City of Reedsburg Comprehensive Plan, and Approval May Be Conditioned on the Applicant Receiving Necessary City, State and Federal Permits

Plan Commission Staff Report

DATE: 1/14/20

APPLICANT: Hillsboro Equipment

LOCATION: 2160 E Main St; Parcel #2232

ZONING: B-2 Business

DESCRIPTION: Consider Site Plan Review to convert former office & storage building into retail (former Riberich Plumbing).

General Findings

SURROUNDING LAND USES:  North – Commercial  West – Commercial  South – Commercial  East – Commercial

ZONING:  North- B-2 Business  West- B-2 Business  South- I-1 Light Industrial  East- B-2 Business

TOPOGRAPHY: Flat slopes

STREET R.O.W./TRAFFIC/ACCESS: E Main St; 134’ ROW

ENVIRONMENTAL HAZARDS/CONDITIONS: None known

COMPREHENSIVE PLAN DESIGNATION: Commercial

COMMENTS ADMINISTRATOR: AMBULANCE: FIRE: POLICE: PUBLIC WORKS: SCHOOL: UTILITIES: OTHER:

Site Plan Review Findings of Fact for Section 690-32(A-F)

The site plan shall be designed so that there is a limited amount of change in the overall natural contours of the site and shall minimize reshaping in favor of designing the project to respect existing features of the site in relation to topography, the size and type of the lot, the character of adjoining property, the minimization of tree and soil removal and the type and size of buildings. The site shall be developed so as not to impede the normal and orderly development or improvement of surrounding property for uses permitted in this Ordinance. 1. The Board finds that the existing parcel is contains a __ SF building. 2. The Board finds that the parcel is zoned B-2 Business Outer. 3. The Board finds that the parcel is 1.76 acres. 4. The Board finds that the building formerly contained a plumbing business (storage, offices). 5. The Board finds that section 690 Attachment 2 permits retail. 6. The Board finds that 18 parking spaces are required; 11 parking spaces are proposed. 7. The Board finds that enough impervious surface exists to add at least 9 more parking spaces. 8. The Board finds that a 10’ X 6.5’ vestibule would be added to the existing building.

Special attention shall be given to proper site drainage so that removal of storm waters will not adversely affect neighboring properties. 1. N/A

All buildings or groups of buildings should be so arranged as to permit emergency vehicle access by some practical means. 1. N/A

Exterior lighting shall be arranged as follows: 1. It is deflected away from adjacent properties. 2. It does not impede the vision of traffic along adjacent streets. 3. It does not unnecessarily illuminate night skies. 1. The Board finds that there would be exterior lighting near exit doors.

The arrangement of public or common ways for vehicular and pedestrian circulation shall respect the pattern of existing or planned streets and pedestrian or bicycle pathways in the area. Streets and drives which are part of an existing or planned street pattern which serves adjacent development shall be of a width appropriate to the traffic volume they will carry. 1. The Board finds that the existing shared driveway is on E Main St.

Site plans shall conform to all applicable requirements of City, State and Federal statutes and the City of Reedsburg Comprehensive Plan, and approval may be conditioned on the applicant receiving necessary City, State and Federal permits. 1. The Board finds that the future use map indicates Commercial.

STAFF COMMENTS: The required parking is 18 spaces. They indicate 11 spaces on the plan, but there is enough existing asphalt to add two more spaces along the building and seven spaces in front. Not that all 18 spaces are needed but the room is there regardless. The Plan Commission can approve fewer spaces.

Exhibit List

A. City of Reedsburg Comprehensive Plan B. Zoning Ordinance, City of Reedsburg, Wisconsin C. Tuesday, January 14, 2020, Plan Commission Agenda D. Land Use Change Application E. Staff Report F. Request for Review and Comment G. Notice of Public Meeting

Proposed Building Plans for Slama John Deere Retail

Transaction 3280858 Reedsburg, Wisconsin Building 12/9/2019

560 Sunrise Drive Spring Green, WI 53588 phone: 608 -588 -7484 PLAN REVIEW fax: 608 -588 -9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL GENERAL NOTES ABBREVIATIONS CODE SUMMARY PROJECT DIRECTORY DRAWING INDEX ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES 1. All work to be constructed per governing codes/ordinances, as amended by local authorities. Said codes/ordinances are herein incorporated into AB ANCHOR BOLT PROJECT DESCRIPTION: Remodel of an existing store. OWNER T1.0 Title Sheet ENGINEERS, INC. AFF ABOVE FINISHED FLOOR these documents. All code required work to be included in contract sum. CJ CONTROL JOINT Don Slama T1.1 Schedules 2. Adherence to Code Requirements of the New and Remodeled construction shall be the strict responsibility of the Owner/ Builder . The Architect shall CLG CEILING OCCUPANCY : M - Mercantile Hillsboro Equipment T1.2 Details not be held liable for any such unauthorized deviations or violations of any applicable Building, Plumbing, HVAC, or Electric al codes or the ADA CL CENTER LINE E 18898 Hwy 33 East A0.0 Life Safety Plan (Americans with Disabilities Act.) COL COLUMN CONSTRUCTION : IIB Metal Frame Unprotected Hillsboro, WI 54634 CONC CONCRETE A0.1 Demo Floor Plan 3. General notes are intended to clarify or emphasize the requirements of the drawings and specifications. In the event of a co nflict between the CMU CONCRETE MASONRY UNIT 608 -489 -2275 drawings or specifications and these notes, the contractor shall comply with the more stringent requirement. CPT CARPET FIRE PROTECTION : Fire Extinguishers A1.0 Proposed Floor Plan 4. All work to be performed in a manner so as to have a minimum of disruption and disturbance with existing operations and local environment. Noise CT CERAMIC TILE ARCHITECT A1.1 Roof Plan DIM DIMENSION Paul Kardatzke, Architect and dust shall be kept to a minimum. DS DOWNSPOUT AREA : Remodeled Building Area = 6,447 S.F. A2.0 Exterior Elevations 5. Do not scale drawings. EJ EXPANSION JOINT STRUCTURAL ENGINEERING 6. Permit and approvals are to be kept on -site at all times. EQ EQUAL Michael Mertens, Engineer A4.0 Finish Plan 7. Details and notes of similar conditions are typical whether or not called out at all places. references to any detail is for convenience only and does not EXT EXTERIOR A4.1 Plan Details FD FLOOR DRAIN limit the application of such detail or drawing. FRP FIBERGLASS REINFORCED PLASTIC Jewell Associates, Inc. S0.0 Structural Notes 8. Systems shown on drawings are intended to be furnished, installed, and turned over to the owner in proper functioning conditi on. All work to be FE FIRE EXTINGUISHER 560 Sunrise Drive S0.1 Structural Notes considered in contract sum. FF FINISHED FLOOR Spring Green, WI 53588 FLR FLOOR S1.0 Foundation Plan 9. Contractor shall check and verify all field conditions and dimensions with the construction drawings at the project site prio r to construction, erection, REINF REINFORC (ED) (ING) [email protected] and/or fabrication. Contractor shall inspect related work and adjacent surfaces. Contractor shall report any discrepancies be tween the contract GWB GYPSUM WALLBOARD 608 -588 -7484 S1.1 Structural Details documents and the existing conditions which shall prevent proper execution of this work to the architect before proceeding wi th the work. Contractor is GC GENERAL CONTRACTOR S1.2 Framing Details INSUL INSULATION responsible for dimensions, quantities, and coordination of other trades. INT INTERIOR S2.0 Roof Framing Plan 10. Special finish materials, carpet/ flooring, bases, doors, etc. are not shown on all details for clarity purposes. refer to pl ans, sections, other details, JT JOINT specifications, and schedules for additional information. MET METAL 11. Installation of all materials and systems shall be in accordance with manufacturer's written instructions. MR MOISTURE RESISTANT NTS NOT TO SCALE 12. This project is being constructed using a design -bid -build construction methodology. All contractors are responsible for complying with all applicable OD OUTSIDE DIMENSION codes and ordinances related to their design and construction and integration with other systems and components. All concerns or conflicts related to PL PLATE such shall be brought to the attention of the general contractor prior to the start of construction. QTY QUANTITY R RADIUS 13. All products are to be selected for the intended use and installed per manufacturer's specifications. RM ROOM RO ROUGH OPENING SAB SOUND ATTENUATION BATT SC SUSPENDED CEILING SIM SIMILAR SS STAINLESS STEEL STL STEEL TEMP TEMPERED T&B TOP AND BOTTOM TOC TOP OF CONCRETE TOF TOP OF FOOTING TOS TOP OF SLAB TOW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED SUMMARY BUILDING CODE REQUIREMENTS VB VAPOR BARRIER VCT VINYL COMPOSITE TILE W/ WITH Applicable code provisions include, but are not limited to the following: WC VINYL FACED WALL COVERING WD WOOD 362.0712 - Penetrations Hillsboro Equipment Hillsboro Store Reedsburg Retail Wisconsin Reedsburg, All through penetrations and membrane penetrations in fire resistance rated assemblies shall comply with IBC Section 712. Date 362.0715 - Opening Protective's ARCHITECTURAL SYMBOLS MAP All doors in fire resistance rated assemblies shall comply with IBC section 715. 12-4-2019 PROJECT ADDRESS: No. Description Date 362.0716 - Duct and Air Transfer Openings 2160 E. Main Street All ducts and air transfer openings in fire resistance rated assemblies shall comply with IBC section 716. Reedsburg, WI 53959 1 Ref. 362.0719 - Thermal and Sound Insulating Materials All insulation materials shall comply with IBC section 719. 1 Ref. 1 A101 Ref. 1 ELEVATION 362.1011 - Exit Signs Internally lit exit signs with battery backup shall be provided to mark approved exits from any direction of egress travel. 1 Ref.

362.1006 - Means of Egress Illumination Sim. The means of egress, including the exit discharge, shall be illuminated to a minimum of 1 foot -candle at the floor level at all times the building space is 1 BUILDING SECTION occupied. A101

362.1006 - Illumination Emergency Power Sim. 1 In the event of power supply failure, an emergency system shall automatically illuminate to and average of 1 foot -candle and minimum of 0.1 foot -candle at DETAIL the floor level at all corridors, stairways, and the portion of the exterior exit discharge immediately adjacent to exit disc harge doorways, exterior walk or stoops A101 adjacent to the exit doors to comply.

1i WALL TYPE 362.2304.9.5 - Fasteners in preservative treated wood Fasteners for preservative treated wood shall be hot -dipped, zinc coated, galvanized, or stainless steel. Drawing Name 101 DOOR 362.2406 - Safety Glazing Provide Safety Glazing per IBC section 2406. Title Sheet 1t WINDOW

The General Contractor and sub contractors are responsible for coordinating with product manufacturers, suppliers, and instal lers to ensure that all applicable code provisions are complied with. Review the full Wisconsin Building Code for complete requirements. Project number Sheet number H85020 T1.0 10' - 5 1/2" 5' - 6"

5' - 2" 108' - 8" 108' - 8" 1' - 6 1/2" 3' - 0" 10' - 0" EQ EQ EQ EQ 108' - 8" 7' - 0"

107' - 2 1/2" 1' - 7" 3' - 0" 1' - 7" 107' - 0" 107' - 0" 107' - 0" 107' - 0"

EQ EQ EQ EQ EQ. EQ. EQ. EQ 7' - 2" 7' - 2" 8' - 8" 100A 100B 5' - 8 1/2" 5' - 8 7' - 2 1/2" 7' - 2

560 Sunrise Drive Spring Green, WI 53588 101' - 6" 101' - 6" 101' - 6" phone: 608-588-7484 100' - 0" 100' - 0" fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR 1 2 3 4 5 WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES SF-1 Detail SF-3 Detail SF-4 Detail SF-5 Detail SF-6 Detail ENGINEERS, INC. T1.1 1/2" = 1'-0" T1.1 1/2" = 1'-0" T1.1 1/2" = 1'-0" T1.1 3/8" = 1'-0" T1.1 3/8" = 1'-0"

Door Schedule Door Door Frame Frame Mark Description Type Glazing Width Height Thickness Material Type Lock Function Hardware/Notes 100A Single Glass Storefront C 3' - 0" 7' - 0" AL EN A,B,C,D,E 100B Single Glass Storefront C 3' - 0" 7' - 0" AL EN A,B,C,D,E 101A Monumental Thermally Broken Folding System E 10' - 0" 8' - 0" 0' - 3 5/32" A 101B Single Flush A 3' - 4" 7' - 0" 0' - 1 3/4" HM I EN A,B,C,D,E 102A Single Glass Storefront C 3' - 0" 7' - 0" AL OF 103A Single Flush A 3' - 0" 7' - 0" 0' - 1 3/4" HM I ST A,C 104A Single Flush A 2' - 8" 7' - 0" 0' - 2" HM I PR A,C 105A Overhead Door F 9' - 8" 9' - 0" 0' - 2" 105B Single Flush A 3' - 4" 7' - 0" 0' - 1 3/4" HM I EN A,B,C,D,E 105C Double Flush B 8' - 0" 10' - 0" 0' - 2" HM I ST A,C

