Building Board Regular Meeting Materials (PDF)

BUILDING BOARD MEETING MONDAY, March 2, 2026 Virtual Meeting Phone/Video 4:00 P.M. PLEASE TAKE NOTICE that a meeting of the Brown Deer Building Board will be held virtually. The public can access this meeting of the Building Board by dialing 1-312-626-6799. The public would then need to enter the code: 838 2556 3899 to join the meeting. The public can also join by video using the following link https://us02web.zoom.us/s/83825563899 Please remember to mute your microphone to reduce background noise. The following items of business will be discussed and possibly acted upon: I Roll Call II Persons Desiring to be Heard III Consideration of Minutes: October 6, 2025 IV Old Business 1. None V Plans Submitted for Consideration: 1. Wall Sign – AT&T, 5960 W. Brown Deer Road 2. New Retail Building – Target, 9034 N. Green Bay Road 3. Building Sign Package- Target, 9034 N. Green Bay Road 4. New Senior Care Building – Atlas Assisted Living, 4740 W. Bradley Road VI Adjournment Caren Brustmann Caren Brustmann, Village Clerk February 25, 2026 PERSONS REQUIRING SPECIAL ACCOMMODATIONS FOR ATTENDANCE AT THE MEETING SHOULD CONTACT THE VILLAGE CLERK AT LEAST ONE BUSINESS DAY PRIOR TO THE MEETING. MINUTES OF THE BROWN DEER BUILDING BOARD Virtual Meeting Phone/Video October 6, 2025 The meeting was called to order at 4:03 p.m. I ROLL CALL Present: Mary Buckley, Ryan Thacker, Will Manley, Chris Eger, Nicole Robbins Excused: None Also Present: Nate Piotrowski, Community Development Director; Paul McKenna, McKenna Real Estate II PERSONS DESIRING TO BE HEARD None III CONSIDERATION OF MINUTES Mr. Eger motioned, and Mr. Manley seconded to approve the minutes of August 18, 2025. Approval was unanimous. IV OLD BUSINESS 1. None V PLANS SUBMITTED FOR CONSIDERATION The following items were on the agenda for review: 1. Contractors Offices/Shops New Building – 7600 N. Teutonia Ave. Mr. Piotrowski reviewed the proposal and introduced Paul McKenna of McKenna Real Estate. Mr. Eger asked for a clarification of the color scheme. Mr. McKenna stated that the roof, trim, and gutters would be matte black and the siding and doors would gray (iron ore) in color. Mr. Manley asked if this was different than the photo examples that were shared in the packet. Mr. McKenna replied that this was a change from the provided images. Mr. Manley asked if there would be individual tenant signs. Mr. McKenna stated that each business would have only a nameplate on a multi-tenant ground sign and only suite numbers or smaller logos on the doors. Ms. Robbins asked about the length of leases for the space. Mr. McKenna replied that the leases would be for a minimum of three year terms. Ms. Robbins asked if there would be any building modifications to accommodate possible tenants. Mr. McKenna said no exterior modifications, but he might allow for interior changes. Mr. Thacker stated that he liked the overall design and the proposed color scheme. Mr. Eger agreed. Mr. Manley motioned for approval and Mr. Eger seconded. Motion to approve the new building was unanimous. VII ADJOURNMENT Mr. Eger motioned to adjourn; Mr. Manley seconded the motion. Approval was unanimous. The meeting adjourned at 4:20 p.m. The next regularly scheduled meeting is November 3, 2025 Nate Piotrowski ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Development Director, Village of Brown Deer WI_Brown Deer 2026_February_23 FRONT ELEVATION REAR ELEVATION Precast with texture paint, paint light gray Precast with texture paint paint dark gray 2’-0” H x 2’-0” W(4 sf), Internal illuminated sign, behind glass Clerestory windows, TYP. 11’-1 5/8” H x 40’ - 5 5/16” W(450.3 sf), Internal illuminated sign EL= 124’-8” EL= 124’-8” Precast with texture paint, paint light gray 8’-1“ Hx14’-6 5/8” W (117.57 sf), Internal illuminated sign EL= 140’-0” 9’-0” H x 9’ - 0” W(81 sf), Internal illuminated sign 23 3/8” H x 18’ - 3 3/4” W(36.62 sf), Internal illuminated sign Precast with texture paint, paint brand color Precast with formliner/reveals, paint dark gray Alum. storefront system, film up @ 10ft EIFS, paint light gray Precast with texture paint, paint light gray 1’-7 3/4” H x 10’ - 11 1/2” W(18.03 sf), Internal illuminated sign Alum. storefront system RIGHT ELEVATION LEFT ELEVATION WI_Brown Deer 2026_February_23 EL= 124’-8” 8’-1 1/2”H x11’-1 3/16”W(89.94 sf) , Internal illuminated sign Precast with texture paint, paint light gray Precast with formliner/reveals, paint dark gray Clerestory windows, TYP. Tilt-Up or Precast with texture paint, paint light gray Tilt-Up or Precast with texture paint, paint dark gray EL= 140’-0” EL= 124’-8” EL= 124’-8” Tilt-Up or Precast with texture paint, paint dark gray Precast with texture paint, paint brand color EIFS, paint light gray Alum. storefront system, film up @ 10ft EL= 140’-0” Tilt-Up or Precast with texture paint, paint light gray 9’-0” H x 9’ - 0” W(81 sf), Internal illuminated sign Tilt-Up or Precast with texture paint, paint brand color WI_Brown Deer 2026_February_23 WI_Brown Deer 2026_February_23 WI_Brown Deer 2026_February_23 WI_Brown Deer 2026_February_23 FRONT ELEVATION 2’-0” H x 2’-0” W(4 sf), Internal illuminated sign, behind glass 11’-1 5/8” H x 40’ - 5 5/16” W(450.3 sf), Internal illuminated sign EL= 124’-8” 8’-1“ Hx14’-6 5/8” W (117.57 sf), Internal illuminated sign EL= 140’-0” 9’-0” H x 9’ - 0” W(81 sf), Internal illuminated sign 23 3/8” H x 18’ - 3 3/4” W(36.62 sf), Internal illuminated sign Precast with texture paint, paint brand color Precast with formliner/reveals, paint