Building Board Regular Meeting Materials (PDF)

BUILDING BOARD MEETING MONDAY, March 16, 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: March 2, 2026 IV Old Business 1. None V Plans Submitted for Consideration: 1. Resubmittal - New Retail Building – Target, 9034 N. Green Bay Road 2. Resubmittal - New Senior Care Building – Atlas Assisted Living, 4740 W. Bradley Road VI Adjournment Caren Brustmann Caren Brustmann, Village Clerk March 12, 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 March 2, 2026 The meeting was called to order at 4:02 p.m. I ROLL CALL Present: Ryan Thacker, Will Manley, Chris Eger, Nicole Robbins Excused: Mary Buckley Also Present: Nate Piotrowski, Community Development Director; Aaron Hemquist, Arwin Chan, Jeanette Majek-Day, Target; Bill Morris, Samantha Baker, Eihab Atout, Atlas Assisted Living II PERSONS DESIRING TO BE HEARD None III CONSIDERATION OF MINUTES Mr. Eger motioned, and Ms. Robbins seconded to approve the minutes of October 6, 2025. Approval was unanimous. IV OLD BUSINESS 1. None V PLANS SUBMITTED FOR CONSIDERATION The following items were on the agenda for review: 1. Wall Sign – AT&T, 5960 W. Brown Deer Road Mr. Piotrowski reviewed the proposal and noted that the monument sign, which was previously reviewed in 2024, was still larger than allowed per code. He stated that the Board could approve the tenant panel on condition that the monument sign come into compliance. The building wall sign did meet code standards. Mr. Eger motioned for approval of the signs and Ms. Robbins seconded on condition that the tenant panel fit a monument sign that complies with Village code standards. Motion to approve the new signs was unanimous. 2. New Retail Building – Target, 9034 N. Green Bay Road Mr. Piotrowski discussed the proposed development and introduced Aaron Hemquist and Arwin Chan with Target. Mr. Hemquist discussed the site plan details and Arwin Chan discussed the design features of the proposed building. Mr. Eger asked if it was possible to screen the loading dock as that area would be highly visible to the south. Mr. Hemquist stated that landscaping around the perimeter would help to screen the view but if desired an 8’ screen wall could be added. Mr. Eger and other members felt that additional screening beyond landscaping would be preferred. Mr. Eger asked for clarification on the red panels if they were precast or metal based on the reflection shown in the rendering. He added that he was concerned with fading of the panels if precast. Ms. Chan replied that the panels were precast with a Target branded red color that was applied in the field. She noted that this was a specialized paint that was tested for enhanced durability. Mr. Hemquist noted that it is in Target’s best corporate interest to keep the color in good condition and not let it f ad to pink. He stated that they have found that precast works the best to preserve the color over other materials such as wood, metal or EIFS. Mr. Eger asked if some additional visual interest could be added to the north elevation since that would face new residential development. He suggested perhaps adding windows. Ms. Chand replied that additional windows on this elevation were difficult given the interior layout and that target did not wish to use fake windows. Mr. Thacker asked if the textured precast panels could be used on this elevation to provide more visual interest. Ms. Chan stated that they could look to introduce the textured panels and or additional red color to this elevation. Mr. Thacker asked if the screening of the loading docks would be done with cast in place concrete. Mr. Hemquist stated that this was the likely solution. Mr . Thacker encouraged the design team to look at alternative screening materials such as metal or composite to help soften the appearance of the wall. Mr. Manley stated he generally liked the design but had similar concerns about the loading area and north elevation. He asked about the window film that was designated for some of the storefront windows. Ms. Chan stated that some of the lower sections of the window would have a patterned 3M film to hide “back of house” operations