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HomeMy WebLinkAbout2026-04-06 I08 Kettlestone Peak Commercial_Revised Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 6, 2026 AGENDA ITEM: Consideration of approval of resolution approving a revised site plan for Kettlestone Peak Commercial (1105 SE Pleasant View Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a revised site plan for a multi-tenant commercial building. . The property is located east of Grand Prairie Parkway and north of SE Pleasant View Drive, containing 5.95-acres. The property is zoned K-RC, Kettlestone Retail Community District. The property is currently under development for a 20,177 square foot multi- tenant commercial/retail building. The original site plan was approved in November 2024. The original site plan included a drive-thru lane at both ends of the building. The revised site plan includes removing the drive-thru lane at the northeast side of the building and a 650 square foot addition on the rear of the building to expand one of the restaurant spaces. Parking will increase by 2 spaces for a total of 228 parking spaces for the site. Parking meets the requirements of the parking ordinance. Utilities have been extended to the site. Stormwater management is provided with the basin to the west of the building. The elevations of the proposed building addition will be constructed of materials to match the previously approved materials including fiber cement siding and brick. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the revised site plan request at their meeting on March 24, 2026, and recommended approval: Approval of a Revised Site Plan for Kettlestone Peak Commercial (1105 SE Pleasant View Drive) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a revised site plan for a multi-tenant commercial building, as requested by Timbercrest Homes, LLC, represented by Jarey Murray of Civil Design Advantage. The property is generally located east of Grand Prairie Parkway and north of SE Pleasant View Drive, containing approximately 5.95-acres. The subject property is under development for a 20,177 square foot multi-tenant commercial/retail building. The original site plan was approved in November 2024. The original site plan included a I8 drive-thru lane at each end of the building. The revised site plan identifies the removal of the drive- thru lane on the northeast side of the building and a 650 square foot addition on the rear of the building to expand one of the restaurant spaces. Parking is proposed to increase by two spaces for a total of 228 parking spaces on the site, which meets the requirements of the Parking Ordinance. Utilities have been extended to the site to serve the proposed use. Stormwater management is provided for in the basin to the west of the building. The proposed addition to the building will utilize materials that will match the previously approved materials including fiber cement siding and brick. The site plan is in conformance with the Site Plan Ordinance Staff recommends approval of the site plan subject to remaining staff comments. Discussion as follows: • Confirmation by city staff that the requested changes are due to a tenant request Motion by Commissioner Broderick for Approval of a Revised Site Plan for Kettlestone Peak Commercial (1105 SE Pleasant View Drive) seconded by Commissioner Lohse. Ayes: Broderick, Streit, Beenken, Lohse, Tuel and Bannister. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE REVISED SITE PLAN FOR KETTLESTONE PEAK COMMERCIAL (1105 SE PLEASANT VIEW DRIVE) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Revised Site Plan for Kettlestone Peak Commercial, subject to remaining staff comments on March 24, 2026; AND, WHEREAS, the Revised Site Plan for Kettlestone Peak Commercial is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Revised Site Plan for Kettlestone Peak Commercial is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 6th day of April, 2026, that the Revised Site Plan for Kettlestone Peak Commercial is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Kettlestone Peak Commercial – Revised Site Plan PREPARED BY: Andy Kass, AICP – Community Development Director REPORT DATE: March 20, 2026 MEETING DATE: March 24, 2026 GENERAL INFORMATION Owner: Timbercrest Homes, LLC Applicant: Timbercrest Homes, LLC Owner’s Representative: Jared Murray, P.E., Civil Design Advantage Request: The applicant is requesting approval of a revised site plan for a multi-tenant commercial building. Location and Size: Property is generally located east of Grand Prairie Parkway and north of SE Pleasant View Drive containing approximately 5.95-acres. Property Address: 1105 SE Pleasant View Drive AREA MAP ABOVE: Aerial of property (outlined in BLUE). March 20, 2026 2 of 2 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Retail Community K-RC (Kettlestone Retail Community District) North Vacant - Undeveloped Retail Community & Multi Family Stacked High K-RR (Kettlestone Retail Regional District) South Vacant – Undeveloped Office K-RR (Kettlestone Retail Regional District) East Vacant – Undeveloped Multi Family Stacked High K-OF (Kettlestone Office District) West Vacant - Undeveloped Office K-OF (Kettlestone Office District) PROJECT DESCRIPTION The subject property is under development for a 20,177 square foot multi-tenant commercial/retail building. The original site plan was approved in November 2024. The original site plan included a drive -thru lane at each end of the building. The revised site plan identifies the removal of the drive-thru lane on the northeast side of the building and a 650 square foot addition on the rear of the building to expand one of the restaurant spaces. Parking is proposed to increase by 2 spaces for a total of 228 parking spaces on the site, which meets the requirements of the Parking Ordinance. UTILITIES Utilities have been extended to the site to serve the proposed use. Stormwater management is provided for in the basin to the west of the building. ARCHITECTURAL The proposed addition