ADDENDUM NO. TWO (2) INVITATION FOR BID IFB NO. 12A1415 Demolition and Construction of Wash Area and Pre-Wash Area for Bolsa Chica Maintenance Station

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1 O IOI - BUI, OIO D HOUIG GY DMIIIO DIVIIO O OUM D O M th MO, HO (96) X (96) Y (800) or (96) I DMUD G BOW Jr, Governor lex your power! Be energy efficient pril 6, 0 DDDUM O WO () IVIIO O BID IB O 5 Demolition and onstruction of Wash rea and re-wash rea for Bolsa hica Maintenance tation Your attention is directed to the following questions and answers to the above-noted Invitation for Bid: QUIO D W: Q: If we are already a mall Business and DVB firm, do we get credit for both: : Yes, all business firms that are already mall Business and DVB will get credit for both Q: If we are already a mall Business and DVB firm do we still need to sub-contract out another B or DVB firm? : o, don t need to sub-contract if you are already mall Business and DVB his ddendum also addresses the incorrect plan attachment s attached herewith, is the correct lan attachment for the Bolsa hica Maintenance tation OH M D ODIIO OH I H IVIIO O BID MI I U O D MID: Written Questions submittal is now due pril 0, 0 hank you for your interest in contracting with the tate of alifornia incerely, nalyn Deloso cquisitions nalyst

2 IB umber 5 HM 5

3 D IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H D O OD BO HI OD GID GI -6-0 D G J MO 68 o xp 6-0- OV D O O he tate of alifornia or its officers or agents shall not be responsible MI OI H BUK QUIM OG IDX O ID MHI H O G DIIO G OG HO W - O, GD & BBVIIO - MOV - WHK D BI - V IY IO - WOK, see and O - M DI- DI- DI- DI- OU UU - -B GD O DD OUDIO OO MIG OY IO OY IO D OOIG DI I OO MIG IO MIG DI OUDIO G = OUDIO OUDIO 09:7 MWW imperial ev 7/0 DIG UVIO DIG GI DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI DIGD I BIG I VIIO D BO HI MI IO G G VIIO D (IMIY G OY) H O ID O: Gdgn

4 IB umber 5 HM 5 BBVIIO GD DI OUY OU Ora 05/ O MI H O O OJ 0 H D O B B BDG - I M O O OG G W D DBH DI DI D () Q OB G M O G G G GM GV G GV G H H H HZ ID I GGG B H O BUG BUIDIG ODUI O UBI OD IO HI IK OUGD M I O OU O OO OU O GD OUIG OD W I DI DIM B HIGH DI I DIM DI I I XIIG H VIO DG O VM QU O BUIDIG IIH OO IIH GD OW I O MI O O OW WIH U HOUGH OO GUG GU IVD BO GO GO MIU GVIZD GVIZD I G VV GOVM VI I HIGH HO U HOOW HZ IID DIM IV VIO (I ) I JB kw B MX MBV MH MI B I O O OD OG H V V Q rpm B U /W B H D Q D BM O O Y V V W W/O W W IH JUIO BOX KIOW GH OUD D IIGIO MXIMUM MOOIZD B VV MHO MIIMUM OH OHBOUD O I O UMB O OUID DIM OIGI GOUD IH OD M O H U DUIG VV OYVIY HOID DIU IOD O I QUID VOUIO MIU DUD U BKOW V Y O UI IGH IGH-O-WY W OUHBOUD HDU OM DI W I QU IO DD MOY BH MK O O O O YI VO VIIID Y I W WIHOU W I WDD I X D D V W M X (0000) he ontractor shall verify all controlling field dimensions and conditions before ordering or fabricating any materials he ontractor shall verify exact location of all underground facilities and utilities prior to start of construction o 90 degree bends allowed on drain or sewer pipe Where 90 degree bends are shown, use two 5 degree bends U DIG BDO IY W DI U DI V W O MI H I -5 G WOK O 7 DI H UMB W GD I XIIG O GD I BHMK VIO I DIM IO / VIO H UMB DIIO O I I IIG D VV H BOW, UD DOW XIB OO DU, OI DU, I U GUG (WIH VV D UBB) UIO UIO, IUIG VV, B VV, HK VV, G GID GI OV D VV, Y I VV, U DUIG HO U -6-0 D G o xp J MO 68 O 6-0- he tate of alifornia or its officers or agents shall not be responsible O 09:7 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO O, GD & BBVIIO - VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_dgn

