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12529 SW HALL BLVD-2 N S. W. SC FFINS STRE T CLASS BuBACKFILL S ' t? r p O o r - NEW STORM MANHOLE --- PROPERTY LINE J�• \ �s s ®�yv>� �Jv PO II Z � r- II NEW STORM MAIN ------"- COUNTOUR LINE000 _ of O r III►- ❑ NEW CATCH BA SIN / 7 a qr z 14 & ca U I ❑ ti� WOOD UTILITY POLE 17F - - -___ --- -- -- '-1-- - ----------- z o . --- - -- ---- - - P S _ 176 U SAN/TARP SEWER MANHOLE \ �'V Gl1)' ANCHOR O 04 II p F Z Z ' 0 STORM SEWER MANHOLE °V GAS VALVE C-) 0O X00 2: Z LJ � Nom _ _ pa `!4 r z > > O N ® EXISTING CATCH BASIN ST �Q U) 00 Q > z h 0 O ��� 15 FIRE HYDRANT S cY �' E L7 cL> (n uj G P� -SS- SANITARY SEWER LINEZ 0) "N WA VALVE Lr) ^TZ -- -- - --- --- - �- - _ Z - - -- P -- OVERHEAD POWER 21 .- ..� 17 4 fnJ C'� --SITE -' 174 , w 0 -2 X151. `- D N� WA TER METER 2j h l' w QE f r VE O "I / O p ,II Z O Z m 3 U LA- I 10 F3E RtMO -- G -- GAS LINE. -a- TRAFFIC SIGN ��CO �C/5� / 0 + z z w �1N PSPNP�S 0 w - W-- WATER LINE - o - WOOD FENCE C S F T 172 �--- Z E�(\S - -- 4 `� � _- �_.. -__- - 172 � ASPHALT � EXISTING CONCRETE C�0 C] i ��/ CSP CO E ,TION FOR ; ; ; ; NEW GRAVEL n NEW CONCRETE C'Q m 8 SYSTEM t> p IVATE STORM : • • . • .p J Z j-;=-O-.J200 Q O------------ R� 170 - - - - - ---- -- �J . -- 51.94L.F. 1 170 z �„-QST. w =0.0060 161 .06 L.F. 12 D.I. PIPE S=0.0060 168 _ _ _ _ __ 168 VIC INI 1 Y MAP rn a0 h cv oo c� r cv r` ►� ml O ll z N 1-ih h h �� � r` h h h CONSTRUCTION 9r� GENERAL X91. 1 0+00 0+40 - 0+80 1 +20 1 +60 2+00 2+40 - W �m Z PROFILE: STORM SEWER 1 ELEVATIONS ARE FROM CITY OF PORTLAND BENCH MARK NO. 1507, A BRASS DISK ON HALL BLVD., AND CONVERTED TO NGVD 29, ELEVATION OF 148.589'. � U W �p SCALE: HORIZ 1"=20' I� �0 Nib 2. MATERIAL AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE STANDARD CONSTRUCTION SPECIFICATIONS OF THE CITY OF TIGARD, THE UNIFIED J VERT. 1"=2' ,< T ALI-i BLVD. ��� SEWACE AGENCY, AND THE TIGARD WATER DISTRICT. a W io - . _ W _�'_ X16 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND UTILITIES 00k -1- W w ` _�-� MAY EXIST. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN W J - CONFLICT WITH THE PROPOSED CONSTRUCTION. :. 4. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A PERMIT IS REQUIRED TO BE OBTAINED FROM THE CITY - -- R,�O/W - -- Y-- --- 175 ENGINEER'S OFFICE BEFORE CONNECTING TO (OR EXTENDING) THE SANITARY SEWER, A CONNECTION PERMIT IS REQUIRED FROM THE CITY BUILDING d DEPARTMENT BEFORE CONNECTION TO THE SANITARY SEWER. �a Q - \ 5. CONTRACTOR SHALL NOTIFY THE ENGINEER, CITY OF TIGARD, & U.S.A. 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS, CC m EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING G �� ARKI G "AS-CONSTRUCTED" DRAWINGS. E-{ , ' C w / 6. TRAFFIC CONTROL SHALL BE PROVIDE;) BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO IN ACCORDANCE WITH Q 177 -- / = C A CITY (JOB SPECIFIC) APPROVED TRAFFIC: CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA W INSTALL FIRE HYDRAS AND PROVIDED TO CITY OF TIGARD ENGINEER. SEE SHEE _- - �Y C / Cn Q Q \ �' 7. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING NOTIFICATION TO ALL OWNERS OF UNDERGROUND FACILITIES AT C;/) 3 c h LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING EXCAVATION. Z - C 8. EFFECTIVE EROSION CONTROL IS REQUIRED EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E Q. REQUIRMENTS. THE CITY Q OR USA MAY AT ANY TIME ORDER CORE'-CTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. >� I % 9. TRENCH BACKFILL WITHIN THE R/0/W SHALL BE CLEANED, WELL-GRADED 3/4-0 CRUSHED ROCK `OMPACTED TO 95% AASHTO T-99. J 10. ASPHALT CONCRETE PAVEMENT MIX TO BE PROVIDED FROM A MIX FORMULA AS SPECIFY=D BY O.`S.H.D. SPECIFICATION SECTION 403.11 FOR ')LASS "B", C� "C", OR "D" ASPHALT, AS SPECIFIED. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT PLANT UNLESS REMOVE EXISTING 12" CULVERT _ z Z / OTHERWISE INDICATED. 92% COMPACTION IS REQUIRED FOR BOTH LIFTS OF A.C. PAVEMENT. REGRADE AREA TO SHALLOW DITCH �'�, 1�� 11. A TEMPORARY HARD SURFACE PATCH (COLD MIX A.C. OF HOT MIX PAVING BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END 4 / OF EACH DAY'S WORK. NO TRENCH, ON SITE OR OFF SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE - PROPO SHOP � FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. v 5 9� S.F. 12. ADJUST ALL MANHOLES LIDS AND VALVE BOXES TO FINISHED STREET GRADE. z Z 175 U� . I 13. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9: 00 P.M. TO 7: 00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9: 00 P.M. U N . ' N � .I•. 178.20 TO 8: 00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9: 00 A.M. SUNDAY. co I 14. STORM SEWER PIPE MATERIAL INDICATED AS DUCTILE IRON PIPE SHALL BE PER ANSI A21.51, CLASS 52, WITH PUSH ON TYPE FITTINGS TO MATCH AND Q � z w Q \ RUBBER GASKETS, WHERE INDICATED AS CSP IS TO BE REINFORCED CONCRETE SEWER PIPE PER ASTM C-76 CLASS 4. USE FERNCO CORE AND SEAL BOOT m � - j NEW GAS SERVICE 174 iNn' ADAPTERS AT JOINT OF IRON PIPE TO MANHOLE. ALL STORM SEWER PIPE SHALL BE TESTED IN ACCORDANCE WITH CITY OF TIGARD REQUIREMENTS. NOTIFY THE CITY OF TIGARD #639-4171, 24 HOURS BEFORE STARTING WORK. i Z �q W l� \ 15. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES AND TO RECIEVE A CITY REGRADE THIS AREA SUCH THAT IT DRAINS �� -- - ----- - OF TIGARD PUBLIC WORKS (TPW) STAMPED APPROVAL ON CONSTRUCTION PLANS. Z W g TO CATCHBASIN, PROVIDE A 6 THICK LAYER -~--- 3 I;• - - r� OF 1"-0" CRUSHED ROCK FOR TRUCK ACCESS � 17 - 16. THE CONTRACTOR SHALL MAINTAIN ONE SET OF (TPW) STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. N TO FILTER VAULT. 3 � - �� N ' 17. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP PRE--CONSTRUCTION MEETING. TELEPHONE 639--4171 V 1 O ` d U2 r 18. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS, ALL WORK WILT.. BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. v >>g 19. ALL PIPE FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN USA. PIPE WILL BE TYTON JOINT, CLASS 52. 172 N ., ., o LL ` .2+13'. CON INLrt. 20. 36 OF 3/4 MINUS GRAVEL COVER FOR ALL WATER MAINS IN STREET AND RIGHTS OF WAY. R/0/W �--� - ° --= = - 1 p 21. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINIFHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. �� 1_71- -- C: �sPMi�Lr 22. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJx6" FLG. TEE, 6" FLGxMJ GATE VALVE, 6" MJxMJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE - ` _ HYDRANT, A-442, M•Jx5-1/4" MVO, 3 PORT (2"-2-1/2" NST HOSE CONNECTION, 1-4-1/2" NST PUMPER), 1-1/2" PENTAGON OPERATING NUT, OPEN LEFT, <W COLOR YELLOW, APPROVED EQUAL: MUELLER CENTURION A-423, WATEROUS PACER 6790, CLOW MEDALLION. SS ' . �2% ��.-'g" �sPN��s 23. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1--1/2" CUBIC YARDS OF' CRUSHED 1-1/2" - 3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. - cam G 8"0 161�b 24. OPERATI011 OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. �- - - c, - d ---- 1+61.06 CONSTRUCT CONTRACTOR TO VERIFY LOCATION AND fV 0 1-7 NEW SHALLOW MANHOLE DEPTH OF WATER LINE IN THIS AREA. 25. DAMAGE FOR EXISTING FACILITIES: (GAS LINES, WATER, LINES, ETC.) SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. SEE DETAIL ON C3 PROBABLE RELOCATION REGARDING ELEVATION CITY C)1= 'TIGAHf) E� OF 4" WATER LINE REQUIRED. SEE PROFILE. THE FOLLOWING PR VI RVI PR T V - 26 E OLLO NG UTILITY tIIr, ,PROVIDE DE SE CES N R' 4 PROJECT VICINITY: CITY OF TIGARD 639 4171 _- -- -/ Y � I E '' •• ••��•� • •"• PORTLAND GENERAL ELECTRIC 464-7750 R/O/W 0+00 EX STING STORM MANHOLE � For only the work as descriL�cd 1 , TIGARD WATER DEPT. 639-1554 rEF�MIT NO.�rIE 0153> �3�� NORTHWEST NATURAL GAS 721-2449 START NEW 12 LINE FROM LAN See Letter ta. Foll ••[ � GENERAL TELEPHONE 639-0631 EXISTING 12" STUB TO SOUTH Attach...................•.••• •••"•[ l� SCALE 1 �=20, US WEST COMMUNICATIONS 249-5410 Job Addross:-__�� _ I --6 UTILITY NOTIFICATION CENTER 246-6689 By: ----'- -- - - - Dale:_.