dark gray Alum. storefront system, film up @ 10ft EIFS, paint light gray Precast with texture paint, paint light gray 1’-7 3/4” H x 10’ - 11 1/2” W(18.03 sf), Internal illuminated sign Alum. storefront system C-1 Target Red SW #7014 Eider White SW #7018 Dovetail Reveal Patterns on Precast panels SIGN (TYP.) MAJORPROVIDE AT LEAST ONE ACCESSIBILITY ROUTE (WITHIN THE BOUNDRY OF THE SITE) FROM A PUBLIC WAY. MAY BE ADJACENT TO OR SEPERATE FROM A MAIN DRIVE AISLE REFERENCE EXTERIOR SITE DESIGN GUIDELINES FOR APPROVED PLANT PALETTE & LANDSCAPE MATERIAL TARGET STANDARD PARKING BAY WIDTH IS 63' (27' DRIVE AISLES AND 18' STALL LENGTH). MAY VARY BASED ON SITE CONTRAINTS AND/OR AHJ REQUIRMENTS SIGN (TYP.) INFORM CONFIRM DRIVE UP STALL COUNT WITH TARGET CROSSWALK AT GRADE LIGHT POLE (TYP.) CART CORRAL (TYP.) INTERMEDIATE LANDSCAPING ISLANDS IN PARKING LOT. REFERENCE SITE DESIGN FOR APPROVED PLANT GUIDELINES PALETTE AND LANDSCAPE MATERIALS PEDESTRIAN IMPACT AREA (TYP.) STOP SIGN (TYP.) ENLARGED DRIVE AISLE LANDSCAPE ISLAND WITH ORNAMENTAL TREES WHERE TREES ARE AHJ REQUIRED PRIORITIZE DRIVE AISLE LANDSCAPE ISLANDS. MINIMUM SIZE 20' X 40'. REFERENCE EXTERIOR SITE DESIGN GUIDELINES WASTE/RECYCLING CONTAINERS (TYP.) ACCESSIBLE PARKING, VERIFY REQUIRED COUNT PER ADA STATE AND LOCAL CODES ALIGN LANDSCAPE ISLAND WITH DRAIN INLET TO CAPTURE STORMWATER WHEN POSSIBLE LANDSCAPE ISLAND EQUALS FOUR PARKING STALLS WHERE PARKING REQUIRMENTS ALLOW FOR LARGE LANDSCAPE ISLANDS ENLARGED LANDSCAPE ISLANDS REFERENCE - WHERE SITE ALLOWS STORE DESIGN GUIDELINES FOR APPROVED PLANT PALETTE AND LANDSCAPE MATERIALS FRONT OF STORE DRIVE AISLE IS 30' STANDARD. MAY VARY BASED ON SITE CONSTRAINTS AND/OR AHJ REQUIREMENTS EDGE OF CURB & GUTTER FLUSH CURB AT CROSSWALK (TYP.) DRIVE UP BEACON (TYP.) BACK UP GENERATOR TRANSFORMER 1'-0" GRAVEL LANDING STRIP ON VEHICLE FACING SIDE (TYP.) RE3A 4 RE3B 5 MIN. 150'-0" 30'-0"30'-0" (TYP.) 63'-0" TARGET LOADING DOCK AND TRUCK MANEUVERING TO BE CONCRETE PAVEMENT SEE RE1 FOR DOCK AND COMPACTOR DETAILS SEE RE1 FOR SIDEWALK DETAILS DRIVE UP BLADE SIGN (TARGET TO CONFRIM LOCATION) DN DN RE3D 1 RE3D 2 DN RE3A 11 DN SIGHT LINE PLAN NORTH R 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 Drawn By Checked By Project Number Config: RR KEYPLAN NOT FOR CONSTRUCTION 8/13/2025 3:22:50 PM RE2 SINGLE ENTRY ARCHITECTURE REFERENCE MODEL 2025 NEW STORE PROGRAM BUILDING SITE CRITERIA PLAN ANTHONY T. MATHEW S. CRITERIA SCALE: 1" = 40'-0"RE2 1 SITE PLAN RE2 SCALE: 1" = 40'-0"RE2 2 SIGHT LINE SECTION Date No. Description Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 1 #2968 9034 N. Green Bay Road Brown Deer, WI 53209 SIGNAGE SUMMARY / SQFT. FRONT ELEVATION: FREESTANDING: QTY: 1 | | LL132/88 LC-3W | | 444.8 SF QTY: 1 | | LL108-R | | 81.0 SF QTY: 1 | | IL-24-CL | | 37.7 SF QTY: 1 | | DRIVEUP14-W ARROW | | 120.16 SFE D B A | | | | SIGN DESCRIPTION: SIGN TYPE: S.F. TOTALQTY: TOTAL: TBD SQ. FT. DRIVE UP: QTY: 18 | POST AND PANEL DRIVE-UP | TAR-DU-DF | | 5.0 SF 90 SFH ILLUMINATED LOGO / TARGET SIGN ORDER PICKUP ILLUMINATED CVS PHARMACY SIGN ILLUMINATED DRIVE-UP SIGN 444.8 SF 81.0 SF 37.7 SF 120.16 SF QTY: 1 | ILLUMINATED PYLON SIGN | REPLACEMENT PANEL | | TBD SF TBD SFK 701.76 SF ILLUMINATED LOGO SIGN TOTAL QTY: 1 | ILLUMINATED MONUMENT SIGN | MONUMENT SIGN | | 51 SF 51 SFL QTY: 1 | | OPU-LC12-R | | 18.10 SFC 18.10 SF RIGHT SIDE ELEVATION: QTY: 1 | | DRIVEUP20-W | | 43.75 SFF ILLUMINATED DRIVE-UP SIGN 43.75 SF LEFT SIDE ELEVATION: QTY: 1 | | | | G LL108-W 81.0 SF81.0 SFILLUMINATED LOGO SIGN QTY: 2 QTY: 1 | | DRIVE-UP BEACON DRIVE-UP DIRECTIONAL BLADE | | | | | | I M Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 2 SITE PLAN SCALE: NTS AB C D E FG Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 3 COLOR RENDERINGS Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 4 COLOR RENDERINGS Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 5 NOTE: WALL FACADE TYPE TO BE CONFIRMED TO DETERMINE IF PRE-DRILLING FOR ELECTRICAL / MOUNTING HOLES ARE REQUIRED FOR THE SIGNS. FRONT ELEVATION SCALE: 1:450 RIGHT SIDE ELEVATION SCALE: 1:450 40’-5 1/4” 11’-0” 1’-0” 18’-3 15/16” 23 3/8” 11’-3” 7’-7” DRIVE UP SIGNF DRIVE UP SIGNECVS Pharmacy SIGN D BULLSEYE/TARGET SIGN A BULLSEYEB ORDER PICKUP C 9’-0” 9’-0” 11’-0” 14’-9” 7’-7” Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 6 NOTE: WALL FACADE TYPE TO BE CONFIRMED TO DETERMINE IF PRE-DRILLING FOR ELECTRICAL / MOUNTING HOLES ARE REQUIRED FOR THE SIGNS. NOTE: ARCHITECT SCALED DRAWINGS REQUIRED IN ORDER TO VERIFY SCALE ON COLORED RENDERINGS”. LEFT SIDE ELEVATION SCALE: 1:450 9'-0" BULLSEYE G Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 7 FRONT ELEVATION SCALE: 1:450 RIGHT SIDE ELEVATION SCALE: 1:450 DRIVE UP SIGNE 18’-3 15/16” CVS Pharmacy SIGN D BULLSEYE/TARGET SIGN A BULLSEYEB ORDER PICKUP C DRIVE UP SIGNF LEFT SIDE ELEVATION SCALE: 1:450 9’-0” 1’-8”14’-0” 40’-5 1/4” 11'-0" 1’-6” 9’-0” EQ EQEQ EQ 3’-0”9’-0” 23 3/8" EQEQ9’-5”13’-0 5/8” 11’-0” 1’-0”10’-0” 14’-9” 4’-2” EQEQ8’-7” 11’-3” 4’-2”8’-7” BULLSEYE G ALIGN CENTER OF BULLSEYE IN PANEL ALIGN CENTER OF BULLSEYE ON SEAM ALIGN CENTER OF LOGO IN PANEL ALIGN CENTER OF LOGO IN PANEL 455’-0” 304’-0” 304’-0” Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 8 A 444.8sf SQ. FT (1 BOX) SIGN TYPE LL132/88 LC-3W ACRYLIC FACED ILLUMINATED LOGO & LETTERS / LC-3W Scale: 1/4” = 1’-0” 11’-0" 7'-4” (t) 3'-8” 22”22”22” 22” 11’-0" 28’-6 3/8” 40'- 5 1/4” SEAM SEAMSEAM SEAM D D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP. Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 9 1B1A P1P1 P1P1 54 33 6B6A 77 8CC 8 99 1111 12 DD 12 1010 BB P2P2 SECTION DETAIL @ LETTERS N.T.S. SECTION DETAIL @ LOGO/SYMBOL N.T.S. PAIGE L.E.D. TRANSFORMER BOX WITH POWER SUPPLY (OR EQUIVALENT) MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 7328 WHITE 1” .063 FABRICATED RETAINER 1/2” .063 FABRICATED RETAINER .080 x 5” DEEP ALUMINUM RETURN .063 x 5” DEEP ALUMINUM RETURN .080 ALUMINUM BACK .063 ALUMINUM BACK WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 3/8” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1A 1B 3 2 4 5 6A 6B 7 10 8 11 12 9 MATERIALS: WHITE L.E.D.s P1P1 22 3/8” DIA. THREADED ROD 3/8” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 3/8” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 3/8” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 3/8” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 3/8” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” 3/8” LAG SCREW FASTENER SCHEDULE FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 3/8” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 3/8” LAG & SHIELD - TO DISPLAY WHITE DURING DAY / WHITE AT NIGHT ACRYLIC SEAM DETAIL @ LOGO Scale: 1” = 1’-0” 1” x 3/16” CLEAR ACRYLIC GUIDE 1/8” 3/4” 3/8” ASSEMBLY DETAIL AT LOGO SEAM Scale: Not to Scale (6) 3/8” BOLT (6) 3/8” RIVNUT .125 ALUMINUM PLATE WELDED TO LETTER RETURN AND BACK LOGO SECTION MATCH PLATE Scale: 1 1/2” = 1’-0” QTY: 2 PER SEAM 5" 3/4" 1 1/4" 1 1/8" 3/4" 1’-8” 3” 2’-0” 1” x 2” PASS THRU .125 ALUMINUM THRU HOLE 6 1/2" MIN 7" MAX 6" 5" 6" MAX 5 1/2" MIN ILLUMINATION NOTES: LED COLOR: WHITE 6500K SLOAN PRISM 24V 6500K WHITE LED MODS STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü P2 BRIGHT WHITE FINISHES: P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) NOTES: A. NOT USED B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 10 9’-0" ACRYLIC FACED ILLUMINATED LOGO LL96-R Scale: 1/2” = 1’-0” 3'-0” 18”18”18” 18” 9’-0" 81sf SQ. FT (1 BOX) SIGN TYPE LL108-R SEAM SEAM B Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 11 3/8” DIA. THREADED ROD 3/8” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 3/8” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 3/8” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 3/8” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 3/8” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” 3/8” LAG SCREW FASTENER SCHEDULE FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 3/8” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 3/8” LAG & SHIELD ACRYLIC SEAM DETAIL @ LOGO Scale: 1” = 1’-0” 1” x 3/16” CLEAR ACRYLIC GUIDE 1/8” 3/4” 3/8” LOGO SECTION MATCH PLATE Scale: 1 1/2” = 1’-0” QTY: 2 PER SEAM ASSEMBLY DETAIL AT LOGO SEAM Scale: Not to Scale (6) 3/8” BOLT (6) 3/8” RIVNUT5" 3/4" 1 1/4" 1 1/8" 3/4" 1’-0” 3” 1’-4” 1” x 2” PASS THRU .125 ALUMINUM .125 ALUMINUM PLATE WELDED TO LETTER RETURN AND BACK THRU HOLE 1P3 P3 4 3 6 7 8 9 11 D C 12 10 B P2 SECTION DETAIL @ LOGO/SYMBOL N.T.S. P3 2 - TO DISPLAY RED DURING DAY / RED AT NIGHT 6 1/2" MIN 7" MAX 6" PAIGE L.E.D. TRANSFORMER BOX WITH POWER SUPPLY (OR EQUIVALENT) MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 2793 RED (ALTUGLAS OR EQUIV.) 1 1/2” .063 FABRICATED RETAINER 1/2” .063 FABRICATED RETAINER .080 x 5” DEEP ALUMINUM RETURN .080 ALUMINUM BACK WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 3/8” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: ILLUMINATION NOTES: LED COLOR: RED (MINIMUM 635NM PEAK WAVELENGTH – MAXIMUM 660NM PEAK WAVELENGTH) SLOAN PRISM 24V RED LED MODS FINISHES: NOTES: A. NOT USED B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) P2 BRIGHT WHITE P3 MATHEWS MP3909 TARGET RED (GLOSS) RED L.E.D.s PER “ILLUMINATION NOTES” Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 12 1P3 P3 5 3 6 7 8C 9 11 12 D 10 B P2 SECTION DETAIL @ LETTERS N.T.S. MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 2793 RED (ALTUGLAS OR EQUIV.) NOT USED .040 x 5” DEEP ALUMINUM RETURN .063 ALUMINUM BACK 1” “J” PROFILE TRIM CAP PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 1/4” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: 1/4” DIA. THREADED ROD 1/4” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 1/4” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” FASTENER SCHEDULE 1/4” LAG SCREW FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” LAG & SHIELD 1/4” SNAP TOGGLE FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” BLUE & LAG SCREW FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) P3 2 5" 6" MAX 5 1/2" MIN FINISHES: NOTES: A. NOT USED B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü ILLUMINATION NOTES: LED COLOR: RED (MINIMUM 635NM PEAK WAVELENGTH – MAXIMUM 660NM PEAK WAVELENGTH) SLOAN PRISM 24V RED LED MODS P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) P2 BRIGHT WHITE P3 MATHEWS MP3909 TARGET RED (GLOSS) WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC RED L.E.D.s PER “ILLUMINATION NOTES” PAIGE POWER SUPPLY BOX WITH POWER SUPPLY (OR EQUIVALENT) C 18.10sf SQ. FT (1 BOX) SIGN TYPE OPU-LC12-R ACRYLIC FACED ILLUMINATED LETTERS Scale: 3/8” = 1’-0” 1'-0” 11'-0” 1'-7 3/4” Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 13 1P3 P3 5 3 6 7 8C 9 11 12 D 10 B P2 SECTION DETAIL @ LETTERS N.T.S.FINISHES: MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 2793 RED (ALTUGLAS OR EQUIV.) NOT USED .040 x 5” DEEP ALUMINUM RETURN .063 ALUMINUM BACK 1” “J” PROFILE TRIM CAP WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 1/4” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: NOTES: A. NOT USED B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP 1/4” DIA. THREADED ROD 1/4” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 1/4” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” FASTENER SCHEDULE 1/4” LAG SCREW FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” LAG & SHIELD 1/4” SNAP TOGGLE FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” BLUE & LAG SCREW FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü ILLUMINATION NOTES: LED COLOR: RED (MINIMUM 635NM PEAK WAVELENGTH – MAXIMUM 660NM PEAK WAVELENGTH) SLOAN PRISM 24V RED LED MODS RED L.E.D.s PER “ILLUMINATION NOTES” P3 2 P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) P2 BRIGHT WHITE P3 MATHEWS MP3909 TARGET RED (GLOSS) 37.7sf SQ. FT (1 BOX) SIGN TYPE IL-24-CL ACRYLIC FACED ILLUMINATED LETTERS Scale: 3/8” = 1’-0” 5" 6" MAX 5 1/2" MIN PAIGE POWER SUPPLY BOX WITH POWER SUPPLY (OR EQUIVALENT) 18’-3 15/16” 9’-9 7/16”5’-4 5/16”2’-5 11/16” 23 3/8” D Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 14 1P1 P1 5 3 6 7 8C A 9 11 12 D 10 B P2 SECTION DETAIL @ LETTERS N.T.S. MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 7328 WHITE NOT USED .040 x 5” DEEP ALUMINUM RETURN .063 ALUMINUM BACK 1” “J” PROFILE TRIM CAP WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 1/4” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: 1/4” DIA. THREADED ROD 1/4” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 1/4” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” FASTENER SCHEDULE 1/4” LAG SCREW FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” LAG & SHIELD 1/4” SNAP TOGGLE FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” BLUE & LAG SCREW FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) WHITE L.E.D.s PER “ILLUMINATION NOTES” P1 2 P2 BRIGHT WHITE 5" 6" MAX 5 1/2" MIN FINISHES: P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü NOTES: A. DIGITAL PRINT APPLIED FIRST SURFACE AT LOGO B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP PAIGE POWER SUPPLY BOX WITH POWER SUPPLY (OR EQUIVALENT) CAR LOGO COLORS Target Red 186PMS DARK RED 188PMS DARK GRAY 425PMS LIGHT GRAY 421PMS 120.16sf SQ. FT (1 BOX) SIGN TYPE DriveUp14-W Arrow ACRYLIC FACED ILLUMINATED LETTERS Scale: 3/8” = 1’-0” ILLUMINATION NOTES: LED COLOR: WHITE 6500K SLOAN PRISM 24V 6500K WHITE LED MODS 5’-0”1’-8” 7’-7” 14'-9" 5’-0” E Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 15 1P1 P1 5 3 6 7 8C A 9 11 12 D 10 B P2 SECTION DETAIL @ LETTERS N.T.S. MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 7328 WHITE NOT USED .040 x 5” DEEP ALUMINUM RETURN .063 ALUMINUM BACK 1” “J” PROFILE TRIM CAP WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 1/4” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: 1/4” DIA. THREADED ROD 1/4” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 1/4” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” FASTENER SCHEDULE 1/4” LAG SCREW FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” LAG & SHIELD 1/4” SNAP TOGGLE FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” BLUE & LAG SCREW FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) WHITE L.E.D.s PER “ILLUMINATION NOTES” P1 2 P2 BRIGHT WHITE 5" 6" MAX 5 1/2" MIN FINISHES: P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü NOTES: A. DIGITAL PRINT APPLIED FIRST SURFACE AT LOGO B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP PAIGE POWER SUPPLY BOX WITH POWER SUPPLY (OR EQUIVALENT) CAR LOGO COLORS Target Red 186PMS DARK RED 188PMS DARK GRAY 425PMS LIGHT GRAY 421PMS 43.75 sf SQ. FT (1 BOX) SIGN TYPE DriveUp20-W ACRYLIC FACED ILLUMINATED LETTERS Scale: 3/8” = 1’-0” ILLUMINATION NOTES: LED COLOR: WHITE 6500K SLOAN PRISM 24V 6500K WHITE LED MODS F 5’-0”1’-8” 7’-7” 11’-3” 5’-0” Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 16 9’-0" ACRYLIC FACED ILLUMINATED LOGO LL96-R Scale: 1/2” = 1’-0” 3'-0” 18”18”18” 18” 9’-0" 81sf SQ. FT (1 BOX) SIGN TYPE LL108-W SEAM SEAM G Designer: PM TARGET #2968 9034 N. GREEN BAY ROAD, BROWN DEER, WI 53209 HOUSE 11/17/25 KO JMD Z:\Customers\Target\___LOCATIONS\LA\2968 Brown Deer, WI\3. Design\For Design - Original Submittal Client: Address: City/State: Sales: Date: This is an original drawing created by Walton. It is submitted for your personal use, however, it shall at all times remain the property of Walton. It may be used in connection with the project being planned for you by Walton, but not otherwise. You are not authorized to show these drawings to anyone outside your organization, nor is it to be reproduced, used, copied or exhibited in any fashion. Sales: Date: P.M.: Date: Design: Date: Client: Date: Approvals:Revision: R1) 11/28/25 Remove directional blade sign “J” - RH R2) 02/20/25 Add non-illuminated directional blade sign - RH R3) 02/23/25 Add additional drive-up beacon - RH This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. CID351883PAGE SIZE: 11” x 17” Sheet: 17 P1 4 3 6 7 8 9 11 12 10 B P2 SECTION DETAIL @ LOGO/SYMBOL N.T.S. 1/4” DIA. THREADED ROD 1/4” RED HEAD L.D.T. (LARGE DIAMETER TAPCON) 1/4” DIA. HILTI HIT ROD WITH Hy150 MAX ADHESIVE FOR USE WITH CONCRETE, MASONRY AND BRICK EMBED A MIN. OF 3 3/8” 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HIT ROD WITH Hy20 ADHESIVE 1/4” DIA. HILTI HLC SLEEVE ANCHOR FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH CONCRETE BLOCK, BRICK OR CONCRETE, EMBED A MIN OF 2 1/2” FOR USE WITH CONCRETE BLOCK, EMBED A MIN. OF 2” FOR USE WITH CONCRETE, EMBED A MIN. OF 2” FOR USE WITH MASONRYAND BRICK EMBED A MIN. OF 3 3/8” FASTENER SCHEDULE 1/4” LAG SCREW FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” DIA. THREADED ROD & BEARING PLATES FOR USE WITH WOOD, CONCRETE BLOCK OR EIFS WALL SYSTEMS FOR USE WITH WOOD OR EIFS WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” LAG & SHIELD 1/4” SNAP TOGGLE FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP) 1/4” BLUE & LAG SCREW FOR USE WITH WOOD OR STUCCO WALL SYSTEMS. 