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HomeMy WebLinkAboutB08-0945 000-000-000 (2)A G 2 � Y3 Contacts OWNER: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 530-899-5000 Contact: Randy Day = BUILDING DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Mark Adams, PE CIVIL DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Neil Graber, PE CONTRACTOR: Modern Building Co. 3083 Southgate Ln. Chico, CA 95928 530-891-4533 Contact: Ron Peck ELECTRICAL DESIGN & ENGINEERING: Agri Electric G 11011 Midway Chico, CA 95928 530-342-4203 Contact: Wade Thorpe MECHANICAL DESIGN & ENGINEERING: McClelland Air Conditioning 801 Marauder Chico, CA 95973 530-891-6202 Contact: Don Fowler Expansion For: Smucker Quality Beverages 3 7 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc. APN: Deferred Submittals Building use: The following documents shall be forwarded to the building official upon being Occupancy class: reviewed by the engineer of record: Type of construction: II -B 1. Fire extinguisher layout Unlimited Actual area: 2. Fire sprinkler layout Allowable number of stories: 1 Structural Design Criteria Maximum height: Live load desi nq data: Actual height: 38 FT Office floor live load: 50 PSF Fire Hazard Severity Zone or Wildland- Snow load design data: Urban Interface Fire Area: No Ground snow load (Pg): 0 PSF High pile storage area Wind design data: Automatic fire extinguishing system: I Basic wind speed: 85 MPH Building access: Wind importance factor (Iw): 1.00 Yes Exposure: C Maximum storage height: Seismic design data: Mechanical Plan E-1 Seismic importance factor (le): 1.00 Energy Calculations Mapped spectral response accelerations: Ss = 0.591 S1 = 0.226 Site class: C Spectral response coefficients: Sds = 0.460 Sd1 = 0.237 Office Space: Seismic design category: D Basic seismic -force -resisting system: Light framed walls with shear panels of all other materials Design base shear: 0.253 W Response modification factor (R): 2.0 Analysis procedure used: Equiv. lateral force procedure Occupancy category; II Soil bearing: 2,500 psf for D+L at 12" ftg. depth refer to soils report for add'I values Footing depth requirements: 1 12 inches (per soils report) 2 Expansion For: Smucker Quality Beverages 3 7 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc. APN: 040-310-006 Building use: Warehouse Occupancy class: S-1 Type of construction: II -B Allowable area: Unlimited Actual area: 157,750 SF Allowable number of stories: 3 Actual number of stories: 2 Maximum height: 75 FT Actual height: 38 FT Neccessary to meet ADA requirements: Yes Fire Hazard Severity Zone or Wildland- A-6 Urban Interface Fire Area: No Fire code requirements: Class II commodity High pile storage area 20,001 - 500,000 Automatic fire extinguishing system: Yes Fire detection system: Not required Building access: Yes Smoke and heat removal: Yes Small hose valve station: No Maximum storage height: 25' (palletized storage) Code Analtisis ALLOWABLE AREA: Building setback from property line: North 60.04' South 75.13' East 174.48' West 208.96' Total allowable area UNLIMITED per section 507.3 2007 CBC. Notes: 1. Signs require a separate permit. No approval is given or implied under this permit relative to any sign depicted or contemplated. 2. Provide address numbers per note A15-1 on sheet A-1. 3. Fire extinguishers shall be provided. The type, number and location shall be determined at the time of occupancy inspection. Occupancy Tabulation Per 2007 CBC Table 1004.1.1 Function of Space S.F. / Area Person Occ. Occ. Group Exits Req'd Business Areas 1907 SF 100 23 S 1 Warehouses 154883 SF 500 310 S 2 Minimum Egress Widths Function of Space Occ. Inches Per Min. Width Occ. (inches) Business Areas 23 0.15 3.52 Warehouses 310 1 0.15 46.54 Required exits: (2) 32" clear width Note: Per section 2306.6 of the 2007 CBC a minimum of one access door shall be provided in each 100 lineal feet of the exterior walls which face access roads. I N Building Area Area I Square Footage Gross Building Area Building 15 Area 7750 SF 157750 SF Grand total 157750 SF Number L. Sheet Name T-1 Title Sheet C-1 Dimensional Control Plan C-2 Grading and Drainage Plan C-3 Erosion Control Plan C-4 Details A-1 Architectural Notes A-2 Floor Plan A-3 Floor Plan Details A-4 Reflected Ceiling Plan A-5 Elevations A-6 Roof Plan A-7 Sections ADA -1 ADA Details ADA -2 ADA Details S-1 Structural Notes S-2 Foundation Plan S-3 Foundation - Office SD -1 Structural Details SD -2 Structural Details M-1 Mechanical Plan E-1 Electrical Plan CEC-1 Energy Calculations CEC-2 Energy Calculations Location Map C N C p L L o N oID ro o a > o o > o 0- � -.0c x o p C 7 7 to wa N c E v "" g o o ro o> E ro m a-0 m t C ro o E '3 I- -o ro min-- roa r0000�o� o 2 Y C C U C N p1211 '- U ..p- Q m� ro ro a W op O N o o C m m c E o L ro o t ro W d� O C •-- N -p V! O C � .5 p U O ro C ro p Ez E W ro p p p C c p- r L T V (n m Q 0, N C C., U ro rL p O'C L 0 O Z U CL C.) ro 3 c Mn i ami CD W Y = N N L m (n O E CD CIl V UE Ic v < LL O Q Z 0 � U o a .� V O CD C M WV o c — � a UZ 0 3. The drawing set will be re -issued in its entirety and will contain the engineer's wet stamp and wet signature. Engineer o. f Record Scott Turnquist, R.C.E. Lic. No. 70854 'CC)T ' -ri. ""URN"Oul 7. Z 1 ,. � "fir gp tea. �,n^..�pa'�.�✓� Applicable Codes The building and all components shall be designed Design: TM in accordance with the applicable building codes: K Checked: ST 2007 California Building Code (CBC) Date: May 2008 2007 California Electrical Code (CEC) Job No. 2007 California Mechanical Code (CMC) 2007 California Plumbing Code (CPC) 08-072 2005 California Energy Code (Title 24) Sheet: Title Sheet MM - HOT IOM �OLJV�������0� 1 Plotted: 5/22/2008 12:22:07 PM 1` 1 ; :i • t' __ . ---- _- --_ - f__._. 11 __-__._1_._1________ _ _ .. ----- --- VERTICAL & HORIZONTAL CONTROL (TO BE DETERMINED) DRAINAGE DESCRIPTION THE PROPOSED PROJECT IS LOCATED AT 37 SPEEDWAY AVE. AN EXPANSION TO THE ADJACENT EXISTING SMUCKERS FACILITY IS PROPOSED ON THE 12 ACRE LOT. THE EXISTING PARCEL IS VACANT. THERE IS LITTLE SLOPE TO THE PROPERTY, ABOUT 1% TO THE SOUTHWEST. THE PARCEL IS BOUNDED BY THE EXISTING SMUCKERS BUILDING TO THE EAST, SPEEDWAY AVE TO THE SOUTH, AN INDUSTRIAL FACILITY TO THE NORTH AND THE MIDWAY TO THE WEST. THERE IS NO EXISTING STORM DRAIN SYSTEM IN THE AREA. ALL OF THE ONSITE RUNOFF IS PROPOSED TO BE COLLECTED INTO VARIOUS RETENTION PONDS PROPOSED AROUND THE SITE. OFFSITE WATER ALONG SPEEDWAY AVE. WILL BE COLLECTED IN A PROPOSED INFILTRATION TRENCH. ABBREVIATIONS AGGREGATE BASE ................................ .AB MINIMUM ..............................................MIN ASPHALT CONCRETE..............................AC MID POINT..... ......... PROPOSED SITE FLOW LINE BEGIN CURVE ................................. BACK OF WALK ......BC .................. ........MP MID POINT ON CURVE ... ..... ....................MPOC PROPOSED GRADE BREAK .....................................BOW BUILDING SETBACK LINE..........................BSL EX STORM DRAIN AND SIZE NOT TO SCALE ..................................... ORIGINAL GROUND NTS BACK OF SIDEWALK...............................BSW BEGIN VERTICAL CURVE PROPOSED STORM DRAIN AND SIZE ................................. OVERHEAD ELECTRIC.............................OHE OG ...........................BVC CONTOL POINT......................................CTL PT . OFFSET ............................................... PROPERTY CORNER OS CABLE TELEVISION ................................. CATCH BASIN CATV .............. PORTLAND CEMENT CONCRETE.................PCC .PC .......................................CB COMPOUND CURVE.................................CC PROPOSED PAINTED CURB 'NO PARKING PHASE NUMBER....................................PH POINT OF INTERSECTION FIRE LANE" CURB AND GUTTER................................CG NORTHSTAR ENGINEERING CONTROL POINT PROPERTY LINE PL CENTERLINE..........................................CL ..................................... POWER POLE..............,.........................PP FINISHED GRADE ELEVATION CORRUGATED METAL PIPE........................CMP POINT OF REVERSE CURVATURE EX GROUND ELEVATION -MATCH CONCRETE MASONRY UNIT.......................CMU PROPOSED TRAFFIC SIGN ..............PRC PUBLIC STORM DRAIN EASEMENT PSDE CLEAN OUT.......................................CO CUBIC YARDS EXISTING DROP INLET ............. PUBLIC SANITARY SEWER EASEMENT......... PSSE ........................................CY DRAIN INLET ELECTRICAL PLANS FOR MORE DETAILS) POINT OF TANGENCY .............................. PT :..................... ELECTRIC DI PUBLIC UTILITY EASEMENT......................PUE ASPHALT CONCRETE ON 8" CLASS II AGGREGATE 13ASE ..............:.............................E END CURVE, " POLYVINYL CHLORIDE ........ ..,,.-,,.,,,--,-,,,.,-PVC "t ' , vI ,,,,,,,,,,,,,,,,,• EXISTING GROUND-, ,, .EC POINT OF VERTICAL INTERSECTION, ,,,,,,,,,• ,pVi ---,,,,..••.••••. ELEVATION..--......,,•••• ... ..--.--EG „-ELEV RADIUS,•,,,,,,-,,, -............................. REINFORCED CONCRETE PIPE, R EDGE OF PAVEMENT.....................I.........EP EXISTING 5' CONTOUR LINE MAJOR ---,,,,,,,••."•• RELATIVE DENSITY ................................. .RCP RD END VERTICAL CURVE.............................EVC FINISHED GROUND 0.5' CONTOUR LINE MINOR RETURN....................,................... T EXISTING . ............................................EX .......RE RIGHT-OF-WAY ..................................... ROW ...............................................F RIGHT ................................................. RT FFUTURE INISH FLOOR........................................FF SLOPE ................................................. S FINISH GRADE.......................................FG STORM DRAIN...................... FIRE HYDRANT.......................................FH FLOWLINE............................................ . STORM DRAIN MAINTENANCE HOLE ............ SDMH FL FACE OF CURB.....................................FOC SERVICE .............................................. SUB GRADE SERV FEET...................................................FT ......................................... SANITARY SEWER -SG GAS....................................................G GAUGE. .................................SS SANITARY SEWER MAINTENANCE HOLE ...... SSMH --............................................ - GRADE BREAK ..................................... GA STATION ..............................................STA STANDARD GAS METER..........................................GM .GB ........................ ....STD SIDEWALK........................,.......,...........SW HANDICAP RAMP...................................HCRAMP .............. TRANSFORMER T HIGH DENSITY POLYETHYLENE. ,.,,,,,,,,•,,,...HDPE ..................... ................ TOP BACK of CURB INVERT ELEVATION-,,,,,..... ...IE ..............................TBC TOP OF CURB,,,,,,,,,,,,,,,,,, TC JOINT POLE- ,,,,-„„ .................. ........... . JP TELEPHONE , TEL JOINT TRENCH .............................JT .,,,,,,,,.............................. TOE OF SLOPE TOE LUMP SUM ......................... .... ....... . ...LS . TOP OF SLOPE_,.....,....,,,,........,,,.,...,• LATERAL..............................................LAT --,TOP TOP OF WALL..,,.-„-..-.,-,,....,.,,,.,,,...• "'TW LINEAR FEET .............. LF TYPICAL TYP LIP GUTTER ................................LIP ,,,,,-,,,,,, VITRIFIED CLAY PIPE LI LOT LINE......... .................................... LL „--,,,,-,,,•.................VCP VALLEY GUTTER LEFT......MAX.... .......................................... LT ....................................VG WATER........... IMUM , ,..,,,,,.. ................................. . MAX . ..................................... WATER METER MAXIMUM DRY DENSITY ...........................MDD .....................................WM YARDS YDS MAINTENANCE HOLE, ,•„..............•-----.. . ,MH ................................ I ....... I ....... PLANS PREPARED ED BY orn u der the supervision of, NEIL GRABER RCE 45194 EXP 09/30/08 DATE NORTHSTAR ENGINEERING �p V?,OFESS/p w =�\ E01 No.4 X * ��t -\Etk-%k08 / * VIV 11- ��P � OF CALIF/ Designed: RMS Drawn By: J R L Approved: Date: 5-22-08 14 4 1 1 1 'M pa .%, 11 IV nt Pi P1 - k, 0 FM I 4 `�,T� J r�rC�j J �jJJ � �:JJ%,% P P, JJ�JJ:1�r't, X% :J �jJ�J� �J 1 \ A ��jP�� �14 J� PLANS FOR A DISTRIBUTION FACILITY 1 - � 4 ^ ♦ �/ / � _ �_*� / // _-- - _ _-- ' ' T ' _ _ _ _ ... _ � _ _I��..� �. �� � r. N��'33 ^ -_ -..-. _�+ EXISTING WIRE STOCK EENCE 659.69' _ \ ., - - ,r , , - - " ' - ` - �"'�� _ _ �� _ _ ��• _ _ LIN ' ' �"'�'� �� �- EXISTING PROPERTY '� / / / �� LANDS. TO REMAIN ASIS a " . . ` „ . , .. . , • < , - , , - TO BE RELOCATED ♦ / a / .. . ,. . ' ,. ,. + L. NOCK Ptt_E - _ - - - / \ „ - - _ q sa b�� / � .. n ,, " ,.'. a. I 11 I- 1. / /�S PROPOSED PROPER Y' - " _T--- ----_--•-- ♦♦P. t°/ 55.OAK� LINE LOCATION, __ ---- _ - _--= _ -_ _. --- --- vel /� - - - - - - - - - - - TRUCK; / - - t'TYP°: --- - -- _-__-----'-- - - - - WALE _ • " ---�-=- INFILTRATION S --- --- ------ _ ry nr#- t tp 'w t< _:,'S"t,aag t`.r,»'urn, 3'4p5;: a,. t .., _ _ - _ - - - _ _ - - - .. - ky PAvEMENT _ ter!' t.. 1' k'm i F .; A J- >c F y a �.C� ` . a i 'w - - W " " /� ----- -' ----."- _ -__r- - n t =tea r,=.. s"'` >• 4, :=ay. 5. a r 4 3 / _- ,-__ ___- --_, -_- a.;. {` X nay, "' +`' a - "M -' - S 4 E,. t '.'W, i « " / i _ - - r. _ - _ �. - _ ._. <;Y `'�'i y v- S f< .:!: rsrv'3.y vim,. ' 4, +, I . % -_ y.. +, ,:. ,.. ::. _.....e ,.J -. -::n •t+ `w Y.: .fi:A r fit1,4 Y SY. _ _ I. / , ..... �, a, -.,-, , ,. _ __ ,.. _. a., -,. ,..a.,, ..., o- ,-.:: . ,-, -. .:,.,. ....,.. - , . _ , r. / !/ ., �. / c., „ a x „ ,. % �` - • / // / �" r'^4 r TP' ��',r+i a',a,-'o-.F.l a u.�� w -a A / ,, :" ' /- / / " 2 7 STRIP \� // .1 I11 c. _p" RODEN „ xa 1.. . ./ ////� ^. , of a •' ` xW ,.' '_ " ' w.. W` - - ' •.YtkJ1- ING WELL .. I I y ♦ / ____ / /-/ S "",Y47KT # _ .. - EIEV 2D?81 -. I - • In �\ / / , -1. I' 1 : /. / . _ . 01� } II I - �- __+ 75.0' 11 // ` I'll c t 1. -- `, 1 EXISTING MONITORING 75.0' I 1 11 I -<~, I =' I `j WELL_ TO REMAIN, TYP 1 75-0' " m 11 </ I I - i i' . , . 11 1 y. . r .tet ` _' ,, j ..1 '' " _ ., - /�\ %/ r j - .. II i 1 I i, I // \y 1311 I. , , I - 1.1 - - ,.1. FIELD 1 I` a" i `' `' , 1 EXISTING // Izl r1. ` ' 1 d 1 LANDSCAPE I �DAK I EAi ��� /�/ I Y doll l I - z T I 1 - AREA 78,844 SF - . ' t _ I - • '' V ,� ` ¢ 't I. r , � 1 1 , I Tall T j I a I« 1 I 1 $ '** • . 'a • ILII I , i", Ln ; `, - • "� _ - .7'OAKS �, .` _ Izl I I �xtif a I m i I I ,, r 4 _II I I _ o 11 I - 6l..C14 . 11� I � . ` 11 I F U o '1 I, I I (2) ROWS TUBE 1 AK 11 y: j .. I - - .. I COLUMN ` o K I ,. r l •. I T1,11 - - , , . ` I I � } I - -U I - •1 u [: ,` 1 I - " `, It1 I S 'K" 11- i fT1 ' i .Ij - - ` 53'OAK0 - ' I I 64' - -r '- 1 I• • ` ` } I .,. 1 E%ISTIN INUNN SECURITY FENCE '. q 1 I • v. MONITC4bNC WELL W / } I I r -, b.: " i 1. 'I , ,. " v - _ _ ��- . TOP OEOF CASING ' / d `• .�?. I 1 1 I : _ , - - \ \ I 1 1 _$ G IA 06.81 - t I ' . "ELLv z / I I i+ I- , i , I I ��i FT I I a • /f- / ,I I ; 1 I, . ' . ` I a " PALLET EXISTING I , / • 1 1 s I, , . /. l ,,,j< , c 1 i ' , 1 I oRAgE-AFEA NCRETE I / l W I I X, j I j I m-' O PAD I J < ; I •. .. .. ,. Y I. / 11 V{5 i j - i i m _ . - 5' 1 - A I I. - X I I / / 3 / `/ I p 1 `.� a ,z p w / /,. I ( t --- - - $ " - 0) .. ` a,h OAKS I I Z ( - x , - KIN 1 1 / 7 <v I I+, Il , 5$' PAC i / / O I / Oyu /'ft ,. - s r �, , r`C;. r + Y. ,A / 0 // / :Q ,� _ 1 p;' 1 u ` , f Lly ` ?4 { 2 7 t/. 23 % 411 I` I / / �� l I 1 I.k.: / �, �' `,� POCK _ / I O / / ,: / TX8' PACKING _ _ / /, / rL _ WI �R PIT, �I I / / o J VE 1` / (7 n.. ,/ / '� ,r.. .t . ,r �: S Y .,,. :". 3y' ,. 6 5 ," I N . 4 RI LE ,` - - _- - - - - -. ,.-/.t. r -,... e- ,.,.. �-, , - L _ ; / ALL PER I - THREE F - / /. ,:°,,: ._- !,:.;' 3,M, ,..e .-;c:, ,:.:,, s::> o -:...'v ,,;:;. ,::r.. , . -... .. NST ExISnNG v a / e ,ar , u .A.. ., <. .. #,.� ,,. ,.' d + , :,.r.. ,... -ALYES IN LEACH i } CV »l .. r - „- , ,.,I. .e,. ,n ...,w: ,. t ."•4. ,..:.IA , `, . TELA �, 4- :, _ IIIc r 1 MFLfT ExlsnNc .i O e; ,+"_ • a:. , w. 3t ,,: S I LEACH TRENCHES 1 I ., w` EE TO REMAIN 1 I SH14 O . o / / . I '1 . ;`CRI K PA�iING`'60 ;Y' , , " / _Q" Q .883 .SF r 14' --- -, r ., . Yr : _ - X 1 �. x. r, , ..: I 0" I i ..,. , � . ,,.. t .. � ., as � , , :,: a •;'.; , ., :. OR - 0 I „ ., ; _ D -� / / mit ' �` x t ROLL `� _� .11 [r e i ft y :., 4:: c? „,i.+.i ? ,,,e:'r:, ,t�. _ _-MQV;roRINc WELL, LEVI.L r-1 E_'_1 r - - SDDI ',i Ex i f / 'a ... , ,a n I GRADE 4 AK t-- L ----I - Sg°----- 1 ® I �r1 �----- - O' I Et E J=�07 7 , WIN V 7 .53 . 1 O' TO 80 D" . I,, „-a:.. fi."i a ,. ... _a , , , , t a,;. .aa er ., r;,- 8 .; .. 1O' I , fY1N' SW). Z04 sof 12'INV(6)'20l68 i r *lC' � M ,:.i, / , ,,i �_U _ , 1 I E)�204.49 .;,.: , „ ... ,.. �. •:e:--. x ,,..".;; i ...,.. '. �.,.: .+ ,_ v: w ':. _: ...:;iH ,'- t„a, ,,, Rb I i i t I - - 12 INvv(( a t 3,., , av; w-,. 5' - ,29N (u, -20459 uM P D ../ / <;... s A, i 4 f / :,: .Y. " . _rt��, LE l �%i i I \ I I_ , I ) 'I K. v. .. '.. n•.. R 1.;rJ .� V c. S t' ® ��-� • I J l-_ - _ END UNKNOWN 0 / / - 4I l :, ,,-- ;` GRADE <. _ -- w _ „ • I . x / ' .1 , LANDSCAPE A � . TRASH F . � .\ I. / / ry _-.-I .�``- AREA 13,762 �F - w .. I, "A r �L 'I I i #,'�jJ 11 ..' i -___ < ' `__�_ 4.Y . , PAD PROP J e2 -.2.D Ii 1 T?1 -, I 1 ' / /« ✓ -- -- , ' . v . =` ' ILITY J - \ k, 1 E-I�1 5ED DISTRIBUTION FAC . i / / / _ _._ _ _ _ - 132,750 SQ. FT. n K 1 / // \ "' i / /• AA .:." /' / DEPRESSED LANDSCAPE 1 / - NG F F E 207 --- ' / if 5 / / \ \ `! I \ _ _ POND 1 TYP ` / / _ -OAKS/ B I I I i"1 ' . K.L: ,.. ,,.: a � _ ". _� _.. _ i , ,,. ..# .? ,, ;. ,. - ' V Ex SllM PUMP ! (_ T: / I . �j I 1 .t,6 vFl- - :q„ -. -___-.T _-T / I 10'N N�943.98 ''i _ - _ DOCKING 71K A F --------..:- M rLUL#4^ j I - I OF♦ 00 cl . xF ,5.,.,. 5 r,: ".� , a ,. \ ,. AKR ,I9 nK� i _ J CHISELED X ' - .„ '.. BRE - - �; CONE. 1 _ f ---- - _ H . .,..., p ,.wfi: .;,.x - .. • �t ,,.... '.. .-„WNF4E A�A,PON9-- ,! . , AND �, -', :.. ,� S I . EIEv-TOR 33 � - ;IIx ,c, N ,.: t, w RESTROOM r� �T I I a 1 .+' Y :4 A ..-;'� .', ,. 2) _ 3 :•Ex $DDI AND GRATE _J ..,i. ,. ,-.^...�,., t .. ,,.,,. a"'.. .. ..;," ,. . .,.; , . : .. IRW .� sD ELEV4 STAIRWAY T 0 II G 07 65 : ,:- ,. s ., ., » , .... � .,,, STA .. .4,--l.,,, , _ .,, , _, �,, .., , . 4 tai ., ,, r ..... r-........ ., r ,..,, . , > ., .CRA _.s., t. ......... .... �. i �. :,. _.,.,,. VL TEV 207. E „f -,.,I 1,11 w , I v .p�. d,r'T x .. " .v ,. - - v.i `1 1\I\ �/ } / 11 :1 WAR h. \\� !fes/ �� I. xl. PAVEMENr .1 IK I i/ - I:: i EX SOOT i w. , ". a. " -` •. - ` t .. x \ \ ` - �.-_ / ...^ ' *i v'ryC :I' I i [LEV. 07.75 ,ej .'i /`_�--�< + U > N 1 \\ ;---- i:`I , I 81Nv.(w).z06.z , , / / , \ L I Q t '------ I _ - ",b1 : I EXIS n t t I ., 1 ' Y ',x � ` ssoA2' I, 1' 1 .I : P OPOSED t _ �_ _ /%�---------�- \, : i e V -20&9x3.9. I I I` I I DISTRIBUTION FACILIT�' ,,.g"x `. 225.0' 1 v I // I :I v..8•INv IE) -20J.94 a �,., ,. I e. I I I .. I _ - I is _EX PIPE _ _ I a ,, I 'I I , I • 25 00 SQ. FT. - x / I � WARE I 9 i�<. cXI STING T DRIP UNE, hFICAI-.� \ / I , I _.I I , �_.� O /7_ 10-IN'J-201.flJ \ Y' - - --- ' I II , I I a t I. , , ,. "' ' , __- - �� PUMP r k I EX SDa e, I _-. _+j I I I , ELEV= ---- r`,T / / 1 I I I I _T I'n rr8 INV.(N)29363 �' Y1 ` / '/ - I I _ ___ 'I ,0•INV(W)=203.6J �/ I I • I I ��-ALIGN COLUMN _ - FX P,PE I I a{ 9•INY. E)-203Ef L----_ z11� / � / ` I I . I INES AS SHOWN _ ` _ " o lNv=zo2.9S I I x,.. -1 ` 36 > . / - = - - :/ I 1 :.I W TUBE SO EO C --- _ _ 1 L rt: - I j '/=-------- « a I 1 (CO LIMN ®25' 11.05' _ 1 /, I I. ", Ak :, I , I , .. I 1 : I _ - - - - - - - - r : 1 STORM cou EcnoN POND I t I } 1 I ,I ---- - i I 1 I r''I ,,, ( L: I I MONITC- -UL - I 1 1 PCPRESSED LANDSCAPEw ` I' _ -T < Top a CASING I, ' I ,, f I _, ' ,.. : I i ` LL 207.45 ''1 x. --„-I i / PAVEMENT 1 1 POND 1 _ ,TYP . I (" /` 6}'oak _ _ - - ------ T --I - ` --- , } � - - - - - 1 i = '_ - BUILD NG $ET13AC - 27.27' 1 _ - - - _ I / d - - - - -- -I - - - - - - , 2' ROpENT STRIP I , i,I l •I `I EXISTING POWER POLE' , ` I , + K - - - = - 1 _ - - � - •- - - - . ` Ex sD P,PE / / I � '' I I I _TO REMAIN I , I • .. I. _ - - - - - - iS IqV-z01_64-- / r:1 " I ,-r- - �" 1 i zl, I \ I INFILTRATION SWALE-.-1 ---- --- ------ -- - -- - ----------- I_--- -- TYP __ - -- ----- - / I -- -------- --- ---- ----- --- --- -y--=----- / ------ --------"----- // 1 a : I �,� ' \ , --- - - ---------�= � -`-- --- _ - _INFILTRATION SWALE-1 TYP - \ I ✓ -- ----- --- -- r ,- - 7 , Is ^�, f _ --- ---- - . ... F - ;. r' :a31.�. s s7DT f 5-DpK - "yam --- W wv .S, -v y......../...... ,,... , �3 __(- - � •-..-� ' 73D.Da' . e - 2-7.OAKS { " , , �, - EX ST .44 -......Y^. -.r.---'. ) J' W , . ,� Jr_ :`� c ` - - EXISnn'G CH.aa K SECUR FENCE ; I &'N -•F•• ><_;5:.... �.(T.+-r• :s'......-». 4 _ •: • . ._ < C z :? - 5 _ _ �� _ Fes, -.1 - ,t. ---. _ --=a^ - ...,* -;,z:,,:_:,..,.. ,.:.'.:�,! �'., -3,. ,•TRE - �.,R _ 4) '�_ _. Z .__ - ' - = - --- -- `' _ _ T t. ` �,. 23�t)2EE�! �.` N 20 IRE&.7 _ _ .�.,w4wr+n..4 �,r,..Am..,►11••.- - ,.t�..+� - , SIG n Q. �i rrr ;__. ,,,,,,,,,,,,,,,,,,,,,,,,„-,._,,,,,-.,..,,..._„_............,..-........- .. � SEX SDiI, `+ _ -... w ......... .......... . ....:::::::::.....,.... TEEDW q� 1 at-2os.fio EBOEwE.,,-------'-------------------------- .............................................. __ , ----. -------- +.,�•�,.-„------------------------------- ------------ I --_......I...._..._. ._... :J_� _­ --- ­ 17 Q _ '-_. __ti �'•, '� ,SIGN _ _ •-_ i�_rW\�r_ t`j X a 3 G L, O , __ - �A�� "' �rrr�-1111, _ V \ V;. `,GN ��- wA L 1 I - 11 Revision Date By Im am - I%W ___ tar Civil Engineers..Surveyors Chico, California 111 MISSION RANCH BLVD SUITE 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com SITE LAYOUT SCALE 1"=50' MODERN BUILDING 3083 SOUTHGATE LANE CHICO, CALIFORNIA EPs PARK AVE ��a Ln SHEET INDEX OU I - \\\%KD �� - AICYI( "21) "I, ; ,\F\\r 'so .- SP;EO LOCATION MAP C-1 DIMENSIONAL CONTROL PLAN C-2 GRADING AND DRAINAGE PLAN C-3 EROSION CONTROL PLAN C-4 DETAILS LEGEND DIMENSIONAL CONTROL PLAN C-1 CHICO SMUCKERS EXPANSION Job Number Scale NA �g-pgq F� Vert. Sheet 1 Of 4 PROPOSED VERTICAL CURB PROPOSED VERTICAL CURB & GUTTER � ' PROPOSED SITE FLOW LINE IV PROPOSED SAWCUT AND CONFORM LINE -- - - - - PROPOSED GRADE BREAK - - 18" SD EX STORM DRAIN AND SIZE 4" LSD PROPOSED LANDSCAPE DRAIN 12" SD PROPOSED STORM DRAIN AND SIZE -`- -- - -- EXISTING EDGE OF PAVEMENT � ' " LIMITS of CLEARING AND GRUBBING EXISTING BUILDING OUTLINE PROPOSED PAINT STRIPE - - - - - PROPOSED CUT OR FILL CATCH LINE . 1 1 1 1 1 1= PROPOSED PAINTED CURB 'NO PARKING FIRE LANE" A NORTHSTAR ENGINEERING CONTROL POINT e ;' est EX OAK TREE W/ SIZE TO REMAIN 150.41 0- FL FINISHED GRADE ELEVATION 150'41 0 EX -EP EX GROUND ELEVATION -MATCH - PROPOSED TRAFFIC SIGN ^I EXISTING ELECTRIC UTILITY BOX EXISTING DROP INLET *a* PROPOSED LIGHT STANDARDS (SEE ELECTRICAL PLANS FOR MORE DETAILS) PROPOSED AUTO ACCESS PAVING 3" TYPE 'B" ASPHALT CONCRETE ON 8" CLASS II AGGREGATE 13ASE " PROPOSED TRUCK ACCESS PAVING 4" TYPE 'B' "t ' , vI ASPHALT CONCRETE ON 12" CLASS II AGGREGATE BASE ['v- 1n _- _ EXISTING PCC SIDEWALK OR DRIVE F___, PROPOSED PCC SIDEWALK " - PROPOSED LANDSCAPING PER SEE LAND SCAPE PLANS - -155.0- - - - EXISTING 5' CONTOUR LINE MAJOR -149.0 - '"_ EXI STNG 1 CONTOUR UR LIN E MINOR ,149.5-- __- FINISHED GROUND 0.5' CONTOUR LINE MINOR _._.-_150.0---'-_"' FINISHED GROUND 2.5' CONTOUR LINE MAJOR PROPOSED CURB CUT HANDICAPPED RAMP, SLOPE MUST BE BETWEEN 6.67% AND 8.337.PROVIDE 1/4" WARNING GROOVES FOR 1' AT TOP OF RAMPS ® PROPOSED PARKING LOT BUMPER (ALTERNATE #2) INSTALL 3' WIDE STRIPE OF TRUNCATED DOMES PER DSA COMMENTS. LOCATE ON ALL CURB CUT RAMPS (NEW CONSTRUCTION ONLY). DIMENSIONAL CONTROL PLAN C-1 CHICO SMUCKERS EXPANSION Job Number Scale NA �g-pgq F� Vert. Sheet 1 Of 4 Of .\ N 67'06'33" E 659.69' \ � / \ \ EXISTING K1RE STOCK FENCE �� �. ea e>• e� e� ee.�.fe. ,� et• �� ..f ��� e>-,e)♦tK� et• e� e>. �.� et• es e�� et• i ems: _ _ __.�� et! _ �� e.s �� - - eek tea_ e1. - / \ _.-__ -- .� _- _ .--- erg �� ♦ _ `- _ - - -- -- -------,------------rye_ -- _..; '\ - _ To11P / / ,��4 / / / \ \ \ \ � SOIL STOCK PILE OrO �11_ :,i - - - -- O , J N. / /ti \ r Q ll- :. _ 4 ..n(v� _..-._� f _ Y _h _ - - - _ -._ _ .1 11 _--- - - :� ( , _ - -- _- -- a, o �-- - - - -. _ - --__ _'__ .r:,- t,.::' q d `� d n ,:! xy,.::::) < /iy _ _ 9.14 PAVEMENT \ \ 11 ----f--- j - _ _-- - �. � E \ ---- _ _-- h �: \ _s' --- -1 TYP - _ } - - -- ALE - _ \ - - S - , ----- NFILTRATION ----- w _---µ 30µ`f I - --- --- \ �0 / / - - - - a 207.40 \1. \ _ - -I 11 �,� , '' ... .., .... .e. -,.,_ , _ 3, SW , I / r >.. t ._..., . .- -, „. .N. f -. _.. h .,.r. ..,. w,., ._. „_ <' , s x / _„ x li -_ 1 / i _, 20 � w 1. 9.07 X -- -- / \ i i a ,' - i ,: ,..r ,z, ,:, EX -EP Liz, \ .,e / Y, w . I \ \ .. r:• .�.., '. sr..,. ' z, .;: .- ,.. f .' 'I r `� \ \ // //// 206."0 _ I ?0>3 ♦ \ // / \ \ / / , �Q MONITORING WELL 1 �� \ 1 ', I / \ / / { " ?O . ) TOP OF CASI!1G �' / \ // /�/ // d 205.00 7p0 �� / ELEV = 207.81 i 1 \ _ -�_ - N I I i'\_..I //� /// \ \ \ // / 3 AC - I I QD I / // \ �' / // / 9 / II _ - `a, oa , o c / / I ti lt� N I i I 1 / ♦ // y6, III _______ -- I 1 ;I I 11 i • , </ //\ \ I I I I - - - - ----- �1 ' I I �� 1 'T I \ I\ �/ I III �" i / I i I ♦ /i 1I I I �r I I II I -!- .1 I_ - ` �` II, I [ / // 'k- IQ- ♦ // \. I~III II "� II I / 1 _ - � - 1 I / / \fir/ / \ ,C I j I I I i 1 / 207.40 I \r. ( \ c \ < /�/ \ �/ I I 11 I I I � v / v Iw I ' 1 SW � 1 / 1-I I i i I I I � I ) ` Z // \ h13:Yl II I I 'I 11 I 11 / II I II . ' OAK II I a \ I , 10111 i 1t II i p 1 I - 205.86 ,� IQ1 i ,-a I I z ;U i 1 I _ ._ ,7"OAKS' 1 I' , 0 � 111 I ; rrT I I I -- \ I I 1 o i I I _ , r _ _ A l �-�, �I I I \ ,. jZII 1 11 1 I cn t i - ` 1 ' F �� /� i 1 iI I I -L� II 1 I �`, OAK 'C14 . \I w /// I I I I Y -I ; -<< D I I 1 2) ROWS TUBE ' niz 0 7 �\ I I1 1 I z ', / I EL COLUMN �' i OAK 1' a Io to iz 1 t- I, I t7 /�11 I STEEL " "i i I `NI I �� . II I I I n� II II ®50 - t 11 w- -_ I t ,� , 4*11 I 111 I I i II I I _ - - -'� - � I I{ , 1.75% ,' /� I I r h� ,1 II %i -t 11 11 / 53"OA✓� I - -��- - --_- I EXISTING CH AINLI NK SECURITY FENCE -- _.. 1 ",I `I• ; „, I " Y' '/ \v�, ON //� // W 1 I { I ;11 / ^ / MONITORING WELL � / / I I ,'�• I i I , I \ I I \ 1- ' / \• TOP of cnslNc / / i I I i ` I i / a ;' _ ".. i 1 , / / \ ELEV a 206.8, / t / t I \ I �• - I 1 `f / / Y 1 // / 205. I / I i II / I I I I . I I / / / / \ �� �% \ LJ I / AC x. I , l I I 1 �) } 3 ;AK `,, I 'I S '/ Z / / I I ,� I i r I' 207.40 - $ I I � / 1 � I I I' � I \ I // J / / 1 1 ` I I 03.50 203.55 1 12' & r I I / / / / I I °,fir r I I` I - i i / A 05'95 A 04 • AC - I I �dIN 1 'OAKS r 4." I 1 II / ,/ / 3 I / / i I \-- - c 50 ' - PACKING \ 50' y, r I I' // , // L ' / / I I----� / 0.73X,, �, I O. a I I 1.13: I I. , / / / �` I I y, I f; it h!.'_:, 6 "e ..r� �' .:i� y / ,' I ' 1010 I tp l Z / / / I I 1. ,..•.•'iLV:i---_' x & 5 F .1 {: r I ° P • ,i a01 1 I t>v 1� / / / / ' 0 0 20,5 Q0 ms 7G / ; 1( + BIW '\ i N'w _ / c / / ? l 1 � Y x r 2 7X8 DOC ACKING _ _ _ - ; / !I'll IT I ------- 1----------- ------ - I: d h \ ...-_._, , . ,. .. .. , ,: ,: r . ' :-�,: rrr , ,,.., r,i ,x - ".h z'. .. �. / - -:: TIiP,EE EXISP,NG VALV I , 1 / / d s5 Ei ES N L LD / o t . <,..K,,, «, u ,s ,., -.k= <,- 1, .,;:u ,.� z { , , ,: _, ✓ LL 1, 1 EACH ,,FIE 1 / ;,- , _ n ,�.; ,..,, ri: NST - <v / / 1 / .. r: r. r _- _- �. -� s .. M ,- R,..,..._r. .. ._.. ,. - +A -,.:. ,.. , , , Ex SDDI _ w,- _ . .. .1 - Ei / _ _ y _.,. . I 1 _ , U r" . N -- C 1 �' ,f.,, - , .,...,.,.: / / _,..... .,.,, . 5 MFGR S ,,.,�. -_ .. >,. .. . ..t. „ _: ,7: _� ELEV-207.63 - .. r,,. ,. _ / _ ,., 1 �c/ 3:, . , _ , ... , k , " 12"INV E 205.06 / E . E -xe ,p a .._ , ' " , _ � _ _ t,.., V >,.. , -- ..» ., ..« ., ,:.t .:f,; n D CJ I 72"IN 205.0.1 o _ . tLO I r - X U / J I . O .<,, ., , , . „. .,,, , L r - Ex s .-.. y.,: s •' I - l 1 DDI +EX SDDI i. „ ' DOOR 4 L , „_ _, L ROLL r • z Q _ - ,.., . ,., .. L A -- / /_ d = 7.5 I / : ~< , . _ a., _ ,. ...,. _ . , �. r a,, xx.'v„ LE ,� I r ELEV 20 3 .. , .. _ ::,, .z<,. _ - . ,_. r < ..... <:... ..._. „ ,i ... •f.. ..r , t , , ci, 203: " a . i L - V= r _ 5o E 1 E zo7.6o v _. ,-.. t., :, , - .. ,. ,.. ,.„,.. / . NG WELL D i �� f :, n , - .- fi r -,w ,:..{eT, a \ 5 -.._ r,_..0I Ok � - ®GRA -- z NY s zo 68 / / _ �,,��� 0 i t2'wv(sW)=zoa 50 l O= L a ,., s <:: ? c� 10 . ,..,., . , ^:h=M, ,. ,..,r : ,. ,,,:! _,.., • ,:.m h ... , f, I Ex SDDI ..,,:. JG„ :,,�� „�"....• ,_._ ` �' s . ,' , �,Lx , _;. .w, -:, - I I I tz"INV'E Oa4 x,,. 7 o , .: _... , , ..,.. _ .. � _ . _.. , _ 07.0 0 X R -. ..., -. ., , a. :, < .,,>..... :. .r .. �. .t.. ». :r.... -. c.,. .... _ 1 72"INV N 04.9 i ELEV-207.71 s „ r ,:r r r. x<,< a > ,r, \ DOD ( NOW 58 ... -,.. - '': s., -„ ,. i. , .. .,. ,... ., _. ,..,. -. ,.. ... ,. -.-. .. • 1 � t "INV L 'V I, .. ,. ..,.. t ....,-. ... .. ...., , .., ...''.,-, ,._. , _. ..: t,. �' ...,. .. D ' I END UNKNON^.; � \ .. 2 W 205.10 w. , u ,z r t^ r 1 r _ _� ? t )? z s` i_:, LE L J L 12"INV(N)a205.32 1 � w:, . ' E L � .,,� ,. ,- - , ._ A :..,3 ,.a , � ,,. ,..;t... ,, v... , ,,....,. • . ,:.. .-.,,:. r ,:y .. .,:.. r , .- .__r'„_ .:,, \ -- I 12"INV(E)=205.29 ,,.. 205 W I 7.50 .. x i 'r ,:a.. s,.. rY , ,. z� , s -.. r n.; .r.... ,, •J F.PaQ UNKNOWN / ; ,,. ,. 206.5 N i y - I ,, Ac w 207.50 \ ~ 11 - I - / J �2-6".12"oA � / \ I � 1. F 3 I � 0�P _ I I // // �' ; - , � ,,r , DISTRIBUTION FACILITY 1 / `� _ 1 _f� _ - -- - i / �� tir _ - F r,__ I / / _ RO�' SED D ON AC a , `� N: 1r _1 L � ----- 7 _N. -�_ _ _ 2,7 n / �� \ �I 111 � os 13 50 SQ FT 1 / / � N � Ili' I, I" �..-.o (, �'1 --11 - L11N I / /ry� x, ------ I - q [ �6, IV i 15 ILDING F.F.E: 207.5 t - �_�� _ _ _ ' _ �--- 90 N I �/ / / / DEPRESSED LANDSCAPE / " '` ___ . 16•/ 'OAK �,,,.1. t - - I \ =�J r- 1 / 1 .+ .: 1.101: _ I j i l 1 I I - Ex SUMP PUMP-- 1 ,r -.1.� ._.11-r'-�1-I� �I- L- T - \ _ / �1 - s _ POND - 1' TYP / / 1pk v' - I I I I �': U i 4FfNV NEj126.96 i I I 11� 'll,t. - , II O II �- ok _ _ _ _ - _ _ / 207.40 - CE, \ 1 I I I I I- - EXIS - - I \ ` + a \ 10"INV=203 94 1-- 205.20 <.,2�"( /Q6 `` _ - _ - / I 7lIT -II =' Utz' �JL _l -eP _ - - - - - - - - _ sw I KING OFF * 17 .a", `HISELED x �, �, r=== ,,�# *� I o`'' P `� - _ A° �� DDC REAKROOM, 19�AK I - - W _ (i ELEV-208.31 - - -I- ,_� �� 1 ems._ `S� c.•'7_G- - - - - - -^-- - - oMr, ,.��„ ,.. ,. .:',;:'_ , Oax \ ,,: , -... < • \ .. - I . `r..ONF.. B _ ..Ire I '�1 I f' F AFP-vc3�+E1- -_-i, t t I i�- i i 6:J i IT I,,, I I I I I :\ I _ --- I ro^g- /�i�" _'� � I ELEV _20698--- - / C � I I I 1 I I I �- 1 / I 8_INV.(E)=203 94 I 1 } 65"OAK I I I I I \ P OPOSED _--- I I / I I a I _ \ Ex PIPE I ), i \ i WAREHOUSE 6 1 I 1 ► I DISTRIB�ITION FACILIT�' - - I i 10"INV=201 831 I I I I 1 \� I _ - !f- "/7. I 25, 00 SQ. FT. _ ____-- ,� AK I EXISTING TREE DRIP LINE, TYPICAL- / / I I - _ 205. �0 89 � I I a e � / \ / / � 1 I \,1 - 1 \ FG 'N T --1i1 - o� PUMP I� I r�Ex-SDDI --- 1 1 I I ELEV=206 79 __� ( 6"INV.(N) 203.63 �� l_r // // I I I \1 I LIGN COLUMN I EX PIPE -- �� 1o'INv.(w)zo3.63 C -------------I I,- ...(E) ---------- I I i 8 INV. E} 203 66 - / / I I I \ "�._�-' 10"INv=202.93�� t i 1 A I i o^��` LINES AS SHOWN 1 _ _ - �- I ti. ^� / / , I I i 1 ROW TUBE STEEL o^��` ti _ _- -- - 1 1 F • _- - ------- 1 ,---- /� I ) � 0" O.C. I -' is -_-4J _� - - '--- _,._ COLUMN ® 25 1 STORM COLLECTION POND I ' 1,11 j / ► I , I!, I I 'I t I ^/�MONITORING WELL (0,O 0,� � I _00.1.05 I 1 ) PAVEMENT I I TOP OF CASING -� ILIO Nt0 'Oji I �, I - ` ELEV 207.45 of of I FFG '� IC I / I i,_ - n I--,' "I NI 1 yo --____---- I I II{ i I EXISTIN( \ r- U• 63"OAK e 4 O I _y-- i , \ I / ''I I C4 I, 1 - �--t / --I ti _ _ - - - -.-c =i In �.. \I EX SD IPE __ / II I - /- - - - - - - -�-- -YJ N 7` -�•,� ( {moi 15 INV201.64 / / / --------------;----�-�- -- ----------------------------=------1--'--- "� l I I INFILTRATION SWALE -1 TYP --------------- -- \ __ / / / i I ) ----------------- _----------------------- - \-, `-, -------------j--------- ------------------ ------------ _ --_-___� - - � I ---L-------,----- --- --- --- -- - -\y - _ _ _ _.. w -- - . - -gip- �' a 1 _� .. _ !---� __.--...... 4 - I ' 41 r- EXISTNG CVR8 I .. ^-•_.- WV '�� ----'_ 5"O AR. • � ' l� �.. - �7'07'1,.�„ W =, f 730.00 ( 2-7"OAKS j ��L EXIST NG CHAINUNK SECUR; Y FENCE Gds -t_ - - - &CUTTER -- �- - - - - - - - - - - - - .� - - - - x`5`5-.-... .�_ J� µ _ 1 �a 5 { - :. _... _...._ ...._.. ::- .. -, . ..-- _ Crh-, ✓EWA J - "` ^�. , � .•TR_F�� ,• - 0 E 1 �� -- - .. --- - •, _ , . - '- n., ._.----__.' .__ �,.._.� _..__.' -.:_. --. .-..-... ._ -- -1 _ - - ;-�N --------_-- ------------ __-_.._:,, .- ...................... . 04 -- - „� ,„. ._ E WAY P AVE a „,..;-..,,t..:..,..,,,,.,,, '--,_____,.-„-__--._.__._OBOE-P WEM...,s,.._._.-:... _ _.................................................. ._ ....... .....<r- _ ,.._,.__.,-___"_-"__"-_.__„'___-__'-___"_____-__..,......--..._--..-......................... 1-� ._, ..w.u....,..«.. ...,.�lµ............-............................................................�- 2 TR< , : ,ti 3 -��. 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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHICO IMPROVEMENT STANDARDS AND THE CALTRANS STANDARD PLANS & SPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS APRIL 2004. (APPROVAL OF BUTTE COLLEGE DIRECTOR OF FACILITIES OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE BUTTE COLLEGE DIRECTOR OF FACILITIES IN WRITING 48 HOURS PRIOR TO COMMENCING WORK ON-SITE. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. 5. PRIOR TO ANY CORRECTIVE ACT10N BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST INCURRED FOR THIS WORK. 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. 10. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE FACILITIES DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE FACILITIES DIRECTOR TO BE APPROPRIATE FOR THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT. 11. PARKING LOT SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE DENSITY DUST SUPPRESSION PLAN 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED ONTO STREET SURFACES BY CONSTRUCTION VEHICLES. 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THE LATE MORNING AND AT THE END OF THE DAY. FURTHER, THE FREQUENCY OF WATERING SHALL INCREASE IF REQUIRED BY THE COUNTY OF TEHAMA AIR POLLUTION CONTROL DISTRICT AND/OR COUNTY OF TEHAMA_ 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 20 MPH AVERAGED OVER 1 HOUR. 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVAl10N OPERATIONS SHALL BE MINIMIZED AT ALL TIMES. 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY STABILIZED. 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT ENGINES IN GOOD CONDITION AND IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. 10. RE -VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHALL BE COMPLETED AS SOON AS POSSIBLE TO REDUCE DUST EMISSIONS. THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO THE COUNTY OF TEHAMA FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. 11. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. GRADING AND DRAINAGE PLAN I C-2 CHICO SMUCKERS EXPANSION Job Number r- ao' scale ,,,A snit 2 Of a 08-044 Horz. Vert - - G 0 I 2 Al -1. All work on this project shall conform to the applicable code and any other applicable county and/or city codes and ordinances. Al -2. Written dimensions shall be used. Do not scale drawings. Al -3. If information on the plans differs from these notes, the plans shall supersede the notes. Al -4. The contractor shall verify site conditions and their correlation with the drawings and shall bring any problems to the attention of the engineer prior to construction. Al -5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the engineer. Al -6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. Al -7. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N.). Al -8. It is the owner's/contractor's responsibility to verify that this project conforms with CC&R's (Covenants, Conditions & Restrictions) of the subdivision and/or approval of the property owner's association. Al -9. Installation and hook up of all utilities shall be in accordance with applicable codes and the requirements of the utility company. Al -10. Electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities shall be located or designated to prevent water damage/infiltration. GENERAL EXTERIOR: A2-1. Refer to site plan for location of building and grading. A2-2. Final grades around building perimeter shall slope away from foundation and shall provide rapid removal of the surface water runoff away from the foundations. A2-3. Roofing shall be installed per manufacturer's recommendations. A2-4. Install any stone veneer per manufacturer's installation specifications. A2-5. If required by California Department of Forestry or the fire department, provide fire retardant roof covering with the appropriate classification. A2-6. New buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency shall comply will all sections of Chapter 7A of the 2007 CBC. ENERGY. A3-1. All exterior doors and windows shall be weather-stripped. A3-2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. A3-3. Exhaust fans and fan systems to have backdraft damper control. A3-4. Shower heads, faucets, HVAC and water heater equipment shall be certified by the governing state or local jurisdiction, where applicable. A3-5. All gas appliances shall have an intermittent ignition device. A3-6. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors or windows shall meet the requirements of the energy calculations, where applicable. A3-7. Ducts to be constructed per the applicable code. A3-8. Water heating equipment shall be certified by the applicable code. Storage gas water heaters with an energy factor < 0.58 shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-4 insulation. A3-9. Mechanical equipment energy rating: See energy calculations for additional information, where applicable. A3-10. All windows to be standard dual glazed with vinyl frames U.O.N. A3-11. The installation certification form of the applicable code shall be posted at the front entrance prior to the issuance of a certificate of occupancy. This is in addition to the insulation certificate. A3-12. Insulation for walls, ceilings, and ducts shall be per the energy calculations, where applicable. If no energy calculations exist, the following schedule shall be used: Interior Wall Sound insulation. (opt.) R-13 Batt Ceiling Between Floors (opt.) R-30 Batt Exterior walls R-13 Batt (2 X 4 walls) Exterior walls R-19 Batt (2 X 6 walls) Ceiling R-38 Batt Ducts in unconditioned space R-6.3 Batt WATER HEATERS: A5-1. All design, construction, and workmanship shall be in conformity with accepted engineering practices, manufacturer's installation instructions, and applicable standards. An adequate supply of air for combustion and for adequate ventilation of heater rooms or compartments shall be provided. A5-2. Water heater shall be located or protected so it is not subject to physical damage by a moving vehicle. A5-3. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of its vertical dimension. A minimum distance of four inches shall be maintained above the controls with the strapping. A5-4. When located in an attic, attic -ceiling assembly, floor -ceiling assembly or floor-subfloor assembly where damage may result from a leaking water heater, a water tight pan of corrosion -resistant materials shall be installed beneath the water heater with a minimum 3/4 inch diameter drain to an approved location. PLUMBING: A9-1. All work shall conform to the applicable code and any other applicable county and/or city codes and ordinances. A9-2. The diameter of an individual vent shall not be less than 1 - 1/4 inches nor less than one half the diameter of the drain to which it is connected. A9-3. Any plumbing drawings are schematic and indicate the systems and equipment to be used. Plumbing contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work of other trades, and shall confirm the location of and install sleeves and hangers so that work of other contractors is not delayed. A9-4. Install gate valve at service entrance to building. A9-5. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. Waste and soil lines shall comprise a complete sanitary system from each fixture which connects to the waste system. A9-6. All waste lines shall have a continuous fall of 1/4" per foot inside the building. Instruments shall be used in setting line and level. A9-7. Cleanouts shall be placed to serve waste system in accordance with applicable codes and best plumbing practices. No under floor cleanout shall be located more than 20 feet from an access door, trap door, or crawl hole. Aoproved backflow prevention devices shall be provided on hose bibbs. A9-8. Provide pressure -absorbing devices (air chambers or approved mechanical devices) on all building water supplies with quick -acting valves. A9-9. All shower compartments shall have a minimum finished interior of 1,024 square inches, and shall also be capable of encompassing a thirty (30) inch circle. A9-10. Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbant surface to a height not less than 70 inches above the drain inlet. SMOKE DETECTORS: A11-1. Smoke detectors shall be interconnected. Al 1-2. Smoke alarms shall be installed in accordance with the approved manufacturer's instructions. Required smoke detectors shall receive primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery back-up. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for over current protection. The alarm shall be clearly audible in all bedrooms over background noise with all intervening doors closed. 1 1 2 1 3 4 DOORS AND RELATED HARDWARE: Ala -1. All exterior and interior door hardware and hardware finishes shall be as selected by owner U.O.N. All doors with locks shall be keyed per owner's request. Al 3-2. For residential projects, privacy locks shall be provided at master bedroom & all bathroom doors. A13-3. All doors shall be provided with a door stop. Al 3-4. If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety device as per state law. GLAZING & WINDOWS: A14-1. Provide safety tempered glazing in "hazardous locations". All glazing in shower and tub enclosure shall be safety glass. All glazing indoors and within 24" arc of either vertical edge of door in closed position shall be safety glass. A14-2. All window frames shall be set in full bed of mastic. Lap building wrap over window flanges except at sill. A14-3. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24 inches. The minimum net clear openable width dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have a finish height not more than 44 inches above the floor. A14-4. Safety glazing must have permanent labels / identification. STREET NUMBERS: Al 5-1. Install street address numbers of sufficient size and contrasting material to be readily visible from the street. FIRE STOPPING: A16-1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels, and at 10 -foot intervals both horizontally and vertically. B. At all interconnections between concealed verticle and horizontal spaces such as occur at soffits, drop ceilings and coving ceilings. C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. D. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceilings and floor levels, with noncombustible materials. E. At openings between attic spaces and chimney chases for factory -built chimneys. A16-2. Penetrations of rated assemblies shall be fire -stopped. Fire -stopping shall be an approved material as prescribed by the State Fire Marshall. Al 6-3. Draft stops shall be provided in the following locations: A. In single-family dwellings, when there is a usable space above and below the concealed space of a floor -ceiling assembly, draft stops shall divide the concealed space into approximately equal areas not to exceed 1,000 square feet. B. In buildings having two or more dwelling units and in hotels: In floor -ceiling assemblies, draft stops shall be in line with walls separating individual dwelling units and guest rooms from each other and from other areas. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be above and in line with the walls separating individual dwelling units and guest rooms from each other and from other uses. C. In all other buildings or portion of buildings used for other than dwelling or hotel occupancies: In floor -ceiling assemblies, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet, and the horizontal dimension between stops does not exceed 60 feet. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be installed so that the area between draft stops does not exceed 3,000 square feet, and the greatest horizontal dimension does not exceed 60 feet. Al 6-4. Draftstopping materials shall not be less than 1/2 inch gyp. board, 3/8 inch wood structural panel, 3/8 inch Type -2-M particleboard or other approved materials adequately supported. Al 6-5. Except where enclosed usable space under stairs is prohibited, the walls and soffits of such enclosed space shall be protected on the enclosed side as required for one-hour fire -resistive construction or the fire - resistance rating of the stairway enclosure, whichever is greater. A16-6. Provide one-hour occupancy separation between living space and garage. Separation may be limited to the installation of materials approved for a one-hour fire -resistive construction on the garage side and door per note A19-7. A16-7. Doors shall be self-closing, tightfitting of solid -wood construction 1 3/8 inches in thickness or self-closing, tightfitting doors acceptable as a part of an assembly having a fire -protection rating of not less than 20 minutes when tested in accordance with Part II of the applicable code. DRYWALL: A17-1. All gypsum board seams shall be taped and textured as per owner's request. A17-2. Metal edge shall be installed at all exposed exterior corners. A17-3. All openings for outlets, switches, etc. shall be cut. Score & knock -out method shall not be used. A17-4. Fasteners shall conform with the applicable code and shall be applied in such a manner as not to fracture the face of the paper with the fastener head. Fasteners shall be spaced a minimum of 3/8 inch from edges and ends as per the applicable code. A17-5. All edges and ends shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. A17-6. Fire -rated assemblies shall have joints treated (taped). A17-7. Water-resistant gypsum board shall be installed at all wet locations except at showers. All -8. Framing around showers shall be protected with approved waterproof paper. Water-resistant gypsum board may not be used. 1/2" cement backer board or other approved backing board shall be used. 9 I .. HANDRAILS: ii '14. COMMERCIAL CONSTRUCTION. Al 8-1. Handrail assemblies and guards shall be designed to resist a load of 50 plf applied in any direction at the top and to transfer this load through the supports to the structure. For one- and two-family A27-1. Provide sign over main exit door: "This door shall remain unlocked whenever building is occupied". dwellings, handrail assemblies and guards shall be able to resist a single concentrated load of 200 A27-2. Install 8" x 8" international symbol of accessibility at main entrance. pounds, applied in any direction at any point along the top, and have attachment devices and A27-3. All exit doors shall be openable with one master key. An approved master key box ("knox-box" or equal) supporting structure to transfer this loading to appropriate structural elements of the building. This load shall be provided per the applicable code. Obtain all required permits and approval through the fire need not be assumed to act concurrently with the load specified in the preceding sentence. department. Refer to owner for more detailed keying system. The "knox" box shall be on the right side of A18-2. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand the main entry, 6 feet high. a horizontally applied normal load of 50 pounds on an area equal to 1 square foot, including openings and A27-4. Panic hardware, where installed, shall comply with the requirements of the applicable code. The activating space between rails. Reactions due to this loading are not required to be superimposed with those listed in member shall be mounted at a height of not less than 30 inches nor more than 44 inches above the floor. item A17-1. The unlatching force shall not exceed 15 pounds when applied in the direction of travel. A18-3. Handrail height, measured above stair tread nosings, or finish surface of ramp slope shall be uniform, not less than 34 inches and not more than 38 inches. A18-4. Handrails with a circular cross-section shall have an outside diameter of at least 1.25 inches and not greater than 2 inches or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.25 inches with a maximum cross-section dimension of 2.25 inches. Edges shall have a minimum radius of 0.01 inch. Al 8-5. Handrail -gripping surfaces shall be continuous, without interruption by newel posts or other obstructions, with the exception of handrails within dwelling units, which are permitted to be interrupted by a newel post at a stair or ramp landing. Additionally, within a dwelling unit, the use of a volute, turnout or starting easing is allowed on the lowest tread. Handrail brackets or balusters attached to the bottom surface of the handrail that do not project horizontally beyond the sides of the handrail within 1.5 inches of the bottom of the handrail shall not be considered obstructions. For each 0.5 inch of additional handrail perimeter dimension above 4 inches, the vertical clearance dimension of 1.5 inches shall be permitted to be reduced by 0.125 inch. A18-6. Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight or ramp run. At stairways where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not continuous between runs, the handrails shall extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. Handrails within a dwelling unit that is not required to be accessible need extend only from the top riser to the bottom riser. A18-7. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches. A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. A18-8. On ramps, the clear width between handrails shall be 36 inches minimum. Projections into the required width of stairways and ramps at each handrail shall not exceed 4.5 inches at or below the handrail height. A18-9. Stairways shall have intermediate handrails located in such a manner that all portions of the stairway width required for egress capacity are within 30 inches of a handrail. On monumental stairs, handrails shall be located along the most direct path of egress travel. GUARDRAILS: A19-1. Elements of the guardrail assembly shall be required to resist the forces prescribed in note A17-1 and A17-2. - A19-2. Guardrails shall be located along open -sided walking surfaces, mezzanines, industrial equipment platforms, stairways, ramps and landings that are located more than 30 inches above the floor or grade below. They shall also be located along the glazed sides of stairways, ramps and landings that are located more than 30 inches above the floor or grade below where the glazing provided does not meet the strength and attachment requirements in item A18-1. A19-3. Guardrails shall form a protective barrier not less than 42 inches high, measured vertically above the leading edge of the tread, adjacent walking surface or adjacent seatboard. In Group R-3 occupancies, and within individual dwelling units in occupancies in Group R-2, guardrails whose top rail also serves as a handrail shall have a height in accordance with item A17-3. A19-4. Open guardrails shall have balusters or ornamental patterns such that a 4 -inch diameter sphere cannot pass through any opening. The triangular opening formed by the riser, tread and bottom rail at the open side of a stairway shall be of a maximum size such that a sphere of 6 inches in diameter cannot pass through. Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, openings for required guards on the sides of stair treads shall not allow a sphere of 4.375 inches to pass through. A19-5. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches above the floor or grade below. STAIRS: A20-1. Stair riser heights (other than for those occupancies listed in note A16-3) shall be 7 inches maximum and 4 inches minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. A20-2. Stair tread depths (other than for those occupancies listed in note Al 6-3) shall be 11 inches minimum. The tread depth shall be measured horizontally betwen the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 11 inches measured at a right angle to the tread's leading edge at a point 12 inches from the side where the treads are narrower and a minimum tread depth of 10 inches. A20-3. For Group R-3 occupancies; within dwelling units of Group R-2 occupancies; or for Group U occupancies accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height shall be 7.75 inches; the minimum tread depth shall be 10 inches; the minimum winder tread depth at the walk line shall be 10 inches; and the minimum winder tread depth shall be 6 irw inches. A nosing not less than 0.75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. A20-4. A spiral stairway shall have a 7.5 inch minimum clear tread depth at a point 12 inches from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches minimum, but riser height shall not be more than 9.5 inches. The minimum stairway width shall be 26 inches. A20-5. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch in any flight of stairs. The greatest winder tread depth at the 12 -inch walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch measured at a right angle to the tread's leading edge. A20-6. The radius of curvature of the leading edge of the tread shall not be greater than 0.5 inch. Beveling of nosings shall not exceed 0.5 inch. Risers shall be solid and vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from vertical. The leading edge (nosings) of treads shall project not more than 1.25 inches beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. A20-7. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches where the stairway has a straight run. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches into a landing. A20-8. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. A20-9. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. A20-10.Outdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces. A20 -11.A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. A20-12.The smallest radius on curved stairways shall not be less than twice the required width of the stairway, except for occupancies in Group R-3 and within individual dwelling units in occupancies in Group R-2. A20-1 3. Stairways shall have handrails on each side (except for stairways within dwelling units and spiral stairways, which are required to have a handrail on one side only). Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change in elevation is greater than what is required for a landing do not require handrails. Additionally, Group R-3 occupancies with a continuous run of treads or flight of stairs with fewer than four risers, and changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 occupancies, do not require handrails. SCOTT R, v UMMQU9 A D C ID N g.0� ° y °x°03 N d 09-0 N O 2 U O N N o a o oro y 0 '"ooE3l--o U 0 o �roa) C N a� =E`tl`-�ro o m - n ro c n m TL N >L 01 = C N.2 ro N >`LCU: OU U Q - O p r -U L ro W vOi m ro o ro cad-'Oco ro� z o 0 (Dm00)z'Fn-�� c 0 0 0 0 .ro o c �-o-0'aro Ez'D W N N OU p O C 0 N (i7 L U -6,;, U ro T� cn �'aa,L c s v ro Oo_ c Rf -r - 10O '-r rn Z o ao m 3 � �.S N 0 � o mM �• W ~ n1 N co cno�E 0 CO it Ic U o = LL_ >� m pU JLLcf, L z < • U v o O c WV > U Z ®EN H F121 lLUKDHL RU L �o� �o� 000�oo� u Cd U 4� O U Ct .O ;� 0 w cd Cd .� Q., U CO aI 2 Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Architectural Notes A- 1 Plotted: 5/22/2008 9:41:46 AM 1e 14 1 ?e: Q ®EN H F121 lLUKDHL RU L �o� �o� 000�oo� u Cd U 4� O U Ct .O ;� 0 w cd Cd .� Q., U CO aI 2 Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Architectural Notes A- 1 Plotted: 5/22/2008 9:41:46 AM 1e 14 1 ?e: 0 G E a K 2 1 3 1 4 1 1. I � I 81�+7 `'• 0 B Type Mark Type Size Count 1 Single -Flush 36" x 80" 19 2 Overhead -Rolling 8'x 14' 7 3 Overhead -Rolling 14'x 14' 1 4 Overhead -Rolling 10'x 10' 1 Floor Plan 1 " = 30'-0" 2 3 O O 6 Ill Ill 0 O 0 C O O O O O 12 i\T'144 Keynote Legend 1 Knox box per note A27-3 on sheet A-1 2 Sinage per notes A27-1 and A27-2 on sheet A-1 Exir Exit Signage Shall be Internally or Externally Illuminated. ACCESSIBILITY REQUIREMENTS This building is required to be fully compliant with the provisions of Chapter 11 of the 2007 California Building Code. For accessibility details see Sheets ADA -1 and ADA -2. SCOL r 335- PnIEPAIREMInly �o� y r\ 13 ;4 E N r- - x 0 0,3 N N cd >�o T�°Oa=� U 28 O N ON W O N C U O E c a 3:E m ° o N oro: 71>,E� m as m�L c .v�v°i°E•3~°a O°oo oro° o � O �ro C Tr N C L O1 Cp C N CDC C T`C U y E O T° C cd m e E ° m E •a) QU N � °!n c of �'O-2 N m F ° a c a 3 c o ro N N C O Z a) (n o a7 L .�.0 y O C L o O O ro ro p C C', 0-0'a a) m E C w ° C N �O N w e L Od ID) U C C U (°6 r CL C M a) O 0,_C N"d Z U O_ U (6 3 7 C N i m c� LU = N N fn O E _ Q O U Ic ^L- 0 CO W = OX ra O U L) C N = Z Q 0 V 0 0 o ° ,_ Z c) c WV U) — � o U z 0 a a� WJ Q G Q) U C) U EM K N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Floor Plan L A-2 Plotted: 5/22/2008 9:41:50 AM WJ G Q) U C) U •O n H W 4 U M K N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Floor Plan L A-2 Plotted: 5/22/2008 9:41:50 AM M x u 0 I I CD Lvblk N 0 O _-k (n n' n C 0 0 OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" Z) (� d �i w 0 o ZUCrI = W O O_ rn o ' Cn 1 0 U)0 n CD EQ r rt Cn_ 0 (D 0 (D O o 0 � � 0 O m C]. 0 0 0 -t O�•y� o CQ_ oo� 4'-6" 4'-6"02 W < in CD I (D (D 00 00 co O O N � N N cn 0 0 00 0 0 0 0 0 0 00 zn (D Q0 � (D x << x < x << R Z 77 6h rQ c� 3 �9 dt3 Cn � Cn (0 CrIl W 00 (D (0 � Cn �1 Cn TI Cn TI Cn TI Lvblk U U U Sill: 3'-0" Sill: 3'-0" Sill: 3'-0" 20'- 4" 40'-0" (n N 0 O _-k (n n' n C 0 0 OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" Z) (� d �i w 0 o ZUCrI = W O O_ rn o ' Cn 1 0 U)0 n CD EQ r rt Cn_ 0 (D 0 (D O o 0 � � 0 m m C]. 0 0 0 -t O�•y� vi CQ_ oo� 4'-6" 4'-6"02 W U U U Sill: 3'-0" Sill: 3'-0" Sill: 3'-0" 20'- 4" 40'-0" (n C. 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COD C c (C �I M Ln 4�N- W N 1 Cn Cn Cn_ Cn (n Cn Cn are they to be assigned to any third party without the expressed 0o a0 O used in any manner that may constitute a detriment directly or CQ (Q CQ_ CQ CQ (Q_ CQ CD I (D 1 (D (D (D CD CD TI 1l "1T1 1 T1 1 TI 1 "T1 I 'T1 n cn WW��W cD O (D M� CO 3 (n \ 0 J T CD CD � /�� �J (D O 0 (D CDo s 0 < -s D 0 0 0 F vi (D cn 0 c�hD O O D 0 o 1< O 0- D (D w w W www cn W rn rn rn rn rn rn rn X X X X X X X WMIXIMMMM CD D 0 0 (n 0. (DD O O O O O O O 9. D ((D ((D (1) (1)-K ((D (DD ((D W Al 12) W (D 0 (� Z3 (D (D n n 0 ZY 0 0 Q Q -p Q (DD -p (D- r- o o O o r cD (n C (n CDCn (D (D (D (D C7 n C7 C7 0 0 0 0 m CD CD CD Cn CO co N (D U'1 �. W N 71 (D 3 E�: D (D are they to be assigned to any third party without the expressed 0o a0 O used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 Cn n (D PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www.northstareng.com O O �' -m Cn _ = C7 (Cn (D n cn CL cD O (D M� CO 3 0 O 3 mm3 `D 0 D Z :3 — CD O M 77 z D - .--1 CT CD (D 0 CL n 0 0 Q (D (D ca (D z (D i1) O (CD ;7 O O 3 Z w 3 (D TI 0 0 CD 0 O 3 (D O -n -n O D• O v,' 3 0 Cn 0 zr Q (D 1< 0 (D C) 0 3 3 (D 0 — O CO co v U'1 �. W N --► W E�: D C7 are they to be assigned to any third party without the expressed 0o a0 O used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www.northstareng.com �' -m (D' S (Cn n cn m6 c1_n_ O n_ M� CO 3 (n \ 0 J T CD CD � /�� �J (D O 0 (D CDo s 0 < -s D 0 0 0 =r vi (D cn 0 c�hD O O D 0 o 1< O 0- D (D CD Q cn (�D 0 W (n --% 0 = D (D CD D 0 0 (n 0. (DD 3 (� D 9. D a- (D 3 0 0- (D 0 (� Z3 (D (D NorthStar NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www.northstareng.com r`.1 1 < 2 ,# A Q `1 G G U K Reflected Ce 1/411 = 1'-0" 5 x 4' A T System 9'- 0' A.F.F. 2'x 4' ATT System 9'- Of A.F.F. %nq Plan -Second Floor 6 s \�7 I NOTE: 2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE & FOR IN LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH UBC STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN UBC SECTIONS 25.212.1 & 25.212.2 FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING. MASONRY OR CONCRETE HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN 60 LBS.) PROVIDE 12 GA. HANGER WIRE 48" O.C. ALONG TRUSS & COMPRESSION POST PER U.B.C. PROVIDE SUPPORT AT EA. CORNER OF LIGHT FIXTURES W/ 12 GA. WIRE IN ADDITION TO RUNNER SUPPORTS. SEISMIC LOCKING PIN I - __--- HANGER WIRE vi nUiMivcn Locking Clip To Fasten Cross Runner To Main Runner Typ. Splay Bracing Detail I Suspended Ceilinq Details 12 GA. VERTICAL HANGER WIRE @ 4'-0" ALONG EACH MAIN RUNNER 45 45° 2" MAX. �- MAIN RUNNER AT 4'-0" O.C. SLOT END OF TUBE TO FIT OVER CLG. RUNNER x 4' AQT Syste 8' - O'l A.F.F. 2'x 4'A T System 8'- 0' A.F.F. 2'x4'A TSyste Ti A.F.F. x 4'AC T System 8' - 0' A.F.F. 2'x4'A TSystem 8'- 0' A.F.F. 2'x 4 _A T System A.F.F.— Reflected Ceiling Plan - First Floor 1/4" = 1'-0" I IA 12 GA. VERT WIRE HANGER B — LEVEL CEILING GRID PRIOR TO SETTING TUBE POST 1/2" THIN WALL ELECTRIC CONDUIT 45° 45 SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER. ALL WIRES ATTACHED TO 45° MAIN RUNNER(4 DIRECTIONS) CROSS RUNNER C @ 2'-0" O.C. SPLICE NOTE: EXTEND TUBE TO BE TIGHT TO CLG. GRID AND STRUCT. ABOVE Q 0 A'• q Hoy12 14 is ID `g -0a N r m ° 0 3 ro �°70>a o�`oac � N O U N O -Fa A LO.. Ev o3 ma0 a) 81>Ea U N a) r a) U m an ro L ° m N m a E 3Hv a 0 o r m 0 i" a) L)N c � E aa`) < ro 0-0 a) CNS >. L N C.L.+ p NC m N ro W O vi N a C C T c n� N o- E'a- x CL 0) C O_~ C O `N 2v 8 �5 C: �o.rnz o U L.- O O CL �o 0 0 ro t ro o c-ro ��6-a) Ez c - 6-c N E W ro U o c o a) in ma U C ,C U ro L >. U C L.- N 0 L ro a a ro Z co .N i LU ami o i= N N (A O Co m 00 e i Vm K o p = o ¢ OU L) z Q U o � 0) V o U U WV N ci z O 2 a Q) Q G U MEN /.J 9M Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan L A- 4 Plotted: 5/22/2008 9:41:56 AM G U _ ct O 4-) Wr U CO 9M Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan L A- 4 Plotted: 5/22/2008 9:41:56 AM r Smoke hatch per window schedule sheet A-6 a Wall light panels „y Textureclad wall panel per metal building maufacturer 4 Metal siding per metal building manufacturer 5 Door per door schedule A \J I G K 8 Keynote Legend 1 Smoke hatch per window schedule sheet A-6 2 Wall light panels 3 Textureclad wall panel per metal building maufacturer 4 Metal siding per metal building manufacturer 5 Door per door schedule 6 Window per window schedule 1 " = 20'-0" Left Elevation 1 " = 20'-0" --! I —III—! I I—III—III—III—III—III—III—III—III—III—I ! I—III—I-1111111 !=1 I !=1 I Ilii I !1 Front Elevation 1"= 20,_0,. "^ p e e L f �G' QqA i pEF-EI'L DUDHInly HolNoa12 1.3 14 15 B G ID E N y N C 00A >ro: or:0Ma)8 Y E--a34�-mc Ec vi �, :mo U � O T.� U ma)0E'3F �a o m o o- oro Wa- co rococo 1 TL N >�L O) CUC N m ro ro >, W U O N a)Tn.S�mm�� 0- E•8) N Oat N -o r Iti W N maFoco`erfro.. oa aero ro0c E m cw oa E LL' ro 0 U O C C 0 U (0 O_ p� O C C U ro T U C L -O 2 C ocroroca�-ro Z OU 6 L W O W � F- N Ci u O U) m , e 0 V m m o t_ 6 U o 0 V o WV CO M - � s > CV z 0 x a ®in 5 WE W Cd Q �- q U . U O U ®in 5 WE K Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Elevations L A-5 Plotted: 5/22/2008 10:22:07 AM W Cd G �- q U . U O U O ^ H W � � U � K Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Elevations L A-5 Plotted: 5/22/2008 10:22:07 AM r•�> �c C3 0 0 (D 2 n 9- N) C" ;n 1 37'-6" 1 25'-0" 1 25'-0" 1_ 25'-0" 1_ 25'-0" 1_ 25'-0" 1_ 25'-0" 1_ 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 25'-0" 52'- 6" FN I ® ® Rev. Date NorthStar Expansion For: NorthStar Engineering expressly reserves its common law copyright and other property rights in these plans, including the Smucker uallt B evera e s Civil Engineers • Surveyors principles of design. These plans are not to be reproduced, .I Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be 37 S-Pe e dwav Ave. used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings Chico CA PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www.northstareng.com N 0 O O O -p O 00 UH (n a I I� W V �n o ° e, 4$a 7373 71 O b 52'- 6" FN I ® ® Rev. Date NorthStar Expansion For: NorthStar Engineering expressly reserves its common law copyright and other property rights in these plans, including the Smucker uallt B evera e s Civil Engineers • Surveyors principles of design. These plans are not to be reproduced, .I Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be 37 S-Pe e dwav Ave. used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings Chico CA PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www.northstareng.com N 0 o. O O 00 (n a I N W V N 52'- 6" FN I ® ® Rev. Date NorthStar Expansion For: NorthStar Engineering expressly reserves its common law copyright and other property rights in these plans, including the Smucker uallt B evera e s Civil Engineers • Surveyors principles of design. These plans are not to be reproduced, .I Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be 37 S-Pe e dwav Ave. used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings Chico CA PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www.northstareng.com A C.' Section Detail 2 3/8" = 1'-0" IN '14 1 ? Keynote Legend 1 Slab per foundation pli X Q N �t CO CO 0 1'-8„ Kitchen Cabinets Cabinet Detail, Tipp. 2 A-7 i - ` : .. i I - I i •I o. - a a I - • , - - 1 -- - - — - - -- i - - - -- — - -- - - - --- — � ---- I-- --•------� --- — I I I I I I I I III I I III III I I I III III III III III III I I I D I I I I � ill I I III III IIIIII I I-1111 I I l i lIII—III-1111 i IIII--IIIIIIIIII 1 11 I I I I IV I I I—III � IIII I •. I I I II 11 I I-1111 I!� III—III, III—I I 1/811 = 1'-0" 7T R, t t� 9F; 1 Idliw_ ��++ _ ff'IO. HoTr RoIF-12 o� M 't: Rf. 1 2 13 14 46 IB E a, N � Uo O (6 3m�>22T cn=opo°-oro o o ro o ro E` a3 E cw E v o ro a o o c a>> E o ma�C6 ro N N O E ` > 0 p> Q ro O Y Cro o C U V '— U yca> aa��Q c � m N mro ro W U O N �� Q� >,a E a • m -o ro `m c y � °'aaNi � �N Eroc a� OL ro O L row N O' a ~ O c o L-' t`q &Z5 RE `mom o O CL _ C O N N -oto 2 ro C oa EZ ro Lu ro O UR C C YO d y O ro N , U (U . C U >>. � d O C C U ro >. U C .�.. 'O N C O O 'cL 'o . Z U Q U ro 3 7 C N L O pp O W �— N N Lm A N co m ;_ LL.. Vm M _ � X m U < LL N i Z Q t U o 0 -5):E O 0 c u.l U co � U amo � o U w Z 0 _ a a� an 2 Steel stud wall per plan 3 Acoustical ceiling tile system 4 Footing per foundation plan 5 Floor per floor framing plan 6 Insulation per note A3-12 on sheet A-1 7 5/8" gyp. board, typ. per section A17 on sheet A-1 r8-- 4' High plywood wainscott - all exterior walls 9 Protective concrete curb X Q N �t CO CO 0 1'-8„ Kitchen Cabinets Cabinet Detail, Tipp. 2 A-7 i - ` : .. i I - I i •I o. - a a I - • , - - 1 -- - - — - - -- i - - - -- — - -- - - - --- — � ---- I-- --•------� --- — I I I I I I I I III I I III III I I I III III III III III III I I I D I I I I � ill I I III III IIIIII I I-1111 I I l i lIII—III-1111 i IIII--IIIIIIIIII 1 11 I I I I IV I I I—III � IIII I •. I I I II 11 I I-1111 I!� III—III, III—I I 1/811 = 1'-0" 7T R, t t� 9F; 1 Idliw_ ��++ _ ff'IO. HoTr RoIF-12 o� M 't: Rf. 1 2 13 14 46 IB E a, N � Uo O (6 3m�>22T cn=opo°-oro o o ro o ro E` a3 E cw E v o ro a o o c a>> E o ma�C6 ro N N O E ` > 0 p> Q ro O Y Cro o C U V '— U yca> aa��Q c � m N mro ro W U O N �� Q� >,a E a • m -o ro `m c y � °'aaNi � �N Eroc a� OL ro O L row N O' a ~ O c o L-' t`q &Z5 RE `mom o O CL _ C O N N -oto 2 ro C oa EZ ro Lu ro O UR C C YO d y O ro N , U (U . C U >>. � d O C C U ro >. U C .�.. 'O N C O O 'cL 'o . Z U Q U ro 3 7 C N L O pp O W �— N N Lm A N co m ;_ LL.. Vm M _ � X m U < LL N i Z Q t U o 0 -5):E O 0 c u.l U co � U amo � o U w Z 0 _ a a� W y CQ Cd Q V U N O N EM ISI K N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Sections L I A-7 Plotted: 5/22/2008 9:42:16 AM W Cd V U O N Ct O . r-4 ^ O cd N •U W � � U U) K N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Sections L I A-7 Plotted: 5/22/2008 9:42:16 AM 9p 2 .'� ! 4 4 1 1. .ci t Co ` f to N C -0 m E ^ On YO O 3 A. 60" MIN A 3���00f_0 ro o o x o m m HAND-HELD SPRAYER UNIT 36" MIN ° c o L m s E - a> E ui ro ! � a o TO B M U a-B FROM SEAT MOUNTING WALL 18" � N r.- ro o 6" MAX WATER CONTROLS TO BE N Nro a MOUNTED BETWEEN 18"-24" g E � E 8 ro ro o m a> ACCESSIBLE FROM SEAT MOUNTING WALL a o ° FOUNTAIN FLUSH VALVE _ STANDARD HEIGHT x Y ro_= N m 6O TL C C ff & O C g O t:> �aH o of roy FOUNTAIN ON WIDE SIDE a C o FOLDING Q r 0 �\ o r ro <., SEAT z - 32"MIN _ Q NOTE: IF ALCOVE DEPTH (X) z 23" MAX = ° � ° _ fV aoir rn°-TZ w a)t ° o a a ro ro o ° o °'aro Ez a IS GREATER THAN 24", THEN 42" MIN w = o ° N > o I co ALCOVE WIDTH (Y) MUST BE z o E A MINIMUM OF 36". O n rnL = ro X N O a= ro B Q) -° ro < z z; a cLi 6 C- o 37 INTERNATIONAL SYMBOL W¢ `r' v OF ACCESSIBILITY �\ z_ \ zW b OLL N 32.• REQUIRED CLEAR bo � 0- FLOOR SPACE U_ o �; 6 J \�l co o O 16"MAX UNIVERSAL SYMBOL OF ACCESSIBILITY - �. wcD 1-1/2" MAX 1" MIN N O - m -coo E o ¢ o ou N fC 0 a "HI-LO" FOUNTAIN 32" MIN - ° 18" MIN CLEAR z �. V m U_ M U_ - 60" MIN. z a U r V �d v o ° 00 0 FLEXIBLE SHOWER SHOWER SPRAY UNIT •5.— Z o SPRAY HOSE. W t 80 6 ao THAT CAN BE USED = V � _ MIN. 60" LONG BOTH AS FIXED o 48" MIN. SHOWER HEAD AND AS A HAND-HELD UNIT MEN U Z My SHOWER HalloicaPReo HEAD nccesse e a STANDARD ACCESSIBLE TOILET STALL MEN WOMEN UNISEX RESTROOMS FIRsr�oo" (DOOR OPENING AT FRONT OF STALL) WALL-SIGNAGE (TYP.) SINGLE LEVE MIXING VALVE 1 " MAX } z O 60" MIN 12" `t 36" MIN 12" \ 12" FOLDING \y " MAX SHOWER SEAT o r- 18" It co 2% MAX. 6" MAX DOOR MOUNTED SIGNAGE (TYP.) SURFACE SLOPE NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT it REQUIRED ON DOOR-MOUNTED SIGNAGE. 6" MAX a WALL OPPOSITE SEAT BACK (LONG) WALL SIG AGOUNTED SEAT WALL � WALL MOUNTED SIGNAGE TO BE �; x N 32" MIN LOCATED ON LATCH SIDE OF Q (X) MOOUNT AT 60"R CLEAR OTO CEONTERLINE N SHOWER STALL DESIGN 42"MIN OF SIGN FROM FLOOR. MEN CLEAR FLOOR SPACE z Fz ccs ? LETTERING RAISED 60" 32 v "' 1 /32" GLEP� HEIGHT OF LETTERING n\ E N t 5/8" MIN TO 2" MAX IJ ALCOVE INSTALLATION z g CORRESPONDING UPPERCASE GRADE II BRAILLE LOOP OR U-SHAPED CHARACTERS HANDLE ON DOOR z 18" MIN. z IDENTIFICATION SYMBOLS Q)�^ M t`tV. G \ NOTE: DOOR MAY ALSO4` NOTE: TOTAL STALL DIMENSIONS ' ' SWING INTO STALL MUST INCORPORATE ALL CLEARANCES TOILET PAPER C) SHOWN TO COMPLY WITH BOTH HOLDER WITHOUT O STATE AND FEDERAL REQUIREMENTS.' X STOPS x STANDARD ACCESSIBLE TOILET STALL 12° MAX 42" MIN 36" MIN 6" MAX :Ez — 12" MIN 12" MIN O (DOOR OPENING AT SIDE OF STALL) r.-I0 CE 4-4 N 36" MAX t Cd 12" 8" MIN. I x< 60" MIN z 3.t ►� �..� v1 6" MAX. I z 52" MIN o� M �M I N N co z N co SPOUT HEIGHT AND KNEE CLEARANCE °' 8" MIN KNEE b z r 24" MIN CLEARANCE 6" MAX TOE co 36"MIN CLEARANCE co 24"MIN SIDE VIEW FRONT VIEW 17" MIN. °.° 42" MIN�d 34" MIN NOTE: DOOR MAY SWING 4. EITHER IN OR OUT OF STALL FLOOR-MOUNTED WATER CLOSETS — 30" MIN. REQUIRED x12" MAX a X=52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS CLEAR SPACE❑ X=54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS I 18" MI O 1.0 (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR O OPEN TOILETING SITUATIONS) z TOILET PAPER DRINKING FOUNTAINS o 00 HOLDER WITHOUT o X � STOPS 44" MIN —6" MAX 42" MIN LU-SHAPED HANDLE LOOP HANDLE 0� 12" MAX 36"MIN NOTE: THE CLEAR FLOOR SPACE The inside and outside of the compartment doors to disabled accessible stalls must be equipped with a loop or U-shaped handle AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE AND THE 36" MAX LAVATORIES immediately below the latch. The latch must be flip-over style, sliding TURNING SPACE MAY OVERLAP. or other hardware not requiring tight grasping or twisting. o � 30" RADIUS Ra —q 0 Z n D� D O ZD Cn STALL DOOR HARDWARE 12" MIN Cn MCn m m Cl) m m cn C0 z i) Cn 1-1/2" 0� °' 12" MAX `' o 44" N r 24" MIN 1-1/4" TO 1-1/2" NOMINAL DIAMETER SIDE VIEW FRONT VIEW 0F I 0 O D � Z 14" MIN z_ WALL-MOUNTED WATER CLOSETS Design: TM N Checked: ST 30" 60" MIN ccoKWATER CLOSET DETAILS Date: May 2008 x � LEVEL &CLEAR GRAB BAR DIMENSIONS WALL L I .. ,g ��, 08_072 NOTE: WHEN SIX (6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION Ei 1 rz"��,'viw ; Job No. TOILET ROOM, ONE STALL MUST BE A STANDARD SIDE-TRANSFER ACCESSIBLE STALL AND ONE,+� Pa' a � z GRAB BARS ADDITIONAL "SEMI-AMBULATORY" STALL UST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH, Sheet: ADA Details \ r �'�" 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84) vqN �, �. 4 .., �d v �, RESTROOM ACCESSORIES 17" MAX URINALS MULTIPLE ACCOMMODATION TOILETS [7[,� a�c��oo� ADA-1 Plotted: 5/22/2008 9:42:16 AM i•1 K 1 12 13 142,j 1� O N N C C - N O O A m"O > N N . C U '� N U O X nO 0 0 O V ro� ro� Y E C$ 3L6 N C m a o N F44" MIN. g��,�oT�� .N. Q L N ,L_ L CU �36" MIN. NNoE3�-a ' Y NC N CL.. m O m ro S �J� C y Tns T C p 0) 0 Ta E ro ro ro c� nam °c' r- 0 1-- Ca�H�cpC LroYFF�S 1A C: m p �Z min o moa a ro ro o w o o E N d U U O C C O T0 c0 T INTERIOR STAIRS EXTERIOR STAIRS z° a m `3 N UPPER APPROACH AND LOWER UPPER APPROACH AND ALL 2 1/4" 1/2" MAX TREADS MUST BE MARKED TREADS MUST BE MARKED 1 MAX AT 1:2 SLOPE 2" MINIMUM 1" MAXIMUM FROM — STRIP WIDTH AISLES THAT SERVE AISLES THAT SERVE EDGE OF TREAD ONE SIDE ONLY BOTH SIDES WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT '- IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. j tr , S (PAINTED STRIPS ARE ACCEPTABLE)��_ . w H N N FINISH FLOOR EVEN. 3 L COMPRESSED CARPET E fn O ¢ 8 + 1-1/2" 1/4" MAX. BELOW THRESHOLD i m 0 2 THRESHOLD VISUALLY IMPAIRED WARNING STRIPING = U J t C O m c = t O U STAIRWAYS W " co 3 U di o x D ME/ F//// a +1-1/2 Q MAT CARPETING MUST CONSIST OF: LEVEL LOOP TEXTURED LOOP — LEVEL CUT PILE, OR \ + 1-1/2" THE MINIMUM REQUIRED WIDTH LEVEL CUT/UNCUT PILE \� OF AISLES IS MEASURED AT 32" MIN. THE POINT FARTHEST FROM NOTE: Provide a bumper in � pocket to prevent "AN EXIT, CROSS AISLE OR door from fully FOYER, AND SHALL BE INCREASED 1/2MAX. PILE receding. THICKNESS I SLIDING DOOR BY 1-1/2" FOR EVERY 5' OF DISTANCE TOWARD THE EXIT, + 1 1/2„ CROSS AISLE OR FOYER. 24" MAX. IF PILE HEIGHT EXCEEDS — }? 1/4", THEN EDGES MUST HAVE BEVELED TRIM. FIRM PAD 32" MIN. 32" MIN. Q EXPOSED EDGE HINGED DOOR FOLDING DOOR DOORWAY MUST BE 24 ORSECURELY RE E RECESSED INTO MINIMUM CLEARANCES AT DOORS OR RECESSED INTO REQUIRED AISLES WIDTH TRANSITION TRIM DOOR LANDING F_ AISLES THRESHOLDS AT DOORWAYS L—Ldj PULL SIDE 24" MIN. It r Z 18" MIN. O 10" MIN. BOTTOM RAIL ,Li O (s, CO X CD v 12" 1-1/4" MIN - O RUBBER BUMPER ON CHAIR z 1-1/2" MAX f 1 z KICK PLATE AT DOORS p 4-1 Q z ,� •O LANDING z J �--1 PROVIDE THIS ADDITIONAL o X z SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND — LEVERS PUSH/PULLS PANIC BARS f) v ACLOSER. v - PUSH SIDE NOTE: Inner handrails at landings that Lco double back or immediately turn shall3,. I U be continuous and shall not extend into 70 12" MIN. landing or path of travel. c X: Extension of the handrail shall be �l 3 SEC. equal to the tread width plus 12 inches I MIN. to the end of the level portion of the 30"- N so" 4" handrail. U, 30" 4° � J DOOR CLOSURES, IF PRESENT, MUST fu BE SET SO THAT IT TAKES DOOR AT TYPICAL DOOR LANDING CLEARANCES LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES 211 AX FLOOR FLOOR TO WITHIN 3" OF THE LATCH. X ACCEPTABLE DOOR HARDWARE 1/8" MIN. RADIUS & MOUNTING HEIGHTS 48" MIN. LANDING 1-1/4" TO 12 1-1/2" NOMINAL DIA. DOORS X 0 1-1/4" TO 1-1/2" 1-1/4" MIN 1-1/2" MAX 1-1/2" MIN 1 1/2" MAX. 1 1/2" MAX. 12" MIN. 11" MIN. 1 1/2" MAX. 60 60 8" MIN. 0 12" MIN.~ 34"-38" MAX. 7" AX. IF 1 27" MAX. 34"-38" MAX. T1 27" MAX. 1/8" MIN. RADIUS ( YP.) Design: M FLUSH RISER ANGLED NOSING ROUNDED NOSING I< Checked: ST Date: May 2008 EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN USABLE TREAD WIDTH AND EXAMPLES TWO HINGED DOORS IN SERIES A - Tread width Y - The minimum handrail extension Q �7 B - The minimum handrail extension Jo No. 08-0 ! 2 required at each top riser. OF ACCEPTABLE NOSING'• E a` of 12 inches plus the width of tread required at each bottom STAIR HANDRAILS " r Sheet: ADA Details riser. L u+ CLEARANCE AT DOORS HANDRAIL EXTENSIONS STAIRWAYS pQ�I�Oio ADA - 2 HoV �o� �o0QTa�c�UooM Plotted: 5/22/2008 9:42:17 AM ? '� '� A 1I: 3h � :S 4 f 14 ? 1.2 13 n o O N N C C - N O O A m"O > N N . C U '� N U O X nO 0 0 O V ro� ro� Y E C$ 3L6 N C m a o N F44" MIN. g��,�oT�� .N. Q L N ,L_ L CU �36" MIN. NNoE3�-a ' Y NC N CL.. m O m ro S �J� C y Tns T C p 0) 0 Ta E ro ro ro c� nam °c' r- 0 1-- Ca�H�cpC LroYFF�S 1A C: m p �Z min o moa a ro ro o w o o E N d U U O C C O T0 c0 T INTERIOR STAIRS EXTERIOR STAIRS z° a m `3 N UPPER APPROACH AND LOWER UPPER APPROACH AND ALL 2 1/4" 1/2" MAX TREADS MUST BE MARKED TREADS MUST BE MARKED 1 MAX AT 1:2 SLOPE 2" MINIMUM 1" MAXIMUM FROM — STRIP WIDTH AISLES THAT SERVE AISLES THAT SERVE EDGE OF TREAD ONE SIDE ONLY BOTH SIDES WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT '- IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. j tr , S (PAINTED STRIPS ARE ACCEPTABLE)��_ . w H N N FINISH FLOOR EVEN. 3 L COMPRESSED CARPET E fn O ¢ 8 + 1-1/2" 1/4" MAX. BELOW THRESHOLD i m 0 2 THRESHOLD VISUALLY IMPAIRED WARNING STRIPING = U J t C O m c = t O U STAIRWAYS W " co 3 U di o x D ME/ F//// a +1-1/2 Q MAT CARPETING MUST CONSIST OF: LEVEL LOOP TEXTURED LOOP — LEVEL CUT PILE, OR \ + 1-1/2" THE MINIMUM REQUIRED WIDTH LEVEL CUT/UNCUT PILE \� OF AISLES IS MEASURED AT 32" MIN. THE POINT FARTHEST FROM NOTE: Provide a bumper in � pocket to prevent "AN EXIT, CROSS AISLE OR door from fully FOYER, AND SHALL BE INCREASED 1/2MAX. PILE receding. THICKNESS I SLIDING DOOR BY 1-1/2" FOR EVERY 5' OF DISTANCE TOWARD THE EXIT, + 1 1/2„ CROSS AISLE OR FOYER. 24" MAX. IF PILE HEIGHT EXCEEDS — }? 1/4", THEN EDGES MUST HAVE BEVELED TRIM. FIRM PAD 32" MIN. 32" MIN. Q EXPOSED EDGE HINGED DOOR FOLDING DOOR DOORWAY MUST BE 24 ORSECURELY RE E RECESSED INTO MINIMUM CLEARANCES AT DOORS OR RECESSED INTO REQUIRED AISLES WIDTH TRANSITION TRIM DOOR LANDING F_ AISLES THRESHOLDS AT DOORWAYS L—Ldj PULL SIDE 24" MIN. It r Z 18" MIN. O 10" MIN. BOTTOM RAIL ,Li O (s, CO X CD v 12" 1-1/4" MIN - O RUBBER BUMPER ON CHAIR z 1-1/2" MAX f 1 z KICK PLATE AT DOORS p 4-1 Q z ,� •O LANDING z J �--1 PROVIDE THIS ADDITIONAL o X z SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND — LEVERS PUSH/PULLS PANIC BARS f) v ACLOSER. v - PUSH SIDE NOTE: Inner handrails at landings that Lco double back or immediately turn shall3,. I U be continuous and shall not extend into 70 12" MIN. landing or path of travel. c X: Extension of the handrail shall be �l 3 SEC. equal to the tread width plus 12 inches I MIN. to the end of the level portion of the 30"- N so" 4" handrail. U, 30" 4° � J DOOR CLOSURES, IF PRESENT, MUST fu BE SET SO THAT IT TAKES DOOR AT TYPICAL DOOR LANDING CLEARANCES LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES 211 AX FLOOR FLOOR TO WITHIN 3" OF THE LATCH. X ACCEPTABLE DOOR HARDWARE 1/8" MIN. RADIUS & MOUNTING HEIGHTS 48" MIN. LANDING 1-1/4" TO 12 1-1/2" NOMINAL DIA. DOORS X 0 1-1/4" TO 1-1/2" 1-1/4" MIN 1-1/2" MAX 1-1/2" MIN 1 1/2" MAX. 1 1/2" MAX. 12" MIN. 11" MIN. 1 1/2" MAX. 60 60 8" MIN. 0 12" MIN.~ 34"-38" MAX. 7" AX. IF 1 27" MAX. 34"-38" MAX. T1 27" MAX. 1/8" MIN. RADIUS ( YP.) Design: M FLUSH RISER ANGLED NOSING ROUNDED NOSING I< Checked: ST Date: May 2008 EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN USABLE TREAD WIDTH AND EXAMPLES TWO HINGED DOORS IN SERIES A - Tread width Y - The minimum handrail extension Q �7 B - The minimum handrail extension Jo No. 08-0 ! 2 required at each top riser. OF ACCEPTABLE NOSING'• E a` of 12 inches plus the width of tread required at each bottom STAIR HANDRAILS " r Sheet: ADA Details riser. L u+ CLEARANCE AT DOORS HANDRAIL EXTENSIONS STAIRWAYS pQ�I�Oio ADA - 2 HoV �o� �o0QTa�c�UooM Plotted: 5/22/2008 9:42:17 AM ? '� '� A 1I: 3h � :S 4 f GENERAL CONDITIONS: : REINFORCING STEEL: STRUCTURAL STEEL: REQUIREMENTS FOR SPECIAL INSPECTION: 1-1 The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer of any discrepancies. 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the 17-1 All structural steel framingshall be detailed, fabricated and constructed per the specifications and code of standard P P in The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shall 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Building provisions of ASTM A 185. practice set out the latest edition of the AISC, Manual of Steel Construction, except where modified by the applicable building code. be employed by the owner and not by the contractor or any other person responsible for the work. The special inspector Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal, 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be 17-2 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A unless otherwise noted. must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance P P g g P P 1-3 State, and Federal regulations. All work is subject to the approval of the building official's field inspector. , _ staggered 5 0 minimum. 17-3 Structural steel W -shapes shall conform to the provisions of ASTM A-572-50 or A-992. M -shapes, HP -shapes, with the applicable buiding code. Inspectors shall be approved by the building department prior to the issuance of a building permit. 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during 5-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" clear Channels, Angles, Structural Tees, and plate steel shall conform to the provisions of ASTM A-36. construction. Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear 17-4 Structural steel shall be ASTM A53, Type E or S, Grade B for pipe and ASTM A500, Grade B„ for tube steel. 17-5 High Strength Bolting 1-5 The Engineer is responsible for the structural items in these plans only. Should any changes be made from the #6 bars and larger: 2 clear ar All steel shall be clean and free of deleterious materials (i.e. excessive rust, mill scale, or grease) at the time of design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or Concrete without soil or weather exposure: 3/4” clear delivery to the job site. portions The portio ns of work that require special inspection are all connections with high strength bolts. The duties of the inspector _ addition of construction materials or loads), the Engineer will assume no responsibility for any element or system of 17-6 All steel shall be shop painted except where encased in concrete or sprayed fireproofing unless otherwise noted on shall be noted below: the structure. 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent, the drawings. Verify tensioning of all A325 and A490 high strength bolts by use of a calibrated torque wrench or "turn of 1-6 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, etc.) by others, unless 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete 17-7 Openings shall not be cut into any steel members without approval from the Engineer or unless noted otherwise on the nut" method. All test loads verified by use of a load cell torque device. All procedures are to be in otherwise noted or indicated on the drawings. placement. the drawings. accordance with the applicable building code and per RCSC specifications of the AISC Manual of Steel 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 17-8 All bolts at moment connections shall be slip critical. Contact surfaces for slip critical bolts shall be free of paint prior Construction. they elect not to obtain a permit, these plans shall be considered null and void. 5-7 Each reinforcing bar shall be wired to a cross bar at a maximum spacing of 2'-0" o.c. each way for bars in top layers to erection and field painted following completion of construction of the connection. 1-8 In the event certain features of the construction are not fully shown on the plans or called for in the notes or of reinforcing (or in areas where only one layer of reinforcing exists) and T-0" o.c. each way for bottom layers of 17-9 The structural steel fabricator shall furnish shop drawings of all fabricated steel for the Engineer's review prior to any Field Welding specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed reinforcing. All perimeter intersections of reinforcing bars and a minimum of 50% of interior intersections shall be fabrication. Erection of steel shall not commence until reviewed shop drawings have been received b the fabricator p g y by the Engineer and Owner prior to construction. tied, subject to the spacing requirements in the preceding sentence. / contractor. The portions of work that require special inspection are the field welds as shown on the plans. The duties of the inspector 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not 17-10 All fabrication shall be done in a shop that is acceptable to the building official. shall be as noted below: show the method of construction. The Contractor is responsible for the method of construction, and shall provide all Reinforcing bars shall be supported by chairs at 3'-0" o.c. maximum for #3 and #4 bars, and at 4'-0" o.c. maximum for #5 and larger bars. 17-11 All welding shall conform to the American Welding Society specifications. All welding shall be done by certified, All structural field welding to be inspected b an AWS or ICBO certified welding inspector. I g p y g pec All welds are to measures necessary to protect the public, construction workers, and the structure during construction. Such experienced welders. be visually inspected to be in conformance with AWS D1.1 specifications. ri measures shall include forming, shoring, bracing, scaffolding, etc. The design, detailing 5-8 Not less than (2) #5 rebar shall be provided around all window and door openings in all concrete walls. Such bars 17-12 Welding electrodes shall be E70XX or shielded wires with Fy>70 ksi. —_&,,(,5 ✓'r ,• � ,;C - 1-10 and / or specification of all systems (not shown on the plans) for the prevention of water /vapor shall be extended to develop the bar beyond the corners of the openings not less than 30" min. Where there is not 17-13 Non-destructive testing by either radiography or ultrasonic testing shall be provided where required by the applicable High Strength Concrete 11 c/, rl'� �/C infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous room to extend the rebar to that length, a "standard hook" may be provided not less than 15" beyond the opening for building code. The portions of work that require special inspection are the placing of concrete and reinforcement and taking of test waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. the ur oses of develo in the rebar. 11 P P developing 17-14 Special inspection shall be provided where required by the applicable building code. specimens for the concrete (required for all concrete with f >= 3,000 psi). The duties of the inspector shall be as noted 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. 5-9 ° A standard hook is defined as either a 180 bend plus a 4 bar diameter extension, but not less than 2 1/2 17-15 Provide non -shrink grout under all baseplates as required to assure uniform bearing at columns.. Grout shall be a below: �� 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. at the free end of the bar ora 900 bend plus a 12 bar diameter extension at the free end of the bar. Hooks for stirrups and ties shall be as follows: A nonmetallic, premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM -All concrete mix designs shall be prepared by a recognized testing laboratory Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended C-827. Compressive strength per ASTM C-109, shall be at least 3000 psi at one da and 5000 psi at 28 days. P g P P y pand copies shall be sent to the Engineer for review. by the respective material manufacturer for optimum results. Do not install products under environmental conditions 1. #5 bar and smaller, 90° bend plus 6 bar diameter extension at free end of bar, or 17-16 All welds used in members and connections in the Seismic Load Resisting System shall be made with a filler metal -Observe the concrete as it is being placed in the forms. Ensure that concrete is outside the respective material manufacturer's absolute limits. 2. #6, #7 and #8 bar, 900 bend plus 12 bar diameter extension at free end of bar, or that can produce welds that have a minimum Charpy V -Notch toughness of 20 ft-lbf at minus 20° F, as determined by per section 3 of the general notes on sheet S-1. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to 3. #8 bar and smaller, 135° bend plus 6 bar diameter extension at free end of bar. AWS classification or manufacturer certification. -Ensure that reinforcing is in compliance with the plans. perform for the project. Under no circumstances shall inexperienced labor be utilized. -Test specimens shall be per the applicable building code. Each specimen shall contain at least four cylinders, including one for COLD -FORMED STEEL: HARDY WALL BRACED FRAMES AND WALL PANELS testing at seven days and two at 28 days. If the 28 day results are below the minimum FOUNDATION: specified 28 day strength, the extra cylinder shall be tested at 56 days. Compressive 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be 14-1 All cold -formed steel framingshall be detailed fabricated and erected in accordance with the latest edition of the 20-1 Contractor is responsible for installing Hardy Frame wall panels in accordance with all manufacturer's strength tests shall also include test results for slump and entrained air (if specified), and shall s sent to the Engineer g' eer for review. . encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may American Iron and Steel Institute (AISI) Specification for the Design of Cold- Formed Steel Structural Members." recommendations /details and ICC -ES Report PFC-5342. -Provide report to the building department p g p rtment as noted below. not be shown on these plans are approximate and may not be complete. 14-2 Galvanized steel shall meet the minimum requirements of ASTM A446 Grade D (Fy = 50 ksi) for 12, 14, and 16 gauge 20-2 Wall panels shall be clean and free of deleterious materials at the time placement. 