-J%-j� TCI OF TUALATIN ".',L.;-Ey 691-7000 9 /2 /99 til 11999-00053 10 It' 1999-00331 12529 IIAI.L BLVD NiIof 19 If IIIiN police a pl►aals clearer Ill;uj the JUN 0 2 2000 document, Ilse document is of nl'arl;inal Ilnalil�• 1111101,011111 cd li I i i I I I I l 1 ( I;!! ' ,�I({� I(l) Ili(i;, , i (Ij II Ii( i!I ilii!(! 1� ;i I I! Illli!I(ilIII I 1 !jl !) !!j ! � , !! III INCH 11 MAD! IN CN INA }} it Is 17 a� I I I 1111!1 1111 II li'I iii! !iii iii!ii I (Ilii ill! I 'I i I !' ii U i� ' I. I. .r. „ ,i I""' rinril ri rinlr, n�fr. ►„(!„ ..III(.,. Iii!,. ,! 1..,. .!.!1l....,IIII. ..I,l. ILi.lIIl.I!..!Illh !II!IN!�'��i{II!!I!IIII�IIIIII!III!ill!!!t!!I!!!!!!!�!llt!!�.!!I!I,.!I!!!IIIuHIiInrill II) !SII.• u r iu , J . irnrnr uri N 0 J m I SEE LANDSCAPE PLAN �i�, 0 rn / FOR TOPSOIL REQUIREMENTS S = 6" EXTRUDED CONCRETE I� b 6 _ CURB W/EXPANSION �^ 'I JOINTS 0 20' O.C. ��,� Ln " CONTINUOU'S - ! W --W WV W 12"----- W ---- W - W - - W ---- - 12 W W �' \ 12 - ABANDON EXISTING GAS SERVICE EPDXY BEAD cis \ G 7----- 45 = --- G ---- G -- - ---- G ----- o Sly _ -- !i�lTITIi!►'- 6" . 8" , _ cod , SITE \ o \ F c INSTAL - NEW GAS SERVICE F��' CO �"9� � j S. W, SCOFF. STR _-- , _ > c J � -- - SS - - SS -- -- SS - - - SS � ,Q m - ---- -- ------ __ _ G ss � . 6" EXTRUDED CURB '� �nn11 EXISTING SANITARY SEWER CONNECTION _ N.T.S. -t p IBJ CONTRACTOR TO LOCATE AND REUSE = w PERMIT REQUIRED ---- - ---- �._ _---- - z o Q �, 0 � 12" CONC. EXTEND NATER SERVIC � WV 4„ WAT R -_ Q 12" STORM DRAINA-G - - -_ --__ -- -_ ---- - FROM EXISTING METER W < W W - G 6 HOT TAP VALVE AND THRUST BLOCK �- - � ---- C L VE R T --- � _,I � P - ----- P - ---- P -- - - --�� ON TO EXISTING 6" D.I. WATER LINE i� N 126.35 a, z _- S 88'38'28 W TM lug 9 �A 2.5' D. PRECAST STGR__M_F_ILTER DATA �, FL=175.50 35 L.F 61GNAL REQUIRED DEDICATED RIGHT x � �� c� DESIGN NATER QUALITY FLOW cfS) 0.0244 J / / �- ROOF `�'"" a BASE - - _ _ -- -- -- R 0 W - OF WAY PEAK FLOW (cfs) _ 1 .00 a- Z 14 a p ROOF DRAIN SUMP M _ RETURN PERIOD OF PEAK FLOW (yrs) _ 25 �j W 2.0 178.15 178;28 RADIAL FLOW CARTRIDGES REQUIRED _ 4 (n J I PRECAST_STORMFILTER S17._E � 2'9"x 10' � <� W p (In--Out)=2.3' Min.- 1.E. MATERIAL DIAMETER 00 �J m \� � - I INLET PIPE #1 171 .91 PVC 8" W EXTEND GAS, PHONE 8c ELEC. HGL=173.18 -3 IM 177,20. . INLET PIPE 2 - N/A N/A N/A UNDERGROUND TO BUILDING INV=172.06 00 I 5 I #_ - - INLET PIPE #3 _ _ N/A N/A N/A �FL 175..32. ' Q CUTLET PIPE - 170.75 CSP 8" a I ;? RIM ELB'ATION(S): STORMWATER MANAGEMENT -� - LINEAR STORMFILTE:R SEE - o DATA TABLE AT RIGHT \. ID o 1 = 174.32 4 = N/A o II I 1 �Ow 4 I, 0 Lu 0 00 PROP ED ,� 2 N/A �S IV o rn • . ' • . ' • . . •1.78.28 1n c- - - - 5 2510 S F � . HP i PDJu�ra,E31_E LI _ Q o n a s I :� DOOR )PENIN' DIRECTION: (FACING \ o DOWNSTREAM - SEE FIGURE ABOVE U \ z . , . . . . o � E E BOE 2 TO 1 V) I~. I~. / 4 • 20 �o I USE 'N/A'N/A' FOR) METAL GRATE).2 ' � c' L' I i, H-20 TRAFFIC RATED LID _- -NO n \ O E '. .. '. '. '. o � LADDER NO o Q RIM 177. 0'. • '. • '. • '. '. � ANTI.-FLOATATION BALLAST WIDTH HEIGHT 1,77.:67 � '.1��7.82 � (USE N/A IF NOT REQUIRED) N/A N A 4 c178.10 ° \ I ROOF DRAIN SUMP a 177.79 1 7.9 .i. FL.-174.82 - 1 7.9 \ 0 N -- 178.10 1,77.80 - c9 FL=1 3.74 78.10 J } ao . •BIKE RACK rx . 17 7.50 Q R Z . 177.70 m rz �- .� 178.18 , \ J W 1 \ -u W �'o 178:.1'. . 177 .70 . ,G. . • (n Q Zzw ,, cod �- REPLACE EXISTING DRIVEWAY WITH SIDEWALK = J (� °; L` s 3 z 178,10 L.� . ' �:,`` �� •� cn W pV PIM- 177.20 \ -- c'4 UJ / S 1781.0 .-7.7.80 ROOF DRAIN V) C L� U KEYSTONE TYPE RETAINING --� ISS°4),�� ° _'JVERFLOW \` 176.80 . \ WALL APPROX. 2' HIGH `�4" SPLASH BLOCK F FL=174.46' . ' a -� _LYNCH CATCHBASIN WITH S$, t n_ 1/4" NON TRAFFIC LID IN BUILDING . " \ LIEU OF GRATE 177. 0 ' S` ` - - 1 1/2" OF ASPHALTIC CONC. 0 1 , 6.00 a �/ '. '. CLASS (B) OVER 1 112" OF \ \ - CONSTRUCT 24' WIDE DRIVEWAY �' ' "`•' �`' "" " ASPHALTIC CONCRETE CLASS (C) 1j, \ a ., „ SEE DETAIL ON PAGE C3 2 OF 3/4"-0" CRUSHED ROCK \ 92' ° ° . • o ° ° „0 . 1 \� 176.50 , .l _FINE MESH SCREEN I 5' MIN. ° o ° ° 'o a ° ° a . ° ° a ° 6 OF 1 1/2"-0" CRUSHED ROCK \ o� 1 �-----GEOTEXIILE FABRIC EXXON GTF-200 1 ROOF DRAIN SUMP DETAIL `�_'_----COMPACT TO 959 ASTM D698 4 N.T.S. PLAN _ ��� - INSTALL TRENCH DRAIN CONNECTED TO PARKING LOT ASPHALT SECTION SCALE 1 "--10' / LYNCH CATCHBASIN WITH SOLID LID N.T.S. / NOTE: CATCHBASINS ON PRIVATE PROPERTY TO BE LYNCH TYPE CATCHBASIN 1/4" STEEL WITH ASPHALTIC PAINT, 24" DIA. BY 36" DEEP, OUTLE f TO BE 6" UNLESS CONNECTION TO 4" PIPI.:, THEN 4", BRASS CLEANOUT & 45' ABANDON EXISTING GAS SERVICE STEEL ELBOW. CATCHBASINS IN PUBLIC R/O/W TO BE AS DETAILED ON SHEET 3# 9 /2 /99 SH, 199()-mw; BLIP 1999-00331 12529 IIAL.L m VI) PG2of 19 If this notice appears clearer Than the JUN U 2000 docu�nenl, the document is of marvinal (iwilih. Illll'1'(11111111'll k IIIIlIIIIIII! I !III ! lI �III i I�III� I' i;l�I I lII ! Ii'! I !IIIII! I !�II IIi1 ! i;iI ISI i .i III ! i i i1ili ! i li I'iIi I iii ! 'iIi II i I I Iil ' I i I'I I I III !iii fillll �� II• : ; �'' INCH MADE INICNINA I l i I I I I I I ! I ! 1 1 I,III II ! IIII II II III li rl 111 (Ili liln,il li!I "I{!'li'i' liul Iii iiil ,n, I {' nl lii,ll ilnill 1i It „ 1t' i tllni 11 ilnlnn n,l , nilly Inn n,l,nt in , Iu it n. IIIIlIIIIIII,{!III II. I ! II III„I,I„II,. .,IIII!„.Illil. „! I • • •...I - .,. _iI III. ... ......I II 1. I II 1 ,, !I i LOW EXISTING DRIVEWAY - - _ MATCH WIDTH & GRADE A FRAME AND COVER I w W CURB JOINT - R W LINE t 'v z o z C 4 5' MIN. SEE NOTE 5 ROW -- SEE NOTE 4 te"''2 LL z -•.-- 29G �_._-- - - --- - VARIES ONE ROAD .� N ...•.�. :..,:*. _ -- x _ SEE NOTE 3 C -ALL 2 LL 1II rTf-- ( jTfTn UT SEE v v II m • SS Q .Q i J / 5 MIN 2% ' SEE NOTE 2 NOTE 3 0 0 o w a v ' III a / 2' OF 3/4"-0" BASEROCK 21 SIDEWALK NOTES: �, > w m N1 o a_ z_ w � Q w a a. a. �'' a a D COMPACTED SUBGRAUE —_ �_.__ _-�._ _- - MANHOLE DESIGN TO � � < a `� x -`- ----- -- CONFORM WITH ASTM C-478 I a > > n m A AND DRAWINGS 010-ST & 020-ST � ` a z o z 3 z rn t LL �. / 7 z p p a J M v to rh ` Q SIDEWALK ADJACENT TO CURB _ � � � J Z 3 > - MANHOLE CONE 1'0 BE _ !\ 10' MIN CONCENTRIC ECCENTRIC :- a v v a v a m\\.. I la. Z J O s' MIN. -- ROW 04 PLAN , z o 0 < (�I I z Z< a s C) J w Li u^� U w 290 -- - _ 6„ - o z Q Z to 3t o RGAD - .- z • 151 _-�j1,. ��, '-_T� < Q a w O Q Oz z 2% a " mow o = J wc�a �y ,) wZ zn V / O 2" OF 3/4"-0' BASEROCK STREET "' -t" FINISHED GRADE ub n a I w J z J x a W m- a o p Z a a �-n > p z w a Lil 4J • -'� FOR CASTING & FRAME w = = x -� a j a � ' m n COMPACTED SUBGRADE --� `r a .4 T 6„ ____ - m x�,J m N 0 Cr Li z J l W zaaa aw -�w� �n ~►- •c — Cj - -— ri \ LAI Z� �- wo Z� > SIDEWALK AWAY FROM CURB �_s 2" OF AGGREGATE , .'. S �o3 al� t aW �� Q - I NOTES: I SECTION A —A (3/4"-0") COMPACTED z 'i - o m `° a w n o 6" X 6" 10 GA MESH a a. cr m N z a w a z Lj�' �v ~ (� I" MIN. FROM TOP OF MANHOLE LESS THAN o a ►-a�' LL 1. CONCRETE SHALL_ BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX SLUMP RANGE SEE NOTE N0. 4 " f f_ < a o __ > p - OF 1-1/2 TO 3 a: 4' w ! 00 c)a aa�p �a baa ' PIPE 10 MANHOLE CONE b•. �- w t O a .j z a L9 SECTION \ SECTION " • IN- I a wQ �v I 46,4° r 2. PANELS TO BE 5 FEET LONG, N T 4 �v0 0 E S: `�' w °a oaCIO— Q. i °• a: � a a - Li P1� x 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. _ - - ------- - - _ -__ UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. - - I -� 0- Z d 2. CURE; JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. �•' e . ° :'. cs v 1~1 •a_ ca v v w 0 ° 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE D U CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED .' :, A ° a o. .� t: ! (j00 � MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. " ° :e `e''' s e e' PIPE PER PLAN -1/2 'YDS OF 1-1 2" < c PIPE PER PLAN a'. v••' e', v ''.. e : 3 4" DRAIN ROCK U � 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE ° . .. . .: i o w W CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. .a `•.' •a• .. ..a ... •:. a" MINIMUM CONCRETE Ln .