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e <br />FL O DR PLAN <br />1/4-=l'-0- C500E) <br />4"4" CDX PLYWOOD 2X10 CIL JOIST <br />SHEATING 16" OC R-30 INSULATION <br />WIDTH <br />PEIGPT <br />TYPE <br />REMARKS <br />DOUBLE 2X10" RIM JOIS <br />X4 <br />6'-8" <br />wam <br />® PLATE LINE <br />O <br />3'-0" <br />6'-8" <br />DOUBLE 2X4" PLATES <br />S. COR <br />'/2"SHEET ROCK <br />14'-0" <br />14'-0" <br />METAL <br />ROLLUP <br />O <br />15'-0" <br />R-19 BATT INSULATION <br />METAL <br />ROLLUP <br />V2" PLYWOOD <br />3'-0" <br />6'-8" <br />SHEATING <br />OFFICE/LAB <br />WINDOW SCHEDULE <br />O4'-0" <br />3'-0" <br />ALUM FRAME <br />I <br />O3'-0" <br />2X4" STUD WALL <br />3'-0" <br />ALUM FRAME <br />16" OC <br />SEE FDN. PLAN & SECTIONS <br />FOR SLAB REINF. <br />PLANT <br />2X4" P.T. SILL <br />VINYL JE FLOOR RUBBER BASE <br />PINS ®E32"D�I�EN <br />MIN 1" CONC. <br />P NETRATION <br />PLANT FLOOR <br />175�W <br />SECTION A NTS <br />ROSE'S ENGINEERING - GEOLOGY & SURVEY INC.` <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 J <br />G.I. GUTTER <br />l� METAL BUILDING COLUMN <br />2X10 CIL JOIST R-30 INSULATION <br />DOUBLE 2X10" RIM JOIST 16" OC <br />® PLATE LINE RAA RA <br />DOUBLE 2X4" PLATES <br />R-19 BATT INSULATION <br />METAL WALL- <br />SHEATING OFFICE/LAB <br />co <br />2X4" STUD WALL SEE FDN. PLAN & SECTIONS 1 <br />16" OC FOR SLAB REINF. ZO <br />2X4" P.T. SILL <br />4'a2"POWER DRIVEN <br />W%M <br />IN 1'32C"OONC. <br />PEENETRATION <br />FIN. GRADE <br />RUBBER BASEINYL <br />'' SECTION B <br />NOTA : of{ice�/abor-ciia�y �o be ac�e�?�/a�e%/ su�o�o�iec� <br />fo �oerf©trr� Z' ClOy fo c%y Z e.6, 7 kelc� tine <br />P/4i7t i/% G`o1/ foI-IWOr/Ce �.t/ifh /�c//afer Qdn/�fy <br />re9uli-elnei7 fs. <br />DOOR SCHEDULE <br />SYM . <br />WIDTH <br />PEIGPT <br />TYPE <br />REMARKS <br />O <br />3'-0" <br />6'-8" <br />METAL <br />S. COR <br />O <br />3'-0" <br />6'-8" <br />WOOD <br />S. COR <br />O <br />14'-0" <br />14'-0" <br />METAL <br />ROLLUP <br />O <br />15'-0" <br />15'-0" <br />METAL <br />ROLLUP <br />O <br />3'-0" <br />6'-8" <br />METAL <br />S. COR <br />WINDOW SCHEDULE <br />O4'-0" <br />3'-0" <br />ALUM FRAME <br />DBL GLAZ. <br />O3'-0" <br />3'-0" <br />ALUM FRAME <br />DBL GLAZ. <br />NOTES: <br />PER T-24 REQUIREMENTS PROVIDE AT DOOR #1 <br />1. CLEAR LEVEL LANDING WITH TRANSITION TO SIDEWALK <br />OR GRADE TO BE ACCOMPLISHED BY A RAMP MEETING <br />REQUIRMENTS OF T-24 HANDYCAP. <br />2. LEVER HARDWARE. <br />3. MAX '/i THRESHOLD. <br />4. DOOR TO REMAIN OPENABLE FROM THE INSIDE WITHOUT <br />A KEY OR SPECIAL KNOWLEDGE OR EFFORT. <br />PROJECT: <br />WASTWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />SHEET TITLE: <br />BUILDING PLAN <br />& DETAILS <br />SURVEYED BY: <br />DRAWN BY: <br />DESIGNED BY: <br />CHECKED BY: <br />RWF <br />.11AIF <br />DATE: SEP, 94 <br />SCALE: AS NOTED <br />SHEET No. <br />B/ <br />OF <br />