DOCUMENT ADDENDUM SCHOOL DISTRICT OF HOLMEN HIGH SCHOOL AND MIDDLE SCHOOL SECURE ENTRANCES HOLMEN, WISCONSIN HSR PROJECT NO.

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1 DOCUMENT ADDENDUM ADDENDUM NO. [] Date: March, 08 RE: FROM: SCHOOL DISTRICT OF HOLMEN HIGH SCHOOL AND MIDDLE SCHOOL SECURE ENTRANCES HOLMEN, WISCONSIN 466 HSR PROJECT NO. 707 HSR Associates, Inc 00 Milwaukee Street La Crosse, WI 460 (608) To: Prospective Bidders This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated February 08. Acknowledge receipt of this Addendum in the space provided on the bid form. Failure to do so may subject the Bidder to disqualification. This Addendum consists of [] pages, Pre-bid attendance and [] 4 x 6 drawings. CHANGES TO BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT:. Pre-bid attendance attached hereto. GENERAL REQUIREMENTS:. Section SUMMARY a..09, A, : i. For the May 4 to June 6 early work period, work hours shall be 4:00 p.m. to ½ hour after sunset. ii. The following days have school activities and there shall not be any work occurring: May 8, May 0 and May.. Section TEMPORARY FACILITIES AND CONTROL a..: At the Middle School the drop-off lane along main street can be fenced off for staging and storage area. The parking lot on the north side of the building can be utilized as well. CHANGES TO SPECIFICATIONS: 4. Section 8 00 FIRE DETECTION AND ALARM a..0, A: Existing system is Simplex. No substitute for new construction. CHANGES TO DRAWINGS. Sheet A090 REMOVAL PLAN a. In Conference Room, remove existing wall covering and skim coat remaining walls for a paint finish. 6. Sheet A0 REFLECTED CEILING PLAN a. Conference Room 04, change ceiling height to

2 7. Sheet S00 FOUNDATION PLAN AND DETAILS a. 6S00: Top of footing elevation is 96-0 to match existing footing. 8. Sheet FRAMING PLAN & DETAILS 4 x 6 attached hereto a. Revisions clouded on plan. 9. Sheet FRAMING DETAILS 4 x 6 attached hereto a. Roof framing changed to wide flange beams. b. Revisions clouded on plan. 0. Sheet M00R HVAC DUCTWORK AND PIPING REMODEL PLANS 4 x 6 attached hereto a. Revisions clouded on plan PRIOR APPROVALS:. Section THERMAL INSULATION a. Molded polystyrene board insulation for foundation locations, in thickness to achieve stated R-value. ACH Foam Technologies. END OF DOCUMENT