• .. UNDISTURBED- �I a 00 W J � 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. ° ° ° - a EARTH a m Z 0 OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. QQ o ° d „ �j ODo 0"0, n 00 oQ,�00006'�QCbo O•' ° o ° ° °° O �Y W °o'b 8 0� °° 80 8008 00 °oi008 00 o odd°0oo80�boo IA% 12"CO A 3/4"-0 BA H n 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO HACK OF SIDEWALK WITH .3" DIAMETER °�� � � �8 00 � �8 -_' --- COMPACTED BASE �'as PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. MATERIAL ----- 48" -- APPROVED 8r --`- ---'--- -.— --- APPROVED Br. ' No SCALE NO SCALE STANDARD DIRE HYDRANT AGUSTIN P. DJENAS _—_— AGU TIM P. DUENAS i ENGINEERING DEPARTMENT CONCRETE N C R E T E ENGINEERING DEPART}AfiIT -- DWG. No. - ----------- STANDARD n ENGINEER DWG. NO. SHALLOW MANHOLES 1 - 13125 S.W. HALL BLVD. CITti ENGINEER 13125 S.w. HALL BLVD. .— unified D �T AI L N 0 . 10 ncARD. OREGON 9722] nGARD. OREGON 97223 14 2 ry VOICE: (503) 630-4171 MARCH 1998 SIDEWALK 1 "'" `'^ VOICE: (SOJ) 09-417 ( ) FAx Soa 684-7x97 MARCH 1998 DRIVEWAY 0 W FAIL es4-729 -- -- -- ----- -- sewerage N.T.S. � Cr (STM OF nGARD ___ —_—._ _.W_ CITY OF TIGARD ------ ( LESS �" APPROVAL OA1E ��,,, APPROVAL DATE THAN 4 F T, ) agency_ g y � Q - - - -- --'- --- -- - DRAWING N0. 040-ST F',.E DRAFT:STORM SO DRAWING SD040ST - — — — ' ` Z SAWCUT - SLOTTED GRATE — `� SURFACING 0 Q „ . .. a• ,a• 1" TYP. SLOT B MATCH EXISTING MATERIAL 0 �` EXISTING PAVEMENT DIG OUT F'EPIaIR `—SAW CUT OR GRINDING \ __ TOPSOIL. .'. V OR AS :v DIRECTED r, ' ' BASE MATERIAL A INTERCHANGEABLE FRAME n i � I W �. ; •. a• ----.SEE DRAWING NO. 230--ST - O O f 4 ,• .'.4.' . A ' < 00 000 O 00 0 00 0000000 N F ;, Nv v p' v o'. s.Q ° a .' ; °„•: p FOR FRAME AND GRATE O Oo00 00 0 G 0000 00 0 I V1< I Np &1W A I 24" �B SECTION A Z 00 00„000 o AB o°O oo X00; AGGREGATE BASEROCK g Z a 3 a" A 00 Ooo o O �G" 00 000 0 0 G a . N 1 314" �—L — :t G 0 0 00 0000 Ln pro 0000 oocl - - �� D Z a -�� -� B B U N -- Iil- ----- COMPACTED SUBGRADE x PLAN VIEW r� l `� � n QCT __ L _ B •�,- - SECTION C-C O � � zLij , cn o..o a. t,:A. A :.' Q•.V. . . . :: 'a.' . :A. t SOLID COVER z LOCAL STREETS: ,; I :.'.`� '. . V) J w 1°p' Cc- AC -- 6" CLASS "C" ASPHALTIC CON(RETE, W W 3s °." • ' ' — B --- - 29 '/4.. -� W AB - 4' (1-1/2 - 0') AGGREGATE BASEROCK �a ,��W ° °' o�4a �oo� 22 1 2" C6 n W 0� C 00 . P.' o •' . o a a c� Q z i OL. < , .•,. .t.'►D'.. '4 .o'.�,.. c' dv pO ap M d � AC - 6 CLASS C ASPHALTIC CONCRETE M ° °•' p 4 � '� (,n N rJ OAA Mp1 A CN MINOR COLLE:TOR STREETS: 6" MIN 6" MIN • �\ a� = a• C (— 6" MIN BEDDING BELOW ,a r. �' .'v.' • ' 4. .'d.' AC - 7" ASPHALTIC CONCRETE, OUTSIDE OF PIPE BELL �,w ;, . MAX '' -- - ,. ,. rH e . '..e. .a o o.'. ,. .o _— SECTION A-A AB - 4 (1-•1/2' - 0 ) AGGREGATE BASEROCK a < : "'v t e" a,a ".v MAX u a B - - OR CID o• 12" .a N. _ - 24" _ SECTION -- at 4 p p AC - 9" CLASS "C" ASPHALTIC CONCRETE LAI s t •0 4 4 A . -- '- - ,y ;.'.�.' ,• p . ;'p; '. A :. :•. , A v p'• d 'i'p;' ;' ;, ;.,' i T . AV MAJOR COLLECTOR STREETS: \\�\j'i\\i-\\\�\�%�\\i 1 ` ° ~- - - �' 22� 6" 6" 18" 6" 1-7 _ SECTION A-A AC - 9" CLASS C" ASPHALTIC CONCRETE, TRENCH FOUNDATION AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK STABILIZATION, AS REQUIRED SECTION A- A SECTION B- B i— DETAIL OF HANDLE NOTES: SECTION C-C NOTES: AREA DRAIN CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 NOTES: NOTE: FRAME, GRATE AND COVER TO MEET ASTM A4883 CLASS 30 GRAY IRON OR ASTM A536-80 1. JOINTS TO BE TACK AND SANDED. 8" OF 3/4" COMPACTED BASE MATERIAL 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. CLASS 30 DUCTILE IRON, OR APPROVED EQUAL. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. 2, JOINTS TO BE TACK AND SANDED. PRECAST: MINIMUM WALL THICKNESS TO BE 5" SLOTTED GRATE AND SOLID COVER TO BE INTERCHANGEABLE REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. WIRE MEETING ASTM A497 SLOTTED GRATE TO BE USED IN DRAINAGE AREAS CONCRETE - 3000 PSI SOLID COVER TO BE USED IN NON-DRAINAGE AREAS APPROVED 8r. ---I-- -'-----"- _T_ --- _ -- ------------ - -- AREA DRAIN ---- • • AREA DRAIN FRAME , NO SCALE — APPROVED BY: AGUSTIN P. DUENAS — NO SCALE unified ENG NFFR NG DFPAPT1IErJT -- PAVEMENT DIG-0 U T AGU:6TIN P. DUENAS u 111f 1@d DWG. NO. ENGINEERING DEPARTMENT TRENCH sewerage sewerage ��ENaNEER ► ,3,25 s w HALL BLVO. ---- - -� TYPE I I GRATE and COVER TYPE y. u125 s w. HALL eLw. an•E1101NEER DWG. N0. `IBI,4 TIOARD. ORE" 97223 W � (` TIOARD. ORE00N 9722) _--__-___. VOICE (5031) 639-41T MARCH 1998 AND REPAIR A. df� WJICC, SD3 eJ0_41/1 CITY OF noARo FAX (S03) 684-1297 - --- _ 8 2 3 MIIRCN 199e BACKFILL agency agency 9 /2 /99 CITY of TIGARD FAY "" 664-7x87 1 8 0 DRAWING NO. 220-ST 111r001� APPROVAL DATE ORCOON APMWAL DATE DRAWING N 0. 230-ST 09-00053 BUP 1999-00331 17579 IIALL BLVD PG3of 19 If 111k 11otice apilvars cleart-1' t11:111 the JUN 0 1 2000 document, the (Im-11nlrnt is of n1:11'14in:11 1111;11H.. Illll'I't1iII111C(I I I I III II I I I Ii Ili !I ! it ! I I Ili iii 1 ! ill I I ! i ! ! I I i l l iiliiil HNII 111� !ll { III '!{ 1,11l� IIIII{i I{I{Ilf�lli{I ! IIlj1.{ , , I 1 III ; i�11 i ( + 1 iji iil I! 1 !ill ! l�il I i!! li► {! !1 I I I! I Il HN ( 1 INCH ,I MADE IN CHINA L_. j cniIff - — - --TV- ,. P 1 -T- 11 ty 1: t T - t I I ILII I 1 Ilii I I fill I (III!! Iii,,, 11111{1 illliliif Iii„i bili m i ,;iii i:1 , 1 tlr+l 11 11rr111 I n,I I n nllr Irr, Irl , nI I n I n. IIIIIIIIIIIIII,!!IIII.II;I!(II�II,++,1111111+1,11111„• !.I,II „+Ili i. „lil„+.,.11l„,.I„!Ili, ,.,,, ,!,,,I' ' „ I,l,i.,... III. II .. ,1111 111111 r!IIh..1+1Ii1111111+1,11. ••I.• � :111111I!i!il!!Il!I!!lil!III'!!11!II!!!!!!Iilll!!!!!!I111!!IIlII .11,11,,,,1, I„••� i I GRAVEL CONSTRUCTION ENTRANCE EROSION CONTROL MEASURE SCHEDULE PER 3-1 A TEMPORARY BIOFILTER BAGS ALL WORK MUST COMPLY WITH THOSE STANDARDS SET ACTIVITY T TIMEPER 3-7D FORTH IN "EROSION CONTROL PLANS TECHNICAL GUIDEANCE GRAVEL. CONSTRUCTION ENTRANCE (FIG. 3-2) X LEGENDHANDBOOK" PREPARED BY CITY OF PORTLAND BUREAU BIOFILTER BAGS AT INLETS (FIG. 3---7D) X OF ENVIRONMENTAL SERVICES AND UNIFIED SEWERAGE _ Sediment Fence ------X- AGENCY OF WASHINGTON COUNTY, REVISED FEBRUARY 1994. SILT FENCE AT TOE OF PROPOSED X DISTURBED AREA (FIG. 3-3) Gravel Entrance SITE GRADING & BUILDING EXCAVATION X S+raw Bale Sediment Barriers `� 110, UTILITY INSTALLATION X 3 wN1 BUILDING CONSTRUCTION X L BLVD.. e -- W_ _____�_! '� Al STREET & PARKING LOT IMPROVEMENTS X FINAL LANDSCAPING PER PLANS X CL / / R 0 W � ' •• ;� �� _ _ _ _ _ — � - __ 175 BIOBAGS AT CATCHBASIN SOUTH OF SITE ON HALL BLVD. � • • �- � -- _- _ PER 3-7D . vim �� � I � \ • L) M /F ARKI G EROSION CONTROL NOTES i I a C �\\ — 177 1. The implementation of these ESC plans and the construction, 4. The ESC facilities shall be inspected daily by the applicant/ C / J maintenance, replacement, and upgrading of these ESC facilities is contractor and maintained as necessary to ensure their C the responsibilty of the applicant/contractor until all construction continued functioning. �-+ Q I Q; / j is approved and vegetation/landscaping is established. C 5. Stabilized construction entrances shall be installed at the 2. The ESC facilities shown on this plan must be constructed in beginning of construction and maintained for the duration of the�---� -� -- C conjunction with all clearing and grading activities, and in such project. Additi°nal measures may be required to insure that all _ a manner as to insure that sediment laden water does not enter paved areas are kept clean for the duration of the project. a C the drainage system or violate applicable water standards. '6 y�.I 3. The ESC facilities shown on this plan are the minimum 6. All projects with exposed ground surfaces anticipated between 4.4 requirements for anticipated site conditions. During the October 1 and April 30 must apply seeding/mulching, or other C) 3 construction period, these ESC facilities shall be upgraded type of cover, immediately after ground surfaces are exposed as needed for unexpected storm events and as needed to from grading/clearing operations. ! Z retain sediment on site. G PROPOSED SHOP �= a- STRAW BALE SEDIMENT BARRIER ` 1 )5 �, 0 I 5, 97 S.F. PER 3--4b N F. 178.20 FILTER FABRIC MATERIAL 36" WIDE ROLLS. U' FRONT VIEW USE STAPLES OR WIRE RINGS TO ATTACH FILTER 174 � • \ FABRIC TO POSTS AND/OR WIRE SUPPORT FABRIC SIDE VIEW 2" BY 2" 14 GA. WIRE FILTER FABRIC FABRIC OR EQUIV. IF REQUIRED MATERIAL 3 G 2" caY 2" BY 14 GA. WIRE 1,3 .l. _ / h FABRIC OR EQUIV. IF REQUIRED �\ to ,�AO I 1 I I \ cr► __ c14 to a2 _ �\ STRAW BALE SEDIMENT BARRIER v – \.