to the building will utilize materials that will match the previously approved materials including fiber cement siding and brick. STAFF RECOMMENDATION The site plan is in conformance with the Site Plan Ordinance Staff recommends approval of the site plan subject to remaining staff comments. KETTLESTONE PEAK COMMERCIAL 4121 NW URBANDALE DRIVE, URBANDALE, IOWA 50322 PH: (515) 369-4400 Fax: (515) 369-4410 CIVIL DESIGN ADVANTAGE UTILITY WARNING CONSTRUCTION SCHEDULE DEVELOPMENT SUMMARY SUBMITTAL DATES SURVEYOR ZONING INDEX OF SHEETSVICINITY MAP GENERAL LEGEND ENGINEER OWNER / APPLICANT LEGAL DESCRIPTION DATE OF SURVEY BENCHMARK SITE PLAN FOR: WAUKEE, IOWA l l l l l l l l l l www.iowaonecall.com 1-800-292-8989 ONE CALL IOWA ONE CALL Know what's before you dig. below.Call NOTES KETTLESTONE PEAK COMMERCIAL WAUKEE, IOWA C1.0 CITY OF WAUKEE CORPORATE LIMITS SITE SE UNIVERSITY AVE GR A N D P R A I R I E P K W Y SE A L I C E ' S R D I-80 SE ASHWORTH RD ASHWORTH RD UNIVERSITY AVE PROJECT SITE ADDRESS DE T A I L S CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 C2.0 CLASS 'A' 6" INTEGRAL CURB AND SIDEWALK 12" SUBGRADE PREPARATION ROCK APRON FOR PIPE OUTLET RCP APRON FOOTING DETAIL INTEGRAL 6" STANDARD CURB CURB RAMP FOR CLASS B OR C SIDEWALKDETECTABLE WARNING DETAILHYDRANT ASSEMBLY DETAILHYDRANT ASSEMBLY DETAILSW-203 SANITARY CLEANOUT ° SANITARY SEWER SERVICE RISER DE T A I L S CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 C2.1TYPICAL SIGN POST4'X4' MODIFIED SW-513 INTAKE (ST-2)TYPICAL WET BOTTOM POND SECTION BIKE RACK ORIFICE PLATE DETAIL (ST-3) BUILDING #1 1-STORY 9 SUITES TIMB E R C R E S T H O M E S , L L C SEC 4 - 7 8 - 2 6 ZONI N G : K - O F (KET T L E S T O N E O F F I C E D I S T R I C T ) BRIC K T O W N E P I P E R L C SEC 4 - 7 8 - 2 6 ZONI N G : C - 4 SE PLEASANT VIEW DRIVE GR A N D P R A I R I E P A R K W A Y OV E R A L L L A Y O U T A N D H Y D R A N T C O V E R A G E CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 C3.0 FIRE SAFETY CONSTRUCTION NOTE GR A N D P R A I R I E P A R K W A Y BUILDING #1 1-STORY 9 SUITES 1105 SE PLEASANT VIEW DRIVE SUITE 100 2124 SF SUITE 110 1750 SF SUITE 120 1750 SF SUITE 130 1750 SF SUITE 140 5565 SF SUITE 150 1614 SF SUITE 160 1750 SF SUITE 170 1750 SF SUITE 180 2124 SF CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 DI M E N S I O N P L A N C4.0 TRAFFIC CONTROL NOTES PAVEMENT THICKNESS SIGN LEGEND VAN ACCESSIBLE GENERAL NOTES BUILDING #1 1-STORY 9 SUITES 1105 SE PLEASANT VIEW DRIVE SUITE 100 2124 SF SUITE 110 1750 SF SUITE 120 1750 SF SUITE 130 1750 SF SUITE 140 5565 SF SUITE 150 1614 SF SUITE 160 1750 SF SUITE 170 1750 SF SUITE 180 2124 SF CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 DI M E N S I O N P L A N C4.1 SE PLEASANT VIEW DRIVE GR A N D P R A I R I E P A R K W A Y BUILDING #1 1-STORY 9 SUITES 1105 SE PLEASANT VIEW DRIVE SUITE 100 2124 SF SUITE 110 1750 SF SUITE 120 1750 SF SUITE 130 1750 SF CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 DI M E N S I O N P L A N C4.2 SE PLEASANT VIEW DRIVE BUILDING #1 1-STORY 9 SUITES 1105 SE PLEASANT VIEW DRIVE SUITE 100 2124 SF SUITE 110 1750 SF SUITE 120 1750 SF SUITE 130 1750 SF CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 DI M E N S I O N P L A N C4.3 GR A N D P R A I R I E P A R K W A Y BUILDING #1 F.F.E.