but they would be clear above a certain height. She stated that the pattern and design for the film was not yet finalized. A discussion ensued as to requesting an additional review which would show the requested changes. It was consensus of the committee to request a resubmittal of the building plans to show revisions along the north elevation, screening for the loading dock and detail on the film to be used for the storefront windows 3. Building Sign Package- Target, 9034 N. Green Bay Road Mr. Piotrowski introduced the sign package and Janette Majek- Day representing Target . Ms. Majek-Day walked the committee through the various signs proposed for the building. Mr. Eger asked if the signs would be illuminated. Ms. Majek- Day replied that all signs would be internally illuminated. Mr. Eger asked if the signs conformed to code. M r. Piotrowski replied that the code was flexible given the planned development zoning and that generally the scale of this building put it well beyond typical code limits . He noted that really it is up to the Board to determine if the proposed signage matched the aesthetics of the building and did not overwhelm the various elevations. Mr. Thacker stated that he was comfortable with the amount and scale of signage. Mr. Thacker motioned for approval of the signs and Mr. Eger seconded. Motion to approve the new sign package was unanimous. 4. New Senior Care Building – Atlas Assisted Living, 4740 W. Bradley Road Mr. Piotrowski reviewed the proposal and introduced Bill Morris the project architect. Mr. Eger stated that he would prefer to see the monotony of the single windows broken up along with masonry added to the base of the canopy pillars. Mr. Morris stated this is something he could look into. Mr. Thacker agreed that some changes to the windows should be made and suggested that sizing could vary or trim could be added. He stated that spacing should be consistent. Ms. Robbins asked whether landscaping could be used to soften the front elevation. Ms. Baker, the owner, responded that a complete landscape plan is proposed to help provide curb appeal. Mr. Piotrowski noted this plan was previously reviewed and approved by the Beautification Committee. Mr. Eger asked whether the scale and pitch of roof was necessary to hide mechanicals as he was concerned with its scale relative to the vertical wall sections. Mr. Morris replied that the roof was indeed hiding mechanicals but noted that he could explore d ormers to help provide further visual relief to the roof line. Mr. Eger thought that could help along with the possible introduction of different siding material or perhaps a vertical orientation of the siding material. Mr. Thacker asked about the comments the Board made when the project was previously reviewed in 2023. Mr. Piotrowski shared the minutes from the 2023 review and noted that many of the same comments being made reflected concerns from 2023. He added that whi le the designs were conditionally approved in 2023, the delay in construction caused the approval to lapse and there were changes to the building footprint during that time which necessitated a new review. Mr. Manley stated that he would like to see further articulation of the building façade, shared the concern about window placement and sizing and questioned if other siding material could be explored. Mr. Morris said that he could look at other material but ruled out EIFS. It was consensus of the committee to request a resubmittal of the building plans to show revisions to window sizing and placement, additional articulation of the roof line and or front elevation, possible alternative siding material and masonry elements to the base of the canopy VII ADJOURNMENT Mr. Piotrowski moved adjournment. Approval was unanimous. The meeting adjourned at 5:04 p.m. The next regularly scheduled meeting is March 16, 2026 Nate Piotrowski ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Development Director, Village of Brown Deer WI_Brown Deer 2026_March_06 FRONT ELEVATION REAR ELEVATION Precast with texture paint, paint dark 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 