\ \\.\ ,\ .\\.'\ ,\ ,\ ,\ �\ \ j Y of BURY BOTTOM OF FILLER \ PER 3- 4b 172 N �.� MATERIAL IN 6" TRENCH �., \ — -- — - — e (t' SEDIMENT FENCE PER DETAIL 3-2 !� 6max. — R/O/W II rn U U --- G ASPHALT 2" BY 2" FIR, PINE OR STEEL --- – SS FENCE POSTS 0SS. G •• 8 r ASPitALi••' •• '. • ' : NOTES: �✓ i `+` 1. SELECTION OF FILTER FABRIC OF ADEQUATE TENSILE AND BURSTING STRENGTH G � S . C> ._---•4 0" _�---� �'– TEMPORARY BIOFILTER BAGS ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED WILL ELIMINATE THE NEED FOR WIRE SUPPORT FABRIC. ©-----" PER 3–7D �' 1 2. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. / -----�--- - , 2 ' X 2 FIR, PINE OR STEEL FENCE POSTS. R/O/W INTERLOCKED 4. STITCHED LOOPS TO BE INSTALLED UPHILL SIDE OF SLOPE. 2"X2" POSTS VIEW TOP VI W 5. COMPACT ALL AREAS OF FILTER FABRIC FENCE. ! AND ATTACH I PLAN SCALE 1 "=20' SEDIMENT FENCE DETAIL 3- 2 I SWALF_ OR DITCH PROJECT SITE CUT FILL P°N. ti ti � EXCAVATION 100 CY 3 (<1e BALED HAY OR STRAW tJ 90 Jd cG o / o P e o Sp. FILL (STRUCTURAL & NON–STRUCTURAL) 300 CY 2-2 'x2"x3 OR BIOFILTER BAGS ��'���o'�0 u " o ,p PEGS EACH BALE Cl 11E� p.QQ 00 ` i 'o. O� `o`'\0o o poo 0_03 •• Q o o o 00 ��// �-�F LACE BIGFILTER BAGS AROUND 0 "/ �' o o a ° o 0 o o % CATCHBASIN AS SHOWN NOTES: -- 30' ON CENTER 0!r oo4o0o o �� 0.00 O p EMBED BALES 4 TO 6 INCHES ❑ 1-7 Radius = 25' win. 0o oQ e 0 1 DRIVE STAKES MIN. 12" INTO Clean Pit Run or 2" Minus Grovel /,� TEMPORARY BTOFILTER BAGQ OVERLAP EDGES GROUND SURFACESubgra Geotexde Reinforcement 8 min. DETAIL 3— '7D OWNER: SUPERIOR SIGN SHOP PROFILE Geotexlile, as Required Depth Provide Full Width of Ingress/Egress Area* � ��S CAD ry EROS PLANSUPERIOR SIGN /S� ANG!N���J/D * 20' Min. For Single Family and Duplex Residential. X 9694 DErIGNED BY DLM 12525 S. W. HALL BLVD, STRAW BALE SEDIMENT BARRIER ��' DRAFTED BY PLM EROSION CONTROL — -------- -- - .- GRAVEL CONSTRUCTION ENTRANCE OREGON DATE 8\1Q\99 SCALE, AS SHOWN SHEET 4 OF 4 FIGURE 3-- 4b DETAIL 3- 1A !'11)(M-0005311)(M-0005311)(M-00053 __ DONALD L. MURRAY Consulting Engineer DRAWING NUMBER 141;P 1999-01133) `-I I --- _� �10 i � Telephone (503) 697-5984 1502 Country Club Rd !�',t000 12529 Ilnl.l, r�l.vn — 4 Lake Oswego, Oregon 97034 1'Gdof 19 If Ihis ttuficc stltltc:trs clt'amr Ihan lltc JUN n 2 ?aoo docttnlcnl, Ilse document is of m:train:► wrilitN. 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CEDAR VERT. T 1 G BIDING, TYP. ' I i TOP ! CMU lyp i I I TOP / PL. SUPERIOR SIGNS tYP. —• TYP. ROOF CRICKET TOP ! CMUTOP C71U TOP D Ac uj FIN. 11 FIN. FLIM -- _ -- - -- FIN FL H-(!) R. _ _ R o ----- - ----- - -- - - - - - --- - � TYP, D.B. Db. \ � 0 f� �y INSULATED STOREFRONT ` SPLIT-FACE CMU, TYP. W-011 x IT-O" O.W. DOOR INSULA'T'ED STOREFRONT I.L W/ ANDD. ALUM. FRAME, TYP. SPANDREL. PANF_L8 SPLIT-FACE CM, TYP. W/ ANOG. ALUM. FRAME, TYP. Li i= EAST ELEVATIONSOUTHV) (�2 _ ( M) �iT _ ; �-o" - A4 vall � 11-011 Z 0 Q ci LAj CL 0J m J IZ r — 4STANDING SEAM STANDING SEAM METAL ROOF PA)`1EL8 TYP METAL ROOF PANELS, TYP. 00 U-) CEDAR VERT. T / G SIDING, TYP. I 81`1 GUTTER , TYP. N SM. I �--GU--T�TER , TYP. r�1 0 041 811. GUTTER RAKE X b I TOP / PL. -- >t CEDAR 'R . t 4 G SIDIN63 zu -- FIN. FLR HM. DOOR. TYP. SPLIT-FACE CI"RJ, TYP. D B. �, D.S. U mem 3!OOTN FACE CMU, TYP. NORTH ELEVATION INET ELEVATION � 4 A41/8" _ I'-0" A,4 - 11-011 .11 I I`1YY-000J� Hf 111 1999-00331 12529 HALT, BLVD 116 Hof, 19 II' this police ;1111w.11s cle;lrer 1111;in Illy JUN 0 2 2000 document, file document is rgins11 yu;llih. Illll'I'1►111111�'(1 ,L4' I'r' ' I llllll � 411 ' ij lllll' Illii 11l�llll fill lli I, 1�11111'1111111I1 ill l 111 1 IIII I, II 1 I I II ! I I I 1 ! I II ;I I i i141 I 1. .I..I , s ! � I I 1 ! l I ! I � ; 1 ,!11 ! ;� I ! ; ;�� I illi ;ijilil' 'I Ili Il� ljij ji i�lli�i�l� ; �Ilf jlili!(ijill! I l ) ,ili� llll li i, l , l� lllllll _.; INCH I MADE IN CN INA �i _ _- 1 is 1 1 1 —�- i 1'T -31 11 III IIII111111 li II;II 1 1 Til illi;;1 111 i illi' ii illi ilii llliill iii,i' I TiMild!.... 1i11 111 n 1{ �' 111 11 U ' ' "'I 11111,1 1 11111, „II , 111 111 1111, nlln 1 n 1 1 11,1 I Ili. 4 I I II �III111111�11„illil,.I,IIIlIL,1,,,, 1111!11 .lII, ..lII�.l1! 11I1..,li I..,....i{ITL„li,If,..,Iff.,fl.,. !1l.I,,.IIlIi..,,,..N.. .lilll.{fell.. lil,.,„„111,11.,,I14l..II„jllnlflIlli,,,1111,,,,,1111,1,,,..,11lji„111,11111:!:,;!!,111,I1i1,111.!i1111j1111111111,11,I,,,. 1 1 i QE) (A� �049. 1U11 I I, IIIr , " -� CONT. RIDGE VENT I Z N ROOF VENT STANDING SI=AM ~IE T AL ROOF PANELS, T-YP. � o �J " la 4 TYP.—' I/?" PLYWOOD SHEATHING, TYP. TOP / PL fi II 11 ENGINEERED WOOD TRUSSES • 2'-0" O.G., TYP. U ROOF TRUSSES • 24" O.G. 2 x 4 FRAMING • 24" O.C., TYP. ROOF TRUSSEp • 24" O.C. -� R-30 FG. BATT INSUL., TYP. = R-I1 FG BATTS 2x4 6TUD8 • 16"O.C., TYP u_LL 1/2" PLYWD. SI-ITHG_ TYP STORAGE In" PLYWD SNTNG., TYP. - u.u- 511. GUTTER TYP. d SJ-1. GUTTER, TYP. - 3/4 PLYWOOD SNTNG, TIP. =� 1 14" TJI/95 JOISTS • 16' O.G., TYP. --� TOP / PL — - `'�----- _ -- �� 14" TJi/35 JOISTS • !2" OG.. tYP. TOP / CMU T / e"TWG FIN. CLG. — 2 x 6 FASCIA, TYP. / Irl" GYP. BD„ TYP AGOUS SU,gP GE IL INC, TYPI. 2x4 6TU06 • 16"O.C., TYP. 2x6 STUDS • 16"OC., TYP. 8 3/4" x 75 1/2" G.L. _6i I 4 EATSG SOFFIT, TYP. BLK'G. PER CODE . TYP.TENAWAA ;, Z ?xi STUDS • I?" GC, TYP. t� © R-19 FjG. BATT5, TYP. • WALLS r) i to SEE MEZZ. FLOUR PLAN A3 ® !/2" GYP. BD., TYP. TENANT B FOR DRAFT STOP LOCATIONS z O SIGN HOP I ° 61, i5' FELT OVER ' L�! I/?" PL Y WD. SNTNG., TYP. I/?" G1P. BD- OVER -` I"+ AIR SPACE, TYP. Imo" PL WU. °�1TNG. 4" GONG. SLAB-ON-GRADE Irl' PLYWD S�NGR O _ I j O +� 4"x8"x16" CMU VENEER, TYP. TYP.TIE TO STUD WALL PER CODE ?" SAND OVER Y BARRIERci FIN. FLR — -- -_ _ - -- - -— U.B.C. 14@3b.4� FFLR (OWNER'S OPTION)Ij GRADE j 6" COMPACTED GRANULAR FILL, TYP. GRADE CONC. STEM WALL, TYP. V) TYPICAL SECTION 1/411 z0 8~ � 9 �o o w 121-01111-011V) b' 011 ENGINEERED WOOD TRUSSES • .7'-©" O.C.. Tl P � LIL STANDING SEAM METAL ROOF PANELS, TYP. i I m J 12 A ( TT.P i 1/2" PLYWOOD SNItATNING, TYP. '' o{► E_*INEERE ' WOOD TRUSSES • 2'- " O.C., TYP. W z vi TRUSS GIRDER r 1 l►� V In 5/8" GYP. BD 1/2" PLYWOOD SNTNG TYPE / l3 8 3/ N 4" 3'_®11 �"" I 2x 4 STUDS • I6"O C. . , TYP " S.M. GUTTER, TYP, ti u_ STORAGE it_It « Z) o 3/4" PLYWOOD 84t1-aG., TYP. 1/2" PLYWOOD SNTNG•, TYP, 1/211 PLYWD � u- 2 x 4 FW1G. i J ' It tI` �. TOP / PL 14 TJI/35 JOISTS, TYF'. BLKG. `�� TOP / PL V m TOP / CMU ,�--- ---_------------ ----------— — _ _ __ -- ! 1 — -- a x 6 STUDS_ Z I/2" Grp. BD. ? x 4 FR1`1G. B / G Z U lY DRA 1 STOP 11 Q Q � ? x 6 FA°,�C.' P.IA, TYi • TY � AIFZ SPACE, TYP. j .----- 2 4 O.G., 1 x 4 CEDAR T t1G 4"x8"xl6" CMU VENEER, r�YP. - -- SOFFIT, TYP. TIES TNRU GB TO STUD,WALL PER CODE - — b 3/4" x 25 1/2" G.L I� I - 1 — TOP / CMU- 2x4 DIAGONAL F*ACIN6 - I - NOUR RATED WALL. 2x �4 STU S • Ib"O.C., TT"P. ACOUS• SU8P CEILING, TYP. NOTE! SUSP. LG. NOT TYP. • ROOM C 1ER3 G.L. . I x 4 CEDAR T4G TO SUPPORT PARTITIONS SIDING, TYP. _ cD � 1 in rt1 5/8" TYPE "X" GYP. BCS. I/2" GYP. BD TYP. I x 4 CE AR t1G I � PARKING SEE TYP. SECTION ABOVE IT, T P. SIGNSHOP FOR TYP. ALL CONST. 2 x 6 STUDS • 16 o.c.� TYP. Q' - R 11 FG. IBATTS 4" c,ONC-. SLAB-ON-6 ADE RECEPTION 15' FELT OVER EXTERIt)R 5/6" TYPE "X GYP. SI-IgATNING OVER FIN. FLR 1/2" PLYWD. SI-ITN %., Tl P- 2" SAND OVER VAPOR BARRIER, TYP. - --._—_____--•--------.__ -._---- -------.