .. "I —NEW METAL SLOPE ❑ CAP FLA6I .... . . . . . . .. . . . . . . .. ... . . . .. . I . . . . . .• . �ca ROOF . . .. ... . .1. . . . ... . . Ilk . . ..... . Si FLASWING A 11lowillo . . . . . . ... . .. ... . . . . . . 90AFIV -4- PROTECTION . . . . .. .. . . . L RIGID INSUL. Gumm 4 r--i SLOPE (N)GUTTER 4' CANT r——yj SLOPE .. . .. . ...... . . . . OWL DCUINIIIPOUT V-4* POOT AHEATWING .. . .. ..... . . .. . . . . . . .. .. . ... . . ...... . . . Nl�-14 UY 6ftAf*IBLOCK Ill bPLA6W5LOCK Fl PROTECTION j EXT 7 • ZAC-5 1 BOARD . . . . . . . 1,,A2 NEW BUILT---,,", AI A .324111m 1 1 1 17 RIGID INSU . UP ��1_J . . . .. .... . . . . . . .. .. . . —1 E 11 Ll SLOPE EJ 7-- L]L .1!) SCUPPER 114* PI ❑ ❑ ...;,,� 01 All E vs.C44 PIE • ❑ --- -- i OVER A30) ROOF OPE 1117E T ❑ WALL pb:;vp.v. . . . . ... ... SLOPE ,:,. N �: �. ❑ ,� �I� - I __ ___ . . . . . . ... ... . . . . . . .. . . . . . . . .. II 2xIV LEDGER, 1/41 FOOT .. .rY. ::..�ti,. I ❑ CRICKET SLOPED TJI PER 'A4 Io DOWNSPOUT LEDGER PER AC-6 6TIII 2x4'6 0 24*01 CP ICACZT 1W Ill ISWEATWIG It TRANSITION. .: - . .. 6LOPE EA. SIDE PARAPET VA FOOT op PARAPET 'S\ 7 PLAT r5 TOP( Rc;L)t- FRAMING DETAIL ELEVATOR RCOF FRAMING DETAIL .24'-4*C CONT. �A2.2) 11/2• PtOOl r4 7 DE — j �A2.2,f L fill, 7 %J _—SM. RDOI=ll GUTTER '12 It 2 A4.3 GUTTIffoll 2 Ill ROOFING A4.3 TYR, NEW SCUPPER 4 'k�CAII`TTER A4.3 PROTECTIL'44 BOARD DOW146pillIOUT PROTECTION BOARD Ill Nil 23'-V' L (COORD.W EL". 111.0. SING LEDGER AT=0�4'rAW ON Sf "ll LIFQGER SLOPES AT WALL 6A GUTTER TOP OF SHEATHING %v PLYwD. 2x BLOCKING "ATWING It. ftYwD. BASE FLASHING SING RIGID INII PROTECTION 50. EASE FLASHING SHEATHING Ill NOUL. S4, PLYWDI 2x JOISTS OPE TJI'1S 6WEATWING SHEATHING SLOPE IN 16'0 VENT FOREGROkM ---------- -------------- -------- -------------- z AN EXISTING WATCH LEGEND NORTH SHEATHING ROOF PL AN 4 JOISTS LEDGER EX16TW40 ROOF SCALE- Iksowl'-O* Pli IMAM, SEE 6TPWCT. FLA-8I SHEET OVER "j CAP SHEET OVER REIN�fll SWEET MILT UP ::RICKET LINE OF ROOF FL AN NOTE& EXISTING ROOF BEYOND 1. AT RAIN DRAINS CROL'), CCNNECT To STORM DRAIN, ROUTE UNDER ftC)OF DPtAIN Ill VAWM"I SLavillill! FOUNDATION SLAB TO SITE DRAINAGE SYSTEM--SEE CIVIL. DECK CLAMP, 11128100 VE Ill MWAMM 2. AT OVERFLOW DRAINS, DAYLIGHT TO SOUTH AND EAST EXTERIOR BUILDING ELEVATION$ 'I/A30 4 2/A30). SPOUTS * V-6' Ar-r-. BUT WALLS. ROUTE A50VE LOWER FLOOR CEILING TO LOCATIONS AS EXACT LOCATIONS TO BE VERIFIED W1 ARCH!TECT. ''� �� a MANUFACTURED OVERFLOW INSTALL Offill SCREEN PSL BEAM, IN OUTLET, SET WALL MODIFIED - SEE STOLIC.T. 10 FLANGE IN SEALANT SET DATE - SA3AI 2x'S ON ?I 2x4 HANGERS FILL - A2-2 LEDGER BEYOND AMAA JOB - CJS3203 EXIST. TRUSS INSULATE LNDE"IDE OF _86 T�141< - RAs EXIST. WINDOW DRAIN, INTEININAL DRAIN 4 WEAVER LEADER. It ALL DRAIN PIPING RUNS A ROOF r6 FRAMING DETAIL 10 CRIC<ET VENT r7 ROOF FRAMING DETAIL ROOF 1DRAIN6 42 ,2 A2.2 114, • 1'-0' RO"I 112' I'-0, OF SHEETS UnMknftnft. sups"6411i `12 of 41 WOU0 ow so 10 16 A& AL Po 5 77 4 I FF AI 7". dam 0.90 pro 0-2 ARC, tf ___-- of •••3 I 1949 --------------------- ———— r-- -- ----------- ----- -- ----------------- ——-� < OF map" IN �, c• w., �'. y,. E=11g f �v I I f r 1 J�( l• t f "\�^ ( ) o-. •.a /7%?f}" ,,/ },. ,i .x }t�.fY. ,� �. 4 r{ f?.`cJy,� f\: i :` pEC E 1 I I '� ':�. 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I ROOM wOlolc ST (�I -------_ I I ----------- *I C=====--- I A® wow 11 1 / EMMOYER'9 r �, : .� , I 11 I I I STATION I AIEGN � w� �' I I I I CENT �� I I I .�� I II TO PAwCNdCs LOT � 4 ;� ` � ,,�': Y ,�},,• ;� I 1 I ,•f {, � i I I I I 1 • I I I I I � oFFICl� I II II I I II it • � f; I 11 11 I L.E N E PE1111S IIP ' f a I i II II I HALL D T CONFERENCE ROOM I WIN, rrrrrrrrrrrrrarrrrrrrrrrr +___ •� 1 • � ii I Com,/ ra4. PILE MEN BTOR ♦ II [ 4 ` v{ 'v i MEN I// \ \ I OFFICE LCal o + EXIT— — FEC L o 0 ----- -- ENT wows AREA I WORK O O luowlc I STORAGE STATIONS WAY I i.4LL ® ?05 Q O O ST ]b CLOSET / > STATIC" WOMEN I WOwG � ® O I STATIONS WOMEN \ ® ® I �—_CLOSET HALLWAY T E� HALL J A IIS � �� .� .�■ �� •.� �� .� �.� h hCOWES APMA X 01 ICE OFFICE OFFICE OFFICE OFFICE CLOSET I LOUNGE KITCHEN wow I OFFICE STATICNS I P'RESIDENT'S r MI cm CHI EOFFICE I � - DECK ' I I L--•--------- `------------i "wow eons, TO PUBLIC WALKWAY *000 EXTERIOR WOOD DECK Z l PLANPLAN n` NORTH LOUDER LEVEL FLAN No�N 2 MAIN LEVEL FLAN w A2.1 SCALE: I%'•I'-0' A2.1 SCALE: I•�'•I'-m' l� W EGS® PATH X RH W FEC FIRE EXTINGUISHER - REVI810Nb - CABINET ` J NEW�,O!�6TR1JCTtGN —^ EXIemG AREA TO REMAIN EXISTING AREA TO BE PIV IODELED - tIODIFIED - _ _ SET PATE - q/13100 FILE - A2-3 w� ,-�tcC, AMAA JOB - "3203 €€ NO�3..$i OWN -is I GSC - RAS n. I. BUILDING TO HAVE FULL O N SMOKE DETECTIONAND n ' A.D.A. ALARM N 2. FIRE EXTIWGUISHER (F.E.)- U•L,. 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S`ORATED DRAM 4=s FOUNDATION CONTINUOUS AROUND SUILPM DRAM PIPE U1/ trIL DATE - 9r./00 FOOTING, FOUNDATION FOLNDATION � FILIE - �-I DRAINN W/SACK FLOW 61010'1 PADRIC ROCK P�TER ROCK FILTER ROCK A FILTER DOMAIN PREVENTOR FABRIC FABRIC DRAIN FOI,NDATION AMAA JOB - 99321®3 DRAIN PIPE W/ ROCK A FILTER DWN -98 CNC - RAS FADRIC i 0 N I UJ,4LL SECTION CORNER "TOWER" _ z WALL SECTION CORNER "TOWER' r3 WALL SECTION � BALCONY 4 UJ�L.L SECTION � RECE55EC> ENTRY44 , 1 9 A4.1SCALE: 3/4 . 1 ®' - - _ ' '- A4.1 � SCALE: 3/4'• I'-m' A4,1 13CALE: 3/4°* I'-®' A4.1 SCALE_: 3/42■ i'-m' Y OF eJIdEET CONSTRUCTI N19LETOW ' - _.. ..... ..._- -.,�� y�„ •� *._ ....,... .. f- q- tT.M b�. •' 1`_ +*7"R,rr*" m.p..�rn. "'R4•�"P'R.�. , ,. ,� • ) � :,, ,rrr• .•""' ....,I .y - , 'Mw„' ` r - sro�,rs *.eo'rrr....,. a.arrr..�-r .:w7nm. a M., T y ; `'' .,,-..,►"..,,� «ter-•-- . �" fill IMI�n II�Ia1 ! ....w-,..........-..w...w..-....w...,..............,....-.......+.«....,....... ..............nw..r..r.r..r-..f,.....s..r:-....-..w.-«w•....r ..._....w.—---.. .. r-.«........-,.._ _ d ,. _. y. . :i !. _ - ,.�.p4, ■fslA•F' ,.+••.YNpyw: .....,a,, - .. K -1ww .w. " � � .[� - .. •' i ....v,.-.. - �.... _- ., ,..•,r.,,,,..,..,. ,,..'.. .� .,. „.. .w - . •-+..i•o.ru..,. -....„...rr+.ao.. ....r..r-...+w. .,«... .. wn w,..e...,m' ,e....w•s. .,_+ulrr.rr, ra. ..r.+.swr.tw.,.«+..r.an..+.•. -ue.wn+.v. y. i 'I z� i a.� RI RI WALL SYMBOL LEGEND o�� '°� RI • .oN LATERAL ---` l w 4 In' 4 I/1 G. BRACEABOVE ! 3/4' 3 3/4' �] �K SGHE[�ULE'�i WALL 1040 WALL CODE FORMAT: _ i o GYP. WALL BEYOND '\3 ► � PLYWOOD SHEATHING I-- I +J,► o� • �Ili p �` I DUILDMCa W�iA1� � u� STOREFRONT WINDOW WALL TYPE: A, D, C . . . 11012 ✓ / _ �� ✓ PAINTED IPLAP SIDINr's, �-Wom TRIM BEYOND - GYP. WALL BEYOND (� HEAD CONDITION: p, I, � . . . � I I 8 I r---- i-b�4@ FIRE RATING �d �--�- � IIIpOD TRIM BEYOND, l {� A�1 / .` I /r 2i6 _ IX WOOD TRIM, PAINTED I EXTEND TO BO:TOM EDGE l f 1 H OF 2XA MEMBRANE FLASHING -- SEALANT � � I `� � ORACING �' s-BACKER ROD a SEALANT I STOREFRONT WINDOW < U CROSS J I - BACKER ROD 4 SEALANT - SHIM µ1 'X I a UNDERSIDE OF F!ODIC -L / METAL FLASHING, - 2x8 PLATE, P.T. � w•• �; -� METAL PAINTED FLASHING, PAINTED- EXTEND TO n RI _-.- y/8• GYP. DU. y °o OR ROOF SHEATHING _ BRACING w ` LAP' MIN. 3' BEHIND INTERIOR SIDE OF EASE EDGES, BACKER ROD 1 rEALANT o O CMOSS MEMBRANE FLASHING 'VALL ^ METAL FLASHING, STOREFRONT, AS SHOWN TYP. I` •�► PAINTED ��-' i �- - PLYWOOD 6WEAT441Ws ug - �--_PLATW�D OLDS —PARTITIONS SILL — _ •. _ — - f. II _ f f,--- UiOC� SHIPLAP SIDING, �,� CONTINUOUS CLEAT I - 3/O' GYP. WaALL T.O. CONCRETE ,__-•---� 1 S TO.GCMGs _ _ '� ;v ^ ` - HEADER PER STIaL�G. g ��C-_ W n _ J BUILDING WRAP Z 3'-O' AFF. I 'A I I � _ '� � ( SEALANT r SEE LOG$. .LS PER AS,i -- • CONTINUOUS GLEA* -� Sil&F'ENDED 4C.OEJI,TICCONTINUOUS CLEAT In ,3►-IIM AS MOD O < 't-� — ;!EM1pRANE FLASHING `-14 ��" � 2X6 STUD SM. FLASHING 124 V CEILING (ORGYP. CEILING SPACING O f LATERAL • 2x10 • 2X1(0 STUD ��. . �--_ I TRIM, PAINTED X WOOD R , P N ED NOT �'N) EB R�C I w I� I • BOARD F<�1ED CAST _- • � BOARD FORMED CAST � I x • i CONCRETE da CONCRETE _ ! ��1- MEMBRANE FLASHING O i DRAFT STOP OWWAL01 � 1/4' DIA. DOWNSLOPING -- � • V4' DIA. DOWNSLOPING �' I s Z � _ • o VENT • 24. O.C. • o VENT • 24' OC I, WOODPAINTED IPLAP SID11G, 5/4' x 5 In' WOOD • _ o \n \\ I TRIM,PAINTED __ • _ • �`` I r'JILDING WRAP SOUND BATT ''�� BATT I • VAPOR BARRIER I • VAPOR BARRIER � _ PLYWOOD SHEATHING -"----2X6 WOOD STUDS - 0 • IX P.T. VERTICAL STUDS, Q • �X=P.T.�T. VERTICAL STUDS, �� `�`-" I / • I6' O.f;. ` � • 24' O.G. • S!'1. FLASHING a 2X6 WOOD STUI:79 7° _ 1 1/2' R-II RIGID INSUL.W/ 1 I/2' R-11 RIGID INSUL, W1 ) I 2x6 STUDS • 16' Of'..W/ • 16. Or. -- �' WOOD VENEER HORIZONTAL 2X4 FURRING HORIZ. 2x4 STUDS �' I BATT INSUL. FINISH _ 2x4 WOOD STUDS u . • I • 24. O.C. o . i • 24' OL. i I I �� 5/8' GYP. BD. I DACKER RDD SEALANT --In' PLyuk"M - . 16' O.C. - - I -- SHIM EA. SIDE �K `�lf�' PLYWOOD I � 5/8' GYP. BD. � 5/S' GYP. dD. �� - STOREF•RdJT WINDOW k%%o TYPE 'X' �' TYPE 'X' GYP. I' ~ Ea SIDE L DD y WALL DD. EA. SIDE III I WOOD TRIM BEYoN.ra -�. ------z CLIPS --J..- ° GYP. WALL BD. 3 3/4' 3 114' 3 3/4' 3 1/4' `� GYP. WALL BEYOND %0 WALL DETAIL, CONC. 2 WINDOW SILL CONG. 3 WINDOW SILL SIDING 4 S.F. WINDOW DEAD SIDING I A42 3' I'-p' WALL-IDWG A42 3' •• 1'-p' WIN-CONGDWG A42 3' • I'-p' WIN-61LLI WG A4,2 3' • I'-p' HEAD-SID.DWG j ----- SOUND BATT J, 1 V2' 6CWEWOOD SILL 'BELOW SOUND BAT) `\ SOUND BATT RI _ �! WHERD. PARTITION WALL, I �. "--2X4 WOOD STUDS 5/S' GYP. BD. WHERE OGGURL - C'a1M C�7 . 16, O.0 --- HEADER 2X4 STUD E►;'• GYP. BD. —` 7X4 WOOD STUDS 2X8 WOOD STUDS -�. 3 3/4' 3 1/4_ i PLYWOOD SHEATHING -CONTINUE GYP- AR AS • w' O/r, (� - SHOWN WHERE PARTITION /2J 2X6 STUDS `v • 16' OD �- In' PLYWOOD I BUILDING WRAP WALL DOES NOT OCCUR I � - SCHED. WALL TYPE .X. I �� TYPE X. _� I MEMDRANE FLASHING (4)2 X6 STUDS _1 PLYWOOD SHEATHING TYPE 'X' I 5/b' GYP BD. WOOD SHIPLAP SIDING, WOOD SILL. BELOW GYP. WALL DD. GYP. WALL DD. GYP. WALL 190. • __ SIM �a'D �- ---- - VAPOR BARRIER ,-- EA $It7E / ` EA. SIDE EA SIDE n o L SHIM / \ y^` SM.FLASHING IX P.T. VEIL riG4L STUDS, • 24' O.G. STOREFRONT WINDOW W • ' • I I/2' R-il RIGID INSUL. W/ \ I 5 1 I \ �/ \\, �•/ HOR�Z. 2X4 RIBBING �� s A I 1 t • . • 4 O.C. \ \V z F+1 • • BOARD FORMED CAST C TRIM, PAINTED �► ` RI --- - - - - _ - - _ PARTITION WALL TYPES CONCRETE NOTE: SEE FINISH SCHEDULE FOR APPLIED FINISHES �� \ � \ I/4' DRIP GROOVE RI11' - - - - � . r vj � z HEAD - - `/. WOOD SHIPLAP 51DING, 12IDER$IDE OF FLOOR I !/4' CIdAMFER — IX WD TRIM, PAINTED - OR ROOF SHEATHING PAINTED SEALANT � BACKER ROD 1 2x4 STUDS V2' DRIP • HEAD SHIM SEALANT, EA. SIDE BUILDING WRAP .,*•�+,, "�^ BACKER ROD r SEALANT HOLLOW METAL DOOR \ PLYWOOD SHEATHING MEMBRANE FLASHING V 3/8' GYP. BD. 'DRAFT STOP* \ HOLLOW \ \ SEE LOC$. AS PER AS.i BUILDING'• WRAP 514' x 5 In' WOOD SM.FLASHING �- MEMBRANE FLASHING TRIM, PAINTED SCHEDULED DOOR \ d.Eq STOREFRONT WINDOW 2xb lUG'OD TRIM, v G.T. CEILINGS WOOD TRIM BEYOND PAINTED BACKER ALANT 1 (OR GYP. BD.I PER SCHED. GYP. WALL CcYOND 3/$ 3/8' SILL 15ELOW SEALANT 34 3/4 1 3 HM,FRAME BEYOND r R.O. DIM. 5 1/2' -3 9 RA. DIM. �- STOREFRONT WINDOW - HOLLOW METAL DOOR 6�L BELOW WINDOW HEAD tv CONC. 6 A WINDOW A SIM. DETAIL w STOREFRONT 8 STOREFRONT JAMB SIDING ' A4Z 3' I'-O' HEAD-CONDUKs A4Z 3' • I've HEAD-1#"IDWG A4Z 3' I'-O' WIN-COLDWG A41 3' I'-p' JAMB-SFDUJG STRUCTURE ABOVE 6 RI r - 1.- �1 SCHEDULED DOOR SOUND8' EA INSUL. BATS � SWIM I / J� � HOLLOW METAL F=RAME *INSULATED WALL TYPES I'-p 3/4' \ / \` �5 BEARING WALL _SOUND INSUL. BATT9 5/s'GYP. W. -(2) 14 GA. WIRES • 8'-PJ' O.G. 2 / \ HM. FRAME JAMB 48' EA. SIDE OF WALL I MAX. • 9R DEG. TO PARTITION 2xb STUDS • 16' OG. BEYOND • INSULATED WALL TYPES - WriERE BRACING WALLS S / Ott I I t 2X4 WOOD STUDS .�� NOT AVAILABLE. - _L B• - WOOD SIL _ DOOR SWEEP � J • 24' O.C. �-� -- - - — Q .� BELOW I OE SCHEDULED THERMAL / S!-iIM - _ BREAK THRESHOLD D E ' `�, SUSFENDED '� - (4)2xb'S 27AM6N FULL D. W �_.... CEILING SYSTEM - 4y' GYP. B WOOD BOWL SILL ! � I Or-WED.WALL SEALANT Q .. PLYWD. SHEATHING - SEALANT • CONGICONC. JT. ��- BLOCKING - � I -� �-� -- �-- 'IETAL EDGE 1'YP. l _ l4)2x6'S - LONG. SLAB OR WD. DECK X SM° GYP. I -WOOD SHIPLAP SIDING, PAINTED GYP BD. �I1ET. TRACK a AS PER PLANS W ' PREPRINT TC MATCH WALL RI _ -- --- - _ -- BUILDING P - 4}' PL SHE 4THING / WALL TYPE AS CALLED �\ -- 5/8' GYP. .,� --_ /1 STOREFRONT WINDVAU p // Qul . OUT OF°1 PLANS - 1 - '~WALL TYPE AS CALLED SCHEDULE, DOOR PLYWOOD SHEATHING OUT ON PLANS OR WINDOW WOOD SHIFLAP SIDING, HOLLOW METAL FRAME PAINTED u p �3 TO GYP. CEILING �'� TO A.C.T. / GYP. GE I L INC RIM"'°N TES BUILDING U4 AP _ a LDING uIIZA � - - -- - --- - MEMBRANE ( - FRAME ANCHOR --� - f-lEh1BRANE FL A•3►aMG r �_- - --- -- - --- - \ STRUCTURE_ ABOVE - ---_- - — - �-�'- FLASHING 5/4' x 5 1/2 ' P.T. WOOD Q SOUND INSUL. 5AT0 TRIM, PAINTED (�SILL BFLOW STOREFRONT a' LINE OF CONE 1` 48' F.A. Si^E OF WALL BACKER ROD 4 SEALANT WINDOW _ 7ELOW 7 / • �rv°SULATED WALL *YPES ---'v 2x '11000 TRIM, PAINTED SILL BELOW - ix WOOD TRIM, I I - REVISION& - IIeVTU1DE OF �(2) 14 GA. WIRES • 8'-0* OC. - -p, 9TfQ1JG ll�tE MAX. • W DEG. TO PARTITION HOLLOW METAL DOOR L� �C�� L� BACKER �D� PAINTED I I - 4'•®° � WHERE BRACING WALLS SEALANT .7 LATERAL BRACING TO NOT AVAILABLE. 9 JAMB, WINDOW SIM. Im CORNER STOREFRONT II CORNER STOREFRONT 12 4�.1"i. DOOR THRESHOLD STRUCTURE AS REQ. 2' W. NEOPRENE SOUND GASKETING CONT. A42 3' • I'-O' JAMD-HMDW13 A4� 3' • I'-p' WIN-JAMMUrm A4,2 3' • I'-O' URN-JAM3DWG A42 3' • I'-O' THRESHDW6 SUSPENDED •S WADLITYUF•c3/�iO61 D TT CEILING SYSTEM -- MODIFIED - � 4 METAL EDGE TYP. \'\ SET DATE SA3100 �D \___--MET. TRACK PREPAINT TO MATCH WALL SUSPENDED CEILIN'rs SYSTEM FILE - 4-� Ol'1AA JOB - 993203 CUT 1 TRIM TO NEW 41ALL. ( DUN -SS CFMC - RAS V - -BLOCKING -&--------WALL TYPE AS CALLED OUT ON PLANS WALL TYPES h (DA50VE CE I L INr 2� TO A.G.T. GE I L INC N X4 .2 HEHEA AD CONDITIONS p9DWALm1 NOTE: SEE 51.1 FOR SHEAR MALL SCHEDULE 4 STRUCT. PLANS FOR LOCATION OF SHEETS CONSTRUCTION SET "new1>�It. lost 11 y c ►v a ..n. ye.n+•�en u wrr..�..nr•.n WOO .,,,� r ,�, 8 10 12 14 16 i fit lilllll IIII{I Illlllllillilll IiIllllllllll IIIIIIIIIIIIIII IIIIIIIIIIIIII, IIIIIIIIIIIIIII 11 HIIIIIIIIIII IIIIIIIIIIIIIII 11111111111 I ��• � ` x °' > .,, r ;. IIIIq�R11M1�1�M1INM111M11lI�IBNM�f�lwI11NIMu �rdl�InlA�m�uld�� , '• • i [ipS + rn RI , RI , RID q/j , ml4R en en I'-r r-r as.N `Z u, ... I•-o• 2•-r q.s rH I IMS p A. PARAPET ROOFNO OVER - ROOFNG OVER " OVER 1/11141F"wTEcr0 NATION �ftd.ID N&ULATION 9OF �1v ROOFING Nvan OVER eWEATWNG OVER"ATWWG PRDTIOTICN ISDIp OVER 11111010 NII LATIGH 2X4 BLOCK AND FKAIT OVJxA lw OIL•ArMNG I . w I CwICICET :�• 2X/RY1NG TO . 16. ® S OL. OG WILDG uRAP SUPPORT CRICKET OG BUILDUri u.RAP F _ FABRIC RAIWNGFABRIC RASWNG j $ {• CANT / {' CANT \ wOt'FWO OVER 8WEATHN j BOOING OVER "AYWft < l.1 W —_ •�� x CPQ lR1ED bMETAL IEWM(ED P -FMETAL F 21.'I JAL' I EDGE D FWD METAL PRE-FRLBHED METAL pr LOGE 0 b ' SLCPt < - LLOP! � .• I � � a See RDDF Piw 1 i(�� _—a 0 .._>< BATT NSULATION - / BATT NBULATION- < wm JOIST 2XS F W OL. 1 N' W CONT. \ s l� JX& . 7A' OL. I In' W CONT. s u VENT WI ALUM. \ SLOCKSYi WSlT SLIREeN J BLCcxM — NSlT SCREEN --ROM MI REF. 'y y . eiRICTURAL DU138. 7' DIAL VlNT6 • ` - I% TAG WOOD 7' DIA vlNTS . Ix TIG WOOD L Vl JA' OL. y )1.OL. < < C 2x BLOCK044 2x BLOCKNr WOGJ SWIIPLAIe SIDUG, I TJ(LEVEL) PANTED (7)2O(SLOPE) I I OUILDSG U/.M -PLYUr. b1EATWWo • 2xe STUDS • W. OL.IW ` - 4COI►TK: TILE ClILNC BAtt FJSIL. ACOIMI:C TIL! CEILING 5/4' X WODD TRIM, ILOIRTIC TILE CE14FG 9/1• %Y4000 TIIRI, —ero'CIT. BD. PANTp2. KEIT BACK- PANTED. KEI! BACK 4 { �TYR PARAPET DETAIL n PARAPET DETA'L (3] PARAPET DETAIL A43 1 N' . I'-r PARAPETIDYC A43 I N• . 1'-0• PARt- A4 APETJDU3 PITJDYB Iq' . I'•O' PARA G) G G 61 — CONT.NEW EDGE eM.PI YcEx XIST. ' ----sWm n,2xA Ex Ex eLoacNGmRla•D F._ —(])2xi METAL COPNG - E N' SHEARWNO COMP. ROOF N' PLrlp SNlATWN6 4'CANT ------ METAL 00P816 - 1/2' PL,'110 SM. FLdM+WG .. BABE PLASI GWEATWNG 4- CANT pk�( Rloro AML. — Moro ExIeT. .k C N / WOOD SWIPLAP BABE FLAEWIN.i- MOBG,PANTED TRIM DETAIL eWUTMFG / Ru;Io NBUL WOOD SWIPLAP1 MIEATWIW, slow.. 1/21 eMEA'NNG I / EXIST. JXA • K'OL. JXf • 24' 01C.IlY PANTED BATT NSUL. 614.RASWOY4 - EXIST.SLDPEe til {' CANT METAL W 1L FI 0'-1 7%i OVER MEMBRANE F ASWIN Tip BASE FLAMIRIG OVER BUILDNG WRAP r-- PRE-FNISWED SWEET z NEW SM.FLASMSG n (CARRY OVER BLDG.WRAP METAL COPING OVER -_ COMP.OWNOLE LECGER Bum. *'Mk)OVER SWIEATIING, MEMBRA•$ FLASWNG 0 Rom I NSTALL MEMBRANE OVER AND TAPERED SWIM kW • JAL. OL. W/BAtt BIMTOP CP PARAPETL. M*11) MRL. 7X10 SMA TWM C (2)2X4 NEW 2X4 • 24OL. TLE CNILM E 4' CANT 4 X BASE I o W 2X4 •2Y OG R4SNM6 -L a DOM.CLEAT E� GYP.Bo. t EXIST Dun — CARRY METAL WALL Ix Wow TRm, y� 111 I MEMBRANE -\ PANTED. KEIT !V RdeMnG OVER BASE INACK FLAMING Y � lXIST.(L 3x10 =__= w BEAM,VERPr BASE FUMING -- New 2x1o'e 2X4 . 24. OL. —� - ELOfXNG _EXIST. EEARIIYi tt 2Xe FRAMING ACOUSTIC �� WALL. VERIFY EAST.MII ADIR g OUILDPG UARAP GlILMO TILE VIERWY EXIST 7%10 . ALV' OL. �- PLTUIOOD SWEATWSG _ EXIST. III J EXIST.CIILBIG - EXIST.WALL LL17C.V SWIPLAP SIDNG, PANTED 4 PARAPET EXIST. ROOF ,PARAPET 9 EXIST. ROOF n CLEARSTORY RAKE DET. ATYPICAL PARAPET J A43 �N' . I'-p' ROORDUG A43 I N' . 