5 OV D IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H D O GID GI -6-0 D G o J MO 68 xp 6-0- O O OV D he tate of alifornia or its officers or agents shall not be responsible emove () water treatment system elocate () pressure washer emove () electrical conduits emove () water line emove () canopy, () x steel columns (typical) () curbs and () concrete floor emove () sainitary disposal sign emove () Hose aucet and water line emove () V dump and sewer line D () backflow preventor to remain 0-0 +/- emove () re-fab emove () drain pipe c a n o p y ( 5 0 elocate () eye wash system () tank truck filler to remain /- MOV = :7 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO MOV - VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_dgn

6 IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H 5 D O GID GI -6-0 D G o J MO 68 xp 6-0- () Boundry wall O O OV D he tate of alifornia or its officers or agents shall not be responsible 9975 wide cable railing area lectrical connection to enclosure from () conduit () able railing fence, refrence to 006 standard plan B-7 () Outlet box, x, see () Ball valve low meter, see 6-8 () W from () tank truck filler to new tank truck filler Hose reels () W W () Back flow preventer () ressure washer () Ball valve () iberglass enclosure, anchored to () concrete pad ground (6-0 x6-0 x7-0 ) ( ) () MU wall () G Vent pipe, see pipe I ign, see BI -8 () ank truck filler, see -6 WHK V W () Bollard W () ank truck filler emporary BM ( ) () V sanitary station and water tower, see - D 9975 V elocating eyewash, with shut off valve () OG yp otal, see -0 wide chain link gate area (tandard plans 85) () G Vent pipe, see D V D ttach 7 high, steel pipe using clamps, with () bollard, for sign, see (), D, length=5-0, slope=% I=9690 () Manhole, see () D, ength = 60, min slope=% () 500 gallon sand-oil I=990 () D interceptor, see -7 I=960 () OG o () lift station WHK D BI VIW =5-0 09:7 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI DIGD I BIG I VIIO D BO HI MI IO WHK D BI - VIIO D (IMIY G OY) H O ID O: ss_dgn

7 IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H 6 emovable cover, see D O B - GID GI -6-0 D G J MO 68 o u t s a stainless steel, typ (otal ) G riser Base DI H 80 V adaptor 6-0- xp OV D he tate of alifornia or its officers or agents shall not be responsible O O Modify base for stainless steel drawup bolts DI H 80 V pipe rash hook, x 6 m steel anchor bolt, typ (otal ) G DI,, for continuation, see - see - B DI O DI OV O W OW B O G e l Vacuum breaker Water pipe remanufactured water tower w/altrans modifications Hot dip galvanized, typ op l e x i b l e h o s e, 9 long (pprox reach 5 ) e m a l e i r ball valve with round handle Water nozzle Water tower base, see - Drain cover, see - Y 8 Y Match finish grade Y 8 xtra heavy closed pitch spring, DI High solid epoxy enamel over primer coat (ntire water tower), color #890 G #5 O both ways Meter box, min ID # ebar ree-draining granular material Water pipe, connect to ifting hook -0 Undisturbed or compacted appropriate location B material x DI educer bushing, trap,, Y long sweep elbows square x educer ea gravel or crushed stone Vent pipe IIG HOOK / H HOOK O Vent connection, x x tapped tee bushing union ball valve G and fittings, Y Drain pipe ote of work: B Deliver lift hook to the jobsite Install in sanitary station dump IO V IY IO O ength to be set in field et top below hatch opening W OW O 09:8 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO V IY IO - VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_dgn