-__--. (OWNER'S OPTION) — -- _-- — — _ SLOPE j FIN. FLR GRADE GONG. RETAINING WALL, TYP. 611 COMPACTED GRAN LAR FILL, TYP I i 2 1"YPICAL SECTION I I,l1I' 1999-00331 A5 1/411211-011 45- 1 0 I IIAI 1131 Vr) If this ,notice appcars clearer than the JUN 0 2 2000 dticuntenl, the doculllenl is of marginal gn:llily• 1111C1ot,11ll cd I I. II � 'i ill I Il ilii:�ii lii I I II�1I� 1� I ± 1 1 ► 1 I I l i l ij llll (jll�, IMCY, ' MADE IN CHINA ' I 1 I I I I III{ � 1 � 11 , ,-�-_`I '17' 1_rte__ I. .�. ,..� >�- � Is ---TF � tf d I ,!� !! I III I Gill Ili Ilii I{1u,i I II i i 'illl'Nn III.,! I I,IIIII nhlll I,�u'II 1 'ii1 I 1 11ii1 ilnl Ilan lu It t. t Ilt�ul n n1 II tl n11 1 1111111 111111 � In 1 n � („ 1 lul ,,, Il.l�llllilllllllll III I��! !„I IlI,!l�lilll, . !Ili„JIIfi4., ,I�i.„ .,,II,!•.I,il,1�, „I ,,,I,,,, ,},II, . ,I.,,,.,.If . .Illli.loll...IIIII.Uu,h,,,,.lIII.,,,,�IIL. .,IIl,.,fl„I1,,Ilf,!III•I.Ill},I�„I11,1111,I...IIIIIII,11,11I,I( ,;8111111fhllllllll,lll,1}11H1111I1,1,.•. ,M,., 1 1 d C2) �049. >� a TYr. i A3 IBE 71 (� � cz �IU o � I a cy- Of0 TYP'. a SEE ROOF Ft "'1G. Pi._.AN 4 CPV 1-11011t2 x b STUpB � 16" O.C. {� ----- \ u -T7TI-T- %v;i I '77-1-T FTI � 0.6. TYP. ul ' Tj 3f I4 I I I I I xl� DR I1 x Trp. (, 2 A, I ! TYp. �9 4D 9i x I ( O DE81GN LOADS: r + 1 �' I ad I I I I I I i I I I I I I I I I I ROOF LOAD * 40 PSF TL (25 PSF LL) Q J WIND 80 MPH EXPOSURE B ! - �� , � I � _ ATTIC FLOOR • 140 PSF TL ()25 P5F LL) _ p -H T1 BA81C SOIL BEARING PRE88URE 1500 P`;F SEISMIC ZONE 3 � 3 - SEE ROOF FRMG PL�1PQ'� -- I lop D 5 1/8 x 21 GL. fl 2 x 6 3TUD8 • 12" O.G. 1 SECOND FLOOR NOTES- I Q� l C3 I. FLOOR JOISTS ■ 14" TJI / 35DF 0 16" t 12" O.G. �� ' ° � I 1 I I J MAX. SPAN ■ 13 FT. o 11 FT. (SEE PLAN) 10 - m 6111PSON HANGERS - ITT3514 4'-6" 3'-?" np ® Y CONNECT EA JOIST TO DOUBLE TOP PLATE WITH (1) 12d BOX NAIL EA. SIDE, 1 1/2" MIN. FROM END CT JOIST. _ 2. BUBFLOOR= 3/4" PLYWOOD (48/24) APA RATED SHEATHING BEE SHEATHING SCHEDULE. 3. E3EARING WALLS! 2x6 DF-L 02 AT 16"/12" O.G. 31 -� ----}-- --- —_-- - _ ow ALIGN STUDS AND JOISTS 4. FOR CONNECTIONS NOT OTHERWISE WALLED OUT, COMPLY I I � � � U �+ N '� hh In (nH �m WITH U.B.G. CHAPTER 23, ESPECIALLY TABLE 23-II-B-I. I 0 V NNlZ Z ?t 5. CONNECT GLU-LAM BEAMS TO SUPPORT POSTS WITH �- Z U i N (2) SIMPSON "MST21" TYP. SEE DETAILS Li W b. HANGERS: 3 1/13 x 13 1/2 GLB - USE SIMPSON "HU212-2MAY.." i 8 3/4 x 25 1/2 GLB - USE CUSTOM CONNECTOR BEE DETAILS i 1. RIM JOIST PROVIDE TRUE-JOIST 1 1/4" WIDE x 14" I I I TIM3ER8TRAND RIM JOIST. CONNECT EA. JOIST TO R!M JOIST WiTI-I (2' 10d GOM. END NAILS TOP t BOTTOt`'. I r, -71 - I I FLOOR FRAMING PLAN 1 NOR' TH ,III 144N-UUUJ.1 ----- - - - 1 141JP 1999-00331 a- o-99 I2520 IIALL BLVD 1'6 10 of 19 t If This 110 ice appears clearer 111,111 Ilse JUN 2 2000 docmn(w. the 111)cllnlellt i nl' nlarl!inal ynalil�• Illll'1OIIIIII�`ll jljl ljl►'jl�IjljlI1111111 jjlljl INCL ( MADE IN CHINA I. I. I. , 1. ,. , , L I. iilil �IIIllilillijllllllll jlllllllllllllll Illjlli'11 ll III Ilil iii1lii Illlli , li 'il , I'It iu l I, Iiil ,Iliill '��ni ii uI I i i II I„ 1 "i ! It I t't' li l Iit1nl , nnl, ,111 I ,11111„iltn� IInIu n, I 1, , ,n , � !i , !. � I • •,I .,. !.. ,! , , ..1,.,, .I.I ,II-.,1,1.1..f1,.,,.1,.+, .11111, {liiil„Il...II.Iflluifii,l.l..III...I.�ItI,!ll.,jlll,.IIII.Iii I(.,II ...III„ .,,,y,Ij,��..,IIIjL„,i,III.... .,,���„.I.,,,.,,IlI!„�j,lllllilll�lllll... I 7 C�11 2� •; � � � a ;c I Tyr-. r . U 1 Tyle. to � 2 x 6 DF- n BTYD6 • 16" Or (24F - v4) (24F - V4) Q!J 1 5 1/8x 10 1/2 G.L. x 15 G.L. D -4DA \ 100 J04- ul +_ a �> \ , I I • Z -m � , GIRDER Tf96 5 � � ! I .� 1 CD LLJ w // I A O 04 Li #4H k(244 8 U • Ib ' O. v _TYP. \ I'� r L J\\ R NT R NT X Q T 61 4 [__ -4 x -- — X I K _— — r I 1 �r i ; , I Tl'P. l� II / R NT R CSF N \ I 5 1/8 x 21 G.L H / J I / it \ , — i I 1 m // � I I I I I I I I I l l l l l l l l -�• ( I I �� ' \� — -� � � � o_._; � � g �o� �► P+ LLJ `�1 + / g _GIRD R\�RU x U- I � X � I � � Z �.� LO = n m�. (n - d DESIGN LOADS: , �I r' I in I ROOF LOAD . 40 PSF TL (25 P°�F LL) RICKET o- �" WIND 80 MFLI EXPOSURE B \ B K�G ATTIC FLOOR w 140 PSF TL (125 PSF LL) BASIC 8011_ HEARING PRESSURE 1500 PSI= q B K G I ( I I I \ I 8EI5MIC ZONE 3 �� • \ 1 f- ( 5 /B x 13 I/2 b D X. OF A. TUD • lip" O.C. -- _ I% 10 /2 G H R 5 I,' x 1155 Gl. R. \• I I( , r 2 - 4 2yF V4 ( - 4) \� I ROOF NOTES: PARAPET I. CONNECT EACH RAFTER / TRUSS t0 EACH CRICKET �- -- -- —_. -- -- — _ .-- ___ . .— _ — -- --• -- -- -•— -- -- — — — -- — -- -- — — -- — -- ------ -----------__--'� y_ SUPPORT WITH (1) 81MPS01`4 "H-3" HURRICANE TIE, TYPICAL. 2. ROOF SHEATHING : 1/2" PLYWOOD (32/16) PLYWOOD OR APA SHEATHING. SEE SHEATHING SCHEDULE. — 3. FOR C..ONNECTION88 NOT CALLED OUT Typ. OTHERWISE, COMPLY WIT#4 U.B.G. CHAPTER 23, ESPECIALLY TABLE 23-II-6-I. 4. CONNECT EACH GIRDER TI�d,1S8 TO EACH SUPPORT WITH (2) IBIMP80N "T812" TWIBTEC STRAPS OR "8T12". *11 1 1 v9q-q)ou3jROOF FRAMINGPLAN_1 NORTH Q rit►r '.999-or►33 1 � A7 3/l�0" = 1'-m" 12529 IIALL RI.VI) hC; IIof 19 If Ihis notice appears clearer than Ills' JUN 0 1 2000 dOcumetil, the docunlcnl is of marllinai tlu:Ilil}. 1),11c1'O�1Imcd k � Illjllll!jl ! I !! ! I !jljlj! i 1111111 IIIII ! Ij !!! li�l ; !III!I!jlllj. !I ; � I I!ij !jI,I ! ! I!111►11 ;I ! !! ! ! h:11 {!i ! iii I ;i i I ! !! !IIIlII�!! I;! I ! Ijl' 1! 1 ! Iji Jill ! r<; INC4 MAO! IN CHINA I I I I I 11 ! I I I j iI ! I I ( ! 1.�.I– 13 ,••�- 1T- r i II !I I 'I I III I I + liilll !ii.l !illi ri I Ilrrll i ilirrlirr Ilial I, Iii i r iii rri,i'I "I!i"iii (' it ii Ilrllli I'nrl I n II 'i' "1 I•'Inl r Ilnlrl I url r ur Ilnrliin nnlrr, „ , Ir, , r JtlII „�1,1„!I„1i,111lflili;rrrillrr ,iirllrllr,r..,,Irf!„rrl,i,! I ... lrrlr„„lillr,lrllllllli,rrlrl! ,. 1 . . Ia c i (6) 4 5 6 7 8 '� �oo C ) C C � C 9 SHEATHING SCHEDULE o I I � FAITHT'YF'ICAL SHEAR WALL I/?" PLYWOOD OR APA RATED SHEATHING 8d GOM. NAILS AT b" O.G. AI..L PANEL WITH AND 8d COM. NAILS AT 12" U.G. FIELD. I o ALL EDGES MUST ®E BLOCKED. v PT. ?xb BILL PL. WITH 5/8" DIA. x 10" ANCHOR BOLTS • 45" CI.C. I SPECIAL SHEAR WALL 1/2" PLYUx30D (7410) OR APA RATED SHEATHING WITH 8d COM. NAILS AT 4" O.G. ALL PANELq' EDGES AND 8d COM. NAILS AT 12" O.G. FIELD. ALL EDGES M,16T BE BLOCKED. ____— � _ P.T. 2'x6 BILL PL. WITH 5/8" DIA_ x 10" ANCHOR BOLTS • 24" O.G. _� _ - -- _-: -_ _.�_ _�_ - - ._ --_`�_ - - - - _` SPECIAL SPEAR WALL : I/s^" PLYWOOD (24/0) OR APA RATED SHEATNIIJG qd I a+�.��•y� WITH 8d COM, NAILS AT 2" O.C. ALL PANEL EDGES AND 8d COM. NAILS AT 12" O.G. FIELD, A ALL EDGES RMUST BE BLOCKED. � P,1p r [ --- POVIDE 4xb INTERMEDIATE STUDS • ALL VERT PANEL EDGES. r^ Z 7 PT. 2x6 SILL PL WITH 5/8" UIS. x 10" ANCHOR BOLTS • 24" O.C. I � 1 ( � 1 I I � �✓ S, cr TYPICAL ROOF SNEA1-KING 1/2" PLYWOOD ('32i16) OR APA RATED SHEATHING � /r Q (PARTICLE BOARD, ORIENTED STRAND BOARD, I O V ! FLAKE BOARD, OR WAFERBOARD, ETC.) 1 I ( WITH 8d BOX NAILS AT 6 O.C. ALL PANEL , A Q P U Er GE5 AND 8d BOX NAILS AT 12 O.C. FIELD. I I 1�+�NO �y'b ALL EDGES MAY BE UNBLOCKED. . I . TYPICAL FLOUR SHEATHING : 9/4" PLYWOOD (48.114) OR APA RATED SHEATHING WITH IOd COM. NAILS AT b" O.G. ALL PANEL. 0uj EDGES AND 10d COM. NAILS AT IV_Oil_FIELD.- Q�� ALL EDGES MUST BE BLOCKED. Q. CONNECT EACH ROOF TRUSS TO EACH +SUPPORT WITH (1) SIMPSON "H-3" TIF_ LA �, O q• aj9 V) 1c:1/ t 1-"R. WALL 1 4�,�P P bP p P l 5 fe A 4 V ,o SIMPSON "14D A" HOLD-DOILIN 'I if 1 1 13 0P SIMPSON "BSTBI6" ! S PSON 38TH b 91 3C "HD2A" Ilit SIMPSCN HD24, , ANCHOR BOLT HOLD-DOWN 5IMIF30N "83T516" ANCHOR BOLT II H D-DOUJIN ANCHOR BOLT � II 4x6 STUD 190, �c) j 4x6 STUD, n � n r+ � �P dJg � 6r$ bxb POST ! IO} �P�� , i 1/?" F LYWD. I ( 7 roa°� I 5 1�2' PLYWD. I/1, PLYWD. �. l" 1 z H.D. DTL. H.D. DTL 4 H.D. DTL. 1 A i SEE DTL. 8 / As SEE DTL. 8 / A8 SEE DTL. 8 / A86 I q` SIMPSON "ND6,10CA" 1 I 1 q�r �p� l - - _r � Q aPI HOLD DOWN SIM N " I ' �+ 'P b -_ � - PEON DbA/I�A I HOLD-DOWN 1 III I V) SIMPSON "8ST528" I\ III I SIMPSON "5STB'28"ANCHOR BOLT SIMPSON "68TBZ8" I 11I 1 ANCHOR BOLT ANCHOR BOLT � „ - -�---- - �- ---- -- -- - —�--� - - 4x6 STUD I 111 I -HOLD-DOWN F, 10 i + `� 1 I 1 3 b aq �p ( 10`n c - _ - I i i � max.