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A A B A C A <br />Z NO FACIA BOARD SPLICE <br />THIS AREA(TYP) <br />6'-0" _ 34'-0" <br />TRUSSES 0 24" OC <br />2'-0" 2X6 BLKGGLSTAIB <br />(TYP) 0 24"OC(TYP) <br />N <br />I <br />II <br />II <br />I I <br />I\ <br />N <br />— <br />1 <br />p <br />' (V <br />1 <br />BEV 2X6 <br />BLKG <br />0 <br />, <br />(V <br />RIDGE (TYP) <br />2X6- <br />(TYP) <br />BEVELLED 2X8 A35 EACH SIDE TYP�� <br />FASCIA (TYP) B 0 DBL TRUSSES AND <br />DBL 2X6 <br />NOTE: SEE SHEET 23 FOR PRE-ENGINEERED <br />ROOF TRUSS DESIGN NOTES <br />ROOF FRAMING PLAN <br />10'-0" <br />O <br />— I2X4 WOOD FRAME <br />PARTITION WALLS <br />ON G" CURBS, SEE <br />I DET 22/25 <br />• <br />46'-0" <br />2'-0" <br />3'-01 1" <br />SCALE : 1/4 " - I'-0" <br />18'-4 3/4 " <br />1 <br />D E <br />5/8" STRUCTURAL <br />PLYWOOD SEE PLAN <br />BEVELLED 2X8 — <br />LUS26-2 FASCIA (TYP) / <br />SIMPSON A35 (TYP) <br />WHERE SHOWN <br />05 CONT 0 TOP <br />2X8 FASCIA (TYP) OF WALL (TYP) <br />LUS26(TYP) 19 REINFORCING <br />RIDGE LINE 25 0 OPENINGS <br />GABLE VENT TYP NORTH <br />C SOUTH WALLS,SEE <br />DETO RT <br />C <br />7t, <br />DOUBLE 2X6 (TYP) 48 DIA LAP MIN <br />(TYP) <br />1/2" <br />A35 EACH SIDE (TYP) <br />0 DBL 2X6 TO 3X8 <br />CONT. PLATE <br />tio <br />N `• <br />5/8" CDX PLYWOOD W/8d 0 6" OC <br />EDGE NAILING U.N.O. AND 8d 0 <br />12" OC FIELD NAILING. 2X4 FLAT 2 1/2" <br />BLOCKING AT UNSUPPORTED EDGES. <br />SECTION <br />2'-0" , F.B. <br />F <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 24" OC <br />SEE SH 23 <br />—5/8" GYP WALL BOARD <br />SEE DETAIL BELOW <br />05 0 24" OC HORIZ <br />•4 0 16" OC VERT <br />•4 DOWELS 0 16" OC 19 <br />EXCEPTOJAMBS•6.SEE 25 <br />06 CONT TCB <br />.,— EL. 10,42 <br />GRAVEL <br />SCALE : 1/2" - P-0" <br />(TYP) <br />G <br />DESCRIPTION <br />mmmm <br />m <br />Mmm .- <br />16"X40" AL GABLE <br />VENT.COLOR TO <br />MATCH TRIM (TYP <br />0 EA END) <br />GABLE DETAIL <br />SCALE : 1/4 " - P-0" <br />2'-0" F.B. <br />i E.N. <br />2X6 BLKG W/ <br />2-A35 TO 3X8 A35 EACH RAFTER <br />CONT. 2X6 0 24" OC <br />2X8 H2.5 (TYP)- <br />CONT. <br />•5 CONT.- <br />81, <br />ONT:8" CMU - <br />2X4 CONT. W/ 5/8"0 <br />X 10" AB 0 4"-0" OC <br />ELEVATION <br />VARIES <br />`-3X8 CONT. OVER 1/2" <br />/ NON -SHRINK GROUT W/ <br />/ 5/8" OXI'-2" AB 0 24" OC <br />ELEVATION <br />ci SECTION <br />It <br />E.N. <br />Q BEV.2X BLKG TRUSSES <br />�q W/ A35 TO 3X8 024"OC <br />O CONT. <br />A35 EACH C TR USS <br />6'-2 1/2 I H2.5 (TYP) ELEVATION 5-8d <br />PER BLK <br />O <br />6" CONC SLAB W/04 0 I 3-16d TRUSS 0 24"OC <br />12" OC EACH WAY (TYP) (TVP) <br />8"X8"X16" CMU OPEN END 3X8 CONT.OVER 1/2" <br />BOND BEAM UNITS, COMMON I 05 CONT.--`7NON-SHRINK GROUT W/ <br />Ll�_�BOND,50LID GROUTED <br />BEVELLED I 5/8"AXI'-2" AB 048" OC <br />IL 2X6 BLKG 0 <br />th LOUVER I'-0" FTG 2X8 CONT. Poll 24"OC (TYP) <br />WIDTH(TYP) REINFORCING <br />8" CMU 0 OPENINGS <br />(-2'-0" TYP) <br />3'-4" 2'-8" 2'-8" 9'-4" 2'-8" 4'-0" 3'-4" <br />to <br />r FOUNDATION PLAN <br />SCALE : I/4 " - I'-0" <br />0 <br />a <br />w <br />SCALE DATAUGUST E1994 DESIGNED 5TH SUBMITTED DEWANTE AND STOWELL <br /><=R AS SHOWN DRAWN WNL RECOMMENDED ® CONaULTINa ENQINEERa <br />93423 CHECKED APPROVED SACRAMENTO. CALIFORNIA <br />SECTION <br />: I" - I'-0" <br />FLA© CITY <br />SAN JOAQUIN CO., CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />8" CMU <br />I'-4" <br />SECTION <br />2X4 JOISTS 0 24"OC <br />W/ LU52A EACH END <br />SCALE : I-. <br />-CL CMU WALL <br />8" TRUSSES <br />024"OC <br />L5TAi8 0 EA BLKG. <br />CENTER ON TRUSS <br />(TYP) <br />ELEVATION <br />VARIES <br />ELEVATION <br />P� t <br />X44 µrmam H � h I(•c 1, <br />SCALE : 1" - 1'-0" <br />ua .:�°�'� <br />C��$In1C�Vial Lnv� N ��, <br />a <br />RECORD DRAWING <br />CONTROL BUILDING <br />STRUCTURAL PLANS & SECTIONS <br />DRAWING NUMBER I SHEET NUMBER. <br />30 OF 44 <br />0 <br />4 <br />3 <br />2 <br />