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5 #C48 E4 E T/STEEL = '-6 /" THIS END '-0" 4'-7" 4'-7" L (HIGH) L L L /6 4 '-0" NOTE #C4 #C48 ROOF FRAMING PLAN SCALE: /4" = '-0" Wx L LINTEL WITH 8" BEARING (TYPICAL) ED 6 PSF BEARING PLATE IF REQUIRED (TYPICAL) GROUT CMU CELL BELOW LINTEL BEARING SOLID DOWN TO OR AS NOTED OTHERWISE IN LINTEL SCHEDULE (TYPICAL) LINTEL BEARING DETAIL SCALE: /" = '-0" '-6" #C4 L PLACE TEFLON OR PLASTIC PAD BETWEEN BOTTOM OF LINTEL AND BEARING SURFACE CONTROL JOINT LOCATED AT END OF LINTEL CAPABLE OF TRANSFERRING LATERAL LOADS ACROSS JOINT TO FULL HEIGHT PORTION OF WALL HORIZONTAL CAULK JOINT AT BOTTOM OF LINTEL EC L (HIGH) L (LOW) L (LOW) L (HIGH) T/STEEL = '- /" THIS END L (HIGH) 4 48 db LAP SEE PLAN " MIN. EB () # IN HORIZONTAL BOND BEAM. LAP HORIZONTAL BARS 48db (" MIN, TYP) BREAK AT CONTROL JOINT LOCATIONS, UNLESS NOTED OTHERWISE SEE SPECIFICATIONS FOR HORIZONTAL WALL JOINT REINFORCEMENT VERTICAL BAR REINFORCEMENT SIZE, SPACING, AND POSITION PER SCHEDULE OR APPLICABLE WALL SECTION DOWELS TO MATCH SIZE AND SPACING OF VERTICAL WALL REINFORCEMENT TOP OF CONCRETE TYP REINFORCED CMU WALL CONSTRUCTION SCALE: /" = '-0" ROOF FRAMING PLAN NOTES. ROOF DECKING SHALL BE /" x 0GA WIDE RIB PRIME PAINTED METAL ROOF DECK FASTENED TO ING STRUCTURE USING 6/4 PATTERN OF ANY OF THE ATTACHMENT METHODS SHOWN IN DETAIL 7/S00 WITH #0 TEK SIDELAP FASTENERS AT 8" OC. PROVIDE DECK WITH THE FOLLOWING PROPERTIES: THICK = 0.08 in I p = 0.0 in 4 /ft S p = 0.4 in /ft F y = KSI I n = 0. in 4 /ft S n = 0.47 in /ft INSTALL DECK UNDER OR MORE SPAN CONDITIONS.. PROVIDE 8" HIGH BOND BEAM WITH () # CONTINUOUS AT AND ADJACENT TO JOIST BEARING ELEVATIONS UNLESS NOTED OTHERWISE. WHERE JOIST BEARING IS NOT AT COURSING, PROVIDE PARTIAL HEIGHT BLOCK GROUTED SOLID TO TOP OF BOND BEAM. WIDTH OF BOND BEAM TO MATCH WALL THICKNESS AND IS TO RUN CONTINUOUS THROUGH CONTROL JOINTS. PROVIDE CORNER BARS WHERE THEY OCCUR AND LAP ALL BOND BEAM STEPS A MINIMUM OF 4".. JOIST SUPPLIER TO PROVIDE CONTINUOUS TOP AND BOTTOM CHORD HORIZONTAL ANGLE BRIDGING AS REQUIRED. PROVIDE DIAGONAL X-BRIDGING WHERE INDICATED. 4. PROVIDE ANGLE FRAME AT ALL ROOF OPENINGS IN ACCORDANCE WITH DETAIL 4/S0.. ALL BAR JOISTS AND JOIST GIRDERS TO BE DESIGNED FOR A NET UPLIFT LOAD OF PSF IN ADDITION TO GRAVITY VERTICAL LOADS REQUIRED BY THE BAR JOIST / JOIST GIRDER DESIGNATION. IN ADDITION, SUPPLIER SHALL ALSO INUDE THE WEIGHT OF THE ROOFTOP UNITS SHOWN ON THIS PLAN IN THE DESIGN OF JOISTS GIRDERS BY APPLYING THE PANEL POINT LOAD SHOWN ON THE PLAN (E.G..0k) IN ADDITION TO THAT REQUIRED BY MEMBER DESIGNATION. 