DOOR LOCKS: TYPE ANSI DESCRIPTION EN F109 ENTRANCE LOCK: PUSH AND TURN-BUTTON LOCKS OUTSIDE LEVER UNTIL IT IS UNLOCKED W WITH KEY OR UNTIL THE BUTTON IN MANUALLY UNLOCKED EX - EXIT LOCK: BLANK PLATE OUTSIDE, INSIDE W W LEVER ALWAYS UNLOCKED W W CL F84 CLASSROOM: KEY LOCKS/UNLOCKS OUTER KNOB OR LEVER. INSIDE ALWAYS FREE OF F82 OFFICE: OPERATED BY KEY OUTSIDE, BUTTON ON FACE OF LOCK W/ PASSAGE FUNCTION PA F75 PASSAGE: NO LOCKING FUNCTION Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

PP STAINLESS STEEL PUSH/PULL PLATES H PR F76 TOILET PRIVACY LOCK: PUSH-BUTTON Date H LOCKING, TURN INSIDE LEVER OR H H H CLOSE DOOR TO RELEASE BUTTON 12-4-2019 ST F86 STOREROOM LOCK: OUTSIDE LEVER LOCKED No. Description Date AND UNLOCKED BY KEY, INSIDE LEVER ALWAYS UNLOCKED. TT THUMBTURN LOCK WITH EXTERIOR KEY

HARDWARE: DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE A- LOCK - VERIFY KEYING WITH OWNER A B C D E B- PUSH PLATE EGRESS DEVICE FLUSH DOUBLE ALUMINUM FRAME ALUMINUM FRAME FOLDING DOOR C- STAINLESS STEEL THRESHOLD - ADA COMPLIANT FLUSH W/ 2" STILES W/ 2" STILES D- WEATHER STRIPPING AND SILL SWEEP 1. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. W 2. PROVIDE SS THRESHOLDS AT EXTERIOR DOORS 1/2" HIGH MAX. WIDTH 3. PROVIDE LOUVERS & UNDERCUTS IF CALLED FOR BY HVAC DWGS. OVERHEAD INSULATION NOTE: 2" 4. PROVIDE GLAZING AS NOTED IN HARDWARE NOTES. SECTIONAL OVERHEAD DOOR NOMINAL 2" 5. PROVIDE CLOSERS ON ALL DOORS THICK W/ 1 3/4" POLYURETHANE FOAM CORE, E- SELF CLOSING ACTION PER NFPA 80 VINYL BREAKS AND SECTION JOINT SEALS 2" FRAME F- KEY FOB ACCESS SYSTEM U-FACTOR = 0.14 MAX. G- 24X30 STAINLESS STEEL KICKPLATES, BOTH SIDES OF DOOR 3/4 HP 115 VOLT 3 PHASE MOTORS REQUIRED H

DOOR GLAZING: 3" HEAVY DUTY TRACKS TYP. ON ALL TYPE DESCRIPTION OVERHEAD DOORS, 50K SPRING CYCLE 1 36" HIGH x 24" WIDE, 1/4" CLEAR TEMPERED 2 36" HIGH x 24" WIDE (TWO DOORS), 1/4" CLEAR TEMPERED 3 FULL GLAZING 1" LOW-E, CLEAR TEMPERED 4 INSULATED GLASS WINDOWS IN ONE DOOR SECTION Drawing Name DOOR TYPE 1" INSULATED GLASS FRAME TYPE I GLAZING NOTES: 5 3/4" HM EXTERIOR: 1" INSULATED, LOW-E CLEAR TEMPERED F VISION PANES IN INTERIOR: 3/8" CLEAR TEMPERED OVERHEAD DOOR ONE PANEL Schedules

DOOR FINISH: ALL INTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED: TBD BY OWNER

Project number Sheet number H85020 T1.1 ROOF TYPES DOOR AS SCHEDULED MARK DESCRIPTION AT FLASHING TERMINATIONS, CUT, FOLD AND LAP FLASHING TO PROVIDE END DAMS. SEAL TOP EDGE & END DAM DOOR FRAME RS -1 ROOF SYSTEM #1 LAP STAINLESS STEEL SEAMS WITH A BEAD OF MASTIC METAL ROOF THRESHOLD 1 LAYER OF 4" INSULATION OVER PURLINS SEALANT CONCRETE SLAB THERMAL BLOCKS (BOTH SIDES 1 LAYER OF 7.5" UNFACED INSUL. BETWEEN PURLINS OF FRAME) (R=24, U=0.042) VAPOR BARRIER LINER FABRIC SEALANT 1/2". (BOTH SIDES OF FRAME) DOOR FRAME 5". RS -2 ROOF SYSTEM #2 - ENTRY

60 MIL FULLY ADHERED MEMBRANE ROOF

6" MIN. RIGID INSULATION (R -30) TAPERED FOR DRAINAGE. 1 Flashing End Dam 2 Interior Door Head (Steel Stud) 3 Interior Door Jamb (Steel Stud) 4 Typical Threshold PROVIDE AND INSTALL TAPERED INSULATION 1/4" PER 12" T1.2 NOT TO SCALE T1.2 1 1/2" = 1'-0" T1.2 1 1/2" = 1'-0" T1.2 NOT TO SCALE MIN. SLOPE FOR CRICKETS AT DRAINS AND OTHER LOCATIONS AS INDICATED ON ROOF PLANS

OVER STEEL DECK & PURLINS 12" * 22" 12" * 24" 560 Sunrise Drive Spring Green, WI 53588 36" MIN. phone: 608 -588 -7484 fax: 608 -588 -9322 12" MIN. 24" MIN. 16"-18" 48"

42" 42" THIS DOCUMENT, THE IDEAS AND DESIGNS 48" * 48" 54" MIN. ** 48" INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ROOF NOTES ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE 12" MAX 42" MIN. USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES DOOR SWEEP(S) MIN. 18" ENGINEERS, INC. 1. MECHANICALLY FASTENED 60 MIL EPDM ROOF MEMBRANE AS SPECIFIED 2. 1-LAYER OF 2" POLYISOCYANURATE ROOF INSULATION TOTALING 2" - 25 P.S.I. - ALL JOINTS TO BE WC FLUSH CONTROL 48"

STAGGERED BETWEEN LAYERS S.S. THRESHHOLD DOOR AS SCHEDULED ** 54" 24"

60" 18" 36" (1/2" HEIGHT)

3. 1-LAYER OF 2" POLYISOCYANURATE ROOF INSULATION TOTALING 2" - 20 P.S.I. - ALL JOINTS TO BE MIN. 1-1/2" STAGGERED BETWEEN LAYERS FLOOR SLAB

39"-41" (ALT 42") 4. ROOF SYSTEM IS REQUIRED TO MEET FACTORY MUTUAL CLASS 1 ROOF ASSEMBLY WITH 1 -90 -A 7"-9" 54") (ALT 60" P.T. 2x4 FOR 33"-36" ATTACHMENT. THRESHHOLD 60" MIN. MIN. 33"-36" 17"-19" ANCHORAGE MIN. 15" FRONT APPROACHES HINGE SIDE APPROACHES LATCH SIDE APPROACHES 59" MIN. STALL W/ FLOOR W/ 59" STALL MIN. 1-1/2" RIGID CLOSET WATER MOUNTED EXTERIOR STOOP BACKWALL SIDEWALL INSULATION * If both closer and latch are provided CLEAR FLOOR SPACE ** If closer provided

WALL TYPES 5 Exterior Door Sill 6 Water Closet - ANSI A117.1 604 7 Door Clearances - ANSI A117.1 606 MARK DESCRIPTION T1.2 NOT TO SCALE T1.2 3/8" = 1'-0" T1.2 1/4" = 1'-0"

EXTERIOR WALL MASONRY VENEER, WALL TIES @ 16" VERT. & 16" HORIZ. AIR BARRIER 6" A 1/2" PLYWOOD W/ 8D NAILS @ 6" O.C. 5-1/2" METAL STUD OBSTACLE, TYP. 5 1/2" R -21 BATT INSULATION 8 MIL VAPOR BARRIER 5/8" GWB 12" X 18" MIN. REFLECTIVE OR NON -REFLECTIVE 4 GA. METAL SIGN (WHITE BACKGROUND, BLUE SYMBOL, AND GREEN LETTERING) 48" MIN 48" MIN 48" 44" MAX 44" INTERIOR WALL INTERNATIONAL HANDICAP SYMBOL WALL FINISH B MIN 15" 5/8" GWB (WATER RESISTANT @ RESTROOMS) 20" MAX 20"-25" MESSAGE TO READ - "RESERVED PARKING VEHICLES WITH VET OR 3-1/2" METAL STUD FRAMING @ 24" O.C. (6" @ PLUMBING WALLS) DISABLED PLATES OR STATE DISABLED CARD THIS STALL." ALL UNOBSTRUCTED 5/8" GWB (WATER RESISTANT @ RESTROOMS) RESERVED LETTERING TO BE GREEN (PER STATE TRANS. 200.07) FORWARD REACH OBSTRUCTED HIGH FORWARD REACH WALL FINISH PARKING

VEHICLE WITH VET OR LEGEND DISABLED PLATES OR STATE DISABLED CARD THIS STALL SIGN

AS = AIR SPACE RIDER SIGN TO CMU = CONCRETE MASONRY UNIT (B -3 CLASSIFICATION) SEE STRUCTURAL PLANS FOR REINFORCING READ "VAN VAN ACCESSIBLE 15" MIN 15"

ACCESSIBLE" 5'-0" MIN.

FRP = FIBERGLASS REINFORCED PLASTIC FINISH MAX 48" MAX 48" 48" MAX 48" 2" X 2" STEEL TUBE W/ TOP

INSUL = INSULATION CAPPED W/ STEEL PLATE TROWEL FINISH MIN. 5'-0" 10" MAX 10" MAX 24 " MAX (GRIND MS = METAL SIDING ON FURRING STRIPS SMOOTH) (EMBED POST UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH MIN. 24") RI = POLYISOCYANURATE RIGID INSULATION (R = 6 PER INCH)

SS = STAINLESS STEEL PAVEMENT OR GRADE 8 Reach Ranges - ANSI A117.1 308 MIN. 4'-0" VB = VAPOR BARRIER T1.2 1/4" = 1'-0" 10" DIA. CONCRETE FILLED HOLE Hillsboro Equipment Hillsboro Store Retail Reedsburg Wisconsin Reedsburg,

NOTES ACCESSIBLE PARKING Date SIGNS, 1. SEE DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION DETAILS. 12-9-2019 2. SEE SCHEDULES FOR BASE, FINISH & OTHER REQUIREMENTS. No. Description Date WHEEL STOPS

50 1: PE LO S 50 AX 1: M PE

8 O ' L 8 S '-0 AX ". M

8' 8 MARKED ACCESS AISLE '-0 ".