1'•0' - ROOFSDWG A43 1 N' . I'-0' 11110 WG A43 'J' . I'-0' PARAPF-TDUG A43 RI W Sro' GYP. no Q SCHEDULED WALL O TO.PARAPET .METAL COPING I 112' R-ll RIGID INMLL. -/ HORIZ 2%4 MIRRNG / PLYUIOAD 9HEdTHR53 • 7{' OG. 7 I 16 /- d11LDNG u.RnP / \ I -PLI'UA70D eWEdTWNG' lS' - WOOD SWIM-AP MDNG, Ill\- OL. I PAINTED / dALDNG LLRAP IX PT, VERTICAL STUDS 4 2{' OL �� 7xA ENDS lot S/BETpECxOED OVER IB GA GALV METAL SCUPPER 41R SPACE (\ SEAL FL'GBHMG UK= SWIG LAP SIDNO• -- SEALANT (BOTH SIDES - REVISIQ•/S SCUPPER SIDES I BOX WITH OPEN TOP - CAST C FORM -� OF TRIM) PANTED DptTOn i PAINTED SMT caNCRl7E A ;• DOW4IFQII LEADER TO / 1X2 LLWD TIN•I,PgNIED - - STOP 2 NCH"ABOVE STOP aT LEVEL UY ^ MRgM1 BLOCK .. `, . . • . .. - —_ m L _ T• X l' SCUPPER OPENING TI ^.OUCRETE IN PARAPET WDLL BEHIND ' �� SHOWN DASHED LINO Q UH^LL ABOVE. OPE OVE OW ( •, SEE DETAIL E SEAL ALL JONre + \ 4' x 3' OVERFLOW OPENING a - l l J\7) SLOPE VARIES II 7xe I (HEMMED BOTT. EDGE) • .A . • • - •• ..• _ MOOIFIID - I, -0 K' •i . ' • ! 'I, MENORAHS SET DATE - Sne/00 SEE R!'xT PLa:. ` oL. �� 3• DIA. SWEET METAL s 'i • T' • s I ' A - 'S, RASHRG NL! - AA- LEM SCREEN DRAIN LEADER 70 A'-p' RI 3 T— — RI III AFF (CAST IRON DRAIN PIPESMT ��*A -rZ.-•�—J / / - .MRL. DRAW - FROM . 0' TO • 6'-0' 1•rf: AHAd JOB - 953203 CHC - V3 • .. . o LEADER PRCiBT LhCRt TE DUN. • ] ROOF TURAL D. %, SFLgSW ILQOC ,I S/A' U00TED iRIM, eTlEaruRaL Duce. PANTED Op 1N' SCUPPER BOX SECTION s1 SCUPPER BOX ELEV. +� GONG. WINO: WALL 12 TYP. EXTER. C'JRNER +►' SIDING A -43 at ° �, SPLASH BLOCK DETAI _ .I DETAIi_, AI.! I IR' . II SCUPPERDUO A43 1 N• . i'-0' SCUITERDUO " 4 A43 1 N• . 1'.0• yL,1yl A43 S' . t•-O' UA IDUG A43 S' . I'-Ir CORIP:,nWy • _ O' SHEETS L CONSTRUCTION SET w, T,11.'i2NE R" lee M aa 4 \ •,1 1l I S �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIiIIIIIItllllllllllllllllltllilllllllllllllllllllllllllllllllllllllll"l�ll,lll'lll ft +' I - _ _ •• 1 F , .. i- T� wr.w .,rte." i• .�.+I a ati 9r„ nxl 0-1 IWowaool �� 6 E x 5 4 3 1 6 E x �5 n Q2 1 i ww, ori 11 10�o d _ -------- �---- - - I - - 00' OF I I I I Y i I I I I r i I I I I N U I I � I _ I � • � cJ� w a + I rl -- -- -- - - - - - E IST I MAIN k + O 11 \ C CENTER SOFFIT V 11 I o < MAIL ' INAT IR SUPPL 0 I + _ T SOFFIT W/ IGHT!NG i [I24 �__ + W I N I IECIC. NT ! I - 1 I I o HALLWA • b'.• - - OFFICE - - _ I ELEG [125 j� ' ' I 9'-S- rDF _iRoom 'E - Ix TKt Y�OD 801*IT - Li;, + - ?2� y c =_ - Q C I r 8' A F _ H h b JEC ON bT • [1 3 EMPLOYER'S H EQ. EQ B ue s• - - - - RE6Eo, _H I B _ 221RK I CENTER \� 9 -0_A F -- ` I -�- j = _- -- -- I B R T TI - - -- --- - bUbP. ACT GMI C C - - - _ — .i p - A ION EQ I 2 - ' G:'EN TO ABOVE - ` / - _ _. - 6EE MAIN LEVEL I -b + - - -- — I , REFLECTED CEILING �__ /i - I - I I --- , 8 6' AF _ , 8' 6' A PLAN D -111 - - C- -, _ CONFERENCE ! I s _ _ _ I _ _ K I G BROOM c #_ - -- n1 — - -- - — - — - - --- - — p —. - - — e' - B EXISTING w gyp' LEADERSHIP _ i I' ;i ��' iii�I I u �I I ! FIXTURE I � DE' ENT I I! 'I I II I�I + li I a e' - - EXISTING � I G I _— - I CEILING HT Gl'/ BD � ! r a: L i �' I. �,I,r. �+ y W I I I I I I I, _.{�-__._-....__.�.-_...�' 1 d » -- --- - 4!'F AF F 9'-0' FF 9 -0' A F - --- �I F - 5 lldt ��CL E CaL EQ. 2 ! - I -r 'Sf _ �_ _ - 8 -6 A F 1-_ I - FY I N • / \ CENTER RECE"ED LFGHTb _ _- _ - E® E ®\ E NAL Y ON GRID AND PENDANT H Ed E --- D- E A H H H 8'-0' AFF 12I •.! / 1 I LIGHT PIXTLM (TYPICAL) - - p �` - -- - / I D -� GYP. - 14] - - - - F J EG1. GL K 27700 - - - -- - 8'- ' AFF / 8 -6' A F vil - -a"e F JI 1 - - 4 - - --..-. RE A/ - - WO U j2 I __ ---- - - b - - - SAT __- _ O 8'-6 AFF - II- 0.- W --- E E [rll E --- e ` I I p - - - ^` G -� --- O W I AFF H - - -}, - - I I / D 6 8 -6' A R D 8 ( - u. E E - -- - - T-- GYP. V) -- N WAY - - -• - _ _ fF SID 8 Z • O -- - _ K __ F W 0��r I AT Ot IC ---- � -- - _ .z. - _: � -- - ----- E -- �"� 1 _ �y 104 AF OFFICE -- II 09� I 10 I 1 TE !_ _ Gb _ UNDER CABINET LIGHT 'L' I E 2 3 - , - - G _ - -- -- - - I 4 SEE PLAN SHT. A21 AND - 8, 6:A - F _ - A - _ I DETAIL 5HT. Al.i I _� - d 0' A F FF 9'-0' AFF / • H �' q 8'-6 A 8'-6' A 8'-6' A F 8 -6' A — DID i „I — - - - -- - K -- - �___ -- - I �"� '^ K K - �_.rk - d K III OE 00 EGRE89/PATH/EME 'Y/ ' Ix T40 WOOD SOFFIT WDER CABINET LIGHT 'L' - Ix NIGHT LIGHT EFFICIENT TO MEET -- $EE PIAN bNT. A2.1 AND TKa LLIOOC SOFFIT Ix TIG WOOD SOFFIT i DETAIL SHT. A1.1 CODE FOOT-CANDLE LEVELS, TYP. � TSG WOOD SOFFIT V 4 O H O REFLECTED CEILING NOTES �� LEVEL I. AT GYPSUM BOARD CEILIF'G5 IN RMS. IM, 120, 208, 4 209, PLAN FRAME USING 2X&'S 0 24'O.C. AT OTHER GYP. 3D. LOCATION'S NORTH MAIN LEVEL PLAN (EXCEPT AT ATRIUM 50FFIT)FRAME USING 2X4'5 • 24'O.C. _, REFL E CTE D CEILING FLANNORTH 2. FOR EACH FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE Z r2---�fREFLEC:TED CE IL ING-c PLAN IN DIV15ION 16. A�j I SCALE: lis•:I'_e• 3. ALL FlkivATE OFFICES TO HAVE SINGLE INDIVIDUAL A�•I SCALE: lis••('-�' SWI7CH EXCEPT A9 INDICATED. OL 4. VERIFY SWITCH LOCATIONS WITH OWNER Il._ 5. AT Ft". 226, MATCH EXISTING CEILING WHERE INDICATED. .t1 9 -9tRUGTURE (2)FIXTURE HANGING CABLES b. WIRE NEW EXTERIOR LIGHT FIXTURES TO EXISTING TIME CLOCK Z SPRING CLIP AT OPPOSITE CORNERS CONTROLS. b 6. VERTICAL COMPRESSION 9TRU! AT EACH LATERAL BRACE LOCATION. STRUT SECURED TO STMJCTURE -� 1. PROvIDE OCCUPANCY SENSORS W/ OVERRIDE SWITCHES • ALL U i M OF 3/4 INCH B H.D. TUBING WITH SPRING CLIPS SI EACH END AS AREAS EXCEPT RM. 1?2 4 HALLWAYS/PASSAGES. MANUFACTURED E'i7 ROBLIN PRODUCT SYSTEMS, OR SIMILAR. GONNF_CTION 4 5 DEVICES TO BE OF APPROVED TYPE AND HAVE 100X. COMPATIBILITY. T-BARLIGHT REFLECTED CEILING 5YM15OL-5 Q AT HANGERS MORE THAN iib OUT OF PLUMB, PROVIDE COUNTER SLOPE •f] GAUGE SUPPORT WIRE CLIPS Al TWO CEILING GRID • 45' EACH WAY \ COMPRESSION LU 3 8 1. HANGERS. -. DIAGONAL T • I?' — ~ ` COMPRESSION ^OMER$ O.C. EA. WAY 2 x 4 FIXTURE - WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE A � � v S. TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE t!klj 4 ENSION FOR SPAN$ O X A MAX 1 4'-m' 4'-(�, ? EXCEEDING 48 INCHE5 SHALL BE A MINIMUM OF BACK-TO-BACK 1 1/4 INCH �-Q 3/4' HEAVY INDIRECT FIXTURE (J -- -�----------� COLD ROLLED CHANNELS. DUTY \ DIR'ECTANDIRECT LIGHTING J TUBING `� \ LL w _- i' MAX, LATERAL_BRACE AT I?' O.C. EACH ANCHOR t0 STRUCTURE TO HAVE I•Dm LBS.MINIMUM WITHDRAWAL � ? x ? FIXTURE (PRISMATIC) S. STRENGTH. Q MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSION SYSTEM \\� REVISIONS - AT 4'-m' CC, SUPPORTED LIGHT FIXTURE SUPPORT • ❑ RECESSED DOWNLIGHT IREVISI0 10. A. WITH 'INTERMEDIATE DUTY' SUSPENSION 9791EM9, I? GA. I. MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSION SYSTEMS AT HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS � 4'-®' O.C., SUPPORTED WITH NO. 12 WIRE& AT 4'-0' O-C. (OR NO. 10 WIRE13 WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - CROGG RUNNER \ R�("ESSED WALL WASHER CEILING GRID- J IZ/19/00 At 9'-fa` O,C.). HANGER AtTAC1-IMENT SHALL SUPPORT SX CEILING LOAD, TANDEM FIXTURES MAY USE COMMON WIRES. - HANGER WIRE AT \ l•°❑ WALL MTD. FIXTURE 50 LBS. MINIMUM. B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE 45' FOUR WAYS \ (2)•12 GA. SLACK WIRES FROM THE FIXTURE HOUSING TO SPRING CLIP MAIN BEAM 2. CROSb RUNNERS SUPPORTED BY MAIN RUNNERS OR CROSS RUNNERS. THE STRUCTURE ABOVE, O I SAFETY CABLE ATTACHED ---� PEF.DANT FIXTURE G. LIGHT FIXTURES IN EXCESS OF 56 LBS. SHALL BE TO CEILING GRID FIXTURE _- PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETEK. SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. COMPRESSION TYPICA! BRACING= HOUSING, THEN WRAF=i aO GROSS M:,iN I� WALL SCONCE FIXTURE j• D. ALL LIGHTING SHALL BE POSITIVELY TEE OAR TO POST CONNECTION ROUND FIXTURE HANKsi`Ys RUMMER RUNNER HANGER SYSTEM TO BEGIN WITHIN 8 INCHES OF PEF:IMETER THE CEILING SUSPENSION SYSTEM WITH TEE BAR ' 4. LIGHT CLIPS OR SIMILAR DEVICES. MAXIMUM LOAD - 354 LOS. CABLE MIN. 4 TIMES ® EXIT SIGN 1'10DIFIED - CAPITOL TESTS - 196 SECURE AT DIAG. SUPPLY AIR GRILLE LATERAL BF�AGINI's SYSTEM O G N b FEEL OF PERIMETER AND GOIQNlEIE9 NOT CONTAINING ® SET GATE - 9/13/�p D. WITHIN 2 INCHES M CROSS RUNNER INTERSECTION. (4)-12 GA. WIRES ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING GRID, THAT T-BAR CLIPS, RETURN AIR GRILLE SEoJRED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH I? DOES NOT ALIGN WITH THE 4-WAY BRACING OF THE CEILWYs GRID,MUST HAVE FILE - AS-I OTHER IN PLAN At AN ANGLE NOT EXCEEDING 46 DEGREES FROM ITS OWN LATERAL BRACING PER NOTE S ABOVE, At 1?' OG.MMIP1lX't. (� EXHAUST FAN FILEAMAJOB - 993103 CEILING PLANE. BRACE AT 12 FEET O.G. EACH WAY. In LATERAL BRACING- RECESS MOUNTED 5115PENDE D CEILING C typ for aUSP =HOED CEILING LIGHT I� I �TU� �J�� Q�T } EMERGENCY/EGRESS LIGHTING D^l�!-!� CHK - RAS NTS COMPLY WITH U.B.C. TABLE 25-A 0SOCLG01 _ P N.Tb. M' VS�GLGm? N.T.S. OWCLW3 0000 DRAFT STOP ABOVE GE IL INCi O � 1 a � Y -- OF 5HEET5 13ONSTRU13TION 1 553ET euv:000•ort3+ 41 a 1 14 - ....,..... .... .,:-..-r.-.,.n'.0 r.,._M.wrHv.,-.w.-wNr.p.w - i. r.. . . •6r., - - - it mr loal4tq • , --«.. .. �_�,Er.1M."'.rr ,.,_. _.Lid�S4� .. .. - .... �!�FV'u .. .....w,yw:'^!•,r.M1.,... '. 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" � ., ...m.mflW+rw�ll�d'.'N"....MywMM+.+ 4' - +'+rr.ww«..r.rr.ruw�r..r.w+awl r��w. w:+w•»®w-cn�sowww7+.c+arrt.+ror..wr.m�.«...nn.�,:,.... ...nn«+•'9.ort•,s.•w.a.w.w,..w• �.�Y.�wwn-.-..MMl.sv lM.�+`+A,»wn..iliwuwiw [dt 5: :?t If s- _- 1'-0' `�T x.n9 _— 21'J• M1 rL STUDS 05:1!0 �j gS-pI ' -SOLId CHERRY -- as-pa■ r 2 �}" MTL STUDS � TYP � 1 CAEIINE'l I�D'r - 3/4• TYP as SK CAVI \�\�\ \�\`-�• ��-PAGE OF WALL (P1�VIDE 111/P. LAM y FADE 1 EC�GIES LAV- CGNI' BACKING TOP 4 s MELAMINE • ALL OTHER /-01w'1T GEILIIrCs TILE I ACOUST CEILINGS TILE u cu I BOTTOM) NONEXP06ED 6UW/CE3 • • / l • •� U CAY % DETAIL C� 3••I'-0' _ _ Fy Yc4ul --{ABINET BODY - 3/4' �nj I ti10 0 -�► -_-I--O� / W/ P. LAP" • FACE 4 ECXaEO ACE OF ATTACHED UFA MELAMINE • ALL. OTHER E/r♦' GYP BG SOF 2-3 NONEXPOSED &AWAGEe TMP � �' OF OPEN-' 3/4' MAPLE VENEER W/ LIRAGINCi AS �Qil cam+-z i0 I Q DOORS - 3/4' 'i OF I W RA-UII DOORS - 3/4' MIDF Ill/ --- 1,51.5 14' SOLID CHERRY SOLID EDGER • • P. LA' I * FACE, EDGES soi• P, LAM •FACE, EDGES IL A•Ze BACK --2�' HORIZ STUD • EA TYI MTL STUD OPE„_3 Aw AND BASK TYP _ _ �- IM's AS REWIRED WALL STUD LAYOUP N11111, b' GYP E1D L- AGOIIST CEILING !�_ IIt I I CONT LEDGER ATTACHED p �--V4' MELAMINE BACK YP K / + I 7711 I 10 IR' TO FACE OF WALL % "• -I - —V4' MELAMINF, BACK n I ADJ 81-IEL VEB - 3/4' MDI AGJ SHELVES - 3/4° MDR i GORE R DEAD W/MELAMINE ALL SIDES r W/MELAMINE ALL SIDES = �TYP '! z F- �' PNOVIC>E 4 MTL SUPPORT FIM01ADE 4 MTL SUPPORT .- O l I l I I iv -I CLIPS PER SHELF 1 CLIPS PER 544ELF / 0 0 0 o TMCO�NER DEAD O o 0 0 5/06 GYP 50 < W a MOUNTING HOLES • I' OC MOUNTING HOLES • I' OC o 0 r r Y� IN END PANELS IN •SID PANELS --- -- - �4 W RAIL • TOP 1 4! ---4' W RAIL • TOP 1 71!' ►IORII S1lb • EA O Z 0 'ir l COMMR DEAD V \� I I ` -- BOTTOM (JF CABINET — BOTTOM OF GADMIET WL.LL STUD LAYOUT �. TYP is %4 3_ U i ' - / MIEL.AMINE 150TTOM SHELF �-�- � `�--MELAMINE BOTTOM SHELF � I � 0 6 21.0' HORIZ STUD • EA VARIES SEE F:.l:f'. � VARIES SEE RG.P. VARIEt. SEE R.C.P. O WALL STUD LAYOUT •� UNDER-CABINET' LIGWT 'UNDER--ABINET LKsHT _- _ B 5555-- �`- ., '' •` - � 5555-- -- WHERE NOTED WHERE N('TED WIRE PULLS TYP WIRE PULLS TYP ~ uJ _ 0 < H CABINET UU/ DOORS 3 UPPER CE3INET UJ/ BOORS 4 SOFFIT SECTION SOFFIT SECTION SOFFIT SECTION UPPER 0 i, \ \ / I I ` \ / A1.1 I I/1• I'-0' U-CABI A1.) 1 In' • I'-0' U-CAD-2 A1,1 1 i/2' . I'-O' SOF-I A1.1 I I/1• . I'-O' SOF-2 A1.1 1 V2' . 1'-Ip• SOF-3 � I zy � -FACE OF WALL (PROVIDE FACE OF WALL (PROVIDE -- -� - - 2'-0• DONT RACKING TOP 1 - ---? '�•- - CONT BACKING TOP 4 < BOTTOM - SEE 11/A9.1) BOTTOM) CHERRY TRIM BAGKSPLASH RETURNS PER ELEVATIONS / 1W GYP, DD, BACKAP LASH - 3/4' MDF - ^- -- -BACKbICLASH - 3/4' MDF (2)2X4 STUDO W/ PL LAM • FACE d 1•_8• LLV P. LAM • FACE 1 ALL EXPOSED EDGES * I - 5555- ALL EXPOSED EDGES CARPET CARPET 6 /6 1 3 CABINET BODY - 3/4' MDF I 5555 --- -- CABINET BOpY - 9/4' MDF - -- -- _ W/ Pl- LAM • COUNTERTOP, W/ P. LAM • COUNTERTOP, _ END PNLS, FACE 1 EDGES -C^4UBR `�LIDL�S END PNLS,FACE 1 EDGES p /4 MAPLE VENEER MELAMINE • ALL OTHER PER SPECS MELAMINE= • ALL OTHER = - • NONEXPOSED SURFACE° Q - - - - - - - NONEXI°r�SED SIiRFACEs '' M IIJO SOLID EDGE 1- 4• W RAIL • TOP a � - 5555- 4° W RAIL • TOP a '--.• -_ SLATE v 1i v. , v W • WIRE PULLS TYP BOTTOM OF CABNNET W BOTTOM OF CABINET --- / \ DOORS - 3/4' MDF W/ -gRAu>Elt - j/4' MDF \ - V2' SOLID Cb9my >y \ PL LAM • FACE. EDGES S - - - - �T, [;7' SIDES 4 -- _ ARPET AND BACK 3 BACK, 1/4' BOTTOM W/ ADJ SHELVES - 3/4' MDF e + 5555 - P. LAM • F:CE 4 EDGES, . e.. W/MELAMINE ALL SIDES m I MELAMINE • tVRAWER INT t!/O PLYWOOD ;;•:i, I I I I '(�/' _� 3/4 MAPLE VENEER PROVIDE 4 MTL SUPPORT W (WIRE PULLS T'fr � CLIPS PER SHELF 1 WTN SOLID EDGE SLATE MOUNTING HOLES • 1' OC - - - _-- DRAWER HE<04T6 VARY U v IN END PANtL6 -`_ W/CABINET ELEVATIONS S• / BASE PER FIN Of-WED 8 I/8'MIN 1/4' MELAMINE BACK BASE PER FIN SCHED I/4' MDF BACK Irl• SCXID CHERRY b PL LAM • BOTTOM SHELF - s (2)CONT 41U BASE RAILS (2)CONT 4111 BASE RAILS d. p U)/ STRETCHERS • 24' OC '+I �'' W/ STRETCHERS • 24' OG p ' . , FINISH FLOOR - SHIM CAd 3 FINISH FLOOR - SHIM CAB d d d �• ' FEATURE WALL SECTION ;•� AS NECESSARY TO LEVEL -� AS NECESSARY TO LEVEL FLOOR TRANSITION Al 1 31 L e LOUDER CA51NET W/DOORS 9 LOUDER CA51NET W/DRAINERS Im RELITE SECTION OPENING DETAIL _ 3 �lTl ! . 18.00 PLR-TRI A'1,1 I :�' ■ I'-®• BS•DR A1,) 1 Irl' ■ I'-0' BS-DRAW A1.1 3. 411'.0. OPEN-I A I.I 11/2. ■ I'-O OPEN-iV 24' 2'-0' FACE OF WALL (PROVIDE I' FABRIC UIRAPPED --_ 19• - - 1'-5' MAX TO CONTROL C-CNT BACKING TOP 1 ACOUSTICAL FIBER GLASS PANEL MAX. -- 4• DACK$Pl-ASH COTTOM) 1 b}' X 3 V,i' X tV -ETCHED GLASS '%' WOOD CAP TUBE STL POST �• PLYWOOD \� RJR COLUMN 12' X 12' �� SOAP DISPENSER — ADA FAUCET �,/ 2'x10• 024' O . lF'iiwl �j 11, M SMG RIM - WHERE I I I °ECTION b S . NOTED t •BACK,SPLASH - 3/4' MDF / I FIR TRIM I SELF EDGP-LAM W/E Ni W/ PL LAM • FACE a � �" GYP. �- ALL EXPOSED EDGES - CHERRY rRIM _ I � . � G".C31NET BODY - 3/4' MDF / W/ PL LAM • COUNTERTOP. - --- -- "� END PHLS,FACE EDGES - --_- -- BLOCKING FUR 4 AT ALL OTHER �; 024' O.C. - / EX4mOSED SURFACES 4' W RAIL • TOP 1 '+y" PL A �f \ / BOTTOM OF CABINET - r■1 IRON FLAT PIECE ` /, - b IR' DEEP ADA. SING 2 sro' 2 y I I y PAL. 1 111RAF' SUPPL I / DRAM 3/ I t� ` HEADER �, i PIPES UI/INSULATION HORIZONTAL - I G.L. BEAM --wIRE HORIzoNTAL SECTION Z� I SECT ON . INSULATE E r,. ALLOWABLE 9QJIP. AREA SUPPLY 1 WASTE n pOpR6 - 3/4' MDF W/r°L LAM SPACE,EDGES 4 RACK It I by' X I �}" X ~ti' \1� 6• E EXTRUDED ALUMIPLJM 12' W GL.COLUMN - 116' OPENINGS 4IINGEB \ \• —CHERRY TRIM / D D ,• _ – G►NAPONEL i• -BASE (MER FIN - I 1 1 j TOE KICK - TO ISE I --MAPLE REMOVED WEN WHEEL- ) I I 4AIR ACCESSIBILITY IS �J s i REc.`IIREC ETCHED GLASS (2)4' BASE RAILS � IRON 4' LEDC!R AT EACH SIDE ASNECESSARYTOL EVEL CAS I'4WOOD CAP — SECTION LAVATORY ,6 A.D.A. SINK CABINET Id SOFFIT SECTION � ��, 1 `�\ Ag.l I ■ I'-O' LAVA A�.I I IR' ■ I'-C 135-SK \!:-0101 l.l I Irl' ■ I'-C - t w )) �' EASED EDGE SU REAM -'v SOLID WOOD C,".P n, ATE 5 4' - 143• x 1 Iq' x 1/6• O GEMENT TIOUS EXTRUDF_D ALUMINUM (�/ 1 FI!!E INC CHAMIEL 4L. 1 GHER!!Y TRIM ' PLl'wom - \ 4 -UIIRAP ' TYPE 'X' b w Y AROUND �- \` �. GYP. ROUT ATE �ID Ups— ~ 1 I Y WOOD 5LOCKW-s - v_ SWI 7 GYP. STL PLATE WELLED TO r '�'� 1 I CEIL F�iN19N TI 15E gTL POST I. A TACKAB`E _-' '! . PLl'lW�'2D - REVISIONS - ELEVA 11!1'•1'-0• - --- WALLGl7VERING - it - 'I' MAPLE VEINEER RECESSED SLAB / COI. 1/S' IRON PI-ATE FOIL SLATE �/ ' x _ 4" 2 Irl' X 2 I/2' X tv' OIL TUBE • PARTrrIaN TE 3' r R' WOOD s*. 2�A• A�`� �- STEEL MOUNTIWs PER P'1FR'S REQTttBA - END AND INTERMEDIATES 5 (2)5/8' WA EXP STUD OR BOLT - - 00 iv FACTORY FIN STEEL � 4 4' CEILING TRACK I I -STEEL PLATE UELDED TO --5555-- -- - Ir 10 GA. BBN MTL. TUBE STEEL POST `• L 2' 41/2' 2 Irl' 2 Irl' 4 1/2' 1 2' ATE 'A ALE ' TINUOUD –WOOD BLOC•IKING - —�e- -----�►' SGII�T-STUDS I N•DIVIDUAL MOVEABLE TOP OF SLAB MODIFIED - ELATE -- 11•b• _ - 2y�• _ WALL PANELS PAINTED WD -RIM SET DATE - SA3/00 SLATE - --- - �J5/9,cAD I 1�4 I 3 4' FILE - Al-I 47� .� AMAA JOB - 953203 ��,q� yy' RADIUS EDGE VERTICAL • RECESSED SLAB FOR SLATE SECTION a DWN -R15 CHC - RAb I PARTIAL ISL 3'■I'-O' SOLID WOOD PARTIAL UT PART I T I ON Js; lei ATRIUM COLUMN �, PRESENTATION RAID 1`1OVEABLE WALL TRACK. 23 WITH GLASS INSERTS Z4 RELITE SECTION COLiJMNICOLUMN-P A�.I E' . 1'•O' PR-RAtL ACJ 3' I'-0' SLDHEADI AJ 3' ■ 1'-0' F311-S Al.l 3' ■ I'-0• CA"'EN-3 MI All at C4 Y – OF EET CFJNSTRUC ICN S on L IK•1 11 ., 59:' tillll ..' ..,,wYrl �it� � •e„ r„ & .-NE? .".T - - - „ , .. ...........,..,.,,,..u-.c.. ..vs�wrMMi•Tir�� b^w-.. ai�sr,�- .. -J"'� �- , 2 ' 9 i0 r 12 14 - , ,��Iil�t� � dill , �IIlI�1 �� 1 1111!{I illlliill111111 IIIlIIIIIIIIIII 1111111 1111111 Illllltlllillll lllIIICIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII a, 1 -yams IINI�INIINN1��' N1IIIMIIIN1�Ifil t .