=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 GR A D I N G P L A N C5.0 GRADING NOTES AREA OF DISTURBANCE = 5.89 AC BUILDING #1 F.F.E.=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 GR A D I N G P L A N C5.1 SE PLEASANT VIEW DRIVE GR A N D P R A I R I E P A R K W A Y BUILDING #1 F.F.E.=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 GR A D I N G P L A N C5.2 SE PLEASANT VIEW DRIVE BUILDING #1 F.F.E.=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 GR A D I N G P L A N C5.3 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 GR A D I N G P L A N C5.4 DETAIL 'A'DETAIL 'B' DETAIL 'C' DETAIL 'D'DETAIL 'E' DETAIL 'F' DETAIL 'G' TSB #1 R DA #1 5.89 AC l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lll l l SE PLEASANT VI E W D R I V E GR A N D P R A I R I E P A R K W A Y l l l l l l ll l l l l lll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l llllllllllllllllllllllll llllll l l l l ll l l l l l l l lllllllllllllllllllllllllllllllllll l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l EROSION AND SEDIMENT CONTROL PLAN R l l l l l l TSB # SWPPP LEGEND KETTLESTONE PEAK COMMERCIAL VICINITY MAP WAUKEE, IOWA KETTLESTONE PEAK COMMERCIAL DISCHARGE POINT SUMMARY STABILIZATION QUANTITIES ER O S I O N A N D S E D I M E N T C O N T R O L P L A N NOTES: CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 CITY OF WAUKEE CORPORATE LIMITS SITE SE UNIVERSITY AVE GR A N D P R A I R I E P K W Y SE A L I C E ' S R D I-80 SE ASHWORTH RD ASHWORTH RD UNIVERSITY AVE C6.0 GR A N D P R A I R I E P A R K W A Y BUILDING #1 1-STORY 9 SUITES FFE=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 UT I L I T Y P L A N C7.0 UTILITY NOTES BUILDING #1 1-STORY 9 SUITES FFE=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 UT I L I T Y P L A N C7.1 SE PLEASANT VIEW DRIVE GR A N D P R A I R I E P A R K W A Y BUILDING #1 1-STORY 9 SUITES FFE=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 UT I L I T Y P L A N C7.2 SE PLEASANT VIEW DRIVE BUILDING #1 1-STORY 9 SUITES FFE=1046.17 CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 UT I L I T Y P L A N C7.3 SE PLEASANT VIEW DRIVE GR A N D P R A I R I E P A R K W A Y ® ® ® ® ® PLANT SCHEDULE LA N D S C A P E P L A N CI V I L D E S I G N A D V A N T A G E 2408.671 KE T T L E S T O N E P E A K C O M M E R C I A L EN G I N E E R : J M M TE C H : J D S / C W O RE V I S I O N S DA T E WA U K E E , I O W A PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2N D S U B M I T T A L 10 / 0 1 / 2 0 2 4 3R D S U B M I T T A L 10 / 1 5 / 2 0 2 4 4T H S U B M I T T A L 10 / 3 1 / 2 0 2 4 5T H S U B M I T T A L 11 / 1 8 / 2 0 2 4 RE V I S E D S U B M I T T A L 03 / 0 9 / 2 0 2 6 RE V I S E D S U B M I T T A L 03 / 2 4 / 2 0 2 6 L1.0 · · · LANDSCAPE NOTES OPEN SPACE