SITE NOTES: 1. CONTRACTOR TO VERIFY DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. NOTES: 1. MAXIMUM SLOPE AT ALL HANDICAP ACCESSIBLE WALKS 1:20. MAXIMUM SLOPE AT HANDICAP ACCESSIBLE RAMP 1:12. PAMPS OVERCOMING MORE THAN 6" CHANGE IN ELEVATION TO HAVE HANDRAILS ON BOTH SIDES. 2. ALL DRIVEWAYS, CURB ADJACENT TO DRIVEWAYS, AND SIDEWALK CONSTRUCTION WITHIN THE PUBLIC RIGHT -OF -WAY, SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF NEKOOSA STANDARD SPECIFICATIONS. Drawing Name 3. ALL PARKING STALLS SHALL BE STRIPED WITH WHITE OR YELLOW STRIPES A MINIMUM OF 3" WIDE. ACCESSIBLE STALLS SHALL BE MARKED BY AN APPROVED SIGN. ACCESS AISLES SHALL BE PAINTED WITH CROSS HATCHING. Details

9 ADA Parking Details T1.2 1/4" = 1'-0" Project number Sheet number H85020 T1.2 LIFE SAFETY PLAN LEGEND PROPERTY LINE COMMON PATH (C.P.) (> DIRECTION OF TRAVEL)

9 EGRESS PATH (E.P.) T1.2 (> DIRECTION OF TRAVEL) EGRESS DOOR: E EXIT HARDWARE & INTERNALLY LIT EXIT SIGN

EXIT INTERNALLY LIT EXIT SIGN

FIRE EXTINGUISHER: 4A -60 -B:C 10lb FE -1 PROCESS AREA CABINET (SECTION 10522, PARAGRAPH 2.2)

8' - 0" 9' - 0" LINE PROPERTY TO 49' 18' - 0" 18' - FE -2 FIRE EXTINGUISHER: 4A -60 -B:C 10lb NON -PROCESS AREA CABINET (SECTION 10522, PARAGRAPH 2.3)

EXISTING FIRE WALL 5' 0" -

FIRE EXTINGUISHER NOTE: FE1: 10 LB A -B-C FIRE EXTINGUISHER MOUNTED ON SURFACE OF WALL EAST MAIN EASTSTREET MAIN WITH METAL BRACKET. Grass Grass Area PROPERTY LINE PROPERTY VERIFY LOCATION OF FIRE

PROPERTY LINE PROPERTY 560 Sunrise Drive EXTINGUISHERS SHOWN ON PLANS WITH OWNER AND FIRE Spring Green, WI 53588 DEPARTMENT INSPECTOR. phone: 608 -588 -7484 fax: 608 -588 -9322 THIS DOCUMENT, THE IDEAS AND DESIGNS NOTES : IBC 906.1/IBC 906.2 PROVIDE FIRE EXTINGUISHERS PER IFC 906. INCORPORATED HEREIN AS AN INSTRUMENT OF FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED AND MAINTAINED SERVICE, IS THE PROPERTY OF JEWELL Grass Area ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE IN ACCORDANCE WITH IFC 906 AND NFPA 10. USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC. 1008.1.2 DOOR SWING: 70' 6" TO PROPERTY LINE 104' TO PROPERTY LINE EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE -HINGED TYPE DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE.

EXCEPTION 1: PRIVATE GARAGES, OFFICE AREAS, FACTORY AND STORAGE AREAS WITH AN OCCUPANT LOAD OF 10 OR LESS. PROPERTY LINE 1006.2.1 COMMON PATH 9' 6" TO PROPERTY LINE PROPERTY TO 6" 9' SPRINKLERED, B/F/S = 75' MAX 2 Site Plan A0.0 1/16" = 1'-0" 1017 EXIT TRAVEL DISTANCE NOT SPRINKLERED R1/F1/S1 = 200' MAX NOT SPRINKLERED B = 200' MAX NOT SPRINKLERED F2/ S2 = 300' MAX

1007.1 EXIT DOORWAY ARRANGEMENT 73' - 5" DISTANCE BETWEEN EXITS DISTANCE BETWEEN EXITS SHALL NOT BE LESS THAN ONE -HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION = 113' -2"/2 = 56' -7" < 73' -5"

E E

EXIT EXIT

EXIT E

M AX D IA " GO 1 N 1 A '- Equipment Hillsboro Store Retail Reedsburg Wisconsin Reedsburg, L 4 D 5 IS T = AN CE E Date = C 11 N 3'- A 2" T S 12-9-2019 I E.P. 73' 6" 73' E.P. D No. Description Date L A N O G A I D

X A M

RETAIL OCCUPANT LOAD = 44 STORAGE OCCUPANT LOAD = 25

E.P. 146' 6"

Drawing Name E.P. 64' 8" Site Plan and Life Safety 1 Life Safety Plan Plan A0.0 3/16" = 1'-0" Project number Sheet number H85020 A0.0 560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 1 2 3 4 5 6 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

A 7' - 6 1/2" 7' - 6 5" 10' - 5 1/2" 10' - 5 5" 50' - 0" 50' - 4" 12' - 5" Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

Date 12-4-2019 No. Description Date 10' - 5 1/2" 10' - 5 5" 7' - 6 1/2" 7' - 6

REMOVE METAL SIDING FROM EXTERIOR, TYP.

Drawing Name Demo Floor

1 Demolition Plan Plan A0.1 3/16" = 1'-0"

Project number Sheet number H85020 A0.1 Room Schedule Number Name Area 100 Vestibule 67 SF 101 Sales 4,504 SF 102 Sales Office 144 SF 103 Mech. 61 SF 104 Toilet 60 SF 105 Storage 1,217 SF 6,054 SF

560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS 1 2 3 4 5 6 INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE 125' - 0" USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC. 1' - 0" 10' - 0" 1' - 0" 13' - 0" 10' - 6" 4' - 0" 10' - 6" 11' - 5" 10' - 0" 10' - 4" 3' - 4" 14' - 11" 25' - 0"

SF-4

1' - 0" Vestibule

100 100A EXISTING WINDOW SF-3 6' - 6"

5' - 6" SF-5

100B 101A 101B A

SF-6 12' - 0" 3' - 1" Mech. 103A Toilet 1 A4.1 103 7' - 6" 104 105B 3' - 4" 7' - 11 1/2" 7' - 11 Sales Office 9' - 4"

102 0" 12' -

104A

102A SF-1 13' - 11" 13' - 10' - 5 1/2" 10' - 5

STONE WALL

FIREPLACE

Sales Storage 105C 105A 9' - 8" 50' - 0" 50' - 50' - 0" 50' - 13' - 2" 13' - 101 105 Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin 20' - 0" 6" 24' - 10" Date 12-4-2019 No. Description Date SF-1 10' - 5 1/2" 10' - 5 20' - 0" 20' - 7' - 11" 7' - 7' - 11 1/2" 7' - 11

SF-2 SF-7

4' - 0" 17' - 0" 4' - 0" 9' - 6" 6' - 0" 9' - 6"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" Drawing Name 125' - 0" Proposed

1 Proposed Plan Floor Plan A1.0 3/16" = 1'-0"

Project number Sheet number H85020 A1.0 1 2 3 4 5 6

REMOVE EXISTING OVERHANG 5' - 0" A

REMOVE EXISTING OVERHANG 1" / 12" 1" /

EXISTING METAL ROOF 560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES 1" / 12" 1" / ENGINEERS, INC.

B 4' - 0"

1 Existing Roof Plan A1.1 1/8" = 1'-0"

1 2 3 4 5 6 BALANCED SNOW LOAD = 20.79 psf DRIFT LOADS AND SLIDING SNOW LOADS SHALL BE 28' - 4 3/8" 3' - 4 3/8" APPLIED IN ADDITION TO BALANCED SNOW LOADS 25' - 0" 9' - 10 3/8" 9' - 10 A 33 psf 33 0 psf

CRICKET 1" / 12" 1" / Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin 53 psf 1" / 12" 1" / Date 3 12-4-2019 SEE ELEVATIONS FOR A1.1 0 psf NEW PARAPET HEIGHTS EXISTING METAL ROOF No. Description Date 63' - 3 1/2" 63' - 3 50' - 0" 50' - 1" / 12" 1" /

CRICKET 12" 1" / 0 psf

33 psf 33 B 3' - 5 1/8" 3' - 5 Drawing Name 3' - 4 3/8" 25' - 0" 1' - 0" 29' - 4 3/8" Roof Plan

3 Snow & Drift Load Diagram 2 Proposed Roof Plan A1.1 1/8" = 1'-0" A1.1 1/8" = 1'-0"

Project number Sheet number H85020 A1.1 METAL COPING 1 2 3 4 5 6 BRICK

SOLDIER COURSE

BRICK 5' - 6" METAL SIDING 16' - 6" 16' -

11' - 0" 11' - 560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL SPLIT FACE CMU ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

1 West Elevation Proposed A2.0 3/16" = 1'-0"

METAL COPING METAL COPING BRICK B BRICK A A B BRICK METAL SIDING SOLDIER COURSE SOLDIER COURSE

METAL SIDING

SF-3 SF-1 SF-1 SF-5 4 T1.1

SPLIT FACE CMU SPLIT FACE CMU 2 1 T1.1 T1.1 2 South Elevation Proposed 3 North Elevation Proposed A2.0 3/16" = 1'-0" A2.0 3/16" = 1'-0" Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

Date

METAL COPING 12-4-2019 No. Description Date 6 5 4 3 2 1 BRICK

SOLDIER COURSE 2' - 0"

METAL SIDING 3' - 6"

Roof 110' - 0" 16' - 6" 16' -

SF-4 3 0" 11' - T1.1

Existing Plan 100' - 0" SPLIT FACE CMU Drawing Name

4 East Elevation Proposed Exterior A2.0 3/16" = 1'-0" Elevations

Project number Sheet number H85020 A2.0 1 2 3 4 5 6

ACT-2 7' - 10" A.F.F. ACT-1 8' - 0" A.F.F.

560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

20' - 0"

BULKHEAD @ 8'-0"

ACT-1

11' - 9" 11' - 9' - 0" A.F.F.

2 Reflected Ceiling Plan A4.0 1/8" = 1'-0"

1 2 3 4 5 6

LEGEND FLOOR FINISH LEGEND A CONCRETE:

CONC-1 CONC-1 SEALED CONCRETE

CARPET: Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin CPT - 1 CPT-1 TO BE DETERMINED Date RUBBER BASE: 12-4-2019 RB-1 JOHNSONITE TRADITIONAL WALL BASE No. Description Date TILE-1 COLOR TO BE DETERMINED

TILE: PROVIDE AND INSTALL SCHLUTER METALS FOR ALL FLOORING TRANSITIONS AND OUTSIDE WALL CORNERS. VCT-1 TILE-1 TO BE DETERMINED

PAINT: NOTE: PROVIDE AND INSTALL SCHLUTER METALS FOR ALL FLOORING TRANSITIONS AND PT-1 TO BE DETERMINED OUTSIDE WALL CORNERS.

VANITY TOPS & WINDOW SILLS:

SS-1 TO BE DETERMINED

*BATHROOM VANITIES TO INCLUDE INTEGRATED SOLID SURFACE SINK IN WHITE

CABINET LAMINATE: B Drawing Name PLAM-1 TO BE DETERMINED Finish Plan

1 Finish Plan A4.0 1/8" = 1'-0"

Project number Sheet number H85020 A4.0 TA-3 TA-4 TA-6

7' - 3"

TA-2 Toilet 104 3 8' - 4" A4.1 6 TA-7 2 A4.1 4 TA-5 5 TA-1

11' - 6" 11' - 560 Sunrise Drive Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS 2 Bathroom North 3 Bathroom East 4 Bathroom South 5 Bathroom West INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL A4.1 1/2" = 1'-0" A4.1 1/2" = 1'-0" A4.1 1/2" = 1'-0" A4.1 1/2" = 1'-0" ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

TOILET ACCESSORIES

TA-1 24" X 36" MIRROR (OPOI) TA-2 36" GRAB BAR TA-3 42" GRAB BAR TA-4 18" GRAB BAR TA-5 WALL MOUNTED SOAP DISPENSER (OPOI) TA-6 WALL MOUNTED TOILET PAPER DISPENSER (OPOI) TA-7 PAPER TOWEL DISPENSER (OPOI) 1 Plan Detail TA-9 FEMININE NAPKIN DISPOSAL (OPOI) A4.1 1/2" = 1'-0"

CONTINUOUS 1X BLOCKING, ANCHOR TO STUDS, TYP.

3/4" PLYWOOD, W/ P. LAM ALL EXP. SURFACES, TYP.

1' - 1" CONCEALED HINGE, TYP.

PLYWOOD SHELVES 2' - 6" W/ P. LAM ALL EXP. SURFACES 1/2" 2' - 4

PULL, TYP.