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete members. ASTM A446 Grade A (Fy = 33 ksi) shall be used for 18 gauge and lighter members. 20-3 Wall panels shall be in good condition when delivered to the site. All components of the panels shall be formed m les of inspection reports shall be provided by the special inspector (if required by the building official). Reports shall or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support 14-3 Cold -formed steel members shall be of the type, size and gauge as shown on the plans and shall not be punched from ASTM A 653 SS Grade 50 Steel and shall have a hot -dipped galvanized finish (G60 minimum). bmitted to the building department within seven calendar days of the inspection. All inspectors reports noting Cbe are of approved wood of natural resistance to decay or treated wood is used. unless specifically noted on the plans. 20-4 Screws used for all installations shall be Hardy Frame screws manufactured from AISI C 1022 steel (SAE Grade pancies to be filed with the building department weekly during construction, whether corrected or not, All inspector's 2-3 Cuts and fills are to conform with the requirements of the applicable building code. 14-4 Provide all accessories including, but not limited to tracks, clips, web stiffeners, anchors, fastening devices, resilient 5) and shall have a finish coat of zinc and dichromate. They shall also be identified with the manufacturer's name ogs shall be maintained on site for review by the building inspectors. 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such clips and other accessories required for a complete and proper installation, and as recommended by the and address, the product name and the evaluation report number. •.__ as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. manufacturer for the steel members used. 20-5 Wall panels shall be indentified by labels bearing the manufacturer's name and address, the product name and 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall extend into firm, undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where 14-5 All fastening of components shall be with self -drilling screws or welding as shown on the structural drawings, unless model number, the evaluation report number, the fabricator's name and the name of the control agency. pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). otherwise noted. All welds of galvanized steel shall be touched up with zinc -rich paint. Wire tying of components Wall 20-6 panels shall not be cut or drilled unless P prior approval has been obtained by the Engineer. 2-6 Fill material shall be free from debris, vegetation, and other foreign substances.° shall not be permitted. 20-7 Contractor shall provide all components and accessories necessory for a complete installation including, but not SPECIAL NOTE: 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative 14-6 Welding electrodes shall be E60XX for 18 gauge and lighter and E70XX for 16 gauge and heavier. limited to Hardy Frame panels, fasteners and templates. compaction per ASTM 1557. 14-7 All fabrication shall be done in a shop that is acceptable to the structural engineer and the building department. The geotechnical report by Holdrege and Kull, Project No. 70072-05, dated March 7, 2007 is an integral part of 2-8 The bottom of all footing excavations shall be clean and level. Continuous, full-time inspection of shop fabrication shall be required. this plan set and shall be on the job site at all times during foundation preparation and construction. The 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 14-8 Wall panels shall be r P prefabricated under shop conditions. The studs shall be squarely cut plumbed, aligned and RETAINING WALLS Contractor shall review the report prior to commencing construction and any discrepancies between the plans , one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to tightly -nested in both the top and bottom tracks and fastened per the structural details. and the report shall be brought to the attention of NorthStar Engineering immediately. It is the sole responsibility the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall 14-9 Lifting and transporting of prefabricated panels shall be done in a manner so as to not cause distortion in any member. 21-1 Backfill shall not be placed until the wall concrete or grout has cured for a minimum of 21 days. The Contractor shall of the Contractor to ensure that all construction is in compliance with the report. 2-10 be provided to an approved alternative method of diverting water away from the foundation. Foundations 14-10 Splices in vertical members shall not be permitted. Splices in horizontal tracks shall not be allowed unless provide shoring (designed by the Contractor) for the wall while compacting backfill. shall not be scaled from plan or detail drawings. specifically noted and detailed on the structural drawings. 21-2 Unless noted otherwise, walls have not been designed to accommodate permanent surcharge loads due to footings, �� ' " ///� ' ' ��/� �/ !° / /�'/� ' 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown 14-11 All welding to be performed by certified light gauge welders (for all appropriate direction), per the latest large vegetation (trees or bushes greater than 6'-0" tall), light poles, flag poles, fences or other loads occuring within anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete edition of the AWS D1.2. a twice the height of the retained soil behind the wall or on the wall (i.e. for a 5'-0" wall, these loads shall occur at least and/or the installation of structural framing members. 10'-0" or greater behind the wall Retained soil at to of wall shall be graded flat i e. no slope is allowed unless g ). p g ('• p ) 2-12 Anchor bolts are to be as follows: 1/2" diameter in Seismic Design Categories A - D and 5/8" dia. in Seismic Design 14-12 All cold -formed steel elements shall be delivered to the job site free of distortions or damage of any kind. noted otherwise. Categories E and F, with 7 minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise 14-13 Temporary bracing where required, shall be designed P rY 9 q g ed and provided by the contractor until erection is complete. 21-3 Unless noted otherwise, walls have not been designed to accommodate temporary surcharge loads due to PREMANUFACTURED METAL BUILDINGS: noted on plans, shearwall or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of " 14-14 Provide non -shrink grout under all tracks as required to assure uniform bearing at all walls. Grout shall be a nonmetallic, construction or other loads occuring within twice the height of the retained soil behind the wall (i.e. for a 5'-0" wall, metal building calculation package dated by Vase is integral part of this The pet. sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3x3 1/4 washer. premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM C-827. these loads shall occur at least 10'-0" or greater behind the wall These loads include loads from construction g )• The use of ared plan set. The use of any other metal building calculation package, including revised sets by the same e, including is Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. equipment or vehicles such as bulldozers, cranes, etc, or for storage of construction materials. The minimum distance shall be maintained at all times or shoring must be provided for the walls to accommodate these loads. manufacturer but dated later than noted above, may pose different spans, supports or loading conditions than CONCRETE: 14-15 Solid blocking (size and gauge to match joists it is framing into) shall be provided over all bearing walls, shearwalls or other supports, and at mid -span of floor joists and roof framing u.n.o. 21-4 Vertical contraction joint design and spacing shall be provided by the Contractor. As a minimum, contraction joists those which the building has been designed for. Such discrepancies may compromise the structural integrity of 3-1 �, ,� + - All concrete shall have a maximum slump of 4 / 1 ,unless otherwise noted. All foundation and slab on rade 9 14-16 Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured steel will not carry load shall be cut r formed o o med to a depth approximately 1/4 the thickness of the wall and shall be placed vertically at 20 feet the the building. If any metal building calculation package, other than that referenced above, is utilized for this project NorthStar Engineering is to be notified immediately. If NorthStar Engineering is not notified NSE will concrete has been designed for a minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum and must be replaced. to 25 feet on center maximum, but not greater than two to three times the height of the wall, along the length of the assume no liability for any and all injuries, damages, claims, losses, expenses or claims expenses (including f = 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other concrete wall. In addition, they shall be placed at the following locations: above foundation level has been deigned for fc = 3,000 psi after 28 days curing and shall require special inspection. - At abrupt changes in wall thickness or height attorney's fees) due to the use of an unauthorized calculation package. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Maximum aggregate size METAL DECKING: �� " „ " " - Within 10'-O" of wall returns that create discontinuities (i.e. L or T intersections) should be reduced to 3/8" where wall thickness is less than 6" nominal or where reinforcingis sufficient) congested to y g 21-5 A 12' wide (minimum) wall' of full -height, clean, free -draining material (drain rock) shall be placed directly behind prevent proper placement with a larger diameter aggregate. all retaining walls. A "wall" of geotextile filter fabric shall be placed between the drain rock and the soil behind it. 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 16-1 Decking shall be galvanized steel (ASTM A 446, Grade A) with a zinc coating (ASTM A 525, G60). Drainage for the retaining wall shall be provided by one of the following methods: 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 16-2 The Contractor shall provide 20 gage end dlosures for all metal deck with concrete fill. 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 16-3 Decking shall be stored and installed per manufacturer's recommendations and specifications. Option #1: four -inch diameter continuous perforated drainpipe shall be placed directly behind all ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a 16-4 Any decking which will be in contact with concrete shall have vent tabs per the mfr's specs. r retaining walllsls (at the base of the wall). The pipe shall drain (slope) to daylight. Where water in maximum alkali content less than 0.45% by weight. 16-5 All decking should bear on supports to a minimum of width 2". the pipe would be required to run horizontally more than 40'-0", a return (drainage outlet) of the 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and 16-6 Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless same diameter shall be provided in the pipe to allow for drainage directly through the retaining the applicable building code. otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the wall. 3-6 All concrete shall be properly consolidated. concrete depth over the metal deck. Option #2: Three inch (3") diameter weep holes placed horizontally at 6'-0" to T-0" on center at two to four 3-7 Construction joints shall be clean and wet prior to placing concrete. 16-7 All metal deck shall be fastened to the structure and individual sheets shall be interconnected inches (2" to 4") above ground level may be substituted in place of option #1. If the wall is 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the job site is not permitted at the side laps as indicated on the structural drawings. greater than four feet (4'-0") tall, a second row of weepholes shall be placed three feet (3'-0") unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated 16-8 Openings shall not be placed in the metal deck / concrete fill without Engineer's prior approval. above the first row. A coarse filter fabric or mesh should be placed directly behind the weep at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and 16-9 For conduit placed in the concrete fill, all of the following conditions shall be met: holes to prevent loss of small gravel. retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be fogged or sprinkled with cool water just before concrete is placed. 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness Depending on the composition of the soil behind the retaining wall, some staining of the wall may occur where 3-9 All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically above the top of the flutes of the metal deck. methods of drainage that depend on running water through the wall are utilized. noted otherwise. 2. Conduit shall be placed within the middle -third of the overall slab thickness. 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. 3. A minimum of 12" (edge to edge) shall be provided between individual conduits. The Contractor is responsible for ensuring all drainage systems are maintained and in working order at all times during construction. The Owner is responsible for their maintenance upon completion of construction. Catastrophic CONCRETE SLAB CONSTRUCTION: 16-10 Shop/ erection drawings shall be provided for the Engineer's review for all work involving metal failure of the wall can occur if maintenance is neglected. 4-1 Slabs on grade shall be as noted per plan (4" thick w/ #3 at 18" o.c. each way, minimum if not noted) and placed decking (prior to fabrication) and shall contain the following information: 1. Deck layout, framing, and supports, with dimensions and sections. 21-6 The Contractor shall consult with the Owner to determine if the wall use will be such that the outside face of the over subgrade and subbase per geotechnical report. If a geotechnical report is not provided or does not specify the 2. Type and location of welds. wall must be dry at all times. If so, it is recommended that waterproofing (designed by the Contractor) be placed against the backside of the wall full height from the bottom of the footing to the top of the wall. requirements for the subbase, contractor shall provide 2" sand over 10 mil visqueen (vapor retarder membrane) over 3. Details of accessories. 4" minimum of free draining aggregate base (graded such that 100% passes a one inch sieve and none passes a #4 21-7 Walls shall be placed so as to meet the slope setback requirements of Figure 18-I-1 of the latest edition of the CBC. sieve), over subgrade compacted to a minimum of 95% relative compaction. A vapor retarder membrane is not Shop / erection drawings shall not contain any reproductions of the structural drawings and 21-8 If wall location will be such that water flows are expected near the base (toe; at the outside face) of the wall, required where migration of moisture through the slab from below will not be detrimental to the intended occupancy shall be complete and stand alone, such that they do not refer to the structural drawings. measures such as vegetation / ground cover, erosion -control mats and / or strategic rip -rap placement (minimum of the building unless otherwise required in the geotechnical report. Decking shall not be placed until the reviewed shop drawings have been received in the field. 12" diameter) shall be utilized to ensure that soil erosion does not occur anywhere in this area. 4-2 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum spacing of 21-9 It is strongly recommended that guardrails be provided at the top of the wall for all walls where greater than 30" of joints shall not exceed 15' in any direction. The electrical contractor shall submit shop drawings which contain proposed conduit layouts soil is retained. 4-3 Steel rebar or wire mesh in slabs shall be located in the center of the slab. for the Engineer's review a minimum of two weeks prior to installation. 4-4 Where a vapor retarder membrane is required, it shall be installed without any holes or areas that are uncovered. All seams shall be overlapped and sealed continuously with tape so that the seams are vapor tight. Where objects protrude through the vapor retarder, such as pipes, the vapor retarder shall be completely sealed around the object. All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance against potential moisture problems is desired, consideration should be given to the use of a quality commercial -grade concrete sealant. . r� tea + a• ,Q- T ® F,', Tgar.. ,NK � �"Nw�.., gip.610 .. fi ' , :t d a ,a .,„ s v : �_✓J tit j : c` i I ----I ­% ­ .-',y i ---,, / J :-1, ;• I. � . , ..... • Y. 11 5\ N Ero 3 C v �' U -OoN C UUE.Sos0,=tY 23s oEcmu)c °Ta)=3�0,a= «a-0a c�cm —a�oE-�'_'.WE maiooawE o ai E E E'2 ro ro.m Lo.�o� N.�- t6 Trs Z M � ro C Z C O rn =ac o o m > o, ar o -o ° E 0) c x o o c> E 3 c oCo o o .c 0 o ro o N J_ 0, :, U.o 3 ,6. 2 z m m o C: c o 3-0•- w� U U U -p O� U C C in.o'ao a) N o o m a L j,'U m 2 d C F N = Q C. O U U Z v a r c axi m -oo Q N 61 ` C) CD o °O E cuo _ tD O u a - L R =) CN PO ON In C a N U-) v ` - O) C t0 w a ¢ s M z U_ ` H m O o d U cs� o W - Q Q 3 C p D-, U I 3 f .- O rn U o o� C6 U5 W U (r)U c) to M _ .> �: Z� U zCL V MEM Checked: ST 0 May 2008 Job No. 08-044 is S-1 U N bn It w W r > -) Cd U o J� ;� Q) •� Q.ia P.' U X 4�C0 ., W ,�4 t__ U CO W Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: S-1 Plotted: Thu, May 22 2008 B, ' L I 3 Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 1' - 0" 1'- 6" FS1.5-1.5 #4top and bottom I r; 91 , I2 Structural Column Schedule ` e .4 • Mark Family and Type .•.A ° , . ° ;-, ' _ A. ° .. - da . :d . _ . .. - - . n,G' a . - - . a -d Pipe -Column: PIPE4SCH40 : 4 e ' " =4e ; , . . 4 _ a I - - - d.. e , - G � ' , b . Spread Footing Schedule - Metal bldg Description Width Length Thickness Transverse Rebar Longitudinal Rebar Hairpin Anchor Bolt Embedment FS1.5-1.5 1' - 6" 1' - 6" 1' - 6" (3) #4 (3) #4 NOTES: G 1. CENTER FOOTING UNDER BASE PLATE IN EACH DIRECTION AS REQUIRED. 2. FOR ANCHOR BOLT LOCATIONS SEE METAL BUILDING PLANS. D I G H K 1 " = 30'-0" 2 1 115 1 a I j11 I 1 7 z 13 1\ 15 LEGEND Ci OINDICATES ANCHOR BOLT/ HOLDOWN TYPE PER "ANCHOR BOLT/ HOLDOWN SCHEDULE" ON SHEET S-1. C DETAIL/ BUILDING SECTION REFERENCE DRAWING NUMBER A-8 13 Zj F T N N C � P "N�0� O �mN O>NpCO ,:,"-ONp U O X O N O C 7 A O— N o-o�:-oZ E' a3'� m c E N ro ro o 0 O C oro o >,E ro U U . N N d N O O- cb ,0C >L-• C N .0 N U 0.�ro ,12 TL N C.L.. a O.0 m mro ro aW C) m N O Tp•C c >.a: E maao�i oE -6)� o s ro o � ro w OF O_ ~ O C O e-• ro e w c R c Z o cn o N L tA'O fA O C .L-. O d O ro C co0 C .-O V aOO o_. N EZ E W ro p U O C C p N F in a m O C C U ro L--. T U c� R a 0 C acroa)-=a'-ro Z6aoco3��° L W O W H L 5 � M m W E i0Q m a 0 2 0 x d 2 Q m U J N VQ 1- r K U o 5) C:EZ O co c 2 m WU o 0 a ;-_— 2 O i I U z a .4- • w - ° '. e Q .. ..''A- , _ a . , n -••• , ,e . ', - e , • °' ; 4 . 9 , d •nA NN W ' ° '4 - e 4 - a ' - - z A. .e • a° ''d a I e •- , - - a , a . 4 - - ° 4 - ,I • 4 - I. a ,'4p �° e2, G - -.. . °4'4 . -, d - - d:°° - ,a sl', _ - , Gn ° ri a , . •'' ° ' -`'4 -'�,° - ,., a _ •'°d.- qa Q< ,I 1.. - - -d•' 4 1 - ,n`a,'° ,i, -',.a 1. e ,. e,. - ' 8 a - a • , q _ .q . , A a 'dam , , 9 _ - d4 > n a v . ' , ., 4 - ° _ _ - a t d •• a, d a , a4 Via '• • •- - . - .4 - - ' - - d " - n - ; • ' . - i° - _ „ 4.a a" a -. , - -A _- e4, e" 'd - e e -° a 41 a _ -- . _ 11 . -don - 4 a r. :' 'a ° e G;' •� , A `' '°a°: ' _ 6" CONCRETE SLAB PER SECTION 4ON -� a °4.: . 'SHEET S-1 W/#4 AT 18" O.C. EACH WAY �'' °." - = - ' - , ; • ,; . I 4` , '' ' ' AT CENTERLINE OF SLAB.- - -, - ' ',�° ' 'Q • ' u •;; .. °- ,d .. e - - .. b - d - . d Fes' _ '.r ° .. , - , , d . ' , 1 - A , d .. ° , " _ _ a ,' h, _ - o _ _ n. _ _ _ _ . _ _ _ .. ,: a ° \ll 4 _ G , a d' a = ° ° SPECIAL NOTE: �` =''. : ' : ; - 4 °.".. 'A.:.. ° ' e, ° a . . ; , , i 1. a �° a DOOR THRESHOLDS EXIST IN VARIOUS LOCATIONS THROUGHOUT ' - ' .` , • " - ' ' ' - ',' ; , ' ', THE PERIMETER OF THE SLAB. PLEASE SEE THE METAL BUILDING , S 8 a . , ,; _ 4, t' q a • l�, ° 1. " ;',' d ° A.. .e'•` • -"e - -; -"a: I PA . ° , _- - ; Q, I° . MANUFACTURER PLANS FOR THE DETAIL TO BE UTILIZED IN � a- : a• '° ° , ` e-°•^_'° " ,- I.: - : '°a' - ' THESE LOCATIONS. ,,.•' . , - , , 4 ^_ : e III'', Ij ° v - -¢4 -A . . . a. -. -. , , 4 -� d ° '4 -- a - 'a °_d; - - ., ,- - , © ..' a 4 -' _, - ,° J-� 4 a ° %m, -, I- V -'°A, ,..:a-a•i ,, _a -dd,-a d _.e -a - _ A a ... ?.4- n 4 _ - d ° °' , . _ - ,. - a. ,d _ ,. d _ _ _ - - n, _ _ _ e - ° - I. . .d - - r° - -b . 4-m , _ .a a , - • tr 4 ••d ° _ . , - d - A, , , .. d' - ._ - , •. ° - - e - _ ", - a e -1, - . A• 9 _ - 4 = •' - _a - 4 ° '°4 ',- ° •• •' 4 - 4' ' • ' , - - 'A- _ - - ° . - - G °,. a , ° a , e ' - G ' .. ,' - .a e , ° ° ° ' G - .. , , A ° - . 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'. - _ a- - - _ -• r -1 ^ ,4•a_ , 4, %' ° A a A y d e a ' e a 4° _ • , - a4' _ -._ • , 4 e n _ d e' a •n ' , as -° °� ' d a , d _ n - d -. _ . - 4 °- a - ,, _ a _ d- _ - _ - _, d: _ Foundation Plan ' 1 ' : , , . ,a ��4 d - -�,, , = :: : -4 , - ':. : , - � . _ e G 4 ° a :.: ' . 44 ' 1 " = 30'-0" 2 1 115 1 a I j11 I 1 7 z 13 1\ 15 LEGEND Ci OINDICATES ANCHOR BOLT/ HOLDOWN TYPE PER "ANCHOR BOLT/ HOLDOWN SCHEDULE" ON SHEET S-1. C DETAIL/ BUILDING SECTION REFERENCE DRAWING NUMBER A-8 13 Zj F T N N C � P "N�0� O �mN O>NpCO ,:,"-ONp U O X O N O C 7 A O— N o-o�:-oZ E' a3'� m c E N ro ro o 0 O C oro o >,E ro U U . N N d N O O- cb ,0C >L-• C N .0 N U 0.�ro ,12 TL N C.L.. a O.0 m mro ro aW C) m N O Tp•C c >.a: E maao�i oE -6)� o s ro o � ro w OF O_ ~ O C O e-• ro e w c R c Z o cn o N L tA'O fA O C .L-. O d O ro C co0 C .-O V aOO o_. N EZ E W ro p U O C C p N F in a m O C C U ro L--. T U c� R a 0 C acroa)-=a'-ro Z6aoco3��° L W O W H L 5 � M m W E i0Q m a 0 2 0 x d 2 Q m U J N VQ 1- r K U o 5) C:EZ O co c 2 m WU o 0 a ;-_— 2 O i I U z a OEM G NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 OF THE GENERAL NOTES ON SHEET S-1. 2. SEE SHEET S-5 FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION (NON -LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET S-5. 4. USE DETAIL 4 ON SHEET S-5 FOR SLAB CRACK CONTROL. K tC u � RII �,H ��,a�9 P,Z,,' Q) [ 1Jw\ `V 1 _q 1� M Cd U O .U) Cd '..O CCq � N 4 c Q' a C) x � Cf) W r�4l U CO f� vl Design: ST Checked: MM Date: May 2008 Job No. 08-072 RFAr1 m `) .v /c l , J z' Sheet: Foundation Plan ., k ;2- , V7, pn[RU M O p Inly L b- 2 p�o� poi �o L� �c��oo� qq Plotted: 5/22/2008 9:42:20 AM 14 3 :i 3 w Q NN W OEM G NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 OF THE GENERAL NOTES ON SHEET S-1. 2. SEE SHEET S-5 FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION (NON -LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET S-5. 4. USE DETAIL 4 ON SHEET S-5 FOR SLAB CRACK CONTROL. K tC u � RII �,H ��,a�9 P,Z,,' Q) [ 1Jw\ `V 1 _q 1� M Cd U O .U) Cd '..O CCq � N 4 c Q' a C) x � Cf) W r�4l U CO f� vl Design: ST Checked: MM Date: May 2008 Job No. 08-072 RFAr1 m `) .v /c l , J z' Sheet: Foundation Plan ., k ;2- , V7, pn[RU M O p Inly L b- 2 p�o� poi �o L� �c��oo� qq Plotted: 5/22/2008 9:42:20 AM 14 3 :i 3 A G D 9 G K 1 Floor 1/4" = 1'-0" 2 01 SPAN DIRECTION OF MTL. DECKING * * ....... ..... It Width Length Thickness Transverse Rebar Longitudinal Rebar ....... . ` k ..� 1' - 6" (3) #4 (3) #4 • Floor 1/4" = 1'-0" 2 01 SPAN DIRECTION OF MTL. DECKING * * ....... ..... .nq Plan - O Spread Footing Schedule Description Width Length Thickness Transverse Rebar Longitudinal Rebar ....... . 1' - 6" 1' - 6" 1' - 6" (3) #4 (3) #4 • .nq Plan - O Spread Footing Schedule Description Width Length Thickness Transverse Rebar Longitudinal Rebar FS1.5-1.5 1' - 6" 1' - 6" 1' - 6" (3) #4 (3) #4 Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 11-011 it- 6" #4top and bottom VERCO 18 GAGE METAL DECKING TYPE PLW3-36 OR W3-36 FORMLOK DECK WITH 5" OF LIGHTWEIGHT CONCRETE FILL 8,6X6 W1.4 X W1.4 W.W.F. CENTERED IN SLAB ABOVE DECKING, MAXIMUM SPAN DISTANCE 13'-6" WITHOUT TEMPORARY SHORING DURING CONSTRUCTION 4005162-43 STEEL STUDS AT 16" O.C., TYPICAL AT ALL PERIMETER WALLS AND BEARING WALLS (600S162-43 STUDS SHOULD BE USED AT PLUMBING WALLS) Structural Column Schedule Mark Family and Type Pipe -Column: PIPE4SCH40 15 .16 HARDY FRAME BRACE PANEL "W" SERIES HF10X24 W/ (2) -1-1/8" DIAMETER ALL -THREAD A.B. EMBED 18" INTO CONCRETE FTG. WITH DOUBLE NUT & 3"X3"X3/16" WASHER TACK WELDED TO ALL -THREAD, CONTRACTOR MUST VERIFY HEIGHT OF PANEL REQUIRED AND CUSTOM ORDER PANEL IF REQUIRED 4" DIAMETER STANDARD STEEL PIPE COLUMN Foundation Plan - Office 1/4" = 1'-0" pH1E1OMHL%n1y HUT 70M 3 412 13r 1.. '0 lea C N N C N 0 O o s o L o ro Y E' $�c Ev iv3 r000 o ro o o U =�oE3-a� d O aNi-- $ Tmro aQi r Hr. -E —B N N O N '- >.L N >^Y C C U)i ro ro >` W U O N 0 p c c > a E c-, N c nCN�oU)Ern) °'oLrov�rowa) C Q � co Z Y O N O 'y Z N (n O ocon mro rooaci �v o'ao m EZ c— 0 v E w ro O U O C C; N Ytlt iv -p >,OU CoTE 65Lao°)cc�m L.-. >. U '_ N U C Q c ro ro z o` ro Z '0) a0 `ro 3 �!� 6 i C` A O W � O w N N V% 0 N m O i V 0 it m M U J oC' N p z U 0 _ O O C c LU _ - V S20 m O U w Z 0 a a Cd Q �'-1 • a� O N 0 K Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office Plotted: 5/22/2008 9:42:26 AM Cd �'-1 • O N _ `.J O 4—) . r -4 O U � ct � N , W U C0 K Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office Plotted: 5/22/2008 9:42:26 AM TEK SCREW INTO STUD ON EA. SIDE OF EA. STUD, TYP. U.O.N. INTERIOR WALL PER PLAN CONC. DECK PER PLAN -------------- T200-43 -------------T200-43 STEEL TRACK, TYP. U.O.N. #10 TEK THRU TRACK & INTO END CAP AT 12" O.C. CFS BEARING WALL DETAIL NO SCALE SILL P FOOTI PER PI 3„ P HARDY NO SCALE 3 1/2" VERSALAM BEAM SAME DEPTH AS WOOD JOISTS (15) - #10 TEK SCREWS INTO CONT. END CAP & METAL DECKING STUDS PER PLAN HARDY FRAME PANEL PER PLAN WASHER BUILT INTO CORNERS OF PANEL (BY MANUFACTURER) STL. SHIM AS REQ'D. UNDER SHEAR PANEL, (MAXIMUM THICKNESS OF 1-1/2") 1-1/8"0 ALL -THREAD ANCHOR BOLTS EMBED 18" MIN. INTO CONCRETE WITH 3"X3"X3/16" WASHER AND DOUBLE NUT TACK WELDED TO ALL -THREAD FRAME PANEL ELEVATION NO SCALE i 1/4" o o N 1/4" O o iv Z m �a O r t- r I- 0 a- 3/4" PLATE O o 3/4" PLATE o O a91, 91, W PLAN VIEW OPTION #1 PLAN VIEW OPTION #2 z Y U POST PER PLAN a a d op a o d j 4 O O O ° d O 0 00 0 00 (AZ Y 1-1/2" TO 2" GROUT �� ° ° d a : UNDISTURBED SOIL PER NOTE 17-15 ON w SHT. S-1 ° a' 4- 3/4"0 x 8" MIN. EMBED. A.B. ° a REINF. PER PLAN EQ. EQ. co SIZE PER PLAN BASEPLATE DETAIL NO SCALE INTERIOR WALL PER PLAN POWDER -DRIVEN FASTENER AT 24" O.C. T200-43 STEEL TRACK, PROVIDE 0.145" SHANK DIAMETER, 1 1/4" MINIMUM TYP. U.O.N. EMBEDMENT AND 3" MIN. SLAB EDGE DISTANCE W/ (2) MIN. PER TRACK. TEK SCREW INTO STUD ON EA. SIDE OF I CONC. SLAB AND REINF. EA. STUD, TYP. U.O.N. PER PLAN ° 4 d a a 0 0 777, a o p o p o p o Z /\ d \/ d \ UNDISTURBED SOIL C? �� (1) #4 CONT. TOP & BOT. UEQ. EQ. 1'-0" CFS BEARING WALL DETAIL NO SCALE TRACK SECTION (2) - #10 TEK SCREWS THRU TRACK & INTO BEAM ON EACH SIDE (4 TOTAL) (4) - #10 TEK SCREWS THRU COLD -FORMED BEAM KING STUD & INTO TRACK PER SCHEDULE KING STUD ® I SCREW PATTERN TO MATCH BEAM c-_ O �� `" STUD SECTION o TRACK SECTION STUD & TRACK SECTION WITH MATERIAL THICKNESS TO MATCH TYPICAL WALL STUD B B PLAN VIEW B -B SIDE ELEVATION VIEW OF BEAM CONNECTION WITHIN STUD WALL #10 SCREWS AT 12" O.C. MAX., TYP. AT EA. FLANGE OF EA. STUD / TRACK PAIR #10 SCREWS AT 12" O.C. MAX. (STAGGERED FROM EA. SIDE AND AT TOP AND BOTTOM) 60OS200-68 STUD SECTION 60OT200-68 TRACK SECTION 0 SEE ELEVATION ABOVE FOR POST AT STUD WALL 1. ALL MEMBERS SHALL BE UNPUNCHED. 2. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. CFS HEADER & BEAM DETAIL NO SCALE SIMPSON "CCOC COL. CAP W/ #10 SCREWS INTO BI COLUMN PER PLAN COLUMN CAP DETAIL NO SCALE WALL STUD PER "STEEL STUD SCHEDULE" 1-1/2" x 16 GAUGE \ COLD ROLLED CHANNEL (OR APPROVED EQUAL) 1 1/2" F-71 1/2" MIN. x x RMED STEEL Z DETAIL 7 >HEET 'OLUMN TO COLUMN CAP 2"x2"x16 GAUGE CLIP ANGLE x 1/4" LESS THAN STUD WIDTH (OR APPROVED EQUAL). ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. TYP. BRIDGING DETAIL NO SCALE SPACING PER "STEEL (1) #10 SCRFA^1 AT EA. FU OF STUD, M1�1 N o Q TYP. PUNCH( MAX. DIMENSI N '250-54 STEEL TRACK, YP. U.O.N. ALIGN JOISTS OR :AFTERS DIRECTLY )VER STEEL STUD ELOW. WHERE STUDS 10 NOT ALIGN, PROVIDE iIETRICH TRADEREADY IEADER (TDHA) OVER 'RACK SEE "TYP. BRIDGING DETAIL" FOR ADD'L INFO. co � r N o T200-54 STEEL TRACK 0 0 o _ TYPICAL, U.O.N. END OF STUD °r° WITH (1) - #10 SCREW iv FLUSH TO TRACK AT EA. FLANGE OF STUD, T&B, TYP. TYP. LENGTH UP TO 10'-0" LENGTH > 10'-0 AND <= 20'-0" NOTE: PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. TYP. METAL STUD DETAIL #10 SCREWS AT 16" O.C. L__1 ALTERNATE CORNER #10 SCREWS AT 16" O.C. TYPICAL CORNER NO SCALE GYPSUM BOARD CONTINUOUS BEHIND INTERIOR NON-BEARING WALLS ALTERNATE INTERSECTION TYPICAL INTERSECTION REWS O.C. TYP. WALL FRAMING AT CORNERS L J NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.043 in. = 43 mils.; 1 mil. = 1/1000") T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F = FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - g bLAIVI oUrltUULt , I Y r. THICKNE=SS I U MA I CH 51 UL) THICKNESS). MFR'D BY THE STEEL MEMBER DEPTH: FLANGE WIDTH: NETWORK. ATTACH TO STUDS WITH (4) (Example: 800 x 1/100" = 8") (Example: 2" = 2.00" = 200 x 1/100") PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/2" 0 x ALL MEMBER DEPTHS ARE TAKEN ALL FLANGE WIDTHS ARE TAKEN "INTERIOR STEEL STUD 4" MIN. EMBED. SIMPSON TITEN HD, IN 1/100". FOR ALL "T" SECTIONS, IN 1/100". SCHEDULE" ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS MEMBER DEPTH IS THE INSIDE TO GREATER THAN 6 FEET I . r „ INSIDE DIMENSION. C- NOTES ' A 1: SEE "INTERIOR STEEL STUD SCHEDULE" ON SHEET S-2 FOR ADD'L INFO. 2. PROVIDE (3) PDF'S AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. PROVIDE StiffClip SERIES CLIPS AT LARGER OPENINGS. 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER "TYP. METAL STUD DETAIL". C -STUD / JOIST TRACK CHANNEL FURRING CHANNEL 4. PROVIDE S -SECTION WITH SIZE AND TYPE TO MATCH STUD WALL. S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS TYP. WALL CONSTRUCTION STUD IDENTIFICATION NO SCALE NO SCALE ECD 0 iv at _� N=O-I�- ��' 0 m E•Eo=oo�«-� E a`a 3 L'- n c o �rom�•3 �oc•mc o f E E0 = m o E w C �� aNii C - ( a? D ro E a U O O L ro a) C U 'D 4) O C O C a) E c a�Qi 3r'C.N c Y Qa ro C o - wcE wE w a) CL w E-0 CO m cE 1° m = at co c N m . o ro = — o C c � a Z N m c ro o O C z C O _ N aC ro-0 E U x a) cn a, > E 3 ro o� ro m m� o a~ o o c L C ro U p O U O _ a) ` O C C O> 3 L a) W ro 0 U a) -0 O_ U cn .� Q im a E Q 0 o C ro Q U O U N M N 0 O_ 00 E o N 7 ` _ m • '+_ > Q Q t J Z U- ` O V V o o C d _ Q Q co 3 O p U 0000 ~ C L N LJ.1 U _n U C:) �m�ii..II W 3 U z 0 x o_ V c� Q Q) Q) H Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 Plotted: Thu, May 22 2008 l A Contacts OWNER: Smucker Quality Beve-ages 37 Speedway Ave. Chico, CA 95928 530-899-5000 Contact: Randy Day BUILDING DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Mark Adams, PE CIVIL DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Neil Graber, PE CONTRACTOR: Modern Building Co. 3083 Southgate Ln. Chico, CA 95928 530-891-4533 Contact: Ron Peck ELECTRICAL DESIGN & ENGINEERING: Agri Electric G 11011 Midway Chico, CA 95928 530-342-4203 Contact: Wade Thorpe MECHANICAL DESIGN & ENGINEERING: McClelland Air Conditioning 801 Marauder Chico, CA 95973 530-891-6202 Contact: Don Fowler Deferred Submittals The following documents shall be forwarded to the building official upon being reviewed by the engineer of record: 1. Fire extinguisher layout 2. Fire sprinkler layout 31 4 6 9 Expansion Fore 1 C, Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc. APN: Structural Design Criteria Warehouse Live load design data: S-1 Type of construction: Office floor live load: 50 PSF Unlimited Snow load design data: 157,750 SF Allowable number of stories: Ground snow load (Pg): 0 PSF 2 Wind design data: 75 FT I Basic wind speed: 85 MPH Yes Wind importance factor (Iw): 1.00 Urban Interface Fire Area: Exposure: C Class II commodity _Seismic design data: 20,001 - 500,000 Automatic fire extinguishing system: Seismic importance factor (le): 1.00 Not required Mapped spectral response accelerations: Ss = 0.591 Smoke and heat removal: Yes S1 = 0.226 No Site class: C Mechanical Plan Spectral response coefficients: Sds = 0.460 CEC-1 Energy Calculations Sdi = 0.237 Energy Calculations Office Space: < Seismic design category: D Basic seismic -force -resisting system: Light framed walls with shear panels U � of all other materials Design base shear: 0.253 W Response modification factor (R): 2.0 Analysis procedure used: Equiv. lateral force procedure Occupancy category: II CO Soil bearing: 2,500 psf for D+L at 12" ftg. depth refer to soils report for add'I values Footing depth requirements: 12 inches (per soils report) 31 4 6 9 Expansion Fore 1 C, Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc. APN: 040-310-006 Building use: Warehouse Occupancy class: S-1 Type of construction: II -B Allowable area: Unlimited Actual area: 157,750 SF Allowable number of stories: 3 Actual number of stories: 2 Maximum height: 75 FT Actual height: 38 FT Neccessary to meet ADA requirements: Yes Fire Hazard Severity Zone or Wildland- A-6 Urban Interface Fire Area: No Fire code requirements: Class II commodity High pile storage area 20,001 - 500,000 Automatic fire extinguishing system: Yes Fire detection system: Not required Building access: Yes Smoke and heat removal: Yes Small hose valve station: No Maximum storage height: 25' (palletized storage) _Code Analysis ALLOWABLE AREA: Building setback from property line: North 60.04' South 75.13' East 174.48' West 208.96' Total allowable area UNLIMITED per section 507.3 2007 CBC. Notes: 1. Signs require a separate permit. No approval is given or implied under this permit relative to any sign depicted or contemplated. 2. Provide address numbers per note Al 5-1 on sheet A-1. 3. Fire extinguishers shall be provided. The type, number and location shall be determined at the time of occupancy inspection. i2 3 Occupancy Tabulation Per 2007 CBC Table 1004.1.1 S.F. / Function of Space Area Person Occ. Occ. Group Exits Req'd Business Areas 1907 SF 100 23 S 1 Warehouses 154883 SF 500 310 S 2 Minimum Egress Widths Function of Space Inches Per Min. Width Occ. Occ. (inches) Business Areas 23 0.15 3.52 Warehouses 310 0.15 46.54 Required exits: (2) 32" clear width Note: Per section 2306.6 of the 2007 CBC a minimum of one access door shall be provided in each 100 lineal feet of the exterior walls which face access roads. 9 '13 Building Area Area Square Footage Gross Building Area Building Area 157750 SF 157750 SF Grand total 157750 SF 1t 1 1 3 , Sheet Index Number Sheet Name T-1 Title Sheet C-1 Dimensional Control Plan C-2 Grading and Drainage Plan C-3 Erosion Control Plan C-4 Details A-1 Architectural Notes A-2 Floor Plan A-3 Floor Plan Details A-4 Reflected Ceiling Plan A-5 Elevations A-6 Roof Plan A-7 Sections ADA -1 ADA Details ADA -2 ADA Details S-1 Structural Notes S-2 Foundation Plan S-3 Foundation - Office SD -1 Structural Details SD -2 Structural Details M-1 Mechanical Plan E-1 Electrical Plan CEC-1 Energy Calculations CEC-2 Energy Calculations Location Map �— General Notes NorthStar Engineering is not responsible for these drawings unless all sheets are stamped by the engineer and wet signed (over the stamp) with red or blue ink. Any revisions, corrections or other notations placed on these drawings that are not computer-generated (i.e. pencil, ink, marker, etc.) are invalid, have NOT been approved by the engineer and shall NOT be considered a legitimate revision or addendum to the drawing set. Should the engineer desire to issue a revision or addendum to the drawing set, it will be performed utilizing one of the following methods: 1. The affected portions of the set will be addressed by way of a letter and/or detail on an 8 - 1/2" x 11" (or 11" x 17") addendum sheet from the engineer and will contain the engineer's wet stamp and wet signature. 2. The affected sheet(s) will be re -issued in their entirety and will contain the engineer's wet stamp and wet signature. 3. The drawing set will be re -issued in its entirety and will contain the engineer's wet stamp and wet signature. Engineer of Record Scott Turnquist, R.C.E. Lic. No. 70854 SCOTT R. TURXQU1L,?T C. N10. � 2dAW:t'_ Applicable Codes The building and all components shall be designed in accordance with the applicable building codes: 2007 California Building Code (CBC) 2007 California Electrical Code (CEC) 2007 California Mechanical Code (CMC) 2007 California Plumbing Code (CPC) 2005 California Energy Code (Title 24) Pn ILnHnHInV Hou IMM 14 IA IG D E 0 O ro C O L 7 N O_ L (0 C O(o E 3 F a� N UO Z c p.S u >` C _� r � 07 LU OU U N a�>E a mroroca,E'Q. a'o(D�-o�mwo, oc oro« 0a)0rn—°inO OL._ 5 -0 O CL C O R1 0 EZ c we O n N E O C T a) y O C N 65 m O_ p>11 > O 0-- C U N ra�m��QEro Z° L= m 3 m L Q) o ca w r N N L rn c, N m oEo Ic �U O U J U LL N � Z o U o c a1 Z o W17 V01 = Cl) > U o U w Z CL G 4-1Q G Q� O W MN W MEN K 0 :--_ _'., -.:..� A" KIM Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Title Sheet L T-1 Plotted: 5/22/2008 12:22:07 PM G Q� O W MN W _ Cd 0 +,� .,.4 ^ Ic cd U wr U � CO K 0 :--_ _'., -.:..� A" KIM Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Title Sheet L T-1 Plotted: 5/22/2008 12:22:07 PM VERTICAL & HORIZONTAL CONTROL (TO BE DETERMINED) DRAINAGE DESCRIPTION THE PROPOSED PROJECT IS LOCATED AT 37 SPEEDWAY AVE. AN EXPANSION TO THE ADJACENT EXISTING SMUCKERS FACILITY IS PROPOSED ON THE 12 ACRE LOT. THE EXISTING PARCEL IS VACANT. THERE IS LITTLE SLOPE TO THE PROPERTY, ABOUT 1 % TO THE SOUTHWEST. THE PARCEL IS BOUNDED BY THE EXISTING SMUCKERS BUILDING TO THE EAST, SPEEDWAY AVE TO THE SOUTH, AN INDUSTRIAL FACILITY TO THE NORTH AND THE MIDWAY TO THE WEST. THERE IS NO EXISTING STORM DRAIN SYSTEM IN THE AREA. ALL OF THE ONSITE RUNOFF IS PROPOSED TO BE COLLECTED INTO VARIOUS RETENTION PONDS PROPOSED AROUND THE SITE. OFFSITE WATER ALONG SPEEDWAY AVE. WILL BE COLLECTED IN A PROPOSED INFILTRATION TRENCH. ABBREVIATIONS AGGREGATE BASE.................................AB PROPOSED VERTICAL CURB MINIMUM..............................................MIN PROPOSED VER CA T1 L CURB &GUTTER ASPHALT CONCRETE..............................AC PROPOSED SITE FLOW LINE MID POINT ....... -----...............................MP PROPOSED S AWCUT AND CONFORM LINE BEGIN CURVE.......................................BC PROPOSED GRADE BREAK MID POINT ON CURVE................--.....,,...MPOC EX STORM DRAIN AND SIZE BACK OF WALK .....................................BOW PROPOSED LANDSCAPE DRAIN NOT TO SCALE .....................................NTS PROPOSED STORM DRAIN AND SIZE BUILDING SETBACK LINE..........................BSL EXISTING EDGE OF PAVEMENT ORIGINAL GROUND.................................OG LIMITS OF CLEARING AND GRUBBING BACK OF SIDEWALK...............................BSW EXISTING BUILDING OUTUNE OVERHEAD ELECTRIC..--.........................OHE PROPOSED PAINT STRIPE BEGIN VERTICAL CURVE ...........................BVC - - - - - OFFSET...............................................OS I I I I I I. CONTOL POINT......................................CTL PT PROPERTY CORNER............... --...............PC 0 CABLE TELEVISION.................................CATV �{ PORTLAND CEMENT CONCRETE.................PCC CATCH BASIN ...................................... .CB PHASE NUMBER..,.................................PH 0 COMPOUND CU RVE.................................CC 150.41 POINT OF INTERSECTION .........................PI o--EX-Ef' CURB AND GUTTER................................CG -e- PROPERTY LINE.....................................PL 11 CENTERLINE ......................................... .CL POWER POLE....................................,...PP *o-* CORRUGATED METAL PIPE........................CMP POINT OF REVERSE CURVATURE ..............PRC CONCRETE MASONRY UNIT.......................CMU 'r rK"' PUBLIC STORM DRAIN EASEMENT .............PSDE CLEAN OUT...........................................CO PROPOSED TRUCK ACCESS PAVING 4" TYPE "B" PUBLIC SANITARY SEWER EASEMENT......... PSSE CUBIC YARDS,,,,,,,,,,,,,,,,,,,,,,,,,,•_••..••.•,••.CY II,- POINT OF TANGENCY..... -..-,,,......--,,,.,,,,,.PT 'e DRAIN INLET ,,,,, ,,,,, ,,,,, ,••„ ,,,,.DI PUBLIC UTILITY EASEMENT ELECTRIC.. ..,. ,., ,E POLYVINYL CHLORIDE..............................PVC ....PUE END CURVE, ,,,,,,,,,,,,,•„.,•„•..--....,,,,_•,•,• .EC POINT OF VERTICAL INTERSECTION............PVI FINISHED GROUND 2.5' CONTOUR LINE MAJOR EXISTING GROUND..................................EG PROPOSED CURB CUT HANDICAPPED RAMP, SLOPE RADIUS..,........... --..............--...............R MUST BE BETWEEN 6.67% AND 8.33%, PROVIDE 1/4" ELEVATION,,,,,,,,,,,,,,,••••.,•.••.•.••_•.•....•..-•-ELEV WARNING GROOVES FOR 1' AT TOP OF RAMPS REINFORCED CONCRETE PIPE..,..,,,,,.,,,.,,..RCP PROPOSED PARKING LOT BUMPER (ALTERNATE #2) EDGE OF PAVEMENT . .... ..EP RELATIVE DENSITY.................................RD LOCATE ON ALL CURB CUT RAMPS (NEW CONSTRUCTION ONLY). END VERTICAL CURVE.............................EVC RETURN................,..........,...................RET EXISTING..............................................EX RIGHT-OF-WAY.....................................ROW FUTURE...............................................F RIGHT...........,.....................................RT FINISH FLOOR................................:.......FF SLOPE.................................................S FINISH GRADE.......................................FG STORM DRAIN................,...........,,.........SD FIRE HYDRANT.......................................FH STORM DRAIN MAINTENANCE HOLE............SDMH FLOWLIN E .......................................... . . .FL SERVICE ..............................................SER V FACE OF CURB .................................... .FOC SUB GRADE..........................................SG FEET...................................................FT SANITARY SEWER..................................SS GAS....................................................G SANITARY SEWER MAINTENANCE HOLE......SSMH GAUGE ....................... ..GA STATION ..............................................STA GRADE BREAK . --• ..................................GB STANDARD.......................................... -STD GAS METER..........................................GM SIDEWALK............................................SW HANDICAP RAMP....................................HCRAMP TRANSFORMER. -...................-............-...T HIGH DENSITY POLYETHYLENE ................. .HDPE TOP BACK OF CURB.....,.................,......TBC INVERT ELEVATION.................................IE TOP OF CURB.......................................TC JOINT POLE..........................................JP TELEPHONE .,,..........,-,..-,-.,----...,......,,,,TEL JOINT TRENCH.......................................JT TOE OF SLOPE .................................... -TOE LUMP SUM............................................LS TOP OF SLOPE .....................................TOP LATERAL..............................................LAT TOP OF WALL.......................,............ LINEAR FEET.........................................LF TYPICAL ......................................,.......TYP --.TW LIP OF GUTTER --------,-.-•,--,..* .................UP VITRIFIED CLAY PIPE,..,,..,,. -,........--•---,••.VCP LOT LINE.............................................LL VALLEY GUTTER ....... -............................VG LEFT................................................. . ..LT WATER.................................................W MAXIMUM .............................................MAX WATER METER......................................WM MAXIMUM DRY DENSITY ...........................MDD YARDS................................................YDS MAINTENANCE HOLE . ............................. •MH PLANS PREPARED BY or under the supervision of, NEIL GRABER RCE 45194 EXP 09/30/08 DATE NORTHSTAR ENGINEERING Q�OFESS/0 `�' �O l ��� F • ��� �` m Designed: 4 M RMS * 08 * Drawn By: JRL I' V 0- P Approved: OF CALIF Date: 5-22-08 Revision �jJ ����j J r:JJJ � ��jJJ�JJ ��j ��� �J \ J��j�� �J� PLANS FOR A DISTRIBUTION FACILITY "`.: ` /\ 1 �z; / / \ n // \ \ N 67 06'33" E w w w w �� w w �� w w / E%ISnNG WIRE STOCK FEN;;E 659.6 �' LINE ♦ / / \ ww��wwT�a. 1 ��. w•���,w�.ws � ww �. EXISTING PROPERTY / LANDS TO REMAIN ASIS "` , . '" I , • ^ ` - ' ,T rLE• • _-I _ RELOCATED ea� /// \\ i -- _ _ - . '. - _ _ _-- - --- / sal •` ocK . - - - // i , ` ___ _ _ ___ - - __-- - - PROPOSED.PROPERTY - __ -___ __- __. LINE LOCATION _T---' _ ___ _---; n i s 7Rt1CK PAVING ` / " _ \ - _ -. - _ - .-�-. - - - _ - _. - _ _>�_ _ - _ - _ - -- �, -E%'. t �tG :.