- q,q I CoQ p �4p p lot yin J � _ 1-1„ I—clI/2" PL 'UD. Imo" PLYWD. 11 114VT� GMU VENEER – 2xb STUD • DOOR C"J VENEER � 4 WINDOW RV. Vv,p P�, 15 a _ H.D. D11— ° M.D. DTL - H.D. DTL. _ per" �e c �, a SEE DTL. 8 / A8 SEE DTL. 8 / A& SEE DTL. 8 / A8 - I a!���j�� ,q� Z U "° Z X a i� ! ti O V) 0 P SIMPSON "HD" I I I '� q 4. HOLD-DO111'I I/"1" PLYWD. a / q � U_. -HR. WALL � ( E) 4x6 STUD i � q � II _-___ � I Q��P�• P�� �. g I II I SIMPSON "SSTB" I 1•N!!. WALL II ANCHOR BOLT II II II I I s • // SHEARWALL PLAN ���RTH �"'� 1 8- 1ca�99 ' �t 1 ly -UVU�� H.V. ©�. �� 13 U P 1999-00331 0 12529 HALL BLVD K; 12 of 19 If Ilik IIfIlice ;1,IIIears c1c:11'c1' Illarl flit- .BUN 0 2 2000 ducnmenl, 1111. 1locnn1c111 iN of illorVin;11 Ilu:110N. Il lll'fc)�l�lltl'(� ,a;. I ! I ! Ill� l;lli ! I ! Iiili ! Iili ' I I i I il! I ( Iljiil ! 1111 III I ilj . 11iililii iil� l� li I' I i 1. I' i i 1 i I ' i II i • �ii! I '�', ` ;`� , w: i I III ! I Ili � li I { Iil ► I i , I , I ,i ' , , , IIj III , ii Il(i ii ! , lill Iilllil,illill�l 1111 ill ,Ill�Ii�ll ' INCH MAOINIa44' 1 ^' 1 T I1 Q 13 tI.II .,.. I,l.i•l.l•1i,i.ii,l.i.i,.i 1 II.l.i.l,ii.i' 1 i,lI:rl.ii,iliiI�illl','Ii� I,"',".0"n I I I1,..,'t II 'I'!i{ 1�1•,•I ( �•Iil,1.l I,nll I i 1 I u '1" I•'• I. I I tn11 I n1,lu n,l , uIIIIn1 I Int 11,1 n, n1 I 11 tu � � � 11 , ,.., , ,1...�l.,I. • „I,I.. .IIIII,.iI ..,I,.1..1111lII•,..,.fl,.,,,,.I I,�11,lIIII.JIlIII•Ilrilti,t.,,,111,, ��„IIIII,�,..,rl,iL„It,lll��: .,,,,,1„l011,�,�lll,,•1„III11111„I,I!••. "N-3" TII • EA. TRUSS \162x4 6� BLOCKING 8 ) �,P �� / \ � ) BETIUE; � TRUSSES >! • brr O.G 8d + 4rt O.C. c-� I ad • 6" O.G. o d J C c, PLO O SOLID 5LOCKING1 f' 1/2" PLYWOOD \� --- - I/2" PLYWOOD Z d N ed • 4" O.C._ I/?" PLYWOOD to \� a O ROOF TRUSS • 24" O.C. ROOF T RU 55 • 24" O.G. 2x6 BLOGKIWz j L BETWEEN TRUSS MEMBERS 2x4 t SvIb" O.G. • RoOF t 024" OG ROOF TRU Ss24" CSG. I ?x4 STUDa ib" O.G. FULL - T. \ I/2" F'L1WOOii _._._ - _-- -- --- ---- 2x6 t?TU Al 16" G.G. . FULL - T. ibd COM. w O.C. ROF TRUSS • 24" O.C. 1/2" '�LYWGOD \ 1/2 ' PLYWOOD COPT AS SHOWN 1/7 YWOOD I B TWI.EN TRUSSES GOVT A SHOWN ROOF TRUSS • 24" O.G. ter, ROOF TRUSS • 24" OC, �( J -7 ( 8d ah. • 6" D.G. l' 2x4 BLOCKING A BETWEEN TRUSSES., PLYWOCD PANEL_ JOINT 1/2" PLYWOOD CONT. A5 SHOWN ?xb STUDS • 16" O.C. 3 __ ROOF / WALL -- 4 ROOF WALL � 1 ROOF / WALL 2 ROOF / WALL qg I I,?" • 1'- to 0 qg I I/2" • I'-+a" qg 11/2" to 1'-0" (A', E) A) U � 0 5IMP50N "A34" SIMPSON "A34" o FRAMING CLIPS • 48" O.G. 5to FRAMING CLIPS • 48" O.G. _ or cx LL od COM. • b" Or; u_ COM. • 6" O.G. D f ' I/?" PL1 WOOD �� I!2" PLYWOOD �� V) rrto ROOF TRUSS • 24" O.G. -- Ir — \ I `+�• �! j ROOF TRUSS • 24 G.G. "N-3" TIE • E, TRL18S 2x4 OLOCKING �` �`'' "N-3" TIE • EA. TRUE. BET EN TRUee) `� q 2x4 LOCKIPJI'3 BET�EN TRUSSES 2x4 SOFFIT FRAMING • �4" OC, oil' --------- - ----- % !� 2x4 MR MING • 24" O.0 ' CgLAP SOR=11 F:F4-6. Ix4 CEDAR TTG SOFFIT i CMU VENEER Ix4 CEDAR TtG SOFFIT Ix4 CEDAR TIG SIDING SEE I/45 FOR T1"P. GMU CONST. 2x4 SOFFIT FRAMING • 24" O.C. � a \ SEE All FOR CMU gl�£GS. D / ( 3 j / m LL \1/2" PLYWOOD U. "N-3rr TIE EQ TRU88 2rl'a FASCIA NT.1 I/2" PLYWOGD COA8 MOWN ?xb FASCIA • I ( J 2xb STUDS • 16' C.0 2xb STUDS • 16j O.C. I V) _ I I \ 5 EAVE w SIDING_ _ e TYR SAVE � - z to. to (V r��s (?) 'IPJ x 3" WOOD 0�\ 1 V ! (V Y SCREWS • EA. STUD V A SlMPSON "A34" ROOF TRUSS • 24" G.C. ROOF TRUsa • 24" O.G. FRAMING CLIPS • 48" O.G. ! 4 2x4 STUDS • 16" O.C. 7x4 STUDS • Ib" O G. ' / 5tt � o 1/2" PLYWOOD �] � Ibd COM. • i?" O.C. -- I/2" PLYWOOD 1/2" PLYWOOD © W N z = 4 2x4 FLAT STUDS • Ib" G.C. 16d CDM. • 8" O.G. 1 16d COM • B" O.C. / PLYWOOD10COM. • 6" O.C. z V i' N 314 PLYWOOD 3/4" PLYWOOD 3/4" PL ALIGN aruas Imd COM. • 4" O.G. w � / TJI JOISTS TJI JOISTS TJI JOIaT5 �► 8d COM. IS 4" U.G. -2x6 FASCIA SOLID BLOCKING KI J / Edd Al 6" O.G- III J I I j �II "1-1-3" TIE • EA. TW85 CONT. TIMBER8TRAND RIM JOIST I I I 1 2x4 BLOCKING \ I ROOF TRUSS • 24" O.C- BETWEEN TRU5SE6 I I I 1x6 STUDS • Ib" O.G. CMU VENEER 2xb STUDS SIMPSON A34 FRAMIP4G1ANGi,4OR \ I FULL - NT. • 24" O.C. I I \ I/?'' PLYWOOD • 16" .G O . (GRID "B") /( \ GL_U-LAM BEAM • GRID .3 • 12" O.G. (GRID "D") I 1 I f I/?" PLYWOOD \ I I I CONT. AS 5POWN I \ I r r' ( 2x6 STUDS • I6� O.'..;. J11 , 11111,,, _ RIM DUAL _ e WALL / FLOOR _ FLOOR / WALL EAVEE 13UP 1999-00331 qg 11/2 I'-21 12529 IIALL BLVD PG 13 of 19 Ir i II' this notice appears clearer 111;111 Illy JUN 0 Z 2000 docimient, Ilse document is of nlar0nal wl;llif�- IIIIC'flllllllll'(I ,.� I�f 1�1►I !I! }!{ ! �!;! � ; ; ! � ;}!{! I !}!i; { !Iii}! ! i{ !,! ;;I!{ ;}!�!+!{ ��i} i !{ i}i !1;}I;I ►' ;;{! ; i{I{ ,! ;{;;� li; {!i .ri ;Il{! ���{! ;;}! I}:I. II!�!+!{ ; i�;�i,l ;{ { ,{ ! ii{; i; ; ;;�i!�j !��}I"I 1 13 Is It NCH ' MADE IN CHINA 1� I II Ili IIIIII I!�! IIIIIIIlII{11111111 Iliilll fill I lirlli iiinrl illnt I ill!'i'i! ilti r ii I niit) o' !i ' 'I IIIiI iu 1I tion t n t 't" 1' I tlrr t titritt t n,l t t„Ilir tn, nr n ,t t Illiilllill..iillll.lnlli�.,.,.lIli...I.1111„�.,,�I.I,rll.l�rrntirll�I:Gtlil,,:rrr�ll,l{rrr...,Ir�l.r„I,Ilirr:. ,,1lrrrrrllrr,.rril�I,rl�rllllillitttitll.,. 1 1 I In" MAX 9r dIM n BETWEEN BEAMS � 1/2 �/ 9 28' ROOF TRUSS • 24" O.G. ROOF TRUSS • 24" O.C. din" 3" ?" b 3/4 x 25 In GLU-LAM 8" 2" (3)/ ;I (16) 1114" D THRU-BO t8 Pl i? ' x 3 ' x - - -- -- - d 3/4 x 15 111 GLU-LAM 8 3/4 x 5 1 G' U-L MM I (Ib) I I/4" D. tHRU BOLTS 13/8" D. HOLES , f 1x4 5TUD9 • lib" OC. / 1x4 STUDS 0 11 O;C- "`• E- b 3/ 2x4 FLAT BEYOND ` ` - _ - _ - - - ------------- ------- Cr _ 1 I -- — ;n 2x4 FLAT BEYOND V44IV- -- --- - --- - -- -—--- _ _ �\ - - - - - - - 5 1/8 x. 21 GLU-LAM 1 ! 5 1/8 x 21 GLU-LAM C 51MP50N "M5T21" 5TRAP L E' I_ .i- SIMPSON "MST27 STRAP / POST TO BEAM— 5/Ib"�'� TYP 7 - OPP. TIDE I • I I . I BEAM TO BEAM C I• 1 I OPf'. SIDE --}- — — *. 81MP60N "1650" 1 I I I SIMPSON "L650" ... . _' � FRAMINC, ANCaLE1 • � Fp•,QMiNG ANGLE - - - - -- - ! ,� (� —_ TJI JOISTS I • . ! TJI JOISTS - — Q I I NOTCH BOTTOM AB SHOWN t I I ' I / b 3/4 x 25 In GLU-LAM (2) 1 1/4" D. THRU-EOLrT l I RIM TO OPP. WALL PL. 1,L 26 1 61pE PLS in" x 23" x 10" / � SIMPSON MST?l STRAP / x 2� x In I , V J BR3. PL. II x 1 1/4 x 6 In BRCS. PL. 6 In x 1 1/4 x II (? (2) 1 1/4" D. 1HRU-BOLTS SIDE 1'L'S 10" r 23" x 1/2" ! I I I• I i. BEAM HANGER Z BEAM HANGER - NOTCH BOTTOM AS SHOWN --.-. { I - Z A10 1 lit ■ -2'' q� 1 1/2„ , 1'-0" / j L_.'_] CBL. RIM JOIST -�_--1 1 00 W/ HUC310 HGR 1Ld ( 31 � RIM TO POST _ CC l E i b 3/4 x 25 112 GLU-LAM I • '1 ^ (� d� SO i \ S" SM. CAP EXTEND TO FLR. 6HTHG. I • . I 1' cif i�• � SIMP°SON "ME5T27" STRAPS �� 1 BEAM TO POST 518" TYPE"X" DBL. TOP PL BES-OND !` ! i • • i DBL. TOP PL. BEYOND W 1-- ?x4 5TUD3 • It," O.0 1/2" PLYWOODI EXTEE�Y3 RIOR GYP 6HT . I • , 1 8d w b" O.G. I / ! • 6x8 POST 16 d COM. • 8" O.C. 3/4" PLYWOOD - 3 BEAM/POST DTL. I • • ' / I I , 2x6 FULL HT. "SALOON` ��� 11/2" 1'-0" I I Ir ' '■"_ TJI J0I6T6 I � STUD BESIDE EA. TRUST • 24" O.G. iv -1 ea 6° O.G. ' I DBL. TiMBER6TRAND RIM J0187 "- f_ _ 4" CMU VENEER SM FLASHINGi < r4 I3EAM/POST DTL. 5IMPr5ON "A35" I CRICKET �, AI — 1 In" —1'--0" J FRAMING ANCHOR `•- I 1/'1" PLYWD. I STUD TO TRUSS _ r < ABOVElM J018t 8d • 6" O.G. -- - I `! ' Cl II O LI 2x6 STUDS i - I I I m • 16" O.C. i 5 I/8 x 21 GLU-LAM I I 2x6 S\TUDSw16" O.C. l4) lbd COM. NAILABOVE 6x6 POST 5IMP50N MST27 6TRAP5 W S 3EAt'1 TO POST i STUD TO TRUSS vi 5 RIM DETAIL D s A10 tf 1 l.rl" . r-a° " ( \ 2x4 ISLtKG. • Ib" c. - x1l - �� / ') 2 Y FULL HT. °STUD 1 I V ROOF TRUSSES • 24" OC. 51"P5ON "MST?1" STRAW -- „a35" - I I I BEAM 70 P087i I - 6x8 POST C111 ROOF TRJ66ES • 24" O.G. 2x6 CRIPPLE STUD gIMP50N "Ms721" STRAP 1 r 2x6 STUDS • Ib" D.C. 5 1/8 x 21 GLU-LAM 1 - \ TRUSS i BELOW kA TRUSS RIM J018T TO TOP PL TOP OF W 6 314 x ALL ALIGNS WITH ABOVE 5/8" TYPE"X" ~� SM. FLASHING t E." - I 25 In GLU-LAM � �~ EXTERIOR GYP. 6HT -- _ _ _1 -�I ABOVE Z I-Jr�. TOP OF MEZZ. FLOOR JOISTS BO✓E � �`` Ibd Z U Z N C-01-11 • 1611O.C. W a. CRICKET CRIPPLE STUD I BEAM/POST DTI_. 