WALL AS SCHEDULED Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

Date 1 1/2" 8 Detail - Wall Cabinet A4.1 1" = 1'-0" 12-4-2019 No. Description Date

8 A4.1 P. LAM COUNTERTOP - COVER ALL EXPOSED EDGES 1 1/2"

3/4" PLYWOOD, W/ P. LAM ALL EXP. SURFACES, TYP. 6 1/2"

7 PLYWOOD SHELVES A4.1 W/ P. LAM ALL EXP. SURFACES 2' - 10" 2' - 1' - 10" 1' -

RUBBER BASE

4" Drawing Name 3" Plan Details

6 Cabinet Wall 7 Detail - Base Cabinet A4.1 1/2" = 1'-0" A4.1 1" = 1'-0" Project number Sheet number H85020 A4.1 GENERAL STRUCTURAL NOTES 16. FABRICATE CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 301 AND ACI 318. 74. MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED COMPRESSIVE STRENGTH LINES, 1. DESIGNED IN CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING CODE, INCLUDING THE 17. WELD REINFORCEMENT IN ACCORDANCE WITH AWS D1.4 DETAILS AND ELEVATIONS, AS DIRECTED BY ARCHITECT/ENGINEER. WISCONSIN AMENDMENTS, 2015. 18. EPOXY COATED FINISH FOR STEEL BARS: ASTM A775/A775M. 75. PIPE SLEEVES OVER 1-1/2 INCHES IN DIAMETER WHICH PASS THROUGH CONCRETE WALLS OR SLABS 2. DESIGN LOADS: 19. EPOXY COATING PATCHING MATERIAL: TYPE AS RECOMMENDED BY COATING MANUFACTURER. SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE. ALL OTHER SLEEVES SHALL BE 18 GAUGE SHEET - ROOF: 20.79 PSF BALANCED SNOW LOAD. 20. CEMENT: ASTM C150, NORMAL-TYPE I, PORTLAND TYPE. METAL. SLEEVES SHALL BE ONE SIZE LARGER THAN OUTSIDE DIAMETER OF PIPE PASSING THROUGH - PF = 0.7 X CE X CT X I X PG 21. FINE AND COARSE AGGREGATES: ASTM C33. SLEEVE. VERIFY SIZE AND NUMBER WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS. - PG = 30 PSF, CE = 0.9, CT = 1.1, I = IS = 1.0 22. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE. 76. ALUMINUM CONDUIT IS NOT PERMITTED TO BE EMBEDDED IN CONCRETE. 3. DESIGN DEAD LOADS: 23. AIR ENTRAINMENT ADMIXTURE: ASTM C260. 77. PROVIDE 2” CLEAR COVER TO REINFORCING UNLESS NOTED OTHERWISE. - ROOF 15 PSF 24. BONDING AGENT: POLYMER RESIN EMULSION. - COLLATERAL 10 PSF 25. NON-SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, MASONRY MORTARING AND GROUTING 4. WIND DESIGN CRITERIA: WATER REDUCING AND PLASTICIZING AGENTS. - PER ASCE 7-10 METHOD 1 SIMPLIFIED PROCEDURE 26. CURING COMPOUND: ASTM C1315, TYPE 1, CLASS A. 1. SECTION INCLUDES MORTAR AND GROUT FOR MASONRY. - ENCLOSED BUILDING 27. ABSORPTIVE MATS: ASTM C171, BURLAP-POLYETHYLENE. 2. PERFORM WORK IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY - V = 115 MPH, EXPOSURE B 28. METALLIC HARDENER: PREMIXED CLEAR, OXIDABLE TYPE. STRUCTURES AND ACI 530.1 SPECIFICATION FOR MASONRY STRUCTURES. - KD=0.85, KZ=1.00, IW = 1.00 29. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94/C94M, OPTION A. 3. COLD WEATHER REQUIREMENTS: IN ACCORDANCE WITH ACI 530.1 WHEN AMBIENT TEMPERATURE OR 5. SEISMIC DESIGN CRITERIA: 30. FURNISH CONCRETE OF THE FOLLOWING STRENGTH: TEMPERATURE OF MASONRY UNITS IS LESS THAN 40 DEGREES F. - SITE CLASS D, SDS = 0.071, SDI = 0.064 - COMPRESSIVE STRENGTH 3,000 PSI: FOOTINGS, FOUNDATION WALLS, AND ALL OTHER CONCRETE 4. HOT WEATHER REQUIREMENTS: IN ACCORDANCE WITH ACI 530.1 WHEN AMBIENT TEMPERATURE IS - SEISMIC DESIGN CATEGORY A NOT NOTED. GREATER THAN 100 DEGREES F OR AMBIENT TEMPERATURE IS GREATER THAN 90 DEGREES F WITH 6. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, PLUMBING, HVAC AND - 3,500 PSI: INTERIOR AND EXTERIOR SLAB ON GRADE. WIND VELOCITY GREATER THAN 8 MPH. ELECTRICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO - 4,000 PSI: SUSPENDED FLOOR SLABS, STRUCTURAL TOPPING, BEAMS AND COLUMNS (28 DAY). 5. MORTAR AGGREGATE: ASTM C144, STANDARD MASONRY TYPE. THE SHOP DRAWINGS AND WORK. SLUMP 3 TO 5 INCHES. 6. HYDRATED LIME: ASTM C206, TYPE N. 7. NO OPENING (OTHER THAN THOSE SHOWN ON THE DRAWINGS) SHALL BE MADE IN ANY BEAM, COLUMN, - MAXIMUM WATER-CEMENT RATIO: 0.50. 7. MORTAR COLOR: MINERAL OXIDE PIGMENT COLOR AS SELECTED BY OWNER. OR OTHER STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 31. SELECT ADMIXTURE PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 318. 8. GROUT AGGREGATE: ASTM C404, FINE AND COARSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON 32. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK EXPOSED TO EXTERIOR. 9. WATER: CLEAN AND POTABLE. 560 Sunrise Drive NEW OR EXISTING STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN 33. ERECT FORMWORK, SHORING AND BRACING TO ACHIEVE DESIGN REQUIREMENTS. PROVIDE BRACING TO 10. BONDING AGENT: EPOXY TYPE. Spring Green, WI 53588 CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. ENSURE STABILITY OF FORMWORK. 11. CALCIUM CHLORIDE IS NOT PERMITTED. phone: 608-588-7484 9. PRESUMED SOIL BEARING CAPACITY = 2000 PSF. 34. CAMBER SLABS AND FRAMING TO ACHIEVE ACI 301 TOLERANCES. 12. MORTAR MIXES: fax: 608-588-9322 10. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS 35. PROVIDE BRACING TO ENSURE STABILITY OF FORMWORK. - MORTAR FOR STRUCTURAL MASONRY: ASTM C270, TYPE S USING PROPORTION SPECIFICATION. THIS DOCUMENT, THE IDEAS AND DESIGNS 36. FORM EXTERNAL CORNERS OF BEAMS, JOISTS, AND COLUMNS, AS INDICATED ON DRAWINGS. PROVIDE - MORTAR FOR NON-STRUCTURAL MASONRY: ASTM C270, TYPE N USING PROPORTION INCORPORATED HEREIN AS AN INSTRUMENT OF RESPONSIBLE FOR DESIGNING AND FURNISHING ALL TEMPORARY BRACING AND/ OR SUPPORT THAT MAY SERVICE, IS THE PROPERTY OF JEWELL FORMED OPENINGS WHERE REQUIRED FOR WORK TO BE EMBEDDED IN AND PASSING THROUGH SPECIFICATION. ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. USED IN WHOLE OR IN PART WITHOUT PRIOR CONCRETE MEMBERS. COORDINATE WORK OF OTHER SECTIONS IN FORMING AND SETTING OPENINGS, - MORTAR FOR GLASS UNIT MASONRY: ASTM C270, TYPE N USING PROPERTY SPECIFICATION. WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. ENGINEERS, INC. 11. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS, AND OTHER INSERTS. INSTALL CONCRETE - POINTING MORTAR: ASTM C270, TYPE N, USING PROPORTION SPECIFICATION. CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY IMMEDIATELY. ACCESSORIES STRAIGHT, LEVEL, AND PLUMB. - STAIN RESISTANT POINTING MORTAR: ONE PART PORTLAND CEMENT, 1/8 PART HYDRATED LIME, INFORMATION PERTAINING TO EXISTING FIELD CONDITIONS GIVEN ON THESE STRUCTURAL DRAWINGS 37. APPLY FORM RELEASE AGENT TO FORMWORK PRIOR TO PLACING FORM ACCESSORIES AND AND TWO PARTS GRADED (80 MESH) AGGREGATE, PROPORTIONED BY VOLUME. ADD ALUMINUM REPRESENTS TO THE BEST OF OUR KNOWLEDGE, THE ACTUAL EXISTING FIELD CONDITIONS. JEWELL REINFORCEMENT. DO NOT APPLY FORM RELEASE AGENT WHERE CONCRETE SURFACES WILL RECEIVE TRISTEARATE, CALCIUM STEARATE, OR AMMONIUM STEARATE EQUAL TO 2 PERCENT OF ASSOCIATES MAKES NO WARRANTY AS TO THEIR ACCURACY. CONTRACTOR TO FIELD VERIFY EXISTING [SPECIAL FINISHES] [OR] [APPLIED COVERINGS] AFFECTED BY AGENT. PORTLAND CEMENT BY WEIGHT. CONDITIONS IMPERATIVE TO THE NEW CONSTRUCTION AND REPORT DISCREPANCIES BETWEEN THE 38. CLEAN FORMS AS ERECTION PROCEEDS, TO REMOVE FOREIGN MATTER. - MORTAR FOR FIREBRICK MASONRY: FIRECLAY TYPE. DRAWINGS AND FIELD CONDITIONS TO THE A/E FOR REVIEW. ANY WORK PERFORMED PRIOR TO 39. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK TO BE EMBEDDED IN AND PASSING 13. MORTAR MIXING: RESOLUTION OF DISCREPANCIES BY THE A/E IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO THROUGH CONCRETE MEMBERS. COORDINATE WORK OF OTHER SECTIONS IN FORMING AND SETTING - THOROUGHLY MIX MORTAR INGREDIENTS IN ACCORDANCE WITH ASTM C270 IN QUANTITIES ADDITIONAL COST TO THE CONTRACT. OPENINGS, SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS, AND OTHER INSERTS. INSTALL NEEDED FOR IMMEDIATE USE. 12. CONTRACTOR NOTE: THE BASE OF ALL EXCAVATIONS SHALL BE KEPT FREE OF WATER AND LOOSE SOIL CONCRETE ACCESSORIES STRAIGHT, LEVEL, AND PLUMB. - ADD MORTAR COLOR AND ADMIXTURES. AS NECESSARY PRIOR TO PLACING CONCRETE. CARE SHOULD BE TAKEN DURING EXCAVATION AND CONSTRUCTION TO 40. PLACE FORMED CONSTRUCTION JOINT DEVICE IN FLOOR SLAB IN PATTERN POURING SEQUENCE. 14. GROUT MIXES: MINIMIZE DISTURBANCE OF THE BEARING SOILS THE CONCRETE SHOULD BE PLACED AS SOON AS 41. PLACE JOINT FILLER AT PERIMETER OF FLOOR SLAB, PENETRATIONS, AND ISOLATION JOINTS. - BOND BEAMS, LINTELS, ENGINEERED MASONRY: 3,000 PSI STRENGTH AT 28 DAYS; 8-10 INCHES POSSIBLE AFTER EXCAVATION TO PREVENT EXCESSIVE DRYING OR WETTING OF THE EXCAVATION. 