� 405 SF ? O YAV£uENT I -T _ - - -- - _ __- -_ - _ _ ---T---_-_--- INFI�RATION-SWALE 1 TYP_ �__ L t _ Otl , s yc _ _ _ _ _ _ T . _ yr :. i , ♦ w . ' __-. _ - _ .. / / a t , ". ,• .m. . t.,..,. 4 ` "" °//�/%// B ii ty7 , y y i#'4:"ua r �, -,+; 7 t,?. "$.: f // / K 1 f « a s e S / s F S p T T 1 I / /f % . , ` uoulroR»aG WELL i 1 ♦ / /�\\ '- .. K l.f//ff r t- t ,£ - - _ ' ELEVO- 20781G .. N \\ / \ I • - 1 ./ - . ro / ` . - _ _s' I 11/ l : . . ' - - _ 75.0' Ln / fItI- �, �__ _ , ` I .41 "� r 1 * ----' -- 7'\ 1, WELL AI TYP 75 0 1 EXISTING MONITORING I 750' I II �\ J I � < ' I / i -1 . '. 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" i 15'WV-201.84 I 2 RODE T i 1 'F" (<I 1 EXISTING POWER POLE ,. - I 1. - 1=_ / / >� 1 a'. 1 I i ,TO REMAIN - 1- 1 - - -- - ---- - -- / I ----- -- T, -- -- - --- I -- T--- --------•. -- - -- ' \, A . ! ' I -_-_ INFILTRATION SWALE_�' TlP' --� - _ INFILTRAl10N�SWALE -1� TYP---------- -� '� /// // 1 / i - ----- -- ----- / -- --.------ - -------------- ------ ----'- ,� I ,t\ / 1 fey �- 1 91 \ �z l ?• S 67'07'1 W 5-�K , w%IrsA I -�,R , - � �w w -- --/ '� /7:^.,, s'l,�t' "'2 ED , 73�. �' _ 2-YOAKS I �T11111 CNAIN1 SECUR FENCE f.AIE_ - - __ / _ 4 _ ' - - - - -�, 6 �1 a wA 5 ,,, w - -- - - - �� -- -..t .. .,-.. , .' • 7R v r`r C .:.c::AKk ..PAS,....,...,...AINUNK SE CU �h.t .,,...,.-..G,:S •-• a ,F� »- ,v, : 5 iR ) 23{ EE�I ICN 201 EE. L1_ r,. - - .�1 _ �:w.... , 5. n - -� -�- - - - - -' �-^ , -. -.. 11 � X Cn � - CR�2oS - _ ; V D -INV -.- Q L- EE W -___ D AY ---_ -- ____ _ _ AVE ------ .__.::-. _ . -••-•..................................• a ----._....•-- -,: - - -: :, �r---•--•...........................• • - ..._._.-......-._------ ....... •4.. •. .>�•` SIGN w .w� u. w \ _.. *. � �rp 5 0 � a li � `� �v L o�9 �3 `3 t c (-. '�1-'Y�i��'��'- � �w�R.-�' w I �'v i /'y NL1`L'-'�� " :y t o� ;� �n WALL I I WA L f -� /��. . v k . 11� P i a a t �,. , - SITE LAYOUT SCALE 1"=50' Date By 1 l 1 MISSION RANCH' BLVD SUITE ] 00 ' MODERN BUILDING Chico, California 9592b ivi En in Phone: 530 893-1 600 Fax: 530 893-•2113 3083 SOUTHGATE LANE C I g eers..Survey®rs ( � ( � Chico, California web Site: www.northstoreng.com CHICOI CALIFORNIA EPs PARK 0 U SHEET INDEX _U U %O*to r SPE LOCATION MAP C-1 DIMENSIONAL CONTROL PLAN . C-2 GRADING AND DRAINAGE PLAN C-3 EROSION CONTROL PLAN C-4 DETAILS LEGEND i DIMENSIONAL CONTROL PLAN � C-1 CHICO SMUCKERS EXPANSION �� � i- W ��b N4 SMe� 1 q 4 Hort Vert PROPOSED VERTICAL CURB PROPOSED VER CA T1 L CURB &GUTTER 11 ' PROPOSED SITE FLOW LINE PROPOSED S AWCUT AND CONFORM LINE - - - - - PROPOSED GRADE BREAK - - 18" SD EX STORM DRAIN AND SIZE ---{4" LSD PROPOSED LANDSCAPE DRAIN 72" SD PROPOSED STORM DRAIN AND SIZE - - - - --- EXISTING EDGE OF PAVEMENT ' � � LIMITS OF CLEARING AND GRUBBING EXISTING BUILDING OUTUNE PROPOSED PAINT STRIPE - - - - - PROPOSED CUT OR FILL CATCH UNE I I I I I I. PROPOSED PAINTED CURB "NO PARKING FIRE LANE" 0 NORTHSTAR ENGINEERING CONTROL POINT �{ EX OAK TREE W/ SIZE TO REMAIN 1`t5.00.41't (1��' 0 FINISHED GRADE ELEVATION 150.41 o--EX-Ef' EX GROUND ELEVATION -MATCH -e- PROPOSED TRAFFIC SIGN 11 EXISTING ELECTRIC UTILITY BOX EXISTING DROP INLET *o-* PROPOSED LIGHT STANDARDS (SEE ELECTRICAL PLANS FOR MORE DETAILS) 'r rK"' ASPHAALTDCONCRETE ON 8P CLASS 31 AGGREGATE BASE PROPOSED TRUCK ACCESS PAVING 4" TYPE "B" ��13_`"`'�' " ASPHALT CONCRETE ON 12" CLASS II AGGREGATE BASE II,- EXISTING PCC SIDEWALK OR DRIVE 'e PROPOSED PCC SIDEWALK • - PROPOSED LANDSCAPING PER SEE LAND SCAPE PLANS - -155.0- - - - EXISTING 5' CONTOUR LINE MAJOR D- - "' -- EXISTING 1' CONTOUR LINE MINOR 1 ,._..-149.5--'"� FINISHED GROUND 0.5' CONTOUR UNE MINOR ,.,-150.0-'-'^_` FINISHED GROUND 2.5' CONTOUR LINE MAJOR PROPOSED CURB CUT HANDICAPPED RAMP, SLOPE MUST BE BETWEEN 6.67% AND 8.33%, PROVIDE 1/4" WARNING GROOVES FOR 1' AT TOP OF RAMPS ® PROPOSED PARKING LOT BUMPER (ALTERNATE #2) E""" INSTALL 3' WIDE STRIPE OF TRUNCATED DOMES PER DSA COMMENTS. LOCATE ON ALL CURB CUT RAMPS (NEW CONSTRUCTION ONLY). DIMENSIONAL CONTROL PLAN � C-1 CHICO SMUCKERS EXPANSION �� � i- W ��b N4 SMe� 1 q 4 Hort Vert N 67'06'33" E 659.69' /// `\ � N, ,If EXIS - - �� - - _7_____ - - �'� - - --_.�.�..- -,, �.�.:- - ��- - r-.-..�r�.�.-.. - -TING N+ 1R=STOC=FE=CE - -.. �.� �. - .�� - - ��. - - �� �. - - .r - / \\ ♦ / / _ _ __ i ` � \ ,-�� ��--�- - -\ SOIL STOCK PILE � cj ... _ � - \\ - _ ^°G/ / `Oq i-.,. l: / / �� \ \ \ 55 o/)KO�- _ '0� CCi _ -� rL,_ _ - ° '-1- J0_ _ ---- �----� _� ' / �,. 1 \ , - q� ;// /O Q \ \ 1(1(11 �- r _ 20O _� L / \ \ - - ;.- _ - '11, vac - - 'It 11 I - - -- ` _ -- - - - - - _ _ _ -_ 1111 1 -- - _ _ a--- _- -_ _ --- - - - _ - __.� "` ' .09 __ PAVEMENT 6 _ i Zy } / 14 `\ ------r P 1111 1111 - E EP TY w M r - - - - - _1 __- __ n „u s'o WALE 1111 ---- - --- TION S -- --- „ar. t + \ -- _- s IN --- --- --- --- ---- S - ---- ,.:, , --- x ✓ ♦ \ 1111 - , •.w �. 1111 -- -, _- -- --- ,... ,. ,1 1/% p , / 1111 1111- � 4,., , :-'.:.r .,. 11;11_ -: ,�,., .,, ,.. . ,. 07.40 _. , X\,. • . „ L. , ,,.,. / --- o' 1. 2 y w ` SW / Rte. 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OAF: I 1 ' x ( w v �. v I I 1 �, i r 11 I ot, 1 I i v i 1 205 -ss 1 ' I o IFII 1 O ; I I _ - 1 t c IQ 1, z I I I _ 7"OAKS I � `� / ♦ til 1 I o, •I 't W i I I 1 _ \ �I I 1; i cn 11 I fir. u \ �, n IzII ,I 1 m 11 I / i _ _ -- - - //i I ' I "� I ` . "OAK N 1 I `° I I it I z ' / I I (2) ROWS TUBE a .: o'v �'0� 1 cnI I I I I I p /' ', 1 STEEL COLUMN �k .,..,, +; F . 11I "oAK C),,� I 11 11 �'o �\ �' 111 1 ' �1 / I ®50'_0 O.C. \ , ,W1. i ,, ;W ��\, , I1I I ,o 1 0 ,, � 1 _ _ � I �' _ __ o ^ I I /�► 1 1 11. �I1. it 1 _ -� ) I 1 -� a 1.75% :�,� /4P I ( /J / It I ,. 1 11 (T1 ' I I / 53"DAKv I _ -$-�� - ��- I EXISTING CHAINLiN• SECURITY FENCE -- I J. 1 ,1 ' // � a, JN / I � I I 'I i / it i � -- I �� � � .j 41 �� I '� 1 40P / �}� v // IN \�,./ /I/ _MONITORING WELL W / / 1 I ; I 1 / 1 I \� ,. t 1 � I •. . I It, . , / / �1 / 7 / TOP OF CASING / / 1 1 r11 j ;� \ I / 1 i1. ' • .o, • I. I -I I I I I / n `� ELEv 2os.s1 / / I 11/ 1 \ I I 1 a ' ` �• I ? 11 , i / J / \ �` . / / 205. 1-1 / II I 4. ,I II 1 1 1 I iI ! y I I 0 / / / 0 �� / ` y / / AC I !S ` / I ' ' / I I 1 1 / :,. • fi AKI. , • i, .1. 'i ` / J .�" w I 1 a � ; " / I I 207.40 / / / _ / I1 1 I _ ig I E J / / 1 ! 11 I I / 2 03.50 203.55 \ I ,i2 �' C I 1 IA r/ / / / I s I \ _------ / 2L.9 A 04< AC _ I I g oAKs I , . `. / / / / I I 1111 ; ac s �_ _1111 p p CKING go' MINT, 4 . I II . / / / w • / / I I � -'I - 0,73X 6� I • - A. I I • � / , / Z / , t { -11.r 3 .1 -xl I. - .1.13% I I: . i / ® / / / Q I I : I I t4.* f .r"'" + ` , I�r. �1 t , . °�-• I •I I^ /• I0 I0 / / o / Q a 1 1\ Iz I I W / V I I . # I ` l x :F+ 3,s, -t; k ' +010 -016;1 / / EL / / I - fiti A a 4 S„ / �; 6*;": !. • , , _ ', N'W \ I NSW , / - _ / / ' ' ? / , I ; _' ' , '_ F 2 X8 ACKI / � / ", ,.,_ �, PIT, i \ 1---------------1111-- _:, > Z „ .,. 11 --.1111 _. / ? +c_ LER - 7 N G a ti ? :. _ 4 �a J• LEVE r / .. t..... -... .. +,. , �',�'�:,. ; . - -t TH cEEXISP.N I / a I G VALVES IN L {ElD ., , . Fx. > LL ! I I - i „ `\I �, / / ,� .` / , '� r NS -� GJ ..,:,., .. r - -. . 111...1 , , . ,. , y -,.. 5. - PER i EX SDDI EA Cil „„ ,, M - „ _ >.-!; -,..r :,,.. .. ,.,. s..,, ,,:: - ELE 207.63._ .: ... .. ,�-.,. .. ... ,,.,.. i' ,. .. .,,.,, x -i R s '�°s w , <, „ , + ' n r I 12•INV E 05.06 / _ T i, �,. ,. .-zoF►3o ;,, ,, SHE - pis.. ,, t ..: -- a,: E „ _ -, 111.1.. 0 1 ,z,Nv s) 20 . ...w_" , ..., . , 2 S OS Q 7 ,., 14 �. , _ .- ,.. : , . �. 1111 � f, ;`,< 14 I / / ,,< p00 ! F 0 ,,,�'t-�� ,. 1111:.. `. . �.. < --: ...,. / ,`.4 �' F .) -1 .11.,1.. ,- r ,, , ,, r, „ m+. .. 0 / E SDD _..y�,.� _�...., .. -- . I R R r % , s_ . r / , .,.... . , VE T - . . ..:. .. ........ ..._. ,_ .,.-.. , _... ..- .., ... ._,:_ ....... , .. ,...: , ,<,...., t., s --, .,,, .. , :.:.. <, I - L. V- 07.53 �,..- ,.. 111.1 -.... ..,.; .. 7. � - I E E 2 o LE � -, ..a.,. ,.:-3- :,......,. ._ ....- , .�.,,>.:� _...__.. .,.�.... - .,: ,.,...>.,. ,,... ;.... , ,.-.,. >.-,.,... ., r SO ...N V.F. EI_EV:207.60 x _ ., V , , ,..<- - . G _LL ADE 1 r „..., .- ,s + :,,,. ,�,,� n, ® I 12"IN 204.68 / / .::, / r O i Iz INv(sw -2o so L ? ,, _, '_ ,, Get: ) x. .,�..>::c c,,: ,:..., s . , , + . . „ A -' i I I I 12"INV E Oa.4 Ex SD DI . 1 ?- 1 0 I 0 X / / �+ ., _ - __ � _ � i2 p 1 ' 3. 1 .., . ..r . , : � , , ._._ �: � ., : , . y . ,. , x.:. ,, : 1111- � I r I z ..tom _ \ 207.50 OR _ v ELEv=207.71 ,:,. ^ .> ,, z+ ti' ._, . ,., r. DO I 1 t 2 IN (NE)=204.58 I s. r , , ,,,. r r ,, _ _ . - , « . .. _ ;. p L V I I 1 � 1 "INV W 05.10 / / „,.. ...,._., _,...... _ .,. ,. ,:„r... -, < P t END UNKN wN 2 =2 ......,., ... , ra ,_.t, . -1.:111. ..x. . _:^...< ,.. ... .. -...,„ . :.>. ...,.:. _ (/) 1 0 ( ) k x 5 a J L - ,,.,=` I,, ? `„°� xly3 ,t }, ,....: , „ ,_-::., ?J t _ i l_._ -J t' �1 �� 1YINV(N)=205.32 T. R E - _<. , , , \ -\ 12 "INV 05.29 .. ,. .. / � � 205 - W \ - . UNKNOWN �.., , 7.50 / , ,,.,�,>,.. / ,_:,; . .:,- , c .. , ..,:,.::a , , - :. ,. , , ?c4 „:. ,u... t; � .. °� '�--I. _ /� UNKNOWN / ,o / 206. N / \ ! .; I. _0 J I / / , { k AC , ' 207. t- \ - 1: A - J_ - - 3 I I / / �;, - /, 50 / W 12-s'.tzoAK �/ \ r_, �"�I r ++ J / I �-i fit, ��� a I �� I / / ,/ !__, s: , PRO SED DISTRIBUTION FACILITY Q /� _ 1 - w I or It I _ _ -1111- - \ ., 1 . _ - `'o� 132,750 SQ. FT. 11 / i \�� \� i ;' N' I I p1 y a rII ti / .I \ �:C I 1 I / /o / 1 1 1 1 _ _ _ - - - � ' / \ I ; 1 __ __,__ _r1. 111 } , I I / /,� / 1111-- I ' - .5 1 / 1 I I t_�� Ln NI I / / ti A° �3 ILDING F.F.E: 207 / \ \ r --r- -- Icl __JIB ,I 1 / DEPRESSED LANDSCAPE / ..iox - / I \ \ (- `](' - iF 7,1F - N L / / / / / ; �n,. • _ -,_ ;\ o t I ..OAK I - -T-- EX SUMP PUMP- I' I ♦ I ! t 1 I - - L_ f I r I ( )=203.98 �I" IIl 1 ExtS7l:+hi ' II I L_ Z `- � "20450 " I\ - - _ \ POND - 1' TYP / / ";; - --' I � xl I 10"INV 20394 I I 1 b kePP ��_ 1111 --_� / - I i-Jl:��_ JL -J _ 40 205.20 ti° •- -FP \ - - - / 7sw - OFFICE, i1 71a" I r 1= Ttlr� 7 I --- -_ >. �,,,w. y._, ,,, ` v 1 j CHISELED X - --..,__-r3 s1 r::::= i - - 20 Ac r': oh r _ _ _ _ / o , ;,. POCK OM, 19 AK i 7 -1111-- -- c�_ -, - _ _ - - a '� I ING EAKRO -- _ ELEV=208.33 rF. ., , ti _ _ _ _ , c, i:4 rb•. ... "" \ -;-4F-wa�R-P0W ,� I I r F.- j o.s7z oh P - oh r tax CONE, I t- .2 - T f I \_ BR :� ' •1' h• ti OOHS AN ti� i_EX__SD_DI AND _GRATE 1.14 v� ° �' / RESTROOM':) -4{ 1 I I - ---_, I I �L- --- ,.,-� , `'..,<. s X �' a»_ :"!+... ...•x , D �, ? SD ELEV=207.65 '_�--'T1 i I �' '.e:: 3 4-' 1¢ a isa ,.,7 ;"' ' 7.40 WA I 1 1 }< RATE N W V= 7 I K -7 ' z '• a ,� ,•l'...,.,,,'r;, ,' ... X,. r r IR I I G E D( ELE 20 .68 ". .. _ _,, / a Ll e < � x :., \ r r J. a :, .: J , 4. I I ..,2.'ii . .-:. -n .-_, ::i.M ., ,., IC"INV T � ...,, .,,�_ ,-. ,. \._ .r-. , , ,. „ E -206.26 20 TA Y I T., ,,. VE ) r _ w> 0 1E .,, ,.. ,,., ..Y..:,. .: -„ y ., 1.1.1.1. S - s. A B -,a. ::,: „ .,. a.,,,_. .1...111- -, ,: , , - CE n 10•INV 4 .. a, ,. _. , . ,; -, , .:� , ..-, y 11.11 � r _., M :: , - OFF � , :.. , W z. <,. , , 1. .....rv.,-K-^,. a,.'.-.: ,n � `t+., ., ,:��R� .., .:'2. �...nr::, x .. t. z.. � ,x,.,.-:1.,.. ....., , >Y \ %C^. *. _ I >. o „_ r .,, .. r.v _ I 1 > : ... ,.,,.... !T'. ,r „ . " 10 WAREHOUSE 8 I 1 I i 1 / \ o _ 1 '.r; .' ,. �, n 207.40 207.50 - ��\ /// 1 NI r rt 207.40 - \ I J �� \\ I R ,. PAVEMENT 2 7.40 i � 'a R, '+ ` `'�- i I \ _ - - / ,� +, � 4 � . I EX _SDDI --- I r T * 207.40 _� 1 7 .. \ \ •� - / / .,,�-/- �/, c/26' .� I i ELEVa207.79 1 * - !I ° � �' -� J�ti I 8 IN ( )-206 25 1 1111 \ 2°, i �\ �' 'I O \ _ - 1 vw I / \ v / ;z, j EXISTING BUILDING ,L 202.22 - E `'_-� S I I \ I I . a \ - FG I / --T- - - - - - `ELEVD206.98 --- •z' `> 1 I � / A \ ( 6"INv(s)=zD3.94 1 1 a', 1 - 8"INv. E 203.94 65•oA� i i 1 i I P OPOSED 1 _ 1111 -- --� I ' /' I (,_ 1 a 1 I 1 ► i II DISTRIB�ITION FACILITY _ ___ - --- I i ;o'I V -Z 831 I I I I 1 \ EX PIPE 1 " I ' I WAREHOUSE 8 I► 1 1 I 25, 00 SQ. FT. - \ ' ,/ K I I I I I EXISTING TREE DRIP LINE, TYPICAL- �\ / I I I 1 \l _ �-"- _ --- - a / / I I 1111- _ �c5. o ac PUMP�� _ I SEX soDl�� 1 A - ���1 I/ ELEV=206.79 I 1 ': ' ` / / 1 I AV _ �.-, I 1 I I ' I/! B -INV-(E)-2O3.-66 `w I _. I I IIN(N) 203.63 L.-------------� f 1 / / I i i \ i �_ COLSHOWN \ t„' .... t I E° NV= \ �, � 10 V.(W) 203.63 � /-f / I + I a� ALIGN 1 _ -; r_� , _ =i =zoas3 I i _ I �� f / // I I ,,p o^• �` LINES AS _ ,_ 1 I 1 " , __ J - ti.� f, _ - ' / / / I 1 1 ROW TUBE STEEL o^• h _ - ,} I I I I y o 1111-- I I I i 1) ®25' p" O.C. 1 ,n6 I ` I (A / / - - - - - - -- - - � / 1 I I : I °�• COLUMN _ 1 , I STORM COLLECTION POND I x ',I I I I/ I I I I 1111 _ - 1 ( I 1 '' I I I I I h 1111- / ! '-- �-� _ 1 2°ter j ; I I II I I ^ _ _ - _ -__ - - -MONITORING WELL r! / / �,O o'Cq I I I v 2$ I I ) PAVEMENT z - _ _ TOP OF CASING 1` IO NI0 •'►�.� + -. I 267.401 - - ELEV = 207.45 +, N I .. C, IFI / ' I DEPRESSED LANDSCAPE 1 - �, / 01 0I F 1 _ _ 1 I I POND - 1' TYP I ) - -- / 1 h° 1111_-- 1 ' 1 � i I EXISTIN( I 1 N 63"OAK e ° ` I _ _ _ -� - I M \ I / I I - - - - - 1-1 -J - - - - - - - - - - - - ---2d(r4A - - - - - - - - - � -1 - / - - L - 1 - _ '--_ _ - - - - - - - - - - - -I . - Ex SD IPE - / / / h I 7 - _ i- ( is`INvzoLsa I I / / -� N / X I I I I I �� -. �U_ i IA 1_ / / `,I I I --- _ I_ 1 �-�-=----------1111- --° xs --------------------------- --' -- /,o� , // I I 11 ?p�-< I \ I\, _ _ -_- INFILTRATION SWALE _1_Tl'P �_____ __ __ �'_ __ _ _ _ __ _ ________,__ _+_ 'I _ y / i /� J �,(�j` (I �\ 1111-----�`h_ ------1111-- //--------1111-- /1111-- ------------1111-- ------1111-- --- = =- -1111-- -1111-- - \ , 1 ?� I `_"__�:��" / i _.--11 11--1111-- ggV. L - 1i , 1111-- -- --------1111-- l _ 1111.- - / 1 -�\ - ':\ i\Z _ J -----. - .' -+ -_-,: -.. -.11.11-_- _-. --- I-- - -.__.---------- - L� .__ - - 1, , I - - ___ _ _ - - / a- o q -� _i .w s .__... v. &V - :. (lJ✓•••..dem I �_ -._ --._-...- - 6"OAA •.. WV„ 1 _� a EXISTING CURB )-_ -��U __ `: 9%` �l�x / �" .. `_ I ,�l���t ZQ WV{5 67071 W frc� � f _ _- �G"-------------- .S}y S11 - \ ?-7 S ECUP _ r......- ... w .. .+� i r; �. � ' - FH/ , - TING cHAv u v sr-' - - - --�.�r�i '� - IS:__�L �: -- -- -- - <- L% , ..;.,, J 8 .. ' ,. 4P ' "_.`� .; , �. - - - - -`- .I!IS - -w �.. . - 'w:a�.--at...--_..�.. - 730 00 ..............T....... ..............--Y.._-.,... - •-. ---> ,»,•.re: c.•..s'C..>..c,1`�.s n4. -+�'<y��s.�rc-, .15_C .< -� _ �j _. .. .. -11 , "E. .. 1,, ./.., i .-: - _ T aP�aTR e }. 3 _ __;� e_.,IGIJ 20 E� - -- - �L't �Lj, .-,_. t,/yam'--.__.--.,.-,-____,.,..._.. �_ '__-_� �_ - s - 1 - _,.�.,,,, ,,:,,;..`..„" lx '7 sr ,. , ,' .^. ' -'" \? Ex SDDI .. _ .e.: - -_ - ,..`�wr "I �'`%�(, GR- 05.60 x•201- J -� - -- 1111_ _-`••- --- ,.,_,__•,__„111,--1-----•-•-------•I,,-,,-, - I . 1 -� .... ._.__... ....... .......... ....... ._•- 04 _- _ , I ..._ ..... _. - .......................... ......-..-.,...... - - P�EDWAY __ _ :: .___. 1.111-._.. 11.11._ AVE , _ _ ��a_s __ _ ..'1`.1.��......................................... .�......���,...-.---- ? .... .:... :..:................... ........ :...........................:...1.....1...............1.....1 ._ I -T -- - ,. .. ...1..1..11._._....-..-•-• ................. ..,.,.... �., . ,,,,,,,,,,,,,,,,,,,,,, ,,,,,;,.,,,, ,,, •-• ,,;Gera "`•••+1...111 ccc„ :,.1111.. - _- -- _- _s,�-.W - _ �1•_- n.�i....,. __ -ML.N I - - - - - - - -. - -- - -. - - - \ s - .._-111-1__ •.. � _..-. ��_-.--..._---_..W.........................� ,.r,.,..,_„ .-_.) Tx - �..._- .........Y .�..... __ W.. -..._._-..-.....z - - ',.11..1w.....................c.-.,:..:...:.::.........,1...1..,.........................1...............111. _._ ..,._ - • `1 :11.......1`-:.....-,..,,..1• . ................................................................ _,....... - 1111 �.-..-�, . ....................5- `�. ,r `,M............._.. DHy.... F _ j 3 _I, -�-- - - - _ - ._ � ' - T•-� xy-. . r" - - �� �.rt'�pr. >1--� - i ''w..� - .�r.'1 !, '1... _,,.'....M�r"-\...�L �+�...�.+....��._ - 4 r IGH \�-U_��-�,SIG-VS,..N- -- - - �3 r 2 /, t t p ]�.3 Z r .� / ��S �n� = Fi-' f nom- -7n5 Zn?i4 ' _ r' �' \ L C7 ( v \ t 2 7 -�~ i• ��O Q�pFESS/O e N - �� P < CID E" ��\ �` m Designed: RMS Revision Date By 111 MISSION RANCH BLVD SUITE 100 rr jamw ®,4 08 Drawn By:t in MODERN BUILDING �, JRL Chico, California 95926 �1,V Approved: 3083 SOUTHGATE LANE Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 OF �L,��Date: CALIFORNIA k1t 11 I i 5-22-08 Chico, California Web Site: www.norti�stareng.com CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHICO IMPROVEMENT STANDARDS AND THE CALTRANS STANDARD PLANS & SPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS APRIL 2004. (APPROVAL OF BUTTE COLLEGE DIRECTOR OF FACILITIES OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE BUTTE COLLEGE DIRECTOR OF FACILITIES IN WRITING 48 HOURS PRIOR TO COMMENCING WORK ON-SITE. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. 5. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST INCURRED FOR THIS WORK. 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. 10. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE FACILITIES DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE FACILITIES DIRECTOR TO BE APPROPRIATE FOR THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT. 11. PARKING LOT SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. DUST SUPPRESSION PLAN 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED ONTO STREET SURFACES BY CONSTRUCTION VEHICLES. 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THE LATE MORNING AND AT THE END OF THE DAY. FURTHER, THE FREQUENCY OF WATERING SHALL INCREASE IF REQUIRED BY THE COUNTY OF TEHAMA AIR POLLUTION CONTROL DISTRICT AND/OR COUNTY OF TEHAMA. 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 20 MPH AVERAGED OVER 1 HOUR. 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION OPERATIONS SHALL BE MINIMIZED AT ALL TIMES. 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY STABILIZED. 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT ENGINES IN GOOD CONDITION AND IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. 10. RE -VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHALL BE COMPLETED AS SOON AS POSSIBLE TO REDUCE DUST EMISSIONS. THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO THE COUNTY OF TEHAMA FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. 11. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. GRADING AND DRAINAGE PLAN I C-2 CHICO SMUCKERS EXPANSION Job Number f_ p. scab NA sheet z Of a 08-4M Horz Vert. 2 GENERAL: M A Al -1. All work on this project shall conform to the applicable code and any other applicable county and/or city codes and ordinances. Al -2. Written dimensions shall be used. Do not scale drawings. Al -3. If information on the plans differs from these notes, the plans shall supersede the notes. Al -4. The contractor shall verify site conditions and their correlation with the drawings and shall bring any problems to the attention of the engineer prior to construction. Al -5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the engineer. B Al -6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. Al -7. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N.). Al -8. It is the owner's/contractor's responsibility to verify that this project conforms with CC&R's (Covenants, Conditions & Restrictions) of the subdivision and/or approval of the property owner's association. Al -9. Installation and hook up of all utilities shall be in accordance with applicable codes and the requirements of the utility company. Al -10. Electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities shall be located or designated to prevent water damage/infiltration. GENERAL EXTERIOR: A2-1. Refer to site plan for location of building and grading. A2-2. Final grades around building perimeter shall slope away from foundation and shall provide rapid removal of the surface water runoff away from the foundations. A2-3. Roofing shall be installed per manufacturer's recommendations. A2-4. Install any stone veneer per manufacturer's installation specifications. A2-5. If required by California Department of Forestry or the fire department, provide fire retardant roof covering with the appropriate classification. A2-6. New buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area "? designated by the enforcing agency shall comply will all sections of Chapter 7A of the 2007 CBC. ENERGY: A3-1. All exterior doors and windows shall be weather-stripped. A3-2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. A3-3. Exhaust fans and fan systems to have backdraft damper control. A3-4. Shower heads, faucets, HVAC and water heater equipment shall be certified by the governing state or local jurisdiction, where applicable. A3-5. All gas appliances shall have an intermittent ignition device. A3-6. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors E or windows shall meet the requirements of the energy calculations, where applicable. A3-7. Ducts to be constructed per the applicable code. A3-8. Water heating equipment shall be certified by the applicable code. Storage gas water heaters with an energy factor < 0.58 shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-4 insulation. A3-9. Mechanical equipment energy rating: See energy calculations for additional information, where applicable. A3-10. All windows to be standard dual glazed with vinyl frames U.O.N. A3-11. The installation certification form of the applicable code shall be posted at the front entrance prior to the issuance of a certificate of occupancy. This is in addition to the insulation certificate. A3-12. Insulation for walls, ceilings, and ducts shall be per the energy calculations, where applicable. If no energy calculations exist, the following schedule shall be used: Interior Wall Sound insulation. (opt.) R-13 Batt Ceiling Between Floors (opt.) R-30 Batt Exterior walls R-13 Batt (2 X 4 walls) Exterior walls R-19 Batt (2 X 6 walls) Ceiling R-38 Batt Ducts in unconditioned space R-6.3 Batt WATER HEATERS: A5-1. All design, construction, and workmanship shall be in conformity with accepted engineering practices, manufacturer's installation instructions, and applicable standards. An adequate supply of air for combustion and for adequate ventilation of heater rooms or compartments shall be provided. A5-2. Water heater shall be located or protected so it is not subject to physical damage by a moving vehicle. A5-3. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of its vertical dimension. A minimum distance of four inches shall be maintained above the controls with the strapping. A5-4. When located in an attic, attic -ceiling assembly, floor -ceiling assembly or floor-subfloor assembly where damage may result from a leaking water heater, a water tight pan of corrosion -resistant materials shall be installed beneath the water heater with a minimum 3/4 inch diameter drain to an approved location. PLUMBING: A9-1. All work shall conform to the applicable code and any other applicable county and/or city codes and ordinances. A9-2. The diameter of an individual vent shall not be less than 1 - 1/4 inches nor less than one half the diameter of the drain to which it is connected. A9-3. Any plumbing drawings are schematic and indicate the systems and equipment to be used. Plumbing contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work of other trades, and shall confirm the location of and install sleeves and hangers so that work of other contractors is not delayed. A9-4. Install gate valve at service entrance to building. A9-5. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. Waste and soil lines shall comprise a complete sanitary system from each fixture which connects to the waste system. A9-6. All waste lines shall have a continuous fall of 1/4" per foot inside the building. Instruments shall be used in setting line and level. A9-7. Cleanouts shall be placed to serve waste system in accordance with applicable codes and best plumbing practices. No under floor cleanout shall be located more than 20 feet from an access door, trap door, or crawl hole. Approved backflow prevention devices shall be provided on hose bibbs. A9-8. Provide pressure -absorbing devices (air chambers or approved mechanical devices) on all building water supplies with quick -acting valves. A9-9. All shower compartments shall have a minimum finished interior of 1,024 square inches, and shall also be capable of encompassing a thirty (30) inch circle. A9-10. Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbant surface to a height not less than 70 inches above the drain inlet. SMOKE DETECTORS: Al 1-1. Smoke detectors shall be interconnected. A11-2. Smoke alarms shall be installed in accordance with the approved manufacturer's instructions. Required smoke detectors shall receive primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery back-up. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for over current protection. The alarm shall be clearly audible in all bedrooms over background noise with all intervening doors closed. I 2 3 i DOORS AND RELATED HARDWARE: Al 3-1. All exterior and interior door hardware and hardware finishes shall be as selected by owner U.O.N. All doors with locks shall be keyed per owner's request. A13-2. For residential projects, privacy locks shall be provided at master bedroom & all bathroom doors. A13-3. All doors shall be provided with a door stop. A13-4. If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety device as per state law. GLAZING & WINDOWS: A14-1. Provide safety tempered glazing in "hazardous locations". All glazing in shower and tub enclosure shall be safety glass. All glazing indoors and within 24" arc of either vertical edge of door in closed position shall b,e safety glass. A14-2. All window frames shall be set in full bed of mastic. Lap building wrap over window flanges except at sill. A14-3. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24 inches. The minimum net clear openable width dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have a finish height not more than 44 inches above the floor. A14-4. Safety glazing must have permanent labels / identification. STREET NUMBERS: A15-1. Install street address numbers of sufficient size and contrasting material to be readily visible from the street. FIRE STOPPING: All 6-1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels, and at 10 -foot intervals both horizontally and vertically. B. At all interconnections between concealed verticle and horizontal spaces such as occur at soffits, drop ceilings and coving ceilings. C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. D. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceilings and floor levels, with noncombustible materials. E. At openings between attic spaces and chimney chases for factory -built chimneys. A16-2. Penetrations of rated assemblies shall be fire -stopped. Fire -stopping shall be an approved material as prescribed by the State Fire Marshall. All 6-3. Draft stops shall be provided in the following locations: A. In single-family dwellings, when there is a usable space above and below the concealed space of a floor -ceiling assembly, draft stops shall divide the concealed space into approximately equal areas not to exceed 1,000 square feet. B. In buildings having two or more dwelling units and in hotels: In floor -ceiling assemblies, draft stops shall be in line with walls separating individual dwelling units and guest rooms from each other and from other areas. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be above and in line with the walls separating individual dwelling units and guest rooms from each other and from other uses. C. In all other buildings or portion of buildings used for other than dwelling or hotel occupancies: In floor -ceiling assemblies, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet, and the horizontal dimension between stops does not exceed 60 feet. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be installed so that the area between draft stops does not exceed 3,000 square feet, and the greatest horizontal dimension does not exceed 60 feet. A16-4. Draftstopping materials shall not be less than 1/2 inch gyp. board, 3/8 inch wood structural panel, 3/8 inch Type -2-M particleboard or other approved materials adequately supported. A16-5. Except where enclosed usable space under stairs is prohibited, the walls and soffits of such enclosed space shall be protected on the enclosed side as required for one-hour fire -resistive construction or the fire - resistance rating of the stairway enclosure, whichever is greater. Al 6-6. Provide one-hour occupancy separation between living space and garage. Separation may be limited to the installation of materials approved for a one-hour fire -resistive construction on the garage side and door per note All 9-7. Al 6-7. Doors shall be self-closing, tightfitting of solid -wood construction 1 3/8 inches in thickness or self-closing, tightfitting doors acceptable as a part of an assembly having a fire -protection rating of not less than 20 minutes when tested in accordance with Part II of the applicable code. DRYWALL: A17-1. All gypsum board seams shall be taped and textured as per owner's request. A17-2. Metal edge shall be installed at all exposed exterior corners. A17-3. All openings for outlets, switches, etc. shall be cut. Score & knock -out method shall not be used. All 7-4. Fasteners shall conform with the applicable code and shall be applied in such a manner as not to fracture the face of the paper with the fastener head. Fasteners shall be spaced a minimum of 3/8 inch from edges and ends as per the applicable code. All 7-5. All edges and ends shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. A17-6. Fire -rated assemblies shall have joints treated (taped). A17-7. Water-resistant gypsum board shall be installed at all wet locations except at showers. Al 7-8. Framing around showers shall be protected with approved waterproof paper. Water-resistant gypsum board may not be used. 1/2" cement backer board or other approved backing board shall be used. := I : HANDRAILS: Al 8-1. Handrail assemblies and guards shall be designed to resist a load of 50 plf applied in any direction at the top and to transfer this load through the supports to the structure. For one- and two-family dwellings, handrail assemblies and guards shall be able to resist a single concentrated load of 200 pounds, applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. This load need not be assumed to act concurrently with the load specified in the preceding sentence. All 8-2. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot, including openings and space between rails. Reactions due to this loading are not required to be superimposed with those listed in item All 7-1. A18-3. Handrail height, measured above stair tread nosings, or finish surface of ramp slope shall be uniform, not less than 34 inches and not more than 38 inches. Al 8-4. Handrails with a circular cross-section shall have an outside diameter of at least 1.25 inches and not greater than 2 inches or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.25 inches with a maximum cross-section dimension of 2.25 inches. Edges shall have a minimum radius of 0.01 inch. All 8-5. Handrail -gripping surfaces shall be continuous, without interruption by newel posts or other obstructions, with the exception of handrails within dwelling units, which are permitted to be interrupted by a newel post at a stair or ramp landing. Additionally, within a dwelling unit, the use of a volute, turnout or starting easing is allowed on the lowest tread. Handrail brackets or balusters attached to the bottom surface of the handrail that do not project horizontally beyond the sides of the handrail within 1.5 inches of the bottom of the handrail shall not be considered obstructions. For each 0.5 inch of additional handrail perimeter dimension above 4 inches, the vertical clearance dimension of 1.5 inches shall be permitted to be reduced by 0.125 inch. Al 8-6. Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight or ramp run. At stairways where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not continuous between runs, the handrails shall extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. Handrails within a dwelling unit that is not required to be accessible need extend only from the top riser to the bottom riser. All 8-7. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches. A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. A18-8. On ramps, the clear width between handrails shall be 36 inches minimum. Projections into the required width of stairways and ramps at each handrail shall not exceed 4.5 inches at or below the handrail height. Al 8-9. Stairways shall have intermediate handrails located in such a manner that all portions of the stairway width required for egress capacity are within 30 inches of a handrail. On monumental stairs, handrails shall be located along the most direct path of egress travel. GUARDRAILS: A19-1. Elements of the guardrail assembly shall be required to resist the forces prescribed in note A17-1 and All 7-2. Al 9-2. Guardrails shall be located along open -sided walking surfaces, mezzanines, industrial equipment platforms, stairways, ramps and landings that are located more than 30 inches above the floor or grade below. They shall also be located along the glazed sides of stairways, ramps and landings that are located more than 30 inches above the floor or grade below where the glazing provided does not meet the strength and attachment requirements in item A18-1. A19-3. Guardrails shall form a protective barrier not less than 42 inches high, measured vertically above the leading edge of the tread, adjacent walking surface or adjacent seatboard. In Group R-3 occupancies, and within individual dwelling units in occupancies in Group R-2, guardrails whose top rail also serves as a handrail shall have a height in accordance with item A17-3. A19-4. Open guardrails shall have balusters or ornamental patterns such that a 4 -inch diameter sphere cannot pass through any opening. The triangular opening formed by the riser, tread and bottom rail at the open side of a stairway shall be of a maximum size such that a sphere of 6 inches in diameter cannot pass through. Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, openings for required guards on the sides of stair treads shall not allow a sphere of 4.375 inches to pass through. A19-5. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches above the floor or grade below. STAIRS: A20-1. Stair riser heights (other than for those occupancies listed in note A16-3) shall be 7 inches maximum and 4 inches minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. A20-2. Stair tread depths (other than for those occupancies listed in note A16-3) shall be 11 inches minimum. The tread depth shall be measured horizontally betwen the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 11 inches measured at a right angle to the tread's leading edge at a point 12 inches from the side where the treads are narrower and a minimum tread depth of 10 inches. A20-3. For Group R-3 occupancies; within dwelling units of Group R-2 occupancies; or for Group U occupancies accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height shall be 7.75 inches; the minimum tread depth shall be 10 inches; the minimum winder tread depth at the walk line shall be 10 inches; and the minimum winder tread depth shall be 6 inches. A nosing not less than 0.75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. A20-4. A spiral stairway shall have a 7.5 inch minimum clear tread depth at a point 12 inches from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches minimum, but riser height shall not be more than 9.5 inches. The minimum stairway width shall be 26 inches. A20-5. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch in any flight of stairs. The greatest winder tread depth at the 12 -inch walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch measured at a right angle to the tread's leading edge. A20-6. The radius of curvature of the leading edge of the tread shall not be greater than 0.5 inch. Beveling of nosings shall not exceed 0.5 inch. Risers shall be solid and vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from vertical. The leading edge (nosings) of treads shall project not more than 1.25 inches beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. A20-7. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches where the stairway has a straight run. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches into a landing. A20-8. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. A20-9. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. A20-10.Outdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces. A20 -11.A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. A20-12.The smallest radius on curved stairways shall not be less than twice the required width of the stairway, except for occupancies in Group R-3 and within individual dwelling units in occupancies in Group R-2. A20-13.Stairways shall have handrails on each side (except for stairways within dwelling units and spiral stairways, which are required to have a handrail on one side only). Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change in elevation is greater than what is required for a landing do not require handrails. Additionally, Group R-3 occupancies with a continuous run of treads or flight of stairs with fewer than four risers, and changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 occupancies, do not require handrails. 13 1 !14 1 •14 I 1 iCOMMERCIAL CONSTRUCTION. iA27-1. Provide sign over main exit door: "This door shall remain unlocked whenever building is occupied". A27-2. Install 8" x 8" international symbol of accessibility at main entrance. ,A27-3. All exit doors shall be openable with one master key. An approved master key box ("knox-box" or equal) shall be provided per the applicable code. Obtain all required permits and approval through the fire department. Refer to owner for more detailed keying system. The "knox" box shall be on the right side of the main entry, 6 feet high. ,A27-4. Panic hardware, where installed, shall comply with the requirements of the applicable code. The activating member shall be mounted at a height of not less than 30 inches nor more than 44 inches above the floor. The unlatching force shall not exceed 15 pounds when applied in the direction of travel. 13 SCOTT R. TU'tNQUIS7 LIC. NO. C:7085 pp DD PD IB i® G K gam= -m ° 0 3 a ro U O -.0 N O 7 N N N .= N O ro O N 20- E E- =ta c oc�'3~roE6 U O 'C U YCX. -0cdy=pro N d o E 3F- a N Z C O f U ro c y m ,= N C lg m O Vl m C ro C U a, y m o C CO c W T ro E X naNi °in E c; 2Lru- ro •�� �o.mz cL o v O C' -a 'a 'a a) a) E z WC2o,,=N-OG) ro U U C Z U �, L C C U fC : QO C M a, m -O Z U i 0 ani o H N N c�no��'�E Q N J it m �U m o LL ¢ N Sc) 0 0) Zo�� C U o r, W U Z N IN Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Architectural Notes NK ion �o�����c��oo� A-1 Plotted: 5/22/2008 9:41:46 AM e Sh 1,:a 1; 1 Single -Flush I 19 2 Overhead -Rolling A G D I G K Type Mark I T Size I Coui 1 Single -Flush 36" x 80" 19 2 Overhead -Rolling 8'x 14' 7 3 Overhead -Rolling 14'x 14' 1 [4::�6verhead-Rolling N 10'x 10' 1 Floor Plan 1 " = 30'-0" 1 1 2 0 O f� W O 0 WN 0 12 4 Keynote Legend A 1 Knox box per note A27-3 on sheet A-1 2 Sinage per notes A27-1 and A27-2 on sheet A-1 ExiT Exit Signage Shall be Internally or Externally Illuminated. ACCESSIBILITY REQUIREMENTS This building is required to be fully compliant with the provisions of Chapter 11 of the 2007 California Building Code. For accessibility details see Sheets ADA -1 and ADA -2. SCOTT R. TI1111-1,NQUIS T LIC. NO. C70,35,6 IrW_.. pG-2HILH H HL RW 13 14 16 16, ID IE O N ��°�co rno y o = N -p O C>, C U -O Z,00,0,-020 O U 0 N U N O N EF orE 'E:. a> E 2 3 c �O0 E o U (Z ro� o a � 3F o N O p>� ro m Zyo roCa�0 vU c E n� 3Q roNroo-a�� C N O) TLN C �.FM C C yY ro ro T W U N ac c > a) E ro m E n� N r o� E rn0L, =V 0w 0 ca�o--`coa, �0 0 •Co o� m-- ro o m °ao'na aciEz L1J C O M N E ro O U O C T O o msd-oT°ro> E U) F.a""))- c C t ro L >,E5 C-2-0 N Js C ro = '- :: 6 i W o W to F- � N rn E I Q 2 LL � m z Q LL t C V (0-) o 0 C, c t O ) - WV 2 — � s > U w z 0 x a Q ®C Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Floor Plan A-2 Plotted: 5/22/2008 9:41:50 AM M t G N N O U _ cd • O,,-.q +,� ,—� c� .,� .. O W � � U CO Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Floor Plan A-2 Plotted: 5/22/2008 9:41:50 AM ^J t� 14'-0" O Sill: 3'-0" O Sill: 3'- 0" O Sill: T- 0" 26'-0" O Sill: 3'- 0" O Sill: 3'- 0" v Sill: 3'-0" Sill: 3'-0" 20'- 4" 40'-0" Sill: 3'-0" C- o (D N O' -.L N p U7 -k U) ni, n (D 0 0 OO Sill: 3'-0" Sill: 3'-0" 5'-0" 4'-6" 7C CD C O 0 I (n � O = W O O - Cr) 0 1 (.0 _ Cn o0 C)1 p Cn n. TI (D EQ EQ O O (Dcc C- C• O 0 ° co ui (Q ' b MO Wo C (n CD I 4'-6" 4'-6" c� (D O v Sill: 3'-0" Sill: 3'-0" 20'- 4" 40'-0" Sill: 3'-0" ® Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA Rev. Date r C- o (D N O' -.L N. CD C O cQ (D ° m O O (Dcc C- C• O 0 ° co ui (Q ' b MO Wo C (n CD I N c� (D O 0 d cu CT -!n Cn 00 03 nnn�n �U t� C/) 0 C• E O O 0 (D O O r��'� 3> O OOoOCD [ti® - � • a 0 (D O (7 O Q + -4 M t� (D O 0 O 0 cV D � CD CO (D (D 3 7 ® Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA Rev. Date r C- o (D N O' -.L N. CD C o cQ (D ° m O O (Dcc C- C• O 0 ° co ui (Q ' b MO Wo C (n CD I N c� (D O 0 d cu CT -!n Cn 00 03 co co C/) 0 C• E O O ® Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA Rev. Date r C/) o (D = o -.L 0 0 --� cQ (D M aDC m O O (Dcc C- C• O 5 co ui (Q M (Q O co CD C Cn (D (D c� (D (D O 3 CD CT -!n Cn 00 03 co co C/) 0 C• E O O O (D O O O O O OOoOCD CD 3 0 (D O (7 O Q Din (D O 0 O 0 n � D � CD CO (D (D 3 < � � (D Cn (D Cn W w (o (o 4�h. C/) T1 C/) 71 C/) TI C/)CO -n W 0 0 O O Cn O O O O 0 1 N Q. W W Q. C2 Q- Q. O D (D V W o (D = O -.L 0 0 --� M ;�: �_ O C (Dcc C- C• O 5 co ui (Q O (Q O co CD C Cn (D (D (D (D (D O 3 (D. CT -!n Cn 0 (n 0 n -0 O -0 -0 O O 0 0 C• E O O O (D (D (D Q (D Uu)) Cn CD Q_ zr (D Q O 0 CD 3 0 (D O (7 O Q Din (D O 0 O 0 n � D � CD W (D (D 3 < �n � (D ' (DD Q i n' o in' o' O' o co O Z3 0 0 O O O O O O O 0 Q- tri Q. Q- Q. Q. C2 Q- Q. O X X O O O X X MMMMMMM C CD (7 CSD (CD `<`< Q_ CCD ` < CD (D (D (D O O ; O o o c) 0 D ((DD ((D 0- (Cn Cr vii D -n D ?1 D ?1 n WWn U U (D (D -T1 -n T (D CD (D (D (�D rn a m E �' 0 �\ o CJS CD D CIS (D 3 Cn (D 3 CD CD 3. 3 0 CD < (D CD --% CO CC) (Q CQ iv Cr O U) O Cn O CD O O (n O Cn O W O Cn S_ Q W (n (n 3 n OO M :3-0 `< `< `< -0 O O O O Q LnLn 00 00 Cr Q Cr Q Q (\n (\ OD (\n co co r- cc (cT\ C C T\\ C (Q (0 (0 (0 VV O O W V .' O V '•+ O V - F O 0- O W v O 0- O iv 0- O (n Q- Q- i, � -p Q- Q- Q- Q. (D cD t� O I- O I' O m r. 0 C) D D D 0 0 0 0 � (D (D m 11! LJ LJ (D (n -« i) r, C Cn C Cn C (n C (n CD C (DD Q (D (D CD (D (D -0 CD Q -0 CD Q -0 (D Q "0I (D Q --i• Q Q Fn• U• U) (D Q_ CD Q. (D Q (D Q_ -- Q CQ (D Cn (n c CQ_D N CnD COD (Q -0 CQ c: (: CC): (D (D c c (0 V O Cn 4�h- W N -.L W C = --� M ;�: D O C C C- C- C• C- 5 co (Q (Q (Q (Q co co CD (D (D (D (D (D (D Cr CT -!n Cn CCCCCCC (Q CDD C) Q (D Uu)) n ;;7 CD CD 3"O -0 (D -4 O Q Din (D i5 < < D � CD W < 3 < �n Cn Q i n' o in' o' O' o O O Z3 :3 Q M m D w w w w w w w MMMMMMM CO CCL N X X X X X X X MMMMMMM CD D p 0 n (n Q_ CCD O O O O O O O ; W 0 D ((DD ((D ((D ((D ((DD ((D ((D A? Sv Q- CD W W cc CD CD (Q• K E: E�: iz (�D CSD (�D ChD CSD (hD (�D MC (n U) (�D n n (n (n 3 n n Q Q Q CSD Q 0 0 o r- o CD C7 0 C7 Cn (n (n CD (D cD cD m r. 0 C) n C) 0 0 0 0 � (D (D m W (D N (D W (D C F CD -11 O �- C7 � CD p O O Cn = C7 (D CCL c� C7 O 3 3 m 0 Cn O O z W CD n O 3 9 (D C 4. (D C7 O 3 3 M -• O (O 00 O D Z Ul 4�,, W C = --� M ;�: D O M 00 7J written consent of NorthStar Engineering. They are also not to be r used in any manner that may constitute a detriment directly or " p D (D 7- 0 W sv 3 www. northstare ng.com DCn sv s Cr CT CD Cn (Q CDD C) Q (D Uu)) n ;;7 CD CD 3"O -0 (D -4 O Q Din (D i5 C D � CD W D 3 O C:) Cn Q o 0 D 0 O Cn Q D m D CD W 0 CD W Cn (n -+'p 0 O CO CCL N -'%-0 O -k' -0 CD CD D p 0 n (n Q_ CCD _ 3 nQ ; W 0 D Q (D ,X� C S C 70 Q- CD (n n cc CD CD (Q• UT 0O (D MC (n U) (�D O O z W CD n O 3 9 (D C 4. (D C7 O 3 3 M -• O (O 00 V O) Ul 4�,, W N --� M ;�: D C7 p 00 7J written consent of NorthStar Engineering. They are also not to be r used in any manner that may constitute a detriment directly or " p D CY 0 W sv C (D www. northstare ng.com CD =3 s -z CT CD Cn W = 3- (D Uu)) n ;;7 CD CD 3"O -0 (D C O Q (D (D i5 C < _; D C O cc Cn m o D 0 O Cn Q D m CD Cn CD Cn (n -+'p CO N -'%-0 D -k' -0 CD -0 n D p 0 n (n Q_ CCD _ 3 D ; W D Q (D Cn Q- Cr �< �, CD (Q• UT 0O MC (n (D (�D Ta tft NorthStar m NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors 1< copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California D changed, copied or loaned in any form or matter whatsoever, nor O are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be r used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 M indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www. northstare ng.com CD o- NorthStar NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www. northstare ng.com A C: D 11 a C: E i 1 I Reflected Ce 1/411 = 1 1-0" 4 h 6 , x 4' AT Syste 9' -0, A.F.F. 2'x 4' A�T System 9'- 0 A.F.F. Plan -Second Floor z. Ell 91 NOTE: '0 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE & FOR IN LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH UBC STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN UBC SECTIONS 25.212.1 & 25.212.2 FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING. MASONRY OR CONCRETE HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN 12 LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN 60 LBS.) 12 GA. VERTICAL HANGER WIRE @a 4'-0" ALONG EACH PROVIDE 12 GA. HANGER WIRE 48" O.C. ALONG TRUSS & COMPRESSION POST PER U.B.C. MAIN RUNNER PROVIDE SUPPORT AT EA. CORNER OF LIGHT FIXTURES W/ 12 GA. WIRE IN ADDITION TO RUNNER SUPPORTS.