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Home My WebLink About0141538-Building (driveway & cooler pad)PROPOSED COOLER /FREEZER ADDITION FOR OSHKOSH, SHEET INDEX SHEET SHEET TITLE GENERAL T -1 COVER SHEET, INDEX, NOTES EXISTING SITE PLAN ARCHITECTURAL A1.0 FLOOR PLAN, ELEVATION, SECTIONS F_ WISCONSIN EXISTING GREEN SPACE 0 PROJECT INFORMATION CONSTRUCTION CLASSIFICATION ALLOWABLE AREA EXISTING TYPE IIIB — NON SPRINKLED PER FLOOR, PER TABLE 503 PROPOSED TYPE VB BUSINESS TYPE "A -2" OCCUPANCY EXISTING ASSEMBLY TYPE "A -2" PROPOSED STORAGE TYPE "S -2" EX (5) 36" EXIT DOORS EXISTING — 9,500 SF PROPOSED COOLER / FREEZER ADDITION — 192 SF GENERAL NOTES • THESE DRAWINGS COVER STRUCTURAL AND GENERAL CONSTRUCTION WORK ONLY. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES WHICH GOVERN FOR THE BUILDING SITE, AND SHALL BE DONE IN A WORKMANLIKE MANNER. • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY THE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REGLETS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. • OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL NOT BE REVISED WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. • CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. • THE TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF THE CONTRACT DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. • THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SAFETY DURING CONSTRUCTION. • CONCRETE TO BE 3000 PSI FROST WALLS 3500 PSI FLOORS, 4000 PSI EXTERIOR CONCRETE. ..i n SCOPE OF _WORK ADDING UNOCCUPIED COOLER / FREEZER TO NORTH SIDE OF BUILDING. EXISTING BUILDING IS BEYOND ALLOWABLE AREA IN CURRENT IBC CODE TABLE 503. WE ARE ADDING AN 8" THICK CMU WALL w/ SOLID GROUTED CORES TO CREATE SEPARATE BUILDINGS, THEN ADDING THE SLAB ON GRADE FOUNDATION WITH PRE — MANUFACTURED COOLER/ FREEZER UNITS. LUKE GENEVA LOCATION MAP EXISTING PAVED PARKING S PLAN IS EXISTING AND TO 6E USED POR PRELIMINARY USES ONLY PROPOSED V THICK CMU WALL. ALL CORES TO 6E GROUTED SOLID TO ACHEIVE S HOUR PIKE WALL PIRE WALL VERTICAL CONTINUITY PER 706.0.1 1 SIDE YARD EXISTING WASTE CONTAINER EXISTING ENTRY � DOORS u 2 v Z v P 40 x EXISTING WASTE CONTAINER I NO PAV4D PARIQNS EXISTING PENCE GATE EXISTING PAVED PARKING c.l a EXISTING SITE PLAN SCALF-: 1 - 30' -0" _ NORTH " ISSUED FOR CONS TRUCTION ' 0 0 to N V' ti N F— 0 tjD N rA id JU U J W J —n IL � W N Q IU � n �YN O N W J W H 0 z L T H z (s z 0 o 0 HU H L Q 1E Q!� (j) W N Q Lu W Q:� j U- 0 � 0 U T. Lu O ui T T_ 0 O (1) 0 �-- O DATE: 11-24 -2000 JOB: 00 -047 D. BY K. SPERL T 1 EXISTING CONCRETE FOUNDATION Y i b 8 -6n (2) LAYERS OF 2 ? RIGID FOAM INSULATION 52' -0 FOUNDATION PLAN SCALE: 1/4 • 1 -0 N 2 SOAP CAP BLOCK 111 -4 TOP OP CMU _ MASONRY WALL BOND BEAM w/ (2) 04 CONTINUOUS #4 VERTICAL REINFORCING EXISTING 12 CMU FULL HEIGHT AT 86 O.C. WALL EQUALS 1 IN CENTER OF SOLID HOUR RATING GROUTED CORES A3o EXISTING MASONRY — LOAD BEARING WALL THICK CMU WALL. ALL RES TO Be GROUTED 3 A1.0 04 x 2 -8 DOWELS AT 66 O.C. DRILL & DRIVE 8" INTO GRADE BEAM BOND BEAM w/ (2) 04 CONTINUOUS EXISTING FOUNDATION WALL AND FOOTING 4 CONCRETE SLAB — W/ 6 x 6 #10/ 010 W.W.M. d e e d: e u a r a ° u e 12" x 18" GRADE BEAM FOUNDATION w/ 14) #5 REINFORCING WALL SECTION A1.o 111•,1 -011 e -d z FLOOR PLAN SCALE: 1/4 • 1 -On PROVIDE A 1 HR. FINISH COVER GYPSUM MATERIAL RATING AT UNDERSIDE w/ SOFFIT PANELING AND OP SOFFIT AND AROUND ACCESSORIES DECORATIVE BEAMS. SEE NOTE BELOW. 