1-1/2” MIN PENETRATIONS (EXCL. TIP)- TO DISPLAY WHITE DURING DAY / WHITE AT NIGHT 1P1D C P1 2 PAIGE L.E.D. TRANSFORMER BOX WITH POWER SUPPLY (OR EQUIVALENT) MOUNTING SPACERS - 1” MAX / 1/2” MIN. STAND OFF SHORT SHANK FLAT HEAD STAINLESS STEEL SCREWS 3/16” LD MODIFIED ACRYLIC 7328 WHITE 1” .063 FABRICATED RETAINER .080 x 6” DEEP ALUMINUM RETURN .080 ALUMINUM BACK 1” “J” PROFILE TRIM CAP WATER PROOF LOCKABLE DISCONNECT SWITCH BY GC PAIGE WALL BUSTER #980014 PASS THRU KIT with BUSHING 1/4” SS ATTACHMENT HARDWARE PER SITE CONDITIONS # DESCRIPTION 1 3 2 4 5 6 7 10 8 11 12 9 MATERIALS: WHITE L.E.D.s PER “ILLUMINATION NOTES” 6 1/2" MIN 7" MAX 6" STD. BOTTOM LEFT CORNER o o TOP SEE NOTE OF LETTERS / NOT VISIBLE UL LABEL LOCATION ü P2 BRIGHT WHITE FINISHES: P1 MATTHEWS SOA020SP TARGET WHITE (GLOSS) NOTES: A. NOT USED B. 1/4” WEEP HOLES WITH LIGHT BLOCKERS 2 PER LOW SPOT C. SEAL PENETRATIONS WITH BASF-MASTER SEAL NP 150 (OR EQUIVALENT) D. ONE UL LABEL VISIBLE FROM GROUND, OTHERS ON TOP ILLUMINATION NOTES: LED COLOR: WHITE 6500K SLOAN PRISM 24V 6500K WHITE LED MODS 1. All work shall be performed in accordance with all applicable local, federal, state and national codes and ordinances and all authorities having jurisdiction. 2. The Contractor and its Subcontractors shall verify all dimensions and/or discrepancies in plans and report any errors to the Architect prior to commencement of the work, or be responsible for same. 3. Do not scale drawings. Verify all on site dimensions and conditions by each subcontractor. 4. All carpentry, plumbing, mechanical and electrical work is to be coordinated between the trades as part of their installation layout. Verify locations of plumbing and HVAC lines with Builder before installation. 5. On site verification of all dimensions and conditions shall be the responsibility of each subcontractor. 6. Architect shall not have control or charge of, and not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, or for the acts or omissions of the subcontractors, or other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the intent of the contract documents. 7. Verify sizes and installation requirements and specifications of all items supplied by others before proceeding with work related thereto. 8. The commencement of each subcontractor's work shall constitute acceptance of all sub-surfaces. 9. Should unsuitable soil conditions arise, promptly advise the Architect of same before proceeding with any further work. 10. Stock pile material as directed by Owner or Builder, Protect all trees and wetland areas retained on site. Provide erosion control as required by the governing authority. 11. Verify locations of all underground lines before proceeding with sub-soil work. 12. Contact Diggers Hot line 48 hours before any underground work. 13. Each Subcontractor shall obtain and provide necessary bonds, permits and necessary inspections as required by municipal, county, state, federal or other agencies having jurisdiction. 14. Truss manufacturer to design and fabricate floor and roof trusses in accordance with all applicable codes. 15. The minimum live load for floor shall be 50 p.s.f. and the minimum snow load for roofs shall be 35 p.s.f. The minimum dead load for floors and roofs shall be 10 p.s.f. The maximum deflection shall be L/480. All girder trusses shall be designed to accept all concentrated loads as required. Truss drawings shall be submitted to the Builder and shall be sealed by a State of Wisconsin licensed structural engineer or by the truss manufacturers engineer registered in Wisconsin. Truss Manufacturer shall confirm headers and lam beams for truss bearing on all span 16. All concrete and reinforcing work shall conform to ACI specifications and recommendations. All concrete footings shall bear on 3000 p.s.f. minimum soil capacity on virgin ground, minimum 3'-8" below grade. All concrete shall attain a 28-day compressive strength of 4000 P.S.I. for walls slabs; 4000 P.S.I. exterior slab use 6% air entrainment 17. All construction lumber shall be Southern Yellow Pine Fb 1000, E-1.3 #2 or better, unless otherwise noted. All wood in contact with concrete or grade shall be pressure treated. Shim all sill plates and provide sill sealer below plate and grout any gaps greater than ¼". 18. All engineered joists and beams, i.e., micro lams, TJI's, etc. shall be installed in accordance with the manufacturers specifications. 19. Provide doubts cripples under all headers greater than 4'-0". 20. All concentrated loads from headers and beams shall be solid-blocked down to foundation, steel, or girder beams. No back filling of foundation shall occur until floor system is in place to brace top of concrete walls 21. All work shall be performed in a good workmanlike manner. Each subcontractor shall amend and make good at his own cost any defects and other faults in his workmanship and materials. 22. Each contractor to clean up debris inside and outside the building site which has been caused by his work and place in dumpster provide by builder on a daily basis. 