6. ALL 8" CMU WALLS TO BE REINFORCED W/ () # VERT AT 48"OC UNLESS NOTED OTHERWISE ON PLAN. 7. SEE /S0 FOR REINFORCING AT BOUNDARY ELEMENTS OF CMU WALLS FRAMING KEY NOTES 4 Lx /x/8 LOOSE LINTEL. SEE MISC LINTEL SCHEDULE FOR REQUIREMENTS MISCELLANEOUS LINTEL, SEE SCHEDULE ROOF DRAIN, SEE PLUMBING PLANS. ANGLE FRAMING AS REQUIRED SIMILAR TO 4/S0. NEW LINTEL IN EXISTING WALL FOR MECHANICAL OPENING. LINTEL TO BE SAME LENGTH AS EXISTING LINTEL FOR EXISTING WINDOW. UPPER LINTELS FOR MECHANICAL OPENINGS TO HAVE SAME LENGTH AS LOWER LINTELS TO AVOID PLACING POINT LOADS ON LOWER LINTELS 4 MASONRY CONTROL JOINT FOOTING DOWELS TYPICAL 6 6 () # IN HORIZONTAL BOND BEAM AT TOP OF WALL '-0" MINIMUM FROM OPENING SEE PLAN FOR LOCATION, TYP DOOR TYPICAL CMU REINFORCEMENT AT OPENINGS SCALE: /4" = '-0" 4 LINTEL MARK DESCRIPTION SECTION END BEARING PLATES REMARKS 6" HIGH x 8" WIDE BOND L BEAM w/ () # x CONT NA,7,8,0 NOTES: ) ) 4) ) 6) 7) 8) TYPICAL NOTES THAT APPLY UNLESS NOTED OTHERWISE; a) PROVIDE MINIMUM 8" BEARING AT EACH END OF LINTEL. b) CENTER LINTELS IN WALL UNLESS NOTED OTHERWISE. c) BOTTOM PLATES WHERE CALLED FOR SHALL EXTEND FULL LENGTH OF LINTEL. d) REFERENCE DETAIL & 4/S00 FOR TYPICAL CMU WALL OPENING REINFORCEMENT REQUIREMENTS e) REFERENCE DETAILS & 6/S80 FOR TYPICAL CMU CONTROL JOINT REQUIREMENTS NOTCH FACE SHELL AS REQUIRED TO PLACE CMU. PROVIDE /" DIA x 6" LONG HEADED WELDED STUDS (HWS) AT 4" OC ON TOP OF LINTEL. GROUT CMU CORE SOLID 8" (MIN) ABOVE TOP OF LINTEL AT HWS LOCATIONS. PROVIDE ADJUSTABLE MASONRY ANCHORS AT 6" OC EACH SIDE OF WEB. ALL LINTELS (INUDING BOTTOM PLATES) TO BE HOT-DIPPED GALVANIZED. WIDTH OF BOND BEAM TO MATCH WIDTH OF WALL. PROVIDE " BOTTOM EAR COVER. LINTEL SCHEDULE 8" HIGH x 8" WIDE BOND L BEAM w/ () # x CONT NA,7,8,0 W8x W/BOTTOM /4-9 PL/8"x7"x0'-8" W/() L PL/8"x /" x CONT /" DIA x 6" LONG HWS -6,0 ) REFERENCE DETAIL /S00 FOR TYPICAL LINTEL BEARING REQUIREMENTS. 9) SEE MISCELLANEOUS LINTEL SCHEDULE FOR BRICK IN FRONT OF CMU LINTELS. 0) GROUT JAMB SOLID MIN COURSES BELOW LINTEL BEARING '-4" MAX OPENINGS TO 6" WIDE HORIZONTAL BOND BEAM REINFORCEMENT W 6" OR GREATER OPENINGS GREATER THAN 6" WIDE 0" /" 6 TOP OF WALL ROOF/FLOOR LINE HORIZONTAL JOINT REINFORCEMENT AT 6" OC TYPICAL FLOOR LINE CORNER/END OF WALL STEM WALL TOP REINFORCEMENT NOTES: JAMB REINFORCEMENT PER LINTEL SCHEDULE OR LINTEL DETAILS REINFORCEMENT PER LINTEL SCHEDULE OR LINTEL DETAILS () #6 SILL BAR. EXTEND '-0" PAST OPENING 4 () #4 EACH SIDE OF OPENING UNLESS NOTED OTHERWISE EXTEND '-0" PAST OPENING WHEN "W" IS LESS THAN '-0" AT 8" CMU WALL AND '-0" AT " CMU WALLS, ADD /4" OSED TIE SETS AT 8" OC 6 REINFORCE VERTICAL CELLS AT EDGE OF WALL AND ADJACENT TO CONTOL JOINTS WALL THICKNESS ALL 4" 4" MISCELLANEOUS LINTEL