>\ 45° , SEISMIC LOCKING PIN— HANGER WIRE 45 2" MAX. MAIN RUNNER AT 4'-0" O.C. SLOT END OF TUBE TO CROSS RUNNER FIT OVER CLG. RUNNER Locking Clip To Fasten Cross Runner To Main Runner Typ. Splay Bracing Detail Susbended Ceilino Detads x 4' AQT Syste 8' 01 A.F.F. 2'x 4' ACCT System 8' - 01 A.F.F. 2'x 4' A T Syste A.F.F. x 4' A T Syste 8'- 0' A.F.F. 2'x 4' A T System 8'- 0' A.F.F. 2'x 4' A T System A.F.F.— Reflected Ceiling Plan - First Floor 1/4" = 1'-0" 12 GA. VERT WIRE HANGER — LEVEL CEILING GRID PRIOR TO SETTING TUBE POST —� 1/2" THIN WALL ELECTRIC CONDUIT 45° 45 SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER. ALL WIRES ATTACHED TO 45° MAIN RUNNER(4 DIRECTIONS) CROSS RUNNER @a 2'-0" O.C. SPLICE NOTE: EXTEND TUBE TO BE TIGHT TO CLG. GRID AND STRUCT. ABOVE SCOTT P. TURNQUIS ILM. N1C. MOM ❑❑❑DAWF�1Q❑w HoV Fo❑ c�o���❑�c��oo� n 12 jai i:i�::� ,t 16 IR C N N 0-0.0IR t m ° O m tC3._�roQc� O U E EviCL Z:�3�ro0o O ro N O' E U Naii(O�r me NNoE3F-Q ro > Y C O Q C N U co y c a� E a `m Q N coo c m o TL N>Y LAC C W .m N ro >,lL 0 vi m Y a c c T E C n� w a oU) E LAS 0 0_ N C LAO 'C N mss-. N �o.21z o C L 'N •U N O C L o ro ro o ov'nro W C o O� N >,o E ro 0.2 C C N �L OU >.0 N �!! O_ O C C U ro ra.��. �a).�coE5co Z0aCL cL`ro3�N 6 L O M o w z m fn O U) n E - a N t0 0 m o = W X m O U J LL = = a S.(i U o 0 wV U) U z 0 n. K FIN Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan L. A-4 Plotted: 5/22/2008 9:41:56 AM W cd Q G K FIN Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan L. A-4 Plotted: 5/22/2008 9:41:56 AM W cd G _ Ct U 4_j O U � cd � w r14 U � K FIN Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan L. A-4 Plotted: 5/22/2008 9:41:56 AM h A G 8 m 12 _ s '14 1 Keynote Legend 1 Smoke hatch per window schedule sheet A-6 2 Wall light panels 3 Textureclad wall panel per metal building maufacturer 4 Metal siding per metal building manufacturer 5 Door per door schedule 6 Window per window schedule K l- III-- I I S--1 i I--III-1 �—III—I --III—I I --1 Ik----- Left Elevation 1 " = 20'-0" Front Elevation 1 " = 20'-0" 1 �- pil C nPm E Ar HoU IFoa 9oH1U[EMDU M 12 13 14 15) 16 1;; E N o-0. �;Q�))°� m 3._roroac° � U O x 0 a7 0 O ° -° E ° L m E(ED 3 (Ei o 0"I °ma cro N as ro E L C N m° E 3 --° a a�a�o`o�o�roa� Z c E ro ss 32 o N ro -2 C N T !_ ro T w OU N ro mac C - E a t: a) -0 E .6)2 cn c p _F_ W y C n~ 2 C O L t6 Y Z a E a °z °' in o ��r .� U O N t0 C ro° C-O� O -N O EZ C:.06_6 O.2 N O N w ro°° O C C _ 'D T O ro T N C C U ro L N aC_roe,-_-m-ro Z °U a U ro 3 N i O � o 0 W F– N N (n O � e Q � U O N cC � m L CO O a> 1� ULL U J in Z Q LL L O U 0 0 cD c Z wV o _ m U � — o Z LLI U o EL E jp C� t . t (j E Q i jg4 li ii E O � � x ct t Cd p` U E3 E # gg g i • i } ii # # �E 3 I 3 tt # t I 3 ) 3 t # # i I e # i i 3 # t e t 3 # E 3 : i E # # E 3 i t # t f i 3 # i 1 j I 3 t 1 I i # I # # i i p � i # 33 3 i a E 3 3 i I 4 E I i # # i # i # 3 i I f e # f e # i � 33 f E i i 3 t E I # # t z E 3 E i # E E .. TIT ..... .. ------------ Rear Elevation _-77 ............ .......... _77__— _T - I - 1 " = 20'-0" K l- III-- I I S--1 i I--III-1 �—III—I --III—I I --1 Ik----- Left Elevation 1 " = 20'-0" Front Elevation 1 " = 20'-0" 1 �- pil C nPm E Ar HoU IFoa 9oH1U[EMDU M 12 13 14 15) 16 1;; E N o-0. �;Q�))°� m 3._roroac° � U O x 0 a7 0 O ° -° E ° L m E(ED 3 (Ei o 0"I °ma cro N as ro E L C N m° E 3 --° a a�a�o`o�o�roa� Z c E ro ss 32 o N ro -2 C N T !_ ro T w OU N ro mac C - E a t: a) -0 E .6)2 cn c p _F_ W y C n~ 2 C O L t6 Y Z a E a °z °' in o ��r .� U O N t0 C ro° C-O� O -N O EZ C:.06_6 O.2 N O N w ro°° O C C _ 'D T O ro T N C C U ro L N aC_roe,-_-m-ro Z °U a U ro 3 N i O � o 0 W F– N N (n O � e Q � U O N cC � m L CO O a> 1� ULL U J in Z Q LL L O U 0 0 cD c Z wV o _ m U � — o Z LLI U o EL ®EN 0 C� Q O � � x ®EN 0 K on Design: TM Checked: ST Date: May 2008 Job No. 08-072 8_072 Sheet: Elevations L A-5 Plotted: 5/22/2008 10:22:07 AM C� O � � ct Cd U K on Design: TM Checked: ST Date: May 2008 Job No. 08-072 8_072 Sheet: Elevations L A-5 Plotted: 5/22/2008 10:22:07 AM .0 Zi n i F 1 W iv Cn 3 O t.D 0 zr si -b 25'-U" 25'-0" _25'- 0" 25'-0" Joe 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 1, 25'-0" 25'-0"25'-0" 52'-6" 0 rD R- cn N N N O O Go N 0 to i I d n d o Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California O are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be CHICO, CALIFORNIA 95926 (D PHONE: (530) 893-1600 FAX: (530) 893-2113 Curd ® www northstareng.com O O ° O ro 00 O I V VV O O ..3 0 N �yvy� myrq� 6 - �. E! 0 rD R- cn N N N O O Go N 0 to i I d n d o Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be CHICO, CALIFORNIA 95926 (D PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www northstareng.com O ° O ro 00 I V O O O N ® Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA N) On A i I ® Rev. Date NorthStar NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, M; a ® Rev. Date NorthStar NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be CHICO, CALIFORNIA 95926 used in any manner that may constitute a detriment directly or indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www northstareng.com �z A B G I G K :S 4 rt i 6 I 7 I C� ........ Section Detail 2 3/8" = 1'-0" 14 6 �— Keynote Legend A 1 Slab per foundation plan 2 Steel stud wall per plan 3 Acoustical ceiling the system 4 Footing per foundation plan 5 Floor per floor framing plan 6 Insulation per note A3-12 on sheet A-1 7 5/8" gyp. board, typ. per section A17 on sheet A-1 8 4' High plywood wainscott - all exterior walls 9 Protective concrete curb V Cl) C? O 1' -On Kitchen Cabinets Cabinet Detail, TYp. III IC I N 4) C -0.0 C .r.-, - u) YO O 3 Q, N ro m - % .`> On C D zM 31SVM '8 U n rn n cam» S13M01 Cz Q m D = m X M z36" MAX. C/) p = D r -i 31SbM -I r 27" MAX -T1 e 00 Z z � c O o �N � d:1�� D D S��MOl G) m z �� / rn D z (7 I -n C7 X x 0 xvw Q C mOD Zo' 32" MIN. (Y) O 0 D z m x M O o SNINdVN Cn hLl dll NyS m D D�r�0 o� o C-)o� CD zOmm ZZ 9" 6N. O a �::�mr Zp SdflO 27" MIN. O Om o = O m �7 z co^Dr<rl 0 36" MAX. Cl) z 0 Iv m D 0 X O -1=_ M W m X mZ -- O D r C) o0 _ m� n D r O- < 48" MIN. D� �a z� nm M Dp O mm Z � 01 w 0 5 N M co_ z m — y _ 1J J Cn --i m z __ 77 Cn EO Z y i D D 9" MIN. m DX D r n O 27" MIN DO m 0:u 29" MIN 34" MAX D0 r M z0 N D C C7 M 40" MAX m0 O Oc L Oct) m D Cn mm > 0 m � �m 33" - 36" O D o D mm Z D 0C) o�mm �n D V J 5 0 0 - � (n Cn TI E�: Cn -n D =O Z�frT1 D WRQ M 00 >X w m m m m D- m mz oom I— N n p O D M ==r- a- n y r c'oUo D ` OT. C� m D�Vmi mpr Q ��� n o° = m� D Om0 -Dio X O (D (D m m z D D O 7,\t a C-) ?� m O-0w(D� C� m m TT 3JD 3 < r- D r s� o � K CA m D m zz m = 30" MIN. 30" MIN. z D `Q3 r G)m DO �� r Z 5'wo Q <m -n�-nOD D o6'o g m 0°� OmZ r (o E�:zm KM? D u�-,aC0 Cn 18" mmo mom Do CDCD a) 40" FULL REQUIRED D M Z � zo M N i s Z DEPTH OF STALL 0 _ O mm C- 47" - 49" 15" MAX Oc m c0 D �Q -0 �z� �Om (D 1" _ 1"MIN. z_O z=� 48" MIN. z N 1-112" MAX. CO Co N Z O D a D v i M D Cn X M \\X . � DO zci)OODO K rn w -1 D z r DmDDm D X zmu)>37 X 01:1 Cn O mDmmM Or- CCu)X MC: 18" 0 OZ -I CO D --q Z 9000 60" MIN 0 F= --1 C. z-qmm r §o�� C!) =Dm1811--42" 4MIN OOO D D � � z 6" MAX Z °3 r zmpc) 36' IN �7 0 O rn —i 52"MIN � o�Zx p D Z O> X M D D O D Z 42" MIN 12" MAX n Cn -i 0 m 0 0 0 0 I Tl 0 Cn m X D D 70 0 zOC r`--� m N Z z z C) 0 42" MIN 12" MAX �cm �o z ZO Z O Cn�z m -� _ D Dim mz D 0� C7 Z mcn mr Z C/) Cn -< 24" MIN 1 C7 24" MIN w C A z 34" MIN W nDrD DC/) nX 52MIO D'> C w zC eTO 36" MIN ^? zo � D0� Z - 48"MIN pmD� 0) pm00 o -n O O m mz z MO om 32" MIN (n M 60" MIN �_ _ Z L O z m 4 z —� O N N zo<mo Z o z w D w O �_ Cl) Z o�z r C/) CnCn�z " m >oZD � z � r- Do n° Z � - Z z � z Cn Z O '-=mrc- - r DzZ. -i � 48" MIN r M_"� o 0 D 000° D m mmnom m0mr r r �—^^{ DomD C7KOCn W co LO M�>r D < r- z_CO M r m U) M'� C: C) q0 =*Du C= Cn0 XQ-n -f = � M:; �� {o zm-m nn O= m m DD cnx.. � C nZ pm Tzr=i G)u'c= z0 500 m�' zc OomDOz Cnrr°mm 00 m=�Oz 5_ 00 D m (n C� X7 77 m DCA m < =0 mOzm CCD -z1 0 Ln z coM -i- W om n Cn M XDOr- OT* m 02ZO Cnz <0=0 DO M70Cn 7- �Mr- cnD � n =m M 33" 33" TO 36" µ 17" TO 19" 00 m mr- M_ -n000D N XX v z M L z M >- C X Oc ;l1 11 ZZ N? „ X 00� zDr-m00 C C mC W �? -n m C Z D 1 rn mn�� 17 TO 19 �' O o M z- z z=-- -� N D o� D D X 0 o �� m m cc X X D m r 0 -I� O= M D om X X x mz�� v_' x = m 0 m 0 =� m �' I- < N �L O om N n n X z 0 Cn z Z Cn n r m zz== �7 < �_ --1 D m o G) ^' D 0 O C-) K g OOmm m Cn m Cn m m m z O z cnmzz z — (=n m r o� p r Cl)lr r c CnDD O C r nz, 0 m z 0 FU Cl) O z DQmm Z z m A m O� O O '� rJN - W 0 Cn =_ c m D M o�00 M Z 22 m -0 o r m o -000 We o� z z O 0 C -D-I D�� D 19" MIN vD z m Z m m zDD � D m 0 D0 r n19" MIN � = o Omm DO 33" 711 000 0 M � G) frl z Or a o m �p� �mo� O o D -H m O r C/) Cl) Cn-� O �� O p 0 z C O O 1� X =Carr- fll 1mcf) z D m m Iv o M 0 X > � X O= Cf) m m n -mi m - Cn M < Z D O z p v) 0 MM m z O Cn g 1 z mG) �'X G� N M IUD z a = r Oot� z Cl) NN�a c� zL rn rn a 0m Cl)o SgmA z 0 X X 00 Domo E) M0 p !'9 C) 33" m n f CID C- b 0 0 Rev. Date 0 d PdbrthStar d ® Expansion For: X > r� p NorthStar Engineering expressly reserves its common law Cn p. copyright and other property rights in these plans, including the N d Smucker Quality Beverages Civil Engineers • Surveyors principles of design. These plans are not to be reproduced, changed, copied or loaned in any form or matter whatsoever, nor N Q Chico, California are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 co 0 written consent of NorthStar Engineering. They are also not to be 00 o (1-D1 `3 37 Speedway Ave. used in any manner that may constitute a detriment directly or �.o Q p CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings N00 is an agreement to these terms. Chico CA N PHONE: (530) 893-1600 FAX: (530) 893-2113 ® ® www.northstareng.com D 13 r ?t17 ' {': 12 1: 4 '15 1 O N N 00-04 w ° 0 3 � N fiS AC� > O O �-b 3 a� 0 ac � E ca3 d E 44" MIN. EO"m ".� PoT.- -ooE3F-�V �36"MIN. �a-0m�L�� J D a 10 O o~ m ZcE�coo Ncm ao�¢ TL N TY ST C Q c c w> ao E y x mN o o� E Fa �..- o C N N W voi o H o m �. T 5 a 2z ° N L O N O / C p U U cd N 0 C �'ao o EZ c� oa N E W (d p O 0 C C 0 O T 0 _ N O COT (n O ) L N U m a ��CP EXTERIOREXTERIOR STAIRS o o - INTERIOR STAIRS Z U a o m S `3 .s !� UPPER APPROACH AND LOWER UPPER APPROACH AND ALL 2 1/4" 1/2" MAX TREADS MUST BE MARKED TREADS MUST BE MARKED 1 MAX AT 1:2 SLOPE 2" MINIMUM 1" MAXIMUM FROM STRIP WIDTH AISLES THAT SERVE AISLES THAT SERVE EDGE OF TREAD ONE SIDE ONLY BOTH SIDES WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM C N ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. >% o (PAINTED STRIPS ARE ACCEPTABLE) O ca .^ w L = N N FINISH FLOOR EVEN. N 0 n m Q E COMPRESSED CARPET = o ¢ E +1 1/2" 1/4" MAX. BELOW THRESHOLD VISUALLY IMPAIRED WARNING STRIPING ■� i `) m P THRESHOLD (� = o LL C V U � 0 r Z o c STAIRWAYS W_" o = Cl) C) U o0 � o > U Z is 0 + MAT CARPETING MUST CONSIST OF: LEVEL LOOP TEXTURED LOOP - - LEVEL CUT PILE, OR + 1-1/2^ THE MINIMUM REQUIRED WIDTH LEVEL CUT/UNCUT PILE OF AISLES IS MEASURED AT `� 32 MIN. THE POINT FARTHEST FROM NOTE: Provide a bumper in AN EXIT, CROSS AISLE OR pocket to prevent FOYER, AND SHALL BE INCREASED HI MAX. PILE rrecerdf ng. fully BY 1-1/2" FOR EVERY 5' OF THICKNESS I g' SLIDING DOOR EDISTANCE TOWARD THE EXIT, CROSS AISLE OR FOYER. + 1-1/2" E _ 24" MAX. IF PILE HEIGHT EXCEEDS 1/4", THEN EDGES MUST HAVE BEVELED TRIM. FIRM PAD L32" MIN. 32" MIN. Q EXPOSED EDGE HINGED DOOR FOLDING DOOR DOORWAY MUST BE 1 SECURELY OR RECESSED INTO MINIMUM CLEARANCES AT DOORS REQUIRED AISLES WIDTH TRANSITION TRIM DOOR LANDING AISLES THRESHOLDS AT DOORWAYS PULL SIDE J% • 24" MIN. U Ct 18" MIN. G Q) O10" MIN. BOTTOM RAIL X 0 12" 1-1/4" MIN z 1-1/2" MAX RUBBER BUMPER ON CHAIR z o KICK PLATE AT DOORS ?0� LANDING 3:J � V1 PROVIDE THIS ADDITIONAL p z_ SPACE IF DOOR IS EQUIPPED o X WITH BOTH A LATCH AND A CLOSER. `��� LEVERS PUSH/PULLS PANIC BARS V P H PUSH SIDE NOTE: Inner handrails at landings that l �I double back or immediately turn shall K4^ coM 12" MIN. be continuous and shall not extend into ` J landing or path of travel. 70 311 X: Extension of the handrail shall be I 3 SEC. equal to the tread width plus 12 inches1-1i2'IN MIN. } to the end of the level portion of the J ??----11 TYPICAL DOOR LANDING CLEARANCES handrail. ) DOOR CLOSURES, IF PRESENT, MUST 30"- 4" 30"- 4" l � BESET SO THAT IT TAKES DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES FLOOR FLOOR TO WITHIN 3" OF THE LATCH. ' MAX X ACCEPTABLE DOOR HARDWARE 1 48" MIN. 1/8" MIN. RADIUS &MOUNTING HEIGHTS LANDING 12" 1-1 /4" TO f— 1-112" o x ti� 1-1/4" TO NOMINAL DIA. DOORS 1-1/2" 1-1/4" MIN 1-1/2" MIN 1-1/2" MAX 12" MIN. " 1 1/2" MAX. 1 1/2" MAX. 11 MIN. -- ,i 60 60 8" MIN. j 1 1/2" MAX. 0 12" MIN. 34"-38" AX. L 71 AX. 27" MAX. 34"-38" MAX. 27" MAX. - 1/8" MIN. RADIUS ( YP.) Design: TM FLUSH RISER ANGLED NOSING ROUNDED NOSING Checked: ST K EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN USABLE TREAD WIDTH AND EXAMPLES Date: May 2008 TWO HINGED DOORS IN SERIES A - Tread width Y- The minimum handrail extension B - The minimum handrail extension required at each top riser of 12 inches plus the widthof OF ACCEPTABLE NOSING . ,; %O., p.3. ��' � J� No. 08-072 tread required at each bottom STAIR HANDRAILS �� ��_®®- riser. - ' - R7 11 Sheet: ADA Details CLEARANCE AT DOORS HANDRAIL EXTENSIONS @ STAIRWAYS 0 L ADA- H(YT �o0 � c�oEZ3"M oH Plotted: 5/22/2008 9:42:17 AM 12 1 13 qqa 4 :. i GENERAL CONDITIONS: REINFORCING STEEL: STRUCTURAL STEEL: REQUIREMENTS FOR SPECIAL INSPECTION: 1-1 The Contractor shall verifyall dimensions detail nconditions- s a d lob site prior to commencing work and notify the 5 1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, 17-1 All structural steel framing shall be detailed, fabricated, and constructed per the specifications and code of standard The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shall Welding electrodes shall be E60XX for 18 gauge and lighter and E70XX for 16 gauge and heavier. Engineer of any discrepancies. 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of practice set out in the latest edition of the AISC, Manual of Steel Construction, except where modified by the be employed by the owner and not by the contractor or any other person responsible for the work. The special inspector 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Building All fabrication shall be done in a shop that is acceptable to the structural engineer and the building department. ASTM A 185. applicable building code. must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance Continuous, full-time inspection of shop fabrication shall be required. Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal, 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be 17-2 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A unless otherwise noted. with the applicable buiding code. Inspectors shall be approved by the building department prior to the issuance of a one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to State, and Federal regulations. tightly -nested in both the top and bottom tracks and fastened per the structural details. staggered 5'- 0" minimum. 17-3 Structural steel W -shapes shall conform to the provisions of ASTM A-572-50 or A-992. M -shapes, HP -shapes, building permit. 1-3 All work is subject to the approval of the building official's field inspector. 5-3 Reinforcement cover shall be as follows: Channels, Angles, Structural Tees, and plate steel shall conform to the provisions of ASTM A-36. provide shoring (designed by the Contractor) for the wall while compacting backfill. 21 2 U 1 t d th If h t b d • d t d t t h I d d t f t• 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the Concrete cast against and permanently exposed to soil: 3" clear 17-4 Structural steel shall be ASTM A53, Type E or S, Grade "B" for pipe and ASTM A500, Grade "B" for tube steel. All concrete shall be properly consolidated. construction. Aggregate size shall be a maximum of 1-1/2 in foundations and 3/4 at all other locations. Maximum aggregate size Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear 17-5 All steel shall be clean and free of deleterious materials (i.e. excessive rust, mill scale, or grease) at the time of High Strength Bolting 1-5 The Engineer is responsible for the structural items in these plans only. Should any changes be made from the 3-8 #6 bars and larger: 2" clear delivery to the job site. The portions of work that require special inspection are all connections with high strength bolts. The duties of the inspector greater than four feet (4'-0") tall, a second row of weepholes shall be placed three feet (3'-0") design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated Concrete without soil or weather exposure: 3/4" clear 17-6 All steel shall be shop painted except where encased in concrete or sprayed fireproofing unless otherwise noted on shall be as noted below: addition of construction materials or loads), the Engineer will assume no responsibility for any element or system of the structure. 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent. the drawings. Verify tensioning of all A325 and A490 high strength bolts by use of a calibrated torque wrench or "turn of 1-6 Additional layouts and/or plans site plan, plumbing, heatingand ventilation mechanical etc. b others unless y P ( P ' P g' ) y 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete 17-7 Openings shall not be cut into any steel members without approval from the Engineer or unless noted otherwise on the nut" method. All test loads verified by use of a load cell torque device. All procedures are to be in otherwise noted or indicated on the drawings. Depending on the composition of the soil behind the retaining wall, some staining of the wall may occur where placement. the drawings. accordance with the applicable building code and per RCSC specifications of the AISC Manual of Steel 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 17-8 All bolts at moment connections shall be slip critical. Contact surfaces for slip critical bolts shall be free of paint prior Construction. they elect not to obtain a permit, these plans shall be considered null and void. 5-7 Each reinforcing bar shall be wired to a cross bar at a maximum spacing of 2'-0" o.c. each way for bars in to layers 9 P 9 Y P Y to erection and field painted following completion of construction of the connection. The Contractor is responsible for ensuring all drainage systems are maintained and in working order at all times 1-8 In the event certain features of the construction are not fully shown on the plans or called for in the notes or of reinforcing (or in areas where only one layer of reinforcing exists) and T-0" o.c. each way for bottom layers of 17-9 The structural steel fabricator shall furnish shop drawings of all fabricated steel for the Engineer's review prior to any Field Welding 16-10 specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed failure of the wall can occur if maintenance is neglected. reinforcing. All perimeter intersections of reinforcing bars and a minimum of 50% of interior intersections shall be fabrication. Erection of steel shall not commence until reviewed shop drawings have been received by the fabricator /contractor. The portions of work that require special inspection are the field welds as shown on the plans. The duties of the inspector decking (prior to fabrication) and shall contain the following information: b the Engineer and Owner prior to construction. Y 9� P 4-1 tied, subject to the spacing requirements in the preceding sentence. shall be as noted below: 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not over subgrade and subbase per geotechnical report. If a geotechnical report is not provided or does not specify the 17-10 All fabrication shall be done in a shop that is acceptable to the building official. against the backside of the wall full height from the bottom of the footing to the top of the wall. show the method of construction. The Contractor is responsible for the method of construction, and shall provide all Reinforcing bars shall be supported by chairs at 3 -0 o.c. maximum for #3 and #4 bars, and at 4 -0 o.c. maximum 17-11 All welding shall conform to the American Welding Society specifications. All welding shall be done by certified, All structural field welding to be inspected by an AWS or ICBO certified welding inspector. All welds are to 4" minimum of free draining aggregate base (graded such that 100% passes a one inch sieve and none passes a #4 dr measures necessary to protect the public, construction workers, and the structure during construction. Such for #5 and larger bars. experienced welders. be visually inspected to be in conformance with AWS D1.1 specifications. measures shall include forming, shoring, bracing, scaffolding, etc. 5-8 Not less than (2) #5 rebar shall be provided around all window and door openings in all concrete walls. Such bars 17-12 Welding electrodes shall be E70XX or shielded wires with Fy>70 ksi. 1-10 The design, detailing and / or specification of all systems (not shown on the plans) for the prevention of water / vapor shall be extended to develop the bar beyond the corners of the openings not less than 30" min. Where there is not 17-13 Non-destructive testing by either radiography or ultrasonic testing shall be provided where required by the applicable High Strength Concrete 12" diameter) shall be utilized to ensure that soil erosion does not occur anywhere in this area. infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum spacing of room to extend the rebar to that length, a "standard hook" may be provided not less than 15" beyond the opening for building code. The portions of work that require special inspection are the placing of concrete and reinforcement and taking of test limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous the purposes of developing the rebar. 17-14 Special inspection shall be provided where required by the applicable building code. specimens for the concrete (required for all concrete with f >= 3,000 psi). The duties of the inspector shall be as noted Steel rebar or wire mesh in slabs shall be located in the center of the slab. waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. 5-9 A standard hook„ is defined as either a 180o bend plus a 4 bar diameter extension, but not less than 2 1/2” 17-15 Provide non -shrink grout under all baseplates as required to assure uniform bearing at columns.. Grout shall be a below: 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. •obsite at the free end of the bar or a 90° bend plus a 12 bar diameter extension at the free end of the bar. Hooks for nonmetallic, premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM -All concrete mix designs shall be prepared b a recognized testing laboratory g P P y 1-12 All materials stored on the shall be protected from exposure to rain, snow or other harmful weather conditions. 1 p p stirrups and ties shall be as follows: C-827. Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. and copies shall be sent to the Engineer for review. Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended by the respective material manufacturer for optimum results. Do not install products under environmental conditions All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance 1. #5 bar and smaller, 90° bend plus 6 bar diameter extension at free end of bar, or 17-16 All welds used in members and connections in the Seismic Load Resisting System shall be made with a filler metal -Observe the concrete as it is being placed in the forms. Ensure that concrete is outside the respective material manufacturers absolute limits. 2. #6, #7 and #8 bar, 90° bend plus 12 bar diameter extension at free end of bar, or that can produce welds that have a minimum Charpy V -Notch toughness of 20 ft-lbf at minus 20° F, as determined by per section 3 of the general notes on sheet S-1. concrete sealant. 3. #8 bar and smaller, 135° bend plus 6 bar diameter extension at free end of bar. AWS classification or manufacturer certification. -Ensure that reinforcing is in compliance with the plans. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to -Test specimens shall be per the applicable building code. perform for the project. Under no circumstances shall inexperienced labor be utilized. Each specimen shall contain at least four cylinders, including one for COLD -FORMED STEEL: HARDY WALL (BRACED FRAMES AND WALL PANELS): testing at seven days and two at 28 days. If the 28 day results are below the minimum specified 28 day strength, the extra cylinder shall be tested at 56 days. Compressive FOUNDATION: strength tests shall also include test results for slump and entrained air (if specified), 14-1 All cold -formed steel framing shall be detailed, fabricated and erected in accordance with the latest edition of the 20-1 Contractor is responsible for installing Hardy Frame wall panels in accordance with all manufacturer's and shall be sent to the Engineer for review. 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be American Iron and Steel Institute (AISI) "Specification for the Design of Cold- Formed Steel Structural Members." recommendations / details and ICC -ES Report PFC-5342. -Provide report to the building department as noted below. encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may not be shown on these plans are approximate and may not be complete. 14-2 Galvanized steel shall meet the minimum requirements of ASTM A446 Grade D (Fy = 50 ksi) for 12, 14, and 16 gauge 20-2 Wall panels shall be clean and free of deleterious materials at the time of placement. 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete members. ASTM A446 Grade A (Fy = 33 ksi) shall be used for 18 gauge and lighter members. 20-3 Wall panels shall be in good condition when delivered to the site. All components of the panels shall be formed from ASTM A 653 SS Grade 50 Steel and shall have a hot -dipped finish (G60 minimum). Samples of inspection reports shall be provided b the special inspector if required b the building official Reports shall P p P P Y P P (� q Y 9 )• P or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support 14-3 Cold -formed steel members shall be of the type, size and gauge as shown on the plans and shall not be punched galvanized 20-4 Screws used for all installations shall be Hardy Frame screws manufactured from AISI C 1022 steel (SAE Grade be submitted to the building department within seven calendar days of the inspection. All inspector's reports notingdiscre discrepancies to be filed with the building department week) aurin construction whether corrected or not. All inspectors P 9 Py 9 P 2-3 are of approved wood of natural resistance to decay or treated wood is used. Cuts and fills are to conform with the requirements of the applicable building code. unless specifically noted on the plans. 5) and shall have a finish coat of zinc and dichromate. They shall also be identified with the manufacturer's name daily logs shall be maintained on site for review by the building inspectors. 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. An unusual soil conditions such PP 9 Y 14-4 Provide all accessories including, but not limited to tracks, clips, web stiffeners, anchors, fastening devices, resilient clips and other accessories required for a complete and proper installation, and as recommended by the and address, the product name and the evaluation report number. as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. manufacturer for the steel members used. 20-5 Wall panels shall be indentified by labels bearing the manufacturer's name and address, the product name and 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall 14-5 All fastening of components shall be with self -drilling screws or welding as shown on the structural drawings, unless model number, the evaluation report number, the fabricator's name and the name of the control agency. extend into firm, undisturbed native soil 12 inches minimum below existing grade k 1 inches minimum where should be reduced to 3/8" where wall thickness is less than 6" nominal or where reinforcing is sufficiently congested to otherwise noted. All welds of galvanized steel shall be touched up with zinc -rich paint. Wire tying of components 20-6 Wall panels shall not be cut or drilled unless prior approval has been obtained by the Engineer. pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). 14-12 shall not be permitted. 20-7 Contractor shall provide all components and accessories necessory for a complete installation including, but not 2-6 Fill material shall be free from debris, vegetation, and other foreign substances.° 14-6 Welding electrodes shall be E60XX for 18 gauge and lighter and E70XX for 16 gauge and heavier. limited to Hardy Frame panels, fasteners and templates. 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative 14-14 Provide non -shrink grout under all tracks as required to assure uniform bearing at all walls. Grout shall be a nonmetallic, construction or other loads occuring within twice the height of the retained soil behind the wall (i.e. for a 5'-0" wall, compaction per ASTM 1557. 14-7 All fabrication shall be done in a shop that is acceptable to the structural engineer and the building department. these loads shall occur at least 10'-0" or greater behind the wall). These loads include loads from construction 2-8 The bottom of all footing excavations shall be clean and level. 16-3 Continuous, full-time inspection of shop fabrication shall be required. equipment or vehicles such as bulldozers, cranes, etc. or for storage of construction materials. The minimum 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 14-8 Wall panels shall be prefabricated under shop conditions. The studs shall be squarely cut plumbed, aligned and RETAINING WALLS one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to tightly -nested in both the top and bottom tracks and fastened per the structural details. 21-4 Vertical contraction joint design and spacing shall be provided by the Contractor. As a minimum, contraction joists the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall 14-9 Lifting and transporting of prefabricated panels shall be done in a manner so as to not cause distortion in any member. 21-1 Backfill shall not be placed until the wall concrete or grout has cured fora minimum of 21 days. The Contractor shall be provided to an approved alternative method of diverting water away from the foundation. 14-10 Splices in vertical members shall not be permitted. Splices in horizontal tracks shall not be allowed unless provide shoring (designed by the Contractor) for the wall while compacting backfill. 21 2 U 1 t d th If h t b d • d t d t t h I d d t f t• 2-10 Foundations shall not be scaled from Ian or detail drawings. - n ess no e o erwise, Vita s ave no een esigne o accommo a e permanen sur" arge oa s ue o 0o Ings, P x specifically noted and detailed on the structural drawings. large vegetation (trees or bushes greater than 6'-0" tall), light poles, flag poles, fences or other loads occuring within 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown 14-11 All weldingis to be performed b certified light gauge welders for all appropriate direction , per the latest anchors or straps embedments and column baseplates prior to the foundation inspection the placement of concrete P Y 9 9 9 () P twice the height of the retained soil behind the wall or on the wall (i.e. for a 5-0" wall, these loads shall occur at least and/or the installation of structural framing members. should be reduced to 3/8" where wall thickness is less than 6" nominal or where reinforcing is sufficiently congested to edition of the AWS D1.2. 10'-0" or greater behind the wall). Retained soil at top of wall shall be graded flat (i.e. no slope is allowed) unless 2-12 Anchor bolts are to be as follows: 1/2" diameter in Seismic Design Categories A - D and 5/8" dia. in Seismic Design 14-12 All cold -formed steel elements shall be delivered to the job site free of distortions or damage of any kind. noted otherwise. Categories E and F, with 7" minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise 14-13 Temporary bracing where required, shall be designed and provided by the contractor until erection is complete. 21-3 Unless noted otherwise, walls have not been designed to accommodate temporary surcharge loads due to noted on plans, shearwall or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of 14-14 Provide non -shrink grout under all tracks as required to assure uniform bearing at all walls. Grout shall be a nonmetallic, construction or other loads occuring within twice the height of the retained soil behind the wall (i.e. for a 5'-0" wall, sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x3"1/4" washer. The Contractor shall provide 20 gage end closures for all metal deck with concrete fill. premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM C-827. these loads shall occur at least 10'-0" or greater behind the wall). These loads include loads from construction Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 16-3 Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. equipment or vehicles such as bulldozers, cranes, etc. or for storage of construction materials. The minimum 14-15 Solid blocking (siza and gauge to match joists it is framing into) shall be provided over all bearing walls, shearwalls or other distance shall be maintained at all times or shoring must be provided for the walls to accommodate these loads. CONCRETE: supports, and at mid -span of floor joists and roof framing u.n.o. 21-4 Vertical contraction joint design and spacing shall be provided by the Contractor. As a minimum, contraction joists 3-1 All concrete shall have a maximum slump of 4" +/- 1 ", unless otherwise noted. All foundation and slab on grade 14-16 Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured steel will not carry load shall be cut or formed to a depth approximately 1/4 he thickness of the wall and shall be lace vertically 20 fee P pp y t placed e y at t to 25 feet on center maximum, but not greater than two to three times the height of the wall, along the length of the concrete has been designed for a minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless and must be replaced. wall. In addition, they shall be placed at the following locations: f = 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other concrete otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the above foundation level has been deigned for fc = 3,000 psi after 28 days curing and shall require special inspection. All concrete shall be properly consolidated. - At abrupt changes in wall thickness or height Aggregate size shall be a maximum of 1-1/2 in foundations and 3/4 at all other locations. Maximum aggregate size 3-7 Construction joints shall be clean and wet prior to placing concrete. - Within 10'-0" of wall returns that create discontinuities (i.e. "L" or "T" intersections) '� •,, 7 c' d , ''r r y` ; � ��� 1`•-•E " f r i�'•, `'jj '::i S rf...:i il..,� ty , (��...+.! L:;%i i � � ( .�;' i i;.., �. �,Y I e: f L L H L Plotted: Thu, May 22 2008 Em � c0> a? Ns� m o °, °' �=or��_ E E a o c E � `i 3 Y'� in c o U ro 0 3 N C0 m C (n a.0 m >,.c v c Q) a, w o o a W E ro P E c 'om � L 'C T O E L O C rU) 0 z 20 N m N Z c fn o E Tv� °xi a c c c o c •- � o) O`L •� C `° •D c a (310 o ro o N �oci=�� O O U 03�mo W ro O U O .0 O U (O L N ._-- O C C (� m T C) U C O Q L... T U C Q7 ❑ C C', O O U Z o a U c o m -cc Q M N rn ro ° C) co E o tD O U N U-) iu =L - � O t9 .0 52 a a _ i Z U_ Ctf M x 0o o c d U U 7:1 O ; d - Q Q 3 C ° M U 3 O v O U co W 0 Cn U c) m U z CD a� should be reduced to 3/8" where wall thickness is less than 6" nominal or where reinforcing is sufficiently congested to METAL DECKI NG. 21-5 A 12" wide (minimum) "wall" of full -height, clean, free -draining material (drain rock) shall be placed directly behind ST prevent proper placement with a larger diameter aggregate. May 2008 Job No. all retaining walls. A "wall" of geotextile filter fabric shall be placed between the drain rock and the soil behind it. 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 16-1 Decking shall be galvanized steel (ASTM A 446, Grade A) with a zinc coating (ASTM A 525, G60). Drainage for the retaining wall shall be provided by one of the following methods: 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 16-2 The Contractor shall provide 20 gage end closures for all metal deck with concrete fill. Option #1: A four -inch (4") diameter continuous perforated drainpipe shall be placed directly behind all 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 16-3 Decking shall be stored and installed per manufacturer's recommendations and specifications. retaining walls at the base of the wall). The pipe shall drain sloe to daylight. Where water in ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a 16-4 Any decking which will be in contact with concrete shall have vent tabs per the mfrs specs. the pipe would be required to run horizontally more than 40'-0", a return (drainage outlet) of the maximum alkali content less than 0.45% by weight. 16-5 All decking should bear on supports to a minimum of width 2". same diameter shall be provided in the pipe to allow for drainage directly through the retaining 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and 16-6 Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless wall. the applicable building code. otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the 3-6 All concrete shall be properly consolidated. concrete depth over the metal deck. Option #2: Three inch (3") diameter weep holes placed horizontally at 6-0" to T-0" on center at two to four 3-7 Construction joints shall be clean and wet prior to placing concrete. 16-7 All metal deck shall be fastened to the structure and individual sheets shall be interconnected inches (2" to 4") above ground level may be substituted in place of option #1. If the wall is 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the job site is not permitted at the side laps as indicated on the structural drawings. greater than four feet (4'-0") tall, a second row of weepholes shall be placed three feet (3'-0") unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated 16-8 Openings shall not be placed in the metal deck / concrete fill without Engineer's prior approval. above the first row. A coarse filter fabric or mesh should be placed directly behind the weep at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and 16-9 For conduit placed in the concrete fill, all of the following conditions shall be met: holes to prevent loss of small gravel. retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be fogged or sprinkled with cool water just before concrete is placed. 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness Depending on the composition of the soil behind the retaining wall, some staining of the wall may occur where 3-9 All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically above the top of the flutes of the metal deck. methods of drainage that depend on running water through the wall are utilized. noted otherwise. 2. Conduit shall be placed within the middle -third of the overall slab thickness. 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. 3. A minimum of 12" (edge to edge) shall be provided between individual conduits. The Contractor is responsible for ensuring all drainage systems are maintained and in working order at all times during construction. The Owner is responsible for their maintenance upon completion of construction. Catastrophic CONCRETE SLAB CONSTRUCTION: 16-10 Shop/ erection drawings shall be provided for the Engineer's review for all work involving metal failure of the wall can occur if maintenance is neglected. decking (prior to fabrication) and shall contain the following information: 21-6 The Contractor shall consult with the Owner to determine if the wall use will be such that the outside face of the 4-1 Slabs on grade shall be as noted per plan (4" thick w/ #3 at 18" o.c. each way, minimum if not noted) and placed 1. Deck layout, framing, and supports, with dimensions and sections. wall must be dry at all times. If so, it is recommended that waterproofing (designed by the Contractor) be placed over subgrade and subbase per geotechnical report. If a geotechnical report is not provided or does not specify the 2. Type and location of welds. against the backside of the wall full height from the bottom of the footing to the top of the wall. requirements for the subbase, contractor shall provide 2" sand over 10 mil visqueen (vapor retarder membrane) over 3. Details of accessories. 21-7 Walls shall be laced so as to meet the slope setback requirements of Figure 18-1-1 of the latest edition of the CBC. P P q g 4" minimum of free draining aggregate base (graded such that 100% passes a one inch sieve and none passes a #4 dr sieve), over subgradefree compacted to a minimum of 95% relative compaction. A vapor retarder membrane is not Shop / erection drawings shall not contain any reproductions of the structural drawings and 21-8 If wall location will be such that water flows are expected near the base (toe; at the outside face) of the wall, required where migration of moisture through the slab from below will not be detrimental to the intended occupancy shall be complete and stand alone, such that they do not refer to the structural drawings. measures such as vegetation /ground cover, erosion -control mats and / or strategic rip -rap placement (minimum of the building unless otherwise required in the geotechnical report. Decking shall not be placed until the reviewed shop drawings have been received in the field. 12" diameter) shall be utilized to ensure that soil erosion does not occur anywhere in this area. 4-2 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum spacing of 21-9 It is strongly recommended that guardrails be provided at the top of the wall for all walls where greater than 30" of joints shall not exceed 15' in any direction. The electrical contractor shall submit shop drawings which contain proposed conduit layouts soil is retained. 4-3 Steel rebar or wire mesh in slabs shall be located in the center of the slab. for the Engineer's review a minimum of two weeks prior to installation. 4-4 Where a vapor retarder membrane is required, it shall be installed without any holes or areas that are uncovered. All seams shall be overlapped and sealed continuously with tape so that the seams are vapor tight. Where objects protrude through the vapor retarder, such as pipes, the vapor retarder shall be completely sealed around the object. All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance against potential moisture problems is desired, consideration should be given to the use of a quality commercial -grade concrete sealant. '� •,, 7 c' d , ''r r y` ; � ��� 1`•-•E " f r i�'•, `'jj '::i S rf...:i il..,� ty , (��...+.! L:;%i i � � ( .�;' i i;.., �. �,Y I e: f L L H L Plotted: Thu, May 22 2008 Em � c0> a? Ns� m o °, °' �=or��_ E E a o c E � `i 3 Y'� in c o U ro 0 3 N C0 m C (n a.0 m >,.c v c Q) a, w o o a W E ro P E c 'om � L 'C T O E L O C rU) 0 z 20 N m N Z c fn o E Tv� °xi a c c c o c •- � o) O`L •� C `° •D c a (310 o ro o N �oci=�� O O U 03�mo W ro O U O .0 O U (O L N ._-- O C C (� m T C) U C O Q L... T U C Q7 ❑ C C', O O U Z o a U c o m -cc Q M N rn ro ° C) co E o tD O U N U-) iu =L - � O t9 .0 52 a a _ i Z U_ Ctf M x 0o o c d U U 7:1 O ; d - Q Q 3 C ° M U 3 O v O U co W 0 Cn U c) m U z CD a� MEM Checked: ST CZ May 2008 Job No. 08-044 8_044 Q S-1 N C O MUU Ed U O 'co C 0 W � � U � CO Design: MEM Checked: ST Date: May 2008 Job No. 08-044 8_044 Sheet: S-1 I2 , D E K II Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 1' - 011 1' - 611 FS1.5-1.5 #4top and bottom 6 s1 a <f; I <1 I i2 '13 i 1 1' � 1> 1i, Structural Column Schedule Mark Family and Type . .,. ; ' e ° e J 4a d"" - - A - - , ad '? 1.4 ' - , ° - o--4 ' 7\ "' ,, •d .ate x _ e e a Pipe -Column: PIPE4SCH40 - 4 ' - -*=4: . - ,1 4 :; : d " . Spread Footing Schedule - Metal bldg Description Width Length Thickness Transverse Rebar Longitudinal Rebar Hairpin Anchor Bolt Embedment FS1.5-1.5 1' - 6" 1' - 6" 1' - 6" (3) #4 (3) #4 i NOTES: 1. CENTER FOOTING UNDER BASE PLATE IN EACH DIRECTION AS REQUIRED. 2. FOR ANCHOR BOLT LOCATIONS SEE METAL BUILDING PLANS. 2 3 - , .'.d -e ` , , 4 R - ter .. 4 . ad, b. - •` - fid- ° .