42. INSTALL VOID FORMS. PROTECT FORMS FROM MOISTURE BEFORE CONCRETE PLACEMENT AND FROM SLUMP ; PREMIXED TYPE IN ACCORDANCE WITH ASTM C94/C94M MIXED IN ACCORDANCE WITH 13. FOR APPLICABLE CODES AND STANDARDS, MATERIAL STRENGTHS AND CONSTRUCTION REQUIREMENTS, CRUSHING DURING CONCRETING. ASTM C476 FINE GROUT. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS. 43. PLACE REINFORCEMENT, SUPPORTED AND SECURED AGAINST DISPLACEMENT. 15. GROUT MIXING: 14. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION - 44. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR OTHER FOREIGN COATINGS. - MIX GROUT IN ACCORDANCE WITH ASTM C94/C94M. RESOLVE ANY DISCREPANCY WITH ARCHITECT. DO NOT SCALE DRAWINGS. 45. WELD REINFORCEMENT IN ACCORDANCE WITH AWS D1.4. - DO NOT USE ANTI-FREEZE COMPOUNDS TO LOWER FREEZING POINT OF GROUT. 15. FOR CLARITY, ALL EXTERIOR SLABS AND SIDEWALKS MAY NOT BE SHOWN. FOR EXACT DIMENSIONS, - DO NOT WELD CROSSING REINFORCEMENT BARS FOR ASSEMBLY EXCEPT AS PERMITTED BY 16. APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES. LOCATIONS, JOINTS AND SCORE LINES, SEE ARCHITECTURAL DRAWINGS. ARCHITECT/ENGINEER. 17. INSTALL MORTAR AND GROUT IN ACCORDANCE WITH ACI 530.1 SPECIFICATION FOR MASONRY 16. FOR CLARITY, ALL ROOF, FLOOR AND WALL OPENINGS MAY NOT BE SHOWN ON STRUCTURAL 46. SPACE REINFORCEMENT BARS WITH MINIMUM CLEAR SPACING IN ACCORDANCE WITH ACI 301. STRUCTURES. DRAWINGS. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, 47. MAINTAIN CONCRETE COVER AROUND REINFORCEMENT IN ACCORDANCE WITH ACI 301. 18. TESTING FREQUENCY: ONE SET OF SPECIFIED TESTS FOR EVERY 5,000 SF OF COMPLETED WALL AREA. MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL 48. PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING 19. TESTING OF MORTAR MIX: IN ACCORDANCE WITH ASTM C780. STRUCTURAL DETAILS. VERIFY ALL SIZES, WEIGHTS AND LOCATIONS OF MECHANICAL AND ELECTRICAL AGENT. 20. TESTING OF GROUT MIX: IN ACCORDANCE WITH ASTM C1019. EQUIPMENT, DUCTS, ETC. WITH MECHANICAL AND ELECTRICAL ENGINEERS THROUGH ARCHITECT. 49. SEPARATE SLABS-ON-GRADE FROM VERTICAL SURFACES WITH 1/2 INCH THICK JOINT FILLER, EXTENDED 17. DETAILS MARKED "TYPICAL" MAY OR MAY NOT BE CUT ON PLANS, BUT SHALL APPLY UNLESS NOTED FROM BOTTOM OF SLAB TO WITHIN 1/4 INCH OF FINISHED SLAB SURFACE. OTHERWISE. 50. PLACE CONCRETE CONTINUOUSLY BETWEEN PREDETERMINED EXPANSION, CONTROL AND CAST IN PLACE CONCRETE CONSTRUCTION JOINTS. DO NOT BREAK OR INTERRUPT SUCCESSIVE POURS CREATING COLD JOINTS. 51. PLACE FLOOR SLABS IN EVERY-OTHER LANE-PLACEMENT OR SAW CUT PATTERN INDICATED. 1. PERFORM FORMWORK, SHORING AND BRACING IN ACCORDANCE WITH ACI 301, ACI 318 AND ACI 347 TO 52. WHERE NEW CONCRETE IS DOWELED TO EXISTING WORK, DRILL HOLES IN EXISTING CONCRETE, INSERT CONFORM TO DESIGN AND APPLICABLE CODE REQUIREMENTS TO ACHIEVE CONCRETE SHAPE, LINE AND STEEL DOWELS AND PACK WITH NON-SHRINK GROUT. DIMENSION AS INDICATED ON DRAWINGS. 53. SCREED FLOORS SLABS-ON-GRADE AND CONCRETE BASE FOR TOPPINGS LEVEL OR IN SLOPE PATTERN 2. PERFORM AND FABRICATE CONCRETE REINFORCING WORK IN ACCORDANCE WITH ACI 301, ACI 315, ACI INDICATED IN DRAWINGS. 318. 54. DO NOT REMOVE FORMS OR BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY - PERFORM CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITH ACI 301, ACI 318 ACI 305, AND ITS OWN WEIGHT AND IMPOSED LOADS. ACI 306.1. 55. REMOVE FORMWORK PROGRESSIVELY AND IN ACCORDANCE WITH CODE REQUIREMENTS. 3. SUBMITTALS: 56. PLACE CONCRETE FLOOR TOPPINGS TO REQUIRED LINES AND LEVELS. - SHOP DRAWINGS: INDICATE PERTINENT DIMENSIONING, FORM MATERIALS, ARRANGEMENT OF 57. PRIOR TO PLACING, ROUGHEN CONCRETE BASE COURSE AND REMOVE DELETERIOUS MATERIAL. BROOM JOINTS AND TIES, REINFORCEMENT SIZES, SPACINGS, LOCATIONS, AND QUANTITIES, BENDING AND AND VACUUM CLEAN. CUTTING SCHEDULES, SUPPORTING AND SPACING DEVICES, SIDEWALKS, AND SLABS-ON-GRADE. 58. PLACE REQUIRED DIVIDERS, EDGE STRIPS, REINFORCING AND OTHER ITEMS TO BE CAST IN. - PRODUCT DATA: INDICATE ADMIXTURES AND ANCHORS 59. FINISH CONCRETE FLOOR SURFACES IN ACCORDANCE WITH ACI 301. - DESIGN DATA: SUBMIT MIX DESIGNS 60. UNIFORMLY SPREAD, SCREED, AND FLOAT CONCRETE. 4. FIRE RATED CONSTRUCTION: RATING AS INDICATED ON DRAWINGS. 61. STEEL TROWEL SURFACES RECEIVING FLOOR FINISH MATERIALS OR REMAINING EXPOSED TO VIEW IN - TESTED RATING: DETERMINED IN ACCORDANCE WITH ASTM E119. FINISHED CONSTRUCTION. Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin 62. MAINTAIN SURFACE FLATNESS, WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FT. - PRESCRIPTIVE RATING: DETERMINED IN ACCORDANCE WITH APPLICABLE CODE. Date 5. FORM MATERIALS 63. IN AREAS WITH FLOOR DRAINS, MAINTAIN FLOOR LEVEL AT WALLS AND SLOPE SURFACES UNIFORMLY - PLYWOOD: SOUND UNDAMAGED SHEETS WITH CLEAN TRUE EDGES. TO DRAINS. 12-4-2019 - LUMBER: SPF SPECIES; CONSTRUCTION GRADE. 64. APPLY CONCRETE HARDENER AND COLOR ON FLOOR SURFACES AS SCHEDULED. No. Description Date - PREFABRICATED STEEL TYPE: TIGHT FITTING, STIFFENED TO SUPPORT WEIGHT OF CONCRETE. 65. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT - PAN TYPE: STEEL; OF SIZE AND PROFILE REQUIRED. OR COLD TEMPERATURES, AND MECHANICAL INJURY. - TUBULAR COLUMN TYPE: ROUND, SPIRALLY WOUND LAMINATED MATERIALS, INSIDE SURFACE 66. APPLY SEALER ON FLOOR SURFACES. PLACE ABSORPTIVE MATTING, MOISTEN, AND KEEP DAMP. TREATED WITH RELEASE AGENT, OF SIZE REQUIRED. 67. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR 6. FORM TIES: METAL TYPE OF FIXED LENGTH. PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE FOR NOT LESS THAN 7. WATER STOPS: BENTONITE, MAXIMUM POSSIBLE LENGTHS, PROFILED AS REQUIRED FOR PROJECT 7 DAYS. CONDITIONS. INSTALL WATER STOPS CONTINUOUS WITHOUT DISPLACING REINFORCEMENT. 68. PROVIDE CONCRETE SURFACES TO BE LEFT EXPOSED WITH SMOOTH RUBBED FINISH. 8. VAPOR RETARDER: 69. INSTALL REINFORCEMENT WITHIN TOLERANCES REQUIRED BY ACI 301. - SEE CONCRETE SLAB SCHEDULE. 70. PERFORM FIELD INSPECTION AND TESTING IN ACCORDANCE WITH ACI 301. - INSTALL VAPOR RETARDER UNDER INTERIOR SLABS ON GRADE IN ACCORDANCE WITH ASTM E1643. 71. REINFORCEMENT INSPECTION: LAP JOINTS MINIMUM 6 INCHES AND SEAL WATERTIGHT. - INSPECT FOR CORRECT MATERIALS, FABRICATION, SIZES, LOCATIONS, SPACING, CONCRETE - REPAIR DAMAGED VAPOR RETARDER WITH VAPOR RETARDER MATERIAL, LAP OVER DAMAGED COVER, AND SPLICING. AREAS MINIMUM 6 INCHES AND SEAL WATERTIGHT. 72. FIELD TESTING: 9. FORM RELEASE AGENT: COLORLESS MINERAL OIL NOT CAPABLE OF STAINING CONCRETE OR IMPAIRING - MEASURE SLUMP AND TEMPERATURE FOR EACH COMPRESSIVE STRENGTH CONCRETE SAMPLE. NATURAL BONDING CHARACTERISTICS OF COATING INTENDED FOR USE ON CONCRETE. - MEASURE AIR CONTENT IN AIR ENTRAINED CONCRETE FOR EACH COMPRESSIVE STRENGTH 10. FORMED CONSTRUCTION JOINTS FOR SLAB-ON-GRADE: GALVANIZED STEEL, TONGUE AND GROOVE TYPE CONCRETE SAMPLE. PROFILE, KNOCKOUT HOLES TO RECEIVE DOWELING. 73. CYLINDER COMPRESSIVE STRENGTH TESTING: 11. SLAB EDGE JOINT FILLER: ASTM D1751, PREMOLDED ASPHALTIC BOARD, ½ INCH THICK. - STRENGTH TEST SAMPLES: SAMPLE CONCRETE AND MAKE ONE SET OF FOUR CYLINDERS FOR 12. ALL CONCRETE REINFORCING STEEL IS TO BE ASTM A-615, GRADE 60, LAPS SHALL BE AS FOLLOWS: EVERY 75 CU YDS OR LESS OF EACH CLASS OF CONCRETE PLACED EACH DAY AND FOR EVERY BAR SIZE: #3 #4 #5 #6 #7 #8 #10 5,000 SF OF SURFACE AREA FOR SLABS AND WALLS. LAP LENGTH: 19” 25” 32” 38” 44” 54' 77” - TEST METHOD: ASTM C39. Drawing Name 13. WELDED DEFORMED WIRE FABRIC: ASTM A497; IN FLAT SHEETS AND UNFINISHED. - TEST ACCEPTANCE: IN ACCORDANCE WITH ACI 301. 14. WELDED PLAIN WIRE FABRIC: ASTM A185; IN FLAT SHEETS AND UNFINISHED. - TEST 1 CYLINDER AT 7 DAYS. Structural 15. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS: SIZED AND SHAPED FOR SUPPORT OF REINFORCING; - TEST 2 CYLINDERS AT 28 DAYS. PLASTIC TIPPED OR NON-CORRODING FOR SUPPORTS IN SLABS FORMING FINISHED CEILINGS OR WHERE - RETAIN 1 CYLINDER FOR 45 DAYS FOR TESTING WHEN REQUESTED BY ARCHITECT/ENGINEER. Notes SUPPORTS ARE EXPOSED TO WEATHER. - DISPOSE OF REMAINING CYLINDERS WHEN TESTING IS NOT REQUIRED.