8 IB umber 5 HM 5 Mound and B (match existing thickness), depth match existing concrete DI OUY OU Ora 05/ O MI O OJ H O 0 H 7 D O Varies, -0 MI + MI racer tape tructure backfill and backfill, compact with manual tamper ipe, hand shape for bells and couplings Varies, -0 MI + MI elect backfill racer tape tructure backfill and backfill, compact with manual tamper ipe, hand shape for bells and couplings Varies, -0 MI + MI racer tape tructure backfill and backfill, compact with manual tamper ipe, hand shape for bells and couplings -6-0 GID GI D OV D J MO 68 o 6-0- xp he tate of alifornia or its officers or agents shall not be responsible G O O MX MX MX -6 MX -6 MX -6 MX oncrete pad UDGOUD W I O low ull width of trench low low or continuation see or continuation see or continuation see leanout access cap Meter box and cover oncrete collar, round or square o 5 lbow, total o 5 Wye o 5 Wye and o 5 elbow woway cleanout 8 Match grade # ebar ree-draining granular material - yp VV BOX O yp VIO VIO VIO OU ( BD) OU (DD) WO-WY OU ote: oncrete pad shown typical for all cleanouts OU O GD - GVIY O 09:8 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO DI- -5 VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_5dgn

9 IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H 8 tandard lid assembly 8 - D O -0 min - Max 5 - ipe lamp, yp -0 olumn -6-0 GID GI D OV D J MO 68 o 6-0- xp he tate of alifornia or its officers or agents shall not be responsible G O O lass "B" concrete max max Grout D ompression coupling (with stainless steel shear ring) ed wood, Block spacer midway between clamps D D/ -0-0 lamp lamp lbow embedded in 5 deg with sewer flow 6-0 each way IY W MHO O Varies - ipe to be placed as close as possible to wall & secured to wall with stainless steel clamps max lamp 0 - +/- raffic rated Valve Box, cover marked "BV", / O nominal size 0 G G extension pieces 0 G, langed x threaded Gate valve heck valve ross H o s Ball valve with fire hose nipple inished Grade # ebar W, or continuation, see O:- ll inside drop piping to be V ement all joints G, Double wrap 0 mill tape below ground at above ground Drop connection pipe and fittings to be same size as lateral lamps to be /5 x /0 stainless s t e e l a n c h o r e d t o M H cubic feet Gravel Drain Ball Valve plated bolts 5 Use drop connection whenever invert of Ductile Iron ipe connecting sewer is or more pool and lbow above MH invert K UK I O 09:8 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO DI- -6 VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_6dgn

10 DI- oat all exterior surfaces with bituminous coating (including risers) except tank bottom Install tank on compacted sand or pea gravel bed Inlet Outlet O Manhole risers, center over openings, height as required inish grade Min IO Manhole frame and cover,, total Manholes to have 8 concrete collars +/- 8 oncrete collers Y otes: ank dimensions to be per manufacturer - anitary tee inlet, flow line l = 9600 Variable ast iron frame & cover with gasket (Gastight) V inlet & outlet pipe and fittings standard GO D-OI IO O ampling box DIGD I BIG I VIIO D VIIO D (IMIY G OY) H O BIDG O DIG DI QUII HKD HKD HKD H DI OUY OU O O OJ H 0 H o xp G D O O O GID GI IOI O ss_7dgn O MI 0 OIGI I IH O DUD O MI OV D he tate of alifornia or its officers or agents shall not be responsible D DIVIIO GIIG VI WW DIG D I-MHI-W 09:8 0- ID O: mar Baidwan mar Baidwan mar Baidwan J MO UI OJ UMB & H MWW imperial ev 7/0 BO HI MI IO Ora 05/ IO DI B = -0 Outlet pipe = -0 VIW OU BOX B - -0 ID VIW Interceptor wall, see structural sheets x drain screen, see m e s stain less steel, O drain screen / O VIW well screen pipe t y p 0, slot size = low line = 9575 G Vent pipe, see groove for drain screen low line = IB umber 5 HM 5