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_March_06 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 reveals, paint dark gray Clerestory windows, TYP. Precast with texture paint, paint light gray Precast with texture paint, paint dark gray EL= 140’-0” EL= 124’-8” EL= 124’-8” 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” Precast with texture paint, paint light gray 9’-0” H x 9’ - 0” W(81 sf), Internal illuminated sign Precast with texture paint, paint brand color EL= 108’-0” Precast with reveals, paint dark gray Precast with reveals, paint dark gray WI_Brown Deer 2026_March_06 WI_Brown Deer 2026_March_06 WI_Brown Deer 2026_March_06 WI_Brown Deer 2026_March_06 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 WI_Brown Deer 2026_February_23 LARGE SCALE CURTAIN WALL ELEVATION @ CHECK LANES - EXTERIOR 4 CURTAIN WALL ELEVATION @ ORDER PICKUP STORAGE - EXTERIOR CURTAIN WALL ELEVATION @ ORDER PICKUP STORAGE - EXTERIOR 1 2 CURTAIN WALL ELEVATION @ COMMUNITY LOUNGE - EXTERIOR 3 WINDOW FILM BAHAR PARTOVI /zero.lf/one.lf//zero.lf/nine.lf//two.lf/zero.lf/two.lf/five.lfSingle Entry Window Film P/L P/L P/LP/L P/L P/L P/L P/L W W W W W W W W 10.0' 10.0' 20' SEWER/WATER EASEMENT PER CSM 8940 12' WEPCO & WTC EASEMENT DOC. 3941285 AS SHOWN ON CSM 8940 6.0' 6.0' 20' DRIVEWAY EASEMENT PER CSM 334 & 8940 SEMENT DOC. ON CSM 8940 FOUND 3/4" IRON ROD ASPHALT WEST BRADLEY ROAD 110' PUBLIC R.O.W. ASPHALT GRASS & GRAVEL FOUND 3/4" IRON ROD FOUND 3/4" IRON ROD FOUND 3/4" IRON ROD FOUND 3/4" IRON ROD FOUND RR SPIKE PARCEL 2 CSM 334 PLASTIC FENCE WOOD FENCE WOOD FENCE OHW OHW X X X WOOD FENCE GRASS & GRAVEL ASPHALT ASPHALT CONCRETE ASPHALT ASPHALT FENCE 1.1' NORTH FENCE 4.9' NORTH FENCE 0.8' NORTH FENCE 1.2' SOUTH WOOD PLANTERS TYPICAL TREES 7.0' FENCE 6.7' 3.5' 10.0' 18.7' ASPHALT 0.2' EAST FENCE 6.0' SOUTH CONCRETE CURB CUT CURB CUT CURB CUT CONCRETE WALK CONCRETE CONCRETE E(P) MAPLEHART RIM 104.75 10"SW. 103.03 RIM 105.08 36"E. 97.72 36"W. 97.78 RIM 104.62 10"NE, 102.6± 6"E. 101.76 WATER 101.68 RIM 105.00 12"N. 99.55 RIM 104.96 42"W. 96.85 36"E. 97.18 12"S. 99.43 18"N. NOT OBSERVED RIM 104.01 42"E. 96.5± RIM 104.42 15"S. 101.85 RIM 104.99 15"N. 101.69 18"S. 99.19 STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO E E S. LINE SE 1/4 SECTION 11 BM-BOX ON SW SIDE OF LIGHT POLE BASE, ELEV= 107.69 BM-TOP CENTER NUT ON HYDRANT, ELEV= 107.83 STO STO 3" 14"14" 14"24" 876.89' N88°33'05"E 2674.29' 150.00' 55.01' N00°21'43"W GARAGE BUILDING SHED PROPOSED BUILDING FFE: 107.50 20.0' 20.0' 34.3' 10.8' 33.9' 49.4' 16.7' 9.0' 18.0' 16.0' 24.0' 30.0' 40.0' DUMPSTER ENCLOSURE R10.0' R10.0' R10.0' 5.0' R5.0' ADA RAMP - TYPE 1B C401 CURB CUT OPENINGH C401 CURB CUT OPENINGH C401 8.0' ADA SIGN AND POSTC C401 BIOFILTRATION BASINA C402 BIOFILTRATION BASINA C402 R12.0' R12.0' EX. LIGHT POLE RELOCATION (COORDINATE WITH VILLAGE) 20.5' 12.0' 20.0' 22.4' 5.0' PROPOSED MONUMENT SIGN NEW CURB AND GUTTER TO CLOSE DRIVEWAY 23.0' 28.1' 31.2' 26.5' 5" THICK CONCRETE WALK CONCRETE PAVEMENT ASPHALT SURFACE LEGEND: C401 E C401 F C401 D CURB & GUTTER (ACCEPT) CURB & GUTTER (REJECT) C401 A C401 A GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6. WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7. EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. SITE INFORMATION SITE AREA 49251 1.131 AC SITE DISTURBED AREA 43391 0.996 AC EXISTING IMPERVIOUS AREA 46996 1.079 AC 95.4 % PROPOSED IMPERVIOUS AREA 26605 0.611 AC 54.0 % TOTAL PARKING SPACES 17 ADA PARKING SPACES 2 THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 02 0 4 0 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210THE G R O UP Single Source. Sound Solutions. DRAWN BY: DESIGN DATE: PROJECT NO: CHECKED BY: APPROVED BY: SHEET NO: PLOT DATE: NO. REVISION DATE ISSUANCE DATE ---- ---- 21940 ---- ---- C100 4740 W BRADLEY ROAD 4740 BRADLEY ROAD BROWN DEER, WI 53223 SITE PLAN 2025.09.30 i:\emil ovbiagele\21940 - 4740 bradley road\060 CAD\030_Production Sheets\100_Civil\C100 Site Plan.dwg21940 C100 JRUEDAGUTIERREZ2025.09.30 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 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 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