�• a �iitk4r�r r , i / ^ ....r-+rp. ,r« rwr•..ra, •. ..,....,.,,,...•.•r.r_ .. _ . ..-. X" .., � r ._. .,<. ._ ...», .... ... . ,- .. ... irYfr/Y� . Cs. a': ,...�'*. .• ._..... .:.-.......aMnV — r .. - ..._.. a •r.-,....,,..v....z.....+•a..+.►wn+ixra. w.rwcsww..r.r. r.,w . r.w,.n°.w.r . � ...•rr.'+w.v-..rnlT-C•'.-..,ewe.-ICM..'vo°MAlw1.!�M.f11 ■..IrYY.c++IIWI ..p.• ..t........,...-.i....: :, r • a , ri OF o1v +m- swo A r SA-S Tlri P-WW I I I ' I I / I I / I I ® !I I OF 00� 3 III I / � I Z f„ 9 ) e I a- < U 10 4 _ e sr n• I I I13 to W _ � u \\\ 11 _ -- - - -- -- -- -- -- -- -- —YYALL OlLQU - -- IOANTiLENR \\ AT7110' sS - GARPET AREA _ \ 7' X13* eTR)IGER U AV10 y Q \\ • I 21 xv z y i \ a a 7' x • e _ --(7)7' x C' STRWOER i i� \ —� �� II -- 7' )tIO' L --� I IIL•Ippl GOI�[R I r I II I I O I I CANTILEVER II Tq' TA AT Y' A QSTAIR SECTION ,m STAIR ENLARGED PLAN e.i2 EGALE:4y'.I'.m• 6TR-9 Al$ SCALE: etR-I. G�lRRT SOLID CA Iftity 60.1D 1 IRL Rall= O� R.l�• !/4' V, FC••1• A _— E (7{RRY SOLID s1A/OMAIL /m�QQ97 QO a HE Ell, STEEL 014)IVIT' SOLID f ERAIXET y •OOO�SSS777 OTEM. STEL MAfORAIL STEEL OALLYTW OALLYTlRS SI BALUSTERS 7-Y4' X NSTlsl ' L A, ORAOCET 8- 12 PLAT' rY' IsN l Sen rLA`!%L DED TO [� h' eTL R.AT! rT•! 4• X 17' n RAT[ LVED TO �,' eTL PL a S, Y' MAPLE •' si' SOLD GNlRRY RASE I 7' x 10' *Twft el A' MArL! S'. i RlILL S CARPET RNLL 4 `sa a — > URLDM On A e j / W \ f. 7' x W. y / ' X o• eLoaclrn AT M'OG CAIRT L —cam 7' x tl' &TR.NMPt V 7' x D' 7' X IO' I I ��w vPL +r ►- 0421wr TRM / Z rr / / RAOlbtl CNAM�L 41314 GTT.WHIT / / OTT.SOWIT REVIEAQAe - ELEVATION SECTION SECTION 1711� , -- T X .' _ 7' x O' GTPMWR T'I-.OD MODFlED - e[T DATE SASIVV RLE - Al-7A AMM xe - !!)70) WN - Im G1)C - RAe 's = STAIR DETAIL „ STAIR DETAIL 73 STAIR DETAIL A11 6GALE: I b7•.I'•0' eTR-I 5SCA:._E: I I/7•.P-0' ea-I C2BGALE: I b7•.I'-0• Asf x OF 6NEET6 L �..�...- .�._..,. CONSTRUCTION UE;T ...... MEN TryYM3'. m.�r•-•.... _._.__.. ___.._._ �T�fw .,awn...nw.+lp^.^••.w.wwAnwsn.vr�wvsur -um.: r , + rr ! I • �t� � �• 111111IIIIIIIIIIItIiIIIIIIIIiIItIIIIHIIIIIIIIIINIllllllllllllllllllllllllllglllllllllllllllllllllll�llllllllllllllllllllllllll N (1 • P �LL'+ 04CFS- x-IwFO U ARC, -V J'j, Iwa cJ O O�,�G F s _ Z < U • 0 u < 0 -- \ E X I - �c-3 O - 2 U o o • _ C-3 C-3-- / C-3 C-3 T-I z4T.1 T-I TYP. O ❑ ❑ C-2 c� ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ I❑ ❑ ❑ ❑ El C] CU ❑ ❑ O cl ❑ n ❑ e- G ❑ ~ ❑ O ❑ ❑ ❑ 11 ❑ ^ � Q O ❑ ❑ c-1��\ ��> J lj l .J c-2 C-3 G -2 � U ❑ "2 - /c / �, i C-2 C-3 7 ❑ ❑ ❑ Cl ❑ G-3 C-3 10 E3 LL4;; I±E== y � O 'I� w e C-3 C-3 C-3 s .4PLAN AI NORTH � LAN LOI�Ei? LEVEL LOOK' FINi�I-4 PLAN NORTH a MAN LEVEL FLOOR FINISH PLAN A8.1 SCALE: Vo'■I'-m' A8.) SCALE: '%'•I'-®' Q Z V. O KEY — J NEW BASE STARTING POINTS LL EXISTING MASE STOPPING DINTS - IvEvlslvNs - MODIFIED - GET DATE - 9/13/00 FILE - AS-1 0,1AA JOB - 993203 DIW -IF,D CI-K - R.4s! i � o �r1 Quui 1L OF !!Nf f TS L CONSTRUCTION u9T >tw ' 16 a Y �z.. � I �1� '� :i(IU a �� 1� 111111 •'� � � `t• � .. Illtlllllll (llllllllllllll IIIIIII�Iilllil IIINIIIIIIIIII IIIIIIYIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIII, IIIIIIIIII � M, ------------ • 1n111INt�1�111�M111�111�TII _ • f . ................-•.-.♦,..r.,.. .�•....rM-..raw..,,, - � ,. j ,�, s ...y.-rf,Sts ♦-. l+�w�t- .-.......'a.wn�.�Ww�rw.,Mw....�1�i.1iM�. , .� r.� . .,^'y'1i'+r;+n�e,allMYrY�u.-• R1sMYr�+M��m.iWw� 1 ��. .. .. ,>.,y„ - s..wy�y�-,..,.=.,man. .. ..,- .... .::.,.... ... .. _.„._._. 'V..ae+AM�• .,.. .., � .. .w..w-w�w�..+..r....e►s.......�.•.w..ee•.�r•.*.,r,,,.+n...ay..s-.. - .. ,.. -. .. ..-, +.,..�.w.-._....♦ .... _.�.-............- _. ., -_. .s.-.. R�• . �:xr • jr. �S 1i t• ._7 STRUCTURAL NOTES GENERAL WOOD F AMINU r 1. These notes set minimum standards for construction. The Drowings govern ser grades to be as follows (unless otherwise noted): 1. All lumbar ewes Gild root over the general notes to the extent show,, o. Joists, booms and stringers Douglas Fir /2 2. Contractor shall verify all dimensions and conditions on Drawings and in 6 inch, nominal and greater booms Dwglos Fir #1 field. Cowdinote locations of openings lhroup floors, roofs and walls and stringers with architectural, mechanical and electrical drawings. Notify VLMK b, Bucks, blocking, bridging Ac mla:. Doug. Fir or Hem Fir #3 Consulting Engineers (VLMK) of any discrepancies or if actual conditions c. 2 X 4 studs Doug. Fir "studs" differ from those shown or noted. d. 2 X 6 studs k larger Douglas Fir Nl 3. Contractor shall provide oil necessary temporary support prior to e. Sills, Ibdgws, plates, etc embedded Pressure treated Hem Fir 02 completion of vortir•nl cr.? lateral food sywtouls. ANK 'us not been in or in contact with concrete retained to provide any swvrces related to jab site sorety I. Posts Douglas Fir /1 precautions, or to review the means, methods, techniques, sequences, or 2. Roof, floor and wall sheathing to to APA Rated Sheathing, Exposure 1, � (Aprocedures for the contracts+ to perform worts Unlesrr we ore conforming to APA performance standard PS 1-83 and to ICBO NER-108. See specifically retained and compensated to do Olnerwise, aur work is Drawings for required thickness of sheathing and/or span rating. �-. limited to the design of won described on o.,r Drawings far this Install roof and floor sheathing with long dimension perpendicular to < V project• supports and stoggw end oxtts (unless otherwise noted it Drawings). W o 4. Where reference is made to ASTM, NSC, ACI a other stondor,!. the latest Use Spacer tool to provide 1,/8 inch and Gill edge pints, xnw�ding In issue shall apply, tongue and groove joints ?stall 2 x 4 Gr thicker blocking at 5. Inspection and/or, job supervision is not provided by ANK. unsupported joints in wall sheathing. Block roof or flow sheathing r 6. Ncompliance I work shall be in strict cpliance with the latest edition of the where noted on Drowir.ga. OU Uniform Building Code (UBC) os amended by the State of Oregon and oil 3. Framing anchors, joist hangers, vast coos, etc. to be "Simpson" or other state and io_-d building requiemantt that apply. approved equal. 7. Design criteria: 4. All bolt hoods ona nuts bowing on woos, to be provided with a washer. < ,+r o Basic roof live load 25 PSF 5. NI nailing to be not Toole 23--n-Q of the latest edition of the Uniform Floor b. Flolive load 50 PSI, flu.ioing C,)d+. Nails coiled for on the Drawings ore to be common nods. c. Mind 80 MPH Exposure B 6. Cutthig and notching of joists not allowed. 1 Inch diameter note may be Ifl d. Seismic Zone 3 drilled in the center 1/3 of the member depth. All other holes to be d. Mechanical equipment, mechanical and sprinkler piping forger that) 2 approvea by Engineer. W inches in diameter or any other items producing a hanger or support load 7 Studs may be nntchael ') the lower 1/5 of the height of stud for electric 0 of over 50 pounds shall be hung by a system opFroved by vUN. Any and plumbing pipet, b.1 nr part of the notch is to be deeper than 251E of hanger or support Producing a fond over 200 pounds shall have additional width of stud. Hoses of alometwo up to 1/3 of width of stud may be training Installed to transfer theta foods to the main structural booms drilled in stud. � U or wolf unlem otheraiM approved. 9. These Drawings have been prepared solely for use in the construction of the TOC Mona9err+ent Sw*," Building Addition project located in Tigard, 8. NI laminated becma to be Douglas Fir with Fb - 2400 psi per AITC 117 p ogon. Possession of these Drawings does not grant a license to Specification. Combination 24F-V4 for simple Spon beans, dl others to w construct or fabricate the whole, or ports of this project ill other 24F-V8. l.t>rninoted :dumnr to be any combination symbol and grade with locations. Fc 1500 psi minimum and E - 1,80Q000 psi minimum. Appearence prods ♦ < to be industrial, unless otherwise noted or, Drowings. AITC w A.P.A- E.W.S. Certificate required. Use watern-wt glue. SITE VXZ SPECIAL INSEECTION IRMAM NOTES: WIXID 1. DURATION REFERS TIME AND FREQUENCY OF INSPECTION FOR THIE PORTIONS OF WORK INDICATED ABOVE 1. Remove ori organic material and towsoil tram areas under the building Of URQ � rid , C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE under pawed areas WORK REQUIRING SPECIAL INSPECTION. 2. Fill material to consist of o Wanulor moterid or conditioned site 1. All joists (TJI's) sholl be manufactured and designed by Trus Joist CODE REQUIRED SPECIAL. INSPECTION AND MATERIALS TESTING PROGRAM S GINS`ECT.GWG P - PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY N material. Pfae fell in IiRe not to exceed 8 inches and compact to 9Sx Corporation ora rive o roved TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT P P PD joint monutncturer with ICBG approval to DRAWINGS AND SPECIFICATIONS. standard ASlT+/ 0-1537 under footings, under p,-%4d areas and under fluor the folic wing food req.:irementa: /DINOATION= AND 90" DIXtAT1t211 MRPECTION AMNIC1!3. 2. 114E INSPECTION AGENCIES ARE AS FOLLOWS: tT txloss R t N Bass material i ately under to be 8 inches lover compacted ROOF JOISTS: �4 and Subgrode Compaction RN. Project Specifications P Gwlechnicd ENGINEER: AUK ENGINEERS ushed rock with Heloss than SW passing ing the number 200 aneaw r:,ru' a. 25 psi live rood (show t drifting) GEOTECHWCAL ENGINEER: GEOOESIGN, INC. 4• See SPOCIRcotia)s for -Idditional information. D. 10 psi dead load top chord , Footing .xcovatlpn and Compoctiaxt -"- - - P Goobchnicol TESTING LAB: TO BE DETERMINED 4+ " c. 5 poi dead load bottom chord TESiLNG LAB SHALL PERFORM !NSPECTI JNS OF ALL PORTIONS OF WORK DESIGNATED IN THE A90VF. PROGRAM. 'T >''&"' d. Allowable Increase in wood member stresses due to duration of lording Footing Form work and Reinforcement _ -��-- n 15% morimum P Testing Lati/Engineer THE SELECTED INSPECTION AGENCY SPALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLCYED BY THE OWNER C" OWNER'S AGENT, NOT - tE CONTRACTOR OR SUBCONTRACTOR, PER U.I.C. SECTION 108.3.5. FOUNDATIONS.S e. Uplift as specified M Uniform Building Code. THE SPECIAL INSPECTORS DUTIES REGARLMG THE PORTIONS Of WORK ARE DESCRIBED IN U.B.C. SECTIONS 1701.S AND 1701.5. (� ; FLOOR JOISTS: - -_ - THE SPECIAL INSPECTOR SMALL BE A WALII PERSON MR40 SHAM. DEMONSTRATE COMPETENCE, TO THE (A�^+ Placement of Reinforcing Steal for Slob-on-Grade P Testing Lab/Engager SATISFACTION OF THE BU4.DING OFFICIAL, FUR L'45PECT10N OF THE PARTICULAR TYPE OF CONSTRUCTION 1. Design rail GoaOe 2n. Inc.psi LL plus l 1 per 00, 20 0, n Invest�Qopon a. 30 pot Iles load (pNres) OR OPERATION REQUIRING SPECIAL MISPECTiOfi. prapored by GeoOseign, Indoted Apr) 18, 2000, 2000, named `Report of b. 20 yaf dead load (partition) _ -- - � fav Oregon.ntea Engineering Services, TOC Office Building Aadltirn, Tigard, e. 23 pot dead rood 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION �� Placement �! 4::nfacMg S4eyi la Reinforced Wall Panels - -.-- 2. NI bridging, bearing hardware, blocking, hangers, etc., that connect to _ P Testing Lab/Engihow MEETING WITH ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AMO SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION RECUIREMENTS. THE STRUCTURAL OBSERVITION REQUIREMENTS SHALL ALSO BE DISCUSSED the joec shall ll per Trus fret Corporation standard detmlls. Flaring of ConaNe fa Ren�forced Slob-on-Geode SM Nob 8, item A C Testing lob DURING THIS MEETING 2. NI footfnps to box an Fx-m, undisturbed soil or approved compacted 3. Jolsl erector shall exercise extreme core during erection of joists to _ _ fill minL-num 18 Inches I`elow find grade. Notify VL.MK before proceeding event the ,ists from buckling ioteroll Use 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: 9r Y P Q W X g o spreader r bora for A) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, If any unusual conditions are encountered in the footing excavations. lifting joists and provide lateral bracing as necessary. Remove any 3. DO not excavate doses than 2:1 elope below footing oxcmwllans. damaged joist from the job site. Do not attempt to reinforce damaged Placing of Concrete for Relnh.:;ed Wall Panels Sae Note 8, Item A C Testlnq Lab 4. Clean dl footing excavations of loose material by hand. joints. - __-- _ PROVIDED BY THE LOCAL JURISDICTION. 5. Excavations may be made under continuous footings fa pipes. Backfill 4. Shop drawings and calculations shall be submitted and stomped Cy on Prior to and During Concrete Placement for B) THE SPECIAL INSPECTOR SHALL OBSERVE THE. WORK FOR CONFORMANCE WITH THE APPROK.O PERMIT DRAWINGS to be approved by Geotoohnical Engineer. engineer registered in the Stato of Oregon. Cost Anchor Boots and Embedment Plates C Testing Lab AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENi1ON OF THE 5. Provide lominoted veneer lumber (LVL) chords an required to accommodate -- --- CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED. TO THE ENGINEER AND YO THE BUILDING OFnCIAL. nailing (diaphragm, straps, or other) which exceeds joist monufocturer DrIW-in Adhesive Anchors. Rods and Dowels Shall - - requirement*. be cantinvously Inspected during tnstallation per ICSO I:vduotion Report C Testing !.ab C) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING _ OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS 6. The joist manufacturer is tc inspect all jofrts niter they how been ---- ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. wetted and floor and/or roof sneothinq, bridging, blockInq, etc., +nos Drilled-in Exponsbn/Wedge Anchors in Concrete per 1{JW Evaluation Report C Testing Lab D) THE SPECIAL INSPECTOR 5HI11 SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL been Installed. Manufacturer that to submit cin acceptable to VLMK that the U.O.N. Nobe on Drawings INSPECTION WAS INSPECTED, A10 WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT I. Strength:c Average '!8 coy eanrreb strength Increase d en jou coat a Inspection coos mode and land piste ore m occeptabls condition Gild inset 97RUCTUM WELDW AND �"S TM �T& DRAWING` AN^ SPECIFICAAONS AAD THE APPUCABLF WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. cured cyNhdw to be o• indicated below plus Inasase OspendinQ on the the monufosturer's design Gild inetoilation requirements. plant's -- standard deviation a as specified In ACI d. Provide mix -- -- 5. DUTIES OF THE CONTRACIOR INCLUDE, 6')T ARE NOT LIMITED TO: I-x ds"@ to Engineer far all concrete to De used. Clearly label MI mix Single Pass FINN Werus '5/16" and smaller P Testing Lab __ A) NOTIFY THE SPECIAL INSPECTOR THA) THE WORK IS READY FOR INSPECTION AS LEAST' 24 HOURS BEFORE SUCH w designs for proposed ata of use. _ _ 't. w.rtimum mix requl►snhonto: STRUL 1R I Lia MISCELLANEOUS 5ILLL High Strength A325N and A49M dolt Installation + i - INSPECTION. r Vw1fy T Bolts Installed to P Testing Lob V Smog Tight' Condition B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIP.LE AND EXPOSED UNTIL IT HAS BEEN OBSERVED Laxation Compressivestrength Slump (o) Minimum Admlxturee _-- AND INDICATED TO P.t IN CONFORtAA N('£ BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. st►sngtll cconte 1. Detailing, fabrication mild erection shall canlortn to the steel APPROVED FARlK'AITJIlN9E C) PROVIDE THE SPlC1Al. INSPECTOR WE1H ACCESS TO Ai�PROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE: F+ content construction manual of AMSC. (psi) (inches) (Ibe.) 2. NI steel W-sections to be A572. Gr. 50 typical unless otherwise noted. Certificate of Compliance must Lw Submitted to the - D) MAINTAIN AT TPE .`OB SITE COPIES OF AL f.'Frn0f;7S SUBMITTED BY THE SPECIAL INSPECTOR. W 3. Ni steel plate, angles, channels, to be A38 typical unless otherwise such tr Engineer of Record, for all 0•f ititJoists FabrlGird r P Testing Lab 6. THE FOLLOWING INSPECTIVINS AND TESTING F,EOUIREI.IENTS SHALL BE PERFORMED I4 ADDITION TO THOSE REQUIRED BY Footings 3000 0-5 470 cions noted. such os Structural Steel, Open Web SIeN (dale Gild Girders U.B.C. SECTIONS 1701.5.1 AND 1701.5.5: vl 4. All structural tubing to be ASTM A300 Grade B. Fy 46 ksi. All steel jou-IGrns, and Pro-cast Concrete, Etceteras h Slobs an 3500 1-� 517 VMA (I) pipe to be ASTM A. (Fy - 3R ksi) or ASTM A53, Type E or S, Grade B (Fy nr.• - E � �«+� C.C. (d) • 35 ksi). OTHER ASPECION REOliir3 i (interior) 5. All welds to be mode by certified welders to AWS standards with E70XX rl•t electrodes.2-4 ;,I� Slabs A. CONCRETE INSPF,.TION AND TESTING REfyworMENTS ^Vr thbr an 3500 wRA 6. OTHER INSPECTION R;.QIJIREMENTS n) CONTINUtxjS 06SERVAl10N Of SLAB Oli GRADE AND WALL CONCRETE PLACEMENT it REQUIRED. (exteGrad9 AF: (c) an A noted otherwise, bolts to be A325N for steel to sten) estanford AND HOItl?