8 BEAM/POST DTL. SIMPSON "A35" T 5/8 TYPE X' GYP. BD. FRAMING ANCHOR I STUD TO BLKG - A10 11/2', 1'-0" A10 1 112" r-0" (4) Ibd COM. NAILS PARAPET_LTL. STUD TO BI.KG -- __j r 0 11 I � I I 1 SIMP80N "6T12" STRAP i _ ( BLK'G t0 BLII y � i 1 2x4 BLKCa • 16" O.G t 4 CMU VENEER BETWEEN FIR13T (4) TRUSSES ._iF x6 FULL HT. STUDS I6 11 O.C. f 5/8" TYPE"N" GYP, BD. I'll I 1 Hwy-uuu _ PARAPET DTL. 111113 1999-003311 1 1/2" ■ 1'-0" 12529 HAIL 131.Vi I 116 14 nl' 19 qq II' this ncltice appeari • cle'll-er dula the JUN O 2000 document, the document is of' n1:11.4 11:11 gllalih. nilcrofil111ed 1 INCH MADE IN CHINA17 111111 L.. QI sr 1 Tr . ., I III VIII II 111111 1 II 1111111111 iil 1111 iiilii 1 II! ill!' lflliili ilii lilfi f„" � I' ' 1' i � i ,n ii � � :•1'1' l""I il;inl i �li"1 i��l , �t 11� Ing �� !„ ,n �� i,i „� V I i 7 I �2) (3) (8) goo � 041 Z !?4'-1" — ?5'-?" 24'-511 o I a -------•-------------- — --- --- ___— --- ---------- -_---- -- - --_ ——— — — —————— ---- -- ------ ------------ — a �A r •1 I l i----- _. _.. - - - - — __ .- --- - - -- - , (- —' - - -'— _-- —__ --•-- --_--- - -- —_—_--- _.--- -----._—_.---.—._—___--. 1 ! I I I i I I I i jl Z i LLJ I I , I , ► I � I ! I CN U � o I I I I ! 1 F- II I I I I I i I a I I ------- I _ _ I � � �r- I I - - T - - ---------, -_--- --------_ - ------- I CONTROL JOINT I f-- -------- —_-- - --- , I i I ` ^ L_ _._ J I i _J i �4� I Zr- I O 4" CONC. S A15-ON-GRADE �, 1 I I I I ! W/ 03 18 O G. EA. WAY V I � ! •-t � r � I I Q. NOTES: -- I. 4" LONG. BLAB-ON-GRADE USING 03 0 10" O.G. EA. WAY • 1 1/2" GLR OF TOP OF SLAB I I I I OVER 2" SAND i & MIL V.B. (OWNER'S OPTION) I I I I L---J OVER 6" GRAl�EL t+3A3E OVER FIRM, ORIGINAL I i 4 4 -010'-0'�I-0 I -- 5_10 T 9'-3" _ I O70 SUB-GRADE, TYP. 1 Q 2. PROVIDE CORNER BARB (04 x 24" I'4"J - _--- - — - I i Q AT EA. CONTINLkX* BAR AT ALL CORNERS l I I 1 !S O I I AND INTERSECT ION8, TYP. 3. CONCRETE, 3000 PBI AT 213 DAYS, ,rYP,: I ( i j J I _ 3500 1061 AT EXTERIOR SLABS. l i 1 ,p I_-I r_J I I I 8 SLLMP (FOOTING) 3" - 5" ( I I 1 I I r O SLL► IP (BLAB) 2" - 4" I I I '� I I I I POR;TL AND CEMENT C-150 t I I I t__r 5 V2 SACKS PER CU. YD. I I - - -----t AGGREGATES PER C-33t 3/4" MAX. I AGGREGATE SIZE I I WATER PER C-'341 CONC. TEMP. 50 -gym F. I 1_. _ _ CONTROL JOINT I �-------- -- -- ------ _-- __-- --__--- ----___—_J I _ _ _ �_. I AIR ENTRAINMENT 5% - lf• f - - -s � --- - - - -- - - - - -- -- -- - - f - - -- -- ----- -- - -- ---- - { � --___ -I 1 - -----_----_ — 1 r----------------------- ----►--- -- ------- ---- -- ---� I I I r_---ti \ Di THE CONCRETE SUPPLIER SHALL ASWIE I I `1 f J - -J I I I I Q. m FULL RESPONSIBILITY FOR THE MIX DESIGN I I I O _ AND THE OVERALL PER3-ORMANCE OF _ ; � J � THE CONCRETE. I I �D 0 s I I I `- 4. REBAR : ASTM A615 GRADE 40t LAP SPLICE 40 DIA. MIM. S. STEEL i ASTM A36 (STIR STEEL)t ASTM 0 A301 (BOLTS)t E1VXX (WELDING ELECTRODES) I I j Tj 6. ALL FOOTINGS TO BE FOUNDED ON FIRM, I I t I I w N ORIGINAL BUB-GRADE. I -� j l I I j = �J 04 Ln Z = ; 1. MASONRY (CONCRETE BLOCK) : f'm L 1500 FSI 6' I I I ` I I I 0 CV Z U 1 NO SPECIAL INSPECTION REQUIRED. I 1 I ! I r p •- CONCRETE MASONRY UNIT : A57T I C-90 I I GRADE N TYPE I - "DRY BI-OCK" I I 1 MORTAR : U.B.G. TYPE N. WITH DRY BLOCK ADDITIVE I I I I ! 1 1 I I ! I GROUT : ASTM 0416 I ! I I I LOADS: I -- — — -- ---r -1 ---- --- — ----- r! L — — ------------ — --- — ----I ---------------- I ..__—_ ---- -- - ROOF T.L. 35 PBF t L.L. - 25 P6-F SOIL Pt:-SSURE - 15100 PSF MAX. 0 1 WIND - W MPH EXPOSURE B SE13MIC ZONE 3 i FOOTING SCHEDULE 24'-1 4ta'- „ 9'-4" - ' 14'-3" Ib'-C" 43'•11" ' QV-0" x 2'-m" x IC" THICK FOOTING — —— --- - �- ---- ---_-- (2) 04 EACH WAY AT 3" CLEAR '7 BOTTOM 7 " H CD (3) 04 EACH WAY AT CLEA CLEAR OF BOTTOM y ® 4'-V x 4'-0" x 12" THICK FOOTING (4) 03 EACH WAY AT 3" CLEAR OF BOTTOM SEE SHEAR WALL PLAN SHEET A8 H 5 -m x $ -m x 11 THICK FOOTING PLAN FOR HOLD-DOWN ANCHOR BOLT LOCATIONS � V Q w ��-QQ 11 I ly'I`I-IIIIIIJ_f ® (5) *3 EACH WAY AT 3" CLEAR OF BOTTOI I _-`__ — _ �___�___ — :.7 J 11111" 1999.0)331 All 3/16" = I'-0" 12529 IIALL BLVD 1'6 15 of 19 If Illi: 11'.lice appears clearer 111,111 the JUN U 1 1000 document, the doc11n1en1 is of 111,1rgi11,11 1111;1111}• micl.011Il cd 11�II1�1 �1� 1 'I{ ljl� !Iijljl i I�I�I � III;If I I I�I;! ji !jl;l{! ! 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WAY WEEP HOLES • 32" oz. SLOPE - 1/4:12 W/ ''3 + 18" O.G. EA. WAY / 4 GONG. ' O.C. Ea. WAY E WEEP HOLES + 32" oc. P.T. 2x6 SILL U1/ � • ie" O.G. (`A. WAY _ - � \ (2) *4 CONT. aD • GRADE E (2) 04 CON (2) 04 CONT- -04 L VERM 18" O.G. `� •4 L '✓ERTS + 16" O.G / 2" SAND (OPTIONAL) `~ 2" SAND OPTIONAL) `` t" SAND OPTIONAL) / 04 L VERTS • Ib" O.C. v.5. (OPTIONAL) ,p V.B. !OPT ZONAL 1 B (OPTIONAL) g R C M. CRUSHED ROCK" - - CRUSHED ROCK -- r_.___ •� 9 I � ` ;1 ap - l R-i5 RIGID INSULATION WEEP HOLES • 3?" o.c. ,^ Z R-15 RIGID RIGID INSl1LATION R-15 RIGID INSULATION CONI. 2x4 KEYWAY V ) O - - _ - --- - in GLEAN COMPACTED I I/2" CLR • (2) 44 CONT. "I b" 9' , �' 1 GRANULAR BACKFILL '1 GRADE W l?. 4 CONT. '' " 6" 9�' -� 2" GLR •� Q ( 5) 04 CONT. F- '4r 3'-8" • I6" O.G TYP. STEM WALL 3/4" . I'-O" ENTRY WALL 3/4" . 1.-m" _ -2-46" _ _ , _ 2 _ w 9 _ „ RETAINING WALL 3/4” . ©" ---1 m 1/2 ' , 3 __ -A. 2xb STUDS 1/2" P.T.PLYWD. 5/6" x 12" ANCHOR BOLTS w 48" O.C., TYP. F.T. bxb POST `� -_ 4" CMU VENEER 4" CONC. SLAB-ON-GRADE w 24" O.G. • SPECIAL SHEAR WALLS W/ 93 • 18" U.G EA. WAY P.T. 2x4 STUDS + I6" O.C. P.T. 2xb SILL 91MP901� "C666" � � - --- --- -- --- t S.M. FLASHING (2) 03 TIES ° • 2" OC. '"� 4" CONC. WALK /� / (2) 04 CONT E ° - WEEP HOLES • 32" oz. k fio • (V t" ,.__.__ FIN. FLR =� 2" SAND (OPTIONAL) 04 L VERT9 + Ib" O.C. ___-- vB. ( OPTIONAL) 4" LONG. -AL-415-ON-GRADE GRADE ►' � Wi 03 • 18" O.C. EA. WAY � A.G. PAVING (4) *4 L VE RTS GRU5HED ROCK - . epi CRUSHED ROCK (3) '4 EW. (2) 04 CONT. U (2 ) "4 CONT. (r " i CRUSHED ROCK b„ i x 1'-4" m � Y 4 PIER + FTG. 3/4" • 1' — ---- �_ 5 INTERIOR WALL 3/4" . 1' m" &,, O.H.D. SLAB EDGE 3/4" Al2 I -a V�JA N � Q V �� z L � �? c,4 Z E iy N (,/j r d Q • l!I Ivv9-000)3 1''l l f' 1999-00, 12529 HALL BLVD I'G 16(it' 19 I 8 10-99 If this Imlice appears clearer 111;111 111e JUN 0 2 2000 I decimicnl, 111e dvcuillenl is of Ilmr9imil 1111:1lih. II III'1(11I III cd 5 i ' �� ,`' ,�, ill Ijljljl '!; Ii ; ; ! 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FLR Z 50% OF 5NELVING SHALL BE KNEE CLEARANCE I'-b" I'-b"~ N.C. W.G. H.C. W.C. LLJ I� p OWEN AT BASE NO BASE A'1 SINK 30" WIDE W/ CAB DOOR OPEN G \ 4" TOE KICK "� - 46" FROM FIN. FLOOR - e b INTEGRAL COVE VINYL BASE 6 INTEGRAL COVE VINYL BASE t O 3'-©�� 3'-©�� 3''m" V e _.____ TOILET TOILET � BREAK ROOM 2 TYP. CAB._ _ 3 SINK CAB. 4 _ _ � � A13 _ 3/8" ■ i'-0" - A� — 3/8° . 1'-0" A� 3/8" • 1'-0" A13 T.R. 0102 4 0109 3/8" • I'-0° A13 „ r.R 'I©a 4 x+09 — 3/8 . I'-0„ OPP. • T.R 0101 OP'P. • TAL 0101 a 1000 CAPACITY CONNECTOR PERIMETER. HANGERS \\ VERTICAL COMPRESSION STRUT 12 -0„ im'-0, 12'-01, I2'-0” O.G- EA. WAY 4'-5” 4,_5„ 31-0"_— 2„ 5,-0„ �'-0' 4'-0" 4'-0" (4) X12 BRACE_ WIRES • COMP. STRUTS 8„ MAIN TEE • 4'-0" O.G. MAX. 6'-0" MAX. CRO56 TEF • 24" O.G. NOTT?: POSITIVELY ATTACH TO CEILING 12 GA. VERT. "ANGER WIRE SYSTEM LIGHT FIXTURES LESS THAN 560 � � TEMP • 4'-0" O.C. t WITHIN 4 AIF? TERMINAL5 _E55 THAN 200. �' '� Q' '� Q► 3" OF LIGHT FIXTURE COFUZR5 CONNECT ALL FIXTURES TO STRUCTURE TEMP GOUNTER,BLOPE HANGERS !F ABOVE WITH (2) "12 SLACK WIRES. , MORE THAN 1:6 OUT OF PLUMB _ CEILING [DETAILUJI AlM7 1/2" • 11'-®" FIN. FLR IN. FLR / _- _-- / FIN. FLR --- ------.—___—J — D / FIXED INSUL. GLAZING, TYP. ® FIXED INSUL. GLAZING, TYP, • FIXED INSUL. GLAZING, TYP. ' ------- —.