23. All electrical work shall conform to the National Electric Code, NEC latest edition and local building code. APPLICABLE CODES: CHAPTER 6 - TYPES OF CONSTRUCTION BUILDING CODE: INTERNATIONAL BUILDING CODE - 2015 AS MODIFIED BY THE WISCONSIN ENROLLED COMMERCIAL BUILDING CODE IN CHAPTERS COMM 61 AND COMM 62. WISCONSIN ADMINISTRATIVE CODE CHAPTER DHS 83 COMMUNITY-BASED RESIDENTIAL FACILITIES NFPA 72, NATIONAL FIRE ALARM CODE, 2022 EDITION NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2002 EDITION. CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION ATLAS - ASSISTED LIVING FACILITY (CBRF CLASS 'C' NON-AMBULATORY (CNA)) SHALL BE ACCORDING TO SECTION 308.3 CONSIDERED, INSTITUTIONAL GROUP I-2 USE. ON USE AND OCCUPANCY 407.2 'CORRIDORS' - CORRIDORS ARE CONTINUOUS TO THE EXITS. 407.2.1 'SPACES OF UNLIMITED AREA' 1) ALL COMMON SPACES OPEN TO THE CORRIDORS SHALL NOT BE OCCUPIED FOR PATIENT SLEEPING ROOMS, TREATMENT ROOMS, OR INCIDENTAL USE AREAS. 2) THE OPEN SPACES SHALL BE PROTECTED W/ AN AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE W/ SECTION 907. 3) THE CORRIDORS ONTO WHICH THE SPACES OPEN SHALL BE EQUIPPED W/ AN AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE W/ SECTION 907. 4) THE SPACE SHALL BE ARRANGED SO AS NOT TO OBSTRUCT ACCESS TO REQUIRED EXITS. 407.3 'CORRIDOR WALLS' - CORRIDOR WALLS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF DECK ABOVE OR TO THE UNDERSIDE OF CEILING ABOVE WHEN CEILING IS CONSTRUCTED TO LIMIT THE TRANSFER OF SMOKE. 407.5 SMOKE COMPARTMENTS CONTAINING PATIENT SLEEPING UNITS SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903. 3.1.1. THE SMOKE COMPARTMENTS SHALL BE EQUIPPED WITH APPROVED QUICK-RESPONSE SPRINKLERS IN ACCORDANCE WITH SECTION 903.3.2 CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS NOTE: THE EXTENT OF THIS PROJECT IS AN ASSISTED LIVING FACILITY CONSTRUCTED W/ MASONRY VENEER AND WOOD STUD EXTERIOR BEARING WALLS, WOOD ROOF TRUSSES & FRAMING, AND WOOD ROOF DECK PROTECTED WHERE REQUIRED BY TABLE 601 WITH 1 HOUR FIRE RESISTANCE RATED PROTECTION. THEREFORE THE CONSTRUCTION CLASSIFICATION FOR THE BUILDING IS TYPE V A. TABLE 503 'ALLOWABLE HEIGHT AND BUILDING AREA' OCCUPANCY GROUP I-2: ACTUAL BUILDING: SINGLE STORY 10,888 SF SECTION 506.3 'AUTOMATIC SPRINKLER SYSTEM INCREASE' FOR SINGLE STORY BUILDINGS EQUIPPED W/ APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE W/ SECTION 903.3.1.1 THE ALLOWABLE AREA IS PERMITTED TO BE INCREASED BY 300 PERCENT. HEIGHT LIMITATION OF 50'-0" ABOVE THE GRADE PLANE AREA LIMITATIONS OF 1 STORIES AT 9,500 SF PER STORY. 32'-8" HIGH CHAPTER 8 - INTERIOR FINISHES 803.1 'GENERAL' - STATES INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED RATINGS: CLASS A: FLAME SPREAD 0 - 25, SMOKED DEVELOPED 0 - 450 CLASS B: FLAME SPREAD 26-75, SMOKED DEVELOPED 0 - 450 CLASS C: FLAME SPREAD 76-200, SMOKED DEVELOPED 0-450 803.3 'STABILITY' - REQUIRES INTERIOR FINISH MATERIAL TO BE APPLIED OR FASTENED IN SUCH A MANNER THAT THE MATERIALS WILL NOT BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 200 DEGREES FAHRENHEIT FOR NOT LESS THAN 30 MINUTES. 803.4.4 'MATERIALS' - REQUIRES INTERIOR OR CEILING FINISHES THAT ARE NOT MORE THAN 0.25 INCHES THICK TO APPLIED DIRECTLY TO A NONCOMBUSTIBLE BACKING, WITH THE EXCEPTION OF CLASS A MATERIALS AND MATERIALS WHERE QUALIFYING TEST WERE MADE WITH THE MATERIAL SUSPENDED OR FURRED OUT FROM A NONCOMBUSTIBLE BACKING. 803.5 'INTERIOR FINISH REQUIREMENTS BASED ON GROUP' - STATES INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THAT SPECIFIED IN TABLE 803.4 FOR THE GROUP AND LOCATION SPECIFIED. TABLE 803.5 REQUIRES THE FOLLOWING IN A SPRINKLERED ASSEMBLY: EXIT ENCLOSURES AND EXIT PASSAGEWAYS - B CORRIDORS - B ROOMS AND ENCLOSED SPACES - B THIS BUILDING MEETS THE REQUIREMENTS OF ALLOWABLE AREA BUILDING PER SECTION 506. 804.4.1 MINIMUM CRITICAL RADIANT FLUX CLASS II (FOR I-2 OCCUPANCIES EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM) AND MATERIALS COMPLYING WITH DOC FR-1 'PILL TEST' (CPSC 16 CFR PART 1630) ARE PERMITTED. 806.1 COMBUSTIBLE DECORATIVE MATERIALS SHALL MEET THE FLAME PROPAGATION CRITERIA OF NFPA 701. CHAPTER 9 - FIRE PROTECTION SYSTEMS 903.2.5 STATES THAT GROUP 'I' IS REQUIRED TO HAVE AN APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT. 907.2.6.2 PROVIDE AUTOMATIC FIRE DETECTION SYSTEM WHERE REQUIRED. THIS BUILDING IS FULLY SPRINKLERED IN ACCORDANCE WITH SECTION 903 (NFPA 13) CHAPTER 7 - FIRE-RESISTANCE-RATED CONSTRUCTION 704.8.2 'FIRST STORY' - IN 'I' OCCUPANCIES, UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY OF EXTERIOR WALLS FACING A STREET THAT HAS A FIRE SEPARATION DISTANCE OF GREATER THAN 15 FEET, OR FACING AN UNOCCUPIED SPACE OF AT LEAST 30 FEET IN WIDTH. 717.4.3 'OTHER GROUPS' - DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. SECTION 602.5 'TYPES V' TYPE 'V' CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS, AND INTERIOR WALLS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. BUILDING ELEMENTS STRUCTURAL FRAME BEARING WALLS NONBEARING WALLS INCLUDING COLUMNS, GIRDERS, TRUSSES EXTERIOR INTERIOR EXTERIOR (TABLE 602) INTERIOR (SECTION 602) FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOIST ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOIST THIS BUILDING IS CLASSIFIED TYPE V-A 1 HOUR 1 HOUR 1 HOUR 0 HOURS 0 HOURS 1 HOUR 1 HOURS APPLICABLE CODES: CHAPTER 6 - TYPES OF CONSTRUCTION BUILDING CODE: INTERNATIONAL BUILDING CODE - 2015 AS MODIFIED BY THE WISCONSIN ENROLLED COMMERCIAL BUILDING CODE IN CHAPTERS COMM 61 AND COMM 62. WISCONSIN ADMINISTRATIVE CODE CHAPTER DHS 83 COMMUNITY-BASED RESIDENTIAL FACILITIES NFPA 72, NATIONAL FIRE ALARM CODE, 2022 EDITION NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2002 EDITION. CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION ATLAS - ASSISTED LIVING FACILITY (CBRF CLASS 'C' NON-AMBULATORY (CNA)) SHALL BE ACCORDING TO SECTION 308.3 CONSIDERED, INSTITUTIONAL GROUP I-2 USE. ON USE AND OCCUPANCY 407.2 'CORRIDORS' - CORRIDORS ARE CONTINUOUS TO THE EXITS. 