Laserfiche WebLink
E <br />E, <br />VACUUM CAP <br />MISTER VAPOR POLISHER <br />ATTACH PER MANUFACTURER'S <br />NTS. <br />WELD SMOOTH (TYP) <br />;ER SECURELY TO FRAME <br />FORMED UNISTRUT <br />(TYP) <br />1" THK SQUARE TUBULAR FRAME <br />I <br />12500 PSI CONCRETE FOUNDATION <br />FRAME AND FOUNDATIONS <br />77477 - <br />NOTES: <br />THE VENT DISCHARGE SHALL BE LOCATED AND DIRECTED SO THAT <br />VAPORS WILL DISPERSE. VAPORS SHALL BE DIRECTED UPWARD AND <br />HORIZONALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL <br />BE LOCATED SO AS NOT TO BE TRAPPED BY EAVES OR OTHER <br />OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET FROM BUILDING <br />OPENINGS. DISCHARGE SHALL NOT BE LESS THAN 12' FROM FINISH <br />GRADE. VENTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA <br />30(2008). <br />VENT RISERS SHOULD STAND NO LESS THAN 5 FROM THE OUTSIDE OF <br />CURB. <br />THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND THE <br />PROTECTION IN PLACE OF EXISTING FACILITIES. <br />EXISTING VENT FRAME <br />AND FOUNDATIONS <br />4" <br />BACKFILL BETWEEN <br />EXIST AND NEW FOUNDATIONS <br />WITH COMPACTED SAND <br />12°0 2500 PSI CONCRETE FOUNDATION <br />STAND ALONE FRAME <br />yr - r-0• <br />C:\Documents and Settings\Patricia\My Documents\Autodesk\My Projects\00 AutoCAD Sheet Sets\08 APEX Residential\O Title Sheet.dwg, 10/17/2008 8:55:42 AM <br />CARBON CANISTER VAPOR POLISHER <br />ASSEMBLY. ATTACH PER <br />MANUFACTURER'S REQUIREMENTS. <br />o <br />3"X3- X1/4" THK GALVANIZED SQUARE <br />TUBULAR POST WITH CAP <br />FINISH GRADE <br />Z <br />125 Powder Forest Drive <br />PO Box 2003 <br />Simsbury, CT <br />06070 <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING <br />THE EXISTING CONTROLLING SITE CONDITIONS AND FOR <br />COMPLIANCE WTH LOCAL ORDINANCES AND CURRENT <br />CALIFORNIA BUILDING CODES. <br />APPLICABLE CODES <br />ALL YORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST <br />EDITION OF THE CALIFORNIA BUILDING CODE AND REFERENCED <br />STANDARDS. <br />PLANS AND PERMITS <br />THE CONTRACTOR SHALL OBTAIN ALL NECESSARY <br />ENCROACHMENT PERMITS AND SHALL POSSESS APPROVED <br />PLANS PRIOR TO BEGINNING OF CONSTRUCTION. <br />UTILITY LOCATIONS <br />THE CONTRACTOR WALL BE REQUIRED TO NOTIFY MEMBERS OF <br />UNDERGROUND SERVICE ALERT(U.S.A) 48 HOURS IN ADVANCE <br />OF PERFORMING EXCAVATION WORK BY CALLING THE <br />TOLL-FREE NUMBER (800) 727-2600. EXCAVATION FOR THE <br />PURPOSE OF THIS REQUIREMENT, IS DEFINED AS BEING IS' OR <br />MORE IN DEPTH BELOW THE EXISTING SURFACE. <br />DESIGN CRITERIA - PER 2007 CBC <br />SEISMIC LOADS <br />SITE INFORMATION <br />IMPORTANCE: <br />SITE CLASS= <br />1 <br />D <br />BASIC <br />R=2 0=2 <br />SD1= 1.0 <br />SDS=1.83 <br />RESISTING <br />Cd=2.5 <br />SYSTEM: <br />(REF: ASCE M5 <br />TABLE 15.4-2 ) <br />DESIGN BASE <br />(BASE SHEAR EQ. <br />(MAX. BASE SHEAR <br />(MIN. BASE SHEAR <br />SHEAR: <br />12.8-2) <br />EQ. 12.8-2) <br />EQ. 12.8.5&6) <br />V= CSW <br />V= SD1W/TR/I <br />V= .5S1W/R/I <br />0.92W <br />V=0.92W <br />V=1.25W <br />V=0.25W <br />z <br />VO <br />V <br />w <br />} in <br />Qz <br />ZO <br />_V <br />.I O <br />LLj LL <br />CL 0 <br />z <br />o_ <br />V <br />0 <br />z <br />O <br />Q <br />W <br />W <br />t^ ry <br />^Qe' 0 <br />I <br />4 z <br />tz <br />r <br />H O o <br />N <br />to <br />C, <br />W (V <br />00 <br />to U Pt <br />X <br />� ro <br />In <br />O h <br />C, o F+ <br />40 <br />C <br />d <br />FAm <br />a� <br />U <br />ce <br />O <br />a <br />O> <br />W <br />p oc <br />= _ <br />C)U0Q <br />w zC4 <br />m <br />Q <br />v <br />o Sep -08 <br />20815 <br />Sc <br />PABGI <br />AS SHOWN <br />S1 1 <br />