>ONTAL � � � - 2) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION T1 REOf I LESS THAN 100 CUBIC 0 rior) Gild A307 for anchor bolts Gild connections with wood. Provide standard plot washers under df bolt reads and auto in contact with wood. Placement of Sheathing and Nall Spacin for YARDS ARE PLACED/. BREAK 1 CYLINDER AT 1 DAYS ANO 2 CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY Wolfs and 3500 2-4 517 NRA 7. g OYLINDER BREAK IS +«SS THAN REQUIRED STRENGTH, HOLD 2 CYU/4KRS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR W Columns PT20 (e; All drilled expansion anchors installed in concrete to be one of the Vwticd Wood and Shear Walls P Tooting Lab/fnginew _ 56 DAY WCAK. OREAK 4TH CYLINDER ONLY IF REWIRED STRC140-k IS NOT MET WITH 2 CYLINDERS AT 28 DAYS. following: "Red Stud' by Wedge Anchor" by 225); or ' wik B.O. 3 W"RIP. THAT THF APPROVED MIX DESIGNS ARE BEING DEUVERED TO THE SITE. BATCH TICKETS SHOULD BE CHEMED rh Miscellaneous 3000 0-5 470 NIRA /1372 ; "Power Stud" b Pon-err Rawl I.C.B. . 5225 : or Kwik Balt II' Wacement of Roof Sheathing Gild NON Spacing �. !/ ) Y ( / ) 9 P Tesr ting Lab/Englnow ) FOR ALL TRULKS ENTERING THE 511E STIMJCIUPAL 011EItVAl10N o. Slump exceeding specified limit al i- not be incorporated in the ac eptt, Inc.only with /4r,wri Other drilled f Engineer. lee anchors ore FOOTING REINFORCEMENT` 4. DRILLED EXPANSION ANCHORS INSPECTION rtEQIJIREM,'NTS ARE. AS FOLLOWS: t'f 4 1) VERIFY EXPAIISION ANCHORS TO BE INSTALLED AR. PER THE DRAWINGS AND SPECIFICATIONS. project except by written npprowl i-om Engineer. acceptable only with prix written approval of Engineer. Inatoll all P Engineer � D. WRA - water reducing agent anehon per manufacturer's hnalructianr. Provide minimum embedment and SUBSTANTIAL COMPLETION - _- )r Enove _ AE - air entrainment spacing unless otherwise noted on Drawings. Special inspection o P _ d. Up to 1-1/2x calc4im chloride (C.C.) allowed during cold weather, required of all expansion anchor installations unless specifically noted AT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING P Engineer ;[�An� NOS e. Pozzotec 20 (PT20) required for all concrete placed below 40 otherwise on Drawings. WALL 4NCHORAOE CONNECTIONS) degreon rt. pert. 8. All drilled epoxy onshore installed in concrete to be one of the 1. THE CONTRACTOR S!1ALL. BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN 3. Use Type I comer t, per ASTM C-150 unless otherwise op;rov►d. following: Epson Ceramic 6 Epoxr Anchor" by ITW/Ramset (LC.D.O• AT COMPLE110N OF THE LATERAL FORCE RESISTING SYSTEM p Engineer ADVANCE OF REQUIRED Ol95EFtVAT10M(S) APPROVAL BY 11iE Ml1NICIPAI I15PIECTOR OCES NOT PRECLUDE 4. Water red to be per ASTM CJJ. /4285) or "t T-Epoxy Tie Adhesive by Simpson Strong Tie (fCBO /4945) OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE S. Wates reducing agent (WRA) stroll be Pdyhned R 1 or Durocom 55 applied Corp. Other drilled epoxy anchors are acceptable only with prior THF INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION at 8 tr per 100 pounds cement. TM plyC- with and b C-434. written approval vi Engineer. Install all anchors per on Drawings, 2. UPON COMPLETION OF WORK 11iE STRUCTURAL. OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL S. Air required, amend shall comply with ASTM C-280 and be 55 t/- 1'X whore Instructions. Provide embedment and spacing noted on Drawings. Special UPON WET STAMP AND SIGNATURE ATTESTING TO THIS ERS OBSERVATIONS POE. THE REPORT SHALL fOElv'1TFY required' inspection is required of oil drilled epoxy anchor Installations. ANY REPORTED DEFICIENCIES WMII H NAVE NOT BEEN RESOLVED. 7. Accelerators: Pozzotec 20 non-chloride for components exposed to weather 9. All drilled expansion required anchors installed in concrete masonry to be "Kwik in the ccmpleted structure (walls, exterior paving, etc.), calcium Bolt If" by Hilti, Inc. (I.C.B.O. /4627). Cost anchor bolts or other chloride in interior slabs on grade. Quantity (dosage) to be determined drilled expansion anchors may be substituted only with prior written by Contractor and approval obtained !ram Enginow prior to the use of approval of Engineer. Expansion bolts Installed In masonry to be accelerators. installed in fully grouted cella, In on sono w aeons a minimum 3 OOtb :11111Mfi M >RMTTAL (WOO OE�k 8. PIOCs and cure all concrete per AL1 codes and sdandds. Inch distance to any edge of the masonry unitnit and n minimum rlwronce o/ 9. Provide control joints in oil interior slabs on grade at 25'-0" on 1-1/2 inches to the center of the cross web, install dl anchors per centor each way maximum unless otherwise shown an plane. munufacturer's instructions. Provide embedment and spccing noted on Wood (fiord Plywood Web Joists O y fO.Sloew►, pipes or conduits of aluminum shall not be embedded in Drawings. Special inspection is required of oil thrilled expansion L structural concrete unless effectively coated. anchor installations unless specifically noted otherwise on Drawings. q H HEMEX&M SWR DRAWINGS M0 - SUBMITTAL DOCUMENT'S FOR DETERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENWAZR OF RECORD, Provide chop drawings for ell structural products delivered to the project. AFTER REVEW AND MIRCT TO BEING IN GENERAL CONFORMANCE MAIN THE 0011TRACT DOCUMENTS, THE ENGINEER OLL RETURN W LU 1. All reinforcing steel to be ASTM A615 Geode 0 unless otherwise noted. Shop drawings of bidder designed )terns are lc ba prepoTHE 9JMM77AL TO THE CONTRACTOR THE CONTRACTOR SHALL THEN FORWARD THE SIJMITTAL TO 1HE BUILDING DEPARTMENT rorl by, and bear the TIE DEFERRED 'UWTTAL HENS SHALL NOT 8E INSTALLED UNTLL THEN DESON AND SUBicBTTAL DOCUMENTS HAYS BEEN APPROVED 2. All reinforcing steal which is to be weldst, to be ASTM A'06 unless sw.a p of an Oregon licensed engineer (product engineer). Such drawings BY TrE BUILDING OFFICIAL. otherwise noted. shall certify that the drawings have not deviated from the VLMK design in O () 3. Fabricate and install reinforcing steal according to the "Manuel of any way, Or shaty call to the attention of VLMK that the product engineer Z H Standard Practice for Detaking Reinforced Concrete Structures" ACI has deviated from the VLMK design drawings. Such dkvfotion may be cause Standard 315. for rejecting the shop drawings, Engineer will mak up o maximum of three 4. Provide 2'-0" x 2'- J" comer bars tc. match horizontal reinforcing in sets of shop orowings. If more than three sets ore required, submit one poured-in-pioce walls and footings at oil comers and inter*@-tions. ret of reprOduciblse (sepias). Fox submittals will not be accepted without 5. Splices in wall reinforcing shall be lopped 40 dlonhsters (2'-0" minimuro) prior approval. All subr-t" :♦ shall be reviewed and stomped by contractor a and shall be staggered at least 4' at c.'ternoto bars. prior to submittal to Engineer. 6. An openings smaller than 30 Inches x 30 orches that disrupt reinforcklg shall have an amount of reinforcing equal to the amour,t disrupted placed 1 i 1 U -0" both sides of opening and extending Z' each si to of opening. 7. Provide the following reinforcing around wolf openings larger than 30 LU inches x 30 inches, unlonr otherwise noted in Drawings: a. 2 NLS over opening r opening width plus 2'-0' each side. b, 2 05 under opening r opening width plus 2'-0" such side. C. 2 /5 each side of opening x full story height. 1. Pro-Ids 90 degree hook for tic-, at openings If requ;rod extension post opening cannot be obtained. 2. Provide 2 #4 continuous burs of top and bottom and nt di4cant6nuous - RE V131C N5 ends of dl walls, unless noted otherwise in Drawings. -` 3. All wall reinforcing to b., placed In center of wase unless shown otherwise on the Drawings. 4. Provide dowels from footings to match WI vertical wail, pNoster, and cdumr reinforcing (poures-in-plica columns and walls). MODIFIED - 9/13/@fm SET DATE - v9/t3joe FILE V AMAA 308 - 9 203 Di"IN -ARM CHK - KW R PLOT DATES: DATES: Soo ] 90 13 g 41:.47 57.43 F 8�2 200D 9:30.27 ARM 9/8 14:20'53 PEM S:OCVRMST 9/ :040 11:'3,52 ARM an wt►9errdrurs tqr• But• 0N" ST or 41 e -�.._ .. ... -etr+�un,lw., -Melr,/nxr„,a-..•�.,,. .ua_ .. .,,. �� - .,i, .;,$t., „. ;d"'r„/e7N�1a��y y.uw ax,+ �,�'4t'I•• e �•,, ,cow 1 ` .. --rM;t�- �, r r'�r.+r!rWR.",T'..,• i• p r. , ,- - ..,. •T71 . . ..,•tr*r-,eowafr:r:..•fir.:,nas.e,re.,•��:a»+.etA Att4fatrrtwr.res..rr•w:,yrrtthwr,oan'rar;am'+otw's. GA11RtlrtN' • I 10 12 n r ' � i�111111111IlIIi�1lII I +� a �• til Intl! 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'..+,w� ' xt,lnrllbwn A .. .. ... wlteWitY ^,sur• ^~di, wr11�q� �1._�. -'-^r - :alrvoAnMls+1lw'� •,a. •r NIR1 .r��M'�w.w�+.wr.wliYMrw�_�/eiflwr9le►.,.. _ ...�1M.,rr'. r.!✓.ws�••.+NY54i.�r�.-' ...::;1r, rin4 ....., t.r.:a�..��•rerr....:.w..... n+w•,r,�u.+r.-- n+uawrrr..v.ro.•e+�r•+rtnr�.w�+.n.xre.lwww.+•nwr...v..,.,-+wA+w,.++,..-+�«ww+"++ter:w. r .ow..+«ew+w...++wrr�!+wrMi ;, Y 1 • rw • �P1c0 F�fp l 1 - --- - 2m ;TUD WALL FUMM AND I •------WIDOW SYS,EM Wk PEA PLAN NISULATION COORDINATE '-'---WALT _. rm.,v WSUL IG AND ANDFILM AN SHEAR WALT f 1 2mll STUDS AT Ib" O.C. '- V EtP�I;•�. INSLXATION SEE ARCH. +----IMIiDOW SYSTEM PER ARCH. �/"'� -UP.T. Slll PLATE U.O.N. W/ ) 3/4 1/lb' MAX SLOPE TOP AND BOTTOM COORCH. � ✓ I / NOTE: IF 2x STUD WALL W/Akpi- __.FI.ASIINNG PER ARCH. /�/'1/�'��^ 3/4' DIA.xO'-7' EMBEOED AT ) 16" O.C. W000 FORM USED FOR PER PIAN ( /N DOWEL AT � -,�� FURRING AND 24' O.C. 3 DECI NG PER PLAN KEY, KEEP WOOD NET BEFOI(E v' -� l- 2'-0' F CONCRETE POUR To PREVENT ' ._� WALL SHEATHING PER INSULATION � I •� � � � r SMELLNIG PLAN AND SHEAR WALL SEE ARCH .--2x P.T. SILL PLATE I '�' X11'-0' -T- 2x10 LEDGER W/ 3/4' --2x P.T. SILL PLATE \�. UAxO'-9 EMBEDED 1/8' RADIUS TOOLED EDGE SCHEDULE ---- I I O'-7'wEM6EDEO AT I I U-0-N. W/ 3/4- DIA. ^�y I I ,}-BOLT AT 40• D.C. - -2x P.T SU. PLATE U.O.N. 7 CONCRETE L 48" O.C. ;t r0-7' EMBEDED AT R" * KEY` LOCATE KEY AT MID �� _ , �' W/ 3/4- DIA.xO'-7' WALL AT 12' O.C. _ 46' C. SLAB AND *WORCING o I I j 2x10 DE pC JOISTS < U SLAB DEPTH EMBEDED BOLTS AT 48' U.C. HORIZONTAL 7' _ SLAB AND REINFORCING'- ---.✓ -�� - -r »i I - AT 12" O.0 7 V� • r PER PLAN - � SLAB AND RtINFORCINv AT 12' O.C. I HORIZONTAL -j PER PLAN ''� I I I PER PLAN r f (2)-05CONTINUOUS Af TOP PER PLAN - __ /6 1 I I µ AT 12` U.C. v - • } ✓� b[RTICAL SLAB Alp REINFORCING a HORIZONTAL ~ � PER PLAN — ( I fig- PER LABµ REMLFURGNG o I I 1 O \ I I SEE DETAIL 2/S2.1 L • 1 r r4 AT 12- O.C. ` .-OR INFO. NOT NOTED I I SEE DETAIL 2/S2.1 ` •, _ l) U • HORIZONTAL NIL /4 VERT AT 12' O.C. , FOR INFO. NOT NOTED _ _ ALTERNATE BEND J Q �-J e h AS REQb #1 VEnn. AT 12' O.C. . `�'•-�•+�� /4 VERTS. AT 12' O.C. c 1.) All CONSTRUCTION JOINTS TO BE COIR C ON IROL JUIN T5 L 1 Lr o e �b ALTERNA,'E BEND I ALTERNATE BEND ?) SEE PLANS AND SPECIFICATIONS FOR TYPE AND •DOWEL AT �+ °1 U 0 �'`^�� AS REG'D r AS REO '� SIMPSON LUS410 - IOCA'FK1M OF JOINT. T.O.F. SEE PLAN 4 O.C. r T.O.F. SEE PLAN FACEMOUNT HANGER 2r10 DECK JOIST SEC SCHEDULE FOR FOOTING _ � - — 2'-0" '� u. 4 D g SIZE AM) REWORCING +-��.- �_\_ --1 i'-n" x : _ V 4 T.O.F. SEE PIAN 'i• 61.0 o W/0.145' DIN POWDER I PER PLAk W d COLD KEYED CONTROL JOINT —�� -�� TO.F. SEE PLAN � ACTUA710 FASTENERS I __-- 0SEE ? 2• d,- � 1 1 - #4 VERTS. AT 12. 0..:. HATH--- i• SIZE WWORCMIG E FOR TMG i STANDARD HOOK-- U.O.Njp SEE SCIREL`l1LE FOR FOOTING • , r *P' SIZE AND REINFORCING _ PER 400 B AM U EAM 1 b' RADIUS TOOLED EDGE ALTERNA TE BEND • SIZE AND REINFORgNC - _ f�/,S 3/4' X 1'-0- SMCOIM GREASED O ✓� w�. • � 8 � SEE DETAIL 4/52.1 FOR INFO. NOT NOIEOT.O.f.,5EE PLANDOWEL AT 2'-0' ON tfNl'ER � h � z(ENT;�R Ill SLAB. REO' � 3- v SEE SC11EDl1LE FOR FOOTING • SIZE AND REINFORCING • 2 FOUNDATION DETAIL 3 FOUNDATION DETAIL 4 FOUNDATION DETAIL 5 FOUNDATION DETAIL ''• ' . - .ew4 1 - - 1- .dwp - - 2 - 1 - S21_ DOWELED JOINT INSTRUCTIONS: 1,) GRIND ENDS OF SHLARED DOWEL TO REMOVE DEFORMITIES. 2.) CARET'LIL:Y REALIGN BARS AFTER TROwEUNG SLAB 6 FOUNDATION DETAIL TO INSURE BAR IS PERPENOK>jLAR TO JOINT ,o WZUQ l AU-y AND AB�UI 2. - 1- � A 3, OWASE ONE. END OF BAR ti 4J x 4 ) ALL S1Rt1CTI0N JORvn TO BE (;OLD CONTROL JOINTS _ SEE PLAN ver •) S AND S1►EC>N<1CATI9K5 FOR TYPE A►Ip COORDINATE WITH ARCHITECT i b LOCATION OF JOIur COLD DOWELED CONTROL JOINT L4 x 4 x 3/e w/ 3/4' DIA. 2' l2 dn- .dwp 1 - 1'71 DRUID ANCHORS AT 24' O.C. AT EL.EVAIOR DOOR OPENING N BACKER ROD. PLACE IMMEDIATELY ' P n �AF'lER SAW CUT (SAME DAY) o A� —�(2)- 114 /4 x 24' 24-AT 24' O.C. SAWN JOINT. 1/5 SLAB DEPTH. SANNG TO OCCUR AS EARLY AS 24- POETS. o NOT IT U TIL WALL SHEAIHIGNG PER COL. -/4 x 2d- AT 24' O.C. a4 AT 12' O.C. HORIZ. CCII(2RETtc. DO NOT WAIT UNTIL THE I + iOLLOWING DAY. PLAN SCHEDULE SHEAR WALL PER PLAN L WALL ! FTG. � � et 6. ` CRR. p" W. , 6" 2x P.T. SILL PLATE U.O.N. - x AT 12' O.C. • . . . W/ 3/4, DIA.xO'-7' ' Iy 1�Z /4 - • Ah v:Mo BOLTS AT 46` O.C. I UII 6• 3 SE PLAN - ✓V�''�'`��~�1 PARALLAM CONS. GALV. L A, SIDE AND • • • �"- � ice-COLUMN L 1 1/2'x1 1/?`x i/4` STOP REINFORCING 0'-3' • SLAB AND REINFORCING,/ �- U I PER PLAN ENDS W/ 3/4' GIA. r �` E AT 17' O.C. CLEAR OF JOINT PER PLAN f —SI�IPSON CBO NELSON STUDS AT 24' O.C. A. WAV SLAB AND REINFORCING COLUMN BASE, �1• GRATING �+ •y /y b 1 C SAWN CON?ROL JOINT . PER PLAN SHIM AS REQUIRED 1 PLA5TK; STRIP (ZIP STRIP) SEE PLAN w. , /� - . 1,'6' X 1/4 TO 1/5 SLAB DEPTH UNDISTURBED D 0 L) • • j? p • • p� ti fa a ( ) EARTH � ; T.O.F. 5EE rPLAN M... ...� o V STOP ROFJOI T U'-3" /� � • • " SUMP PIT - 6" e 6�CrIMPAC' 40f1K A • CLEAR OF JOINT � /4 VERTS. AT 12' O.C- � -• ��•_.t_... _ ...... � r`�' � •n �P 1'-0 2'-J" x 2'-O CnAAPACTED Wf STANDARD HOOK 0 MATCH F-OO1rNC �-• _ � • REINFORCING _ Al'TERNATE BEND I a V x REO'0 � r•• SEE SCHEDULE FA" FQOTING (3) /4 EA. WAV FOOTING - SIZE AND REINFORCINu � 6 6' H91L VERIFY SUMP PIT r� • REINFORCING 1'-e- MMI. �- - REQUIREMENTS NTH MECH.1 v/ ►Z DRANLNGS 4ND LOCAL CODE NOTTE$. SEE SCHEDULE FOR FOOTING SEE S,,KDULE FOR FOOTING 3• ;� °• 0 0 REQUIREMENTS SIZE AND REINFORCING SIZE AND REINFORCING r� 1 USE A STIFF FORM OR CUIOE T'0 ESTABLISH A STRAIGHT � ++/ LANE BEFORE INSTALLING PLASTIC STRIP. 2I/s1ALL STRIP STRAIGHT AND TTAUE 7 TYPICAL STEPPED FOOTING g FOUNDATION DETAIL 9 FOUNDATION DETAIL 10 ELEVATOR PIT 3 DO NOT REMOVE CAP UNTIL AFTER BUIL '"Lo.%,n4G 2. S2-07.d" - - 5 1- .dw9 - 1-00 S21-9.dwq 1 WET FORMED 0, Fdn OL JOINT .� s�- .ewv 1 171'-i'=3' f DBL 2x TOP PLATE - - rA 1 TYPICAL CONTROL JOINT N S 2x STUDS AT 16" O.C. !` 4n dwg 1 1 - 1- ( / 2xP.T. SIU. PLATE U.O.N. ti�IDOW SYSTEM �O MI/ 3/4' DIA.xO'-7' EMBED I COORDINATE �l ! AT 46' O C. W ARCH, PROVIDE TRIM STUD _ ) W/ ARCH. RF QUIRED. QQ " < U 90 COUNTERSINK FURRING AND INSULATION I 2. DECKING PER PLAN BOLTS IN POST. \ SEE ARCH. A l j 2K8 (EDGEDIEDED R W/ 3/4' L4A.xO'-9' BEAM PER PLAN SLAB AND I I t ALIGN EMBEDED 2T' O.C. THAT REINFORCING EOED BOL SUCH T 6 3` ----- INDICATED ON PLAN. PER WALL LOCATIONS PER PLAN I I �1 SPACING ALIGNS W/ (2)• 2x10 O O 1/4" X 3' PLATE STRAPS EACH - -- .•. .�. O O � 7 ,RHOS OF POST W/ (6)- 3/4' DIA. -- ---_- THRU BOLTS • w. . ry SMIPSON LCB 44 - -xl2 1/4" CLULJIM COL. ARTTSIM. CONYTION __ SILL PLATE /4 DOWEL AT MAY USE -BOLTS. / . PLATE 1/2'x12'rl'•-0-- COLUMN '" 24. O.C. „ GIA. THRU-BOLTS. STEM WALL ` -0" W/ (1) 1'' DIA - (z)-184 NAILS MACFH!•E BOLTS TS (4) /J TIES. (3) 1 1 1 1/2' --_- FOOTING - SEE SCHEDULE '- •�. r AT e' D.C. (2)-2xe At e'-o' O.C. wi NOTE: NTH 4x6 POST 1'-0' SH JOISTS NOT =" 2'-0' DIA, SOWOTUBE /J /2' IN TOP 5' Of pILINITi © FOR SIZE AND REINF. ^ SMPSON LUS2e FACEWIIUNT l/IOIMI FOR CLARITY COLUMN PLA-IE 1,''2'x1e'x1'-6'- -___. BASE PL-ATF WJ(4) - -- 1 1/2' 6" g• 1 1/2' PLAN i 4' HANGERS 1' DIA. x 1'-0 ANCHOR _ - �o A W/(4 /4' i. / BOLTS (9" i:MBED) -- -- _ 13 T'-6'xER "O n DIA. XP. O _ � .. I PILASTER ANCHORS � 2x8 FASCIA W/ (6)-16d _ NAILS AT EAC4 ,io1ST F� 52.1 SLAB AND REINF'NC BELOW NAIL SHEATHING 6" 4' MIN. EMBED / � Ln � • (5) VER15 1' NON-Si1R1YK--- -- - b W/ 9 CIRCULAR GROUT BED - "-- PER FLAN - O O TTO P STT PER w 1/2- / �rr'. 2xa JOISTS PER PLAN I ; ` nEs AT 12• O.C. ---- --- 34164 REQUIREMENTS • ^' `E '� ---- --- IN SHEAR WALL ,1� i2)--2-x6 w/ (2)-2x6 Q H ' FRIER CfJT TO FIT •17;, , \�! 4 -_ /pj� ,�• - - - SEE SCHEDULE: FOR FOOTING K BETWEEN 2)-2x6 S. Z }- / /rWX \ \ O - \ ./� ____ -__- SIZE AND REINFORCING ATTACH (2 -24 To 7 w DOWELS 1'-6"xi'-e' PILASTER „ /4 2x6 W/ 3 -3/4t9l ' DIA. G b - \ THRU BOLTS. - Q 1 _ T.O.F.OFA O O • SEE DETAIL 4/S2.1 T.O.F. PLAN �+ • .�� b • 4 FOR INFO. NOT NOTED '' •� PLATE 1/4'x4 1/2'xREO'0 n SEE SCHEDULE FOR --12"x12 1/4" -� •e. BO/LT5)-3/4" DIA. THRU NR..�• FOOTING SIZE AND 1'-6"xt'-6' OLULAM -- 3' LOCATION BASEPLATE COLUMN TYP. '-3/4' x 12" X 14' BASE PLATE M -_RrYI5ION5 - t 10108/?000 FOUNDATION DETAIN._ 112 FOUNDATION DETAIL 13 FOUNDATION [DETAIL 14 SHEAR (MALL HOLDOWN DETAIL 15 FOUNDATION DETAIL 1. 1-1 dwq • 1- � S21-13A.lwp 1 - 1 1-0 2 1--1 .dwg 1 . 11-0 1-1 .dwq MO_ -- MODIFIED SET DATE FILE - AMAA 7015 MIN -ANA CHK - KW VLW PLOT DATES: e/3/2000 10 6.2 ARM 8/70000 16:T e.42 AN S2 , 1 e/2�i 2000 9:40.1 .IRM 9/6 14:22.6 PEM 9/ 2000 11:12.22 ARM 200160524" 1 /2000 14:52.13 ARM /UrfB9F19f94 (1 f91f N � I '��. ., • 1 r ; Y, a vi1.Wq�,,Jy1liNC3W9. t 2 1 4 6 } • � ,. � �; I��.