50 MIN. FROM FINISHED ROOF 8n THICK CMU ALL. ALL �— CORES TO SE ROUTED SOLID TO PRO DE 3 HOUR RATING PROPOSED COOLER /FRECZER R SECTION ROOF / CEILING FIRE RATING 1 HOUR GA FILE NO. RC 2602 WOOD TRUSSES, GYPSUM WALLBOARD - BASE: 01 LAYER Or 6/8 TYPO 11 GYP BOARD APPLIED AT RI ANGLES TO ROOF TRUSSQS / STRUCTURL 24 D.C. w/ 1 114 TYPE W OR S DRYWALL SCREWS 24 O.C. - FACE: n) LAYER DIN 8/4 TYPO "XI GYP BOARD APPLIED AT RIGHT ANGLES TO TRUGGEG w/ 1 7/8 TYPO W OR S DRYWALL SCREWS 12 O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2 TYPE G DRYWALL SCREWS PLACED 2 BACK ON EITHER SIDE OP END JOINTS. NORTH ELEVATION SCALE: 1/4 - 1 -0t PREEZER WALL 4 CONCRETE SLAB OVER W/ 6 x 6 010/010 W.W.M. ON 6 MIN. COMPACTED GRAVEL BASE u - d d e e d od a 2x6 THERMAL BREAK (2) LAYERS OF 2 RIGID FOAM INSULATION THERMAL TEAK DETAIL A1.o 111.11 -011 "ISSUED FOR CONSTRUCTION " 0 to to N N 1 0 N Wto� r � r1 a d Ulm Ltj 4H CONCRETE SLAB w>- w N tu 1-- 1211 x 19 GRADE SEAM 1 w/ (4) #8 N s. •► l .�. 52' -0 FOUNDATION PLAN SCALE: 1/4 • 1 -0 N 2 SOAP CAP BLOCK 111 -4 TOP OP CMU _ MASONRY WALL BOND BEAM w/ (2) 04 CONTINUOUS #4 VERTICAL REINFORCING EXISTING 12 CMU FULL HEIGHT AT 86 O.C. WALL EQUALS 1 IN CENTER OF SOLID HOUR RATING GROUTED CORES A3o EXISTING MASONRY — LOAD BEARING WALL THICK CMU WALL. ALL RES TO Be GROUTED 3 A1.0 04 x 2 -8 DOWELS AT 66 O.C. DRILL & DRIVE 8" INTO GRADE BEAM BOND BEAM w/ (2) 04 CONTINUOUS EXISTING FOUNDATION WALL AND FOOTING 4 CONCRETE SLAB — W/ 6 x 6 #10/ 010 W.W.M. d e e d: e u a r a ° u e 12" x 18" GRADE BEAM FOUNDATION w/ 14) #5 REINFORCING WALL SECTION A1.o 111•,1 -011 e -d z FLOOR PLAN SCALE: 1/4 • 1 -On PROVIDE A 1 HR. FINISH COVER GYPSUM MATERIAL RATING AT UNDERSIDE w/ SOFFIT PANELING AND OP SOFFIT AND AROUND ACCESSORIES DECORATIVE BEAMS. SEE NOTE BELOW. 50 MIN. FROM FINISHED ROOF 8n THICK CMU ALL. ALL �— CORES TO SE ROUTED SOLID TO PRO DE 3 HOUR RATING PROPOSED COOLER /FRECZER R SECTION ROOF / CEILING FIRE RATING 1 HOUR GA FILE NO. RC 2602 WOOD TRUSSES, GYPSUM WALLBOARD - BASE: 01 LAYER Or 6/8 TYPO 11 GYP BOARD APPLIED AT RI ANGLES TO ROOF TRUSSQS / STRUCTURL 24 D.C. w/ 1 114 TYPE W OR S DRYWALL SCREWS 24 O.C. - FACE: n) LAYER DIN 8/4 TYPO "XI GYP BOARD APPLIED AT RIGHT ANGLES TO TRUGGEG w/ 1 7/8 TYPO W OR S DRYWALL SCREWS 12 O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2 TYPE G DRYWALL SCREWS PLACED 2 BACK ON EITHER SIDE OP END JOINTS. NORTH ELEVATION SCALE: 1/4 - 1 -0t PREEZER WALL 4 CONCRETE SLAB OVER W/ 6 x 6 010/010 W.W.M. ON 6 MIN. COMPACTED GRAVEL BASE u - d d e e d od a 2x6 THERMAL BREAK (2) LAYERS OF 2 RIGID FOAM INSULATION THERMAL TEAK DETAIL A1.o 111.11 -011 "ISSUED FOR CONSTRUCTION " W/ 6 x 6 010/010 W.W.M. %. DOORS AND 12 x 18 GRADE SEAM FOUNDATION w/ (4) #6 REINFORCING 0 to to N N 1 0 N Wto� r � r1 a d Ulm Ltj w>- w N tu N W J W H 1� 0 IL IE z z z C1� z 0 �0� p Q IE ui N 0 W W Q� I L ui 1 J 0 0 U = f__7 Lu W nn VJ IE � I 0 o O CL DATE: 11 -24 -2005 JOB; 0 9- D. BY: K. SMRL REV. &JANuARY i 20 STATE CLAR, A 1.0 W/ 6 x 6 010/010 W.W.M. %. DOORS AND 12 x 18 GRADE SEAM FOUNDATION w/ (4) #6 REINFORCING