SCHEDULE (SEE NOTE ) EAR MASONRY OPENING WIDTH AT FIRE EXTINGUISHER CABINETS AND DRINKING FOUNDATIONS UP TO 4'-0" UP TO 8'-0" 8" UP TO '-0" 8" UP TO 7'-0" 8" UP TO 9'-0" LINTEL NOTES: " UP TO 4'-0" 8" UP TO 8'-0" " UP TO 4'-0" " UP TO 8'-0" /4" PL L /x /x/8 Lx /x/8 () L /x /x/4 () L4x /x/6 LLV WT 7 x SECTION LINTELS CALLED OUT IN THIS SCHEDULE ARE FOR NON-LOAD BEARING MASONRY WALLS AND FOR LOAD BEARING WALLS WHERE LOAD IS INTRODUCED ABOVE THE LINTEL AT A DISTANCE GREATER THAN THE LINTEL SPAN. PROVIDE MINIMUM 8" BEARING AT EACH END OF LINTEL. CENTER LINTELS IN WALL UNLESS NOTED OTHERWISE. BOTTOM PLATES UNDER WIDE FLANGE SHAPES SHALL BE EXTENDED TO THE FULL LENGTH OF LINTEL. WELD LINTEL COMPONENTS INTO SINGLE UNIT. 8" HIGH x 8" WIDE BOND BEAM w/ () # x CONT 6" HIGH x 8" WIDE BOND BEAM w/ () # x CONT 8" HIGH x " WIDE BOND BEAM w/ () # x CONT 6" HIGH x " WIDE BOND BEAM w/ () # x CONT NO LINTELS REQUIRED FOR 4" AND 6" NON-LOAD BEARING MASONRY WALLS WHERE GROUTED HOLLOW METAL FRAMES HAVE A HEADSPAN OF 4'-0" OR LESS. PROVIDE THESE LINTELS WHERE OTHER LINTELS ARE NOT SPECIFICALLY DETAILED. GROUT BLOCK CORES SOLID MINIMUM () COURSES BELOW LINTEL BEARING. MASONRY WALL VERTICAL REINFORCEMENT LEGEND #4EF4G DEFINES OVER WHAT LENGTH OF WALL REINFORCEMENT IS TO OCCUR TOTAL NUMBER OF BARS BAR SIZE (#4, ETC) LOCATION OF BAR(S) WITHIN BLOCK CORE: EF - / TOTAL NUMBER OF BARS EACH FACE* C - CENTER IN WALL IF - INSIDE FACE OF - OUTSIDE FACE * * BAR SPACING (INCHES) INDICATES WALL TO BE GROUTED SOLID. IF "G" IS OMITTED, GROUT BLOCK CORES AT BAR LOCATIONS ONLY *: MAINTAIN /" EAR DISTANCE TO INSIDE SURFACE OF BLOCK Project Title: HSR ASSOCIATES INC. 00 MILWAUKEE STREET LA CROSSE, WISCONSIN PHONE: FAX: WEB SITE: Consultant: project number: HOLMEN SCHOOL DISTRICT SECURE ENTRANCES HSR Project Number: Project Date: Drawn By: Key Plan: 707 Project Location: 0/9/08 RAS 00 McHUGH ROAD HOLMEN, WI 466 FRAMING PLAN & DETAILS Sheet Title: CMU CONTROL JOINT - FELT, REBAR ADJACENT TO SCALE: " = '-0" 6 CMU WALL CONTROL JOINT (ALT) SCALE: /" = '-0" ATTACH DECK TO AT 6" OC AT DECK END LAPS ATTACH DECK AT 6" OC AT ADJACENT TO BUILDING PERIMETER/ EXPANSION JOINT FASTENERS, TYPICAL SEE NOTES BELOW PROVIDE #0 TEK SIDELAP FASTENERS IN ACCORDANCE WITH SDI RECOMMENDATIONS IF NOT INDICATED OTHER ON PROJECT DRAWINGS 6"TYP 8" AT " DECK * * SEE PLAN FOR * TYP FASTENER SPACING 6" DECK LENGTH () SPAN MINIMUM " MINIMUM LAP EACH END FAST DECK TO ING MEMBERS USING FASTENING METHOD INDICATED ON DRAWINGS AND ACCORDING TO THE FOLLOWING REQUIREMENTS: a. WELDING (DEFAULT