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AA CA 0 E F G H <br /> REMSION DESCRIPTION ME <br /> �^ NO FACIA BOARD SPLICE <br /> THIS AREA(TYP) <br /> _ 5/8"STRUCTURAL <br /> '5'-0- <br /> '-0 34'-0" 6._O„ PLYWOOD SEE PLAN <br /> TRU55E5 O 24"OC PRE-ENGINEERED ROOF 1VENT,COLOR 6"X40"AL GABLE <br /> 5EE 5F( 23 MATCH TRIM (TYP 5 <br /> (7 O) 2X6 BLKGGLSTAfB A TRUSSES 0 24"OC 0 EA EES} <br /> 0 24"OC(TYP) BEVELLED 2X8 <br /> LUS26-2 FASCIA (TYP) <br /> I <br /> SIMP' A35 (TYP) <br /> WHERE SHOWN --- 5/8"GYP WALL BOARD <br /> •5 CONT 0 TOP <br /> TF 2X8 FASCIA (TYP) OF WALL (TYP) SEE DETAIL BELOW <br /> f TYP) 19 <br /> RIDGE LNG 5 0 OPENINGS GABLE DETAIL <br /> A <br /> ". <br /> GABLE; VENT TYP NORTH <br /> SCALE i 1/4 "- 1'-0" <br /> G SOUTH WALLS.SEE <br /> o ~ DETO RT •8 0 24 OC HORIZ <br /> iu <br /> -BEV <br /> EV (TYPLKG 0 ® •4 0 16"OC VERT 2'-O" F.B. 4 <br /> RIDGE_ 48 DIA LAP MIN •4 DOWELS 0 16"OC 19 <br /> DOUBLE 2X6 (TYP] <br /> (TYP) EXCEPTaJAMBS•6.SEE 25 2X6 BLKG X A35 EACH RAFTER <br /> 2-A35 TO 3X8 <br /> 1/2" CONT. 2X6 0 24"OC <br /> =7=ff =Z=_ A35 EACH SIDE (TYP) •G CONT TGB <br /> 2X6 0 DBL 2X6 TO 3X8 <br /> {TYP} CONT.PLATE , 3 166 ELEVATION <br /> {TYP) VARIES <br /> BEVELLED <br /> 2X8 <br /> 8 A35 EACH SIDE TYP 5/8"CDX PLYWOOD W/8d 0 G'OC 6'GRAVEL H '.5 (TYP) <br /> 0 DBL TRUSSES AND EDGE NAILING U.N O.AND 8d 0 2X8 3X8 CONT.OVER I/2" <br /> DBL 2X6 12"OC FIELD NAILING.2X4 FLAT 2 1/2' CONT. 55/8'1 XI'--2NAB GROUT4"OC <br /> NOTE1 SEE SHEET 23 FOR PRE-ENGINEERED <br /> BLOCKING AT UN UPPORTEO EDGES. _ 45 CONT. <br /> I,_0„ <br /> ROOF TRUSS DESIGN NOTES <br /> 8"CMU ELEVATION <br /> ROOF FRAMING PLAN <br /> SCALE 1/4 f'0" A SECTION 2X4 CONT.W/5/8-0 <br /> X 10'A5 0 4"-O"OC 2X4 JOISTS 0 24"OC <br /> SCALE 1/2"- P-O" W/LU524 EACH END <br /> 46'-O" SECTION <br /> 2'-O" — SCALE i I"- P-O" <br /> 9'-8' 3'O" 18'-4 3/4 2'-0" F2$. <br /> — CL CMU WALL <br /> . I W�A35 � K X8 TRUSSES I'-4" 8" TRUSSES <br /> O <br /> 4 CONT. 024110CE. 024"OC <br /> ] �p ti A35 EACH TRUSS bL5TAI8 0 f A BLKG. y <br /> 11 6'-2 I/2 I I H2.5 (TYP) ELEVATION 5-6d CENTER ON TRUSS <br /> Q 1 +9._T. PER BLK (TYP) <br /> 2X4 WOOD FRAME 6"COMIC SLAB W/•4 0 J ELEVATION <br /> PARTITION WALLS 3_f <br /> ON 6"CURBS'SEE €2"OC EACH WAY (TYP) <br /> (TYP] TRUSS a 24"OC VARIES <br /> CET 22/25 8"X8"XIG"CMU OPEN END <br /> BOND BEAM UNITS.COMMON I • 3X8 CONT.OVER f/2" <br /> BOND. <br /> SOLID GROUTED 5 CONT. NON-SHRINK GROUT W/ <br /> 5/8"0XP-2"AS 0 48"OC <br /> ' BEVELLED B <br /> 2X6 LKG <br /> 0 C <br /> _ LCUVER I'-0"FTG 2X8 CONT. 24"OC (TYP) <br /> — WIDTH(TYP) REINFORCING <br /> — -- 8"CMU 0 OPENINGS <br /> ELEVATION <br /> I.'4. 3'-4" f2'-0" 3'-4' 2'-8" 2'-8' 9'-4" 2'-8" 4'-0" 3'-4" ("2'-0"TYP) <br /> a SECTION 8 CMU� <br /> E <br /> FOUNDATION PLAN <br /> SCALE , I"• I'-O" aoF�,�aEss.,_.yr <br /> SECTION <br /> SCALE 1/4 "- I'-O" SCALE f"• 1'-O" ib s o <br /> � <br /> THIS DRAWING Is REoucrrd <br /> TO HALF SIZE <br /> a KALE DATE .F:. <br /> an DESIGNED `37H SUBMITTED FLAG CITY DRAINING NUMBER SHEET NUMBER <br /> AUGUST 1994 flEWANtIr AND STaWEhI. CONTROL BUILDING <br /> `'M_ AS SHOWN DRAWN RRR RECOMMENDED SAN JOApUEli CO.,CALII*OR)ilA <br /> co?EAIIHIN O, ILIFOR�IARO FILE <br /> STRUCTURAL PLANS $ CTiON3 <br /> 4 �° 93423 CHECKED- WHA APPROVED �ACRAUEMTo.cALlf*oRMtA WASTEWATER TREATMENT FACILITIES 30 OF 44 <br />