� . �. ;�� `, ,' j I��I!II If1141111111111 ililllitiilllll llillll Ilii I i I I I I 1 : • ��' c � I I I I II � 111111 IIIIII�JIIIIII! IIllili j • ry IIIIIIII IIIIIIIIIIIIIII Illllll��i TyP M� I �Ilclii .i. ."�•.«w► «.. • "". ,••+. - -- - - - w.r-.++w- ......., ,..,o,.r+..rr.r-.r�,—_ f�-_—ti.,.ws,�wyw,v,4. �AS + ~ y. .• .; 4, P• ... , • , •i 11'�1� —� ,^vk..:4u+n`.•W.-+w ww1�•«..rc..^ .:.,1•�M•,....rytfi4.M•rr.•�a►•' .q,.re..........,w.r..«ai.:......i.�n....,,. ,c, ..:y ,.....-. .•r1�-... .,, . - .. - _ ,,, -,.+�.r...rl�yyr..rs,,..... -.rrrw.:.-...+..,,,>Myr,...,.. _ --,...w-,._... - - -..rte. -;_+.r..-.,.r....ti...w,.:.......-.ww, iwwwr.w......o'+.«..•w....s'.ww...w,sc•,..�..w 1' LEGEND 6 Ex 5 4 3 2 =:3 - INDICAIES STRUCTURAL WALL BELOW m=C=C==31 INDICATES STRUCTURAL 2xt WALL AT 16- U.C. C====C3 INDICATES STRUCTURAL 2x4 WALL AT 16- D.C. INDICATES NON-STRUCTURAL WALL jjI0 1-11 1: SIZEW,!'�ATED ON PLAN OR PER z INOICAIES HEADER OR BEAM. fti,F FRAMING NOYES ON THIS SHEET < INDICATES HEADER OR BEAM b IAJ SIZE SEE SCHEDULE THIS SHEET u V) Imst INDICATES LOCA71ON OF SIMPSON STRAP A07OSS BEAMS / JOISTS TO FORM DRAG STRUT. PR VIE SOLID BLOCKING WHERE ATTACHMENT 15 TO WALL u ON SHEET SIA ALL. EXTERIOR WALL TO NE TYPE 04 G INDICATES SHEAR WALL TYPE. SEE SCHEDULE �__fy F UNLESS OTHERWISE NOTED04 SHEATH FACE Of q> FLOOR OFFSET PER INDICATES LOCATION OF SIMPSON HOLDOWN Al MS748, MST48, uj SHEAR WALL EXIST-Q- fST STRAP 10 KE)i ITES �TTACH GL. TO CONCRETE FOUNDA ION WALL BEYOND TO u 11 FORM DRAG STRUT QP EXISTING WALL. REMO FINISHES 01 LXTERIOR MAIN LEVEL HEADER AND JAMB ASSEMBLY CONTRACTOR TO AND SHEATH PER SH WALL TO BE (3) 2x6 KING POST, (1) 2x6 CRIPPLE POST. SCHEDULE. PROVIDE TIONAL z AND HEADER PER SCHEDULE VERIFY EXISTING STUDS AND ANCHORS S REQIJIRE� us 02 INTERIOR MAIN LEVEL HEADER AND JAMB ASSEMBLY CONDITION ENDS OFWALL TO BE (2) 2x6 KING POST. (1) 24 CRIPPLE POST, AND HEADER PER SCHEDULE. 5 1/4 . 5 1/4 PLS POST TO FRAMING ABOVE. ME -NEW 11� 2x6 AT BEAM READER 9CHEDULE 16" O.C. 40 MARK SIZE 14 M`ST6 -CA) 6 cn o (ZA:) 5 1/4'x11 7/8" PSL " I AD J1 w a. 0 C, BE ARING WALL? A-V let c n LJ Z 5 1/4'xg 1/4" PSL 8 POST BEi OW �BELOW < GLULAM 8 3/4"02' ST27 _jL OB (::E) GLULAM 8 3/4"x7 1/2' POS ui (:T> NOT USED POST ASO x . BELOW C3 �ZCN QD GLUL%M 3 1/2"01 7/8' ING WALL 65 <N c. .l- ie" 0 xsT 10 I ABOVE COLUMN IS C,A.UMN FLOOR FRAMING NOTES �Ow W2455 BELOW C+3/4" _('�POST SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS 1.) VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING W-H WORK, NOTIFY ENGINEER POST 3 WN ABOVE IMMEDIATELY OF ANY DISCREPANCIES OR IF ACTUAL COND11IONS UMR FROM THOSE SHO OR NOTED. -4- *0 L EXTENT CS16, j jBEARING WALL 2.)FLOOR JOIST DESIGN CRITEXiA BELOW TS COLUMN DEAD LOAD - 27 PSF BELOW jj-7 PARTITION LOAD - 20 PSF CS STRA 0 L Ts OD LIVE LOAD - 50 PSF (2)-2XI2 POST Q CORRIDORS AND COMMON AREAS NEW SH WALL STRINGER JOIS W27x84 ABO VE IS COLUMN DEAD LOAD - 27 PSF CONTRA �Lo! BE 0 VERIFY tr——_ LIVE LOAD - 100 PSF CON041104 rc POST X1/2 it I-A �7 DEFLECTION IN ALL CASES IS LIMITED TO TL/240 I L' I 4160 ABOVE 3.)FLOOR SHEATHING TO BE T & G APA RATED STURD-1-7-LOOR SHEATHING WITH A MINIMUM SPAN RATING OF HDR. 'MST37 MST v 'MST27 ')IST2 48/24 AND MINIMUM THICKNESS OF 23/32 GLUE WITH CONTINUOUS WAVY 3/8- BEAD AT ALL SUPPORTS11 \-NEW SHEAR/ BEARING WALL Tj 5 AUCN W 5 AND NAIL AS INNCATED BELOW. ORIENT STRONG AXIS OF SHEATHING PERPENDICULAR TO SUPPORTS. SEE BEARINC BELOW 7 er Tj . O.C. SHE%R WALL BEYOND ARCHITECTURAL DRAWINGS FOR FLOOR UNDERLAYMENT REOUIREMENTS. WALL ABOVE 6 D.C. _"1 8" ra 85 TO FORM CONTINUOUS S joIs DF,AG STRUT os AT 16- O.C. IS COLUMN o 4.)FLOOR NAILING FO BE 10d RING OR SCREW SHANK NAILS NTH A MINIMUM 1 5/8- EMBEDMENT INTO EXISTINIGG WALLS TO REMAIN BELOW jasy FLANGE. JN 6 IOST TS COLUMN UNBLOCKED DIAPHRAGM. NAIL AT 6" D.C. AT ALL SUPPORTED EDGES AND AT 12" D.C. W24x55 ABOVE`V BELOW POST 71 4.1 AT INTERMEDIATE SUPPORTS. r7 --- ---r9 ABOWVJ `_7 II II EXI TrING 24's �_) JOLOCKED DIAPHRAGM. NAIL AT 4. O.C. AT ALL SUPPORTED EDGES AND AT 12- O.C. n It AT i6" O.C. A 5 AT INTERMEDIATE SUPPORTS. TO I WMAIN No u CIO T1 A O.C- EXISIING 2x6'S 11' i AT 16* D.C. 11 0 c 11 7 8 TJ1A65 ATT l 16 — NOTE: TO REMAIN r IT 7/11 H JOISTS T 18" D.C. s4.1 O HEADERS INDICATED ARE HEADERS FOR WALL FRAMING IN LEN-EL BELOW. 5.)STRUCTURAL WALLS ARE TO BE FRAMED WITH �.F. #2 2x6 AT 16' D.C. TYPICAL U.O.N. KET - \t-11/ II T (�)POST— HDR. HDR MST27' '��e -It :3 C3 SIM. AB BEARING WALL BELOW SHEATH ERIOV Fri WALLS PER NEE SHEET ==:= — tA) 6.) TYPICAL HEADER FRAMING: ZI EXISTING TXS R o. INTERIM CORRIDOR HEADERS To BE (3)-2x10'S UNLESS OTHERWISE NOTED. OR 2xl2'S AT 16,* 1[ Al BELOW I I I PROVIDE MHZJM DOUBLE CRIPPLE AT HEADER ENDS AND RUN CONTINUOUS OVER D.C. TO REMAIN 0 AQM JOISTS W1 POST S7.1 FOR TMAL cl) 'SHEAR WALL BEYOND BELOW CENTER POSTS WHERE OCCURS. 'o STRAPPING REQUIREMENTS 11 1 6, 65 0. TO FORM CONTINU)USJ STS AT 16 DRAG STRUT IL 00 __j�S�M. At rL65 3O.C. 54.1 54.1 !iQ�"1116 JOISTS 16 \ty <jD I II I L 7* TMIC K AT 7" THICK CONCRI TE WALL SHEATH XTERI 11 le, O.C. CONCRETE WALL 13, f T.O.C.- -3. WALLS PE A SEE SHEET T.O.C.-i13'-3• FOR IT S7.1 FOR ADDITIONAL STRAPPING REQUIREMENTS 2 MAIN FLOOR FRAMING PLAN 3. IM-11-or I I I p J W-2- ILL z u_ REVISIOW /2\ MODIFIEC) _jjT DATE -1/13100 AMAA 305 IM3203 C)WN -ARMTCHK - KMK VLMK PLOT DATES- 7/6/2000 14:27.44 ARM 8/3 2000 10-7.44 ARM S3 , 1 8/k 2000 9:40.39 ARM a M 14:22.30 PEM 00 f 20M 11:11.1 ARM 20018OS3 dwg 72000 14:52.51 ARM 41 writeWON • we"P.-I A mw 10 12 14 16 i . (111111 IIIIIIillilllll lilllllllllllil llltllillllllll lilllllllilllll Illlil�illlllll Illlflllllll!II Iililllllllllll IIIIIIIIII °��¢I,�##� A-A d --------------- CF 11 M [CT77�_ Irx h 1 4 q F y X PSL POST — PER PLµ -PLYWOOD/ Ose PER ROOK PLAN SAL PLATE— n f FER FOD OSB -_TO NAYFA. NIDA ATTACHMENT SHEAR A� FEA FLOOR PLAN , I/4'NI1 7/6', I( TO MATCH OEM WIN MD FLOOROSH OSB BILL PLATE — PER SMEAR YNU SMWSDM A--- FLANGE RI4 JOIST FLOOR SHEAh'wG ATTACINpT 7 SCHEDULE PORT CAPS PER SHEAR WALL 1/i LAG saKWS R,'AOOD/ OSR SCHEME PLYWOOD/ O5B Will BLOCKING Al 24' O.G. 16d AT e' D.C. TJ BLOCKING AT - AS REOVMED (ACHt $DE S T STAGGERED ROaI 91FAT1MG .'-O' O.C. -164 Ai 6' O.C. PLYWOOD/ USB r� ROOf RM BY JOIST YANUF ITJ� FOR PLYWOOD SUPPORL BOMMV NAILING BOIADARV NAIUNC Pq ROOF PIAN HNlif I TOE NAL AT- _ _ IL-JLLw~_I7� e• o.c. TYPICAL 1Od TOP AND BOTTOM 106 TOP AND BOTTOM Irl TOTYPJOIST FLNDES TO Jasr PELAGES Z F ,J JOIST BOIMDMY MAMRD TJ JUST PER PLAN BOUNDARY NAILING TJ JOIST PER PLAN PER PLAN SIMPSON 'A35' 15d TOE NM AT PER PLAN J015T O = HANGER'. BY JOIST BQ3f: 6' O.C. TJ ROOK JdST TJ JOIST MAAKAt:FuMW W/ A' WATRACTOWS 11x111 7/a' - pp PLAN SHEATH WALLS V PER pIM N9 BLOa'MG As Q RCV, MAY OWT7 - MIR _ Now, K y PER SHEAR WALL FJ MEHSURED RN MST AND FRAME RN JOIST AT CONTRACTORS SHEATH PALLS SCHEME PSL BEM —.J SN" TO It 1 OPTION. MAY ONT PER $HEAR WALL WPEA PL.A KM PER PLM SN JOIST AND FRAME 54HfallE MAMUfNACA TNBr JOIST Q 8 Sim TO 5/54.1 W 0 � � 1 POST AT BEAM JOIST AT WF BEAM - 3 _ EXTERIOR WALL FRAMING EXTERIOR WALL FRAMING 5 INTERIOR WALL FRAMING 6 INTERIOR WALL FRAMING °G " E Q`4. ^i'"8 q s4,-aAd.q T-1 d' 4 -�• 4. I7"r < < E 6.6 POST ALIGN RIM POST SELOM NAIL SHEATHING TO TJ JOISrs 42' MNL POST PER BOUNDARY / HALING REQUIREMENTS n r+-r SIMPSON LUS28 SLOPED 2o,VS KR BOOR/ PLAN� i 'gym' CACH SIDE FURRING µD -- NNDDW SYS FACEIMNT pER ALARe NCE Rµ(X OEM —� INSULATION COORDINATE HANGER Y MACER NDM S RYg PER ptµ SQ ARM W/MLH. MOOR SHEATHING R MAT CH MEM LJ ny __ PER PIAN ALLOW JOIST w/' .' f PLY:ROOD/ use rn I 3/4' MEANING PATE :OLUMN AT SIMILAR Pq ROOK PLM 2. P.T. SILL i/M LAC SCJIEWS ,� y . COL NIDA PLUS CONDITION - I I PLATE U.0 N. w/ ../s• A/ 2.' o c. 1' NM (2) ]/P I SIMPSON MSTAID ,N omw-Uro D STAGGERED + A325 MOLTS AT 4C O.C. I I BOLUS AT M' O.C. x r 2.6 BIOaOMC - EXTEND-- — TJ ROLLER - — N ry EACH DIRECTION As SHOWN JOIST PER PLµ ry TO aRACF COLUW. 'E. 3W LEDGER SIMPSON H2.5 NO FASOA Y �� PER FLAN w/ 3/4• AT EACH G VEER�ALTNc W/ (2)-IOd S I Y:' FAA'-D' STUD NAILS 1 1/2' 1/3' EMKOED MTS SIMPSON � AT 24' O.C. OBL 2. TOP PLATE 11/7 POST CM/BASE C•'•'•'•' -- TJ JOIST A (`LAN VIEW 7' CDNCMETE I • PER PLM NO STUDS AT 16' O.C. PSL MEM 1 1 4 A YAMPACTURUBY SW/ Mi11 Sl W/ J2),tft PER PLAN TOCOLUMNOJI PLM --- 2d 9.OEfNG -SIMPSON LTT1M REN aSOatNG AS swesom 'Lay TOP PSL POST J AT 4'-0' OIG. TFNSON TB: AT PSR BEAM MNGE HANGER L Y-o as pSk PER PIAN SIMPSON 'PHDS' EACH PER PL M OF BEAN PER PLAN SIDE. TOP AND BOTTOM NM THRU BOLTS AS SHOWN �WF BEAM AT COLUMN 8 POST THRU FLOOR 9 TMP. EXTERIOR WALL DERAIL 10_ SHEAR WALL HOLDOWN 11 FLOOR FRAMING DETAIL 12 BEAM CONN. AT )RIF BEAM �1,71 5�11-064 A.dWqTV- ,- 4.T/ V o 4. a.q - bW q a.q h .j� 4. MI-12A.q — �0 W U � " � O eEA�iM 4 AM 4 a.M BCAY MEM OEM W OL a 3/4'N7 T/Y F GL a_ a 3/41,2. TAPERED Q. a 3/i ME x EDSTNG 3/4' SEM Fn KNIFE PU1E 1/4"N PLATE J(16'.REG SHEATHING 1 II , 4 !PINY -CL. 6 3/11] 1/Y BOLTS AT BEA' EA. W 2 S I GL SHFAT4MG '\ W/(2j-1�EA. 8Ors r B(Lrs AT BEAM SCREWS INTO QUTAM AT BEM CENTERLINE SIMPSON OJ74 CONCEALED CENTERLINE a a \�. . _—_ PLATE 3 ,e1YWED' N12' CASING FRAYING J715T 1/4' SIDE PU1E5 W/(4)-1�OA BOLUS C' AAs RE W/(2) } J. ___ _ 37H, t' DIA BOLTS 1n TAPERED GL 8 3/4' -- - a PLATE J�te17 1/2'.12• 1 1/2• J 3' W EXISTING 3/4• - aA. Bars 3 3 ' '/° rN4 z n'rWuoD SIHEAIt1111G PUTE s/,e•.r.1o•- TAPERED GL a J/4• FOISTING L EACH SCE OF GUAM - GL 8 J/i.12' (J' EXISTING TRUSS '�sT J le NOTCH BOTTOM a< h y xARI FOR FULL TE Ilc BOUNDARY �a B 3/4•.,x' - -- -- - - SIM SEARING OIR c� - � ----- - a F��JJii b -Imww ENSTING GYP. MEM DCQti ry5 BOARD AND FINISHES. Q OL - - ��- 341 IN+4 MOVDE NEW TNATRNG MEAN MOWN CJT4 CONCEALED - �_.-� _ OL a J/1'.45' OL. 6 3/••TTY _ AA.ANST FACE Or � � JOIST ME F OL LSV) CASTOO FRAYTNO 1 ,/2' p }• MEM - - 17',MEM12' PER PIAN \ 0.. a 3/4'U 1/2' _ f 11 ELEVATIONELEVATIONPLATE 3118 III DIA. MOLTS OL. a 3/4-.7 1/2.\ "� 3' r TAPERED OL a 3p• — �• .\ E-H PLATE 3re'.rno• GL a 3/4'-12• [TMS1Nr N1UlA4N W/(2)-1 .3' UG MEM SCREWS INTO 0.ulAll Q GL 1/2' CAR PLATE PUTS i/4'.7 IA. BEM lY W/(a) 1• EA. nTAG BOLTS Tw. 1 STAGGERED , i 13 NEW SHEATHING AT EXISITING FRAMING 14 BEAM TO HIP BEAM CONN. 15 BEAM TO BEAM CONN. 16 HIP BEAM CONN. AT COL. 17 BEAM CONNECTION V2-14.deg X11 1 --0 C 4. KW-15. .q � 4. REV2-I6Cxq 1- 1-0 q -I aWq �1 1 -o Z H � Ell 'Q FURRING AND ,MIIDQW SY51EY SEEINSULATION �-- DOOR IMAM W Q BEE MCH. W/MCH. SIMPSON LT119 Q TENSION TE AT i 2E P.T. SILL O 4'-0' O.C. I I �i PLATE A UY.E W &34' LL I I BOTS A' 46' O.C. PLYWOOD/ OSB PER RODR PIAN J, LEDGER - REVISIOPLS - -- - PFR Rµ W/ 3/4• - r EMBEDI!-- EIEMlaDEDMED earsAT 24. O.C. Y CONCRETE TJ BOOR -- JOIST PER PIAN A/ODIFIEIJ SET DATE FILE - aMAA JOB - 995]05 DHN -AFM CHK - Kw 1 b TYP. EXT. WALL DETAIL 6r3/ 000 1O T PLOT DALES: 4 . 1 6/J 7, ARM 8/2 2000 5:40.57 ARM W/e ODO 14:23.8 PEN M /2000 11:12.53 MM 200180SI,b q 1 /2000 15:36.5 ARM • �M►EFMINNME. HM N «ro.T^.r. 4 ■� e .�..---+"'-'�'A'-'..•'.---M,aaF•- -tEIIFE;' 9.y, ' I j V ' 1p11 , :, NlhNt nlml unm nnnl nnu( mml loon uuui nein nnn Raul Haul nun! uunl nnni unm n � F '^bf'�Ii1RF 1 .r. a •��loF 1 Q LEGEND 6 Ex 5 4 2 1 . 4 INDWATES STRUCTURAL WALL BELOW + A X10 r---� - INDICATE.; NON-STRUCTURAL WALL l r .� INDICATES HEADER OR BEAU. I Z SIZE INDICATED ON PLAN OR PER { I HOOF FRAMING NOTES ON THIS SHEET A ® INDICATES HEADER OR BEAM A + F SIZE SEE SCHEDUt F IRIS SHEET `� - INDICATES SPA': OF 2x ROOF Tact DECKING. z COORDINATE W/ ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS 'MST' INDICATES LOCATION OF SIMPSON STRAP ACCROSS BEAMS/ - I I I ~ JOIST 10 FORM DRAG STRUT. PROVIDE SOLID BLOCKING WHERE ATTACHMENT IS TO WALL. - _ � -- ---ate, - ---. -- -- -_ - - \, �• 1� KEYNOTES O EXTERIOR MAIN LEVEL HEADER AND JAMB ASSEMBLY TO BE (3) 2x6 KING POST, (1) 2x6 CRIPPLE POST, AND HEADER PER SCHEDULEF- 02 INTERIOR MAIN LEVEL HEADER AND JAMB ASSEMBLY \ N TO BE (2) 2x6 KING POST, (1) 2x6 CRIPPLE POST, AND HEADER PER SCHEDULE. Q 5 1/4 x 5 i/4 PLS POST TO FRAMING ABOVE. EXISTING ALL/ - --- --- - _ - NEW 5 `AR W rYe 0 16 BEL9W / li }� �} N9 u+ W i ��' Q fr « \ .EXISTING f O 4` R - _ - - -- -- - �(2)•-3x10 BEAM HEADER SCHEDULE _� - - _ __ _ _ _ BEAM < < MARK SIZEja 2- ST48 � 2-MST48' 2- MST48' 2-M 748' Ex C� 5 1/4'x11 7/8" PSL _ S6.1 'MST48' ! ,' • HVAC UNIT O B� 5 1/4"x9 1/4- PSL 4'?t 2x10 AT 24' O.C. _ , i' /• /�,r /j� SEE NOTE 10 i © GLUTAM tl 3/4"x12' _ _ EXI G TRUSS .. S�9 �JEL11 ' I '.MpR� - SIM. (2)-2x _� ABOVE -_� A80 0 ) 2x1 `-• - - 1 -- OA M, DDD GLULAM @ 3/4"x7 1/2• ® ` NOR n v C_J NOT USED f GLUlAM 3 1/2"x}f 7 8' - °s' ® U + !® \ I MS 48 'MST3l' 5LCl b W w EXI G TRUSS _ ( I T.�L - t . 4 G TAPERED GL. 8 3/4", SEE 2/S5.1 - - - - --- ® ® 0 ABOVE - AR1NG - - - B .�-, r 15 n Q TAPERED GL. 8 3/4". SEE 2/S5.1 Y - -- I 17 S4.1 ?'S 1 15 WAjL�L. 8EL0 t + GLUL.AM 8 3/4"x45" p ,• 56.1 O I T`�- f VyT-; ni ui z N �. EXI G TRUSS_ o r SLOPE ®' AST BELOW \\ -+ u T(P.,(4)--PLACES b '� ALONG GRID 1.4 ROOF FRAMING NOTES 1 N Q L SLOPE 17 SLOPE o 1.) SlE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND ROOF SLOPES _ mry 4t � PREMANU ACIURED EXI G TRUSS r� SKYLIGHT ® .1 v ►- 2,) VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH WORK. NOTIFY ENGINEER -- - - - - -T - --- -- -- - -- --- �[ - - (`� IMMEDIATELY OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. I '! �j _ 3.) ROOF DESIGN CRITERIA: _- 1 I �®� ®� ® I®S-�< 1 MAI O O.H.4 _- DEAD LOAD - 15 PSF �- -" -'. ® I LEVEL MDR. 0 1 ® ® AND ,IAMB � � '� � 10 LIVE LOAD � 25 PSF I - ai -- DEFLfC110N LIMITED TO TL/240 EXI G TRUSS (2)-2x 0 6•t ASSEMBLY Li � ABOVE W ABO (2)-? IO 1. d 4.) ROOF SHEATHING TO BE APA RATED EXPOSURE 1 SHEATHING WITH MINIMUM SPAN RATING OF 24/16 AND - I - 1 BELOW tm) ow14 N ^1-2 A MINIMUM THICKNESS OF 15/32" C'41 I;�INr.�A1N m 2x10 AT-24 �• -J t ti ! LEVEL HDR. 6'1 - 11 16 XISTING HVAC UNIT 5.) ROOF NAILING f0 11E lOd COMMON OR GALVANIZED BOX NAILS. NAIL AT 6" O.C. AT ALL SUPPORTED o o AND JAMB Z O S4•1 p r TRUSS 9 56.1 Wrw1500LB N or '- PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORTS. BLOCKING IS 1107 REQUIRED, EXCEPT � ® u 1>(� SCE NOTE 10 M$ ST60' 'MST48 T CAI) _ �- ? A BI.Y Q AS FOLLOWS: AREAS INDICATED THUS ,�TO BE NAILED AT 4" O.C. AT ALL PANEL EDGES. �• tiM �" BLOCKING a5 REOLNRED � r-- NEW BE j BE G/ SHEAR i4 13 1 V 8.) TYPICAL HEADER FRAMING: BSHEAR ELOW WAIL cv ! WALL I OW t )' I I t (DI \ TYPICAL INTERIOR CORRIDOR HFADERS TO BE (3)-2x10'S (INDICATED AS HDR.) UNLESS OTHERWISE NOTED. EXT, MAIN �jPROVIDE MINIMUM DOUBLE CRIPPLE A" HEADER ENDS AND RUN CONTINUOUS OVER _ I 18 /----SHEAR WAIT ';' '� LEVEL HDR. F-1 CENTER POSTS WHERE OCCURS. _ e BELOW e (1 r + -1 - ARI AND JAMB 7.) STRUCTURAL WALLS ARE ';0 BE FRAMED WITH D.F.02 2x6 AT 16" O.C. TYPICAL U.O.N. - 1 J / -- ___ -�! t WAIT B OW ASSEMBLY CI w 8. SOLID BLOCK AT RIM LOCATIONS - h Jf L6- % ('1 -, `:� A_L BELOW L WHERE POSTS OR BUILT-UP STUDS ARE SPECIFIED. b`O' I 11 7 B T�.• �' ' STS AT 24" O.C. / � �4 � p yr BELOW --- -- - F� `I \ 9.) SPLICE TOP PLATE OF ALL EXTERIOR BEARING WALLS AS FOLLOWS: LAB DOUBLE PLATE - ry,� ®' �� HVAC UNIT R _1 v Y AC UNIT 8'-0" MON. AND NAIL. WITH 16d TOENAILS AT 8' O.C. STAGGERED WT-75OL8 HVAC UNI -� _ NOTE 10 EX1ST. 2x10'5 , 1 SEE NOTE 1 ,I WT= AT 24" O.C. TO I I 10.)COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE. LOCATION REMAIN, SHORE 9 I 58.1 / � � �I S6.1 I SEE NO 10 AND WEIGHT OF ALL ROOF MOUNTED MVl.0 EQUIPMENT. PROVIDE DOUBLE ROOF JOISTS AT MECHANICAL UNITS M 27' M 27' + / ✓ ^ < YYT-I MST37' 'MST37' 'MST27' O PROVIDE DOUBLE 2x6 BLOCKING BETWEEN JOISTS AT PERIMETER OF UNIT AND AT DUCT OPENINGS SUPPORTED AS REO'D TO _ �' - ® 'MST37 'MST37 I BY 'HUS26-27' HANGERS. INSTALL NEW --`- '- - •' BEAM -�--_ I VAC UNC?--•� -. ' � NOTE 10 0 i' v�'f \--BEARING/ .EAR I v} - W/ SHALIGN EAR WALL w i�/ ,O G 1 `� WALL BEL W S6.1 (2)-2x8 1 11 8- TJI HVAC UNi - JOISTS -1015 AT 1Yf.9O0tA\ I i - �'! A I O.C.F NOTE 110 /�. AC C,, r B �. p 2x8 OSTS -_ I �7 AT 24' O.C. } ,I, JOISTS #X24 20r HV UNIT c,' t;+ SHA. 11 7/8' T3\L6 AUCN 101 T 1 32'-0' I I S C, i I W/ SHE MALL • WT 70LB ••- O 19 00 0 O S TS AT 24 O SE NOTE 10 ti 56.1 -+� -•- 8'-0" 18'-0" 8'-0" t9 �'+ � t 1 7 6" TJI -• -,��: , _ L.- - Y W-4 1/471 6'-3 3/6' 4 3/8' 4 3/8' 6'-3 3/8' AS REO'D t1'-4 1/4' G CUT FROM 1'-4 1/4'* AS REO'D OE - -AS REQ'D GL. /4'x45" AS REQ'D I ® ® Owl ® ® JOISTS° L O • - __ _ _.- FA TYPICAL - -_ - a, OIS 1 S8.1 SAT J204150.C. :1 6 AT TS EXT. MAIN 24" C. Zxb FASCIA LEVEL HDR. -I 1 AND `✓3M PARM9 1 -- - - N I I I I I -Q CUT FROM CUT FROM -- GL. 8 3/4"x45" cx. @ 3/4•x45" 1 ROOF FRAMING P 12'-i 5/8-i FALL DOWN 19'-5 5/16' FALL DOWN 12'-1 5/E"t �� LAN AS REO'D 43'-@ 9/16' AS REO'D Z I I I I Q 2 TAPERED ATRIUM GLULAM ELEVATION _ 46'-e• 16'-0• 56'-2- � S51-02A.dwg 1/'4 LL 6 4 3 1 O z QC H OC Il i - REVISIONS - >: tt/IDe/bo -� MODIFIED - 9/13/00 SET DATE - 9/13/CV �IL.E AMAA JOB - 9932®3 DI 1N -ARM GHK - 1�h11C VLMK PLOT DATES: s5ol 7/14/2000 10:23.7 ARM @/2/2000 @:53.3 ARM @/3 2000 10:7.16 ARM @/2 2000 9:41.14 ARM 9/812000 14:23.58 PEM IYZ /2000 14:35.49 ARM 1 2000 14:53.37 ARM 20013OS5.dw 11/17/2000 10:15.15 ARM an ow mmi WWI" w , N .. >u a ' / � r.,,.