1. For the foundation plan, what is the dimension of the north edge of the foundation between the centerline of the west column and the centerline of the east column? [Reference: Pacific Highlands Ranch Branch Library plans, volume II, sheet S200.] [10 points]

48-5 4 COL ZWIDE x16 DEEP CONT FTG W12) TOP & BOTTOM AT PERMETER WALLS UNO BETWEEN GRACES B PER ARCH AND LANDSCAPE 15-8 STEEL -COL GRACE HY 2x10 STUDS COL AT EXTERIOR FACE PURRING STUDS TYP AT EXTERIOR FREE INTERIOR STANDING WALL TO BLAB +TE Ball 4x72 HOU HOUS HOUS 503 46 TYP AT DEPRESSION 5 6 48-7 23-8 COL COL 4x10 HDUH HOU4 4-10 3 HDU14 HOU14 20CONT FTG zCONT FO -COL 2x10 STUDS AT EXTERIOR FACE INTERIOR 24 FURRING STUDS, TYP AT 1 THICK BUILT UP WALLS FOUNDATION NOTES: 1. FOR TYNGAL NOTES, LEGENDS MATERIALS OBSERVATIONS AND INSPECTIONS SEE 9106-9106 2 TOP OF FOOTING TO BE TO TYPUNO 3. SEE CIVIL FOR TYPICAL GRADES 4 FOR TYPICAL COLUMN DETAILS SEE SHEET 8415 5. FOR TYPICAL CONCRETE FOOTINGS SEE SHEET 5500 SERIES FOR TYPICAL CONCRETE DETAILS SEE SHEET SERIES 7. FOR TYPICAL WOOD FRAMING DETAILS RES & ALL EXTERIOR WALLS TO HAVE 12 SHEATHING w 10 BEN GEOC AND FM 120C SEE ARCH FOR ALL DIMENSIONS, ELEVATIONS, STEPS, CURRS, ETCETERA 10. ALL HOTS HOLDOWN TO USE 14 ANCHOR BOLTS 11. FOR TRASH ENCLOSURE, SEE S 12 BEE LANDSCAPE DRAWINGS FOR LOCATIONS OF SLOPED TOPPING DRAINAGE LAYER OVER FOOTINGS MAX THICKNESS TO TOPPING TO FOOTING PER PLAN 13. FOR UBRARY SHELVES/STACKS ANCHORAGE TO SLAD ON GRADE BEE6 COL B FSA 14 WIDE x1 FA CONT FTG, TYPAT TYP HOUSA AT STAIRS INTERIOR WALLS UND w2) 5 TOP & BOTTO LAP BARS INTO RAD FOOTINGS HOTS 501 FLA 4x13 HOM ECOL C KEYNOTES: 2 WALL Ext HOTE FTG CONCRETE RAMP HOUGH HOUS 10 HOUS 4x10 HOU TOFTO 0-0 4x10 HOUS E5 TOFTG - TOFTO HDU - TOSAB FRA TYPO (F9) G.9 G.10 K TYP 4x10 HDUM 9-8 FOUNDATION DIAN TOFTG D-D 507 SC7 F46 5308 CONCRETE STARS SONGEAWAY FEA STEP BOTTOM OF FOOTING AT INTERIOR FOOTING 2-0 CONT FTG 501 FEA TOFTG 410 4-0 BLOCKOUT STEEL COLUMNS POR TYP HOTS HOUN COL RACIAL HISPER ELEVATIONS ON 300 CENTER FOOTINGS ON OF ARCHED STEEL TYP SC3 FBA SHRINKAGE CONTROL JOINTS COORDINATE LOCATION ARCHL PER TYP 801 FA OVER 2 SAND OVER 15 ML VAPOR BARRIER OVER 2 SAND PER, 4x4 250 CONT FIG T.OFTG HOUTE FBA HOUS TOFTG D-D TYP GLAZING TOBB T.OFTG 0-0 HOUS STRA 3-114 FBA kanea F2 LOUVER WILL LOCATION PER ARCH TYP J-7/ TOFTG 4-0 2- CONT FTG HOUT FIA SC1 - HDU14 FSA 501 4-10 HO04 -578 4x10 HOLM MADUS TYP LOUVER 90 TYP F7A HARDSCAPE BY OTHERS C1824 C1834 01834 "JOH TOFTG -2-0 TYP AT TYP AT FENCE NO RETAINING WALL 24.10 HOU PULL LENGTH CMST14 STRAP ACROSS SHEARL FROM GRID 1 TO GRID 3 OVER OPENINGS PER www SYNTHETIC TURF MOUND BUILT UP OVER SLAB ON GRADE, SEE LANDSCAPE ARCH DRAWINGS FOR DETAIL AND DIMENSIONS LEGEND: HOUB COL DENOTES CONCRETE COLUMN GIB PER G COL COL (G.1) COL (G.5) COL SCE TYP 12.5 H COL 2-534 COL J TYP AT RETAINING WALL FENCE COL K RETAINING WALL TYP Loans 501 DENOTES FOOTING TEA PER DENOTES STEEL COLUMN SCY PER DENOTESFOOTING TOW PER 10 INDICATES PLYWOOD SHEAR WALL WITH TYPE NAILING PER 600 WITH LENGTH OF 12 INDICATES DEPRESS SLAB BY ARCH TYP Z DEPRESSION UNO SE NORTH