Project number Sheet number H85020 S0.0 UNIT MASONRY STRUCTURAL STEEL FRAMING

1. SECTION INCLUDES BRICK CONCRETE MASONRY UNITS; AND REINFORCEMENT, ANCHORAGE, AND 45. LINTELS: 1. INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, ACCESSORIES. - INSTALL LOOSE STEEL, PRECAST CONCRETE LINTELS OVER OPENINGS. CAMBERS, LOADS, AND WELDED CONNECTIONS. 2. CONCRETE MASONRY UNITS: 1500 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH. - INSTALL REINFORCED UNIT MASONRY LINTELS OVER OPENINGS WHERE STEEL OR PRECAST 2. PERFORM WORK IN ACCORDANCE WITH THE FOLLOWING: 3. SAMPLES: SUBMIT FOUR SAMPLES OF DECORATIVE BLOCK AND FACE BRICK UNITS TO ILLUSTRATE CONCRETE LINTELS ARE NOT SCHEDULED OR INDICATED. - AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. COLOR, TEXTURE AND EXTREMES OF COLOR RANGE. - MAINTAIN MINIMUM 8 INCH BEARING ON EACH SIDE OF OPENING. - AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. 4. PERFORM WORK IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY 46. GROUTED COMPONENTS: - RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. STRUCTURES AND ACI 530.1 SPECIFICATION FOR MASONRY STRUCTURES. - REINFORCE BOND BEAM AND PILASTERS AS DETAILED. 3. FABRICATOR: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION WITH MINIMUM 5 YEARS 5. FIRE RATED WALL / CONSTRUCTION: RATING AS INDICATED ON DRAWINGS. - SUPPORT AND SECURE REINFORCING BARS FROM DISPLACEMENT. EXPERIENCE WITH THE FOLLOWING CURRENT AISC CERTIFICATION: - TESTED RATING: DETERMINED IN ACCORDANCE WITH ASTM E119. - PLACE AND CONSOLIDATE GROUT FILL WITHOUT DISPLACING REINFORCING. - STANDARD STEEL BUILDING STRUCTURES (STD). 6. COLD WEATHER REQUIREMENTS: IN ACCORDANCE WITH ACI 530.1 WHEN AMBIENT TEMPERATURE OR - AT BEARING LOCATIONS, FILL MASONRY CORES WITH GROUT FOR MINIMUM 6 INCHES BOTH SIDES - CONVENTIONAL STEEL BUILDING STRUCTURES (SBD). TEMPERATURE OF MASONRY UNITS IS LESS THAN 40 DEGREES F. OF OPENING. - COMPLEX STEEL BUILDING STRUCTURES (CBD). 7. HOT WEATHER REQUIREMENTS: IN ACCORDANCE WITH ACI 530.1 WHEN AMBIENT TEMPERATURE IS 47. CONTROL AND EXPANSION JOINTS: 4. ERECTOR: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION WITH MINIMUM 5 YEARS GREATER THAN 100 DEGREES F OR AMBIENT TEMPERATURE IS GREATER THAN 90 DEGREES F WITH - INSTALL CONTROL AND EXPANSION JOINTS AT THE FOLLOWING MAXIMUM SPACINGS, UNLESS EXPERIENCE WITH THE FOLLOWING CURRENT AISC CERTICATION: WIND VELOCITY GREATER THAN 8 MPH. OTHERWISE INDICATED ON DRAWINGS: - CERTIFIED STEEL ERECTOR (CSE). 8. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS: ASTM C90; NORMAL WEIGHT. - EXTERIOR WALLS: 20 FEET ON CENTER AND WITHIN 24 INCHES ON ONE SIDE OF EACH INTERIOR - ADVANCED CERTIFIED STEEL ERECTOR (ASCE). 9. SOLID LOAD-BEARING CONCRETE MASONRY UNITS: ASTM; NORMAL WEIGHT. AND EXTERIOR CORNER. 5. SHOP PAINTER: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION WITH MINIMUM 5 10. [HOLLOW] NON-LOAD BEARING CONCRETE MASONRY UNITS: ASTM C129; NORMAL WEIGHT. - INTERIOR WALLS: 30 FEET ON CENTER. YEARS EXPERIENCE WITH THE FOLLOWING CURRENT AISC CERTIFICATION: 11. DECORATIVE CONCRETE MASONRY UNITS: ASTM ASTM C90; NORMAL WEIGHT; COLOR AS SELECTED - AT CHANGES IN WALL HEIGHT. - SOPHISTICATED PAINT ENDORSEMENT – ENCLOSED (P1). 12. CONCRETE BRICK UNITS: ASTM C55, GRADE N; NORMAL - DO NOT CONTINUE HORIZONTAL JOINT REINFORCEMENT THROUGH CONTROL AND EXPANSION - SOPHISTICATED PAINT ENDORSEMENT – COVERED (P2). 13. CONCRETE MASONRY UNIT NOMINAL MODULAR SIZE OF 8 X 16 X 8 INCHES. FURNISH SPECIAL UNITS FOR JOINTS. - SOPHISTICATED PAINT ENDORSEMENT – OUTSIDE (P3). 90 DEGREE CORNERS, BOND BEAMS, LINTELS. - FORM CONTROL JOINT WITH SHEET BUILDING PAPER BOND BREAKER FITTED TO ONE SIDE OF 6. WELDERS AND WELDING PROCEDURES: AWS D1.1 QUALIFIED WITHIN PREVIOUS 12 MONTHS. 14. SINGLE WYTHE JOINT REINFORCEMENT: ASTM A951; TRUSS TYPE; STEEL; 0.188 INCH DIAMETER SIDE HOLLOW CONTOUR END OF BLOCK UNIT. FILL RESULTANT CORE WITH GROUT FILL. RAKE JOINT AT 7. STRUCTURAL W-SHAPES: ASTM A572/A572M; GRADE 50. 560 Sunrise Drive RODS WITH 0.148 INCH DIAMETER CROSS TIES; HOT DIP GALVANIZED. EXPOSED UNIT FACES FOR PLACEMENT OF BACKER ROD AND SEALANT. 8. STRUCTURAL T-SHAPES: CUT FROM STRUCTURAL W-SHAPES. Spring Green, WI 53588 15. MULTIPLE WYTHE JOINT REINFORCEMENT: ASTM A951; TRUSS TYPE; STEEL; WITH MOISTURE DRIP; 0.188 48. BUILT-IN WORK: 9. CHANNELS AND ANGLES: ASTM A36/A36M. phone: 608-588-7484 INCH DIAMETER SIDE RODS WITH 0.148 INCH DIAMETER CROSS TIES; HOT DIP GALVANIZED - AS WORK PROGRESSES, INSTALL BUILT-IN METAL DOOR AND GLAZED FRAMES, FABRICATED 10. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B. fax: 608-588-9322 16. REINFORCING STEEL: ASTM A615/A615M, 60 KSI YIELD GRADE, DEFORMED BILLET BARS, AND UNCOATED METAL FRAMES, WINDOW FRAMES, WOOD NAILING STRIPS, FIREPLACE ACCESSORIES, ANCHOR 11. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM 500, GRADE B. THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF FINISH. BOLTS, PLATES AND OTHER ITEMS TO BE BUILT IN THE WORK FURNISHED BY OTHER SECTIONS. 12. STRUCTURAL PIPE: ASTM A53/A53M, GRADE B. SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE 17. STRAP ANCHORS: BENT STEEL SHAPE, ASTM A153/A153M HOT DIP GALVANIZED. - BED ANCHORS OF METAL DOOR AND GLAZED FRAMES IN ADJACENT MORTAR JOINTS. FILL FRAME 13. STRUCTURAL PLATES AND BARS: ASTM A36/A36M. USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES 18. WALL TIES: CORRUGATED FORMED SHEET METAL; ASTM A153/A153M HOT DIP GALVANIZED. VOIDS SOLID WITH GROUT OR MORTAR. FILL ADJACENT MASONRY CORES WITH GROUT MINIMUM 8 14. BOLTS: ASTM A307; GRADE A AT EXTERIOR LOCATIONS. ENGINEERS, INC. 19. DOVETAIL ANCHORS: BENT STEEL STRAP; ASTM A153/A153M HOT DIP GALVANIZED. INCHES FROM FRAMED OPENINGS. - FINISH: HOT DIPPED GALVANIZED. 20. ANCHOR RODS: ASTM A307; GRADE C; J-SHAPED OR L-SHAPED; COMPLETE WITH WASHERS AND HEAVY 49. CUTTING AND FITTING: 15. HIGH STRENGTH BOLTS: ASTM A325; TYPE 1 AT EXTERIOR LOCATONS. HEX NUTS; SIZED FOR MINIMUM 15 INCH EMBEDMENT. - CUT AND FIT FOR CHASES, PIPES, CONDUIT, SLEEVES, AND GROUNDS. COORDINATE WITH OTHER - FINISH: HOT DIPPED GALVANIZED. 21. FLEXIBLE FLASHINGS: SHEET NEOPRENE; 20 MIL THICK. SECTIONS OF WORK TO PROVIDE CORRECT SIZE, SHAPE, AND LOCATION. 16. NUTS: ASTM A563 HEAVY HEX TYPE AT EXTERIOR LOCATIONS. 22. PRE-COATED GALVANIZED STEEL: ASTM A653/A653M, G90 GAGE CORE STEEL, SHOP PRE-COATED 50. CLEANING: - FINISH: HOT DIPPED GALVANIZED. 23. COPING FLASHING: STAINLESS STEEL, SOFT TEMPER; 0.015 INCH THICK; SMOOTH FINISH; FORMED WITH - REMOVE EXCESS MORTAR AND MORTAR SMEARS AS WORK PROGRESSES. 17. WASHERS: ASTM F436; TYPE 1, CIRCULAR. FURNISH CLIPPED WASHERS WHERE SPACE LIMITATIONS RIBS 3 INCHES ON CENTER FOR INTEGRAL MORTAR BOND. - CLEAN SOILED SURFACES WITH CLEANING SOLUTION. REQUIRE. 24. LAP SEALANT: BUTYL 51. TOLERANCES: - FINISH: HOT DIPPED GALVANIZED. 25. PREFORMED CONTROL JOINTS: NEOPRENE MATERIAL. FURNISH WITH CORNER AND TEE ACCESSORIES. - MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY NON-CUMULATIVE; 1/2 INCH IN TWO 18. ANCHOR RODS: ASTM A307; GRADE A WHERE INDICATED ON DRAWINGS. 26. JOINT FILLER: CLOSED CELL POLYVINYL CHLORIDE; OVERSIZED 50 PERCENT TO JOINT WIDTH; SELF STORIES OR MORE. - SHAPE: HOOKED. EXPANDING; - MAXIMUM VARIATION FROM LEVEL COURSING: 1/8 INCH IN 3 FT AND 1/4 INCH IN 10 FT; 1/2 INCH IN 30 19. THREADED RODS: ASTM A307; GRADE A. 27. NAILING STRIPS: SOFTWOOD, PRESERVATIVE TREATED FOR MOISTURE RESISTANCE, DOVETAIL SHAPE, FT. - FINISH: UNFINISHED. SIZED TO MASONRY JOINTS. 20. WELDING MATERIALS; AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED. 28. CLEANING SOLUTION: NON-ACIDIC, NOT HARMFUL TO MASONRY WORK OR ADJACENT MATERIALS, 21. GROUT: NON-SHRINK TYPE, PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, RECOMMENDED BY MASONRY UNIT MANUFACTURER. CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING MINIMUM 29. PRECAST CONCRETE LINTELS: 3,000 PSI STRENGTH AT 28 DAYS. COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS. 30. VERIFY FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. 22. SHOP PRIMER: SSPC PAINT 15, TYPE 1 RED OXIDE. 31. COORDINATE PLACEMENT OF ANCHORS SUPPLIED BY OTHERS. 23. TOUCH-UP PRIMER: MATCH SHOP PRIMER. 32. MAINTAIN MASONRY COURSES TO UNIFORM DIMENSION. FORM VERTICAL AND HORIZONTAL JOINTS OF 24. TOUCH-UP PRIMER FOR GALVANIZED SURFACES: SSPC PAINT 20 (TYPE I INORGANIC). UNIFORM THICKNESS. 25. SPACE SHEAR STUD CONNECTORS AT 24 INCHES OC, UNLESS INDICATED OTHERWISE ON DRAWINGS. 33. COURSING OF CONCRETE MASONRY UNITS: 26. CONTINUOUSLY SEAL JOINED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH. - BOND: RUNNING. 27. FABRICATE CONNECTIONS FOR BOLT, NUT, AND WASHER CONNECTORS. - COURSING: ONE UNIT AND ONE MORTAR JOINT TO EQUAL 8 INCHES. 28. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP 3. - MORTAR JOINTS: CONCAVE. 29. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIELD WELDED IN 34. COURSING OF BRICK UNITS: CONTACT WITH CONCRETE, OR HIGH STRENGTH BOLTED. - BOND: RUNNING 30. GALVANIZING FOR FASTENERS, CONNECTORS, AND ANCHORS: - COURSING: THREE UNITS AND THREE MORTAR JOINTS TO EQUAL 8 INCHES. - HOT-DIPPED GALVANIZING: ASTM A153/A153M. - MORTAR JOINTS: CONCAVE. 31. SHOP TEST BOLTED AND WELDED CONNECTIONS AS SPECIFIED FOR FIELD QUALITY CONTROL TESTS. 32. WHEN FABRICATOR IS APPROVED BY AUTHORITY HAVING JURISDICTION, SUBMIT CERTICIATE OF 39. PLACING AND BONDING: COMPLIANCE INDICATING WORK PERFORMED AT FABRICATOR’S FACILITY CONFORMS TO CONTRACT - ISOLATE MASONRY PARTITIONS FROM VERTICAL STRUCTURAL FRAMING MEMBERS WITH DOCUMENTS. MOVEMENT JOINT AS INDICATED ON DRAWINGS. - SPECIFIED SHOP TESTS ARE NOT REQUIRED FOR WORK PERFORMED BY APPROVED FABRICATOR. - ISOLATE TOP OF NON-LOAD BEARING MASONRY FROM HORIZONTAL STRUCTURAL FRAMING 33. VERIFY BEARING SURFACES ARE AT CORRECT ELEVATION. MEMBERS AND SLABS OR DECKS WITH COMPRESSIBLE JOINT FILLER. 34. VERIFY ANCHORS RODS ARE SET IN CORRECT LOCATIONS AND ARRANGEMENTS WITH CORRECT 40. WEEPS AND VENTS: INSTALL UV RESISTANT POLYPROPALENE VENTS IN OUTER WYTHE AT 32 INCHES EXPOSURE FOR STEEL ATTACHMENT. OC HORIZONTALLY ABOVE THROUGH-WALL FLASHING, ABOVE SHELF ANGLES AND LINTELS, AND AT 35. FURNISH TEMPLATES FOR INSTALLATION OF ANCHOR RODS AND EMBEDMENTS IN CONCRETE AND BOTTOM OF WALLS. MASONRY WORK. 41. CAVITY WALL: DO NOT PERMIT MORTAR TO DROP OR ACCUMULATE INTO CAVITY AIR SPACE OR TO PLUG 36. ALLOW FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE WEEP HOLES. BUILD INNER WYTHE AHEAD OF OUTER WYTHE TO RECEIVE CAVITY INSULATION SAFE, PLUMB, AND IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT AIR/VAPOR RETARDER ADHESIVE. BRACING. 42. JOINT REINFORCEMENT AND ANCHORAGE - SINGLE WYTHE MASONRY: 37. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. - INSTALL HORIZONTAL JOINT REINFORCEMENT 16 INCHES OC. PLACE JOINT REINFORCEMENT 38. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT/ENGINEER. CONTINUOUS IN FIRST AND SECOND JOINT BELOW TOP OF WALLS. 39. AFTER ERECTION, TOUCH UP WELDS AND ABRASIONS TO MATCH SHOP FINISHES. Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin - PLACE MASONRY JOINT REINFORCEMENT IN FIRST [AND SECOND] HORIZONTAL JOINTS ABOVE 40. GROUT UNDER BASE PLATES IN ACCORDANCE WITH CONCRETE NOTES. Date AND BELOW OPENINGS. EXTEND MINIMUM 16 INCHES EACH SIDE OF OPENING. 41. SHIM BEARING PLATES AND EQUIPMENT SUPPORTS TO PROPER ELEVATION, SNUG TIGHTEN ANCHOR - REINFORCE STACK BONDED UNIT JOINT CORNERS AND INTERSECTIONS WITH STRAP ANCHORS 16 BOLTS. 12-4-2019 INCHES OC. 42. FILL VOID UNDER BEARING SURFACE WITH GROUT. INSTALL AND PACK GROUT TO REMOVE AIR No. Description Date 43. JOINT REINFORCEMENT AND ANCHORAGE - MASONRY VENEER: POCKETS. - INSTALL HORIZONTAL JOINT REINFORCEMENT 16 INCHES OC. PLACE JOINT REINFORCEMENT 43. MOIST CURE GROUT. CONTINUOUS IN FIRST AND SECOND JOINT BELOW TOP OF WALLS. 44. REMOVE FORMS AFTER GROUT IS SET. TRIM GROUT EDGES TO FROM SMOOTH SURFACE, SPLAYED 45 - PLACE MASONRY JOINT REINFORCEMENT IN FIRST [AND SECOND] HORIZONTAL JOINTS ABOVE DEGREES. AND BELOW OPENINGS. EXTEND MINIMUM 16 INCHES EACH SIDE OF OPENING. 45. TIGHTEN ANCHOR BOLTS AFTER GROUT HAS CURED FOR A MINIMUM OF 3 DAYS. - EMBED WALL TIES IN MASONRY BACKING TO BOND VENEER AT MAXIMUM 16 INCHES OC 46. BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC SPECIFICATIONS. VERTICALLY AND 16 INCHES OC HORIZONTALLY. PLACE WALL TIES AT MAXIMUM 8 INCHES OC - VISUALLY INSPECT ALL BOLTED CONNECTIONS. VERTICALLY WITHIN 8 INCHES OF JAMB OF WALL OPENINGS. -OR- - FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF ASTM F959. VERIFY THAT - SECURE WALL TIES / STRAP ANCHOR TO STUD FRAMED BACKING AND EMBED INTO MASONRY GAPS ARE LESS THAN GAPS SPECIFIED IN TABLE 2. VENEER AT MAXIMUM 16 INCHES OC VERTICALLY AND 16 INCHES OC HORIZONTALLY. 47. WELDING: - PLACE WALL TIES AT MAXIMUM 8 INCHES OC VERTICALLY WITHIN 8 INCHES OF JAMB OF WALL - CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. RECORD TYPES AND OPENINGS. LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WORK REQUIRED AND PERFORMED TO - PLACE WALL TIES AT MAXIMUM 8 INCHES ON CENTER HORIZONTALLY WITHIN 8 INCHES OF HEAD CORRECT DEFICIENCIES. AND SILL OF WALL OPENINGS. - VISUALLY INSPECT ALL WELDS. - REINFORCE STACK BONDED UNIT JOINT CORNERS AND INTERSECTIONS WITH STRAP ANCHORS 16 - ULTRASONIC INSPECTION: ASTM E164; PERFORM ON ALL FULL PENETRATION WELDS. INCHES OC. 48. CORRECT DEFECTIVE BOLTED CONNECTIONS AND WELDS. 44. MASONRY FLASHINGS: - EXTEND FLASHINGS HORIZONTALLY THROUGH OUTER WYTHE AT FOUNDATION WALLS, ABOVE LEDGE OR SHELF ANGLES AND LINTELS, UNDER PARAPET CAPS, AT BOTTOM OF WALLS, AND TURN DOWN ON OUTSIDE FACE TO FORM DRIP. - TURN FLASHING UP MINIMUM 8 INCHES AND BED INTO MORTAR JOINT OF MASONRY SEAL TO Drawing Name BACK-UP. - LAP END JOINTS AND SEAL WATERTIGHT. Structural - TURN FLASHING, FOLD, AND SEAL AT CORNERS, BENDS, AND INTERRUPTIONS. Notes