11 IB umber 5 HM 5 DI OUY OU Ora 05/ O MI O OJ H O 0 H 0 min, min GID GI -6-0 D G D O J MO 68 o ote: creen xp 6-0- Bolt to column as shown on plans using g a l v a n i z e d / 5 ll letters shall be baked white color 795 on brown color # 0099 background except where noted otherwise ttach the sign at eye level W i d e /0 /0 - WH W IUIO -I W/O O Y O-MUIYIG O : 5 DIUIO W/Y WI O -MI IO IM I W/HIGH U WH /5 Y Height of the column teel column G vent pipe (aint to match column) ttach to column every -0 with stainless steel strap, yp OV D he tate of alifornia or its officers or agents shall not be responsible O O ounded edges 6 gauge galvanized steel min finish grade B Brown background 5 VM IO O inished floor G elbow, typ (Horizontal) vent pipe V I O OUM O WH W IG DI O min pipe Metal sign, see - Ball valve ote: ll words shall be white except the word DG shall be red Bolt to the steel post at location as shown on plans using galvanized bolts and washers ttach the sign at eye level - Water meter 8 Union Meter box and cover oncrete collar, round or square Match grade # ebar 7-0 lamp (Y) I ounded dges IY () Bollard DIO & - 9 Min ree-draining Brown Background HO I DI OIG granular material & W i d e W h i t DI HODIG K WH DOW O D UM 6 OW M BOX O O: Min 9 clearance on all sides inish floor yp M IG O 6 gauge galvanized steel M O O 09:8 MWW imperial ev 7/0 DIG DI QUII mar Baidwan mar Baidwan mar Baidwan HKD HKD HKD O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI I-MHI-W D WW DIG UI 66 OJ UMB & H BIDG O H O MI BO HI MI IO DI- -8 VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D ID O: ss_8dgn

12 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H D O GID GI --0 D G obert du laine o 57 BBVIIO YMBO xp 6-0- D B dhesive nchorage Device nchor Bolt HD Hex Holdown Hexagon Blocking in ection or levation MU Wall on lan Views OV D he tate of alifornia or its officers or agents shall not be responsible O O sphalt oncrete Horiz Horizontal lt lternate HB High trength Bolt ontinuous Member in ection Dropped lab on lan Views merican lywood ssociation lternative ipe ulvert H Jt Hollow tructural ection Joint nd of Member einforced oncrete Bldg Blkg B Building Blocking Boundary ailing O V ayout ine aminated Veneer umber Bearing Wall and Btm Bottom m Meter hear Wall tructural Backfill B IDH J lr MU onc onst arriage Bolt ast in Drilled Hole ontrol Joint lear oncrete Masonry Unit oncrete onstruction Max M Mech Mfr mm Min MIW Maximum Mechanical xpansion nchor Mechanical Manufacturer Millimeter Minimum Malleable Iron Washer X XXXX ength hearwall chedule ymbol eference Glue aminated Member ection tructural xcavation Original Ground imits of tructural Backfill ont ontinuous O On enter (shown on plan view) Dbl D Dia omplete enetration Weld Double Douglas ir Diameter OG OH Opt Original Grade Opposite Hand Optional itch X X-X orth rrow artial ection ut ree Draining Granular Material DI Ductile Iron ipe D owder Driven astener X Bottom of ooting D do Diameter ominal Ditto lwd lywood ressure reated X X-X ull ection ut () a xisting ach W WB uddle Weld refabricated Wood I Beam X evision allout levation or Working oint levation einforced oncrete ipe xisting eatures lec lectrical einf einforced, einforcing Grid ine Indicator mbed q mbedment dge ail qual eq d D im equired elf Drill, elf ap crew imilar enter ine Holdown, yp impson U qual (Manufacturers are those noted in the order shown) xp DGM xpansion ree Draining Granular Material q tructural lywood heathing quare tation ine G lr inish Grade low ine loor ace (ield) ail tagg td W ym taggered tandard tud Weld ymmetrical 0/ teel late Diameter rame onnector impson (Manufacturers are U those noted in the qual order shown) O ace of oncrete &G ongue-and-groove OM O tg ace of Masonry ace of tud ooting yp oe ail ube teel ypical quare - 5b Detail umber or ote umber dditional eference (if required) heet umber Ga Gage UO Unless Otherwise oted Galv Galvanized GM Glue aminated Member Vert Vertical Gyp Bd Gypsum Board I O DWIG D X MWW imperial ev 7/0 DIG DI UBMID DD DWIG HKD HKD, DIG GI OVD DIG UVIO O: II DI O O OH H H VI OV DD DI D O O HI H O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO - O MI GD VIIO D (IMIY G OY) H O DIGD I BIG -6-0 I VIIO D 0-09:8 OK90 -dgn