-.,.--..•-�„r+•n.+t++.,--.,.... .,c.,wsxvwwawa_n- .,.- ;..,., z ,�. _ � _ � :,�r�xr, h�..,_.., rnr,....r•;�, ,. ,air;,•-rn,+41tFE,.iN•r,,.o,.fi;4Y"'! e .I °�, - � jam',. r-� r • ,4.�r .,. J'A'JC ��, �� ` „�� •--:�++�..�.:� ,.•� � ... .� r . .. ... ,�: •�71CY6x.. r . 10 i2 a 6 r ' `� �f� �Illil 111111 IIIII�J 1111011111 1111111 t � III�II�II11111 II11111� I .. .. III III !!!Illi 1111111 flill1i�1111111 1111111 1111!11 1111111 111111! 1111!11 11{{111 !1!111! !!11111 !!!1!11 II ' } ' � M"17 ' - � •:' f . . ............ N�IAlIN11111MIM11MfM1�1�111N�N��IR11+N11M��i1111I�1111�fll 7 �� ,:., o.^^+.+,.+.r..�+rn....wr we..r",...r,_ - -___ _ ."..�.,,...,.•-�.....••rw•..��.d...ee/Auir.,►. rx ..Nl..M'. 't i.W1iMI1t�.r�M1iMNt+w.-yRijpy.U?^•ti,..• o , ..' `�� - �A . i .,.".,..._...-- :�: .,< -.. ._,,.,M1...... -.*n,w,+. n+Y.... uw,.,,1 ..�. ,*r++„"IwYWw••.•.".+ry,fR,."",. ._. ~. ...-_......Yr.•.r..+..r+.ww..•_+.a••-.....•..n.,+.•..,..+w,.•..,..,. ..�rrr. +w,.re+�r.,�.a.w,•+r....n.+,s,we.:.«..»...u. .,...r,..•-.►rwrw"..-.....�•...v.-,.+...n,w.rw+..r�. . ..� ,wawMIM�IIMIM bw..+wwr�w�+►W,.".. ... .. _•-�Y,'..,",-..,.. ,..- as a�': a; `/TI�vV�WNsix# BOUNDARY NAILING C 16d AT 5" O.C. TO --- ROOF PARAPET BLOCKING SEE ARCH. FOR PLYWOOD/ OSB INFORMATION xx PER ROOF PLAN BOUNDARY NAILING BUILT-UP PARAPET -_-- ►L1P�* P0W000j 058 r -- SIMPSON 'H8" AT AS REQl11RED r• i / PER ROOF PLAN --- PLYWOOD/ OSS TJl'S PER PLAN 4'-0' O.C. F PER ROOF PLAN BOUNDARY NAIL4:G +I BOUNDARY NAILING SIMPSON 'M8' AT - PER RUOF O"8 - i SIMPSON 'LUS'le' / BOUNDARY NAILING 4'-0" O.C.---- PER RWF PLAN SLOPED 2x10 LEDGER � � 2x6 BLOCKING x CON T. WITH (4)-16d NAILS TO ; N FACE MOUNT PSL KAM / AS PER PLAN PLYWOOD/ 058 $ EACH STUD. TJ JOIST PER PLAN HANGER` PER PLAN PER ROOF PLAN F r j-- BCl1MDARY NAILING _> SHEATHING FULL EXTEND �_`� _---. ,_ ------ --PSL BEAM -� __._- - PER PLAN --_ _.'-- _- BEARING/SHEAR WAU AS SHOWN ----- _- ) �RRO�J0IST +3 � � PER PLAN. SEE SHEAR -- ---- -- WALL SCHEDULE FOR - W - - I - - HANGER BY JOIST SHEATHING REOWkEMENTS --- -- - -- MANUFACTURER W � i I / / - PSL HEADER PER PL AN - --� 2x4 BLOCKING - w 1 1 4' x 11 7 !!" - . _..._ ^ . PLACED FI.ATWISE TMIBER�T WITH SHAPE PLATE AS AT 4''-0' O.C. Q Z 16d NAILS AT 1" d AILS TO(EACH ` JOIST r+nNGER BY JOIST TJ JOIST O.C. STAGGERED STUD. � MANUF. W/ WD PER PLAN REOUIREDD To u iI I AT SIMILAR CONDITION WALL BLOCKING AS REO'D �WOTIE- TJI "ST- ACCOMODATE SLOPED 2x10 LEDGER W/ ' AT SIM. CONDITION PER PLAN BEARING, SHEAR WALL - JOIST HANGER BY JOIST JOISTS '- (2)-2xTOP (4)-16d NAILS TO 51110. ARE FULL HEIGHT MANUFACTURER W/ PLATES JOIST OCCURS ON ONE PER PIAL. UL SHEAR WEB BLOCKING AS PLYWOOD/ OSB PER -2x6 STUD WALL EACH STUD SIDE ONLY MANGERS BY JOIST WALL SCHEDULE FOR MANUFACTURER W/ SHEATHING REOUW(EMENTS REQUIRED SHEAR WALL SCHEDULf PER PLAN zx6 STUD WALL W QUIRED IG AS ---- 2x JOIST PER PLAN PER PLAN 0 Rr V S ROOF FRAMING DETAIL 2 ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL a ROOF FRAMING DETAIL 5 ROOF FRAMING DETAIL 6 ROOF FRAMING DETA3- o 6 S41- .dwq 1 1 - 6, 1-03A.dwq 1 - 1 -0 S41-04.dwq / 1 - 6• S41-05.d" 1 1 - 6, 1-D6.dwq , 1 - Z 4n 1 1/4%11 7/6' TIIIBERSTRAND (2)-2x6 - RMI JOIST W/(9) lad NAILS 2xE '7UDS- -gyp$ON LU526 AT 16' O.C. + FAaMOUNT PLYWOOD OSB ROOF PARAPET ---+ HANGER PER RODE PLAN COORD. W/ARCH. �� ROOF SHEATHING 2x BLOCKING TO Auk 2x8 BLOCKING PER PLAN PARAPET AS ---- MATCH JOIST DEPTH lv �1 r� Y O1 PLYWOOD/ OSS REQUIRED SEE ARCH. I PER ROOF PLAN BOUNDARY NAILING -- F==_y /rJOIST HANGER BY JOIST WEIR c Z) BOUNDARY NAI•-ING SLOPED 2x10 LEDGER ' a / BLOCKING A AS W Z PSL BEAM WITH (4)-16d NAILS TO ; C - PER PLAN EACH STUD OR z:=4 -TJI JOIST PER PLAN > n "' -- 2x6 FASCIA ECUVALANT 10 BEAM _ - (2)-ROWS W ' d W/ (2)-16d - - -- --- - -- -P-YWOOD OSB BOUNDARY PLYWOOD/ OSB Y + TJSPER µ NAILS .'• 2x JOIST PER PLAN PER ROOF PLAN N ' PER ROOF PLAN31i C) PSL BEAM I I BOUNDARY NAILING�• P�'rl 1 1/4" TIMBERSTRAND MANUFACTURER RER w/ 2x6 LEDGER w/(4) Rx PLAN ' - VU BLOCKING AS lad NAN� RIM BOARDREounm 2x8 STUDS AT 16" O,C. PSL BEAMS f— SHEA114 PONY WALL PER PLAN PER SHEArA � , - PSL BEAM SCHEDULEBOUNDARY NAILINGER PONY WALL MATH 2x6 ---� LAP SHEA HATH WINDOW SYSTEM -- SIMPSON CCO SIMPSON 'LUS26' STUDS AT 24" O.C. TO BEAM BELUW. PROVIDE TJl ROOF JOIST SHEAR WALL PER WINDOW SYSTEMC%XRDINATE COLUMN CAP FACE MOUNT ALIGN WITH JOISTS. 1/4' PLYWOOD ON FACE PER PLAN ; PLAN EXTEND FULL HANGERS OF BEAM AS REQUIRED W/ARCH' PSL BEAM PER PLAN TO FLUSH WITH WALL TJI JOIST PER PLAN --- HEIGHT AND SLOPE PO'+T PLAN TOP PLATES AS --- 2x JOIST PER PLAN � IRED SHEATH BOTH SIDES AT SOME CONDITIONS 7 ROOF FRAMING DETAIL 8 ROOF FRAMING DETAIL 9 ROOF FRAMING DETAIL 10 ROOF FRAMING [DETAIL 11 ROOF FRAMING DETAIL 12 SHEAR WALL_ AT ROOF r� 6. 91-070d" 1 - 1�- ' 6• ,- dwq ,T�1�-0w 6. �•�� S41•-OO.dwg 1 . I- 6 Sat ..,C.dwq I'1 0 6 S61-11.dwg 1 • 1 -0 6 ,-1 dwq 1,77-7 U � Z H SMIPSON 'A35' AT 24" O.C. PROVIDE 10d AT 4' O C. OWNDARY HAILING ALONG SIMPSON STRAP(S) VI y 4x1O PER PLAN FORM CONTINUOUS 0 F+ -PROVIDE SHEATHING BOTH EDGE OF EXISTING PLYWOOD PONY WALL TO � � SIDES PER SHEAR WALL ABOVE. SEE 16/S6.1 i �� DRAG STRUT VT SCItiEDULE. EXTEND FULL REMOVE EXISTING ROOF --- --- OF MECHANICAL AS WOUIRED AND ;UT 2x JOIST PER PLAN SPACE B&.A PLYWOOD AS O SHOWN tel_ 2x BLOCKING TO MATCH rM1 ^ PROVIDE (2)-ROWS OF EXISTING PLYWOOD ROOF- SIM BOUNDARY NAILING FULL SHEATHING AND FRAMING JOIST DEPTH 1 *61 LENGTH OF 'DRAG STRUTS. PONY WALL-2.x6 AT 24' --- _ _-_ �./ V1 r►� O.C. SHEATH PER SHEAR PSL BEAM PER PLAN WALL SCHEDULE l A„ - PSL BEAM PER PLAN N 1 1Q � CRK3(E PER ARCH. 2x4 LEDGER x CON T. F�1 PSL BEAM PER PLAN. __ I ATTACH TO PSL BEFORE PSL BEAM PER PLAN BOUNDARY FAILING PER EXTEND CONTINUOUS _- -' IN a NC WITH GGEREDNAILS PSI BEAM ACROSS WALL AND FULL. - T SIMPSON STRAP(S) AS SHEAR WALL SCHEDULE WIDTH OF MECHANICAL _ --- - I - EXISTING HEADER AND -SIMPSON 'LSV TOP PER PLAN FLANGE HANG:RS INDICATED ON PLAN. SPACE (� I ) 1MNDOW EXISTING 4" 9 1 -� ATTACH TO TOP OF WALL ' ---POST BELOW OCCURS PLATE AND UNDERSIDE OF SEE 1/Sa.1 FOR TY 14CAL STOP TIMBERSTRA:VD ROM HEADER SMAPSrIN 'AC' POST -L�-L COOAE CoNOInoNS INF(AMATION NOT NOTED. - EXISTING TRUj-- CAPS TOP AND PSL BEAM AS SHOWN. BOARD EACH S1lXf Cf PSL KXISGVG TRUSS ----�� P)ITOM BEAM _ BEARING �I --6x6 POST FOR EXISTING (2)•-.3x10 r SUPPORT OF NEW POSTS 1 PSL BEAMS 13 PSL DRAG STRUT 14 PSL STRUT AT SHEAR WALL 15 DRAG STRUT 16 DRAG STRUT AT EXISTING i 7 BEAM SUPPORT AT EXISPNG 6• set-1 .dwq 1 • 1- 1-14.dw 1 . 1 - ��.�� 6. 9 6, S6 15.dwq 1 - , -0 6 S81-ta.dwq 1 . , -0 6 S61-1 .dwq 1 . 1 -0 H SIMPSON N2.5 - - LA)UBLF 2x S U � J FRAMING ANCHORS AT (4)--16dO.C. NAILS AT 18 U.C. AT EACH STUD PLATE 311d'xRfO'D -'- 2x6 SILL W/(2) W/(4)-1 DIA. LL SIMPSON LUS28 16d NAILS FACEMOUN T BOLTS HANGERS ROOF SHEATH''IG _ _ 4' 4" 4" O LL PER PLAN ��'�~_ � _ � - 2' T & G DECKING CA (2)-2x9JOISTS _ PLAN FSR SLOPED 2x8 PLYWOOD/ OSB - !V JOISTS PER PLAN PER FLOOR PLAN -"- ROOF SHEATHING LL --PULL BACK EXIS'ING - -- ROOFING AND NAIL WITH � PSL BEAM 10d NAIL', AT 4" O.C. PER PLAN �- - REyZ row - r� 3 1a 2x6 JOIST'S 2x6 FASCII, ----_....._.- __�__ .. --- �7�fG �Z• = 11/108/110 -- BOUNDARY NAILING PER PUN W/ (2)-16d Z PLATE 1/2 XREO'D TO TA' CHORD `�F PAILS FOR FULL BEARING � ---_--- -'-'--_- _ EXISTING TRUSS 2x6 BLOCKING - -� -SIMPSON HUS410 - - SIMPSON H2.5 3%18 FACEMOUNT HANGER EXISTING '71000 TR(ISS DOUBLE 2x SILL ---- ".AMING ANCHORS - -- GLULAM W/ (41•-16d NAILS AT EACH STUD Td JOIST DLJ!AM BEAM - 1/2'. MIN.TO SIDE OF - SHEATH FACE OF AT 16 J.C. PER 2/S5.1 TYP. 4x10 BEAM PRI SHEAR WALIANCi PER a AN MODiF2ED - 9/I3/00 PRIOR To srANc�lc 2xe STUDS AT te" O.C. AGAINST BUIL.CING 2x6 W/(2) -— - HANGER BY JOIST 3/16" SIDE PLATE PER PLAN MO GATE - 9/13/2!0 16d NAILS �-PSL 19EAM MANUFACTURER W/ W/(4)-1' DIA. 0ser PER PLAN WEB BLOCKING AS BOLTS NQIF; RrJUIRED I I FILE - )( DOUBLE 2x9 JOISTS WINDOW SYSTEM GL COL. 12 1/4"x12" - I AMAA 709 - 999203' DO NOT OCCUR AT COORDINATE TJI MST SIMILAR CONDITION W/ARCH. PER PLAN -'- - - DW;4 -AIRM CHK - K.MK Ct GL. BEAM 18 SHEAR WALL AT EXISTING 19 ROOF FRAMING DETAIL e'20 ROOF FRAMING DETAIL 21 RAG STRUT AT TRUSS VLMK PLOT DATES: S6. -1 wq - i -0 6 1- q t - 1- 1-2 ,dwg 1 1-O 6 1- wg 1 - 1 - e%2 22000 19:41 3ARM 9 ARIA 9/6 000 14:26.12 sol o 9/20/2000 tt:13.11 ARM 9>� ARM M0, 0 13:40,34 ARM 200tSM.dwg it%1 2000 1 10:16.0 ARM an Zondb-1 Va. -I mill Wiwi lopo"I" >q d 41 ' e ., . •'r....++b,r•••'..a f • .r} ...._ .«-...._- .an ,ws»w+, ,s-..•n }81, �„ ,}�,:. , _ : a�:ri;rapl;. -,..;',rs7t+nr,�+a.MOYt+vAP.r uM'#N�NI�!'..FA*'+.ew't.'![••- r#iK►1w r+Cllip*r'i.EaaMn',. 17 12 14 16All A ' � •` '' r Il�lill I��II�II�f��) '�I�IIf(IIII�'rl��l��l��'1'�� I�II��I�III (I��'��I��II11� ��I��II��I�III ��III++I��I��'� �III��II r .: . 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I . .... .... ........ .. . . .. .. .. . ... . . . .. . . . . . . . .. .. ... . . ... . ... . .. . . .. .. . ... . ....I... .. . . . ... .. . .. . . . . . . . . .. ...... ........ .. ..... . . .. . . . . . . . . .. .. . . ... . . . ... . ... . . . . . . . ... . . ... . . . (E)PA6CIA, . .... .. . . . .. ...... . ... . .. . 1* . 1 .. .. - - . . . . . .. . . . ... . .. . ... ... .. .. . .. . . . . ... . . . . . . . .. . .. ... .. .. ...... ....... . . . ... . . . >;.'.. ... . . . . .. . .. . .. . . . . . ...... .. . . .. .. 1%,V.,_ 7'-'.`% . .. ... . . . . .. . .. . .I . . . . . ...... .. . . . . . .. . .... . . . ......... . ..... . . . . . . . . . . . . . . . . .... . .. ... . . . . . . . . . . . TYID. .. . . . .. . . . ... .. .. . .. .. . .. . .... .... . ... .... . ... . . . . . . .. . . . .. . . . . ... . . . . .. . . . . . . .. . .. .. . .. . .... . ... ... . . . .. . ... . ...... . ... . .... .... ...... . (E) .. . . . . ... .. . ... ... .. .......... .... ... . . ..... . ... . . .. . .. . . . . .. ... . . . .... .. . . . . . ... . . Tylp. Z . . . . ..... ...... ......I.. . . . .. ..... . . .. . .. ... . . ... . .. . .. . .. . . . RIGID . ..... ... .. ... . . . . . . . . . ... . .. . . ... . .. .... ........ . . .. . . . I . . . . . . .. . . . .. ...... . . . . . . SHEATHING LIM~ACTURM < u 6KyL*64T -----------L ... ....... . . ... . . . . . . ... . . . . . . . .. . . ... . .. ..... . ........ . . .. . . . . ... . . . . . . .. . ... . .. . . . . .. . .. . . . . ... . . ... . . . . .... . SP1. RIooFI►IG . . . . ..... . . . . . . . . . . .... . . .. �.'.. . . . . ... . . ... . . ... . ... F44 I. . . . . ... .. .. . . ... . . . .. ..... .. ... . .. .... . . . . . . . . . ... . . . . ... . . . . .. . .. .. . . . . .. . . . . . . . . NOTE: . . . . . ... .. . ... . ... . .. .. . . . TINUOU6 AT a 010010 SLOPE ...... . .... . .. . �as� 'N (SEE MFGptl6 .. . . . .... .... ... ... . . ... DETAILS) . . . ... .... .... ..... . .. ... . .... . ... . .. . . ... .. . . .. .. . . . . . . . . . . . . . Wi.Aft C40NP;f . . . . ... .. . ... . .... . . ...... .. .. ... . .. . .. . . .... . .. . ... . . . . . . . . . . . .. .. . . .. . . . .. . .. . . . . . . . . . . . . .. . . . . .. . . . . . .. ..... . . ... . . . ...... . . ... . . . . .. . lbt % . . .... ... . . . . .. .. .. . .. ... . . . ... . .. . . . ... . . ................ . . ... ... . . . .. .... . . . IBLA6+414G r2, TaG', 0 I . . .... . . .. .. . ... . ... ... . ... . .. . . ... . ... . . .. . . ... i. u .... .. . . ....... .. . . .... .. . .. . .. .. . .. . . . I .. . . . . .. . . . . . . . .. . . . ..... .. . . . . .. ... .. . . . . . . .. . . . . . . . . . . . . ... . . . . . . . .. . . . . . . ... . . .. . . . .I . .... . . . I ...I . . . . . .... . . . . .. . . ..... . .. .. ... . . . .. . .. . . . . . . . . . . . . .. . . . . . . . . . .. .. .. . . . . .. . . . . .... . .. . . . . . .. ... . . . . .... . ... . . . . .. . .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . .. . . . . . . . ... til ISLYWD. . .. . . . ... . . . . . .. . . . .. . t2 '.,_ . . . ... .. 644EATWNG -1 Sm < :I:".'. . Aft. .... . .. . . . . . .. .. . ... . . . . . . . . . . . . . . . • .. . ...... . . . . . . . . . . . . . . . . BASE PLA9544NG .... .. . . . . . . . . 2xW Itialp 04". T40 DECKING . . . . . . . . . . . ... .. . ... . . . . . . . ... . . . . .. . . . . . . . . . . . . .. . . . . .... . . A, CANT ...... bLoft ... .. . . GRIC"T "ATWkIl 6M. 0400FING 9 .... .... . .. . .. . . . . . . . . . . . . . . . . .......... . .. .. .. ...... . . . . .. . . . .. . I' ' . .. ....... . . .. .. . . . . .. . . . . . ... RIGID IN&AIL. .. .. . . . .... . . .............. . . . .. . . . . . . . ....... .. . ..... .... . . . RIGID INSUL. .... .. . . . ... . . . . . . . . . . . . ... . .... . . .. . .. "ATwNG . .. . ..... . . .. . .. . . ... . . . . . . . . . .. ..... ... . . .. 2X6 DECKW . . . . . . . . . . . . 214 BLIKO u . . . . ...... . ..... ..... .. .. . . ... . . . . .. S. Ex .. . . ... . ... . . . . . . . . ... 7 0 x X Z., ... . .. . . .... . .. . .. ... . . ... . .. . . .... ... 00 Ow NEW METAL ow X N)_ SLOPE PROOF r�f . . . ... . .. .. (N)GUTTER 4 DOUINSPOUT (bLU-LAM < . .. . . . . . .... . . ..... . . . . . . WNbLAA"BLOCK WE 6,tfmc . . .. ... ... . ... ... . ... . . . . . . . . . . . . . . .. . . . S . . ..... ELEVATOR (.A b/4' DIA LAG SLOPE 6WAFT --- 2 X 4 016' OC ........... 0 24, OC -LIT OND . .... . ....... .. . . BEY 2!/12X WD. COLLI-IN BEY ra 7-To' # \,A2.2/ . ..... . .. ... .. .. . . . . \LA2 21 V FA5RIC WORAPPE 4X* - - -,--__j V_ OB . .. ... . . . . . . .. . . . . . . .. . . .. . .... . I NEW ------------ - ACOUSTICAL FIBER CoLA66 PA14EI. ch PYRAMID TJI PER STPlIlUCT. GL BEAM, . ... ...... .. . . . DO • VOC WORIZ .. .. . . . . SLOPE IwLt W�YL*WT 3 T T . .. ..... . . ' SKINNA17ALE-V to. A2.2 SLOPE 4) SLOPE 6LOI-E . . . . ... .. .. .... . . .... . . . .... .. . . . IDA26 fil . . .. ... ..... . . . . . . . .. . . ROOF ROOF FRAMING DETAIL r2 OF FRAMING DETAIL �oor FRAMING DETAIL . . . . . .... . . . . . . . . (E) 6CUPPM . . . ........ . .. . . . . . 2 1 W, I'-O' PROOF4,DWG 11/2' V-0' Tyr. ��2-27 V-0, ------ A2.2 .... . . . . .. . . . . . . . ------- RIGID INGUL. . . ..... . . . . . NEW METAL 6LC I _uc PROOF (a)OUTTEpt . . .. . .... . .... .. . . ....... . .. . . .... ... . . . ...... 23/12* Typ. .... . . .... ... . . . . . . . . . .. .. . . . . .... . .. . . .... . . . NEW BUILT UP x ROOF .. . . . .. . . . ... . (K)OUTTER (E)FASCIA ryfw --- , , .. —_ ___� - - 1--_ -- — -- - -- -- - - I I TyPlb. 0 ..... ... . . .... . . . . . . ... ... .. .. . .... . . . . SLOPE NEW METAL .. . . . .. . . . . . .. . .. . . C, .� ^•..•'y,i`,�.. ':A..., r •.}+: + CAP FLA&414 6 rl LbA2 a ROOF 611.FLASHING OVE ft<,W ll�" x Ll x PROTECT ION .... . .. . . .1.1.111. 1 , /X + ... . . .... . .I.. .. . . . . tir BOARD 7 .. .. . ... . ... . .. . . . . 10. RIGID IN&UL. .. ... .... . WCANT GUTTER A r aw"ElIt l4-—— * i? r iri SLom % .. DOWN6F4= J.V4 FOOT 1 Dou"broz i RDL IN • ra . . . .... .. .. . . V 61INLASWOL tLv bft,4bwmorjc FOOTS .. . .. ..... AC-S GOARD NEW BUILT 4; (A�43) 01M alli-16— --- I"loco ... .. ... . . of VINT AC-1 N�W SCUPPER 1 ❑L r SLOPE El (c E RAT- -2 EVS. CIN J I OVER ARING T. A30) II AC 7M 1*1'5� F-1 UWAALL a A2.2 r - LOW 7 -4; SLOPE INN V41 I = CIRICKE? 2xW LEDGE SLOPED TA MR 6TItACT, . ....... LEDGER "Pt C • AC-6 STRUCT. 3 iW tV "ATNIG IRA SIDE GA43 Ll 2x4* 0 24104. GA43' CRICKET E3 rV 'lot, SLOPE I t, PARAPET 1141 FOOT TRANSITION L44. PARAPET TOP OF PLATir ROOF FRAMING DETAIL ELEVATOR >00F FRAMING DETAIL fto" 94V 624'-4*CONT. 1 V2, L )ik �.2 1 11/2' I'-O' *=144 OE "06m- 1 L VW i POOT 7oUTTdllt GUTTER 2 eyt moolcm PROTECTION 150ARD A4.3 NEW SCANIFIR A GUTTER ti � SM ROOFING9 V-0, TY!'. 0O04Sr4= A4.3 1041111CYTECTION BOARD RIGID INSUL. (WORD.kW ELM. 614EATHNG LEDGER AT CONSTANT WE ON 60T, A30) LE[_*fR SLOPES AT WALL 4 Oil GUTTER 41 PLywo. T.OZ. TOP OF SHEATWIWs 2m mc,4XIN52 SHEATHING Vv rLywc), BASE FLASONG SHEATHING RIGID INGUL. PROTECTION 00. -all BASE FLASHING OWAT14M LINE OF TJI'S flW*lD *4UL. 41 -Lywo, 2x JOISTS &*ATWWv SHEATHING SLOE IN VENT FOREGROUND 04� --------- --- ------------- --- G) (D PLAN EXISTING HATCH LEGEND NORTH "ATHINIO X' ROOF FL AN LEDGER 1/ 8,;1.-0. PSL IMAM, ExIoTta ROOF SCALE,. a SEE STRICT. PLA844NG "ET OVER - Eff, CAP SHEET OVER RER4FOMCW.s SWEET —LINE OF BUILT tOp CRICKET ROOF FLAN NOTE-5: IEX16TNG ROOF BEYOND —ROOF DRAIN Wt REVISIONS - 1. AT RAIN DRAINS ('RBL'), CONNECT TO STORM DRAIN, ROUTE UNDER DECK CLAMP OT SLOPE FOUNDATION SLAB TO SITE DRAINAGE SYSTEM--SEE CIVIL. _3 1/2 11/28/00 VF VARYING ROOF FRAMING 2, AT OVERFLOW DRAINS, DAYLIGWT TO eQUTW AND EAST F>o%'TERIOR WALLS. ROUTE ABOVE LOWER FLOOR CEILING TO LOCATIONS AS BUILDING ELEVATIONS (11,63,1p 4 2/43Z), SPOUTS * W-illpp AFF. 15UT EXACT LOCATIONS TO BE VIERIFIEC W/ ARCHITECT, I No VIM Or� �� MANUFACTURED OVERFLOW INSTALL SIRD SCPMEN PSL BEAM, IN CUTLET, 6ET WALL MODIFIED - WE STRUCT. IN SEALANT FLAJOE SET DATE - SA3100 2x* ON ==:NIEW 2X4 MANGERS FILE - A2-2 ol AMAA JOB ss32o3 LEDGER EXIST. TRUSS INSULATE UNDERSIDE OF DUN 86 CHK - RAS BEYOND A EX167. wo4om DRAK INTERNAL DRAIN 4 HEADER LEADER, A ALL DRAIN PIPING RUNS RO r6- OOF FRAMING DETAIL 's CRICKET VENT r7 OF FRAMING DETAIL ROOF DRAM-) A2 ,2 �A2.2/ I to2' • V-0- A2.2 1p OF SWEETS sm ow sslwbwv fw- mAnsollo4m 34 of 41 RIP.p TMM" 10 14 �+ �.. � ,,�� IIIINI I111111II111111 llllllltlllflll I;illlllillilll Illlllilli(IIII ltlllllilllllil illilll'lllllll (lllfllllllllll IIIIIII(II � � 1 '`' 40 SUL ol 1: +f 'T^ D on 4 3 2 Ex 1 OF d� PREMANUPACTUPME g &KYL IGHT I I ® K Z A22 TD._BEAM C w — 241'-ii 3/45r � _ 1 I METAL ROOF I ~ A2] -RIGID INSULATI !BUILT-LIP RDOF _ � I O Z W/ RIGID INSULATION u _ _ _ I Y ? -- --- - ?