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PROJECT DATA: OCCUPANCY CLASSIFICATION: S-2 CMU BLOCK WALL 2'-0"TYP. O.H. CONSTRUCTION TYPE: II-B NON-SPRINKLERED CAULKING SEALANT AROUND DOOR FRAME BUILDING AREA: 924 S.F. ACCESSIBILITY SIGNAGE NOTE: OVERHANGS: 396 S.F. ALL ACCESSIBILITY SIGNS AND SYMBOLS SHALL BE IN COMPLIANCE TOTAL: 1,320 S.F. WITH ALL CBC SECTIONS UNDER 1117B.5 HEAD I I ALLOWABLE AREA INCREASES: N/A - - - - — - - - - — - - - - — - - - - — - - - - — - - - - — - - - - PER CBC TABLE 503, THIS SINGLE = I I OCCUPANCY BUILDING TYPE IS O I I ALLOWED 26,000 S.F. PER STORY, } I I 3 STORY MAXIMUM METAL DOOR AND FRAME AFFIX A GRADE 2 BRAILLE EXIT SIGN AT ALL INSTALL STEEL FRAME TO CMU WALL / PER CBC TABLES 601 AND 602, FIRE ACCESSIBLE EXITS, SIGN SHALL BE 8"x12"AND WITH 16 DIAMETER WIRE AT 24"o.c. 1 .; N i i RATED CONSTRUCTION IS NOT LOCATED TO THE RIGHT OF DOUBLE DOORS GROUTED INTO CMU WALL JAMB- REQUIRED OCCUPANCY AND AND CENTERED AT 60"A.F.F. GROUT FRAME JAMB AND HEAD VOID I N I CONSTRUCTION TYPE PER STORY, 10 rE.XA 11 T1 SOLID AS WALL IS CONSTRUCTED PROVIDE FLASHING AT HEATER I I 3 STORY MAXIMUM CHIMNEY PENETRATIONS PER I I VERDE DESIGN ROOFING MANUFACTURER LL� TRANSITION FROM SLAB TO JAMB SPECIFICATIONS i i LANDSCAPE ARCHITECTURE OUTDOOR LANDINGS SHALL BE FLUSH, CIVIL ENGINEERING �- NO THRESHOLD UNDER DOOR, TYPICAL I SPORT PLANNING&DESIGN Q X I I I RIDGE I 1843 Iron Point Rd#140 Z Q I I Folsom,CA 95630 SLOPE 1/4" PER FOOT MAX. tel: 916.415.6554 I fax:408.985.7260 00 I I www.VerdeDesignlnc.com I I CONCRETE SLAB I I PROVIDE BASE ANCHOR AT BASE OF SILL o JAMB-ATTACH TO CONIC SLAB WITH CONCRETE SCREWS i i STANDING SEAM METAL ROOFING STAMP c.i (FIRE CLASS "B" MIN.) OVER CORRUGATED z I I METAL FRAMING OVER STEEL RAFTERS, C Cl) I I SEE STRUCTURAL AND DETAIL 1/A1.2 5 TACTILE EXIT SIGNAGE SCALE: N.T.S. 1 DOOR HEAD & THRESHOLD SCALE: 1 1/2"= 1 '-011 a I I I I CONTINUOUS GALVANIZED GUTTER AND o DOWNSPOUT 9 - - - - — - - - - — - - - - - -I J 0_ I I NOTE: REFER TO STRUCTURAL DRAWINGS CMU BLOCK WALL FOR MORE INFORMATION a CONSULTANT z WILLIAM C. KEMPF w ROOF PLAN ARCHITECT z 911 Center Street, Suite F c CAULKING SEALANT AROUND Santa Cruz, CA 95060 $31 459-0951 LOUVER w www.wckempf.corn } Q EXTERIOR INTERIOR r M METAL LOUVERS, INSTALL PER MANUFACTURERS SPECIFCATIONS J M 8'-8" 1'-4" 6'-4" 12'-4" 3'-4" 8" 9'-4" 4" LONG ANCHOR ANGLE AT 24"O.C. f 0 (2) MIN PER SILL& HEAD, PLUS (1) PER ci JAMB, ANGLE OF SAME MATERIAL AS CHEMICAL INFORMATIONAL 1 o LOUVER, PROVIDE (2)#10 SELF TAPPING DOOR SIGNAGE AT ACID/CO2 ` o ROOM, SEE DETAIL 8/MR-3 SCREWS TO LOUVER AND (2) CONCRETE O O ui SCREWS TO CMU PER ANGLE ARC w TRANSITION FROM SLAB TO 00 mCAULKING SEALANT AROUND OUTDOOR LANDINGS SHALL ® iv WILLIAM C. KEMPF LOUVER BE FLUSH, NO THRESHOLD FD +1 N0. 