407.2.1 'SPACES OF UNLIMITED AREA' 1) ALL COMMON SPACES OPEN TO THE CORRIDORS SHALL NOT BE OCCUPIED FOR PATIENT SLEEPING ROOMS, TREATMENT ROOMS, OR INCIDENTAL USE AREAS. 2) THE OPEN SPACES SHALL BE PROTECTED W/ AN AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE W/ SECTION 907. 3) THE CORRIDORS ONTO WHICH THE SPACES OPEN SHALL BE EQUIPPED W/ AN AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE W/ SECTION 907. 4) THE SPACE SHALL BE ARRANGED SO AS NOT TO OBSTRUCT ACCESS TO REQUIRED EXITS. 407.3 'CORRIDOR WALLS' - CORRIDOR WALLS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF DECK ABOVE OR TO THE UNDERSIDE OF CEILING ABOVE WHEN CEILING IS CONSTRUCTED TO LIMIT THE TRANSFER OF SMOKE. 407.5 SMOKE COMPARTMENTS CONTAINING PATIENT SLEEPING UNITS SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903. 3.1.1. THE SMOKE COMPARTMENTS SHALL BE EQUIPPED WITH APPROVED QUICK-RESPONSE SPRINKLERS IN ACCORDANCE WITH SECTION 903.3.2 CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS NOTE: THE EXTENT OF THIS PROJECT IS AN ASSISTED LIVING FACILITY CONSTRUCTED W/ MASONRY VENEER AND WOOD STUD EXTERIOR BEARING WALLS, WOOD ROOF TRUSSES & FRAMING, AND WOOD ROOF DECK PROTECTED WHERE REQUIRED BY TABLE 601 WITH 1 HOUR FIRE RESISTANCE RATED PROTECTION. THEREFORE THE CONSTRUCTION CLASSIFICATION FOR THE BUILDING IS TYPE V A. TABLE 503 'ALLOWABLE HEIGHT AND BUILDING AREA' OCCUPANCY GROUP I-2: ACTUAL BUILDING: SINGLE STORY 10,888 SF SECTION 506.3 'AUTOMATIC SPRINKLER SYSTEM INCREASE' FOR SINGLE STORY BUILDINGS EQUIPPED W/ APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE W/ SECTION 903.3.1.1 THE ALLOWABLE AREA IS PERMITTED TO BE INCREASED BY 300 PERCENT. HEIGHT LIMITATION OF 50'-0" ABOVE THE GRADE PLANE AREA LIMITATIONS OF 1 STORIES AT 9,500 SF PER STORY. 32'-8" HIGH CHAPTER 8 - INTERIOR FINISHES 803.1 'GENERAL' - STATES INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED RATINGS: CLASS A: FLAME SPREAD 0 - 25, SMOKED DEVELOPED 0 - 450 CLASS B: FLAME SPREAD 26-75, SMOKED DEVELOPED 0 - 450 CLASS C: FLAME SPREAD 76-200, SMOKED DEVELOPED 0-450 803.3 'STABILITY' - REQUIRES INTERIOR FINISH MATERIAL TO BE APPLIED OR FASTENED IN SUCH A MANNER THAT THE MATERIALS WILL NOT BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OF 200 DEGREES FAHRENHEIT FOR NOT LESS THAN 30 MINUTES. 803.4.4 'MATERIALS' - REQUIRES INTERIOR OR CEILING FINISHES THAT ARE NOT MORE THAN 0.25 INCHES THICK TO APPLIED DIRECTLY TO A NONCOMBUSTIBLE BACKING, WITH THE EXCEPTION OF CLASS A MATERIALS AND MATERIALS WHERE QUALIFYING TEST WERE MADE WITH THE MATERIAL SUSPENDED OR FURRED OUT FROM A NONCOMBUSTIBLE BACKING. 803.5 'INTERIOR FINISH REQUIREMENTS BASED ON GROUP' - STATES INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THAT SPECIFIED IN TABLE 803.4 FOR THE GROUP AND LOCATION SPECIFIED. TABLE 803.5 REQUIRES THE FOLLOWING IN A SPRINKLERED ASSEMBLY: EXIT ENCLOSURES AND EXIT PASSAGEWAYS - B CORRIDORS - B ROOMS AND ENCLOSED SPACES - B THIS BUILDING MEETS THE REQUIREMENTS OF ALLOWABLE AREA BUILDING PER SECTION 506. 804.4.1 MINIMUM CRITICAL RADIANT FLUX CLASS II (FOR I-2 OCCUPANCIES EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM) AND MATERIALS COMPLYING WITH DOC FR-1 'PILL TEST' (CPSC 16 CFR PART 1630) ARE PERMITTED. 806.1 COMBUSTIBLE DECORATIVE MATERIALS SHALL MEET THE FLAME PROPAGATION CRITERIA OF NFPA 701. CHAPTER 9 - FIRE PROTECTION SYSTEMS 903.2.5 STATES THAT GROUP 'I' IS REQUIRED TO HAVE AN APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT. 907.2.6.2 PROVIDE AUTOMATIC FIRE DETECTION SYSTEM WHERE REQUIRED. THIS BUILDING IS FULLY SPRINKLERED IN ACCORDANCE WITH SECTION 903 (NFPA 13) CHAPTER 7 - FIRE-RESISTANCE-RATED CONSTRUCTION 704.8.2 'FIRST STORY' - IN 'I' OCCUPANCIES, UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY OF EXTERIOR WALLS FACING A STREET THAT HAS A FIRE SEPARATION DISTANCE OF GREATER THAN 15 FEET, OR FACING AN UNOCCUPIED SPACE OF AT LEAST 30 FEET IN WIDTH. 717.4.3 'OTHER GROUPS' - DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. SECTION 602.5 'TYPES V' TYPE 'V' CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS, AND INTERIOR WALLS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. BUILDING ELEMENTS STRUCTURAL FRAME BEARING WALLS NONBEARING WALLS INCLUDING COLUMNS, GIRDERS, TRUSSES EXTERIOR INTERIOR EXTERIOR (TABLE 602) INTERIOR (SECTION 602) FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOIST ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOIST THIS BUILDING IS CLASSIFIED TYPE V-A 1 HOUR 1 HOUR 1 HOUR 0 HOURS 0 HOURS 1 HOUR 1 HOURS CHAPTER 10 - MEANS OF EGRESS TABLE 1004.1.1 'MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT' ACCESSORY STORAGE/MECH. = 646 GROSS SF 646 GROSS SF (1 OCCUPANT / 300 GROSS) = 3 OCCUPANTS ASSEMBLY AREA = 1800 NET SF 1800 NET SF (1 OCCUPANT / 15 NET) = 120 OCCUPANTS BUSINESS AREA = 1.390 GROSS SF 1,390 GROSS SF (1 OCCUPANT / 100 GROSS) = 14 OCCUPANTS INSTITUTIONAL AREAS, SLEEPING AREAS = 5,040 GROSS SF 5,040 GROSS SF (1 OCCUPANT / 120 NET) = 42 OCCUPANTS (ACTUAL RESIDENTS IS 20 MAX.) 1005.1 'EGRESS WIDTH' - TABLE 1005.1 'EGRESS WIDTH PER OCCUPANT SERVED' INSTITUTIONAL, I-2 W/ SPRINKLER = 0.2 INCHES PER OCCUPANT CALCULATION: 20 OCCUPANTS (0.2" / OCCUPANT) = 29.2" OF EGRESS WIDTH (147" PROVIDED) 1014.2 EGRESS THROUGH INTERVENING SPACES EGRESS FROM A ROOM OR SPACE SHALL PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED, ARE NOT A HIGH-HAZARD OCCUPANCY, AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT. 1016.1 'EXIT ACCESS TRAVEL DISTANCE' EXITS SHALL BE SO LOCATED THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL SHALL NOT EXCEED THE DISTANCES GIVEN IN TABLE 1016.1. TABLE 1016.1 'EXIT ACCESS TRAVEL DISTANCE' INSTITUTIONAL, I-2, = 200 FEET OF EXIT DISTANCE WITH A SPRINKLER SYSTEM. 