REQUIREMENTS OFF-STREET PARKING AREAS STREET TREE REQUIREMENTS PARKING LANDSCAPE REQUIREMENTS 1 INDICATES GRID NUMBER (HORIZONTAL) OR LETTER (VERTICAL) GRID LINE REFERENCE 1 1 A-1.11 PLAN CALL-OUT REFERENCE INDICATES CALL-OUT NUMBER INDICATES SHEET No. DRAWING IS PLACED ON 100 DOOR TAG INDICATES DOOR NUMBER A WINDOW TAG INDICATES WINDOW LETTER W4 WALL TAG INDICATES NOMINAL WALL THICKNESS INDICATES WALL TYPE (WOOD OR METAL) 1 A-3.01 INDICATES SECTION NUMBER INDICATES SHEET No. DRAWING IS PLACED ON INDICATES DIRECTION SECTION IS LOOKING 1 A-4.01 1 A-5.01 BUILDING SECTION REFERENCE WALL SECTION REFERENCE DETAIL SECTION REFERENCE 1 A-2.01 EXTERIOR ELEVATION REFERENCE INDICATES SECTION NUMBER INDICATES SHEET No. DRAWING IS PLACED ON INDICATES DIRECTION SECTION IS LOOKING INDICATES SECTION NUMBER INDICATES SHEET No. DRAWING IS PLACED ON INDICATES DIRECTION SECTION IS LOOKING INDICATES ELEVATION NUMBER INDICATES SHEET No. DRAWING IS PLACED ON INDICATES DIRECTION ELEVATION IS LOOKING 1 A-7.01 INTERIOR ELEVATION REFERENCE INDICATES SECTION NUMBER INDICATES DIRECTION ELEVATION IS LOOKING INDICATES SHEET No. DRAWING IS PLACED ON 2 3 4 SYMBOLS LEGEND W4 OR PLAN REFERENCES BUILDING SECTION & ELEVATION REFERENCES TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 1 : 5 9 : 5 9 P M COVER MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 SHEET INDEX, GENERAL NOTES, SYMBOLS LEGEND, ARCHITECTURAL ABBREVIATIONS MULLETS RESTAURANT - WAUKEE, IA PERMIT SUBMITTAL ABV. ABOVE A/C AIR CONDITIONING A.C.T. ACOUSTICAL CEILING TILE ADD. ADDENDUM ADJ. ADJACENT ADMIN. ADMINISTRATION A.F.F. ABOVE FINISHED FLOOR A.H.J. AUTHORITY HAVING JURISDICTION A.H.U. AIR HANDLING UNIT A.G.E. ALL GLASS ENTRANCE SYSTEM ALUM. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECT, ARCHITECTURAL A.S.I. ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASSOC. ASSOCIATION; ASSOCIATE AUTO. AUTOMATIC AVG. AVERAGE ARCHITECTURAL ABBREVIATIONS I.D. INTERIOR DESIGN IN. INCH INFO. INFORMATION INSTR. INSTRUMENT INSUL. INSULATION INT. INTERIOR YD. YARD YR. YEAR ABBR. DESCRIPTION ABBR.DESCRIPTION ABBR.DESCRIPTION B. BASE (MILLWORK) BN. BARN BATH. BATHROOM B.F. BOARD FOOT BIT. BITUMINOUS BLDG. BUILDING BLKHD. BULKHEAD BLKG. BLOCKING B.O. BOTTOM OF B.O.D. BASIS-OF-DESIGN BRD. BOARD BSMT. BASEMENT B/T BETWEEN CAB. CABINET C.C.TV. CLOSED CIRCUIT TV C.D. CONSTRUCTION DOCUMENTS CER. CERAMIC C.F. CUBIC FEET C.F.M. CUBIC FEET PER MINUTE C.G. CORNER GUARD C.I. CAST IRON C.I.P. CAST-IN-PLACE CIRC. CIRCUMFERENCE C.J. CONTROL JOINT C/L CENTERLINE CLG. CEILING CLR. CLEAR CLR. OPG. CLEAR OPENING C.M.U. CONCRETE MASONRY UNIT C.O. CLEANOUT COEF. COEFFICIENT COIL. COILING COL. COLUMN COMB. COMBINATION COMP. COMPRESSED, COMPRESSIBLE CONC. CONCRETE COND. CONDITION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CPT. CARPET CSK. COUNTERSINK CSMT. CASEMENT CSWK. CASEWORK CTOP. COUNTERTOP CTSK. COUNTERSUNK CU. CUBIC C.U.H. CABINET UNIT HEATER CU. FT. CUBIC FEET CU. YD. CUBIC YARD CYL. CYLINDER D DEEP D.B. DRAWER BASE (MILLWORK) DBL. DOUBLE