---�__�___ ROOF ABOVE ELEv.— `I T.D. SEAM - - - - r - - — --- - - + I.S:- u? SIM. SHAFT BEYOND < T O. PLATE .2 GLUE-LAM MEMBERS w � 43'-� I/ ' "i SEE 6TRUCTURAL �� CRICKET-_-__- _ _ T.O. PLATE � � VENT CAP — ( ._/� �� -- �\ .o .��.———— SLOPE 'G' F7w.«.. -, — -� EL. 244'-0 114- '-0 .. CRICKET \MMIH AL ISU �' Y M ANI -- _�• > X V y - -+ - - ROOF LEVELof -- - -- I -- - _ id �� - 2x'8 �- TO. TJ I x y For - I TJI ROOF JOISTS i (EL. IE5 -) 3/4' SUSPENDED ACOUST - F TO 242'-S 1/4') SOFFIT ROOF LINE- BEYOND + CEILING rj . _�'' -----_ EXIST. OFFICES TO RETIAIN �- 4 +. HALLWAY — EXIST LITES II TO IN 4 A11 r MAIN LEVEL TO. TJI _- --- •� EL. 231'-5 I/4' AUL If c (EXI T.l E MECHANIC I->�\ . DEM10'D l�XIST'G COLUMNS aEYOND CHASE -/ I I I (EXIST./ _- _ � STEEL DEAM BEYOI� ' AIJ !! O in LEADERSHIP � 1 c�-wC. SLM 1 EXIB r1G SLAD I DEVELOPMENT - _ - CENTER - R � � LOWER LEVEL - TO. SLAB � .A _ _ - �.� - _ � � _ EL. 21q'-S I/4' L _ - -J a'-o' 5ECTION rl_�'�E - W EXISTING STRUCTURE NEW CONSTRUCTION T U D 5 � o � E C B A Ex �O 04 1 I I PRO h1ANUFACTURED SKYL I T A22 T._O. BF 4M I �\ 12 METAL ROOF _ 123t / RIGID INSULATION 2x DECKING 2 �T.O. BEAM �,- _ .- - - - -12 - - - -1�2 -- ---- I 2 ?45'-5-3/4� � i I.S: _ 23t I I I A222 I� T.O. PLATE �` �2 GLUE-LAM MEMBERS -� 153 b T.O. PLATE """°""�, A21 _ _ _ - 243'-8 1/4' _ - - �" SEE STRUCTURAL EL. 244'-ld 1/4' /-- CRICKET > _ �e6Han�l PPLY I E 04 aC iii TO JLE EvEL f .� - V VARIES \ (EL. 242'-1 3/4' - CnLtJI'�19 e�Yort-� _ - (t) TO 242'-S 1/4') 1 L DEMO'D EXIST'G hh ROOF OVERHANG I v NEW Tr(IM — EXIST.MOFFICES ---- ,�`` TO gam1 r (� V I t �•r.� �—._�.' I - EXIST 'LiTEB 1 I -- MAIN LEVEL � � v To IN -10TO. TJI _ _ 41 4 -EL. 731'-S 1/4' �i DEMO'D EXIST'G STRUCT., SLAB I �� CRAWL SPACE 1 I TO REMAIN ^< (EXIST.) 3 _—_—_ - EXIST'G STAIR CHASE AL ENCLOS. BEYOND �,.1 (EXIST.) MECHANICAL I 1 I - IRE/'�� - �) 1EVE �1) — - --- - — - - - - - - -J I o I II LOWER LEVEL N D NEW CONC. SLAE! �EXISTING SL I - TA. SLAB I ---- I I NEW AIR INTAKE EL. 219'-8 1/4' L L A _ L 1_ L_I- SEE MMESE CHAANIICCAI.wELL, M1C'DIFIED - GET DATE - SAvAO0 _ ___ L. J LJ L __�_ - J FILE - A3-tVE I AMAA JOd - 993203 DWN -®G CMIC - RAG �— NEW CONSTPLACTION EXISTING STRICTURE ? 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LOOBY" I - - - - - - - - - - - - - - - S M Pk.'e JECTIGN L '� '• - i I `OOt'l STORA41E °p I� fag 1 r � I I I I I ��F•�as � � u� � o AN �' i • '4 Ci19�10E I I I I I I I ROOM ELEV. STATIONS I I I T IIQALA WORK I ErIPLOYER's I ?'� STATION® io itQ RESEARCH I o ' k,' �� (\ - 6 INC I C> BUI4DMG ty ._ /'. j� GPT. � --- --- �I CENTER Ai►•I � � � A3.1 y I'4LEb I t?? /,' Gowc. ICE , u ;�,E,:;� ,<- •; '; • I ��, i _ � I _ � ,, i .; ; � •. I I III III I . - -- ------OFFICE n "S Q I I d I 1 OPEN OFFICE I I I I I I I A _ r I 1 LEA ERSHIP J 1 I I Lw v II — III I I 124E S DEVE OPI'IENT +� 0 I I M.n.Mcvs I I I I I CONFERENCE a N I I C TERcff ICE r I III I ROOM - o 31 LD - •e O .E r • f; # I I I r ro. I I 'XIVA 71r '0 MEN 0 SII •s] /' b - ® 0 ME 0 o in Z t FILE f #' M W ? 12 )- e v !� 3 ) - .-s' _ / d U , � .r ClFF ICE 1A.143 I \ / Ir I W- Le Fi gENTRYFD gr216 iy wLEGAL LEGA4 x (�3) OFFICE OFF 9 O �o v WORK AREA/ J110RK �' Q WORK `� I+1 S' II 114 i u - - _ t' ° `• d STORAGE ! 1 STATIONS - --- STATIONS - _ 0 ih ( 9 0 0 '� , h C� r ~OL FD A 8 HALLWAY W • eL�wt ,` ` �/ FO, - 11) q4 (2)WORK d / 106 / STATIONS W 1 WORK I �� X / I 1 -1;V61 KE -"L 'Iwo'-�t - - -�• [� I WOME a ? Q I STATIONS �.� �C; � � >�;�( W711 9 Ol o ? GL CLOSET 8 M� - rU -- O � 44 u A4m ® :1'-I 3/4' V .__ ALL •Q 24 — 0 � Q d,► �, 3 ?ID'-m' -f ID O CG7NG D�- ALS M4 'f _ _ 24'-s �f�ar �J 1 2'-eC L S'-b' r 10'-3 V!• sb• V2' - - --- 225-- I, 5'-5 ?D'-S' �-+ CY., 'f-T r ° �Q r 4�S✓ L,s.,r+c'°.e 1 GER'» -- --- - T'- n �] 3 •=�ul - AG '� , - - - - - � � .ate � O►JFER AREA ip -Tr` 0 If r Fn.e.+e�TN D� _ i • _ / I PAY TYP"�It�4 fY F,O.e.+eATF{Y�_ - --_ �J r�• vswwa xr•T•n --- - U10RK - -�`__ CLtq.RESIDENT'S � W - PI�DLIGATIONb I F..o►t - LOIJ►v:+E S w�cr+.ea LUNGN i I OFFICE STATIONS OFFICE OFFICE C><FIGE OFFICE OFFICE OFFICE I 1►M'► 0 OFFICE 1- -- OFFICE OFFICE gl OFFICE I ICE r'"" i"4 s b A4.1 O r i [?? ? 2 3 2 4 �'_ ice' ® r #- ® [� 172T4_71I I V V► 111r-�,�1,�,,, r r I � l.ld(CJ � ® 1t�� ■xMTND I � ' ' 2 � yj I W ' I 12'-6' 11'-3 4' '-4 I/ ' .L - A► d' "+QI I 12'-4 3/4'- _-- ib'-4'-- 13'-1 Irl' - _ 13'-1 Irl' - 11'-b Irl' 01-5 Irl' - 7' 3/4' 14'-11' i � •'� � � ?2'-0 3/4' - t? b' f 0 r v 3 ----- T --- — — Y FD e. • FD 6NEa = ' EGI. - - - - - __ - — - — - IFD Wa[AT 'G E E 1 - ° E CA Fps. = - _ - - _ e e e _=- - - _ r FI? FD.•. FD.MIEAT D i D D FD.et1EAT fi 9 EQ. i c:9, ? EQ. 7 EGI. - d 3 EQ. - 2' RA. (D fra.) 2 �a. 3 EGI. ? ED. 1 ED. _? EQ. It'-1' RD, (S EDJ j�� I c,* 11 - I •4w4iR ult.�• • •0 f7 I !7 IO V �7 •z i a A49 4.2 A42 A19 T,t• •t i 1 1 3 OILcG►aY v ° ell3 ? a T!la T a 4 [� D 4 A4.1 4 O A4.1 it l Q to Q� I U �u1 q Q 0 IL Q a a V,• �• I/? r •' S Irl' " ,Qi IL b q C 0 IS 1/2, 15 V2' S V?' • 4'-?' i'.I• .9 ?' b'.1' --m-:m-4- '-t' b'-1' b'-1' b'-b Irl' 81-I. r-?. 0'-6• ,-�r. 2 S 1 ' b.•I• 3'-1' '-9 b'-1' '-2' II'-4' i'-m' 1'-m LL II_4' 4'-?' b'.1• -0� 3'-2' S I/ '' r _ S'•1J i'-1' RA. RO. RD. RA. R.O. AW. RD. RO. - - It O. RA• RO.- ---'b-fX I ERtOR B— — WOOD DECK ^4 ---- --- 118'-lm' — — -- _ ne'•Io• _ --- --- — - 6 4 3 PLAN 1 4 3 NORTH 1 (j) LOWER J_E�'w, EL PLAN NORTH 2 1''IAIN LEVEL 'FLAN < A'l.l SCA!_E: tib'=1'-(d' A2.1 SCALE: lie'•I'-@' QQ GENERAL NOTES_-- ELECTRICAL 5YM50L6: I. ALL INTERIOR DIMEN410NS ARE TO CENTERLINE OF DUPLEX RECEPTACLE -- _ ____-__-- - -- -_-- ---.---"__-- - ---_--------- -----.__ --. -- -- - - ---- WALL UNLESS NOTED 'FA. STUD' (FACE OF BTUf`�OR -- — ----- -- -- 'CLEAR'. , DUPLEX GROUNDED R6CEPTAGLE �''`�/� Q ' ( }''� L� t I 'I DOOR SCHEDULE O WALL 4-PLEX • •12' Al'F. TYF'. DOOR�- SCHE DML E DOOR SCHE CO)UL..E 2. ALL EXTERIOR DIMENSIONS ARE TO PACE OP _ -- --- --- - ------------- --- '-- -- ------ SHEATHING, UNLESS NOTED OTI4ERWISE. 09 DEDICATED OUTLET WVISOLHTED GROUND DOOfRFRAME FIRE HOW _ DOOR FRAME FIRE RAIU DOOR _ FRAME FIRE HDW u_ No. 3 - ;A-P r--- -- — DETAILS NOTES IJV. SIZE DETAILS NOTE'S No. :SIZE DETAILS NOTES 3. ALL MTERIC'OR PARTITION WALLS ARE TYPE Al N WALL TELEPHONE OUTLET a •12' AFF. TYP. -- TYPE hlr.r• FIN. MAT. F IN. RATG PE MAT. FIN. FIN. RATG _ MAT. FIN. MAT. FIN. R<►1G Its - UNLEBS NOTED OTHEiZWI0E. SEE 1!*MET A4.2 FOR I@) 1 ? -@ Xl -@ WD p_ WO p_ I LOCK --- -- - _--_ - - P P- - -- —_ -- - ----- T - -- - i�AFtTIT10N TYPES HE,>D GONDITION�v. 14 WALL DATA OUTLET 0 .12' AFF. TYP. • ' _- 118 j 3'-@'x1'-@' A WD UJD 3 1@' 3''.@'xl'"®' A WD P- "� (�- a--- '@� @' "@' A WD p_ WD p_ ? LOCK 119 ) _3'-@'x-'-@' A UE-) P WD _P- _9 CLOSE R ----- ?11 > _3'-@'xl'-@' R,..vlsloNs W DUAL TELEPHONE/DATA OUTLET 3 3'_@�Xl'_@� A HM p_J HM p_ _ 3 LOCKiCL9'R. EXIT DEVICE - @ 3'-@'x'1'-@' tUD p UJD p_ 9 CL08ER — - ?1? 3'-@'xl'-@' A WD p_ WD_ p_ LEGEND: 3 ) 3'-@'Xl'-@' A WD P- WD P- 4 LOCK/CL EXIT DEVICE 1?I 70 REMAM EX. EXdSTING ?13 ' 3'-@'xl'-@' A WD P- UID P- � 11/�I,'0@ ELECTRICAL NOTES: — — - - — - - — -- ----_ . , - 4' -- -- 3G> 3'-@'xl'-@' A WD WD 4 LOCK/CL°aR EXIT DEVICE ?3 TO REMAM EX. _ EXISTlt _ ?14 3 -@ x1 -@ G WD p_ _WD p_ �-� - _ -- 1. DOOR J415 LOCATION, TYP 1. VERIFY ALL OUTLET LOCATIONS 4 COORD. - - P- �- -- ------ -- -- -- -- -" - _ - 'DELETED ? -103 3b'-Slx 9'-@' H - - _ - FOLD'G PARTITION ?5 V-@'.s1'-m' D - p AL p_ - 3 LOCK/_CLSR EXI"i� DEVICE - - - W/ WORKSTATION LAYOUTF' -- - -- - - - ---^-- 123 @ 3'-@'xl'-@' A HM p= HM p= 3 LOCK/CLSR EXIT DEVICE 5 [�'-@'xl'-@' UJ[� p_ WD p. I I+m _ (M)SI-FOLD ?16� 3'-®'xl'-@' A WD P_ WD p- !► -_ -- --- - __. PLAN NOTEv: 3'-@'x1'-@' P P 6 _ _ _ —_fij- -- - -. 21l 3'-�'x�1'-@' A P- P- ¢J _-.--- ---- - MODIFIED - UJALL aYT•1E?OLS -- �'-@'Xl'-@' rE AL p_ AL p_ -- 3 - LOCK/CLSR EXIT DEVICE ia'2 3'-@'x1'-@' A WD p WD p_ - S _ ?18 3'•2!'xl'-@' WD p_ WD - - --- ------- MOUNT RECEIVER/COIN DROP v 48' AFF., l 3'-®'x1'-@° P-_ p_ - - 6 V @4 3'-0'xl'-0' A WD Wt� p_ G _ 19 3'-@'x1'-@' A U� p_ U� p_ _6 LOCK - _ - SET DATE - �/13/(�� i EXISTING WALL TO REMAIN AS PER A.DA. REQUIREMENTv �- - - - - �� r . �- - ILE - A2-1 . _ NEW WALL (� C *4NECT TO STORM DRAIN - '!EE C2 - -- - _ --_11 DELETE II 3'-0'x1'-@' -f />a. p AL p_ - C 11 LOC,K/CLSR -- - ??1 3 -@ x1 -@ ,� H.M.Hp_ HM. p_ 10f'N db LOCK -- _ - A WD P- WD P- - 6 _ ®d 3'-@'xl'-@' A WD P- WD P- _l:� CLOSER ?4 4'-@'xl'-@' B WD P_ wD P- 10 IPR.)BI;FOLD AMAA JOB - 9S31m3 N NEU) EXTERIOR WALL W/ CONCRETE BASE V-0'00-01- _ -- --- -- --- 3'-iV'Xl'-@' A IUD — WD - 9 CLO°,fER DUN BG CHK: - RA8 3 REUSE SALVAGED EXIST. WINDOWS AS PER A WD WD S — P- P- ARCHITECT'S FIELD DIRECTION. P P =3S'-�' (PULL ROOM WIDTH) NEW WALL LONE HOUR-RATED) Il@ 3'-@'Xl'-@' A WD p. WD P_ - 8• 11-8. 3 - - --+k U6 � SHEAR WALL (BEE SCHED. ON 61.1) III V-@'X1'•@' ,ea- �_ le. - S - '-m* 4 a b'* *9-mom 1'-15 �� 2 E •® i11 ,�I - 9 EQ. ?'-� ,F' �,I,. r- O ?<> EXISTING AREA TO REMAIN II? 3 -@ xl -@ A WD p_ WD p_ - _-- -- 0I - N 113 3'-®'Xl'-@' A WD P- WO P- b ® s b �• a"�k- 4• b' o o g o e 1� EXISTING AREA TO Be DEMO'D A REBUILT �� , � - - f- 3 r r �I r �I r - r r 0 4 � ,114 3 -m x1 -@ WU P. WD d I a �' L 11b 3'-@'x1'-0, C '� P- WD_ P- 1 CLOS �k- - -- A d C ' D ' E I !_��F H of SPEETe_ CONSTRUCTION SET' l >M d ) vw- �.r... _._...w..w^"e+'m`.cM��4R",.k-pr�rn.�=�>,.�sw.rr.r:;•*-.rats.,,,.^+,ay.N+w+*q+Lt4C,wrrr.�eer. c»nc�{,., __ w ._. .. - - .. .. ......, ............. ..w+e-x-_r:. ..-....mss..-. .!„�.. �----•7.-I ., .�•'. • 2 v ? 14 i6 • Ii11�11IIh {� . �illll1111�fllll ILII 1111111 I( li ;,: r �.' t 1 I I I , � I II I �, ,,� I ISI Illillll I IIIIIIIIillll I,IIIIIIIIIIIII IIII,IIIIIIIIII IIIIIII�IIIIIII IllillYlllIIIII Illlllillllllil IIIIIIIIIIIIIII IIIIIIIIII , I, ;',.a::•'; , ' Illnt I e �hllnll1141 IIIrllnuhlndIudi nl N�rI f�i�I �tn IB� III 1 / n war..-+r-.... .-..,.•+.....,".......w..+.w...,_..w....c,-...r,.s:-......+....arm...«c...v «...erg......rwww.n. • .,--+ri--ws....w...v .+r-....,.,.,.r......... .iwnn.,,,..._.....+•.-.»..,+rs.w•.+.r,.++•w.sa,.vs«war.•...ua •orwv+.r.w.+.aa..rr..r.eewr�A+.-•rrwwi•Arw.. ui;_ M1 . 4 r D WLO TRn ECISW LOCATIONWOOD Tpl 1 WOOD TRt1 \ n --- -- JL- --- - - - ---- -JL---- - - n n n n n 9r� OF ALIGN AM Z r ore \ < W —.. _ _—. __ \\ it \\ � •� � 8 W A B p � /N ELEVATIONS 61 LEADEIRbAP DEVELOPMENT CENTER 103 o w Z a < < uc ! U41TE WARD WODo Tp u u n u n n II -- ----J __--_-- __ _ - - _ -JL----_- �� n IQ 24'-J Ila b P i C p ('REEENTATION RAIL ELE mATION$ AT LEADERSHIP DEVELOPMENT CENTER CONT 103 U/7N, 040 w � A z oc0 mo ID aIII 7TAv a , \ h M3mfLffi!mL-1 11 -T7JFT7-FT-17-[-TT=�TTTTTT-T I A � B C p � VAT IONS AT 5ATHROOM 119 209 a w J W QT m nIRRCR U — — Q - REhe�oNe . \,OMEN/ *mew GD. GD. R n 9 + 8 _- - E• MODIFIED !ET DATE SA31W 1'•A. D FILE - rv.-7 A B AMAA Joe . M3703 / 1 E;LE�V WN - Re G•a - RAE � 3 AtIONB At BAtHROOM 120.109 3 � Fe r �I OF SWEETS CONSTRUCTION U.T I i ' illi _ ; � ! �'. I`� 11UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIII1111fIIIIIIIIIIIIIIIIIIIIIIIII�Hlliltl�lllllllllllllillllllll�llllllllllllllfl1111111�11 �� Y ` , '• .. ..._ ... -_..... .—. ... _ .._ -.._.. .. .w.4/O.Y.e.. ' -.... a•X war�.w..r... � _. asw..ilYl.vMrver•ru ...._.. -+ r-rt.M.•...__ ..a3..La.�._ ..�. •Yr—a.-...-_rw... v ... _ _.-.-._� ..._ _ � _ - - _ ._. _.....�r.�r1 A XREFS •� IN I X-TT/ � X-1iwo •`d�1�� McLool E x 5 4 3 2 1 6 E x O 2 1 ,��' tk 1 i 1 i i LAND, ole I1 , J',, 19+0 �. 1 1 i I I i I I 1 1 1 1 I I 1 r _ < u � II � I i N � i • � f`' �' Iso I •MAI"I R I • ' 7E 19•f l I I c i CENTER SOPPIT i 11 , n MAIL t"' C i I I l I ( It�"4T IR 'UP'PLCL I?4 / I 7 SOFFIT W/ IGHTIIJG i I �� W H EXISt'G 1 i -- - _ I I - < oExGLG HT � ' - I .. — - - --- - ELEG I I \ - HALL•WAY4 ,� • b.-r �4' &R IEtf. I .1' `o OFFICE X u 0 I I25 � 1 II®OCM I E Ix T40 WOOD 6OFFIT -) �I . i 1 _ � N - - - iw I C I - G2 ct 8'- A, f iA _ - • G < s �� Y ST A r? JECT /1 3 , - If1��yyt� 61 EGt IrYO EMPLOYER'S e - _ s�.,�•.,.Y. RESEARCH 9 -Q' a F S e a CENTpR C 1• _a-� _ - - T TI - - - - - - -- - _- - _-_ -- -C --- - - - -- I - - -- - - - - -�-- ---- - - =6U51'. ACT s30Ffl - D - I - - _0 AA W ` - - ` F B EQ. K p I I A I 1- C P ' - • s.. OPEN TO ABOVE , � _-- --- -- � .f.t �.._- I j 1 i SEE MAIN LEVEL REFLECTED CEILING �.�-_ I- - j.._ - I {tl I l 1 FLAN - / - - - - --- , I �,, r p D- , 1 _ A po S A F E ROOM CONFERENCE • - - 1 - - 1 K G g --- — _ -- - - F - - - , --_ - ___. d '• /� - 8 8' F D- Ex1eTING , _ T d LEADERSHIP - A�.1 W DEVE E d FIXTURE I I W - 1 , I I 1 C:I:n1T8R I GYP.DD. I ,. �_.--.. - EXISTMG ass=s�:a��r��s-s -�- "-„- -----,r-----�- -- CEILING HT I I O ?4 I C C _ -- I _ __-- ----- _-__. _ � ,-•--E�_ . E� � ---- � 8' 91-01 W A FL O E - v ! -l�� 3 , wwl _ ' - 4- - E� E N ` El • /I - - CENTER RECE66ED LIGHTe - - -- I - - ® !� HAL_ _ Y I _ ON GRID AND PENDANT + H E�, E ff E AL A 14_ -- H N 8'--0' AFF _ - 1 C i?I � -� __- -1 _ -. - 1 LIGHT FIXTURE (TYPICAL) p � 0 � - 14 lh- EQ. GL I D Ib I -,YID. DD. , Ua K ?Pv@ * CC--•-AFF / 8 -6' A F 8'-0' AFF J -- - - I V1 P-A _ - - --- I -- ¢ kL�DRK Rl A/ - f8'-0' AFF J - �' -- - - A1.1 - A _ �� - T [ -- EN G 8'-6 AFF - _ I 2J I - 21� ® �6c ® M ►y , _ - — IG --- I I E0.--E 1[ -- g ` - I I p _ 11 H G. - �E '/ - d \ �1 I _ - AFF N-- _� y-- I - I I --r - - / D 8 8 6' A (F D b ( E E �(\ - -- - j D b w GYP. �O. - - "' - 8!D S 0--4 I� -. _ _- - - H -- 14 WAY H • FR • ` • ? - i _ F F� --- --- ----- - -- _ IG --- ---._. -- - --- -- _- =AT K _�_ - H W i I 8' 0' AFF .. L •rE '`- - - � \ - -- _ . - AF OFFICE - ICE !E1 _ -OFFI -1 - 0 '� I - - - IIO -- 09 108 10� E O -- - UNDER CABINET LIGHT 'L' - / ? 3 __ - - - - ,Z13 - I 4 SEE PLAN SWT. A2.1 A� - I 8'-6' F[9'-0; A -Q F FF 9'-0' AFF / OETAIL SHT. All 8 `6" A - -- • 14 t: 6'-6' A `- 8 -6' A -- --- I'v 6+ A 8 -6, A --- 8 -6Y A - b D b y Q -- -- - - - u. - -- -- --- -- -- -- d - D-b DID . _ K I K I K D� C�! r -- -_ _ EGREfSS/PATH/EMERGENCY/ UNDER CABINET LIGHT 'L' ��lx TIb WOOD SOFFIT I Ix TSG WL)OD SOFFIT lx TSG WOOD SOFFIT NK•14T LIGHT EFRIGlENT TO MEET SEE PLAN 6147. A2.1 AND -•�T IG WOOF SOFF I T DETAIL SNT. AT.1 I CODE FOOT-CANDLE LEVELS, TTP. U 6 �:J 3 O 6 4 3 N 0 rJ O O C9 REFLECTED CE IL ING NOTES LOWER �� LEVEL �� 1. AT GYPSI,IM BOARD CEILINGS IN 81.15. 119, 12®, 708, A 209, PLAN FRAME U51NG ?X6'9 • 24'0.C. AT OTHER GYP. DD. LOCATIONS NORTH MAIN LEVEL PLAN (EXCEPT AT ATRIUM SOFFIT)FRAME USING 2X4'9 • 24'OC. r, --�REFLEGTEID CEILING PLAN l /� /� I /� NORTH 2. FOR EACH FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE Z REFLECTED CEILING PLAN IN VIVISION 16. a 3. ALL PRIVATE OFFICES TO HAVE SINGLE INDIVIDUAL J SCALE- y,. I _O• Ag,I SWITCH EXCEPT AS INDICATED. n SCALE: �b�•I'-fa' 4. VERIFY SWITCH LOCATIONS WITA OWNER. iJ !k. AT RM. ?26, MATCH EXISTING CEILING WHERE INDICATED. .tt '� -STRUCTURE (21 FIXTURE HANG(-, CABLES 6. WIRE NEW EXTERIOR LIGHT FIXTURES TO EXISTING TIME CLOCK Z SPRING CLIP AT OPPOSITE GORNER� CONTROLS. 6. VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION. STRUT SECURED TO STRUCTURE � PROVIDE OCCUPANCY SENSORS W/ OVERRIDE SWITCHES • ALL U 6 M UE 3/4 INCH MYSQ. RO TUBING WITH SPRING CLIPS SI EACH END NE AREAS EXCEPT RM. 12l 1 HALLWAYS/PASSAGES. MANUFACTURED BY ROBLIN PRODUCT SYSTEMS, OR SIM;L.AR CONNECTION S DEVICES TO BE OF APPROVED TYPE AND HAVE 100% COMPATIBILITY. T-DAR LIGHT \� r�� TCEILINGQ �J , M? GAUGE SUPPORT WIRE CLIPS AT TWO 1 G GRID R _ - LEC E D S` M 15O L S w 3 AT HANGERS r10RE THAN I b OUT OF PLUMB, PROVIDE COUNTER SLOPE • 48' EACH WAY DIAGONAL / w 1. HANGERS. � \ POST • 1?' COMPRE861ON CORNERS / O.C. EA. WAY � 2 x 4 FIXTURE ! ` - - -_- _ WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE A v b. TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE SUSPENSION FOR SPANS O x r7_x I a, ©, 4, 0, 2 EXCEED(-, A8 INCHES SHALL BE A MINIMUM OF BACK-TO-BACK I I/4 INCH r-Q 3/4' HEAVY INDIRECT FIXTURE W - ---_-- COLD ROLLED CHANNELS Tf-E DUTY `� DIRECT/INDIRECT LIGHTING LL 9 TUBING W 6`MAX. _ LATERAL BRACE AT 11' O.C. EACH ANCHOR 70 STRUCTURE TO HAVE 1049 LBS. MINIMUM WITHDRAWAL �� '/� � -� \\\\\ S. STRENGTH. ? x ? FIXTURE (PRISMATIC) w/ MAIN RIJNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSION SYSTEM 0. -'REVISIONS - AT 4'-®' O.G., SU T2 LIGHT FIXTURE SUPPORT: RECESSED DOWNLIGHT 11 1/00 � 1. MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSIOI�I SYSTEMS AT A. WITH 'INTERMEDIATE ATTACHED SUSPENSION SYSTEMS, 12 RS HANGERS SHALL OF ATTACHED TO THE GRID MEMRERS RECESSED WALL WASH£R 4'-EI' OC,, SUPPORTED WITH NO. 11 WIRES AT 4'-0' O.G. (OR MO. 10 WIRES WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - GR088 RUNNER CEILING GRID AT V-V O.CJ. HANGER ATTACHMENT SHALL SUPPORT 5X CEILING LOAD, TANDEM FIXTURES ML,Y USE COMMON WIRES. / WALL MTD. FIXTURE 50 LDS.MINIMUM. HANGER WIRE AT B. LIGHT FIXTURES WEIGHING LESS THAN 56 LDS. REQUIRE SPRING CLIP MAIN REAM 4S' FOUR WAYS � (?)