Project number Sheet number H85020 S0.1 560 Sunrise Drive 1 2 3 4 5 6 Spring Green, WI 53588 phone: 608-588-7484 fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR 25' - 0" WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC. TOF = TOP OF FOOTING TOF = 96'-3" TOW = TOP OF WALL TOS = TOP OF SLAB TOW = 100'-0" W-1 37' - 6" SF-1 EXISTING FOUNDATION WITH NEW 6" BRICK LEDGE EL. 96' - 0"

O 5

P 7' - 0"

R S1.1

P A

THICKENED SLAB EDGE

6 EXISTING SLAB

E TOS = 100'-0"

50' - 0" 50' -

F Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

T Date

X E 12-4-2019 No. Description Date

5 S1.1 75' - 0" EXISTING FOUNDATION WITH NEW 6" BRICK LEDGE Drawing Name Foundation Plan 1 Foundation Plan S1.0 3/16" = 1'-0" Project number Sheet number H85020 S1.0 1/2". 24" TYP. 1/4". (2) #6 EACH FACE, TYP. 24" TYP. 1/4". (2) #6 x 4'-0" EACH 1/2" EXPANSION FILLER MATERIAL FACE, TYP.

TROWEL TOP OF WALL SMOOTH EXTERIOR INTERIOR PLACE 6 MIL VAPOR BARRIER SHEET ON TOP OF WALL PRIOR TO POURING SLAB C.J.

CONCRETE SLAB 1 1/2". ON-GRADE . FLEXIBLE PAVEMENT INSULATED SECTION O.H. DOOR DIA EQUAL x x x x x x x x SEALANT B SEE PLAN

SEALANT A TOP OF WALL CONC. APRON COMPRESSION BULB SEAL EQUAL

CONC. FLOOR SLAB

STRUCTURAL BACKFILL 1/2" EXPANSION 3" MAX. 3" MAX. FILLER MAT'L. TYPICAL CONTROL JOINT

TYPICAL RECTANGULAR TYPICAL ROUND OPENING IN FDN. WALL OPENING IN FOUNDATION WALL EQUAL EQUAL NOTES: 1. FILL JOINT WITH SEALANT. TROWEL TOP OF WALL SMOOTH 2. OVER LONG FOUNDATION SPANS EQUALLY SPACE CONTROL JOINTS. PLACE 6 MIL VAPOR BARRIER SHEET 3. COORDINATE CONCRETE FINISH WITH ARCHITECTURAL DRAWINGS. NOTES: NOTES: 560 Sunrise Drive ON TOP OF WALL PRIOR TO 0' - 4" 4. LIMIT SPACING TO 40'-0" 1. APPLIES TO ALL HOLES WHERE DIA. IS 1. APPLIES TO ALL HOLES WHERE Spring Green, WI 53588 POURING SLAB "A" OR "B" IS GREATER OR EQUAL TO FDN 5. CONTROL JOINTS SHOULD COINCIDE WITH MASONRY CMU OR PRECAST. GREATER OR EQUAL TO FDN. THICKNESS phone: 608-588-7484 VENEER CONTROL JOINTS WHERE APPLICABLE. 2. 2'-0" MAX. OPENING U.N.O., TYP. WALL THICKNESS. fax: 608-588-9322 THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL 1 Typ. Section at Door Openings1 2 Overhead Door Sill1 3 Foundation Wall at Control Joint1 4 Typ. Foundation Wall Penetration Reinforcing1 ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE S1.1 S1.1 S1.1 S1.1 USED IN WHOLE OR IN PART WITHOUT PRIOR NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

CONCRETE WALL SCHEDULE THICKNESS VERTICAL Type Mark (T) REINF. HORIZONTAL REINF. REMARKS

TAPER INSULATION AT TOP OF WALL "T" W-1 1' - 0" N/A (2) #4 BARS TOP & BOTTOM CONCRETE SLAB (2) #4 BARS, CONT.

CONCRETE STRIP FOOTING SCHEDULE WIDTH HEIGHT 4" MARK (W) (H) REINFORCING TRANSVERSE DOWELS 2" RIGID INSUL (R10) FOOTING DOWEL TYPES AT FOUNDATION PERIMETER SF-1 1' - 8" 1' - 0" (3) #4 CONT. #4 @ 24" O.C.

DOWEL A STANDARD 90 DEG. HOOK AS SCHEDULED

B STRAIGHT CONCRETE WALL SCHEDULE NOTES: FOOTING DOWEL TYPES A=(W-T)/2 1. TOP OF WALL AND BRICK LEDGE COND. MAY VARY. SEE FOUNDATION PLAN AND SECTIONS VARY, TYPE B DOWELS AS APPLICABLE FOR EXACT WALL GEOMETRY. 8" SHOWN FOR EXAMPLE 2. LIMIT CONCRETE PLACEMENT TO 12'-0" FORM HEIGHT UNLESS OTHERWISE APPROVED BY ONLY. "A" "A" THE ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT HORIZONTAL CONSTRUCTION JOINT PLAN FOR ENGINEERS REVIEW PRIOR TO CONSTRUTION. (2) #4 BARS, LAP SPLICE 3. CONTRACTOR'S CONSTRUCTION METHOD SHALL PROVIDE FOR MAX. CONCRETE DROP = 4'-0" CONT. SEE PLAN DURING PLACEMENT. USE TREMIE TO PREVENT AGGREGATE SEGREGATION. 4. PROVIDE VERTICAL CONTROL JOINTS AT 30'-0" O.C. MAX. SPACING. CONTRACTOR TO SUBMIT T.O.F. CONCRETE PLACEMENT PLAN TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONTROL JOINTS TO ALIGN VERTICALLY AT STACKED LIFT CONSTRUCTION. 1' - 6"

8" 3" CLEAR COVER, TYP. 5. SEE STRUCTURAL NOTES FOR RIGID INSULATION REQUIREMENTS AT EXTERIOR BELOW

"H" ALL SIDES GRADE WALL FACES. 6. SEE CONCRETE SPECIFICATIONS FOR CONCRETE CLASS. FOOTING REINF., CONT. CONCRETE STRIP FOOTING SCHEDULE NOTES: #3 BAR DRILLED & AS SCHEDULED 1. CONCRETE STRIP FOOTINGS ARE OPTIONAL BETWEEN SPREAD FOOTINGS. IF THEY ARE NOT GROUTED INTO EXISTING INSTALLED THE TOP OF FOOTING DIMENSION SHALL BE USED AS THE BOTTOM OF WALL FOUND. WALL @ 18" O.C., DIMENSION. TOP & BOTTOM OF WALL "W" 2. SEE CONCRETE SPECIFICATIONS FOR CONCRETE CLASS. 3. EMBED DOWELS INTO FOOTING, 3" CLEAR COVER FROM BOTTOM OF FOOTING. 4. EXCEPT WHERE SPECIFICALLY NOTED, TYPE "A" FOOTING DOWELS SHALL BE TIED IN PLACE 5 Brick Ledge @ Existing Foundation 7 Concrete Foundation Schedule1 PRIOR TO CONCRETE PLACEMENT. S1.1 NOT TO SCALE S1.1 NOT TO SCALE Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

Date 12-4-2019 No. Description Date

TOP OF FOOTING, PILE CAP OR PIER SLAB-ON-GRADE SCHEDULE

PROVIDE 1 WASHER & MARK DESCRIPTION REMARKS 2 NUTS PER BOLT SLB-1 4" CONCRETE SLAB W/ #4 BAR @ 18" O.C. E.W. 15' O.C. MAX SAWCUTS

