Laserfiche WebLink
04 O S' O.C.--\ 3• <br />v 0A <br />CONCRErE NOTES: <br />1. UNLESS OTHERWISE NOTED ALL CONCRETE SHALL <br />DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH <br />OF 60DO PSI. <br />2. ALL EXPOSED DMNAL CORNERS OF CONCRETE TO <br />BE TOOLED EDGE, UNLESS OTHRWISE NOTED. <br />3. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER <br />TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS <br />AND RECESSES. <br />4. CONTRACTOR SHALL VERIFY ALL SIZES AND <br />LOCATIONS OF ALL ELECTRICAL OPENINGS AND <br />EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND <br />Pr EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE <br />THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE <br />ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION <br />FOR ALL UTILITIES. <br />n EQUIPMENT PLAN <br />SGLLE 24v36: 3/4'-1'-0' <br />SCALE 11X17: 3/6'-1'-0' <br />5' <br />in <br />H + <br />H <br />DIE <br />STRUCTURAL NOTES: <br />1. CONCREIE: 28 DAY COMPRESSIVE STRENGTH fc-6000 psi <br />2. REBAR: ASTM A-515 GRADE 60 <br />3. MESH: ASTIR A-165 GRADE 65 <br />4. DESIGN: ACI-318-02 BUILDING CODE <br />3/4' EDGE <br />CHAMFER <br />7' THK PRECAST CONCRETE SUB-7 (TYP) <br />14 O B' O.C. EACH WAY-7/ <br />6' OF 311n' MINUS CRUSHED UNDISTURBED EARTH <br />ROCK (95% COMPACTED) NO7 <br />USED <br />EXPANSION BOLTS INTO <br />CONCRETE SLAB <br />(TYP. OF 4 INSIDE THE <br />CABINET) <br />(N) CLEARWIRE D <br />3TfE SUPPORT <br />CABINET MOUNTN CABINET <br />RANGE <br />e 4 In t n <br />a REGISTERED <br />(N) PRECAST <br />RETES L/AB / <br />CONCRETE SUB - <br />(DESIGNED <br />D � HICHARD b. HALL <br />OTHFRS)I�STATE OF WASHINGTON <br />nCABINET MOUNTING DETAIL <br />N.T.S. <br />C <br />SITE SUPPORT CABINET <br />SITE SUPPORT <br />SITE SUPPORT CABINET <br />CABINET <br />—SITE SUPPORT CABINET <br />ELECTRICAL PANEL <br />1O <br />m <br />n <br />^ POWER RECEPTACLE <br />ELECTRICAL <br />\ PANEL <br />`ACCESS DOOR <br />ACCESS DOOR <br />2' DIA SCH. 40 PVC <br />i2' DIA SCH. 40 PVC <br />2 DU SCH. 40 PVC <br />/POWER CONDUIT <br />B <br />POWER CONDUIT <br />POWER CONDUIT <br />O <br />r o <br />r TELCO BOX <br />N —TELCO BOX <br />HVAC UNIT <br />+ rF—f <br />m $ HVAC UNIT <br />�.i <br />2' DIA SCH. 40 PVC <br />2' DIA SCH. 40 <br />PVC TELCO <br />TELCO CONDUIT <br />CONDUIT <br />PRECAST CONCRETE <br />PRECAST <br />PRECAST CONCRETE <br />PRECAST CONCRETE <br />SUB <br />SLAB <br />m <br />o SLAB <br />SUB <br />10 <br />m <br />_I I F] I I -I I I -III -I I I -I I -I I I= <br />-I 1=111=1 11=1 I I=1111—I 11=11 I II— <br />111=I I I_I 11=III=III 111=III- <br />I TI 111-1 11 IN I —I I I=1I I <br />I —III—) I I—III=1 I I- III —III III— I I=1 1I— <br />O CABINET ELEVATION (LEFT) <br />SCALE 24X36: 1'-1'-0' <br />O CABINET ELEVATION(BACK) <br />SCALE 24X36: 1'-1'-0' <br />© CABINET ELEVATION (RIGHT) <br />SCALE 24X36: 1'-1'-0' <br />/ 1 CABINET ELEVATION (FRONT) <br />`"r SCALE 24X36: 1'-V-0' <br />SCALE 11X17: 1/2'-1'-0' <br />A <br />SCALE 11X17: 1/2'-1'-0' <br />SCALE 11X17: 1/2'-1'-0' <br />SCALE 11X17: 1/2'-1'-D' <br />H A L L <br />•� , r <br />• u <br />c ea rw re <br />BOth SW Am. Tower <br />HALL ARCHITECTURE <br />BOTHELL. WA <br />4 <br />03-0.-06 <br />SUBMITTAL SET <br />PHD <br />PHD <br />RBH <br />3 <br />11-01-05 <br />REVISED FINAL CONSTRUCTION DOCUMENTS <br />PHD <br />PHD <br />RBH <br />ARCHITECTURE <br />2 <br />10-14-OS <br />FINAL CONSTRUCTION DOCUMENTS <br />CEC <br />PHD <br />RBH <br />M:ElkL/hi`'B,iJ. ��� <br />WA—SN0201—A <br />EQUIPMENT DETAILS <br />1 <br />10-04-05 <br />PRELIMINARY CONSTRUCTION DOCUMENTS <br />PHD <br />PHD <br />RBH <br />North Creek Office Center <br />SBOB LAKE WASHINCTON BLVD. <br />19119 North Creek Parkway, Suite 105 <br />CoIIIIIIIIi111T111011 sent PA, Inc. <br />SUITE <br />709 BOTH SW <br />N0. <br />DATE <br />REVISIONS <br />BY <br />CHK <br />APP'D <br />DRAWING NUMBER <br />R(V <br />SCALE: AS SHOWN DESIGNED BY: PHO <br />DRAWN BY: PHD <br />WA—SN0201—A—CO3 <br />10 <br />Bothell, WA 98DII <br />ph: (425) 415-0746 fat: (425) 415-0799 <br />A <br />KIRKIAND, WA 98033 <br />EVERETT. WA 96201 <br />6 <br />5 <br />4 3 <br />1 2 <br />