UNO): ALL WELDS ARE TO BE /8" DIA PUDDLE WELDS. USE WELDING WASHERS ON ALL DECKS EQUAL TO OR LESS THANK 4GA THICKNESS. b. SCREWING: BUILDEX # TEK SCREWS OR EQUAL. c. POWDER-ACTUATED FASTENERS: HILTI X-HSN 4 AND X-ENP 9L, RAMSET 6D, OR APPROVED EQUAL (SUBMIT MANUFACTURER'S LITERATURE FOR APPROVAL ON EQUAL PRIOR TO USING POWDER- ACTUATED PRODUCT). d. PNEUMATICALLY-DRIVEN FASTENERS: PNUETEK PINS OR EQUAL (SUBMIT MANUFACTURER'S LITERATURE FOR APPROVAL ON EQUAL PRIOR TO USING PNEUMATICALLY-DRIVEN PRODUCT). 7 METAL DECK FASTENING DETAIL SCALE: " = '-0" 8 TYPICAL ROOF DECK OPENING SCALE: NO SCALE HIGH SCHOOL Revisions: No. Description Date Addendum # Graphic Scale: VARIES Last Update: //08 0:4:0 AM

6 SEE PLAN ROOF DECK, SEE PLAN DECK BEARING STEEL BEAM, SEE PLAN /" T/STEEL /" SEE PLAN " " /6 T/SLAB EL= 00'-0" #4x8" DOWEL EPOXIED INTO EXISTING SLAB w/ 9" EMBEDMENT AT 8" O.C. FACE OF EXISTING CONSTRUCTION FOR REFERENCE NEW SLAB ON GRADE REMOVE TOP COURSE OF EXISTING CMU FOUNDATION /4" ISOLATION MATERIAL EXISTING SLAB ON GRADE '-4" 8" CMU WALL GROUT FIRST CELL SOLID WITH () # CENTERED. (THIS REINFORCING APPLIES IN BOTH DIRECTIONS AT BUILDING CORNERS). L4x4x/6xCONTINUOUS ANCHORED TO MASONRY WALL w/ /" DIA DROP-IN OR SLEEVE ANCHORS AT 4" O.C. CMU BOND BEAM w/ () # 8" /" /" OC /"x4"x(flange WIDTH +") BRG PLATE CENTERED ON BEAM w/ () /4" x6" DIA HWS GROUT () # BAR SOLID IN EACH CMU CELL FULL HEIGHT FOR ALL CELLS WITHIN 6" WIDE AREA CENTERED ON BEAM NOTES:. DETAIL APPLIES AT ALL BEAMS BEARING ON WALL EXCEPT FOR LINTELS AND WHERE OTHERWISE NOTED. EXISTING WALL, SLAB AND FOUNDATION SYSTEM VARIES. VERIFY CONDITION ON SITE AS REQUIRED TO POUR NEW SLAB. HSR ASSOCIATES INC. 00 MILWAUKEE STREET LA CROSSE, WISCONSIN PHONE: FAX: WEB SITE: Consultant: project number: CMU WALL REINFORCEMENT SCALE: " = '-0" TYPICAL END WALL DETAIL SCALE: /" = '-0" BEAM BRG DETAIL (CMU) SCALE: " = '-0" 4 TYPICAL FRAMING AT ROOF OPENING SCALE: " = '-0" WALL SECTION AT EXISTING AT DOOR SCALE: /4" = '-0" BACK SLOPE AS STEEP AS POSSIBLE 9" MIN NOTE: NOT TO BE USED UNDER SPREAD FOOTING 9" MIN SLEEVE 6 PIPE PASSING UNDER WALL FOOTING SCALE: /4" = '-0" OD 9" MIN WALL FOOTING PIPE PASSING UNDER FOOTING BY OTHERS /" MIN EARANCE MINIMUM BETWEEN PIPE & SLEEVE PROTECTIVE CONCRETE TO TRANSFER LOAD AROUND PIPE TO MATCH FOOTING WIDTH, TYP "T" "T" SEE "SECTION " EDGE EACH POUR TO /8" RADIUS SEE "SECTION " : SLOPE KEYWAY FORMED BY DIAGONALLY CUT x CONSTRUCTION JOINT /4" MAX CONTROL JOINT NOTE: SOME OF THE SLABS ON THIS PROJECT SHALL HAVE NO CONTROL JOINTS TO AID TILE INSTALLATION. SEE PLAN. THIS DETAIL APPLIES TO ALL OTHER CONDITIONS. 