1014.3 ' COMMON PATH OF EGRESS TRAVEL IN I-2 OCCUPANCIES THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET WITH A SPRINKLER SYSTEM. CHAPTER 29 - PLUMBING SYSTEMS TABLE 2902.1 ' MINIMUM NUMBER OF PLUMBING FACILITIES' CALCULATION: TOTAL OCCUPANCY = ACTUAL (INCLUDES 20 RESIDENTS MAX., VISITORS AND EMPLOYEES) 20 RESIDENTS (1 PER ROOM) = 20 W.C. (1 PER ROOM OCCUPANTS BY CODE) (4 ACTUAL) EMPLOYEES (INSTITUTIONAL EMPLOYEE : 1 PER 35 OCCUPANTS) = 1 W.C. 40 VISITORS OCCUPANTS (INSTITUTIONAL VISITORS: 1 PER 100 OCCUPANTS) = 0 W.C. REQUIRED NUMBER OF W.C. = 21 W.C. EXISTING NUMBER OF W.C. = 23 W.C. THEREFORE CONDITIONS ARE MET 64 VISITORS OCCUPANTS (INSTITUTIONAL VISITORS: 1 PER 100 OCCUPANTS) = 1 LAVATORY (4 ACTUAL) EMPLOYEES (INSTITUTIONAL EMPLOYEE : 1 PER 35 OCCUPANTS) = 1 LAVATORY 32 RESIDENTS (INSTITUTIONAL RESIDENT CARE: 1 PER ROOM) = 20 LAVATORIES REQUIRED NUMBER OF LAVATORIES = 21 LAVATORIES EXISTING NUMBER OF LAVATORIES = 23 LAVATORIES THEREFORE CONDITIONS ARE MET 20 RESIDENTS (INSTITUTIONAL RESIDENT CARE: 1 PER 100 OCCUPANTS) = 1/2 D.F. (4 ACTUAL) EMPLOYEES (INSTITUTIONAL EMPLOYEE : 1 PER 100 OCCUPANTS) = 1/8 D.F. 40 VISITORS OCCUPANTS (INSTITUTIONAL VISITORS: 1 PER 500 OCCUPANTS) = 1/5 D.F. REQUIRED NUMBER OF DRINKING FOUNTAINS = 1 D.F. EXISTING NUMBER OF DRINKING FOUNTAINS = 1 D.F. THEREFORE CONDITIONS ARE MET GENERAL NOTES 1. PROVIDE SMOKE SEALS AT BOTTOMS OF CORRIDOR DOORS Sky-Global Product Management 1-800-88-VELUX www.VELUXUSA.com 1418 Evans Pond Road Greenwood, SC 29649 VELUX VELUX is a registered trademark2022 VELUX GROUP FS - Fixed Skylight * BUILDER SERIES SKYLIGHT PRODUCT DIMENSIONS A06 A06 M02 C04 C06 C01 C12 C08 D26* M04 D06* M08 S06 S01 M06 D06* M04 D26* C08 C12 C01 C06 C04 M02 S01 S06 M08 M06 VERTICAL CROSS SECTION Size HORIZONTAL CROSS SECTION METRIC UNITS IMPERIAL UNITS DETAIL 1 Width Frame ApertureFrame Width Aperture Height FrameSkylight Width Frame Height Skylight Height Daylight Area (Sq. Meters) SEE DETAIL1 14-85 3:12 - 137:12 Width Rough Opening Height Rough Opening Size Width Frame ApertureFrame Width Aperture FrameSkylight Width Frame Height Skylight Height Daylight Area (Sq. Feet)Width Rough Opening Height Rough Opening CABINETS — FX2—FIRE-RATED — 14I-102 INSTALLATION AND MAINTENANCE GUIDE TOOLS AND HARDWARE NEEDED: (optional) Screw gun, Universal # 6 x 2-1/2” (6.4 cm) self-drilling screws METAL OR WOOD FRAMING INSTALLATION (FIG 1): 1. Remove all hardware and glazing, unlock cabinet if lock provided. 2. Install a framed opening above, below and at both sides of cabinet opening at specified location. Wall opening width, height and depth must correspond with dimensions indicated in catalog or submittal sheet. 3. Use holes provided in cabinet tub for attaching to studding. If wall configuration does not allow for that, then follow step 4 below; otherwise, skip to step 5. 4. [Drilling Additional Holes] Drill (2) 1/8”(3.2 mm) holes through tub on each side of cabinet. 5. Place cabinet in position and attach with Universal # 6 x 2-1/2” (6.4 cm) self-drilling screws. Be sure not to over-tighten on ei- ther side, which could pull the cabinet out of position in the opening and result in an exposed gap between the cabinet frame and wall opening. 6. Start the screw without completely tightening; then start a screw on the opposite side of the tub. Once all screws are started, tighten each screw in a “criss-cross” pattern. A torque setting of 4-6 is recommended if using a screw gun. 7. Once screws are fully tightened, check cabinet for square and plumb. Adjust if necessary. All interior sides should be straight with no bowing or warping. 8. Check cabinet door assembly for freedom of movement. If it binds, shim as necessary to remove any racking of tub at attach- ments of stud. Cabinet will need to be removed temporarily in order to add shims. 9. Remove protective plastic from acrylic or glass and install decal if intended for glass. (Panorama models glazing is pre-installed 10. Align glazing on inside of door, holding in place while installing glass mounting clips on inside of door. Do not over-tighten. 11. Install handle and roller catch or SAF-T-LOK™ in door. Check alarm if provided. NOTES: For Trimless Cabinets (except Embassy)—see separate installation instructions. See separate Valve and Hose Cabinet installation instructions if knockouts are needed. Note: Drawings shown on this page are examples only of typical installation in a fire-rated wall, and are not to be used as recommendations for wall construction 800-554-6077 sales@activarcpg.com www.activarcpg.com 9702 Newton Av S. Bloomington, MN 55431 | Many Locations Nationwide @ 2023 Activar Construction Products Group, Inc. INSTALLATION AND MAINTENANCE GUIDE 14I-102 The information contained in this document is the sole property of Activar Construction Products Group, Inc. Any reproduc- tion in part of as a whole without the written permission of Activar Construction Products Group, Inc. is prohibited. REV B – JAN 2023 © 15 min 380 48 max 1220 transfer side 12 min 305 24 min 610 36 min 915 15 min 380 42 MIN