25962 Q UNDER DOOR, TYPICAL TACTILE EXIT SIGN EXIT SIGN ILE— SEPTEMBER 30, 2021 FLASHING OF SAME MATERIAL O EXPIRATION 0 AS LOUVER FRP ACCESS LADDER C? Z PUMP PIT +� ACID / CO2 RM. C Lu w Z FD " o 1.5"0 GALVANIZED STEEL Z GUARDRAIL WITH CHAIN ILE z 4'-10 EXIT SIGN O 6 DETAIL 2 LOUVER DETAIL SCALE: 1 1/2"= 1 '-0" ACCESS 8'-0" ±3'-9" 3'-0" ±3'-9" w w C? _ _ - - _ _ _ _ 0 N U) CMU BLOCK WALL, TYP. N A HEATER & FILTER ROOM °' N ALL LOUVER DIMENSIONS ±16'-8" U 1 HOUR RATED WALL ASSEMBLY SHOULD BE VERIFIED IN FIELD W Oz MAX.4" DIA. SCHEDULE 10 (OR HEAVIER) _ TOP OF METAL SHAPED LOUVERS BACKWASH PIT STEEL PIPE WITH A MIN. 1/4"TO MAX. TO FOLLOW SLOPE OF TS 0 1-1/4"ANNULAR SPACE BETWEEN PIPE HEADER PER STRUCTURAL / CHLORINE RM. AND PERIPHERY OF OPENING, OR ' o + + + o Lu MAX. 3-1/2" DIA. EMT CONDUIT WITH FD w MIN. 0"TO MAX. 1-5/8"ANNULAR 4' HIGH HOUSE- (0 4'-8" 4'-8" XKEEPING PADS $ SPACE BETWEEN CONDUIT AND / \ TACTILE OOPERIPHERY OF OPENING, OR EXIT SIGN/ \ MAX. 3/4" DIA. TYPE L (OR HEAVIER) N z — — — — — — — COPPER TUBING WITH MIN. 1/4"TO MAX. SHEET TITLE 1-13/16"ANNULAR SPACE BETWEEN Z PIPE AND PERIPHERY OF OPENING FLOOR & ROOF PLANS o U zz : 0- M°:::::::::::::::::::::::::: PIPE CONDUIT AND TUBING SHALL BE RIGIDLY SUPPORTED ON EACH ich CHEMICAL INFORMATIO ND OOR SIGNAGE AR C HITE C T U RAL DETAIL S 42'-0" AT CHLORINE ROOM, SEE DETAIL 8/MR-3 Q SIDE OF OPENING Z 0 ui WHEN STEEL PIPE IS USED, T RATING IS 6'-0" 4'-0" 4'-0" PROVIDE ONE HOUR RATED WALL 0 HOUR. WHEN CONDUIT IS 1/2"OR LESS, l CONSTRUCTION BETWEEN: T RATING IS 1 HOUR. WHEN COPPER TUBING IS USED, T RATING IS 0 HOUR. 3 O O SECTION 'C-C' SECTION 'B-B' SECTION 'A-A' : CHLORINE RM -ACID/CO2 RM PROJECT NAME CHLORINE RM - HEATER& FILTER RM o • ACID/CO2 RM - HEATER& FILTER RM uj MIN. 2-1/2"OF 3-1/2 PFC MINERAL FIBER 8" CMU PER 2019 CBC TABLE 721.1(2).3 o INSULATION FIRMLY PACKED IN PLACE AND NONCOMBUSTIBLE STUDS PER a MIN. 1/2" DEPTH OF FIRECODE LOUVER NOTES: TABLE 721.1(2).13, SEE DETAIL 3/A1.2 FRANKLIN HIGH SCHOOL COMPOUND MATERIAL, FLUSH 1. LOUVERS SHALL BE EME 4625 WIND-DRIVEN RAIN RESISTANT STATIONARY LOUVER FLOOR PLAN ATHLETIC IMPROVEMENTS WITH BOTH SIDES OF WALL. BY'RUSKIN'OR EQUAL. 2. LOUVERS SHALL BE 4" DEEP AND MADE OF EXTRUDED ALUMINUM WITH A MINIMUM OF 40% FREE AREA. UL SYSTEM NO. WL-1039 3. LOUVERS SHALL HAVE A REMOVABLE INSECT SCREEN FASTENED TO THE INTERIOR SURFACE. w F RATING -- 1 HR. 4. LOUVERS SHALL HAVE A KYNAR COLOR COATING TO MATCH THE DOORS AND FRAMES. 