13 t t aised urb if IB umber 5 HM shown on plans inish Grade 5 Bearing Wall or oncrete ooting DI OUY OU O M580 O MI O OJ H O 0 H inish Grade -0 Min -0 illet #5 total 7 aised urb if shown on plans -0 hear Wall & ooting 7 leeve Min Min 9 Min yp -0 Max oncrete ill 5 GID GI OV D --0 D G obert du laine o 57 xp 6-0- D O O O XIO OOIG o cale Begin slope at outside face of Wall xtend lab reinf into pron 5 Wall & ooting 7 8 Optional or #5 total -0 IIO OOIG 5 o cale aised urb if on-bearing Wall shown on plans -0 ll ipes ransverse to ooting Min shall have clearance from sleeve all around O o pipes permitted beneath Interior or xterior Isolated ootings I DI HOUGH OOIG 9 o cale he tate of alifornia or its officers or agents shall not be responsible -0 # total ace of Wall lr -lope 7 8 xterior ooting DIVWY O o cale 6 at drop Min -lope xterior Isolated ootings are similar I DI O OOIG 0 o cale oncrete lab Vapor Barrier of and 7 xterior ooting 7 WKWY O 7 o cale OO JOI MOIU BI 7 o cale o cale ace of Wall 5 Diameters irst our econd our ap lr op of raised urb, Keyed onstruction orner, yp if shown on lans Joint orm Intersection, yp lab einforcing Min inish Grade Drop lab Bottom of ooting -0 7 O ace of Wall DO B O-BIG W o cale Joint reformed lastic trip or awcut Min 9 Min or ipe over, see pecifications: arthwork for Building Work ipe - Min o digging for ipe rench parallel to ooting below these lines xterior ooting shown, Interior or Dowels, -8 long - ame size & spacing as lab einf Double Mat Wrap one end with Bldg aper O O he following minimum concrete cover shall be provided for reinforcement lab hickness (t) einforcement Minimum over a oncrete cast against and permanently exposed to earth b oncrete exposed to earth or weather but cast in forms : #6 thru #8 bars # 5 b a r a n d s m a l l e r, W o r D c oncrete not exposed to weather or in contact with ground : labs, Walls and Joists : # a n d # 8 B a r # B a r a n d s m a l l e r _ Beams and olumns : r i m a r y e i n f o r c e m e n t, i e s, t i plices in continuous reinforcement as in Walls, Wall ootings, etc #8 or smaller shall have a lap of 5 diameters and the splices in adjacent bars shall not be less than 5-0 apart ontinuous Bars in spandrels, Wall Beams, etc shall lap op Bars at center of span and Bottom Bars at supports ontraction Joints and ontrol Joints shall divide slab into areas not exceeding 5 square yards without reentrant corners and with length to width ratios not exceeding 5 to Joint spacing shall not exceed ach way, place in center of lab 8 ach way, place in center of lab ossible locations of exposed portion ee lectrical lans for exact location 5 Diameters ap 5 oncrete fill is to be placed before ooting is poured Make the same width as the ooting and the full width of the ipe trench oncrete fill not required for pipes less than diameter for pipes more than -0 below bottom of footing xterior ooting # x 0-0 May be used as part of footing reinforcing xposed portion shall be covered with Heat hrinkable ubing lab concrete may be poured continuously across the ontrol Joint, to cover as large an area as practical 7 orner, yp Intersection, yp ingle Mat 6 ee Mechanical and rchitectural lans for size and locations of pipe, vents, ducts and other similar openings ee lectrical lans for conduits and outlet boxes in floors, walls, etc 7 lace of free draining granular material under slabs with min embedment into concrete GOUD B DI o cale 8 OIO JOI o cale O/IIO I I, YI o cale I O DWIG D X-5- DIG -0 MWW imperial ev 7/0 DI UBMID DD DWIG HKD HKD, DIG GI O: II DI O O OH H H VI OV DD DI D O O HI H OVD DIG UVIO : DIMIO I MIIM OIGI I IH U OHWI OD O DUD O DIVIIO GIIG VI IOI HIU O MI D BIDG O H BO HI MI IO O DD UU DIG -B VIIO D (IMIY G OY) H O UI 599 DIGD I BIG I VIIO D 0 OJ UMB & H :8 OK90 -Bdgn