- a ;`�;�'• •d d -.. a a . I . I � /� "' 12 LEGEND OINDICATES ANCHOR BOLT / HOLDOWN TYPE PER "ANCHOR BOLT / HOLDOWN SCHEDULE" ON SHEET S-1. C DETAIL / BUILDING SECTION REFERENCE DRAWING NUMBER A-8 NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 OF THE GENERAL NOTES ON SHEET S-1. 2. SEE SHEET S-5 FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION (NON -LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET S-5. 4. USE DETAIL 4 ON SHEET S-5 FOR SLAB CRACK CONTROL. pG�C �0 ]LaG�� HQT 17oa c Q)M3VRU97TD)H 13 1.t 1a 16 I A c E �N `m ° 2 roc, � ° `o 0 o o a �° U O X O t- O C 7 7 N C fn � m Em - 10 ° ro a7 5 � -, E U 2 a t0 L. t y c .- a, o E 3H -o n Zr 0° m c a) 0 €� �.�a TL fn G .'C.- m p .0 utni .m N ro )' W U a' y . Y'C C >.. C d N N ro0 � E 'p] �QF O a)1r L W O c O Wit-. N IT O T Z O 65 O C t (n 'O � ° c C oa a]ro rooaci �-0-0'a a] aci EZ ct°n� 0Ei W ro 0° O C C m �! m 0_ m° C C U ro o ° T U C .- . -p 6 C o ac ro a,. ro:o ro Z U a U ro 3 7 C. i O ` — LJ ^^ W Y H N N L � M M rn M E 0 6 Q o ° O U L E m z ` C $U M = o ;� T i 0 Z ¢ W � S2 9�-°° O 0 - 5 u.l U LD _ N U p iE O U z d N z F..1 i Q) n 1• Q) ed ° .14,". - ..\ .. . ' ,\G. C) Q) .°d ., . - - " a vd, - NV W � n M \ d °' A _ r �� p ., r � � U C ff^�� v Fi x W � � v1 t U CO _ - { d ,e , . . . - - . - - - e '- - � - - .' 4 ''� vl .. - . - d e q4 - Q , , - v - - 4 .e ,, - , v. - - -J, _ ; L, ,. d ,fie a - . d-, • - -, a ' .. Gr <- _ ... A e 4 ; <d . . •d- .,'c ,°- "' � , -e ,- e 4- ,` ,-a°- ,;.. .Q ,-a, .e. ,aa,, a _, •d -�`� ° '], -d a a;,- - ., ° "-, v d _,°e - .;a9 -'; .G ... . .n 4 d• .,. .4-,2 b .4 , . ,. ., v - q na - a a ' - '' y 4 , - e -. •. -, ,,n'° , ' , 4 ,_ ' _ d ° e d -d ' . =- . -d' , ,• _ .•d .- '61 - _.., - 4-'• , ,d ,d .e 4 -,. ,, . L - , G, ., _ d .. -d - - .. 4' ° , , d , n d a - - , . ,4 . e d . d . ' ., _ - - d d - , v ' v - . - ' 1 a c, - v .- a' - - - e 4 - .G' - w - v e• 'd b 4 ad. :�-. '- . .. - ,_ . � .A- - v . - d e,. d'd b y - - - .. . ;. �4.. .. -e ° ` . °a .e ._ _ - , ° `' 6" CONCRETE SLAB PER SECTION 4 ON -� � ..° q \e ���-� e �- a ° - " -" SHEET S-1 W/#4 AT 18" O.C. EACH WAY �'- °.�� � a ,'. ..fid ' .I .< 4' ` , e, ' V AT CENTERLINE OF SLAB.\' .' A , _ . _ , a - e d' v a -, ° A° - - ' .q - -\ da. ' - .dq _ ^ 14 ' ., \ ., . 4 d - - 14 '.. .. . ., - -.v _ .. . d d Y d� e n .° . d. . _ , .. . . 4 ., - , - _ d 4 .. ' 6- - d, -. . . - - .- ' e.. ° d �- —., -a' 'G - .. .a• .' e - -.. e - ed •v - 1,-�- a d e ed'. n, a ° �'°d ° ° ` a•4 e ' A l� ..8 ''°] 4' 'A, . , , d ` '_ Q J °.4, - ,. SPECIAL NOTE: .LI., v - - �� : rl .,I` 4`° .;- : :. � ;aa 41 -,,,`. . ..; n; �- . ` :' °:aa ,"4 "'a -, :e DOOR THRESHOLDS EXIST IN VARIOUS LOCATIONS THROUGHOUT II'_, „\ • 4, ..,1- I.- ,°. ,._ee , ,. ..: , , ,°a -,-. .. a � `\ - THE PERIMETER OF THE SLAB. PLEASE SEE THE METAL BUILDING ° , . . , 1-- ° SII' ',. ' ;. 'd ` t I ,' .' �e I° MANUFACTURER PLANS FOR THE DETAIL TO BE UTILIZED IN ' �- a; - ' n` '° ^ , tr; ; -, THESE LOCATIONS. . ; , , : tr , LI �j d4 . q_ . ' ' - I , ; ;4." : , - -- a .. . - J d 4 ° '° •. • 4 < v a 4- _ - -• ° . , d •• _ a- u e4, -a! 4 d d' " A. , 4a— - - ,. b. - .. 4'e ... - , e. . - -, _. °�•. ' -. a .. ° S ,d , ' - - - A - - ,,4 a - e , d - rq, '• ,- ' \; -'..-' `"`G.� ,v ,- - - _d 6 .. - - .- d . a, _ -, ... -.e •. - ',' ' e -• 4 ° . - ..-da - - , . • d r ': - , - „ Y , . 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A , , 4 -° .°,. .4 -, -, - 4 ' - e .. - - 4•u. 4q '- s 4" ted,. °' - - ,adv, -- `4 . _ - . G e - . • - - d. - .. _ '•d _ ,_ ° , e - - 'd e.4 ° •. ` •d ° _ - \v - d -"? ,• .. - -• e ° I - _ .-„ d .. •-. , - d - d", - , ., d, - v'da - , e 4 d . d_ . - _ •d - •.. - , d . w e , 4, - " , • 4 - •.,d. ,, - .. ° .A _ ° '_ - - e d•, °, n;e " ,v _ a Q _ - ° n .-, .\ _ _ _ ° -, e a e . . _ . " d " v .' • <. a ,. 4- - Q , •' �e ,V A' ! 4, > as °-d'. " ., - A. _ .. - ., a - v. .a.. •' e'• v -, - . .d , a - --a ad _ - ,4- .. - - e , .;• - -.t _ 4•. d 4• n 2, .' „_- - 'A- .. -. a '. _'.4° - " a -. " .. ..,, e.d- 4 �- 'd - o d,. a' - Ga. e, a: 1 2 $ Width Length Thickness Transverse Rebar A s G D N G H. K a 1 Floor 1/4" = 1 '-0" 2 ha Plan - O 9 Spread Footing Schedule Description Width Length Thickness Transverse Rebar Longitudinal Rebar FS1.5-1.5 1' - 6" 1'- 6" 1'- 6" (3) #4 (3) #4 Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 11-011 1' - 6" #4top and bottom VERCO 18 GAGE METAL DECKING TYPE PLW3-36 OR W3-36 FORMLOK DECK WITH 5" OF LIGHTWEIGHT CONCRETE FILL & 6X6 W1.4 X W1.4 W.W.F. CENTERED IN SLAB ABOVE DECKING, MAXIMUM SPAN DISTANCE 13'-6" WITHOUT TEMPORARY SHORING DURING CONSTRUCTION 40OS162-43 STEEL STUDS AT 16" O.C., TYPICAL AT ALL PERIMETER WALLS AND BEARING WALLS (600S162-43 STUDS SHOULD BE USED AT PLUMBING WALLS) 112 Structural Column Schedule Mark Family and Type Pipe -Column: PIPE4SCH40 25'-0" Foundation Plan - O,f ice 1/4" = 1'-0" .j n HARDY FRAME BRACE PANEL "W" SERIES HF1 OX24 W/ (2) - 1-1/8" DIAMETER ALL -THREAD A.B. EMBED 18" INTO CONCRETE FTG. WITH DOUBLE NUT & 3"X3"X3/16" WASHER TACK WELDED TO ALL -THREAD, CONTRACTOR MUST VERIFY HEIGHT OF PANEL REQUIRED AND CUSTOM ORDER PANEL IF REQUIRED 4" DIAMETER STANDARD STEEL PIPE COLUMN A B IC ID N N x o m 0 E c a 3Iz° c Eo �roa�o 0C: o,E� N m O E 3Hv a ��oo�mro� NQ) c E o. ro c c a> ENroo-od c N o> m C': '- c c vNi m ro c6 S T W O N o Y ac c > rd): E CL 0 N 0� E C 0 OL O� MW M maF o o � ro a� o)o rnZ 0cn o .0)-o O d N R7 c ro 0 E EO W ro O 0.2 o C a (Di ro r N '0 > U ro T (n .2)a m _ Cz CEroo-o ro 0 0'�s m o z 0 CE C) ro 3 0 r.N i � o 20 o W N Vi O U e im Q P o p L 2,7 U O �V z o S LLJ o M — � o U w z 0 D__ o_ V tjo Cd Q �-1 G Q) V U Q) MEN 0 K a > s _'2'j LP pQMRAFAUHL%HY [Fo� �oHOULrLA 14 1 o� 0 Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office L S-3 Plotted: 5/22/2008 9:42:26 AM tjo Cd �-1 G Q) V U Q) - c O +„' •r ^ C/) ',F W � � U � K a > s _'2'j LP pQMRAFAUHL%HY [Fo� �oHOULrLA 14 1 o� 0 Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office L S-3 Plotted: 5/22/2008 9:42:26 AM CONC. DECK PER PLAN TEK SCREW INTO T200-43 STEEL TRACK, STUD ON EA. SIDE OF TYP. U.O.N. EA. STUD, TYP. U.O.N. #10 TEK THRU TRACK & INTO END CAP AT 12" O.C. INTERIOR WALL PER PLAN CFS BEARING WALL DETAIL NO SCALE SILL P FOOTI' PER PI 3" � r, :\\ . Uaw NO SCALE 3 1/2" VERSALAM BEAM SAME DEPTH AS WOOD JOISTS (15) - #10 TEK SCREWS INTO CONT. END CAP & METAL DECKING STUDS PER PLAN HARDY FRAME PANEL PER PLAN WASHER BUILT INTO CORNERS OF PANEL (BY MANUFACTURER) STL. SHIM AS REQ'D. UNDER SHEAR PANEL, (MAXIMUM THICKNESS OF 1-1/2") 1-1/8"0 ALL -THREAD ANCHOR BOLTS EMBED 18" MIN. INTO CONCRETE WITH 3"X3"X3/16" WASHER AND DOUBLE NUT TACK WELDED TO ALL -THREAD FRAME PANEL ELEVATION NO SCALE i 1/4" OO iv 1/4" O O N. 0 g 3/4" PLATE o O~ 3/4" PLATE o o W� IL 9" 9" W PLAN VIEW OPTION #1 PLAN VIEW OPTION #2 Y { U POST PER _ I PLAN 4 a' ° d d ib Q 0 0" o o X ° C 0 0 O O O ° ° ° Oo0 O O \�\\ LL] 1-1/2" TO 2" GROUT �i ` d ° d UNDISTURBED SOIL a \ / Y PER NOTE 17-15 ON c w SHT. S-1 ° c' 4- 3/4"0 x 8" MIN. EMBED. A.B. a Q REINF. PER PLAN VIS SIZE PER PU CO 1— BASEPLATE DETAIL NO SCALE INTERIOR WALL PER PLAN POWDER -DRIVEN FASTENER AT 24" O.C. T200-43 STEEL TRACK, PROVIDE 0.145" SHANK DIAMETER, 1 1/4" MINIMUM TYP. U.O.N. EMBEDMENT AND 3" MIN. SLAB EDGE DISTANCE W/ (2) MIN. PER TRACK. TEK SCREW INTO STUD ON EA. SIDE OF CONC. SLAB AND REINF. EA. STUD, TYP. U.O.N. PER PLAN LZ a 4 • �y Li � 4 0 0 0 o a o n o 0 o 00 0 /d d / \ UNDISTURBED SOIL (1) #4 CONT. TOP & BOT. UEQ. EQ. M CFS BEARING WALL DETAIL NO SCALE TRACK SECTION (2) - #10 TEK SCREWS THRU TRACK & INTO BEAM ON EACH SIDE (4 TOTAL) (4) - #10 TEK SCREWS THRU COLD -FORMED BEAM KING STUD & INTO TRACK PER SCHEDULE KING STUD ® SCREW PATTERN TO MATCH BEAM SIMPSON TITEN CONCRETE SCREW AT 12" O.C., TYP. U.O.N. 6" MIN. CONC. DECK PER PLAN 18 GA G.S.M. N CONTINUOUS END CAP _ — — _.._ — — _ — .— — — — .— — TEK SCREW INTO T200-43 STEEL TRACK, STUD ON EA. SIDE OF I TYP. U.O.N. EA. STUD, TYP. U.O.N. (2) - #10 TEK THRU TRACK & INTO END CAP AT 12" O.C. NOTE: PROVDE (7) - #10 TEK SCREWS ON EA. SIDE OF TOP TRACK SPLICES, DO INTERIOR WALL NOT SPLICE END CAP AT PER PLAN TOP TRACK LOCATIONS CFS BEARING WALL DETAIL SILL P FOOTI' PER PI 3" � r, :\\ . Uaw NO SCALE 3 1/2" VERSALAM BEAM SAME DEPTH AS WOOD JOISTS (15) - #10 TEK SCREWS INTO CONT. END CAP & METAL DECKING STUDS PER PLAN HARDY FRAME PANEL PER PLAN WASHER BUILT INTO CORNERS OF PANEL (BY MANUFACTURER) STL. SHIM AS REQ'D. UNDER SHEAR PANEL, (MAXIMUM THICKNESS OF 1-1/2") 1-1/8"0 ALL -THREAD ANCHOR BOLTS EMBED 18" MIN. INTO CONCRETE WITH 3"X3"X3/16" WASHER AND DOUBLE NUT TACK WELDED TO ALL -THREAD FRAME PANEL ELEVATION NO SCALE i 1/4" OO iv 1/4" O O N. 0 g 3/4" PLATE o O~ 3/4" PLATE o o W� IL 9" 9" W PLAN VIEW OPTION #1 PLAN VIEW OPTION #2 Y { U POST PER _ I PLAN 4 a' ° d d ib Q 0 0" o o X ° C 0 0 O O O ° ° ° Oo0 O O \�\\ LL] 1-1/2" TO 2" GROUT �i ` d ° d UNDISTURBED SOIL a \ / Y PER NOTE 17-15 ON c w SHT. S-1 ° c' 4- 3/4"0 x 8" MIN. EMBED. A.B. a Q REINF. PER PLAN VIS SIZE PER PU CO 1— BASEPLATE DETAIL NO SCALE INTERIOR WALL PER PLAN POWDER -DRIVEN FASTENER AT 24" O.C. T200-43 STEEL TRACK, PROVIDE 0.145" SHANK DIAMETER, 1 1/4" MINIMUM TYP. U.O.N. EMBEDMENT AND 3" MIN. SLAB EDGE DISTANCE W/ (2) MIN. PER TRACK. TEK SCREW INTO STUD ON EA. SIDE OF CONC. SLAB AND REINF. EA. STUD, TYP. U.O.N. PER PLAN LZ a 4 • �y Li � 4 0 0 0 o a o n o 0 o 00 0 /d d / \ UNDISTURBED SOIL (1) #4 CONT. TOP & BOT. UEQ. EQ. M CFS BEARING WALL DETAIL NO SCALE TRACK SECTION (2) - #10 TEK SCREWS THRU TRACK & INTO BEAM ON EACH SIDE (4 TOTAL) (4) - #10 TEK SCREWS THRU COLD -FORMED BEAM KING STUD & INTO TRACK PER SCHEDULE KING STUD ® SCREW PATTERN TO MATCH BEAM ll SEE ELEVATION ABOVE FOR POST AT STUD WALL 1. ALL MEMBERS SHALL BE UNPUNCHED. 2. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. 7 CFS HEADER & BEAM DETAIL 1 NO SCALE SIMPSON "CCOO COL. CAP W/ #10 SCREWS INTO B COLUMN PER PLAN COLUMN CAP DETAIL NO SCALE WALL STUD PER "STEEL STUD SCHEDULE" 1-1/2" x 16 GAUGE \ COLD ROLLED CHANNEL (OR APPROVED EQUAL) 1 1/2" F-1 1/2" MIN. x x RMED STEEL Z DETAIL 7 >HEET 'OLUMN TO 'OLUMN CAP 2"x2"x16 GAUGE CLIP ANGLE x 1/4" LESS THAN STUD WIDTH (OR APPROVED EQUAL). ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. II TYP. BRIDGING DETAIL NO SCALE SPACING PER "STEEL (1) #10 SCQM^I AT EA. FL/ OF STUD, MP 0 TYP. PUNCH( MAX. DIMENSI 0 250-54 STEEL TRACK, YP. U.O.N. ,LIGN JOISTS OR :AFTERS DIRECTLY )VER STEEL STUD ELOW. WHERE STUDS 0 NOT ALIGN, PROVIDE 0ETRICH TRADEREADY IEADER (TDHA) OVER 'RACK SEE "TYP. BRIDGING DETAIL" FOR ADD'L INFO. a � co �tr- 0 0 `� T200-54 STEEL TRACK O TYPICAL, U.O.N. END OF STUD ;o WITH (1) - #10 SCREW NFLUSH TO TRACK AT EA. FLANGE OF STUD, T&B, TYP. TYP. LENGTH UP TO 10'-0" LENGTH > 10'-0 AND <= 20'-0" NOTE: PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. TYP. METAL STUD DETAIL #10 SCREWS AT 16" O.C. ALTERNATE CORNER #10 SCREWS AT 16" O.C. TYPICAL CORNER NO SCALE GYPSUM BOARD CONTINUOUS BEHIND INTERIOR NON-BEARING I E— WALLS ALTERNATE INTERSECTION TYPICAL INTERSECTION WALL FRAMING AT CORNERS REWS D.C. TYP. � L J NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.043 in. = 43 mils.; 1 mil. = 1/1000") T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F = FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 t5tf',IVI C)UNLUULL , I rt-. I HIGKNt55 I U MA I UH 51 U THICKNESS). MFR'D BY THE STEEL MEMBER DEPTH: FLANGE WIDTH: NETWORK. ATTACH TO STUDS WITH (4) (Example: 800 x 1/100" = 8") (Example: 2" = 2.00" = 200 x 1/100") PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/2" 0 x ALL MEMBER DEPTHS ARE TAKEN ALL FLANGE WIDTHS ARE TAKEN "INTERIOR STEEL STUD 4" MIN. EMBED. SIMPSON TITEN HD, IN 1/100". FOR ALL "T" SECTIONS, IN 1/100". SCHEDULE" ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS MEMBER DEPTH IS THE INSIDE TO_^ ,�= GREATER THAN 6 FEET INSIDE DIMENSION.,1 NOTES - 1. SEE "INTERIOR STEEL STUD SCHEDULE" ON SHEET S-2 FOR ADD'L INFO. 2. PROVIDE (3) PDF'S AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. PROVIDE StiffClip SERIES CLIPS AT LARGER OPENINGS. 4P 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER "TYP. METAL STUD DETAIL". C -STUD /JOIST TRACK CHANNEL FURRING CHANNEL 4. PROVIDE S -SECTION WITH SIZE AND TYPE TO MATCH STUD WALL. S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS TYP. WALL CONSTRUCTION STUD IDENTIFICATION I NO SCALE NO SCALE F, F f_30 a SO, U O O L R{ N G >.L U U O ro C O C O -• L 0 E 3= G 'N N O C _ UO CZ N 3 U CU O G .N.. O_ L fS3 • C4% - ooE�o'-W aEi ayi ai o o n. W E c`a 0 mG E-2 m L cCa p G Z (C n o Z C o fA p fV T O, E a) ai � Cc:)0 m 00- L O ,(nm </J t6 -O =a~�o. c t cal), U v o m C O O d .-0- 7 U .� W ro 0 00 > L.. T U C RS iv O U o O C L O X N N U ZUL0C0)ro-0< M N ch V O � o 00 E o _ CN o V)rn C = C rn N LO .... N �- O a • _ m z � N V V O E 3 d _ < Q 3 C p M c.7 r7 33 O •� U p � OHO F- r� M W U Ln v o m a a� STUD N Q SECTION a Cd a N 0 a _ LU 0 O 'co -4 C TRACK SECTION STUD & TRACK SECTION WITH Cd CPCOV MATERIAL THICKNESS TO MATCH TYPICAL WALL STUD B B PLAN VIEW B -B SIDE ELEVATION VIEW OF BEAM CONNECTION WITHIN STUD WALL CO #10 SCREWS AT 12" O.C. MAX., / TYP. AT EA. FLANGE OF EA. STUD / TRACK PAIR ii) #10 SCREWS AT 12" O.C. MAX. (STAGGERED FROM EA. SIDE 60OS200-68 STUD SECTION AND AT TOP AND BOTTOM). 600T200-68 TRACK SECTION ll SEE ELEVATION ABOVE FOR POST AT STUD WALL 1. ALL MEMBERS SHALL BE UNPUNCHED. 2. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. 7 CFS HEADER & BEAM DETAIL 1 NO SCALE SIMPSON "CCOO COL. CAP W/ #10 SCREWS INTO B COLUMN PER PLAN COLUMN CAP DETAIL NO SCALE WALL STUD PER "STEEL STUD SCHEDULE" 1-1/2" x 16 GAUGE \ COLD ROLLED CHANNEL (OR APPROVED EQUAL) 1 1/2" F-1 1/2" MIN. x x RMED STEEL Z DETAIL 7 >HEET 'OLUMN TO 'OLUMN CAP 2"x2"x16 GAUGE CLIP ANGLE x 1/4" LESS THAN STUD WIDTH (OR APPROVED EQUAL). ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. II TYP. BRIDGING DETAIL NO SCALE SPACING PER "STEEL (1) #10 SCQM^I AT EA. FL/ OF STUD, MP 0 TYP. PUNCH( MAX. DIMENSI 0 250-54 STEEL TRACK, YP. U.O.N. ,LIGN JOISTS OR :AFTERS DIRECTLY )VER STEEL STUD ELOW. WHERE STUDS 0 NOT ALIGN, PROVIDE 0ETRICH TRADEREADY IEADER (TDHA) OVER 'RACK SEE "TYP. BRIDGING DETAIL" FOR ADD'L INFO. a � co �tr- 0 0 `� T200-54 STEEL TRACK O TYPICAL, U.O.N. END OF STUD ;o WITH (1) - #10 SCREW NFLUSH TO TRACK AT EA. FLANGE OF STUD, T&B, TYP. TYP. LENGTH UP TO 10'-0" LENGTH > 10'-0 AND <= 20'-0" NOTE: PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. TYP. METAL STUD DETAIL #10 SCREWS AT 16" O.C. ALTERNATE CORNER #10 SCREWS AT 16" O.C. TYPICAL CORNER NO SCALE GYPSUM BOARD CONTINUOUS BEHIND INTERIOR NON-BEARING I E— WALLS ALTERNATE INTERSECTION TYPICAL INTERSECTION WALL FRAMING AT CORNERS REWS D.C. TYP. � L J NO SCALE STYLE: MATERIAL THICKNESS: S = STUD OR JOIST SECTIONS (Example:.043 in. = 43 mils.; 1 mil. = 1/1000") T = TRACK SECTIONS MATERIAL THICKNESS IS THE U = CHANNEL SECTIONS MINIMUM BASE METAL THICKNESS F = FURRING CHANNEL SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 800 S 200 - 43 t5tf',IVI C)UNLUULL , I rt-. I HIGKNt55 I U MA I UH 51 U THICKNESS). MFR'D BY THE STEEL MEMBER DEPTH: FLANGE WIDTH: NETWORK. ATTACH TO STUDS WITH (4) (Example: 800 x 1/100" = 8") (Example: 2" = 2.00" = 200 x 1/100") PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/2" 0 x ALL MEMBER DEPTHS ARE TAKEN ALL FLANGE WIDTHS ARE TAKEN "INTERIOR STEEL STUD 4" MIN. EMBED. SIMPSON TITEN HD, IN 1/100". FOR ALL "T" SECTIONS, IN 1/100". SCHEDULE" ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS MEMBER DEPTH IS THE INSIDE TO_^ ,�= GREATER THAN 6 FEET INSIDE DIMENSION.,1 NOTES - 1. SEE "INTERIOR STEEL STUD SCHEDULE" ON SHEET S-2 FOR ADD'L INFO. 2. PROVIDE (3) PDF'S AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. PROVIDE StiffClip SERIES CLIPS AT LARGER OPENINGS. 4P 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER "TYP. METAL STUD DETAIL". C -STUD /JOIST TRACK CHANNEL FURRING CHANNEL 4. PROVIDE S -SECTION WITH SIZE AND TYPE TO MATCH STUD WALL. S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS TYP. WALL CONSTRUCTION STUD IDENTIFICATION I NO SCALE NO SCALE F, F f_30 a SO, U O O L R{ N G >.L U U O ro C O C O -• L 0 E 3= G 'N N O C _ UO CZ N 3 U CU O G .N.. O_ L fS3 • C4% - ooE�o'-W aEi ayi ai o o n. W E c`a 0 mG E-2 m L cCa p G Z (C n o Z C o fA p fV T O, E a) ai � Cc:)0 m 00- L O ,(nm </J t6 -O =a~�o. c t cal), U v o m C O O d .-0- 7 U .� W ro 0 00 > L.. T U C RS iv O U o O C L O X N N U ZUL0C0)ro-0< M N ch V O � o 00 E o _ CN o V)rn C = C rn N LO .... N �- O a • _ m z � N V V O E 3 d _ < Q 3 C p M c.7 r7 33 O •� U p � OHO F- r� M W U Ln v o m a a� Cz N Q Cd a N 0 N Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 I_ Plotted: Thu, May 22 2008 N Cd N N 0 N O 'co -4 C '3 ro ^ U Cd CPCOV U CO ii) Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 I_ Plotted: Thu, May 22 2008 PRC BUIL TYP GAGE PER MTL. BLD. MFR. PLANS (ANCHOR BOLT LAYOUT) ?U5T ANGLE X2X5/16"X(AB.GA. +3")TOP OF GLE TO BE FLUSH W/ CONC. )LT DIAMETER PER MTL. BLD. MFR. .ANS UPLIFT ANGLE L2X2X5/16"X(AB.GA. +3") WELDED 11/2" - 2" FROM BOTTOM OF A.B. THRUST ANGLE /ANCHOR BOLT NO SCALE W } EDGE DETAIL AND DOOR (y d THRESHOLD PER METAL O BUILDING MFR. PLANS OPTIONAL CONST. JT. Z p ROUGH, CLEAN, 4 WET �LL SLAB PER PLAN SLOPE PER ::NCONC. REINFORCEMENT PER PLAN NOTE 2-9 ° a ON SHEET S-1 -� o�o90Or . SUBGRADE PER NOTE 4-2 Z \\%\� j " • d • . \� j�� j�� ` ON SHEET 5-I UNDISTURBED 5011- (V • i (1) #4 CONT. d TOP AND BOT. LL, CDW 12'I U� PERIMETER FTG. SECTION PROVIDE 1/8" RADIUS ON 3/4"0 SMOOTH BAR x 24" LONG AT SAME CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, ONE SIDE OF JOINT ONLY SPACING AS SLAB REINF. CENTERED ON SPACING, PROJECTION, AND LOCATION W/ RIGID FRAME MFG. SAWCUT CONSTR. JOINT JOINT. WRAP ONE END W/ 15# FELT OR ANCHOR BOLT SHALL HAVE 14" MIN. EMBEDMENT AFTER FIRST POUR SLIP COVER. d _z w =� 41 FIRST POUR SECOND POUR. CONC. SLAB REINF. Cwi TO BREAK @ CONSTR. JOINT. PROVIDE JOINT FILLER VAPOR BARRIER 3 BASE ROCK 1/8" WIDE TOOLED OR SAWCUT a PER FON. PLAN CONSTRUCTION JOINT CONTROL JOINT. WCONSTRUCTION JOINT REINFORCEMENT PER j FOOTING SCHEDULE PROVIDE JOINT FILLER TYP. SLAB REINF., CONTINUOUS SEE FOOTING SCHEDULE CONTROL JOINT INTERIOR FOOTING SSLAB CRACK CONTROL NO SCALE CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, SPACING, PROJECTION, AND 9 LU } LOCATION W/ RIGID FRAME MFR. PROVIDE ALLTHREAD W/ TOTAL EMBEDMENT 4 4 (MEASURED FROM THE TOP OF SLAB) PER "FOOTING SCHEDULE" W/ DBL. NUT AND 1/2" x W a 21/2" SQ. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS IN SET) TACK WELD O NUTS TO WASHER AND ALLTHREAD LL u; EDGE DETAIL AND DOOR z Z THRESHOLD PER METAL CONCRETE SLAB PER F BUILDING MFR. PLANS I PLAN REINFORCEMENT PER PLAN \N M• Z CONSTRUCTION I- (� I I _' --i I E-1 ="- HAIRPIN 30' JOINT, WHERE v I PER PLAN OCCURS (ROUGH, a SUBGRADE PER �0 CLEAN 4 WET) NOTE 4-5 ON SHEET (Y - UN615TURBED SOIL W p ' (� W • d • #4 CONT. UU Q. TOP AND BOT. cn • • • TRANSVERSE REBAR PER LL 1-7 a SCHEDULE W/ ENDS OF BARS 3" SIZE PER CLEAR FROM SIDES OF FOOTING �I` LONGITUDINAL REBAR PER U } "FOOTING SCHEDULE" SCHEDULE W/ ENDS OF BARS 3" c� ►- CLEAR FROM ENDS OF FOOTING SLAB FTG. SECTION NO SCALE LA NO SCALE EDGE OF CONCRETE SLAB HORIZONTAL REBAR TOP AND BOTTOM 32" 1 32 #4 BAR BENT AS SHOWN TIED TO HORIZONTAL BAR TOP AND BOTTOM EDGE OF SPREAD FOOTING SCUT T � nA�v�J'� EDGE OF CONTINUOUS FOOTING PERIMETER FTG. SECTION k, NO SCALE F p, ro > ro = ° :F � 0� Y� E��3.co�-inco as ro.c U = ro Erow moo`°awE�� F= E'Ero os m N � coo o c N L �^ Z ro >. L fn >' C Lm 47 tl7 N.� ro oroZ c w Q, Qr m o� E xa�mroro c>, C81-021 r,- cI.D c C: N O C O C ro U O p = 2P, ID O N O O =W. U = c O 3 fl W ro 0 U N O'0 U ro J- N -� r N c m � rn a m m ,� o o a r d C C',ro O. O i U Z Q M FAN V O_ pMi 00 E ° � tD O U L 'CV) LA u N L- CD ✓� . 0 a a r M MClf m x o c d U v= 0 3 a� a a `� 3 C it; V W3 O U O OU C F- C L W U cNn v m z10 z O a V Q a N C� I� W Cd V o N CCS 75 w � � U CO W Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 Plotted: Thu, May 22 2008 A w C D Contacts OWNER: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 530-899-5000 Contact: Randy Day BUILDING DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Mark Adams, PE CIVIL DESIGN & ENGINEERING: NorthStar Engineering 111 Mission Ranch Blvd., Suite 100 Chico, CA 95926 530-893-1600 Contact: Neil Graber, PE CONTRACTOR: Modern Building Co. 3083 Southgate Ln. Chico, CA 95928 530-891-4533 Contact: Ron Peck ELECTRICAL DESIGN & ENGINEERING: Agri Electric 11011 Midway Chico, CA 95928 530-342-4203 Contact: Wade Thorpe MECHANICAL DESIGN & ENGINEERING: McClelland Air Conditioning 801 Marauder Chico, CA 95973 530-891-6202 Contact: Don Fowler Deferred Submittals The following documents shall be forwarded to the building official upon being reviewed by the engineer of record: 1. Fire extinguisher layout 2. Fire sprinkler layout 6Z 9 :J Expans0 ion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc, ! 12 APN: Structural Design Criteria Warehouse Live load design data: S-1 Type of construction: Office floor live load: 50 PSF Unlimited Snow load design data: 157,750 SF Allowable number of stories: Ground snow load (Pg): 0 PSF 2 Wind design data: 75 FT I Basic wind speed: 85 MPH Yes Wind importance factor (Iw): 1.00 Urban Interface Fire Area: Exposure: C Class II commodity Seismic design data: 20,001 - 500,000 Automatic fire extinguishing system: Seismic importance factor (le): 1.00 Not required Mapped spectral response accelerations: Ss = 0.591 Smoke and heat removal: Yes S1 = 0.226 No Site class: C Mechanical Plan Spectral response coefficients: Sds = 0.460 CEC-1 Energy Calculations Sdi = 0.237 Energy Calculations Office Space: .t K Seismic design category: D Basic seismic -force -resisting system: Light framed walls with shear panels U � of all other materials Design base shear: 0.253 W Response modification factor (R): 2.0 Analysis procedure used: Equiv. lateral force procedure Occupancy category II U) Soil bearing: 2,500 psf for D+L at 12" ftg. depth refer to soils report for add'I values Footing depth requirements: 12 inches (per soils report) 6Z 9 :J Expans0 ion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 95928 Smucker Quality Beverages, Inc, ! 12 APN: 040-310-006 Building use: Warehouse Occupancy class: S-1 Type of construction: II -B Allowable area: Unlimited Actual area: 157,750 SF Allowable number of stories: 3 Actual number of stories: 2 Maximum height: 75 FT Actual height: 38 FT Neccessary to meet ADA requirements: Yes Fire Hazard Severity Zone or Wildland- A-6 Urban Interface Fire Area: No Fire code requirements: Class II commodity High pile storage area 20,001 - 500,000 Automatic fire extinguishing system: Yes Fire detection system: Not required Building access: Yes Smoke and heat removal: Yes Small hose valve station: No Maximum storage height: 25' (palletized storage) Code Analysis ALLOWABLE AREA: Building setback from property line: North 60.04' South 75.13' East 174.48' West 208.96' Total allowable area UNLIMITED per section 507.3 2007 CBC. Notes: 1. Signs require a separate permit. No approval is given or implied under this permit relative to any sign depicted or contemplated. 2. Provide address numbers per note Al 5-1 on sheet A-1. 3. Fire extinguishers shall be provided. The type, number and location shall be determined at the time of occupancy inspection. Occupancy Tabulation Per 2007 CBC Table 1004.1.1 Function of Space Area S.F. / Person Occ. Exits Occ. Group Req'd Business Areas 1907 SF 100 23 S 1 Warehouses 154883 SF 500 310 S 2 Minimum Egress Widths Function of Space Inches Per Min. Width Occ. Occ. (inches) Business Areas 23 0.15 3.52 Warehouses 310 0.15 46.54 Required exits: (2) 32" clear width Note: Per section 2306.6 of the 2007 CBC a minimum of one access door shall be provided in each 100 lineal feet of the exterior walls which face access roads. Buildina Area Area Square Footage Gross Building Area Building Area T157750 SF 157750 SF Grand total 157750 SF 14 Sheet Index Number Sheet Name b40 T-1 Title Sheet C-1 Dimensional Control Plan C-2 Grading and Drainage Plan C-3 Erosion Control Plan C-4 Details A-1 Architectural Notes A-2 Floor Plan A-3 Floor Plan Details A-4 Reflected Ceiling Plan A-5 Elevations A-6 Roof Plan A-7 Sections ADA -1 ADA Details ADA -2 ADA Details S-1 Structural Notes S-2 Foundation Plan S-3 Foundation - Office SD -1 Structural Details SD -2 Structural Details M-1 Mechanical Plan E-1 Electrical Plan CEC-1 Energy Calculations CEC-2 Energy Calculations Location Map General Notes NorthStar Engineering is not responsible for these drawings unless all sheets are stamped by the engineer and wet signed (over the stamp) with red or blue ink. Any revisions, corrections or other notations placed on these drawings that are not computer-generated (i.e. pencil, ink, marker, etc.) are invalid, have NOT been approved by the engineer and shall NOT be considered a legitimate revision or addendum to the drawing set. Should the engineer desire to issue a revision or addendum to the drawing set, it will be performed utilizing one of the following methods: 1. The affected portions of the set will be addressed by way of a letter and/or detail on an 8 - 1/2" x 11" (or 11" x 17") addendum sheet from the engineer and will contain the engineer's wet stamp and wet signature. 2. The affected sheet(s) will be re -issued in their entirety and will contain the engineer's wet stamp and wet signature. 3. The drawing set will be re -issued in its entirety and will contain the engineer's wet stamp and wet signature. Engineer of Record Scott Turnquist, R.C.E. Lic. No. 70854 Applicable Codes The building and all components shall be designed in accordance with the applicable building codes: 2007 California Building Code (CBC) 2007 California Electrical Code (CEC) 2007 California Mechanical Code (CMC) 2007 California Plumbing Code (CPC) 2005 California Energy Code (Title 24) pnIEUT&U IRly IA IC E N N N C C_ L- N O 3 Q, N — ro 'D U U Q' O N O C 7 7 N U N .� N �L. C o��3jroa�o Croy o� Er; N a s ccs P c NNoE'3E vn a�oo o�mroo N of F C N p, N rn� ro� c O O vi m w c E to c oar 0t-aE aw c°n 07 ~ o N c `o Y 0_1 o c C o o ro ro � ro o CH o� N EZ E W f6 p U O C C O N ro L N O O ro> mao o c.5 °'a L _ C O_ C Ci N 0 •` Ib Z8oa.a3'n.c'� i a��i _ o •`° N N L U) Lo M O N E V m 0 o O UN C Z Q � V � v o 0 >31 Z o � I _ M WV o 0 a — � o > U Z a 4) b40 CZ Q x Ewd R K SCOTT R. TURNQU; LIC. NO. C70854 1. n Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Title Sheet T-1 Plotted: 5/22/2008 12:22:07 PM b40 CZ .0 cd f� v .t v 1 U � U) K SCOTT R. TURNQU; LIC. NO. C70854 1. n Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Title Sheet T-1 Plotted: 5/22/2008 12:22:07 PM VERTICAL & HORIZONTAL CONTROL (TO BE DETERMINED) DRAINAGE DESCRIPTION THE PROPOSED PROJECT IS LOCATED AT 37 SPEEDWAY AVE. AN EXPANSION TO THE ADJACENT EXISTING SMUCKERS FACILITY IS PROPOSED ON THE 12 ACRE LOT. THE EXISTING PARCEL IS VACANT. THERE IS LITTLE SLOPE TO THE PROPERTY, ABOUT 1% TO THE SOUTHWEST. THE PARCEL IS BOUNDED BY THE EXISTING SMUCKERS BUILDING TO THE EAST, SPEEDWAY AVE TO THE SOUTH, AN INDUSTRIAL FACILITY TO THE NORTH AND THE MIDWAY TO THE WEST. THERE IS NO EXISTING STORM DRAIN SYSTEM IN THE AREA. ALL OF THE ONSITE RUNOFF IS PROPOSED TO BE COLLECTED INTO VARIOUS RETENTION PONDS PROPOSED AROUND THE SITE. OFFSITE WATER ALONG SPEEDWAY AVE. WILL BE COLLECTED IN A PROPOSED INFILTRATION TRENCH. ABBREVIATIONS AGGREGATE BASE.................................AB MINIMUM .................................. - ...... ,....MIN ASPHALT CONCRETE..............................AC MID POINT...........................................MP > BEGIN CURVE.......................................BC MID POINT ON CURVE............................MPOC BACK OF WALK ..................................... BOW A NOT TO SCALE .................................... -NTS BUILDING SETBACK LINE ..........................BSL PROPOSED LANDSCAPE DRAIN ORIGINAL GROUND ................................ .OG BACK OF SIDEWALK . .............................. BSW OVERHEAD ELECTRIC . ............................ OHE BEGIN VERTICAL CURVE ..................... ...... BVC OFFSET...............................................OS PROPOSED PAINT STRIPE CONTOL POINT......................................CTL PT PROPERTY CORNER................................PC 0 1 1 1 1 1 1 = CABLE TELEVISION .................................CATV PORTLAND CEMENT CONCRETE ................. PCC CATCH BASIN ...................................... .CB PHASE NUMBER ................................... -PH COMPOUND CURVE.................................CC o----150 FL POINT OF INTERSECTION .........................PI 150'41 CURB AND GUTTER................................CG o-_ EX -EP PROPERTY LINE ..................................... PL CENTERLINE..........................................CL [ POWER POLE ........................... ............. PP CORRUGATED METAL PIPE........................CMP *-a* POINT OF REVERSE CURVATURE _ .............PRC CONCRETE MASONRY UNIT.......................CMU PUBLIC STORM DRAIN EASEMENT ............. PSDE CLEAN OUT...........................................CO ASPHALT CONCRETE ON 8" CLASS 11 AGGREGATE BASE PUBLIC SANITARY SEWER EASEMENT......... PSSE CUBIC YARDS........................................CY POINT OF TANGENCY .............................. PT DRAIN INLET ........................................ .DI PUBLIC UTILITY EASEMENT.--...................PUE PROPOSED PCC SIDEWALK ELECTRIC . ............................ ................ E POLYVINYL CHLORIDE ..... ......................... PVC END CURVE..........................................EC - �- -- POINT OF VERTICAL INTERSECTION ............ PVI EXISTING GROUND EG RADIUS R ..R FINISHED GROUND 2.5' CONTOUR LINE MAJOR V REINFORCED C0NCRE.�..-P-IPE.......... CP EDGE OF PAVEMENT...............................EP RELATIVE DENSITY .......................... ....... RD END VERTICAL CURVE.............................EVC M RETURN ............................................... RET EXISTING ............................................. .EX RIGHT-OF-WAY ..................................... ROW FUTURE...............................................F RIGHT ................................................ .RT FINISH FLOOR........................................FF SLOPE ................................................. S FINISH GRADE.......................................FG STORM DRAIN ....................................... SD FIRE HYDRANT.......................................FH STORM DRAIN MAINTENANCE HOLE ............ SDMH FLOWLINE.............................................FL SERVICE ............................................. ,SERV FACE OF CURB.....................................FOC SUB GRADE .......................................... SG FEET...................................................FT SANITARY SEWER..................................SS GAS....................................................G SANITARY SEWER MAINTENANCE HOLE ...... SSMH GAUGE.. -----• ........................................GA STATION..............................................STA GRADE BREAK......................................GB STANDARD ........................................... STD GAS METER..........................................GM SIDEWALK...........................................SW HANDICAP RAMP ...................... ........ ......HCRAMP TRANSFORMER......................................T HIGH DENSITY POLYETHYLENE..................HDPE TOP BACK OF CURB .............................. TBC INVERT ELEVATION. . ........................ . ...... IE TOP OF CURB ................................... -... TIC JOINT POLE..........................................JP TELEPHONE ......................................... TEL JOINT TRE14CH.......................................JT TOE OF SLOPE .....................................TOE LUMP SUM ........................................... LS TOP OF SLOPE .....................................TOP LATERAL..............................................LAT TOP OF WALL ....................................... TW LINEAR FEET TYPICAL..............................................TYP .........................................LF LIP OF GUTTER .•..................•............... LIP VITRIFIED CLAY PIPE .............................. VCP LOT LINE . LL VALLEY GUTTER....................................VG ........................................... LEFT........................ I ................. , .........LT WATER.................................................W MAXIMUM WATER METER......................................WM .............................................MAX MAXIMUM DRY DENSITY ...........................MDD YARDS... .... - ........................................ YDS MAINTENANCE HOLE, ..........•.................. •MH PLANS PREPARED BY: or under the supervision of, NEIL GRABER RCE 45194 EXP 09/30/08 DATE NORTHSTAR ENGINEERING Q�OFESS/0 ��O � �\, CD =� _ 11- m 4 ,;a �E oa * * IVI a - r OF CA 10:5F 111 14 " I I j A +0F 14 14 14 /;W1 rrj ,a IIIIIIIIIII�!,WK1 14 ,1 PHI? I,, [[ 3 Jj�JJ� Rpk� �J, �JJJ��JJJJJJ��J ��.:J PLAN'" ME FOR A DISTRIBUTION FACILITY ^-K '_� / / 1 ,.Wi=n I � - ,_ / / " N�l � %**NS,I,`A -1-11, / // .� 11 %__1 / 11 N 67'06'33" E ExiS➢NG VARE srocK REN:g 659.69' _ _ _ _ _ _ _ EXISTING PROPERTY LINE ♦ / // � �T�.. -- -- -- - .1. - / LANDS- TO REMAIN AS "IS - ----- _ _ " ,. ,, - .. .. • .,aL,. STocK PILE _ I . .. �. _ -' , _ . _ - - _ ,1 PROPOSED PROPERTY _ _ _ _ _ - _ _ - �+�- A <. _ _ ; y ` - - 1 _ d M a . 1 _ - g - _ - _ - _ -t ___ 3F f: '�C D - PAVEMENT r - TRUCK P NG t LINE LOCATION., ^ - - . __ -`-- --- --- ___ _ r 3405 , - - _.T ---• -1 TPP`-__-L_--T =-= ---e.- ___ �t`r -,,��"11 _ i �'. �,q; �, ... r .p ♦♦ - - ATION WALE - 4 _ _ - _ A _ r - INFILTR ----- _ t _ - _ - ` ". , ` r - . _ -._ _ - -� - _ - ._ _ ... - - ._ - - _ __ - s - r n t v {n ,, 4,r,, s. iii'.' ,r.:': a ;.as° ... _------.______--_-- -•• .. - _ - / i .. r _ _ _1. °' c / tr iii �..-_--.___ .r y. ,,;. "n, IY ,P a. �,¢ f a 11 / ___ ry .; .. ,: - > r / l/f / x 4 fi tir a h ' . / ., // / :: -.t`,, yh� ' s �". S 7 y is�r L t iA 1 r 1 \ \ / 0 / // / n r r SRP ` \ . / /i /11 - W 2 RODENT u >` 1 R T I ♦ % - 1.1 _ MONITORING . : � ./�//% , ^ , - , , .. eL�Ev 20781 cu 1 to � / , / //, / ` a1 _ `I // - 1 1. - _+ ti ` - . - - _ . v , - v .. , n I CEL 1 / I I �/ I az xt . 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WALL 11 S': 7 W =_ AIAL �' � I � ( Designed: RMS Revision Date By Drawn By: J R L t r Approved: Civil Engineers..Surveyors Date: 5-22-08 1 1 1 1 Chico, California 111 MISSION RANCH BLVD SUITE 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com SITE LAYOUT SCALE 1"=50' MODERN BUILDING 3083 SOUTHGATE LANE CHICO, CALIFORNIA 0 SHEET INDEX U`'� - "�' i U LOCATION MAP C-1 DIMENSIONAL CONTROL PLAN C-2 GRADING AND DRAINAGE PLAN C-3 EROSION CONTROL PLAN C-4 DETAILS LEGEND /I DIMENSIONAL CONTROL PLAN (C-1 CHICO SMUCKERS EXPANSION Job Number r_ W Scale NA Sheet 1 Of 4 08-W Horz. Vert. - - PROPOSED VERTICAL CURB PROPOSED VERTICAL CURB & GUTTER > PROPOSED SITE FLOW LINE PROPOSED SAWCUT AND CONFORM LINE - - - - - PROPOSED GRADE BREAK - -18" SD EX STORM DRAIN AND SIZE 4" LSD PROPOSED LANDSCAPE DRAIN 12" SD PROPOSED STORM DRAIN AND SIZE --- - - - -- EXISTING EDGE OF PAVEMENT LIMITS OF CLEARING AND GRUBBING EXISTING BUILDING OUTLINE PROPOSED PAINT STRIPE - - - - - PROPOSED CUT OR FILL CATCH LINE 0 1 1 1 1 1 1 = PROPOSED PAINTED CURB "NO PARKING FIRE LANE" A NORTHSTAR ENGINEERING CONTROL POINT EX OAK TREE W/ SIZE TO REMAIN o----150 FL FINISHED GRADE ELEVA11ON 150'41 o-_ EX -EP EX GROUND ELEVATION -MATCH -_- PROPOSED TRAFFIC SIGN [ EXISTING ELECTRIC UTILITY BOX EXISTING DROP INLET *-a* PROPOSED LIGHT STANDARDS (SEE ELECTRICAL PLANS FOR MORE DETAILS) PROPOSED AUTO ACCESS PAVING 3" TYPE "B" ASPHALT CONCRETE ON 8" CLASS 11 AGGREGATE BASE PROPOSED TRUCK ACCESS PAVING 4" TYPE "B" "a'"' ' °'a "` ASPHALT CONCRETE ON 12" CLASS 11 AGGREGATE BASE - �`- .3 = _I EXISTING PCC SIDEWALK OR DRIVE PROPOSED PCC SIDEWALK PROPOSED LANDSCAPING PER SEE LAND SCAPE PLANS • -155.0- __ EXISTING 5' CONTOUR LINE MAJOR - �- -- X ' OUR LINE MINOR EXISTING 1CON T _1-11 I 49 -G-' _l 49.5 _._..i'------- FINISHED GROUND 0.5' CONTOUR LINE MINOR r^ 150.0------ FINISHED GROUND 2.5' CONTOUR LINE MAJOR PROPOSED CURB CUT HANDICAPPED RAMP, SLOPE MUST BE BETWEEN 6.679 AND 8.337., PROVIDE 1/4" WARNING GROOVES FOR 1' AT TOP OF RAMPS ® PROPOSED PARKING LOT BUMPER (ALTERNATE #2) M INSTALL 3' WIDE STRIPE OF TRUNCATED DOMES PER DSA COMMENTS. LOCATE ON ALL CURB CUT RAMPS (NEW CONSTRUCTION ONLY). DIMENSIONAL CONTROL PLAN (C-1 CHICO SMUCKERS EXPANSION Job Number r_ W Scale NA Sheet 1 Of 4 08-W Horz. Vert. - - �r�� ri _ �.Ar"'IrtrJ%�. /��Iir�il/A//�I, /�r/irlA�����- /rte„��rl�el�/►// . .. ...................................................... ..„.................� .........204- -------------------------------------------- .----. ..•..... ESP� DWAY EDGE -PA -------------------------------•---•--....... DI tiN . . - o ur__•••••Et7G� .F�A.-v.-t.-M.-.-E.-N.-,"T»i .' .-.-.-»--»--.-.-.-.-.-.-.•.-.-.-....»..............».»...................... ................»......». »................»...»..... TM...G.. C ..................................... .------------ --------- — — 9 ....... "............ ..__..................................... -.' ae.`............................................................................................................................. QROFESS/O CO �� m Designed: RMS Revision Date By { r 3 t 4 * �rE , X08 Drawn By:'x;a * JRL iv ��- �P Approved: r �� Civil Engineers..Survevrors OF CALF Date: 5-22-08 Chico, California 111 MISSION RANCH BLVD SUITE 100 Chico, California 95926 Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com / J SIGN IGN MODERN BUILDING 3083 SOUTHGATE LANE CHICO, CALIFORNIA CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHICO IMPROVEMENT STANDARDS AND THE CALTRANS STANDARD PLANS & SPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS APRIL 2004. (APPROVAL OF BUTTE COLLEGE DIRECTOR OF FACILITIES OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY THE BUTTE COLLEGE DIRECTOR OF FACILITIES IN WRITING 48 HOURS PRIOR TO COMMENCING WORK ON-SITE. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. 5. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST INCURRED FOR THIS WORK. 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. 10. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A PROFESSIONAL ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES FOR REVIEW BY THE FACILITIES DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE FACILITIES DIRECTOR TO BE APPROPRIATE FOR THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT. 11. PARKING LOT SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. DUST SUPPRESSION PLAN 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED ONTO STREET SURFACES BY CONSTRUCTION VEHICLES. 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THE LATE MORNING AND AT THE END OF THE DAY. FURTHER, THE FREQUENCY OF WATERING SHALL INCREASE IF REQUIRED BY THE COUNTY OF TEHAMA AIR POLLUTION CONTROL DISTRICT AND/OR COUNTY OF TEHAMA. 4. ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 20 MPH AVERAGED OVER 1 HOUR. 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION OPERATIONS SHALL BE MINIMIZED AT ALL TIMES. 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER IS GROWN. 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY STABILIZED. 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION -RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT ENGINES IN GOOD CONDITION AND IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON (MAY THROUGH OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. 10. RE -VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHALL BE COMPLETED AS SOON AS POSSIBLE TO REDUCE DUST EMISSIONS. THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO THE COUNTY OF TEHAMA FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. 11. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. GRADING AND DRAINAGE PLAN I C-2 CHICO SMUCKERS EXPANSION Job Number T - a0' Scale Nn Sheet 2 Of 4 08-044 Horz Vert. 9 1 2 1 v 1 i. GENERAL: A Al -1. All work on this project shall conform to the applicable code and any other applicable county and/or city codes and ordinances. Al -2. Written dimensions shall be used. Do not scale drawings. Al -3. If information on the plans differs from these notes, the plans shall supersede the notes. Al -4. The contractor shall verify site conditions and their correlation with the drawings and shall bring any problems to the attention of the engineer prior to construction. Al -5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the engineer. Al -6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. Al -7. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N.). Al -8. It is the owner's/contractor's responsibility to verify that this project conforms with CC&R's (Covenants, Conditions & Restrictions) of the subdivision and/or approval of the property owner's association. Al -9. Installation and hook up of all utilities shall be in accordance with applicable codes and the requirements of the utility company. Al -10. Electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities shall be located or designated to prevent water damage/infiltration. C, GENERAL EXTERIOR: A2-1. Refer to site plan for location of building and grading. A2-2. Final grades around building perimeter shall slope away from foundation and shall provide rapid removal of the surface water runoff away from the foundations. A2-3. Roofing shall be installed per manufacturer's recommendations. A2-4. Install any stone veneer per manufacturer's installation specifications. A2-5. If required by California Department of Forestry or the fire department, provide fire retardant roof covering with the appropriate classification. A2-6. New buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency shall comply will all sections of Chapter 7A of the 2007 CBC. ENERGY.- A3-11. NERGY:A3-1. All exterior doors and windows shall be weather-stripped. A3-2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. A3-3. Exhaust fans and fan systems to have backdraft damper control. A3-4. Shower heads, faucets, HVAC and water heater equipment shall be certified by the governing state or local jurisdiction, where applicable. A3-5. All gas appliances shall have an intermittent ignition device. A3-6. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors `= or windows shall meet the requirements of the energy calculations, where applicable. A3-7. Ducts to be constructed per the applicable code. A3-8. Water heating equipment shall be certified by the applicable code. Storage gas water heaters with an energy factor < 0.58 shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-4 insulation. A3-9. Mechanical equipment energy rating: See energy calculations for additional information, where applicable. A3-10. All windows to be standard dual glazed with vinyl frames U.O.N. A3-11. The installation certification form of the applicable code shall be posted at the front entrance prior to the issuance of a certificate of occupancy. This is in addition to the insulation certificate. A3-12. Insulation for walls, ceilings, and ducts shall be per the energy calculations, where applicable. If no energy 3 calculations exist, the following schedule shall be used: Interior Wall Sound insulation. (opt.) R-13 Batt Ceiling Between Floors (opt.) R-30 Batt Exterior walls R-13 Batt (2 X 4 walls) Exterior walls R-19 Batt (2 X 6 walls) Ceiling R-38 Batt Ducts in unconditioned space R-6.3 Batt WATER HEATERS: G A5-1. All design, construction, and workmanship shall be in conformity with accepted engineering practices, manufacturer's installation instructions, and applicable standards. An adequate supply of air for combustion and for adequate ventilation of heater rooms or compartments shall be provided. A5-2. Water heater shall be located or protected so it is not subject to physical damage by a moving vehicle. A5-3. Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of its vertical dimension. A minimum distance of four inches shall be maintained above the controls with the strapping. - - I r- fl r assembly A5 4. When located in an attic, attic ceiling assembly, floor ceiling assembly or f oo sub oo e y where damage may result from a leaking water heater, a water tight pan of corrosion -resistant materials shall be installed beneath the water heater with a minimum 3/4 inch diameter drain to an approved location. PLUMBING: A9-1. All work shall conform to the applicable code and any other applicable county and/or city codes and ordinances. A9-2. The diameter of an individual vent shall not be less than 1 - 1/4 inches nor less than one half the diameter of the drain to which it is connected. A9-3. Any plumbing drawings are schematic and indicate the systems and equipment to be used. Plumbing contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work of other trades, and shall confirm the location of and install sleeves and hangers so that work of other contractors is not delayed. ? A9-4. Install gate valve at service entrance to building. A9-5. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. Waste and soil lines shall comprise a complete sanitary system from each fixture which connects to the waste system. A9-6. All waste lines shall have a continuous fall of 1/4" per foot inside the building. Instruments shall be used in setting line and level. A9-7. Cleanouts shall be placed to serve waste system in accordance with applicable codes and best plumbing practices. No under floor cleanout shall be located more than 20 feet from an access door, trap door, or crawl hole. Approved backflow prevention devices shall be provided on hose bibbs. A9-8. Provide pressure -absorbing devices (air chambers or approved mechanical devices) on all building water supplies with quick -acting valves. A9-9. All shower compartments shall have a minimum finished interior of 1,024 square inches, and shall also be capable of encompassing a thirty (30) inch circle. A9-10. Shower compartments and walls above bathtubs with installed shower heads shall be finished with a smooth, nonabsorbant surface to a height not less than 70 inches above the drain inlet. SMOKE DETECTORS: Al 1-1. Smoke detectors shall be interconnected. Al 1-2. Smoke alarms shall be installed in accordance with the approved manufacturer's instructions. Required smoke detectors shall receive primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery back-up. Smoke alarms shall emit a signal when the K batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for over current protection. The alarm shall be clearly audible in all bedrooms over background noise with all intervening doors closed. DOORS AND RELATED HARDWARE: All 3-1. All exterior and interior door hardware and hardware finishes shall be as selected by owner U.O.N. All doors with locks shall be keyed per owner's request. Al 3-2. For residential projects, privacy locks shall be provided at master bedroom & all bathroom doors. A13-3. All doors shall be provided with a door stop. A13-4. If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety device as per state law. GLAZING & WINDOWS: A14-1. Provide safety tempered glazing in "hazardous locations". All glazing in shower and tub enclosure shall be safety glass. All glazing indoors and within 24" arc of either vertical edge of door in closed position shall be safety glass. Al 4-2. All window frames shall be set in full bed of mastic. Lap building wrap over window flanges except at sill. All 4-3. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24 inches. The minimum net clear openable width dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have a finish height not more than 44 inches above the floor. A14-4. Safety glazing must have permanent labels / identification. STREET NUMBERS: A15-1. Install street address numbers of sufficient size and contrasting material to be readily visible from the street. FIRE STOPPING: Al -1. Fire -stopping sh IIbe provided to cut off all concealed draft openings (botb vertical n horizontal) andshall form a barrier between a top story and roof space, and in the following specific locations: A. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels, and at 10 -foot intervals both horizontally and vertically. B. At all interconnections between concealed verticle and horizontal spaces such as occur at soffits, drop ceilings and coving ceilings. C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. D. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceilings and floor levels, with noncombustible materials. E. At openings between attic spaces and chimney chases for factory -built chimneys. A16-2. Penetrations of rated assemblies shall be fire -stopped. Fire -stopping shall be an approved material as prescribed by the State Fire Marshall. A16-3. Draft stops shall be provided in the following locations: A. In single-family dwellings, when there is a usable space above and below the concealed space of a floor -ceiling assembly, draft stops shall divide the concealed space into approximately equal areas not to exceed 1,000 square feet. B. In buildings having two or more dwelling units and in hotels: In floor -ceiling assemblies, draft stops shall be in line with walls separating individual dwelling units and guest rooms from each other and from other areas. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be above and in line with the walls separating individual dwelling units and guest rooms from each other and from other uses. C. In all other buildings or portion of buildings used for other than dwelling or hotel occupancies: In floor -ceiling assemblies, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet, and the horizontal dimension between stops does not exceed 60 feet. In attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces, draft stops shall be installed so that the area between draft stops does not exceed 3,000 square feet, and the greatest horizontal dimension does not exceed 60 feet. A16-4. Draftstopping materials shall not be less than 1/2 inch gyp. board, 3/8 inch wood structural panel, 3/8 inch Type -2-M particleboard or other approved materials adequately supported. All 6-5. Except where enclosed usable space under stairs is prohibited, the walls and soffits of such enclosed space shall be protected on the enclosed side as required for one-hour fire -resistive construction or the fire - resistance rating of the stairway enclosure, whichever is greater. A16-6. Provide one-hour occupancy separation between living space and garage. Separation may be limited to the installation of materials approved for a one-hour fire -resistive construction on the garage side and door per note A19-7. All 6-7. Doors shall be self-closing, tightfitting of solid -wood construction 1 3/8 inches in thickness or self-closing, tightfitting doors acceptable as a part of an assembly having a fire -protection rating of not less than 20 minutes when tested in accordance with Part II of the applicable code. DRYWALL: All 7 1. All gypsum board seams shall be taped and textured as per owners request. All 7-2. Metal edge shall be installed at all exposed exterior corners. Al 7-3. All openings for outlets, switches, etc. shall be cut. Score & knock -out method shall not be used. Al 7-4. Fasteners shall conform with the applicable code and shall be applied in such a manner as not to fracture the face of the paper with the fastener head. Fasteners shall be spaced a minimum of 3/8 inch from edges and ends as per the applicable code. A17-5. All edges and ends shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All 7-6. Fire -rated assemblies shall have joints treated (taped). Al 7-7. Water-resistant gypsum board shall be installed at all wet locations except at showers. A17-8. Framing around showers shall be protected with approved waterproof paper. Water-resistant gypsum board may not be used. 1/2" cement backer board or other approved backing board shall be used. 9 HANDRAILS: i I 12 I �\ I 14. COMMERCIAL CONSTRUCTION: A18-1. Handrail assemblies and guards shall be designed to resist a load of 50 plf applied in any direction at the top and to transfer this load through the supports to the structure. For one- and two-family dwellings, handrail assemblies and guards shall be able to resist a single concentrated load of 200 pounds, applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. This load need not be assumed to act concurrently with the load specified in the preceding sentence. A18-2. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot, including openings and space between rails. Reactions due to this loading are not required to be superimposed with those listed in item A17-1. A18-3. Handrail height, measured above stair tread nosings, or finish surface of ramp slope shall be uniform, not less than 34 inches and not more than 38 inches. A18-4. Handrails with a circular cross-section shall have an outside diameter of at least 1.25 inches and not greater than 2 inches or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches and not greater than 6.25 inches with a maximum cross-section dimension of 2.25 inches. Edges shall have a minimum radius of 0.01 inch. A18-5. Handrail -gripping surfaces shall be continuous, without interruption by newel posts or other obstructions, with the exception of handrails within dwelling units, which are permitted to be interrupted by a newel post at a stair or ramp landing. Additionally, within a dwelling unit, the use of a volute, turnout or starting easing is allowed on the lowest tread. Handrail brackets or balusters attached to the bottom surface of the handrail that do not project horizontally beyond the sides of the handrail within 1.5 inches of the bottom of the handrail shall not be considered obstructions. For each 0.5 inch of additional handrail perimeter dimension above 4 inches, the vertical clearance dimension of 1.5 inches shall be permitted to be reduced by 0.125 inch. A18-6. Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight or ramp run. At stairways where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not continuous between runs, the handrails shall. extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. Handrails within a dwelling unit that is not required to be accessible need extend only from the top riser to the bottom riser. A18-7. Clear space between a handrail and a wall or other surface shall be a minimum of 1.5 inches. A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. A18-8. On ramps, the clear width between handrails shall be 36 inches minimum. Projections into the required width of stairways and ramps at each handrail shall not exceed 4.5 inches at or below the handrail height. Al 8-9. Stairways shall have intermediate handrails located in such a manner that all portions of the stairway width required for egress capacity are within 30 inches of a handrail. On monumental stairs, handrails shall be located along the most direct path of egress travel. GUARDRAILS: All 9-1. Elements of the guardrail assembly shall be required to resist the forces prescribed in note A17-1 and A17-2. Al 9-2. Guardrails shall be located along open -sided walking surfaces, mezzanines, industrial equipment platforms, stairways, ramps and landings that are located more than 30 inches above the floor or grade below. They shall also be located along the glazed sides of stairways, ramps and landings that are located more than 30 inches above the floor or grade below where the glazing provided does not meet the strength and attachment requirements in item A18-1. A19-3. Guardrails shall form a protective barrier not less than 42 inches high, measured vertically above the leading edge of the tread, adjacent walking surface or adjacent seatboard. In Group R-3 occupancies, and within individual dwelling units in occupancies in Group R-2, guardrails whose top rail also serves as a handrail shall have a height in accordance with item Al 7-3. Al 9-4. Open guardrails shall have balusters or ornamental patterns such that a 4 -inch diameter sphere cannot pass through any opening. The triangular opening formed by the riser, tread and bottom rail at the open side of a stairway shall be of a maximum size such that a. sphere of 6 inches in diameter cannot pass through. Within individual dwelling units and sleeping units in Group R-2 and R-3 occupancies, openings for required guards on the sides of stair treads shall not allow a sphere of 4.375 inches to pass through. A19-5. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 inches above the floor or grade below. STAIRS: A20-1. Stair riser heights (other than for those occupancies listed in note All 6-3) shall be 7 inches maximum and 4 inches minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. A20-2. Stair tread depths (other than for those occupancies listed in note A16-3) shall be 11 inches minimum. The tread depth shall be measured horizontally betwen the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 11 inches measured at a right angle to the tread's leading edge at a point 12 inches from the side where the treads are narrower and a minimum tread depth of 10 inches. A20-3. For Group R-3 occupancies; within dwelling units of Group R-2 occupancies; or for Group U occupancies accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies, the maximum riser height shall be 7.75 inches; the minimum tread depth shall be 10 inches; the minimum winder tread depth at the walk line shall be 10 inches; and the minimum winder tread depti i shall be 6 inches. A nosing not less than 0.75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. A20-4. A spiral stairway shall have a 7.5 inch minimum clear tread depth at a point 12 inches from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches minimum, but riser height shall not be more than 9.5 inches. The minimum stairway width shall be 26 inches. A20-5. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch in any flight of stairs. The greatest winder tread depth at the 12 -inch walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch measured at a right angle to the tread's leading edge. A20-6. The radius of curvature of the leading edge of the tread shall not be greater than 0.5 inch. Beveling of nosings shall not exceed 0.5 inch. Risers shall be solid and vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from vertical. The leading edge (nosings) of treads shall project not more than 1.25 inches beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. A20-7. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such. dimension need not exceed 48 inches where the stairway has a straight run. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches into a landing. A20-8. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. A20-9. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. A20-10.Outdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces. A20 -11.A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. A20-12.The smallest radius on curved stairways shall not be less than twice the required width of the stairway, except for occupancies in Group R-3 and within individual dwelling units in occupancies in Group R-2. A20-1 3. Stairways shall have handrails on each side (except for stairways within dwelling units and spiral stairways, which are required to have a handrail on one side only). Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change in elevation is greater than what is required for a landing do not require handrails. Additionally, Group R-3 occupancies with a continuous run of treads or flight of stairs with fewer than four risers, and changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 occupancies, do not require handrails. is A27-1. Provide sign over main exit door: "This door shall remain unlocked whenever building is occupied". A27-2. Install 8" x 8" international symbol of accessibility at main entrance. A27-3. All exit doors shall be openable with one master key. An approved master key box ("knox-box" or equal) shall be provided per the applicable code. Obtain all required permits and approval through the fire department. Refer to owner for more detailed keying system. The "knox" box shall be on the right side of the main entry, 6 feet high. A27-4. Panic hardware, where installed, shall comply with the requirements of the applicable code. The activating member shall be mounted at a height of not less than 30 inches nor more than 44 inches above the floor. The unlatching force shall not exceed 15 pounds when applied in the direction of travel. A B iD E O N N C 9 N ° 0 3 00 >TS --o ro N COL) C11- C U U O X O N O o -u6 N u Evia3a ��m`o oro�mo>,Ec�i n nais y r ro NmoE3Hoa o oma Z y c E ,z c ?3 E ro-0 c n m >, L N C .t. E& C N O1 fC4 T W (0, N E >n�ct coC ca- 0 o 2 E -5.2 a2 0 (Z LU c a 3 D o ro w -moo 0C= Eo0lvro�ro0C 0`02 5-0)5-0)Oa.Em oE W N U O O C . Y .. d N (n 0Q m O .t.. >, U C_. N -0 d C C, c m d ro 6CD L C)LU M N cn 0 w M Ic y J � o 0 Co o LL OU J � N Z < (� UC 0 O c ' co . ai' UJ VZ o N U m - � o > U z O ii MEN G I K Hoy ToI L 0 Im SCOTT R. TURNIQUIST UC. NO. C708545 CP�CK Pi" Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Architectural Notes A-1 Plotted: 5/22/2008 9:41:46 AM 13 14 13 ?J Cd Q Q) MEN G I K Hoy ToI L 0 Im SCOTT R. TURNIQUIST UC. NO. C708545 CP�CK Pi" Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Architectural Notes A-1 Plotted: 5/22/2008 9:41:46 AM 13 14 13 ?J II 0W O O O Tl� !.~ r r I 3 n < I I I I I I tJ co N 1 `- —i 0 (D (A 6 o (D Q T ) N � �. v 1 C') 112. s T/1 S O N m� OOOU) 0-CL0-s= N D o �• l�J U O D cc 1< -LL 0, o o :b 0 �0 0 Qom D 03 Dw 07n 0 c N Q 3 M 53,(J 'T1 !.~ r r I 3 n < I I I I I I C/) tJ co N 1 `- —i 0 (D (A 6 o (D Q T ) N � �. v 1 C') 112. s T/1 S V N m� OOOU) 0-CL0-s= N D o �• W I--1 D cc 1< -LL 0, :b 0 ccaDaD :b 0 �0 0 Qom D 03 Dw 07n 0 c N Q 3 M 53,(J 0� ((DD —• O X O 1 4�t X •P 00 X 1 . 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They are also not be that may constitute a detriment directly or used in any mannerr that or Engineering. Acceptance of these drawings CHICO, CALIFORNIA 95926 indirectly to NorthStar Chico CA PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. 2 ® www.northstareng.com t�3 w� odd 0m O ZY II � I I i I U -k Cl) COD• I O 41 O OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" O w� GJ odd 0m O ZY ��1)CCD � I I i I U -k Cl) COD• I O 41 O OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" o�0 S O GJ 14'-0" O Sill: 3'-0" O Sill: 3'- 0" O Sill: 3'- 0" 26'-0" O Sill: T- 0" O Sill: 3'- 0" odd 0m O ZY ��1)CCD � � i I U -k Cl) COD• I O 41 O OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" o�0 S rn 0 i � W O C3_ Cn W O O_ 01 rn '- o � 10 0 cn (D -k n EQ CCO (D O V \V \V 1��1 Jn�v1 0 O O 0 0 M O v fJ .i3 0 ZY O 1� rI 14'-0" O Sill: 3'-0" O Sill: 3'- 0" O Sill: 3'- 0" 26'-0" O Sill: T- 0" O Sill: 3'- 0" ill: 3'-0" Sill: 3'-0" Sill: 3'-0" 20'-4" 40'- 0" N Ui O odd 0m Q ZY ��1)CCD � � i I U -k Cl) COD• I O 41 O OOEQ Sill: 3'- 0" Sill: 3'- 0" 5'-0" 4'-6" o�0 S rn 0 i � W O C3_ Cn W O O_ 01 rn '- o � 10 0 cn (D -k n EQ CCO (D (� V \V \V T 0 O O (D M O v' CQ O U ZY O 4'-6" 4'-6" rI ill: 3'-0" Sill: 3'-0" Sill: 3'-0" 20'-4" 40'- 0" N Ui O r 0 � 0a —4 X q �a Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA D Rev. Date odd 0m Q ZY ��1)CCD � � Cn o�0 S /�, lW (D , n Cn CCO (D (� V \V \V T 0 O O (D M O v' CQ O U ZY O -3 rI O O 3�T TI C7 TI TI O O O 00 -0 -0 N O C O' (n 0 r 0 � 0a —4 X q �a Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA D Rev. Date r-� D (D W O � s= Q cQ >WnO 'O (D CD Q Q (D W Cn n O i= -0 (D Q' t.� 0 Z 0m Q ZY 0 � Cn Cn Cl) S /�, lW (D , n Cn CCO (D (� V \V \V T (D CQ O (D M O CQ CQ O CQ ZY CD D CD (D O 3�T TI `V TI TI O O O -0 -0 -0 O O C O' (n 0 3 n cD (CD CD (D 3 N' (D Q. 0 W F < (D :� 0 CD (D U0 00 00 00 U) N N N N Cn 0 0 0 0 0 0 0 0 0 00 /� W W W W (D -m (D co M rn (Y1� rn Ul (0 Ul W 00 (0 (D X O O O O 00 (n Cn Cn U)00 0 77 TI TI -n W m cD M m Cn C �S CD O CD O (D O Cr60-S N W W (D CD W W W r-� D (D W O � s= Q cQ >WnO 'O (D CD Q Q (D W Cn n O i= -0 (D Q' t.� 0 O D Z 0m V ZY O C ZY Cn Cn Cl) S /�, lW (D , n Cn CCO (D (� V \V \V T (D CQ CQ CQ M O (Q CQ O CQ C C' CD CD (D CD (D O 3�T TI `V TI TI TI O O -0 -0 -0 O O C O' O lmV 3 n Cn (CD CD (D 3 N' (D Q. lV W F < CL :� 0 CD (D O (n (D Q (D it O O n -'S O O O D Z Q (D O /� W W W W (D -m (D co M rn rn rn rn rn rn X X X X X O O O O 0 0 0 0 0 0 (D (D CD cD (D m cD M m 0 C �S CD O CD O (D O Cr60-S O (D (D CD W W W W W (D CQ O O O (D CDD CDD (D ((D C C D -rl D TI D ?1 Z (D L L Ln (OD N (OD ((D W C/) 3 C/)W 3 ��������3 3 3 3 3. (D n Q < (D (D - < (D (D < (D (D - - CCS' �' (6' CQ - (3 (n (n 0 U) (n �' Cn �' U) �' Ocn (n (n (n O (n O cn s= Q 0 �� o 0 0 : O O O O O O Ul 00 Ul 00 O- Q. O- Q. Q. C\ 00 U7 00 Ul 00 Ul 00 U) -0 -0 -0 -0 Cr Cr O O O O O O O Q. Q- 0 0 Q- Q. Q. Q- C:) O O Q (D (DQ D D D Ln Ln Ln TI TI Ln LJ LJ 1J/ Q (D � Cn C W O W C O C O CSD (D (D (D CD (D C)7D a Q- (n O O Z3 CD_Q' Z3 Z3 Q• n C)_ CT O (0 (D Cn Q (n (D Q (I) (D (n -0 CD U) -0 (D cr) -0 (D Q Q Q Q (OD Q (OD Q CD O D Z 00 V O W 4!�-- Cn Cn Cl) Cn Cn Cn 5' n _ cD 5' C 5 (D CQ CQ CQ CQ_ (Q CQ CQ CD (D CD (D CD (D (D TI TI TI TI TI W ' C C i= S= O C C cncn(nWWWW 3 n Cn CD (D .� N' (D CD (DO W F < -1 < CD < U) (n (D Q (D it o Ln O O O O D Z Q O =3 W W W W W W co M rn rn rn rn rn rn X X X X X X X 00 00 00 C0 00 00 00 O O O O O O O ='' W (D p D CCD CCD (D ((D CCD CCD CD W W W W W W W (D CQ W (D (D CDD CDD (D ((D ((D 0 (D Z ; cn 711 ; C;D CSD W (D n n Q n N n U) Q. Q Q. CSD Q. 0 �� o 0 0 cD Cn m cn Cn U) cD cD (D (D C7 C-) C-) C) 0 0 0 0 Q (D (DQ O D Z 00 V O W 4!�-- W (D 77 Civil Engineers • Surveyors D �- principles of design. These plans are not to be reproduced, W N j cD are they to be assigned to any third party without the expressed C (D 0 (D CHICO, CALIFORNIA 95926 Q W Q. W www.northstareng.com CD W n 0 0 cD O X Q. W ' Q (D 0 (D �, o Q -,, W 3 n Cn CD (D .� N' (D CD (DO W F < -1 CD. CD O U) (n (D Q (D it o Ln W C3D O Q cn C3'1 W (n p O c I- O = I- O D O -% -0 _ � �_ �_ W CD Q U)- Q_ Q- 0 0 y ='' W (D p D Q- Q c CD �' � W (D CQ W O O CD 0 (D Z cn (D(D (D 3 (D Q U) O D Z 00 V O Ui 4!�-- W (D 77 Civil Engineers • Surveyors D �- principles of design. These plans are not to be reproduced, W O cD are they to be assigned to any third party without the expressed C (D 0 used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 CCD W Q. W www.northstareng.com W n 0 0 cD O Q. W ' Z3 (D 0 (D �, o Q -,, W CD n CQ CD (D .� :3 CD (DO W F < O D CD O U) (n (D Q (D it o DD O O D ^Z W 3m ♦V I O O --S Cn (D 71 O O 3 C U). W C/) = C7 zT (D Q. C (D C) O 3 3 (D O C7 O 3 m O (O 00 V CT) Ui 4!�-- W N Civil Engineers • Surveyors 0 principles of design. These plans are not to be reproduced, Chico, California O are they to be assigned to any third party without the expressed C CD p y used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 CD W C W www.northstareng.com W n cD CD ' Q (D CD �, o Q -,, W n (D .� :3 O- (D (DO cn zs F < D Z) O ch (n (D Q (D o y (D Q (n c D -% -0 Q U)- ,; y ='' W p D Q- Q. �' � s (D CQ O O O (D Z cn (D(D (D Nofth�r North Star Engineering expressly reserves its common law copyright and other property rights in these plans, including the Civil Engineers • Surveyors principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of North Star Engineering. They are also not to be used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to North Star Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. www.northstareng.com r>� tat cx- :.a G I E K Re e• 1 /4" = 1 '-0" 5 f x 4'AC T System 9'- 0' A.F.F. 2'x 4' A�T System 9'- 0 A.F.F. d Ceiling Plan -Second Floor a NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE & FOR IN LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH UBC STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN UBC SECTIONS 25.212.1 & 25.212.2 FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING. MASONRY OR CONCRETE HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN 60 LBS.) PROVIDE 12 GA. HANGER WIRE 48" O.C. ALONG TRUSS & COMPRESSION POST PER U.B.0 PROVIDE SUPPORT AT EA. CORNER OF LIGHT FIXTURES W/ 12 GA. WIRE IN ADDITION TO RUNNER SUPPORTS. SEISMIC LOCKING PIN ---- I _-- HANGER WIRE Locking Clip To Fasten Cross Runner To Main Runner Sus x 4' AQT Syst 8' - 01 A. F. F. 2'x 4' AqT System 8' - 0' A. F. F. 13 14 12 GA. VERTICAL HANGER WIRE @ 4'-0" ALONG EACH MAIN RUNNER 45° 45° 2" MAX. MAIN RUNNER AT 4'-0" O.C. SLOT END OF TUBE TO FIT OVER CLG. RUNNER Typ. Splay Bracing Detail d Ceilin-q Details 2'x 4' A T Syste A.F.F. x 4' ArtT System 81- 0' A.F.F. 2'x 4' A T System 8'- 0' A. F.F. 2'x 4' A T System A.F. F.— Reflected Ceiling Plan - First Floor 1/411 = 1'-0" 12 GA. VERT WIRE HANGER - LEVEL CEILING GRID PRIOR TO SETTING TUBE POST �- 1/2" THIN WALL ELECTRIC CONDUIT 45° 45 SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER. ALL WIRES ATTACHED TO 45° MAIN RUNNER(4 DIRECTIONS) CROSS RUNNER @ 2'-0" O.C. SPLICE NOTE: EXTEND TUBE TO BE TIGHT TO CLG. GRID AND STRUCT. ABOVE 1C, LFI Ln]O G�CQLn] 12 13 14 1) 1 e 1 2 3 IB G ID 1 0-0 L 0 O 3 mo) d p T O 3._a)a))aci� ro'puoxoa�ro o c o n ro ro° E- a 3 a c E y ro v o c°Ea) N -02L N N •N N O E m o o `o m ro ro Z c m U d CI .` U Nc_mEp-a��¢ t/l ro �_ C N p) >.LN Cr d1OC y N ro ` LrU- U d U > n ro c E 0-F M row w F p N C O. C O � -z w o Q) - ros� -.16 6 0' w ro c Cr:ro o c '& U • N N C c o o a T o E ro U p co:: C O ro L N' T U ro �•, cn�)amroc�cro 0ac m c ami= a Z L >1 o C) LU Y ~ N N L rn r U) O "' -10 E L fn Icix U J C¢' N C O z < f V 4Q o 0 Z -) r D C o L r, WU - U C) U z 0 _ a MEN IN 1K FE SCOTT P. TURNIQUIS PIAN CH SCK PEVIM- N rn N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan A- 4 Plotted: 5/22/2008 9:41:56 AM Q MEN IN 1K FE SCOTT P. TURNIQUIS PIAN CH SCK PEVIM- N rn N Design: TM Checked: ST Date: May 2008 Job No. 08-072 Sheet: Reflected Ceiling Plan A- 4 Plotted: 5/22/2008 9:41:56 AM hj <711 Q$; - W T, O J Y X: u •A w O o � o0 O (D W (D O Q C �• i* O 0 ' M�y0 W n (D — co � ✓ O CnQ C:n O o o Q w N O 0 O J Y X: :z.. 0% Z Expansion For: Smucker Quality Beverages 37 Speedway Ave. ® Chico, CA Rev. Date H n�t PdorthStar Civil Engineers • Surveyors Chico, California 111 MISSION RANCH BLVD., SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com M C. •A w N o � o0 00 (D W (D O Q C �• i* 0 ' M�y0 W n (D — co (D CnQ C:n O CSD Q w N O :z.. 0% Z Expansion For: Smucker Quality Beverages 37 Speedway Ave. ® Chico, CA Rev. Date H n�t PdorthStar Civil Engineers • Surveyors Chico, California 111 MISSION RANCH BLVD., SUITE 100 CHICO, CALIFORNIA 95926 PHONE: (530) 893-1600 FAX: (530) 893-2113 www.northstareng.com M Cn •A w N o � 3 --1 00 (D W (D O Q N �• i* 0 O (D n (D — co (D Q C:n Zr CSD Q O J Cn \V �mm CD D(D �. (D 0 = lV Cr -0m SO mm (D CD 0- CD m (0 CD �- n 3 C- (D W c a zT CC) m CD (D D , N rn NorthStar Engineering expressly reserves its common law copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed written consent of NorthStar Engineering. They are also not to be used in any manner that may constitute a detriment directly or indirectly to NorthStar Engineering. Acceptance of these drawings is an agreement to these terms. W 011 N E L0 F3 G1 CYi :� T:: RPL* i� zi r1t N W � 77 Cn 3 O X, (D 2 CSD W 37'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" I, 25'-0" I, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" (. 25'-0" 1_ 25'-0" 1_ 25'-0" 1_ 25'-0" 1 25'-0" I 25'-0" I 25'-0" 1 d C) d O o rt CCD NorthStar Engineering expressly reserves its common law A 0'4� copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, O Chico, California CD are they to be assigned to any third party without the expressed 0 0 written consent of NorthStar Engineering. They are also not to be O o �n� VU indirectly to NorthStar Engineering. Acceptance of these drawings b MO W is an agreement to these terms. to www.northstareng.com V� o t� N 00 b T:: RPL* i� zi r1t N W � 77 Cn 3 O X, (D 2 CSD W 37'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" I, 25'-0" I, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" 1, 25'-0" (. 25'-0" 1_ 25'-0" 1_ 25'-0" 1_ 25'-0" 1 25'-0" I 25'-0" I 25'-0" 1 Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 52'- 6" d C) d CD o rt CCD NorthStar Engineering expressly reserves its common law A 0'4� copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California CD are they to be assigned to any third party without the expressed 0 0 written consent of NorthStar Engineering. They are also not to be used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings b MO W is an agreement to these terms. to www.northstareng.com V� o N 00 Expansion For: Smucker Quality Beverages 37 Speedway Ave. Chico, CA 52'- 6" I N, U3 01 ra j �r x, ® Rev. Date NorthStar NorthStar Engineering expressly reserves its common law Civil Engineers • Surveyors copyright and other property rights in these plans, including the principles of design. These plans are not to be reproduced, Chico, California changed, copied or loaned in any form or matter whatsoever, nor are they to be assigned to any third party without the expressed 111 MISSION RANCH BLVD., SUITE 100 written consent of NorthStar Engineering. They are also not to be used in any manner that may constitute a detriment directly or CHICO, CALIFORNIA 95926 indirectly to NorthStar Engineering. Acceptance of these drawings PHONE: (530) 893-1600 FAX: (530) 893-2113 is an agreement to these terms. ® www.northstareng.com I N, U3 01 ra j �r 2 A C 4_ B 9 :................. Section Detail 2 :.' 3/8" = 1'-0" 112 13 Keynote Legend A 1 Slab per foundation plan 2 Steel stud wall per plan 3 Acoustical ceiling the system 4 Footing per foundation plan 5 Floor per floor framing plan 6 Insulation per note A3-12 on sheet A-1 7 5/8" gyp. board, typ. per section A17 on sheet A-1 8 4' High plywood wainscott - all exterior walls 9 Protective concrete curb CO CO M l'-8" 40 Kitchen Cabinets Cabinet Detail, Tip. - ------------- I - I I I 2 I ---- n Ile II --- ! ---- ► -- - -- --- II 1 I ._-__.• - .�, ___._._ - ..__-_. —._-._ _... --. - -_— - � ----- � I —I I —I !— I I I I I I I_ :_ ;II .II II III .11 III III K Section 1 1 /8" = 1'-0" you [Foa 1 1: 12 1:s 4 i 5 Ic I N F-- - m C O > O O 3 — -0 8 � ro� o o xao m m E c 43 m c E v o 0 ro 0 o> E a Ca Nas n _a NNoE'3�on a O 0O C ro 0 aZ cm E ro O N C n 0 Q TL C C L Ql CO C ��QccW �:a,E > N m N c O C' w cm)NEm� 0 CL -Or roW N 0) a) 2 C O C' d L C OJz N (n O 2r -oa�a�ro�roo� 0 0 - ro W ro 0 on C� O N 0 C 0 TO (f) .21a 0 O C C U R7 .'C. >. O C :2 a) "O O C o n c ro 0= m o m Z o0 ncLi ro 3 �.c m L O >+ o o � :4 W r ~ N N L ::D C N O U' Q • o a �V CO o oc U W N i V U o0 C:) c Cai'- Z 0 U o W C > V U Z 0 _ a a� c� Q N ONE bL Cd c CO W U CO CO K RE ISI SAO T p RZ- eup'%j ' � d US. NO. C70 5A Design: TM Checked: ST Date: May 2008 Job No. 08_072 Sheet: Sections F A-7 Plotted: 5/22/2008 9:42:16 AM 60" MIN° °.3 N N 0 HAND-HELD SPRAYER UNITro 16 o ° o TO BEM ° OUNTED WITHIN 27" ° o o 36" MIN ° _ ° m FROM SEAT MOUNTING WALL c o ro d ro� E 18" \ ' a 3:01 :01 WATER CONTROLS TO BE c E = 00m mo>,Ero 6" MAX ACCESSI LE C FOUNTAI I MOUNTED BETWEEN 18"-24" Y E 7 a FROM SEAT MOUNTING WALL ' L ° o 0 g -u�o3�v.- STANDARD HEIGHT o o . FOUNTAIN Q FLUSH VALVE 60 C- ° FOLDING Q ON WIDE SIDE - a._ ro o N !n C C > C E rx ro N ro o E- Q NOTE: IF ALCOVE DEPTH (X) z o l o.2 SEAT z 32" MIN O N C L N W N IS GREATER THAN 24", THEN g - N 23" MAX I.> r m o N r o ALCOVE WIDTH (Y) MUST BE m z 42" MIN a aA E z E n o A MINIMUM OF 36". W m N a o � o //JJ O ro L U �o T U ro�` X O t.mCo ca_ Z r° o o O Z U O_ U ro 3 S C .N INTERNATIONAL SYMBOL T OF ACCESSIBILITY LU0 _ z LU Q N REQUIRED CLEAR � N (Y� FLOOR SPACE � o / 1 /CD l' 0 161MAX SYMBOL OF ACCESSIBILITY 0 CD dCD 1-1/2" MAX 1" MIN '� "' E � rn "HI -LO" FOUNTAIN 32" MIN N 0 - � @ E .= 18" MIN i m o v 60" MIN. CLEAR z f 1 o z o U 2 W m MC SPRAIY HOSE.OWER THAT SHOWER FUSED IT t _ C p DO U W N FLEX BLE AY Z U O o 48" MIN. MIN. 60' LONG BOTH AS FIXED HEAD AND o c W V o U' v AS A HAND-HELD >' SHOWER UNIT HEAD MEN U z HANDICAPPED O STANDARD ACCESSIBLE TOILET STALL ACCESSIBLE MEN WOMEN UNISEX RESTRooMs FRST OOMORN SINGLE -LEVE (DOOR OPENING AT FRONT OF STALL) WALL -SIGNAGE (TYP.) MIXING VALVE 1 " MAX O 60" MIN 12" FOLDING 36" MIN 12" \ 12" �- 6" MAX M SHOWER SEAT o 18" \y M 2% MAX. - 6" MAX DOOR MOUNTED SIGNAGE (TYP.) SURFACE SLOPE T - NOTE: PICTOGRAMS AND/OR LETTERING ARE 6" MAXL-j REQUIRED ON DOOR -MOUNTED SIGNAGE. O a fo X WALL OPPOSITE SEAT BACK (LONG) WALL SEAT WALL WALL MOUNTED SIGNAGE TO BE DOOR -MOUNTED r SIGNAGE a 32" MIN LOCATED ON LATCH SIDE OF (X) DOOR CLEAR OF DOOReNF Q N 42" MIN MOUNT AT 60" TO CENT SHOWER STALL DESIGN OF SIGN FROM FLOOR. CLEAR FLOOR SPACE F z z Co \ 32 R N z N 60" GL g Ln N HEIGHT OF LETTERING ALCOVE INSTALLATION 5/8" MIN TO 2" MAXz RESPONDING LOOP OR U -SHAPED UPPERCDE II BRAILLE HANDLE ON DOOR CHARACTERS 18" MIN. � z cM IDENTIFICATION SYMBOLS M NOTE: DOOR MAY ALSO Nr� Nr� SWING INTO STALL NOTE: TOTAL STALL DIMENSIONS (� MUST INCORPORATE ALL CLEARANCES ✓ ✓ SHOWN TO COMPLY WITH BOTH TOILET PAPER HOLDER STATE AND FEDERAL REQUIREMENTS. X STOPSWITHOUT �Q m� X h+y _ STANDARD ACCESSIBLE TOILET STALL 12° MAX 42°MIN 36" MIN 6" MAX �,'�ct N (DOOR OPENING AT SIDE OF STALL) 12" MIN 12" MIN O 3s"MAx •r -.q '—' CE 8" MIN. ^^ ^ f l cd X 12" MAX ?-�-1 f^ V I I X Q VL 6" MAX. z z -60" MIN co z .1 ►�1 ,Li o `' W z z 52" MIN 0 m co SPOUT HEIGHT AND KNEE CLEARANCE 8" MIN KNEE r 24" MIN CLEARANCE 6" MAX TOE Z CLEARANCE co 36" MIN 24"MIN SIDE VIEW FRONT VIEW 17" MIN. Dr°42"MIN NOTE: DOOR MAY SWING vl 34" MIN EITHER IN OR OUT OF STALL FLOOR -MOUNTED WATER CLOSETS 30" MIN. REQUIRED xQ - 12" MAX CLEAR SPACE �\ / X=52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS o X=54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS z 18 MIN. O O (OPEN TOILETING SITUATIONS) H AS IN SINGLE ODATION ROOMS OR DRINKING FOUNTAINS CC)OTOILET PAPER HOLDER WITHOUT H- o 44" MIN X STOPS U -SHAPED HANDLE LOOP HANDLE 00 12" MAX 6" MAX The inside and outside of the compartment doors to disabled NOTE: THE CLEAR FLOOR SPACE 42" MIN 36"MIN accessible stalls must be equipped with a loop or U-shaped handle AT FIXTURES AND CONTROLS, THE LAVATORIES immediately below the latch. The latch must be flip -over style, sliding ACCESSIBLE ROUTE AND THE 36" MAX or other hardware not requiring tight grasping or twisting. TURNING SPACE MAY OVERLAP. PO > z n 0 30" RADIUS CE m cmrn m m `� STALL DOOR HARDWARE 12" MIN 1-1/2" O� DO `o � 12" MAX C'' O � 1-1 /4" TO 1-1/2" 44" N r 24" M I N NOMINAL DIAMETER D 0 0 SIDE VIEW FRONT VIEW 0 0 A WALL -MOUNTED WATER CLOSETS 14" MIN E z � Design: TM D K X v 30 rEVELl"CLEAR MIN - Checked: ST Date: Ma WALL WATER CLOSET DETAILS y 200 GRAB BAR DIMENSIONS Job No. NOTE: WHEN SIX �6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION 08-072 TOILET ROOM, ON STALL MUST BE A STANDARD SIDE -TRANSFER ACCESSIBLE STALL AND ONE GRAB BARS ADDITIONAL "SEMI -AMBULATORY" STALL UST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH' RESTROOM ACCESSORIES 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84)Sheet: ADA Details 17"MAX URINALS MULTIPLE ACCOMMODATION TOILETS 0 0- ADA -1 Plotted: 5/22/2008 9:42:16 AM n 5 r c: ` `. 12 1;` 14 y 1 ei I V/ I '1 :3 14 r is 1S 60" MIN° °.3 N N 0 HAND-HELD SPRAYER UNITro 16 o ° o TO BEM ° OUNTED WITHIN 27" ° o o 36" MIN ° _ ° m FROM SEAT MOUNTING WALL c o ro d ro� E 18" \ ' a 3:01 :01 WATER CONTROLS TO BE c E = 00m mo>,Ero 6" MAX ACCESSI LE C FOUNTAI I MOUNTED BETWEEN 18"-24" Y E 7 a FROM SEAT MOUNTING WALL ' L ° o 0 g -u�o3�v.- STANDARD HEIGHT o o . FOUNTAIN Q FLUSH VALVE 60 C- ° FOLDING Q ON WIDE SIDE - a._ ro o N !n C C > C E rx ro N ro o E- Q NOTE: IF ALCOVE DEPTH (X) z o l o.2 SEAT z 32" MIN O N C L N W N IS GREATER THAN 24", THEN g - N 23" MAX I.> r m o N r o ALCOVE WIDTH (Y) MUST BE m z 42" MIN a aA E z E n o A MINIMUM OF 36". W m N a o � o //JJ O ro L U �o T U ro�` X O t.mCo ca_ Z r° o o O Z U O_ U ro 3 S C .N INTERNATIONAL SYMBOL T OF ACCESSIBILITY LU0 _ z LU Q N REQUIRED CLEAR � N (Y� FLOOR SPACE � o / 1 /CD l' 0 161MAX SYMBOL OF ACCESSIBILITY 0 CD dCD 1-1/2" MAX 1" MIN '� "' E � rn "HI -LO" FOUNTAIN 32" MIN N 0 - � @ E .= 18" MIN i m o v 60" MIN. CLEAR z f 1 o z o U 2 W m MC SPRAIY HOSE.OWER THAT SHOWER FUSED IT t _ C p DO U W N FLEX BLE AY Z U O o 48" MIN. MIN. 60' LONG BOTH AS FIXED HEAD AND o c W V o U' v AS A HAND-HELD >' SHOWER UNIT HEAD MEN U z HANDICAPPED O STANDARD ACCESSIBLE TOILET STALL ACCESSIBLE MEN WOMEN UNISEX RESTRooMs FRST OOMORN SINGLE -LEVE (DOOR OPENING AT FRONT OF STALL) WALL -SIGNAGE (TYP.) MIXING VALVE 1 " MAX O 60" MIN 12" FOLDING 36" MIN 12" \ 12" �- 6" MAX M SHOWER SEAT o 18" \y M 2% MAX. - 6" MAX DOOR MOUNTED SIGNAGE (TYP.) SURFACE SLOPE T - NOTE: PICTOGRAMS AND/OR LETTERING ARE 6" MAXL-j REQUIRED ON DOOR -MOUNTED SIGNAGE. O a fo X WALL OPPOSITE SEAT BACK (LONG) WALL SEAT WALL WALL MOUNTED SIGNAGE TO BE DOOR -MOUNTED r SIGNAGE a 32" MIN LOCATED ON LATCH SIDE OF (X) DOOR CLEAR OF DOOReNF Q N 42" MIN MOUNT AT 60" TO CENT SHOWER STALL DESIGN OF SIGN FROM FLOOR. CLEAR FLOOR SPACE F z z Co \ 32 R N z N 60" GL g Ln N HEIGHT OF LETTERING ALCOVE INSTALLATION 5/8" MIN TO 2" MAXz RESPONDING LOOP OR U -SHAPED UPPERCDE II BRAILLE HANDLE ON DOOR CHARACTERS 18" MIN. � z cM IDENTIFICATION SYMBOLS M NOTE: DOOR MAY ALSO Nr� Nr� SWING INTO STALL NOTE: TOTAL STALL DIMENSIONS (� MUST INCORPORATE ALL CLEARANCES ✓ ✓ SHOWN TO COMPLY WITH BOTH TOILET PAPER HOLDER STATE AND FEDERAL REQUIREMENTS. X STOPSWITHOUT �Q m� X h+y _ STANDARD ACCESSIBLE TOILET STALL 12° MAX 42°MIN 36" MIN 6" MAX �,'�ct N (DOOR OPENING AT SIDE OF STALL) 12" MIN 12" MIN O 3s"MAx •r -.q '—' CE 8" MIN. ^^ ^ f l cd X 12" MAX ?-�-1 f^ V I I X Q VL 6" MAX. z z -60" MIN co z .1 ►�1 ,Li o `' W z z 52" MIN 0 m co SPOUT HEIGHT AND KNEE CLEARANCE 8" MIN KNEE r 24" MIN CLEARANCE 6" MAX TOE Z CLEARANCE co 36" MIN 24"MIN SIDE VIEW FRONT VIEW 17" MIN. Dr°42"MIN NOTE: DOOR MAY SWING vl 34" MIN EITHER IN OR OUT OF STALL FLOOR -MOUNTED WATER CLOSETS 30" MIN. REQUIRED xQ - 12" MAX CLEAR SPACE �\ / X=52" MINIMUM WHEN WATER CLOSETS ARE IN STALLS o X=54" MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS z 18 MIN. O O (OPEN TOILETING SITUATIONS) H AS IN SINGLE ODATION ROOMS OR DRINKING FOUNTAINS CC)OTOILET PAPER HOLDER WITHOUT H- o 44" MIN X STOPS U -SHAPED HANDLE LOOP HANDLE 00 12" MAX 6" MAX The inside and outside of the compartment doors to disabled NOTE: THE CLEAR FLOOR SPACE 42" MIN 36"MIN accessible stalls must be equipped with a loop or U-shaped handle AT FIXTURES AND CONTROLS, THE LAVATORIES immediately below the latch. The latch must be flip -over style, sliding ACCESSIBLE ROUTE AND THE 36" MAX or other hardware not requiring tight grasping or twisting. TURNING SPACE MAY OVERLAP. PO > z n 0 30" RADIUS CE m cmrn m m `� STALL DOOR HARDWARE 12" MIN 1-1/2" O� DO `o � 12" MAX C'' O � 1-1 /4" TO 1-1/2" 44" N r 24" M I N NOMINAL DIAMETER D 0 0 SIDE VIEW FRONT VIEW 0 0 A WALL -MOUNTED WATER CLOSETS 14" MIN E z � Design: TM D K X v 30 rEVELl"CLEAR MIN - Checked: ST Date: Ma WALL WATER CLOSET DETAILS y 200 GRAB BAR DIMENSIONS Job No. NOTE: WHEN SIX �6) OR MORE STALLS ARE PROVIDED IN A MULTIPLE ACCOMMODATION 08-072 TOILET ROOM, ON STALL MUST BE A STANDARD SIDE -TRANSFER ACCESSIBLE STALL AND ONE GRAB BARS ADDITIONAL "SEMI -AMBULATORY" STALL UST BE PROVIDED WHICH IS 60" MINIMUM IN DEPTH' RESTROOM ACCESSORIES 36" IN WIDTH AND HAS AN OUTWARD SWING DOOR AND PARALLEL GRAB BARS (SEE FIG. 84)Sheet: ADA Details 17"MAX URINALS MULTIPLE ACCOMMODATION TOILETS 0 0- ADA -1 Plotted: 5/22/2008 9:42:16 AM n 5 r c: ` `. 12 1;` 14 y 1 ei 1 n I 4 I 9 si 12 i I '141 1 , J f•�r, o m y c�a c y -N�o•3 A 6 U � 44" MIN. o—CQo 36" MIN.iaom�� oL E Y 3 ro ac`o o c E a� m t c a'"o'o63~ten Z c Ero c a 8 CO « •m C C N rnro S o w o To N Ell � � yYncc >.oE m ro c T CL 0.)'u °�' °� E m� rC L c"o F� m2oF o c o roto. YO N O �/\ I ° o0 0o as m E - w m O o o �- c o d C C U C INTERIOR STAIRS EXTERIOR STAIRS o o r Z o ao ca 3 2 UPPER APPROACH AND LOWER UPPER APPROACH AND ALL 1 MAX 1/2" MAX TREADS MUST BE MARKED TREADS MUST BE MARKED AT 1:2 SLOPE 2" MINIMUM AISLES THAT SERVE AISLES THAT SERVE 1" MAXIMUM FROM STRIP WIDTH ONE SIDE ONLY BOTH SIDES EDGE OF TREAD WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT 1, i IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. O (PAINTED STRIPS ARE ACCEPTABLE) d o co FINISH FLOOR EVEN. C `� COMPRESSED CARPET N O E m , + 1-1/2" 1/4" MAX. BELOW THRESHOLD i m o THRESHOLD VISUALLY IMPAIRED WARNING STRIPING ■C �i V = ,� x E Z ¢ w _ U o r._ Z o STAIRWAYS WLD + 1-1/2" D U o 0 MAT CARPETING MUST a CONSIST OF: LEVEL LOOP -TEXTURED LOOP LEVEL CUT PILE, OR — +1 1/2" THE MINIMUM REQUIRED WIDTH LEVEL CUT/UNCUT PILE \ OF AISLES IS MEASURED AT �32' MIN. THE POINT FARTHEST FROM AN EXIT, CROSS AISLE OR NOTE: Provide a bumper in FOYER, AND SHALL BE INCREASED 1/2" MAX. PILE pocket to prevent 1 BY 1-1/2" FOR EVERY 5' OF THICKNESS � I door recedfroim fully ng. SLIDING DOOR DISTANCE TOWARD THE EXIT, � + 1-1/2" CROSS AISLE OR FOYER. E IF PILE HEIGHT EXCEEDS 24" MAX. _ ' � �� 4� 1/4", THEN EDGES MUST 3fl HAVE BEVELED TRIM. FIRM PAD 32" MIN.Q 32" MIN. EXPOSED EDGE HINGED DOOR FOLDING DOOR DOORWAY MUST BE SECURELY ANCHORED R; OR RECESSED INTO MINIMUM CLEARANCES AT DOORS REQUIRED AISLES WIDTH TRANSITION TRIM DOOR LANDING AISLES THRESHOLDS AT DOORWAYS PULL SIDE 24" MIN. z_ 18" MIN. C) CD I G 0 10" MIN. BOTTOM RAIL X o 12" � � � 1-114" MIN - 0 Z 1-1/2" MAX RUBBER BUMPER ON CHAIR rT m 0 Z g KICK PLATE AT DOORS 4—jPROVIDE THIS ADDITIONAL LANDING •� O SPACE IF DOOR IS EQUIPPED p X w CCS WITH BOTH A LATCH AND QJ •,U-1 v ACLOSER.Cd N o \` LEVERS PUSH/PULLS PANIC BARS PUSH SIDE ��VL NOTE: Inner handrails landings that 1 ( (jj ( H double back or immediately ly turn shall I 12" MIN. be continuous and shall not extend into landing or path of travel c s" U X: Extension of the handrail shall be I S 3 SEC. 70 equal to the tread width plus 12 inches TYPICAL DOOR LANDING CLEARANCES to the end of the level portion of the 1-1/2 tv IN MIN. L—+ handrail. �IDOOR CLOSURES, IF PRESENT, MUST u ' V1 30"- 4" 30"- 4" l � BE SET SO THAT IT TAKES DOOR AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES p FLOOR FLOOR TO WITHIN 3" OF THE LATCH. —X ACCEPTABLE DOOR HARDWARE 48" MIN. LANDING 1/8" MIN. RADIUS & MOUNTING HEIGHTS 12" 1-1/4"TO 9� 1-1/2" `\ X 1-1/4"TO NOMINAL DIA. DOORS 1-1/2" 1 1-1/4" MIN L _ 1-1/2" MIN 1-1/2" MAX 12" MIN. 1 1/2" MAX. 1 1/2" MAX. w., R- F - 3 11 MIN. �� ,� 1 1/2" MAX. 60 `.� Cid 48" MIN. 60 12" MIN. o 34"-38" 1 1 JAX. 7" AX. 27" MAX. 34"-38" MAX. 27" MAX. 1/8" MIN. RADIUS ( YP.) KFLUSH RISER ANGLED NOSING ROUNDED NOSING Design: TM EXTENSION AT BOTTOM OF RUN Checked: ST EXTENSION ATTOP OFRUN ABLE TREAD WIDTH AND EXAMPLES Date: TWO HINGED DOORS IN SERIES A - Tread width Y - The minimum handrail extension USMay 2008 B - The minimum handrail extension required at each top riser. Job No. treof ad d inches d at the eachwidth t of p �+ OF ACCEPTABLE NOSING 08-072 tread required at each bottom STAIR HANDRAILS riser. Sheet: ADA Details CLEARANCE AT DOORS HANDRAIL EXTENSIONS STAIRWAYS Ho 0 T goo o p. ADA- 2 oo�o�o�o�oo� Plotted: 5/22/2008 9:42:17 AM Y2 13 14 15 1e' P g • specifically noted and detailed on the structural drawings. I g g , 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown large vegetation (trees or bushes greater than 6'-0" tall), light poles, flag poles, fences or other loads occuring within anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete 14-11 All welding is to be performed by certified light gauge welders (for all appropriate direction), per the latest edition of the AWS D1 2 twice the height of the retained soil behind the wall or on the wall (i.e. for a 5'-0" wall, these loads shall occur at least and/or the installation of structural framing members. pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). Checked: otherwise noted. All welds of galvanized steel shall be touched up with zinc -rich paint. Wire tying of components GENERAL CONDITIONS: REINFORCING STEEL: STRUCTURAL STEEL: REQUIREMENTS FOR SPECIAL INSPECTION: 1-1 The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify the 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, 17-1 All structural steel framing shall be detailed, fabricated, and constructed per the specifications and code of standard The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shallbe 1-2 Engineer of any discrepancies. All construction and methods shall be in strict conformance with the applicable provisions of the California Building compaction per ASTM 1557. Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of ASTM A 185. practice set out in the latest edition of the AISC, Manual of Steel Construction, except where modified by the applicable building code. employed by the owner and not by the contractor or any other person responsible for the work. The special inspector 2-8 Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal, 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be 17-2 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A unless otherwise noted. the must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance with the applicable bo code. Inspectors shall be approved by the building department prior to the issuance of a 1-3 State, and Federal regulations. All work is subject to the approval of the building official's field inspector. Wall panels shall be prefabricated under shop conditions. The studs shall be squarely cut plumbed, aligned and staggered 5' - 0" minimum. 17-3 Structural steel W -shapes shall conform to the provisions of ASTM A-572-50 or A-992. M -shapes, HP -shapes, building permit. 3-1 All concrete shall have a maximum slump of 4" +/- 1", unless otherwise noted. All foundation and slab on grade tightly -nested in both the top and bottom tracks and fastened per the structural details. 5-3 Reinforcement cover shall be as follows: Channels, Angles, Structural Tees, and plate steel shall conform to the provisions of ASTM A-36. 