�___------------__. - - - / i T RF rURN ENDS TO WALL STOREFRONT / B EA. ,END OF RAILING I x 6 OAK CAP STOREFRONT —: DOOR / -- --i ALUM. FRAME, TYP. 3 :) STOREFRONT �+TORFFRONT ALUM. FRAME, TYP, ALUM. FRAME, TY•P, 1 1/4" STD. STEEL PIPE RAILING EA. SIDE OF STAIR I > 3/4" PLYli1D SNTHG., TYP. O CONTINUOUS CONTINUOUS EA. SIDE s —�—_ HANDRAIL EA. SIDE � � oy „ T 4'-0" 4'-011 2'-1011 31_011 211 W a r 1 1/4 B,D. ST EL PIPE RAILING __ _ _ _ - r In V) EA. BIDE OF TAIR t� z W � I '� ���� A I � • , H.M. FRAME, TYP.. N a N Ir- ha (3) 2 x 12 STRI Iib- TREAD, v g Q r- _ -.� _ .n � ; f ---:_ .✓ � 3/4" PLYWG. TYP. -- -- -- - -- -- — - _ - - i I 3/4" PLYWD. RISER, TTP. -- - - 3/4 PLYWD. S"THG., TYP 3/4" I�LYWL7. AD, TYP. RETURN ENDS TO WALL U _ FIXED GLAZING T I 1 EA END OF R^ILING ' 3/4" WD. RISER, TYP. y d TEMP CIS TEMP -r 2 r. 12 • 16" oma. 2 x 12 • 16" cc_. \` �' j * Ri �\ F 2 x 4 EA. SIDE \ , A ip c T • I \ OF DENIER STRINGER rn F inHl�1. FRAME ' I - 3EMP I \_ 2 r 4 5TUD5 • Ib" r t � \ TYP. (3) 2 x 12 8TRIN6&R8 - FIN. FLR 1'N. FLR — FIXED GLAZING, TYP FULL-L-ITE - _ WOOD DOOR ? x 4 EA. SIDE ? r. 4 STUDS • ICS" cc 3'-?„ —----- b,_@,! — OF CENTER STRINGER li(Ip 1999-00331SECTION 8TA_IR12529 HALL B .VI) 116 17 of 19 STAIR SWINDCW 1.-0. Ata 3/8" . I'-0" If IlIk 11r11ice appears clearer 111;111 the JUN 0 2 2000 doctimew, 1111, document is of 111;rrgi11al (I11;{lil. • 11111crolllil cd III I I f� f III 1111 i ill I ( , i ' i IIi I (� ! 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I • 24" O.G. 1/2" GYP. k•3D �, . 1/2" GYP. DD• I x 4 TtG CEDAR I x 4 TAG CEDAR - I x 4 TIG CEDAR - - I x 4 T Ks CEDAR '� r SIDING 61DING �• 81DIW-s BIDING 9'-4 - 91-4.... 11 -x ' So 411 —- - -- — �9'-4" 2 x 4 FRAM1Nc3 ALUMINUM �ALIN'1lNUM 2 x 4 FRAMING _ j • 24" OC- I x b CEDAR TRIM STOREFRONT 1 x 4 T46 CEDAR 6TH T 4" CMU VENEER • 2411 O.G. 4" CMU v`ENEER t FRAME SOF=I T i F1 I x 4 TAG CEDAR CAULK SOFF I T 1/2" PLYWO. 614EATNING I/2" PLYWD. SHEATHING SOFFIT FASCIA 2 TYP. WDW. HEAD _ &A14 _ WDW. HD. SOFFIT _ a __SIDING • CMU COL. s SIDING • CMU 1 1/211 . 1'. m„ (A 1117,1 1/2" . I'-m" A14 1 I/2" . 1'-m" ^ z t/ J 0 � ( 8 w a .�. (A O 17 $' (E , (E� w Q 0 E , s wl Sit 511 LjQ. I 2 x 6 6TUD6 2 x 6 STUDS .SIJ 511 1/211 PLYW . 6ME DATHI1�iCi + ib" OG. 1/2" PLYWD. SHEATHING Cs 1/2" PLYWD. SHEATHING I � _ 2 x 6 5TUD8 1 1/2" PLYWD. BHEATHIN • 16" OG. ' 5/8" TYPE "X" 95/8" TYPE "Y" 5/8" TYPE 11x" EXT. GYP. SHTHG. Ex? GYP. SHTHG. E-- V) EXT. GYP. BNTHG. 2 x 4 FRAMING �-'"' 2 x 6 STUDS CMU vENEER �__ , Ct-U VENEER e 16" O.C. • 24" O.C. -- �'� 5/811 TYPE HEAD FLABr-tlr�s 1/21j GYP. BD 15* FELT _ _ 6 x 6 HDR. GYP. BD. TVA SIXII 4" CMU VENEER ` GIT. so. ! 5/5" TYPE "X" WEEP HOLES • 32 o.c. , 12 -sit ' I ALUMINUM _ 2 x 8 CEDAR TRiri 4 x 4 x 3/8 ANGLE J E STOREFRONT H1 1, DOOR FRAME / NOR FRAME CAULK I x 4 T 4G CEDAR BOF=1 t CAULK 1 x 8 CEDAR TRIM -,2 x 8 CEDAR TRIM I'II z_ Q" o e H.M. DOOR HD. e TYP. S.F. JAMB s O.H.D. JAMB 0 A1q I I/2" • !'-D° 7 O.H.D. HD. A14 11/2" , I'-0 ' A14 I I/2" I'-fD" J AIA 1 1�r1 a 1'-011 z 3 vi V ) Ln N Y CS !— 4 �`J U UJI ry V/ I.— Z = ; 2 x 6 STUDS w� 01 p • I6" O.G. a � 2 x 4 BTUDS 1/2" GYP. BD. 1/211 GYP. BD. • 1611 O.C.. .. ALUM. STOREFRONT ALU!" 91 c;' 2 x 4 6TUD6 REFRONT - . I - I/2" GYP. BD. MOL. METAL FRAME � Ib" OAC l I I FR 4M1^ .\ DOOR 1 � � a r sa ALUMINUM CONC. WALK ALUM BILL ALUM. SILL —� TEaRESHULD FLASHING FLASHING SLOPE i/4 : 12 COHC. SLAB � � CONC. BLAB I CONIC SL1415 SLOPE 1/4 : 12 i I \ NULLOW METAL HOLLOW METAL \ / DOOR FRAME DG^R FRAME HOLLOW METAL WINDOW FRAME CAf7-- GRADE= INTERIOR H.M. JAMB 1a _ H.M. WDW. JAMB - -- A14 1 112" .i'-c " A14 • '10 H.M. DOOR SILL S.F. SILLCA?4-�— S.R. SILL A14 1 1/2" - 1'-m" A14 1 1,e , 1'-r�° 1 1/2" /2"1:011 ll I I`/`1N-LIUUI S • BLIP 1999-00331 10_ "jo,:3 12529 IIALL BLVI) I P(I 18 of 19 If' illi•; nntic'c app(l Irs cic;Ircr 111,411 Ills' JUN 0 2 2000 docimicnl, 11vil i111c-11111cnl is ot, maI-011,11 cIIIAHtN. Inlcrol IIIIlc i , IT, i I { II { 1i ! ! ! i! ' !' ! I iiiliiiiliii illilllil'I 111!1111 til 11 I � III ' 11 ' fjll! ' i l ' 1� ' Illi jiliifll Illi� li(! { lllj! ' ! I jl ijl I III II ;il i1 ;I I .! 1 1 I ISI 1 I I i i I I I i I I 1 I i� i ' i1 ,III �1 � I I �1 I I I _ INCH MADE IN CN INA - , ;� _. tr � III •I I li III i I i' 11111 n I I I 1 I , ,. 1. .1 I. 1 . I 1. I, � ...1, i � ! 11,11 II 1 I III 1 1 1 it 1 111111 f I illliiiili 11111 il' li i'Iriil { Inn} i Ili I I Illii 111to '11111 1 II i" t' 11'111 1 111„'1 I 1111 nlllnll!nll nllnll Ill' 111 1111111 , n i IIIIIIii II VIII Lil I�•1 , ,! I! Il.l. I{.I. ,!!11111 I11L,I11 !, illill.li,iill, 1,.,,.1..1...111.1. (111 . .111111!,111.,.1.11 ►111.i1.....I11,..,...11l,.. .,�1lI, lI.1111{,If,liii•nlllf,l . ,il11Ji111111111111, lilnlll1111.1...!11.11,11111111, 11 ! DOOR SCHEDULE ROOM FINIS H SCHEDULE size door frame walls ceiling �- �oa' _ hdwr. remarks room room name width ht, thick type material finish material finish , floor base -- ----- -- ___ _________- _- -___- ________ - _ _--- _�__-- _.- _-- - --_______-- -__ -height ,- 1 _ remarks north east south west finish ht ' I-3/4` fT RC�T - ALUM. - ANOD. ALUM ANOD. I SPACE T* GONG. W/ SEALER N.A. G.S. W/ PAINT GYP. BD. W/ PAINT GPI. W/ PAINT Gs9. WV PAINT 8U6P. ACOUS. 13/4" STORE19RONT - Al-UM. T ANOD. ALUM - ANOD. I 1DI TOLET �OM VINYL INTEGRAL GYP. DDJPAINT GYP. 5D. W/ PAINT GYP. BD. W/ PANT GYP. BD. W/ PAINT 8U8P. ACOUS. 13/4" TOREFRONT - ALUM.--- - ANOD. ----ALUM --- ANOD. _ I --- 1IO� TOLET ROOM 'VINYL INTEGRAL GYP. BD/PAINT GYP. BD. W/ PAINT GYP. SSD. W/ FAINT GYP. BD. W/ PAINT SUSP. ACOUS. 121-011 NA O.H.D. STEEL SECT. PAINT STEELMANUAL OPERATED- PAINT 3 103 EWCRAVM GONG. W/ REALER NA GYP BD W/ PAINT GYP. BD. W/ PAINT GYP. 15D. W/ PAINT GYP. BD. W/ PAINT SUSP. ACOUS. 5 X-C"®" 13/4" FLUSH W.M. PAINT NOL. METAL. PI-HR RATED PAINT 2 104 CONC. W/ SEALER NA. � �� ��� GYP. ®D. W/ PAINT GYP. BD. W/ PAINT GYP. BD. W/ PAINT GYP. BD. W/ PAINT STRUCTURE 13'-ID" 3'-O" l'-D" 1 3/4" FLUSH WOOD STAIN HOL. METAL. PAINT 5 LII®5 SION SHOP V.C.T. VINYL GYP. E.C. W/ PAINT GYP. 155. W/ PAINT GYP. BD. W/ PAINT GYP. BD. W/ PAINT SUSP. AGOUB. 1213'-0" 1'-D" 1 3/4" rLUSH NM.— PAINT HOL. METAL. 'HINT 4 CaW]OFFICE V.C.T./CARPET VINYL GYP. DD. W/ PAINT GYP. BD. W/ PAINT GYP, BD. W/ PAINT GYP. BD. W! AGOUB. 8U8 .AINT " P P -D" 13/4" FLUSH - - H1`L_- _ `PAINT NOL. METAL. PAINT 4 I �IOI �-PT" VG.t. v'I�l�l_ GYP. BD. W/ PAINT GYP. BD. W/ PAINT GYP. MD. W/ PAINT GYP. BD. W/ PAINT "P. ACOUS. ID'-D" Z - 3'-m" �'-0" 1 3/4" FLUSH WOOD STAIN HOL. METAL. PAINT 5 >m0 � 1 1 SPACE A GONG. W/ SEALER VINYL G.B. W/ PAINT Ga. W/ PAINT GYP. BD. W/ PAINT GYP. BD. W/ PAINT SUSP. ACOUS. 14.1 ._. I® 3'-0" 13/4" FLUSH _ --WOOD - STAIN HO'-. METAL.-- -PAINt $ -T � IO�� - T'ctjr=T -- VINYL— INTEGRAL G.15. W1 PANT-- GYP. tSD. W/ PAINT GYPMD. W/ PAINT GYP. BD. W/ PAINT 8U8P. ACOUS. Q 1 3/4" FLUSH WOOD STAIN HOL. METAL. PAINT 1b FULL-LITE 1 3/4" FLUSH WOOD STAIN HOL. METAL. PAINTh ?raD � PLYWOOD NA. PLYWD. PLYWD. PLYWD. PLYWD. GYP. BD W/ PAINT LLJ �a ISE S no. closer weatherstrip lock/latch handle remarks SIGN C, CLOSER WEATHERSTRIP KEY LOCK LEVER SEE NOTE I F3EL0 CLOSER WEATHERSTRIP ENTRANCE LOCK LEVER L3:1 NA. WEATHERSTRIP N.A. - NA. — - BY DR SUPPLIER [:4] CLOSER N.A. ENTRANCE LOCK LEVER - MANUAL FLUSH B!) 0 INACTIVE LEAF CLOSER NA. PRIVACY LOCK LEVER W NA. N.A. -- ENTRANCE LOCK -EVER D W NOTE h POST SIGN AT DOOR READING " THIS DOOR MUSTREMAIN UNLOCKED DURING BUSINESS HOURS." (.0411 [� NOTE 2, HARDWARE GROUPS 2, 4, 5, h 4 1 5uALL PROVIDE HARDWARE SUCH THAT DOORS ARE OPERABLE FROM THE INSIDE IN ONE MOTION WITHOUT THE U.'3E OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. LL J M O Y t Md V 2 to 9 3 0 in CS C) f1� 11) (_n fW. �,r `+./ (14Z 2 s e1��w N W V U Z N 6 a< I I 1`199-UUU 3 [SUP 1999-00331 12529 1IALL BLVD I'C1 19 of 19 _•-.n-r.+-w.-Yww.....,w.,rr •.-..,.,......-..w-r..=+w..r..r...M+.ry..r_Mr.ww..r..•.�..+w.Mr.. 1....Mwr•.n....m..r e+.-u..mm rmn,n+..nreF-.-.f._.... ,.swM.M..w.++N-wrwrM>w�fw.ww.w•-.++w1l..rn.•�w�Y.^e+MMr�wT-.._...-.•. If Illis notice appears clearer IIlnn IIle JUN 0 2 2000 dOcunlent, file cloc'unlenl is of marginal clnalih. 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