14 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H D O able ailing, B-7 alrans tandard lans May 006 B O O olumn GID GI --0 D G obert du laine o 57 xp 6-0- O O O OV D he tate of alifornia or its officers or agents shall not be responsible -8-0 lope -0 () torage hed () MU Wall -0 olumn yp Outlet Box lope olumn M -8 lope O olumn hain ink Bi wing Gate, alrans tandard lans May 006 olumn ee Mech O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD HKD HKD OUDIO c a l e & obert Du laine Brian utliff von avoye obert Du laine obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO - O MI OUDIO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:8 OK90 D:\Dist

15 IB umber 5 HM 5 DK MIIMUM IO OI W HDU and DK OI DI OUY OU O M580 O MI O OJ H O 0 H Deck ype teel Decking Depth & Gage 5 x 0 Ga Moment of Inertia 00 in/ft ositive ection Modulus 05 in/ft egative ection Minimum Yield Modulus trength 06 in/ft 8 Ksi teel Deck rofile elf-drilling elf-apping crews erpendicular upports arallel upports ide aps and anel nds - #0 Button unch O er O Minimum Diaphragm hear apacity 50 lb/ft GID GI --0 D G obert du laine o 57 xp 6-0- D O O O ote: Minimum pan ondition DK O OV D he tate of alifornia or its officers or agents shall not be responsible H column ymmetrical about anopy H column Overhang 9-0 yp OD yp yp - - H 8 yp olumn H Brace 0-0 H Brace, below lr H rch Brace Beam & olumn, yp x yp -6 H Beam (otal ) olumn to Brace Detail cale = - 0 rch H H 8 x x 0 r c h rch H H 8 olumn (Below), yp - yp -6 H rch Brace (otal ) 0-0 teel Decking, yp tanding eam O OD he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 Metal oofing, yp OO MIG c a l e & - DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI DIVIIO GIIG VI HIU D UU DIG OIGI I IH UI 599 O DUD 0 OJ UMB & H BIDG O H BO HI MI IO - O MI OO MIG VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist

16 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H 5 D O olumn & ooting, yp 0-0 ymmetrical about anopy GID GI OV D --0 D G obert du laine o 57 xp 6-0- O O -0-0 yp olumn, Base & ooting he tate of alifornia or its officers or agents shall not be responsible -5 yp Metal Decking H 8x rch, yp H olumn - D nd late Mortar, yp -0 Bottom of c h a H Beam H 8x Brace, yp Wall beyond 0 nchor Bolt w/eveling uts & -8 min mbed, yp 90-0 # 6" typ ontinuous #5 ee -9 #5 tot - lr yp H 8x8 olumn, yp OUM D cale = onc Wash rea 0 - op of onc ier -6 Datum 0-0 op of onc lab H ection yp 0-0 Bottom of ooting Bottom of ooting yp Bottom of - ooting -0 yp OY IO c a l e & D o cale O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO - O MI OY IO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist

17 6-0 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H 6 D O ymmetrical about anopy olumn, Base & ooting GID GI --0 D G 0-0 obert du laine o 57 xp 6-0- OV D O O H olumn he tate of alifornia or its officers or agents shall not be responsible x, yp 6-0 Metal Decking tanding eam Metal oofing H rch, yp +6 D Mortar, yp -0 Bottom of 0 nchor Bolt w/eveling uts # 6" typ H Beam H Beam, yp H Brace H 8x, yp & -8 min mbed, yp (Behind), yp #5 tot H Brace, yp H olumn, yp - yp -0 Bottom of ooting 0-0 minimum clr -0 OY OOIG DI cale = - 0 olumn & Base - onc Wash rea yp +6 yp Datum 0-0 op of onc lab yp 0 nchor Bolt - (otal ) -0 Bottom of ooting H 8x8 olumn 8-0 Base yp OY IO c a l e & B DI c a l e O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO - O MI OY IO D OOIG DI VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D :9 OK90 D:\Dist