0 T RATING --0 & 1 HR. 5. LOUVERS SHALL BE FASTENED TO MASONRY PER MANUFACTURERS SPECIFICATIONS AND SEALANT w UL ALTERNATE WL 1067 AT CMU WALL GAPPLIED AROUND COMPLETE EXTERIOR PERIMETER, SILL SHALL HAVE AN EXTENDED DRIP EDGE 0 6. CONTRACTOR SHALL FIELD VERIFY ALL LOUVER DIMENSIONS PROJECT ADDRESS z Q z 4600 E. FREMONT ST. 7 ONE HOUR WALL PENETRATION SCALE: 1 1/2"= 1 '-0" 3 METAL LOUVER SCHEDULE SCALE: 1/4"= 1 '-011 ® ° N STOCKTON, CA 95215 w 0 0 > DOOR AND FRAME SCHEDULE ACID / CO2 RM. PUMP PIT SUBMITTAL DATE DOOR DOOR FRAME DD/50% SUBMITTAL 03/06/202 a- NO. WIDTH HEIGHT THICK. MATERIAL MATERIAL RATING FILTER ROOM POOL EQUIPMENT BY OTHERS, w HEATER & SEE MECHANICAL PLANS FOR A DBL. 3'-0" 7'-0" 1 3/4" MTL. STEEL NONE o MORE INFORMATION DSA 100% SUBMITTAL 05/01/202 0 0 Q B 3'-0" 7'-0" 13/4" MTL. STEEL NONE r m DOOR NOTES: Z - - - - - - - - - - - w 1. CONTRACTOR SHALL VERIFY ALL DOOR SIZES & ROUGH OPENINGS IN FIELD PRIOR TO ORDERING a z 2. VERIFY ALL DOORS, FRAMES, AND HARDWARE WITH OWNER . O O Z Z 3. DOOR HARDWARE AT ALL EXIT DOORS SHALL ALLOW DOORS TO BE OPENED FROM THE INSIDE Q WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT, PER U.B.C. SEC. 1004.3. NO. REVISIONS DATE o� 4. MAXIMUM DOOR OPENING EFFORTS SHALL BE: 5 LBS.AT EXTERIOR DOORS, �0 5. ALL DOORS SHALL BE EQUIPPED WITH SINGLE EFFORT, NON-GRASP HARDWARE (i.e. LEVER) CHLORINE RM. Q }> CENTERED BETWEEN 30"AND 44"ABOVE THE FLOOR. 6. ALL DOORS SHALL HAVE A 10" HIGH MINIMUM FLAT SURFACE AT THE DOOR BOTTOM TO BE Q o USED AS A KICKPLATE, NO GLAZING. N 7. DOORS SHALL HAVE KEYED HARDWARE AND SECURITY DEADBOLT, VERIFY WITH SCHOOL DISTRICT. 8. ALL DOORS SHALL BE PROVIDED WITH FLOOR MOUNTED DOME STOPS LOCATED NEAR WALL L71Q W 0- FOR DOOR TO OPEN 175°. o o 9. REFER TO PROJECT SPECIFICATIONS FOR DOOR MANUFACTURER O O O O r' Q o� BACKWASH PIT mo DOOR HARDWARE: Q Q LOCKS/LATCHSETS: DEADBOLT A#6 AND STOREROOM LOCK A#15 Q _juj > HINGES: B#1 zo STOPS: D#2 DRAWN BY CHECKED BY Q Q THRESHOLDS: E#1 KICKPLATE: F#2 Q WCK CS M o DOOR TOP DRIP: F#8 DATE ISSUED SCALE zw EQUIPMENT PLAN 05/01 /2020 1/4"=1'-0" o- af z a PROJ. NO. N zw PROJECT 00 NORTH 1911000-1211 w 00 a Q SHEET NO. 20- 8 DETAIL 4 DOOR FRAME AND SCHEDULE SCALE: N.T.S. POOL MECHANICAL BUILDING PLANS SCALE: 1/4"= 1 '-011 A1 . 1 of ao DRAWING NAME: J:\2 Active Jobfiles\Verde Design\3 Active\Stockton USD\8 Franklin 2020\1 WCK Work\100% Submittal\Franklin Pool Bldg\Franklin Arch 2020_04-28.dwg FLOOR & ROOF PLANS, ARCHITECTURAL DETAILS PLOT DATE: 04-28-20 PLOTTED BY: wckem