-i? GA, SLACK WIRES FROM THE FIXTURE HOUSING TU PENDANT FIXTURE _ 2. GROSS RIA4NERB SUPPORTED BY MAIN RUNNEF ^ OR CROSS Rl.'NNERS THE STRUCTURE ABOVE. SAFETY GABLE ATTACHED ----! �'� � PROVIDE STABILIZER f;AF BETWEEN ALL MEMBERS A7 PERIMETER. C. LIGHT FIXTURES IN EXCESS OF 56 LBS. SHALL BE TO CEILING GRID FIXTURE - - 3 SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. COMPRECISION TYPICAL BRAGING HOUSING, THEN WRAPPED CROSS MAIN a WALL SCONCE FIXTURE HANGER SYSTEM TO BEGIN W!fail•! 8 INCHES OF PERIMETER D. ALL LIGHTIWx SHALL BE POSITIVELY ATTACHED TO POST CONNECTION ROUND FIXTURE HANGIW-s RUNNER RUNNER 4 THE CEILING SUSPENSION SYSTEM (LITH TEE BAR GABLE MIN. 4 TIMES ® EXIT SIGN LK•HT CLIP6 OR SIMILAR DEVICES. MAXIMUM LOAD 354 LBS. MODIFIED - LATERAL BRACING SYgtEM TO BEGIN WITHIN FEET OF PERIMETER AND CAPITOL TESTS - 1%16 SECURE AT DIAG. CORNERS NOT CONTAINING ® SUPPLY AIR GRILLE SET DATE - 9/13/00 D. WITHIN : (-,HES OF GR089 RUNNER INTERSECTION. (4)-I2 GA. WIRES ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING GRID, THAT T-BAR CLIPS ® RETURN AIR GRILLE FILE - A5 SEC-jIRED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EA(-,W II. DOES NOT ALIGN WITH THE 4-WAY BRAGMG OF THE CEILING GRID,MUST HAVE ;7THER IN PLAN AT AN ANGLE NOT EXCEEDING 46 DEGREES FROM ITS OWN LATERAL BRACING PER NOTE AS ABOVE, AT 12' O.0 MINIMUM. � EXHAUST FAN AMAA JOB - '!93103 / CEILING PLANE. BRACE AT 12 FEET O.G. EACH WAY. $ ��I�PENDED CEILING �t ) LATERAL BRACING RECESS MOUNTED -- -- I � DWN - RB GHK - RAS 4 �_ for 5U&PENDED GE Il INC LIGHT FIXTURE 5UPPORT �} EMERGENGY/EGRE°vS LIGHTING M N.TJ'!. COMPLY WITH U.B.C.UGTABLE 25-A D9DGLG01 N.TJ3. 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SMITH 1070 Cansultitla Engineers V-L. - VENTED LINE ]F*' j_2N7 S.E. 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II � i GLb- 46.6 MBH ZONE d RTU-1 ` I FiTt4- 4.9 MDN i GL6- IOd MBH r--------------- HGT6 14.6 MBH r I I II b-rom 410.3 MBH vL - - - - - - - - --- 1 I IS ' GL 1.3 MON 2.2 MBH 1 I ' 1 I I I I I I I I 1 I I ' ' 1 ' j�jlb DRAWNC's TOUbEQ44L1 T� 01� ��IG�4. G►ESk3N IGAJ FLEE AVAIL�� L��+ Ilta�s;Tl DeRIK.W RI�QIIIRPM$NT8 - R"Sk" - DuGtWOrka I TI„I I. Irkex duct V maximum for final dlrrW4r eomwction only I AN ff '' II p /� /�* 1. Duct vwlOele and static. re gre••ure loss not W exceed 1200 rpfn ��ER LEVEL �� OW�I� LEVEL HVAC: FI_I�'11 or 0.1" we plw' 100 rt. r..pwnttv.Iy. J. All exlstlng ductWork rot used to be removed. Design documents submitted 2 '—` 11A2.1 A�+� w,dLE, WS1'-0" shall show all ductwork.(noir s re-used)w/ size and location In clear manner. �2.16CA-E= Wal'-o• n 1 D1fr4sw•f __ L $fX@ baswd an MOX"M m of NC 3EL,. MOorm - V� 2. Nor and existing dirrulmwo tis be attsd�led to grid to ecmnpl� W1.h MT DAT! - 11�� n" "I•�nle requiremenls. 3. Design documents submitted shall show diffusers w/ size , location as noted �R . r M documents provided. AMAA JOB - i equlp«r.nt: C+14K - SM -Contractor •hall venlig sits A capacity of all roor mountod equfpwl to be Consulting Bn�itleers -`— - re-useel. TMs Informs len •hen be provided rrw dewlan review. If existing 2007 3.B. Ash 3t. r urlL•13�M sperclneC1000 Actatiion rdtCh >�roqulrwie�nu,unit co be replaced w/nwr 'UT 2w Portland, OR 97214 t Ower to •penlrlleAttons ror addltivnal d«Ig►+ requirements, 1 1 (�) �-0546 -Mrer to rerleoad "IWS plan for dtrrt»er location. IM.FAX: 234-0677 i14**012 Na N _ -- ..b _ .rY� .�- '• .;y ': � ,. D .. ...��., ,:, ,. '-'S.�,.+•.�r..o.w.•:..:...,...,.e r r„ a.tr...., www- : +m•+a<r..- c . 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EISSTNG w/ ui u BEI 0 H 16 S z EAM HEADER SCHEDULE 2 - (z) �x10 �` < AIARI� SIZE MS2- S74a �'+ 2- 4a' 2- Tb' 2- Toa' - -- Ex Q 5 1/4'x11 7/a' PSL .--�— W"=a' Lil / /. � (� V VAC UNIT 5 1/4'x9 1/4' PSL - a 2x10 Al 2 SHEAR ALL CJ Mu No'k 4' Q.C. �, I ow l sEi wee i:1 b �+ GLULAM 6 3/4'x12' EXt G TRUSS GLULAM a 3/4'x7 1/2' (2)-2x ABOVE ABOVE 11(a) - GNOT USED a) � ® )-2x1 jnEcnw .:N R e�ov 1 pN �.: GTJJLAM 3 1/2'sti 7 EXI G TRUSS ® V ` I® T ' ® 1I5T17' b W C TAPERED 01-78 3/4-. SEE 2/55.1 — _ —• _ p�< Q TAPERED GL. a 3/4'. SEE 2/55.1 2 17 1 ffD ® 0 •1 m WALL LIELO d GLULAM a 3/4'x45' .1 1i) 11 -3 a .r EXI u" TRUSS C� _ ® 0 uy N [� Q T BELOW •-.. � N �1`''1 �' ® -�. V � SLOPE _�ra 4 CES ROOF FRAMING NOTES 'e N ;7 �.,,, o „ ALONG�1.4SLOPE b � � 1 !C4 14 -- �► —— ® d 1.) SEE ARCHITECTURAL DRAWINGS FOR ELEVATYJNS AND ROOF SLOPES. e� ACTURED ►- EXI G TRUSS SKYLIGHT 111 I < v L.) 430 Y ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH WORK. NOY" E?NGINEFR -- -: - C IMMEDIATELY OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS L1IFFFR FROM THOSE SHOWN OR NOTED. + �j - O.H. _ - 3) ROOF DESIGN CRITERIA I N ��I ® ®� C� I®C"� m INT MAIN 4 .� DEAD LOAD r 15 PSF - - LEVEL HDR. LIVE LOAD r 25 PSF I 1_ DEFLECTION LIMITED TO 7L/240 EAI TRUSS (2)- 0 CgjID DO �7 ABOVE ✓ ® ABO 2)-2x10 ASSEMBLY ~ ci 4.) ROOF SHEATHING TO BE APA RATED EXPOSURE I SHEATHING WITH MINIMUM SPAN RA71MG OF 24/16 AND I I I f 4 L N - �_2 - - D A MOM M 1FMCKNESS OF 15/32' N i I NT. AIN d .1 m X10 AT 24 V. t h HG LEVET hDR. 11 HVAC UNIT a.) ROOF NAILING TO BE 100 GONION OR GALVANIZED BOX HAMS NAIL AT 6' O.C. AT ALL SUPPORTED O ra' TRU� / AND JAMY --- o e+a• HVAC UNIT t°1 eC PANEL EDGES AND 12' O.C. AT THUS SUPPORTS BLOCKING IS NOT REQUIRED. EXCEPT ( .r � SEE NOTE 10 MSTaCr, 1 11S 0' •MS AS FOLLOWS AREAS INDICATED THUS TO BE NAILED AT 4' O.C. AT ALL PANEL EDGES ,`, BLOCKING AS REQUIREDLz �v - — - / • d; TYPICAL HEADER FRAMING: NEW SE \ I r 14 13 \ an v SHEAR WALL I INAII G� � 1 SL \ INTERIOR CORRIDOR HEADERS TO BE (3)-2x,O'S (INDICATED AS NOR.) UNLESS OTHERWISE NOTED. BELOW PROVIDE MINMMRAM DOUBLE CRIPPLE AT HEADER ENDS AND RUN CONTINUOUS 0'4R 1 SMEAR WALL ': I �-® 4 EXT. MT TYPICAL f CEN tER POSTS WHERE OCCURS, _ 1 ® LEVEL �/ �! 7.) STRUCTURAL WADS ARE TO BE FRAMED VAIN O.F.t2 2x6 AT 16. O.C. TYPICAL U.O.N. _ - D 12 , BELOW ,1 11 (1 -1 BEARI AND ,HAMA 94 PHO-, w _ _ WALL OW ASSEMBLY 1C1 [�] r U' S6.1 STI A' 24. O.0 r 1 ^'^ d) SOLID BLOCK A7 RIM LOCA710N5 wH4ERE POSTS OR BUILT-UP STUDS ARE SPECIFlEp. 7/ " TJt 65 �. �; \ ©I ^R�/ z • i ' I BELOW ri, ti �' /� MVAC UNIT VAC UNIT • 9.) SPLICE TOP PLATE IL ALL 16d TOr BEARING WALLS AS FOLLOWS: LAB DOUBLE PLATE ' / _ WT!C UNI HVAC UNI - -940L8 P'-0' MIN. AND NAIL WITH tbd TOE?4AILS AT 11' O.C. STAGGERED EMT. 2x10'S 1 / SEE NOTE t HVA NOTE 10 y� 10.)COORDINATE WITH ARCHITECTURAL AND MECHANICAL ORA►MRCS FOR EXACT SIZE. LCCAl10N AT 24' Q.C. TO If — 1 I ANO WEIGHT OF ALL ROOF MOUNTED MVAC EQUIPMENT. MOV1DE DOUBLE ROOF JOISTS AT MECHANICAL UNITS REMAIN, SHORE 9 �- ---- M 27, 01I S6.1 SEE NOT 10 `I. VVT_I PROVIDE DOUBLE 2x6 BLOCKING BETWEEN %OSTS AT PERI"ITER OF UNIT AND AT DUCT OPE)41NGS SUPPORTED AS REQ'D TO _ _ G� ® 'M 27 � MS37' 'M-,T37' + wST37' 'MST37' MST-17- 4 �O BY 'HUS26-2TF" HANGERS INSTALL BEAM NEW I 'I VAC UNIT--+ T• -� - - I�1 e15001B ►� , ALIGN JOIST [� 777-7= G. NOTE 10 `� AR NEA NEtGE�L w E F& w/ SHEAR 9VAu. -i � v (2)-2xA 1 l _ S6.t TI1 t1 TJl HVA UNI -- \r�,/I V► A B JOISTS I °� s O.C. wT-N,aoo°��!16-1 (� C D 2x8 JOISTS I 24. 0.C. V' I AT 24 O.C. `rj` 1 7 TJIV.6 ALIGN HV UNIT -- -•,`h Slw. 32' o' ,��"' , /a W/ ALL 4. 0• WT 77OLS --r__y o' S AT 2 NOTE 10 1 a'-0' 16'-0' 9'-O-_ ,9 'L�e d I 11 7 g' TJI S f (Y��b 1 _ 5'-4 1/4-t 6'•-3 six 4 3/a- 4 3/6' - 6'-3 3/e' 5'--4 1/4-t AS REQ'D 31'-4 I/A' CUT FROM - 1'_4 1/4't AS REDID j As REO'D GL a 3/4•x4'5' AS REQ'D E ® ® ® � ® (2}-erica E __-- 2xa FASCIA •- TYPICAL JOISTS _ - - - ---T_� � - • SMI. 1 71 2xa JasTS LEVEXTQ MAIN 2xa JOISTS - --- +• - - -�= - -- -- a AND JAMB 4) AT 24' O.C. 2xa FASdA ersess� ASSEMBLY O1 CUT FROM CUT FROM I ( I CL 3 3/4'x43' GL a 3/4'x4'5- 1 1 R00t FRAMING PL 12'-1 S/a"t FALL Dowty 111'-5 5/16' FALL 0o11MN 12'-1 3,1i-t AS REO'D AS REWD 5. 43'-a a/Ia- I I � � 2 TAPERED ATRIUM GLULAM ELEVATION z 1- 2A.�wp 1 ` _ 1- 46'-Ir 16'-D' 56'-2" J 11x'-11r' z o� ILL REVISIOW - 11/ Oft MODIFIED - 9/13/00 STET DATE - 9/13/00 FA.F - WAA ?OO - 9' 03 DHM -ARM CHK -fcw DATES. 1 2&7 ARM /2 &53.3 ARM gra 10: x41.6ARM 14 ARM s 5 114�•.9a.37 AM 1 �'• • •.. 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EACH EAC H({ +- I� m A TJ JOST PER PLM NAwOQ PQ PIAN TZ 00 /q,,p{" ,81ST J YWOOD BOUNDARY NAILING y A FULL Itl0/1T - PERAS PLM POf EARBTO/91EAR e V WALL SSO HIED1.1E Fdt CA HANGAR BY Jew SHEATHING REQUIREMENTS 2" E'• E YMUFAGTRLLR PLACED MTMR Q = E / 1 1' 11VJD/r Pa HEADER PER PLAN I TJ .IDtsT SHAPE PLATE AS O.C. ST SAS AT 4 AT 4'-r D.C. U E JOIST HMMR BY JOIST EQORNLD TO x . STAG moo LEDO[R W/ IW IIDmI GM (S) YMK. r/ WO A' PLAN ACm10DAW SLOPED ( (({)-I6I N..IS m IM MAIL'.I m EACH tlBII: euAwNo AS EOb JOIST HANGER BY JOIST JoIsm PULES I./l'N STUD < Hql[ TJ JDST Sm AT !WAR 001EITION WALL EARNO/ 9EM WALL MANUFACTURER R/ PLYWOOD/ 051 PER E16 STIR WALL 2✓ STUL1 WALL � W AT 9Y. CONDITION . / PER PIAN STUDS ARE ftN1 IEKAIT PER PWI. SEE SHEAR JOIST aoallb ON o1E L WALL aERDLU FOR SLWEB A AS SHEAR RN1 SCHEDULE PQ PLM � %M WE 'lY IIAl14T5 BY JOIST IIII SLATTING REQUIREMENTS MANUFACTURER W/WON KCIOGW ASLN x. JOIST PER PLAN U REQUIRED ad — S ROOF FRAMING DETAIL 2 ROOF FRAMING DETAIL 3 ROOF FRAMING DETAIL 4 ROOF FRAMING DETAIL 5 ROOF FRAMING DETAIL 6 ROOF FRAMING DETAIL u o ^-0 1- 0•p 1 . 1 1- 0N'S 1 - I- 1 . IM 1 10.11 r/r (2)"716 RN J09STm�S) ISG NAILS be STgS PLYWOOD/ OSI AT I6- 0.G FA OONSIMPSON T PIX ROK PLK4 HANGER x. BL:oaaa TO E� ROK IAIUNET NATION JOIST DEPTH I COO1D. M/IRON. ROOF SHEATHING ►MUNE, AS EB 1LOCW6— PER %AN F _ay PLYW0OD0 / GSB REOUS[D SEE MCH. 1� PIX P N BOUNDARY NAILING. ; JOIST r. W/ BY AST w YMUF. G WED 0.0CIWG AS REO'D 7t (S f10LNDMY MAIID LKED 7.10 llDOO1 � _ 1EAy WITH {}ISG NMS m r'A PLAw EACII(SNO OR .-.A - TJ JOIST PER RMJ .� / BOUpMY PLYWOOD/ ON F 1 EOLOVALMT m BENZ �J PLYROOD/ GSB NAILING m otw PLAN Q --,. b0 FASCA J KR ROK PLM 2 W/ (2)-1 L JOIST PER PLAN d[ TJ JOIST H� BaIIDMY WAILING 7R OCR PER PIAN Pa SLAY 1 1/{• TRlfR57RA D NASm` r JOIST PER PLAN RY BOARD �110 aOCSD AAC%MWS/ Iw MA�ISIX W�1) ►LUN�Y'AW11ALL 7! S11O5 AT 10' C.C. PEER BEAMS Is 30ImINL(AjAM 1OIIDMT HAIRO—�� Pa MEAN PCNY WNL WITH 7e W SHEA IM TJ ROOF JIOIST SHEAR WNL PER PER PLAN LAIN KLOW. PROVIDE 9MPSCN LUS2W STUDS AT N' 0.4 m 1/4' PLYWOOD ON FACE "IX PLAN ' FIM ER7D1D PULL SIMPSON CCD FACE MOUNT AWMI MM J06M OF BEM AS REQUIRED TJ AST PER PLM ' IDOIT TOP 1A�ES AS SLOPE W�AATETEY COLWI CAP HANGERS PSL BEM PER PLAN m FLUSH NTH WALL REQUIRED POST PIAN Z JOIST PER PLAN SEAM SM SIDES AT SOK CMM OO 7 ROOF FRAMING DETAIL 8 ROOF FRAMING DETAIL 11ROOF FRAMING DETAIL 10 ROOF FRAMING DETAIL11 ROOF FRAMING DETAIL 12 SHEAR WALL AT ROOF W I- on Ip=1-0 W. I- GNS 1 - 1- 6. 511- .eNa 1 1- 6. AI-10.Gp 1 - 1-0 6J 1-11.e.R 1 - 1- 6. - .GRN '•1'� FF fxy, Q W ATPS'+ 'ASS' I•P'i AT x{' O.C. PROVIDE IDG AT 4'KO.ONC. m SIMPSON STRAP(S) A y z BOUNDARY NAIMG G PONY WALL K7105S EAY m MIO PER PLAN PROVIDE SIFARMN. BOM EDGE OF EOSTNC PLYWOOD ADM. SOE 16/56.1 Fes' COM1M1(IIS v�+ SIDES PEAR WALL 'RAG STRUT ER SH SCHEDULE. EXTEND FULL ROAM DOSING ROOF DDM K MECHANICAL AS REQUIRED AND CUT _x. AST PER RAN O SPACE BALK PLYWOOD AS SLH01N V PROVIDE (2)-ROWS K JO BIOCPTHING TO INION [j] BOUNDARY NAILING FULL SHEATHING E PLYWOOD ROOF A5T OEPM . LENGTH K DRAG STRUTS AND rRALRNc v1 q C7 ., PONY WALL-7.6 AT 24' 0.4 SEAM PER SEAA WAIL S'EDULL h . PSL INE—Am PER PLM 517 C4 PSL BEAM PER PLM FOy�y� 00 PER MCH. _ O 2.4 LF,OR. R . CONT. U _ ATTACA TO PSL BEFORE — o PSL OEM PER PLAN, INSTILLING MTN 100 NNS EXTEND BEM PSLEM am PER PINI BOUNDARY NAIIM. PER -- EXTEND1O1D IXINIMUOIIS AT r O.C. STAGGERED a PER Pt/IN H ARREAR WALL SCHEDULE ACROSS WALL AND Ml. ' SVSW 7IV TOP ROCS TED d1 PINNAM AS \ 9 K IECNMIGL _1 0 MOM EAS DOSING MS FLANGE MANGERS \` CAPS PSIMPST 'AA POST ATTACH m TOP R WALL SEE 11/N,: FOR TYPIM STK TIMBERSTRMD AN mlINO TRUSS �A� _ _ BOTTOM AND ^�POST B40W OCCURS PLATE AND IADfR9LE K NFOIWATIOI NOT NOTED. � TRuss- ._a�,_ CONE COlDH10N5 LAPSL BEM AS SHOWN. 1EOAMRD EACH SDE K PSL 6.0 POST FOR ENSTNG (7)-0.10_ SJPPCRT NEW POSTS _ PSL BEAMS 13 PSL DRAG STRUT 14PSL STRUT AT SHEAR WALL 15 DRAG STRUT 16 DRAG STRUT AT EXISTING 17 BEAM SUPPORT AT EXISTING At-1 •S 01 - I-;? 6J AI-10.NLS Z J H 9YP5'1 H23 BILL W//�I/O NAILSQ TNOG OIHOR9� LL AT EACH S A7 16 0.4 _ III 4y1�A. W ANPSON LUS" tb u /(x) -. __ BCl.1S O Q FAfal01MT _ 1' 4' {' Y T R G DEU'M: HANGERS ///"' rROK SEATING Ze PER IN-M4 _ O (PLNPEII SLOPED yB PLYWOOD/ OA ROOF 9HEATWD PLAN JOISTS PFR PLAN IX N PFLOOR PLAN _ PER PLAN PULL BACK O251I140PSLBEAN b _ ROOFING AND NMM MN / OLµ - - iQb 100 NS AT 4' O.C. 5 tt -BOUNDARY NANNG PER PLAN / �(x)-gd Mi[UBEARIN -- // HMS FOR FIRM BEARING SLISON M/S410 E tK 'HOID K i FACEMORAIT HAM" L'IOS1Na TRusa x! NRD'akG — AoloN HLS 'Ir MKm WE K ONAAN DOSING HOOD iRUR DOWSE II 3LL — A EAON SND TJ Owl, PER 4/w FRAMING QLuLAM BEAM TV. �� W ({ 16e NAILS SEAM FAQ K A�IBraG PER PLAN PMOai�I M007=rDAIS - "1TDO NEW SEM WALL -Le STUDS AT 1r 0.4 HANGER h ,OOT ARE P41E - 9/O/IDD POW m SrADN1 2M1 W/(x)— YAIRFACTREl1 W/ 8 7 •— AGAINST BUILDING 160 NMS POT PLAN N REDBLOCKING AS FELL! - EOISED OL CR tx 1/402' - AMAA 7CM - 9'175105 7.1 JOISTS WINDOW SYSTEM TJ .OST SIMILAR0007 OC"AT W�TI PER PAN G RN -JIOA OINK -IOAIE _ 0. 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ONE, 6011 W*A.L 11P►LY h apt 610E KW" RT11SI BOX SCHEDULE w SLAT Deltlew - T-EAR MCA ld GS6 -1 &.*T Dw%am - � Mawr 086" 01a1 MC1fJ111 a"a" VOLTAGE TIOCP (03# t'Alr Ri16tlT 6RL3MrgR ACCf6EO1tlEi % R.AOR "WILY G1t4,LE RIP-I p•' VADAQ _ TETIPMA'RIPIE SENSOR, vRLOGTY/1TATIc 1E11eoR PTRG PLoat R;TIAS+ am" 1W VVT-3 1" VAPA01 _ 430 _ _ _ _ - 0ENmon TOO 70P Q DUCT VVT-I 4" VADA14 Ilio _ _ _ 004BOR SOD 90rTOM OP DUCT WT-T k" VAIpAM UOe _ _ _ _ ODI60R 6/A WPPLY AIR R/A IIIETIR/ AW M-1 -- POLIO VENT • ELEVATOR - COM MODEL At - 32x!2 WITH C101! —�- ---- _ !/A ExNAUOr AIR Es•1 _ W40P R10AY10,7 PAN COOK MODEL MACRO W& CPM . 16" 6P 1/3-P 26V-1t n3SI1WD t3TM rage, ODD, D1000N4ECT - - — VTR VOW TWOOUGM ROOF Z alne6E Now -- RROAN Mt2DRl 0,0000 36" MDR, WAIT! PINION, 3" CIrM ROY-11 --- -- — - ---- Q - --- -------- -- --- TJ0 T1M�1-' 4 JOIST SPACE In CV-1 -- CRILM WNWAIAT PMI • ELEVATOR EO ROOM - COOK MODEL GC120. 'JCC OPM, 1!V-It """,*?AT 0 ® 61/rPLY DUCT G �y��y w�r� �'�'�/�� SCHEDULE 00 PRITiRI DUCT 1 E t AJ'7 t MR SCHEDK� 7M SC!" 0 ® 11ppille DNGT DeRMER 1 GAILLE Ep1EPrmIr EGi19104Nf Ie001'1 • ROOM NAME SUPPLY OUTLET SIZE CH"I OCCUPANTS MIK OSA VENT EGIUIPMIEIJT ROOM ' ROOM NAME 30JTLT OUTLET bIZE GR1 OGCUPMITB MM. /.bA VENT 202 OMCE CD 14"t MO 2 400 3 i0 AC-0 LN WOW AREA/6TORAGE coCD W.# 2 amelCT TO ntle?3#6 _ n 203 WOPMUTIONE CC 1410 610, 2 40 3" WOW A KAI*TCRAAE CD 14'10 0" i GO @ 0"a DETECTOR 204 CPPICE CD M"t 6 2 40 2" MR416 P SITROOM CD-I 10x10 210 2 3b © E2g1TM6 TO Ri1AN mr CO1011lWZ AREA CD 3#'10 4 0r0 200 WOMEN* PE0,TROOM CD-I 10x10'- 2w2 210 ® PELOCATE 210 ORICE CD W., 2 40 28 WORK STATIONS, CD IC"t 20,0 0, MRC oorqo4.11 210 OPP 09 CD 141.t - - 0 2 40 210 Coe6s3 osm WAMM CD 12"0 366 b SCNEW 20 ERIC( CD 14•'1 2 40 220 WOW STATION CD •'10 20C 3rtE 213 OPPICR CD 14"# 2 40 223 ELEVATOR LORRY CD 1'10 SC 2 4C ® POW DAMPER _ PIP .' _ TOTAL TOTAL 300 T74 MALL CD 0"t so I NRS IN WE DAPPER - PGJ AC-7 Ila LEGAL .b'PIC'E co S'10 610 2 40 226 WALL C.D 0'14 EC 1 20 _� V1pL,lI'! 0.'tiTItOL OA MOR - VO Ey 0 114 LEGAL OFFICE rap 0110SO 2 40 TOTAL 2400 TOTAL SW O TMERM106TAT Q Ili WOW STAU" CD 1"► _ – 2 4C AC-6 1p3 LEADERSMIP CENTER CD (TTP. 4) D"t 400 21 Am H Ili WOW STATICNS CD 14'10 20,0 3 60 TOTAL 160p TOTAL 406 ® � Z 0 Iit C4 PYALILII CL 6"t I 70 AC-1 214 "Wasc!(TY ORIC11 OD (TTP. 2) n"t 42C 3 bo S�-.G�--y4 GIA6 PIPING %a �. t0, 6TOIRAGE (-0 6x6 1 20 2" "WINDRM'S OFFICE cc O"t 42C 1 20 4 # L _ WTM LNER I�C Z A IPJ t101'RlM0, PE6TIgr"fil CO-1 IDXIO 2M.' 7 300 TM �rCl KE Cf. Q'V 430, 2 40 �ayi OC MEN*nesTROCTM (�.I IOIOD 1p --- T —300 211 c"ce CD r2"t 0 � 430, 7 �`1 .— SMOKE DAMPER el 100 MALLWAY /,'p-I 6"t NEW LINE TYPE - TYPICAL I, IOID 1 2C 2 2 CISTAT Co 12'14 430 2 40 Ex10,TN6 LIE TTP IR - TYPICAL TOTAL p00 TOTAL 140 272 u101r: STATIONS cc p'Y 436 2 40 m AC-5 104 KTTrai1 co b"t 200 7 M Lt! TYPE - TYMPtr•, TOTAL 30pC TOTAL 24C C:�IOCOWOsp_.C. PMwWr t6 oP ItOp 1.Ms IA LCIMTiE CD TI"t MO 4 _ 10 AC-0, 101 PROJECT ROOT-I CD 6"t 100 1 20 100 I JO *4-1 102 0,TORAG11 CD 6110 10 I 20 10.1 d1'iCL CD 11'14 30,0 2 40 AG•O >M LRADle11111P C7♦Y7E1ft W (M. 4) 1211t iH0 21 4511 I 100 CPt'iCZ CD lo"t no T AC TOTAL MN TOTAL M 1/S ORICE CD 10'14 210 7 40 ORICE CD W14 210 2 40 MIt R63LICrATICN OPPICE CD - 14"♦ 4W 3 6e TOTAL. 2400 !OTA. 360 � AG-4 DI RRIEARCM CENTER "0 ( rp. 0) 12x6 1 260 20 420 i AC-/r 92 RLEAPIC" CENTER CD-I (TMT. 0,J oxw 2" 26 420 1 TOTAL IF1C TOTAL 040 c: �1 P ! 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