7 TYPICAL SLAB-ON-GRADE JOINTS SCALE: " = '-0" SECTION : SLAB-ON-GRADE NOTES SLAB-ON-GRADE CONSTRUCTION SHOULD CONFORM WITH THE RECOMMENDATIONS AND REQUIREMENTS SET FORTH IN THE LATEST RELEASE OF ACI 0 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. REFER TO THE GENERAL NOTES, THE SPECIFICATION, AND THE DRAWINGS FOR SUB-FLOOR DRAINAGE SYSTEM, SUBGRADE PREPARATION, AND/OR MUD SLAB AND VAPOR RETARDER REQUIREMENTS. THE SUBGRADE SHALL BE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT. REFER TO PLANS FOR SLAB THICKNESS ("T") AND REINFORCEMENT (WWF OR REINFORCEMENT BARS). REFER TO SPECIFICATIONS FOR FIBER REINFORCEMENT TO BE INCORPORATED IN CONCRETE MIX, IF ANY. WHERE PRESENT, REINFORCING BARS SHALL BE CHAIRED BY SOIL ED SLAB BOLSTERS. PROVIDE () # x6'-0" AT ALL RE-ENTRANT CORNERS AND OTHER SIMILAR SLAB DISCONTINUITIES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, PROVIDE CONTROL AND/OR CONSTRUCTION JOINTS AT EVERY COLUMN LINE AND IN BETWEEN THE COLUMNS SUCH THAT THE JOINT SPACING DOES NOT EXCEED 6x("T") UNO. THE RESULTING PANELS SHOULD BE APPROXIMATELY SQUARE. SECTION : CONSTRUCTION JOINT NOTES BREAK THE BOND BETWEEN NEW AND PREVIOUSLY PLACES SLABS BY SPRAYING OR BY PAINTING THE EXPOSED SIDE OF THE JOINT WITH A CURING COMPOUND, ASPHALTIC EMULSION, OR FORM OIL. SECTION : CONTROL JOINT NOTES FOR SAW-CUT CONTROL JOINTS, MAKE THE SAW-CUT AS SOON AS THE SLAB IS ABLE TO THE WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT DAMAGE TO THE FINISHED SURFACE OF THE SLAB, BUT WITHIN 4 HOURS. DEPTH OF SAW-CUT SHOULD BE -/4" IF PRODUCED USING THE EARLY ENTRY DRY-CUT PROCESS AND "T"/4 (" MIN) IF PRODUCED USING THE CONVENTIONAL WET-CUT PROCESS. REFER TO SPECIFICATIONS REGARDING EPOXY RESIN OR ELASTOMERIC SEALANT REQUIREMENTS FILL CONTROL JOINTS. SECTION 4: FORMED CONTROL JOINT OPTION NOTES FORM CONTROL JOINTS BY INSERTING A PRE-MOLDED STRIP INTO THE FRESH CONCRETE UNTIL THE TOP SURFACE OF THE STRIP IS FLUSH WITH THE TOP SURFACE OF THE SLAB. TOOL THE SLAB EDGES ROUND ON EACH SIDE OF THE INSERT, /8" MAX RADIUS. AFTER THE CONCRETE HAS CURED, REMOVE THE INSERTS AND EAN THE GROOVE OF LOOSE DEBRIS. HOLMEN SCHOOL DISTRICT SECURE ENTRANCES Project Title: HSR Project Number: McHUGH ROAD HOLMEN, WI 466 Project Location: FRAMING DETAILS Sheet Title: Project Date: 0/9/08 Drawn By: Author Key Plan: HIGH SCHOOL Revisions: No. Description Date Addendum # Graphic Scale: VARIES Last Update: //08 0:4: AM

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