D.D. DESIGN DEVELOPMENT DEG. DEGREE DEMO. DEMOLITION DEPT. DEPARTMENT DET. DETAIL D.F. DRINKING FOUNTAIN DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL, DISPENSER DIST. DISTANCE DIV. DIVISION DN. DOWN DS. DOWNSPOUT DTL. DETAIL DWG. DRAWING EA. EACH E.F. EXHAUST FAN E.J. EXPANSION JOINT ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATION EMER. EMERGENCY ENCL. ENCLOSURE ENG. ENGINEER ENTR. ENTRANCE EQ. EQUAL EQUIP. EQUIPMENT EST. ESTIMATE EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR, EXTINGUISH F DEGREES FAHRENHEIT F.A. FIRE ALARM FAB. FABRICATE F.A.C.P. FIRE ALARM CONTROL PANEL FAST. FASTEN, FASTENER F.D. FLOOR DRAIN F.D.C. FIRE DEPARTMENT CONNECTION FDTN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F.E. FINISHED FLOOR ELEVATION F&E FIXTURES AND EQUIPMENT FF&E FIXTURES, FURNISHINGS AND EQUIPMENT FI. FILLER (MILLWORK) FIN. FINISH F.C.O. FLOOR CLEANOUT FLR. FLOOR FLEX. FLEXIBLE FT. FOOT, FEET FTG. FOOTING, FITTING F.R.P. FIBER-REINFORCED PLASTIC FUR. FURRED, FURRING FURN. FURNISH, FURNITURE F.V. FIELD VERIFY H.B. HOSE BIBB H.C. HOLLOW CORE, HANDICAP HDWR. HARDWARE HDR. HEADER HLF. HALF H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HT. HEIGHT HTG. HEATING HTR. HEATER H.V.A.C. HEATING, VENTILATING & AIR CONDITIONING H.W. HOT WATER HWY. HIGHWAY HYD. HYDRAULIC O.A. OUTSIDE AIR OA. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE, OPPOSITE HAND OVHD. OVERHEAD, OVERHEAD DOOR OVHG. OVERHANG OZ. OUNCE JAN. JANITOR JT. JOINT JST. JOIST KG. KILOGRAM KITCH. KITCHEN KM. KILOMETER K.O. KNOCKOUT L.A. LANDSCAPE ARCHITECT LAB. LABORATORY LAM. LAMINATE, LAMINATED LAT. LATERAL LAV. LAVATORY LB. POUND (WEIGHT) LBS. POUNDS L.C.D. LIQUID CRYSTAL DISPLAY L.E.D. LIGHT EMITTING DIODE L.H. LEFT HAND L.F. LINEAR FOOT (FEET) LIN. LINEAR LT. LIGHT, LITE LTG. LIGHTING LVR. LOUVER L.V.T. LUXURY VINYL TILE MACH. MACHINE MAINT. MAINTAIN, MAINTENANCE MAS. MASONRY MATL. MATERIAL MAX. MAXIMUM M.D.F. MEDIUM-DENSITY FIBERBOARD MECH. MECHANICAL MED. MEDICINE MEZZ. MEZZANINE MFR. MANUFACTURE, MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MKBD. MARKERBOARD MLDG. MOLDING MLWK. MILLWORK MM. MILLIMETER MT. MOUNT, MOUNTED MTD. MOUNTED MTL. METAL, MATERIAL MUL. MULLION N/A NOT APPLICABLE NAP. NAPKIN N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.R.C. NOISE REDUCTION COEFFICIENT NRW. NARROW N.T.S. NOT TO SCALE PLAM. PLASTIC LAMINATE PASS. PASSAGE, PASSENGER PBD. PARTICLE BOARD P.C. POLISHED CONCRETED P.C.F. POUNDS PER CUBIC FOOT PERF. PERFORATE, PERFORATED PERP. PERPENDICULAR PLAS. PLASTIC PLBG. PLUMBING PCKT. POCKET P.L.F. POUNDS PER LINEAL FOOT PLT. PLATE PLYWD. PLYWOOD PNT. PAINT POL. POLISH, POLISHED PORC. PORCELAIN PR. PAIR PRHG. PREHUNG PREFAB. PREFABRICATE, PREFABRICATED PROJ. PROJECTOR (CEILING MOUNT, TYP) P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.V.C. POLYVINYL CHLORIDE PVG. PAVING PVMT. PAVEMENT PWR. POWER QUAL. QUALITY Q.T. QUARRY TILE QT. QUART QTR. QUARTER QTY. QUANTITY SALV. SALVAGE SAN. SANITARY S.B. SINK BASE (MILLWORK) SCHED. SCHEDULE