18 6-0 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H 7 tanding eam Metal oofing tructural Decking ymmetrical about anopy GID GI --0 D G D O obert du laine o 57 oofing lips and asteners per oofing Manufacturer OV D xp 6-0- O O he tate of alifornia or its officers or agents shall not be responsible -6 H rch, yp yp 6-0 H ascia OOIG DI cale = - 0 H rch, yp H Brace, yp tanding eam Metal oofing H 8x8 olumn, yp tructural Decking ake lashing I OO MIG IO cale = - 0 K DI oofing Detail -6 oof Deck H rch, yp ake lashing -0 yp tanding eam g Metal oofing oofing lips and asteners per oofing Manufacturer H rch, yp - H Brace, yp H 8X Beam H Brace 0 nd late H Beam H 8X8 olumn OOIG DI cale = I OO MIG IO cale = - 0 O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO -5 O MI I OO MIG IO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D :9 OK90 D:\Dist

19 IB umber 5 HM 5 DI OUY OU O M580 O MI O OJ H O 0 H 8 x, typ Metal oofing GID GI --0 D G D O obert du laine o 57 - oof Decking im - xp 6-0- O O OV D lr, typ he tate of alifornia or its officers or agents shall not be responsible H X8 rch - H 8X Beam H X8 ingle ngle rch Brace at external rch H X8 rch Brace H O B OIO DI c a l e H olumn oof Decking Metal oofing OUM O BM OIO DI c a l e X ach ide of rch, typ each of six sides H X8 rch H 8X Beam H X8 rch 8 H X8 rch 8 yp H olumn H 8X Beam B O BM OIO DI OUM O BM OIO DI c a l e c a l e O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO -6 O MI MIG DI VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist

20 5-0 O IB umber 5 HM 5 DI OUY OU O MI O OJ H O 0 H O M580 9 Double #5 at ends -0 ull ht GID GI --0 D G D obert du laine o 57 xp 6-0- O O O G OV D he tate of alifornia or its officers or agents shall not be responsible c h a W YOU c a l e Double #5 at ends 6 6 able ailing, B-7 alrans tandard lans May HM DI Double #5 at ends " typ W VIO O c a l e he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O BO HI MI IO H -7 O MI OUDIO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist

21 IB umber 5 HM 5 DI OUY OU B O M580 O MI O OJ H O 0 H 0 D O GID GI --0 D G obert du laine o 57 - #5 continuous, typ xp 6-0- each way, typ - #5, continuous typ varies -0 O OV D he tate of alifornia or its officers or agents shall not be responsible O W IO cale = - 0 W IO cale = - 0 able ailing, B-7 alrans tandard lans May c h a -6" -6" op of Wash lab beyond +0 - #5 continuous, typ each way, typ BI IO c a l e O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO -8 O MI OUDIO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist

22 IB umber 5 HM 5 B DI OUY OU O M580 O MI O OJ H O 0 H D O GID GI --0 D G obert du laine o 57 - #5 continuous, typ xp #5 continuous, typ O O OV D he tate of alifornia or its officers or agents shall not be responsible each way, typ each way, typ typ op & bottom - #5, continuous - #5 continuous, typ op & bottom typ W IO cale = - 0 W IO cale = - 0 able ailing, B-7 alrans tandard lans May 006 ote: or elevations at the top of the wall, ee -8 c h a " ach way, typ W VIO c a l e O he ontractor shall verify all controlling field dimensions before ordering or fabricating any material MWW imperial ev 7/0 DIG DI QUII HKD obert Du laine Brian utliff HKD von avoye obert Du laine HKD obert du laine Brian utliff O IOI OIGI I IH O DUD 0 DIVIIO GIIG VI HIU D UU DIG UI 599 OJ UMB & H BIDG O H BO HI MI IO -9 O MI OUDIO VIIO D (IMIY G OY) H O DIGD I BIG I VIIO D 0-09:9 OK90 D:\Dist