AS REQUIRED ANCHOR BOLT PROJECT & THREAD PROJECT

WELDED NUT SLAB-ON-GRADE SCHEDULE NOTES: 1. ALL INTERIOR SLAB-ON-GRADE CONSTRUCTION SHALL INCLUDE 10 MIL POLY VAPOR BARRIER AND MIN. 12" FREE DRAINING GRANULAR BASE COURSE BELOW. 2. SEE CONCRETE NOTES FOR CONCRETE CLASS. 1/2" DIA., 6" EMBEDMENT DIA., 1/2" 8" EMBEDMENT DIA., 5/8" 9" EMBEDMENT DIA., 3/4" 1" DIA., 12" EMBEDMENT 1" DIA., 12"

Drawing Name NOTE: DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED Structural 8 Anchor Bolt - Typical1 Details S1.1 NOT TO SCALE

Project number Sheet number H85020 S1.1 CAULK DRYWALL (SEC. 09250) NOTE: CONTROL JOINTS ARE MET. RUNNER BOTTOM OF DECK METAL STUD (SEC. 09111) REQUIRED ON ALL STRAIGHT RUN METAL STUD / GYPSUM BOARD 2 1/2". CARRING CHANNEL CORNER REINF. (ON ALL WALLS AT 30' MAXIMUM CENTERS SUSPENDED AC TILE TIE WIRE INSIDE CORNERS) (SEC. 09250) AND WHERE SPECIFICALLY NOTED CEILING METAL CORNER BEAD (ON ALL ON FLOOR PLANS OUTSIDE CORNERS) (SEC. 09250) METAL CORNER BEAD (ON ALL OUTSIDE CORNERS) (SEC. 09250) CONTINUOUS BEAD OF SEALANT (SEC. 07920)

FURRING CHANNEL 1/2" DRAWALL CEILING METAL STUD (SEC. 09111) CORNER REINF. 3 5/8". 5/8". METAL STUD LOCATE STEEL STUD AT 5/8". (SEC. 09111) ABUTTING WALL TO ALLOW DRYWALL TO EXTEND THRU - MET. RUNNER CAULK ALL JOINTS AT DRYWALL (SEC. 09250) DRYWALL ATTACH THRU DRYWALL TO FLOOR AND CEILING (SEC. 09250) ADJACENT STUD (TYPICAL) CONTROL JOINT (SEC. 09250)

1 Typical Drywall Wall1 2 Typical Drywall Ends1 3 Typical Drywall Corners1 4 Typical Drywall Control Joint1 S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0"

BOXED DOULBE STEEL STUD AT EVERY JAMB 560 Sunrise Drive (TYPICAL) (SEC. 05400) Spring Green, WI 53588 INFILL STUD phone: 608-588-7484 (SEC. 05400) BOXED DOUBLE STEEL fax: 608-588-9322 STUD AT EVERY JAMB HEADER TRACKS NOTCHED TO THIS DOCUMENT, THE IDEAS AND DESIGNS (TYPICAL) (SEC. 05400) INCORPORATED HEREIN AS AN INSTRUMENT OF FIT METAL JAMB STUDS (SEC. SERVICE, IS THE PROPERTY OF JEWELL 05400) CRIPPLE STUD (SEC. 05400) ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USG #093 CONTROL JOINT STANDARD SCREW ATTACHMENT (SEC. 05400) USED IN WHOLE OR IN PART WITHOUT PRIOR (TYPICAL) - SEE DETAIL DOUBLE METAL STUD HEADER WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES (SEC. 05400) CLIP FLANGE OF ONE TRACK AT LAP JOINT ENGINEERS, INC. FINISH CIELING 7/A506 THIS SHEET 1/8 1-24 TO PROVIDE OVERLAP (SEC. 05400) HEADER TRACKS HOLLOW METAL (SEC. 05400) STANDARD TOP TRACK (SEC. 05400) DOOR FRAME INFILL STUD (SEC. 05400) FINISHED WALL (BELOW) - SEE WALL 1/8 1-24 TYPES FOR SIZES AND FINISHES NOTE: THIS DETAIL IS FOR USE ON HEADER TRACK (SEC. 05400) NON-BEARING STUD WALLS ONLY NOTE: THIS DETAIL IS FOR USE ON - BEARING WALLS MUST BE NON-BEARING STUD WALLS ONLY - BEARING SILL (SEC. 05400) NOTE: THIS DETAIL IS FOR USE ON BOTTOM TRACK DESIGNED AND APPROVED BY WALLS MUST BE DESIGNED AND APPROVED NON-BEARING STUD WALLS ONLY ANCHORED TO FLOOR PROFESSIONAL ARCHITECT / BY PROFESSIONAL ARCHITECT / ENGINEER CRIPPLE STUD (SEC. 05400) - BEARING WALLS MUST BE WITH 3/8" DIAMETER ENGINEER AND INSTALLED PER AND INSTALLED PER CODE REQUIREMENTS DESIGNED AND APPROVED BY EXPANSION ANCHOR AT CODE REQUIREMENTS ADDITIONAL ANCHORAGE PROFESSIONAL ARCHITECT / ALL JAMB LOCATIONS @ JAMB (SEC. 05400) ENGINEER AND INSTALLED PER (SEC. 05400) CODE REQUIREMENTS SCREW ATTACHMENT INFILL STUD (SEC. 05400) LOCATIONS (TYPICAL) - (SEC. 05400) BASE TRACK (SEC. 05400)

5 Typical Door Frame Control Joints1 6 Typical Framing at Doors1 7 Typical Framing at Windows1 8 Typical Top Rack Corner Detail1 S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0"

NOTE: THIS DETAIL IS FOR USE ON NON-BEARING STUD WALLS ONLY - BEARING WALLS MUST BE DESIGNED AND APPROVED BY PROFESSIONAL ARCHITECT / ENGINEER DEFLECTION TRACK SECURED TO AND INSTALLED PER CODE REQUIREMENTS STRUCTURE (SEC. 05400) DEEP LEG DEFLECTION TRACK METAL STUD WALL - SEE WALL (SEC. 05400) TYPES FOR SIZES AND CONFIGURATIONS NOTE: THIS DETAIL IS FOR USE ON NON-RIGID BUILDING STRUCTURE (SEC. 05400) NON-BEARING STUD WALLS ONLY 12" LONG (MINIMUM) STUD - BEARING WALLS MUST BE STANDARD TOP TRACK ATTACHED 1/2" GAP 1/2" PIECE USED AS DESIGNED AND APPROVED BY TO STUD WALL (SEC. 05400) A SPLICE (SEC. 05400) PROFESSIONAL ARCHITECT / NOTE: THIS DETAIL IS FOR USE ON GAP 1/2" STUD WALL - SEE WALL TYPES FOR SIZE ENGINEER AND INSTALLED PER NON-BEARING STUD WALLS ONLY AND CONFIGURATION (SEC. 05400) CODE REQUIREMENTS TYPICAL TOP OR BOTTOM TRACK - BEARING WALLS MUST BE (SEC. 05400) DESIGNED AND APPROVED BY PROFESSIONAL ARCHITECT / DEEP LEG DEFLECTION TRACK TRACK BLOCK PIECE - MATCH WALL STUD ENGINEER AND INSTALLED PER (SEC. 05400) WIDTH - CLIP FLANGE AND BEND - BLOCKS CODE REQUIREMENTS TO BE INSTALLED PER APPROVED SHOP DEFLECTION TRACK AND TOP TRACK STANDARD BOTTOM TRACK DRAWINGS (SEC. 05400) TO REMAIN UNCONNECTED (TYPICAL) E (SEC. 05400) D 2 G TYPICAL SCREW ATTACHMENT PER 1 STANDARD TOP TRACK ATTACHED TYPICAL SCREW ATTACHMENT E / 2 APPROVED SHOP DRAWINGS (SEC. 05400) C " TO STUD WALL (SEC. 05400) (SEC. 05400) L M LOW VELOCITY FASTENER Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin E I A N (SEC. 05400) R . FLAT STRAPS - INSTALL TAUT (SEC. 05400) A N Date C FRAMED WALL (SEC. 05400) E 12-4-2019 No. Description Date 9 Typical Bottom Track Anchorage1 10 Typical Bridging - Double Flat Strap1 11 Typical Deflection Track Detail1 12 Typical Track Splice Connection1 S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0"

STUD WALL TYPES AS 3". SCHEDULED ON PLANS (TYPICAL)

CORBEL OPTION 1 (PREFERRED FOR HEAVY DUTY BLOCKING):

3". 2" THICK TREATED WOOD BLOCKING ATTACHED AT BOTH ENDS WITH 3 (MIN) WOOD SCREWS - HANGER PLATE HEIGHT OF BLOCKING AS REQUIRED FOR OBJECTS BEING MOUNTED (SEC. 05400)

TALL CABINET OPTION 2 (USE ONLY FOR MEDIUM DUTY

3". BLOCKING): 1 1/2" CHANNEL (SEC. 09111) HORIZONTAL METAL TRACK - CUT AND METAL STUD

3". MOLLY TYPE FLATTEN FLANGES TO FORM TABS - SECURE MET. STUD WD BLOCKING WITH 4 SHEET METAL SCREWS PER STUD FASTENER (SEC. 05400) 1 1/2" CHANNEL IN NOTCHED

3". NO. 8 SHEET TOGGLE BOLT METAL SCREW STUD FLANGE (SEC. 09111) TYPICAL BASE OPTION 3 (USE ONLY FOR LIGHT DUTY Drawing Name BLOCKING): 2 - 1/4" BOLTS WELDED BOLT WELDED TO 1 1/2" CHANNEL & WALL CABINET 1 4" WIDE x 16 GAUGE METAL STRAP WITH 3 TO/ " BOLTS 2 - 1/2" WELDED LONG TO 2 20 GA. HOOK METAL PLATE SHEET METAL SCREWS PER STUD HANGER PLATE (SEC. 09250) Framing ATTACH TO 3 STUDS MINIMUM UNLESS NOTED OTHERWISE (SEC. 05400) HEAVY DUTY- PLUMBING FIXTURES, ETC. Details

13 Typical Equipment Blocking1 14 Typical Light Duty - Paper Holders, Etc.1 15 Typical Medium Duty - Grab Bars, Etc.1 16 Typical Heavy Duty - Plumbing Fixtures, Etc.1 S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0" S1.2 1" = 1'-0" Project number Sheet number H85020 S1.2 1/4 4@12

EXISTING STEEL FRAME

550S 162-43 STEEL STUDS @ 16" O.C.

(4) #12-14 HWH SCREWS PER CONNECTION, TYP. STEEL ANGLE OR BENT NEW 8-1/2" x 2-1/2" x 12 GA. ZEE PURLINS 3'-0" MI PLATE, 1/4" THICK, CONT. N. BETWEEN EXISTING PURLINS - 2'-6" O.C. 8-1/2" x 2-1/2" x 11 GA. ZEE PURLINS @ 16" O.C. STEEL TRACK FASCIA (2) #12-14 HWH SCREWS PER STUD

(2) 3/4"Ø A325 BOLT, SINGLE ANGLE CONNECTION

400S 162-33 STEEL FRAMING @ 16" O.C. W8 x 31 MC8 x 18.7 FACIA (2) 550S 162-97 HEADER OVER WINDOWS - FRAME TO (2) 550S 162-97 EXISTING ZEE PURLINS 6" TALL x 1/4" THICK WEB 560 Sunrise Drive STUDS EACH SIDE OF OPENING STIFFENER, EACH SIDE Spring Green, WI 53588 (4) 3/4"Ø A325 BOLTS - DRILL NEW HOLES IN TOP FLANGE OF EXISTING phone: 608-588-7484 BUILDING FRAME. PROVIDE 1/4" WEB STIFFENERS @ EACH BOLTED fax: 608-588-9322 EXISTING STEEL FRAME CONNECTION LOCATION IN W8x31 & EXISTING FRAME THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC. 2 Parapet Framing Detail 3 Entry Framing Detail S2.0 3/4" = 1'-0" S2.0 1/2" = 1'-0"

1 MC8 x 18.7 2 3 4 5 6 3 S2.0

8-1/2" x 2-1/2" ZEE, 12 GA ADDED @ 16" O.C. @ 16" BETWEEN EXISTING PURLINS EXTEND 3'-0" BEYOND FRAME LINE '2'

A 11 GA. 2-1/2" ZEE, 8-1/2" x

2 S2.0

Hillsboro Equipment Store Reedsburg Retail Reedsburg, Wisconsin

U 50' - 0" 50' -

Date

T 12-4-2019

S No. Description Date

B Drawing Name 8-1/2" x 2-1/2" ZEE, 12 GA ADDED BETWEEN EXISTING PURLINS EXTEND 3'-0" BEYOND FRAME LINE '2' Roof 25' - 0" Framing Plan STEEL STUD @ 16" O.C. 1 Roof Framing Plan Project number Sheet number S2.0 3/16" = 1'-0" H85020 S2.0