14-9 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during fc = 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other concrete Concrete cast against and permanently exposed to soil: 3" clear 17-4 Structural steel shall be ASTM A53, Type E or S, Grade "B" for pipe and ASTM A500, Grade "B" for tube steel. Splices in vertical members shall not be permitted. Splices in horizontal tracks shall not be allowed unless 1-5 construction. The Engineer is responsible for the structural items in these plans only. Should any changes be made from the Foundations shall not be scaled from Ian or detail drawin s Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear #6 bars and larger: 2" clear 17-5 All steel shall be clean and free of deleterious materials (i.e. excessive rust, mill scale, or grease) at the time of High Strength Bolting at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or should be reduced to 3/P" where wall thickness is less than 6" nominal or where reinfor ' fF • tl t d t Concrete without soil or weather exposure: 3/4" clear delivery to the job site. The portions of work that require special inspection are all connections with high strength bolts. The duties of the inspector shall be as noted below: addition of construction materials or loads), the Engineer will assume no responsibility for any element or system of fogged or sprinkled with cool water just before concrete is placed. 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness 17-6 All steel shall be shop painted except where encased in concrete or sprayed fireproofing unless otherwise noted on 3-9 All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically the structure. 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent. the drawings. Verify tensioning of all A325 and A490 high strength bolts b use of a calibrated torque wrench or "turn of fY 9 9 9 Y q 1-6 Additional layouts and/or plans site Ian plumbing, heatingand ventilation mechanical etc.) by others, unless Y P ( plan,P g' 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete 17-7 Openings shall not be cut into any steel members without approval from the Engineer or unless noted otherwise on the nut" method. All test loads verified by use of a load cell torque device. All procedures are to be in otherwise noted or indicated on the drawings. during construction. The Owner is responsible for their maintenance upon completion of construction. Catastrophic placement. the drawings. accordance with the applicable building code and per RCSC specifications of the AISC Manual of Steel 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. 17-8 All bolts at moment connections shall be slip critical. Contact surfaces for slip critical bolts shall be free of paint prior Construction. 1. Deck layout, framing, and supports, with dimensions and sections. they elect not to obtain a permit, these plans shall be considered null and void. 5-7 Each reinforcing bar shall be wired to a cross bar at a maximums spacing of 2'-0" o.c. each way for bars in to layers 9 P 9 Y P Y to erection and field painted following completion of construction of the connection. against the backside of the wall full height from the bottom of the footing to the top of the wall. 1-8 In the event certain features of the construction are not full shown on the plans or called for in the notes or Y p 3. Details of accessories. n of reinforcing (or in areas where only one layer of reinforcing exists) and 3 -0 o.c. each way for bottom layers of T-0" r - The structural steel fa 17-9 fabricator shall furnish shop drawings of all fabricated steel for the Engineers review prior to any Field Welding Shop / erection drawings shall not contain any reproductions of the structural drawings and specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed reinforcing. All perimeter intersections of reinforcing bars and a minimum of 50% of interior intersections shall be fabrication. Erection of steel shall not commence until reviewed shop drawings have been received by the fabricator measures such as vegetation /ground cover, erosion -control mats and / or strategic rip -rap placement (minimum by the Engineer and Owner prior to construction. Decking shall not be placed until the reviewed shop drawings have been received in the field. tied, subject to the spacing requirements in the preceding sentence. / contractor. The portions of work that require special inspection are the field welds as shown on the plans. The duties of the inspector 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not joints shall not exceed 15' in any direction. 17-10 All fabrication shall be done in a shop that is acceptable to the building official. shall be as noted below: 4-3 show the method of construction. The Contractor is responsible for the method of construction, and shall provide all for the Engineer's review a minimum of two weeks prior to installation. in r Reinforcg bas shall be supported by chairs at T-0" o.c. maximum for #3 and #4 bars, and at 4'-0" o.c. maximum 17-11 All welding g shall conform to the American Welding Society specifications. All welding shall be done by certified, All structural field welding to be inspected by an AWS or ICBG certified welding inspector. All welds are to measures necessary to protect the public, construction workers, and the structure during construction. Such for #5 and larger bars. experienced welders. be visually inspected to be in conformance with AWS D1.1 specifications. measures shat include I inc ude formin shoring, bracing, scaffolding, in t g, g, g, s o d g, a c. 5-8 Not less than (2) #5 rebar shall be provided around all window and door openings in all concrete walls. Such bars 17- 2 > 1 Welding electrodes shall 9 a be E70XX or shielded wires with Fy 70 ksi. All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance 1-10 The design, detailing and / or specification of all systems (not shown on the plans) for the prevention of water / vapor shall be extended to develop the bar beyond the corners of the openings not less than 30" min. Where there is not 17-13 Non-destructive testing by either radiography or ultrasonic testing shall be provided where required by the applicable High Strength Concrete infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not room to extend the rebar to that length, a "standard hook" may be provided not less than 15" beyond the opening for building code. The portions of work that require special inspection are the placing of concrete and reinforcement and taking of test limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous the purposes of developing the rebar. 17-14 Special inspection shall be provided where required by the applicable building code. specimens for the concrete (required for all concrete with fc >= 3,000 psi). The duties of the inspector shall be as noted 1-11 waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. 5-9 A "standard hook" is defined as either a 180° bend plus a 4 bar diameter extension, but not less than 2 1/2" 17-15 Provide non -shrink grout under all baseplates as required to assure uniform bearing at columns.. Grout shall be a below: 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. at the free end of the bar or a 90° bend plus a 12 bar diameter extension at the free end of the bar. Hooks for stirrups and ties shall be as follows: nonmetallic, premixed, cementitious mixture with no shrinkage after placement and no expansion after set, Per ASTM -All concrete mix designs shall be prepared by a recognized testing laboratory Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended C-827. Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. and copies shall be sent to the Engineer for review. by the respective material manufacturer for optimum results. Do not install products under environmental conditions 1. #5 bar and smaller, 900 bend plus 6 bar diameter extension at free end of bar, or 17-16 All welds used in members and connections in the Seismic Load Resistin System shall be made with a filler metal g Y -Observe the concrete as it is being laced in the forms. Ensure that concrete is 9 P outside the respective material manufacturer's absolute limits. 2. #6, #7 and #8 bar, 90° bend plus 12 bar diameter extension at free end of bar, or that can produce welds that have a minimum Charpy V -Notch toughness of 20 ft-lbf at minus 20° F, as determined by per section 3 of the general notes on sheet S-1. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to 3. #8 bar and smaller, 135° bend plus 6 bar diameter extension at free end of bar. AWS classification or manufacturer certification. -Ensure that reinforcing is in compliance with the plans. perform for the project. Under no circumstances shall inexperienced labor be utilized. -Test specimens shall be per the applicable building code. Each specimen shall contain at least four cylinders, including one for COLD -FORMED STEEL: HARDY WALL (BRACED FRAMES AND WALL PANELS): testing at seven days and two at 28 days. If the 28 day results are below the minimum specified 28 day strength, the extra cylinder shall be tested at 56 days. Compressive FOUNDATION: strength tests shall also include test results for slump and entrained air (if specified), 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be g 1 Y 14-1 All cold -formed steel framing shall be detailed, fabricated and erected in accordance with the latest edition of the 20-1 Contractor is responsible for installing Hardy Frame wall panels in accordance with all manufacturer's and shall be sent to the Engineer for review. encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may AISI American Iron and Steel Institute "Specification for the " Design of Cold- Formed Steel Structural Members. ( )S P 9 recommendations / details and ICC -ES Report PFC-5342. -Provide report to the building department as noted below. not be shown on these plans are approximate and may not be complete. 14-2 Galvanized steel shall meet the minimum requirements of ASTM A446 Grade D F 50 ksi for 12 14 and 16 gauge q (Y ) g g 20-2 Wall panels shall be clean and free of deleterious materials at the time of placement. 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete members. ASTM A446 Grade A (Fy = 33 ksi) shall be used for 18 gauge and lighter members. 20-3 l Wall panes shall e n goo h ll b h d li condition d iconon wen delivered to the site. All components of the panels shall be formed Samples of inspection reports shall be provided by the special inspector (if required by the building official). Reports shall or mason piers shall project at least 8 inches above exposed round unless the columns or posts that the support masonry P P 1 P 9 P Y PP 14-3 Cold -formed steel members shall be of the type, size and gauge as shown on the plans and shall not be punched YP r 9 9 P from ASTM A 653 SS Grade 50 Steel and shall have a hot -dipped galvanized finish (G60 minimum). be submitted to the building department within seven calendar days of the inspection. All inspector's reports noting are of approved wood of natural resistance to decay or treated wood is used. unless specifically noted on the plans. 20-4 Screws used for all installations shall be Hardy Frame screws manufactured from AISI C 1022 steel (SAE Grade discrepancies to be filed with the building department weekly during construction, whether corrected or not. All inspector's 2-3 Cuts and fills are to conform with the requirements of the applicable building code.14-4 Provide all accessories including, but not limited to tracks, clips, web stiffeners, anchors, fastening devices, resilient 5) and shall have a finish coat of zinc and dichromate. They shall also be identified with the manufacturer's name daily logs shall be maintained on site for review by the building inspectors. 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such clips and other accessories required for a complete and proper installation, and as recommended by the and address, the product name and the evaluation report number. as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. manufacturer for the steel members used. 20-5 Wall panels shall be indentified by labels bearing the manufacturer's name and address, the product name and 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall 14-5 All fastening of components shall be with self -drilling screws or welding as shown on the structural drawings, unless model number, the evaluation report number, the fabricator's name and the name of the control agency. extend into firm undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where P g • specifically noted and detailed on the structural drawings. I g g , 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown large vegetation (trees or bushes greater than 6'-0" tall), light poles, flag poles, fences or other loads occuring within anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete 14-11 All welding is to be performed by certified light gauge welders (for all appropriate direction), per the latest edition of the AWS D1 2 twice the height of the retained soil behind the wall or on the wall (i.e. for a 5'-0" wall, these loads shall occur at least and/or the installation of structural framing members. pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). Checked: otherwise noted. All welds of galvanized steel shall be touched up with zinc -rich paint. Wire tying of components 20-6 Wall panels shall not be cut or drilled unless prior approval has been obtained by the Engineer. 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. noted otherwise. shall not be permitted. 20-7 Contractor shall provide all components and accessories necessory for a complete installation including, but not 2-7 ° Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90 /° relative 14-6 Welding electrodes shall be E60XX for 18 gauge and lighter and E70XX for 16 gauge and heavier. limited to Hard panels, fasteners and templates. Y Frame p p es. construction or other loads occuring within twice the height of the retained soil behind the wall (i.e. for a 5'-0" wall, compaction per ASTM 1557. 14-7 All fabrication shall be done in a shop that is acceptable to the structural engineer and the building department. these loads shall occur at least 10'-0" or greater behind the wall). These loads include loads from construction 2-8 The bottom of all footing excavations shall be clean and level. Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. Continuous, full-time inspection of shop fabrication shall be required. CONCRETE: 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 14-8 Wall panels shall be prefabricated under shop conditions. The studs shall be squarely cut plumbed, aligned and RETAINING WALLS supports, and at mid -span of floor joists and roof framing u.n.o. one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to 3-1 All concrete shall have a maximum slump of 4" +/- 1", unless otherwise noted. All foundation and slab on grade tightly -nested in both the top and bottom tracks and fastened per the structural details. Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured steel will not carry load shall be cut or formed to a depth approximately 1/4 the thickness of the wall and shall be placed vertically at 20 feet the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall 14-9 Lifting and transporting of prefabricated panels shall be done in a manner so as to not cause distortion in any member. - 21 1 Backfill shall not be placed until the wall concrete or grout has cured for a minimum of 21 days. The Contractor shall fc = 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other concrete be provided to an approved alternative method of diverting water away from the foundation. 14-10 Splices in vertical members shall not be permitted. Splices in horizontal tracks shall not be allowed unless provide shoring (designed by the Contractor) for the wall while compacting backfill. 2-10 Foundations shall not be scaled from Ian or detail drawin s - At abrupt changes in wall thickness or height Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Maximum aggregate size 21-2 Unless noted otherwise walls have not been designed to accommodate permanent surchar a loads due to footin s P g • specifically noted and detailed on the structural drawings. I g g , 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown large vegetation (trees or bushes greater than 6'-0" tall), light poles, flag poles, fences or other loads occuring within anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete 14-11 All welding is to be performed by certified light gauge welders (for all appropriate direction), per the latest edition of the AWS D1 2 twice the height of the retained soil behind the wall or on the wall (i.e. for a 5'-0" wall, these loads shall occur at least and/or the installation of structural framing members. cing is su icien y conges e o prevent proper placement with a larger diameter aggregate. Checked: 10'-0" or greater behind the wall). Retained soil at top of wall shall be graded flat (i.e. no slope is allowed) unless 2-12 Anchor bolts are to be as follows: 1/2" diameter in Seismic Design Categories A - D and 5/8" dia. in Seismic Design 14-12 All cold -formed steel elements shall be delivered to the job site free of distortions or damage of any kind. noted otherwise. Categories E and F, with 7" minimum embedment into concrete and spaced at 4'-0" o.c. maximum unless otherwise 14-13 Temporary bracing where required, shall be designed and provided by the contractor until erection is complete. 21-3 Unless noted otherwise, walls have not been designed to accommodate temporary surcharge loads due to noted on plans, shearwall or braced wall schedules, or details. Anchor bolts shall be located within 12" of each end of 14-14 Provide non -shrink grout under all tracks as required to assure uniform bearing at all walls. Grout shall be a nonmetallic, construction or other loads occuring within twice the height of the retained soil behind the wall (i.e. for a 5'-0" wall, sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x3"1/4" washer. premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM C-827. these loads shall occur at least 10'-0" or greater behind the wall). These loads include loads from construction the pipe would be required to run horizontally more than 40'-0", a return (drainage outlet) of the Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. equipment or vehicles such as bulldozers, cranes, etc. or for storage of construction materials. The minimum CONCRETE: 14-15 Solid blocking (size and gauge to match joists it is framing into) shall be provided over all bearing walls, shearwalls or other distance shall be maintained at all times or shoring must be provided for the walls to accommodate these loads. wall. supports, and at mid -span of floor joists and roof framing u.n.o. 21-4 Vertical contraction joint design and spacing shall be provided by the Contractor. As a minimum, contraction joists 3-1 All concrete shall have a maximum slump of 4" +/- 1", unless otherwise noted. All foundation and slab on grade 14-16 Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured steel will not carry load shall be cut or formed to a depth approximately 1/4 the thickness of the wall and shall be placed vertically at 20 feet concrete has been designed for a minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum 3-7 and must be replaced. to 25 feet on center maximum, but not greater than two to three times the height of the wall, along the length of the fc = 3,000 psi after 28 days curing. All concrete columns, concrete walls, elevated concrete slabs, and other concrete 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./lb. or less. Addition of water at the job site is not permitted wall. In addition, they shall be placed at the following locations: above foundation level has been deigned for fc = 3,000 psi after 28 days curing and shall require special inspection. unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated - At abrupt changes in wall thickness or height Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Maximum aggregate size at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and - Within 10'-0" of wall returns that create discontinuities i.e. "L" or "T" intersections (• ) should be reduced to 3/P" where wall thickness is less than 6" nominal or where reinfor ' fF • tl t d t METAL DECKING' 11 11 11 M r((� / r1-7 L.ji.j ...... ...... _, r `.< :t �0 i l Ll E a) ro roo mco C U 'O ca — H C a) Ec o E �; m c a) 3 ai o 6) r X0_00ocm - m o E co r- coW 00) c ate) ) o 0 CLLUE E mc E'2 `° ro s co'a o c N co TL Z r `� N 2 co Z' c o v ar o.o� o E U.� c 2 o . a) c E'i-oa a) w -?!'- �'o - 'a a '- m a) oo c c o > 3� L1J o V 0 'p O U ro s ao c _0)°)0c�a 0 C:Q C N- Cl. 0 U Z0 ° a0 oc ax) ma¢ N ` o it > co E CD �� Uo t0 O �> 'E V) 20 � a a c 0 3 CD _ Q a a C p C2 V 3 CO O J W U N v CD U) U z IL a, cing is su icien y conges e o prevent proper placement with a larger diameter aggregate. Checked: 21-5 A 12 wide (minimum) wall of full -height, clean, free -draining material (drain rock) shall be placed directly behind all retaining walls. A "wall" of geotextile filter fabric shall be placed between the drain rock and the soil behind it. Date: 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 16-1 Decking shall be galvanized steel (ASTM A 446, Grade A) with a zinc coating (ASTM A 525, G60). Drainage for the retaining wall shall be provided by one of the following methods: 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 16-2 The Contractor shall provide 20 gage end closures for all metal deck with concrete fill. Option #1: four -inch (4") diameter continuous perforated drainpipe shall be placed directly behind all 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 16-3 Decking shall be stored and installed per manufacturer's recommendations and specifications. r retaining walls (at the base of the wall). The pipe shall drain (slope) to daylight. Where water in ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a 16-4 Any decking which will be in contact with concrete shall have vent tabs per the mfr's specs. the pipe would be required to run horizontally more than 40'-0", a return (drainage outlet) of the maximum alkali content less than 0.45% by weight. 16-5 All decking should bear on supports to a minimum of width 2". same diameter shall be provided in the pipe to allow for drainage directly through the retaining 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and 16-6 Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless wall. the applicable building code. otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the 3-6 All concrete shall be properly consolidated. concrete depth over the metal deck. Option #2: Three inch (3") diameter weep holes placed horizontally at 6'-0" to T-0" on center at two to four 3-7 Construction joints shall be clean and wet prior to placing concrete. 16-7 All metal deck shall be fastened to the structure and individual sheets shall be interconnected inches (2" to 4") above ground level may be substituted in place of option #1. If the wall is 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./lb. or less. Addition of water at the job site is not permitted at the side laps as indicated on the structural drawings. greater than four feet (4'-0") tall, a second row of weepholes shall be placed three feet (3'-0") unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated 16-8 Openings shall not be placed in the metal deck / concrete fill without Engineer's prior approval. above the first row. A coarse filter fabric or mesh should be placed directly behind the weep at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and 16-9 For conduit placed in the concrete fill, all of the following conditions shall be met: holes to prevent loss of small gravel. retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be fogged or sprinkled with cool water just before concrete is placed. 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness Depending on the composition of the soil behind the retaining wall, some staining of the wall may occur where 3-9 All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically above the top of the flutes of the metal deck. methods of drainage that depend on running water through the wall are utilized. noted otherwise. 2. Conduit shall be placed within the middle -third of the overall slab thickness. 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. 3. A minimum of 12" (edge to edge) shall be provided between individual conduits. The Contractor is responsible for ensuring all drainage systems are maintained and in working order at all times during construction. The Owner is responsible for their maintenance upon completion of construction. Catastrophic CONCRETE SLAB CONSTRUCTION: 16-10 Shop/ erection drawings shall be provided for the Engineer's review for all work involving metal failure of the wall can occur if maintenance is neglected. decking (prior to fabrication) and shall contain the following information: 21-6 The Contractor shall consult with the Owner to determine if the wall use will be such that the outside face of the 4-1 Slabs on grade shall be as noted per plan (4" thick w/ #3 at 18" o.c. each way, minimum if not noted) and placed 1. Deck layout, framing, and supports, with dimensions and sections. wall must be dry at all times. If so, it is recommended that waterproofing (designed by the Contractor) be placed over subgrade and subbase per geotechnical report. If a geotechnical report is not provided or does not specify the 2. Type and location of welds. against the backside of the wall full height from the bottom of the footing to the top of the wall. requirements for the subbase, contractor shall provide 2" sand over 10 mil visqueen (vapor retarder membrane) over 4" minimum of f dr free draining aggregate base (graded such that 100% passes a one inch sieve and none passes a #4 3. Details of accessories. 21-7 Walls shall be placed so as to meet the slope setback requirements of Figure 18-I-1 of the latest edition of the CBC. sieve), over subgraderee compacted to a minimum of 95% relative compaction. A vapor retarder membrane is not Shop / erection drawings shall not contain any reproductions of the structural drawings and 21-8 If wall location will be such that water flows are expected near the base (toe; at the outside face) of the wall, required where migration of moisture through the slab from below will not be detrimental to the intended occupancy shall be complete and stand alone, such that they do not refer to the structural drawings. measures such as vegetation /ground cover, erosion -control mats and / or strategic rip -rap placement (minimum of the building unless otherwise required in the geotechnical report. Decking shall not be placed until the reviewed shop drawings have been received in the field. 12" diameter) shall be utilized to ensure that soil erosion does not occur anywhere in this area. 4-2 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum spacing of 21-9 It is strongly recommended that guardrails be provided at the top of the wall for all walls where greater than 30" of joints shall not exceed 15' in any direction. The electrical contractor shall submit shop drawings which contain proposed conduit layouts soil is retained. 4-3 Steel rebar or wire mesh in slabs shall be located in the center of the slab. for the Engineer's review a minimum of two weeks prior to installation. 4-4 Where a vapor retarder membrane is required, it shall be installed without any holes or areas that are uncovered. All seams shall be overlapped and sealed continuously with tape so that the seams are vapor tight. Where objects protrude through the vapor retarder, such as pipes, the vapor retarder shall be completely sealed around the object. All tears or punctures shall be completely repaired before placement of sand and concrete. If even greater assurance against potential moisture problems is desired, consideration should be given to the use of a quality commercial -grade concrete sealant. M r((� / r1-7 L.ji.j ...... ...... _, r `.< :t �0 i l Ll E a) ro roo mco C U 'O ca — H C a) Ec o E �; m c a) 3 ai o 6) r X0_00ocm - m o E co r- coW 00) c ate) ) o 0 CLLUE E mc E'2 `° ro s co'a o c N co TL Z r `� N 2 co Z' c o v ar o.o� o E U.� c 2 o . a) c E'i-oa a) w -?!'- �'o - 'a a '- m a) oo c c o > 3� L1J o V 0 'p O U ro s ao c _0)°)0c�a 0 C:Q C N- Cl. 0 U Z0 ° a0 oc ax) ma¢ N ` o it > co E CD �� Uo t0 O �> 'E V) 20 � a a c 0 3 CD _ Q a a C p C2 V 3 CO O J W U N v CD U) U z IL a, MEM Checked: ST Date: May 2008 Job No. 08-044 Q S-1 a� rx LZIC. N-0. C70@5 PLAID' CHECK REVIEr Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: S-1 J Plotted: Thu, May 22 2008 I A IN Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 1' - 0" 1'- 6" FS1.5-1.5 #4top and bottom n :u 12 " .. - 4 ° - - °.G .d - .. d d - " n' - . - e a d . - - - Pipe -Column: PIPE4SCH40 _ ,- , 17 _ '•`.d ,. ''6,.,., 11 n a Q A d- ' G. ". "a' , y _ -1 . , , - ° .,e'A dae ,e - . ° _ - •, •'q ,G -. .ate, a -,v �.- _- le ,4 Spread Footing Schedule - Metal bldg Description Width Length Thickness Transverse Rebar Longitudinal Rebar Hairpin Anchor Bolt Embedment FS1.5-1.5 1' - 6" 1'- 6" 1' - 6" (3) #4 (3) #4 NOTES: G 1. CENTER FOOTING UNDER BASE PLATE IN EACH DIRECTION AS REQUIRED. 2. FOR ANCHOR BOLT LOCATIONS SEE METAL BUILDING PLANS. a 0 a I K i I i 1 15 1 a -4 e - . a _ _ a n g. ,b d - - - ° - l_n . _ - °. d - .. a 'd d. a �^ e 7 4 .. 4 . g ' - , a. d - - ' 4. a' % - . v.. P °d a ' d o _ - ., - `•, a - ..d _ a' ' a d •�•a e- d ,• l a - .n a . - °. e q + n , - - d ° - . - , d• - ' , 4 _ - a .- I a d, a a - - _ 4- .e 1.- . , 4 w . '4- °.' , , v . ,,_ . " - ,. .. - , a -a. w 4 . 15 ° d - . - , q . ,, a - . I - d - - G°., - - ,a, A - ... 4p , -,E'- .. . 4 - - " 4a- 4., .. - 41 Y .. 4", p •9 4, , .a - - - n9 - . IA d - " d - , a a a ' . - .. . e 'd' ,4 . , 4 ° _e1( - a - - - 1 . . dd . ° _ a ' - - ]� n - - �d11 n ° - • - 4 . _ -4 , - , a d- ti ° a' .° - ..a " a ' - - _ - n _ 'ah-' - - °d: e - . n ° e -1. •• aA . -.a ,' a 4 e . a da1 I - , . , Oda, _ - .. _" e _ .. . .n , . ' =° 4 ° - - � 6" CONCRETE SLAB PER SECTIONa4 ON - . •d• ° a da , - ° ' a -d SHEETS 1 W/#4 AT 18" O.C. EACH WAY - `" � d e 4` , - • . - • , , , 'AT CENTERLINE OF SLAB.' •_ - •,I° ' - a ° 4 a 4 z- '_ 4, . _ - , 4 ., a -Q .. - . - , d M1 ., 4 - - °d . - - - - - ° d - 4 "4' .. ' - b A a - - - y - 4,' ° �4 , a f . a d° d" , ° ' a'd . ". ° 4 ° C. 1 d: - .. d°, " a. d ° - -. , , - - .. a 'd < — e d a e4° d. an ',4 q 4 SPECIAL NOTE: Il o�:. i. _ro l ,_°' -' q ,,1 G - . - - .1 - a° ° I F 4. ° . ° 4 e' d DOOR THRESHOLDS EXIST IN VARIOUS LOCATIONS THROUGHOUT _ , THE PERIMETER OF THE SLAB. PLEASE SEE THE METAL BUILDING :r, „� S d a `, " " d ,,•' a `� " d a a •da; • ° `,A 4 MANUFACTURER PLANS FOR THE DETAIL TO BE UTILIZED IN d ° a •a- " . THESE LOCATIONS. �e'°- '',j, < " - „ q ,A . d , ° a L`_ - a°-. ._ ` , . 4, ° - . 4 a' ' -. . ed, . a. . a , . -,- e _ .. _ c , ed _ P . ed - - .. a- - ,d - v d - . e a- - .. ,; ' ,ed - - - -G • ° 4 G , v - , ... _ - - d d; n e . _ ° 4 - a. .. , - a - - , - _ , e . - . , = 4 Ia - • .. ` , c' - , - a . . .. � , . - - - ," - a, 17', a . ,d _ d e , d a . , ••- - ..n - . - e, s < " < . n y d n,, e • , a.'' - e' a . <a - e •4 .. - a _ " - , �', i , d d _ d? - ' 'V ,e -G .. „ - - .?4 d - „F• d, ec .. .. - .'A° . 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F 1 " = 30'-0" n N Q k4 1 <2 I3 13 LEGEND OINDICATES ANCHOR BOLT/ HOLDOWN TYPE PER "ANCHOR BOLT/ HOLDOWN SCHEDULE" ON SHEET S-1. C DETAIL/ BUILDING SECTION REFERENCE DRAWING NUMBER A-8 NOTES: 1. ALL CONSTRUCTION INVOLVING CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS 2 THROUGH 5 OF THE GENERAL NOTES ON SHEET S-1. 2. SEE SHEET S-5 FOR ALL TYPICAL DETAILS. 3. CONNECT TYPICAL PARTITION (NON -LOAD BEARING) WALLS TO SLAB ON GRADE PER DETAIL 3 ON SHEET S-5. 4. USE DETAIL 4 ON SHEET S-5 FOR SLAB CRACK CONTROL. A B D a O N O Q . O7 C «. N , O O g f` 3 ,:: , > � C «. O a) O U X 0. Eco.3�a7c E(aa �ma10 0 °o>,E. (n ro N0°E.3~a o. a) > L C C a7 U N a Ena`�¢ N—O -O N Y N C N O) y?N N>,W 0 d vi a7> a.E� rocE ara7D roE-07-' a2t N c,= YW N C O. F O C O Z (d L--. .d �5 C, O m Z O VJ O CL N "O - O C C S O a7 .0 (z (0 U N C 0-0 m E o aE7 Wcz O U O C C m O ro �,a) 2) O_ ,) U C C U N r 2 Fl N�� 73 N C �. z00L'a(v3'D.�N 6 L V) �D M `/ T W i 'C F-- N N 31- 5 M M U) O - � W E ° U p Q O U V) '" ?cl� v m (i / a0 0 -= ~O U J C D Z o r C% � l N p O �' Z 0 = M WV o 0 O o i I U 7z 0 d MEN I K PMMUNHHInly Hou Ton �oH�UnW�Toom L, Plotted: 5/22/2008 9:42:20 AM A4 1;3 a 6 , w awe C� t r:) Q) 0 U � 11 M r MEN I K PMMUNHHInly Hou Ton �oH�UnW�Toom L, Plotted: 5/22/2008 9:42:20 AM A4 1;3 a 6 , w 0 UCA". NO. C70836 P,N CS,!,'f REVIEVY Design: ST Checked: MM Date: May 2008 Job No. 08_072 Sheet: Foundation Plan S-2 Q) " t Q) O U � 11 M r O •� .. ct ;� CO (L)r a CO C) x W(1) � L U CO ;� J [). CO— 0 UCA". NO. C70836 P,N CS,!,'f REVIEVY Design: ST Checked: MM Date: May 2008 Job No. 08_072 Sheet: Foundation Plan S-2 C C D I G K Floor 1/4" = V-0" 1 1 2 ha Plan - a 8 m 91 Spread Footing Schedule Description Width Length Thickness Transverse Rebar 2 FS1.5-1.5 4y 1' - 6" r, 7 Floor 1/4" = V-0" 1 1 2 ha Plan - a 8 m 91 Spread Footing Schedule Description Width Length Thickness Transverse Rebar Longitudinal Rebar FS1.5-1.5 1' - 6" 1' - 6" 1' - 6" (3) #4 (3) #4 Continuous Footing Schedule Description Width Thickness Transverse Rebar Longitudinal Rebar FC1-1 1' - 0" 1' - 6" #4top and bottom VERCO 18 GAGE METAL DECKING TYPE PLW3-36 OR W3-36 FORMLOK DECK WITH 5" OF LIGHTWEIGHT CONCRETE FILL & 6X6 W1.4 X W1.4 W.W.F. CENTERED IN SLAB ABOVE DECKING, MAXIMUM SPAN DISTANCE 13'-6" WITHOUT TEMPORARY SHORING DURING CONSTRUCTION 40OS162-43 STEEL STUDS AT 16" O.C., TYPICAL AT ALL PERIMETER WALLS AND BEARING WALLS (600S162-43 STUDS SHOULD BE USED AT PLUMBING WALLS) 1 Structural Column Schedule Vark—T Family and Type Pipe -Column: PIPE4SCH40 25'-0" 13 1 '14 , 1 Foundation Plan - Office 1/4" = 1'-0" 16 HARDY FRAME BRACE PANEL "W" SERIES HF1 OX24 W/ (2) - 1-1/8" DIAMETER ALL -THREAD A.B. EMBED 18" INTO CONCRETE FTG. WITH DOUBLE NUT & 3"X3"X3/16" WASHER TACK WELDED TO ALL -THREAD, CONTRACTOR MUST VERIFY HEIGHT OF PANEL REQUIRED AND CUSTOM ORDER PANEL IF REQUIRED � DETER STANDARD STEEL PIPE COLUMN pG0)❑LnH1 1LQGlff HOT Boa c�oHQ371L_1fDL1ff((MQ)H IA IB IC ID E 0 a, °03 ro U O X O N O p 0 O N O N- N E °s a m n c E`o OTE v a-0 roLcr N N o E 3 c Q o a T m c =a °-o >. L t� >. L & C O) N m ro ro W 0 0 N ro ro c nr Q) -0 � E•mm nv° °U) W COL j- c o ro w N c o m �Z5 rin o O = r �oana�ro�rop� o�'na ro EZ LLJ C O O E ro v O c c roL N� TOU U .� O_ O c C U ro oa.�L�cW�6C5 Zoauro3:3.E0 6 i WM :a LLJ F c N UI 0 E Q N t0 >MC 0 LL m i 0 Z - C, 1= ci ��� Z 0 � C 111LD U U ao � o > U Z 0 EL ®EN Fal a Cd Q G V ®EN Fal K A 47- NC). 7-4m.. Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office €- Z5_0 Plotted: 5/22/2008 9:42:26 AM a Cd G O �V, cd Wr14 U W K A 47- NC). 7-4m.. Design: Designer Checked: Checker Date: May 2008 Job No. 08-072 Sheet: Foundation - Office €- Z5_0 Plotted: 5/22/2008 9:42:26 AM SILL F FOOTI PER P 3" IN CONC. DECK PER PLAN ---------------------- TEK SCREW INTO T200-43 STEEL TRACK, STUD ON EA. SIDE OF TYP. U.O.N. EA. STUD, TYP. U.O.N. #10 TEK THRU TRACK & INTO END CAP AT 12" O.C. INTERIOR WALL PER PLAN CFS BEARING WALL DETAIL NO SCALE � SIMPSON TITEN CONCRETE SCREW AT 12" O.C., TYP. U.O.N. 6" MIN. CONC. DECK PER PLAN 18 GA G.S.M. CONTINUOUS END CAP _ _--_—__--.—._.._-- TEK SCREW INTO T200-43 STEEL TRACK, STUD ON EA. SIDE OF I TYP. U.O.N. EA. STUD, TYP. U.O.N. (2) - #10 TEK THRU TRACK & INTO END CAP AT 12" O.C. NOTE: PROVDE (7) - #10 TEK SCREWS ON EA. SIDE OF TOP TRACK SPLICES, DO INTERIOR WALL NOT SPLICE END CAP AT PER PLAN TOP TRACK LOCATIONS CFS BEARING WALL DETAIL HARDY NO SCALE 3 1/2" VERSALAM BEAM SAME DEPTH AS WOOD JOISTS (15) - #10 TEK SCREWS INTO CONT. END CAP & METAL DECKING STUDS PER PLAN HARDY FRAME PANEL PER PLAN WASHER BUILT INTO CORNERS OF PANEL (BY MANUFACTURER) STL. SHIM AS REQ'D. UNDER SHEAR PANEL, (MAXIMUM THICKNESS OF 1-1/2") 1-1/8"0 ALL -THREAD ANCHOR BOLTS EMBED 18" MIN. INTO CONCRETE WITH 3"X3"X3/16" WASHER AND DOUBLE NUT TACK WELDED TO ALL -THREAD FRAME PANEL ELEVATION NO SCALE i 1/4" o o - 1/4" o o - Z O 0 N a CL 3/4" PLATE o 0 3/4" PLATE o 0 W 911 � �7 z PLAN VIEW OPTION #1 PLAN VIEW OPTION #2 Y U POST PER PLAN 00 d 0 0 0 0 d 4 /77 O 0 0 U 'd a O O O dzoo 0 00 0 00 z g 1-1/2" TO 2" GROUT �\ d d ° d \� UNDISTURBED SOIL U PER NOTE 17-15 ON G' = w SHT. S-1 d' 4- 3/4"0 x 8" MIN. EMBED. A.B. F- a d REINF. PER PLAN d EQ. EQ, J co SIZE PER PLAN BASEPLATEDETAIL NO SCALE INTERIOR WALL PER PLAN POWDER -DRIVEN FASTENER AT 24" O.C. T200-43 STEEL TRACK, PROVIDE 0.145" SHANK DIAMETER, 1 1/4" MINIMUM TYP. U.O.N. EMBEDMENT AND 3" MIN. SLAB EDGE DISTANCE W/ (2) MIN. PER TRACK. TEK SCREW INTO STUD ON EA. SIDE OF CONC. SLAB AND REINF. EA. STUD, TYP. U.O.N. PER PLAN d 4 •d d G 'd d O O 0 O d O 0 O U 0 O Q O O d d UNDISTURBED SOIL (1) #4 CONT. TOP & BOT. UEQ. EQ. co CFS BEARING WALL DETAIL NO SCALE TRACK SECTION (2) - #10 TEK SCREWS THRU TRACK &INTO BEAM ON EACH SIDE (4 TOTAL) (4) - #10 TEK SCREWS THRU COLD -FORMED BEAM KING STUD & INTO TRACK PER SCHEDULE KING STUD ® SCREW PATTERN TO MATCH BEAM z Q J d O STUD SECTION a \ w 0 TRACK SECTION STUD & TRACK SECTION WITH MATERIAL THICKNESS TO MATCH TYPICAL WALL STUD B B PLAN VIEW B -B SIDE ELEVATION VIEW OF BEAM CONNECTION WITHIN STUD WALL #10 SCREWS AT 12" O.C. MAX., TYP. AT EA. FLANGE OF EA. STUD / TRACK PAIR #10 SCREWS AT 12" O.C. MAX. (STAGGERED FROM EA. SIDE AND AT TOP AND BOTTOM) 60OS200-68 STUD SECTION 60OT200-68 TRACK SECTION SEE ELEVATION ABOVE FOR POST AT STUD WALL 1. ALL MEMBERS SHALL BE UNPUNCHED. 2. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. CFS HEADER & BEAM DETAIL NO SCALE D_ SIMPSON "CCOC COL. CAP W/ #10 SCREWS INTO B COLUMN PER PLAN COLUMN CAP DETAIL RMED STEEL R DETAIL 7 >HEET ;OLUMN TO 'OLUMN CAP NO SCALE WALL STUD o PER "STEEL STUD SCHEDULE" `r 1-1/2" x 16 GAUGE \ COLD ROLLED CHANNEL (OR APPROVED EQUAL) 1 1/2" F-1 1/2" MIN. x x 2"x2"x16 GAUGE CLIP ANGLE x 1/4" LESS THAN STUD WIDTH (OR APPROVED EQUAL). ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. I TYP. BRIDGING DETAIL NO SCALE SPACING PER "STEEL (1) #10 SCRFAA/ AT EA. FL OF STUD, c M 7,11 'I M/ 0 TYP. PUNCHI MAX. DIMENS! X -250-54 STEEL TRACK, YP. U.O.N. ALIGN JOISTS OR ;AFTERS DIRECTLY )VER STEEL STUD ELOW. WHERE STUDS )0 NOT ALIGN, PROVIDE IIETRICH TRADEREADY IEADER (TDHA) OVER 'RACK SEE "TYP. BRIDGING DETAIL" FOR ADD'L INFO, co N T200-54 STEEL TRACK co (-7 O - TYPICAL, U.O.N. END OF STUD WITH (1) - #10 SCREW FLUSH TO TRACK AT EA. FLANGE OF STUD, T&B, TYP. \ TYP. LENGTH UP TO 10'-0" LENGTH > 10'-0 AND <= 20'-0" NOTE: PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN THREE EXPOSED THREADS. TYP. METAL STUD DETAIL #10 SCREWS AT 16" O.C. I. ALTERNATE CORNER #10 SCREWS AT 16" O.C. TYPICAL CORNER NO SCALE GYPSUM BOARD CONTINUOUS BEHIND INTERIOR NON-BEARING WALLS I E ALTERNATE INTERSECTION TYPICAL INTERSECTION REWS D.C. TYP. WALL FRAMING AT CORNERS J STYLE: S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS NO SCALE MATERIAL THICKNESS: (Example:.043 in. = 43 mils.; 1 mil. = 1/1000") MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS., iAin0 S 200 - 43 o�rrvi o�.ncvv�� , i r r. I HI(;KNL6b I U MATUH STUD THICKNESS). MFR'D BY THE STEEL MEMBER DEPTH: FLANGE WIDTH: NETWORK. ATTACH TO STUDS WITH (4) Exam " " ,PDF SIZE, TYPE AND SPACING PER #12 SCREWS AND TO SLAB WITH 1/2" 0 x (Example: 800 x 1/100 = 8 ) (Example: 2" - - 2.00" - - 200 x 1/100" ) INTERIOR STEEL STUD 4" MIN. EMBED. SIMPSON TITEN HD, ALL MEMBER DEPTHS ARE TAKEN ALL FLANGE WIDTHS ARE TAKEN SCHEDULE" ON SHEET S-2 REQUIRED AT EXTERIOR OPENINGS MEMMBEBE/100".FOR ALL T SECTIONS, IN 1/100 . GREATER THAN 6 FEET MR DEPTH IS THE INSIDE TO INSIDE DIMENSION. NOTES 1. SEE "INTERIOR STEEL STUD SCHEDULE" ON SHEET S-2 FOR ADD'L INFO. o 0 2. PROVIDE (3) PDF'S AT EACH SIDE OF DOOR OR WINDOW OPENINGS <= 6 FEET. � PROVIDE StiffClip SERIES CLIPS AT LARGER OPENINGS. ®' 3. BRIDGING NOT SHOWN FOR CLARITY (PROVIDE BRIDGING PER "TYP. METAL STUD DETAIL". C -STUD / JOIST TRACK CHANNEL FURRING CHANNEL 4. PROVIDE S -SECTION WITH SIZE AND TYPE TO MATCH STUD WALL. S -SECTIONS T -SECTIONS U -SECTIONS F -SECTIONS TYP. WALL CONSTRUCTION STUD IDENTIFICATION NO SCALE NO SCALE E p V "O N N C O E C O t 6 c Evim3-aa c v� m a, 3 a0'i !A Q� aC U C O m o E 0' m w aEi aNi iv 6 o fl w E m ani E 6 L c O O >, 'C Z (S7 >� a� r a� Cn a m � 0)2H o�.c:-8 E a — (n o _ m O .� C O V O C O N y r ac 2, 2 L- z a a0 o (D m-0< N S o 00 E d O U . 0 a a t M z L ` y CU C -3o c d Q Q 3 C C_ V 3 OV p � 0O CO _ W U N U o m M_ v v o a) ct Q Q) w Cd > > Cd C) o U U CO 0CQ7T i-RZ. TU F. N Q Ul8 PLAN CrI-117Ca 'RF-VIEV Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 Plotted: Thu, May 22 2008 1PRc 1BUI1 TYP i GAGE PER MTL. BLD. MFR. PLANS (ANCHOR BOLT LAYOUT) RUST ANGLE X2X5/16"X(A.B.GA. +3")TOP OF GLE TO BE FLUSH W/ CONIC. THRUST ANG )LT DIAMETER PER MTL. BLD. MFR. .ANS UPLIFT ANGLE 1- 2 X 2 X 5/16" X( A.B. GA. + 3") WELDED 11/211 - 2" FROM BOTTOM OF A.B. LE /ANCHOR BOLT I -I SUBGRADE PER NOTE 4-2 6 • . • \� j\,' ON SHEET 5-I UND15TURBED SOIL N • . • Li (1) #4 CONT. Q m�I TOP AND BOT. JW 12 U� �O PERIMETER FTG. SECTION PROVIDE 1/8" RADIUS ON 3/4"0 SMOOTH BAR x 24" LONG AT SAME CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, ONE SIDE OF JOINT ONLY SPACING AS SLAB REINF. CENTERED ON /SPACING, PROJECTION, AND LOCATION W/ RIGID FRAME MFG. SAWCUT CONSTR. JOINT JOINT. WRAP ONE END W/ 15# FELT OR ANCHOR BOLT SHALL HAVE 14" MINI. EMBEDMENT AFTER FIRST POUR SLIP COVER. 0 _z W =� FIRST POUR SECOND POUR. ' CONC. SLAB REINF. w TO BREAK @ CONSTR. JOINT. PROVIDE JOINT FILLER VAPOR BARRIER d BASE ROCK 1/8" WIDE TOOLED OR SAWCUT PER FDN. PLAN CONSTRUCTION JOINT CONTROL JOINT. CONSTRUCTION JOINT 'O 'O ° REINFORCEMENT PER FOOTING SCHEDULE PROVIDE JOINT FILLER TYP. SLAB REINF., CONTINUOUS FOOTING SCHEDULE CONTROL JOINT ING/`_ _\ SLAB CRACK CONTROL \INTERIOR FOOT � C) NO SCALE UdLOCATION z W d (MEASURED FROM THE TOP OF SLAB) PER "FOOTING SCHEDULE" W/ DBL. NUT AND 1/2" x 21/2" 50. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS iN SET) TACK WELD 0 (y NUTS TO WASHER AND ALLTHREAD (L Q EDGE DETAIL AND DOOR L dW THRESHOLD PER METAL BUILDING MFR. PLANS CONCRETE SLAB PER W >• EDGE DETAIL AND DOOR ( PLAN 01 Q THRESHOLD PER METAL O BUILDING MFR. PLANS REINFORCEMENT PER OPTIONAL CONST. JT. PLAN Z p ROUGH, CLEAN, 4 WET IAN �;- I'=� i �_ "'-1 HAIRPIN k PERPLAN )'30 LLF _ CONC. SLAB PER PLAN SUBGRADE PER SLOPE PER N REINFORCEMENT PER PLAN NOTE 4-5 ON SHEET NOTE 2-9 ° • a &(DISTURBED SOIL ON SHEET S-1 _ , #4 CONT. SUBGRADE PER NOTE 4-2 6 • . • \� j\,' ON SHEET 5-I UND15TURBED SOIL N • . • Li (1) #4 CONT. Q m�I TOP AND BOT. JW 12 U� �O PERIMETER FTG. SECTION PROVIDE 1/8" RADIUS ON 3/4"0 SMOOTH BAR x 24" LONG AT SAME CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, ONE SIDE OF JOINT ONLY SPACING AS SLAB REINF. CENTERED ON /SPACING, PROJECTION, AND LOCATION W/ RIGID FRAME MFG. SAWCUT CONSTR. JOINT JOINT. WRAP ONE END W/ 15# FELT OR ANCHOR BOLT SHALL HAVE 14" MINI. EMBEDMENT AFTER FIRST POUR SLIP COVER. 0 _z W =� FIRST POUR SECOND POUR. ' CONC. SLAB REINF. w TO BREAK @ CONSTR. JOINT. PROVIDE JOINT FILLER VAPOR BARRIER d BASE ROCK 1/8" WIDE TOOLED OR SAWCUT PER FDN. PLAN CONSTRUCTION JOINT CONTROL JOINT. CONSTRUCTION JOINT 'O 'O ° REINFORCEMENT PER FOOTING SCHEDULE PROVIDE JOINT FILLER TYP. SLAB REINF., CONTINUOUS FOOTING SCHEDULE CONTROL JOINT ING/`_ _\ SLAB CRACK CONTROL \INTERIOR FOOT � C) CONTRACTOR SHALL VERIFY ANCHOR BOLT NUMBER, SIZE, SPACING, PROJECTION, AND UdLOCATION W/ RIGID FRAME MFR. PROVIDE ALLTHREAD W/ TOTAL EMBEDMENT W d (MEASURED FROM THE TOP OF SLAB) PER "FOOTING SCHEDULE" W/ DBL. NUT AND 1/2" x 21/2" 50. WASHER (REQUIREMENTS APPLY TO ALL ANCHOR BOLTS iN SET) TACK WELD 0 (y NUTS TO WASHER AND ALLTHREAD W LL EDGE DETAIL AND DOOR Z Z THRESHOLD PER METAL BUILDING MFR. PLANS CONCRETE SLAB PER ( PLAN x REINFORCEMENT PER PLAN Z CONSTRUCTION CONSTRUCTION 111_,II I_I I =i I li JOINT, WHERE v -I IAN �;- I'=� i �_ "'-1 HAIRPIN k PERPLAN )'30 _ OCCURS (ROUGH, a SUBGRADE PER �0 GLEAN 4 WET) NOTE 4-5 ON SHEET W = &(DISTURBED SOIL (1 j W • a • #4 CONT. 4 TOP AND BOT. U -U N • • • TRANSVERSE REBAR PER a SCHEDULE W/ ENDS OF BARS 3" CLEAR FROM SIDES OF FOOTING SIZE PER U Q}. "FOOTING SCHEDULE" LONGITUDINAL REBAR PER SCHEDULE W/ ENDS OF BARS 3" cn CLEAR FROM ENDS OF FOOTING SLAB FTG. SECTION NO SCALE n f NO SCALE EDGE OF CONCRETE SLAB HORIZONTAL REBAR TOP AND BOTTOM J 32" / 132" #4 BAR BENT AS SHOWN TIED TO HORIZONTAL BAR TOP AND BOTTOM EDGE OF SPREAD FOOTING EDGE OF CONTINUOUS FOOTING PERIMETER FTG. SECTION xx NO SCALE 4, 1' y Z5 ca E > mID O C O O Y E 3 IF -E C o C C W� N� 3 N 0 O7 i= Nl 0_0 m C U C N ooE�0)>, E cu (Doo aw E CD �� 15�, w.C_26 652vm 2(nm� _ °C >, T r z c �• pJ CC U (N!7 Ca N O Z C f� armo-a°EZ.E O L Co,D> N RS •O d ~ O f� C C - C •Oo m e o ro o -0 a N can _ (n o ami 0, � lltJ ro ° U Q, � O -O U �'s En -6� c-:: 8_ U C N _ U O_ C O L U © O t O X O tli U Q �IN I o rn 00 E CD o 0 U t9 co cy) w Q y I = m � `` H m O d U J o 3 d _ Q Q c2 3 C p = U ; O 0O 0 LU _ � _ W U N_ U O 3 IL a� Q D x CLQ > > Cd O .. .U) Cd .0 4 � U Cd 'Cl 0 V CO wr ►. � U W SCOT R e i RXi T L P' »41 Ch""!XX RS u7 Design: MEM Checked: ST Date: May 2008 Job No. 08-044 Sheet: SD - 1 Plotted: Thu, May 22 2008 1