S.C. SEALED CONCRETE S.D. SCHEMATIC DESIGN SEC. SECOND, SECONDARY SECT. SECTION SERV. SERVICE SF SQUARE FOOT SHTHG. SHEATHING SHWR. SHOWER SDLT. SIDELITE SIM. SIMILAR SK. SINK SLDG. SLIDING SPEC. SPECIFICATION, SPECIFICATIONS SPKR. SPEAKER SPL. BLK. SPLASH BLOCK SQ. SQUARE S.S. SOLID SURFACE S.T.C. SOUND TRANSMISSION CLASS STD. STANDARD STG. SEATING STL. STEEL STN. STL. STAINLESS STEEL STOR. STORAGE STRUCT. STRUCTURAL, STRUCTURE SUSP. SUSPEND, SUSPENDED S.V. SHEET VINYL SYM. SYMMETRICAL T&B TOP AND BOTTOM T.B.D. TO BE DETERMINED TEL. TELEPHONE TEMP. TEMPORARY, TEMPERED, TEMPERATURE TEXT. TEXTURE T&G TONGUE AND GROOVE THK. THICK THKNS. THICKNESS THRESH. THRESHOLD THRU THROUGH TKBD. TACKBOARD TLT. TOILET (WATER CLOSET) T.O. TOP OF TOL. TOLERANCE T.P. TOILET PAPER (HOLDER) TRANSF. TRANSFORMER TRANSL. TRANSLUCENT TRNSM. TRANSOM TRD. TREAD T.S. TUBE STEEL, TACK STRIP T-STAT THERMOSTAT TV. TELEVISION TYP. TYPICAL TZ. TERRAZZO UNEXC. UNEXCAVATED U.N.O UNLESS NOTED OTHERWISE UR. URINAL UTIL. UTILITY VAR. VARIES V.A.V. VARIABLE AIR VOLUME V.B. VINYL BASE V.C.T VINYL COMPOSITION TILE VENT. VENTILATE, VENTILATOR VERT. VERTICAL VEST. VESTIBULE V.I.F. VERIFY IN THE FIELD (SEE F.V.) VOL. VOLUME VSN. VISION V.T. VINYL TILE V.W.C VINYL WALL COVERING W. WALL HUNG (MILLWORK) W/ WITH W.C. WATER CLOSET W.C.O. WALL CLEAN OUT WD. WOOD W./D. WASHER/DRYER WDW. WINDOW W.F. WIDE FLANGE (STRUCTURAL STEEL) W.H. WATER HEATER W.I.C WALK-IN CLOSET W/O WITHOUT W.R.B WEATHER-RESISTIVE BARRIER WT. WEIGHT W.W.F. WELDED WIRE FABRIC GA. GAUGE GAL. GALLON GALV. GALVANIZED G.C. GENERAL CONTRACTOR GEN. GENERATOR G.F.A. GROSS FLOOR AREA G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTED G.F.I GROUND FAULT INTERRUPTED GLS. GLASS GYP. GYPSUM GYP. BD. GYPSUM BOARD R.A. RETURN AIR RAD. RADIUS R.B. RESILIENT BASE R.C.P. REFLECTED CEILING PLAN R.D. ROOF DRAIN REBAR REINFORCING BAR REF. REFER, REFERENCE REFR. REFRIGERATE, REFRIGERATOR REG. REGULAR REINF. REINFORCE, REINFORCEMENT REQD. REQUIRED RET. RETURN REV. REVISION REVS. REVISIONS RGH. ROUGH R.H. RIGHT HAND RND. ROUND R.O. ROUGH OPENING R.O.W. RIGHT OF WAY RR. RESTROOM R.T.U. ROOFTOP UNIT @ AT & AND " INCH ‘ FOOT # NUMBER, POUND i.e. THAT IS ⌀DIAMETER ACI AMERICAN CONCRETE INSTITUTE ADA AMERICANS WITH DISABILITIES ACT OF 2010 ADAAG AMERICANS WITH DISABILITIES ACT ARCHITECTURAL GUIDELINES AIA AMERICAN INSTITUTE OF ARCHITECTS AIEE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS IBC INTERNATIONAL BUILDING CODE NEC NATIONAL ELECTRICAL CODE UL UNDERWRITERS' LABORATORIES UPC UNIFORM PLUMBING CODE GENERAL ABBREVIATIONS A B C D E F G H I J K L M N O P Q R S T U V W Y ORGANIZATIONS & STANDARDS USE OF CONTRACT DOCUMENTS DRAWINGS SHALL NOT BE REPRODUCED WITHOUT THE EXPRESSED CONSENT, EITHER VERBAL OR WRITTEN, OF TOTAL PROPERTY CONSULTANTS, LLC. GENERAL CONDITIONS AND LIMITATIONS THESE DRAWINGS REPRESENT THE DESIGN INTENT ONLY. THEY DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR MEANS, METHODS, SEQUENCES, PROCEDURES, OR SITE SAFETY. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DI MENSIONS, ELEVATIONS, AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. EXISTING DRAWINGS, SURVEYS, AND BACKGROUND INFORMATION PROVIDED BY OTHERS ARE ASSUMED TO BE ACCURATE. THE ARCHITECT IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN INFORMATION NOT PREPARED BY THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SUBCONTRACTORS. CONFLICTS BETWEEN TRADES SHALL BE RESOLVED BY THE CONTRACTOR PRIOR TO INSTALLATION. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. USE DIMENSIONS PROVIDED ON CONTRACT DOCUMENTS ONLY. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION M EANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, NOR FOR JOB-SITE SAFETY OR THE SAFETY OF WORKERS OR THE PUBLIC. EXISTING CONDITIONS AND CONCEALED CONDITIONS EXISTING CONDITIONS SHOWN ARE BASED ON LIMITED OBSERVATION AND AVAILABLE INFORMATION. CONCEALED OR UNKNOWN CONDITIONS MAY EXIST. DISCOVERY OF CONCEALED OR DIFFERING CONDITIONS MAY REQUIRE DESIGN MODIFICATIONS AND MAY RESULT IN ADDITIONAL SERVICES AND/OR CONSTRUCTION COST AND SCHEDULE IMPACTS. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONDITIONS THAT COULD NOT BE REASONABLY OBSERVED AT THE TIME OF DESIGN. CODE AND REGULATORY NOTES DRAWINGS ARE PREPARED BASED ON THE APPLICABLE CODES AND ORDINANCES IN EFFECT AT THE TIME OF DESIGN. INTERPRETATIONS BY AUTHORITIES HAVING JURISDICTION MAY VARY. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, ORDINANCES, RULES, AND REGULATIONS GOVERNING THE WORK. FINAL APPROVAL OF CODE COMPLIANCE RESTS WITH THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES IMAGE DISCLAIMER: RENDERING SHOWN IS TO COMMUNICATE GENERAL DESIGN INTENT, AND IS NOT A GUARANTEE OF FINAL APPEARANCE. FINAL RESULTS ARE SUBJECT TO DESIGN DEVELOPMENT, MATERIAL AVAILABILITY, CONTRACTOR MEANS AND METHODS, AND FIELD CONDITIONS. CONSULTANT AND DELEGATED DESIGN RESPONSIBILITY WORK SHOWN OR IMPLIED TO BE PERFORMED BY SPECIALTY CONTRACTORS MAY REQUIRE SHOP DRAWINGS, CALCULATIONS, AND ENGINEERING PREPARED BY OTHERS. WHERE DELEGATED DESIGN IS INDICATED OR IMPLIED, THE CONTRACTOR IS RESPONSIBLE FOR RETAINING APPROPRIATELY LICENSED PROFESSIONALS TO PREPARE AND SEAL THOSE DOCUMENTS. REVIEW OF SUBMITTALS BY THE ARCHITECT IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ACCURACY, COMPLETENESS, OR PERFORMANCE. TOLERANCES, PRODUCTS, AND SUBSTITUTIONS ALL MATERIALS AND ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER’S WRITTEN INSTRUCTIONS AND INDUSTRY STANDARDS. THE CONTRACTOR SHALL VERIFY REQUIRED TOLERANCES PRI OR TO FABRICATION AND INSTALLATION. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT. COORDINATION AND CLARIFICATIONS IN THE EVENT OF CONFLICTS BETWEEN DRAWINGS, SPECIFICATIONS, DETAILS, NOTES, ETC, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DETAILS ARE DIAGRAMMATIC AND MAY NOT SHOW ALL CONDITIONS. SIMILAR CONDITIONS SHALL BE TREATED SIMILARLY UNLESS NOTED OTHERWISE. I HEARBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. PAGES OR SHEETS COVERED BY THIS SEAL JOSHUA F. RIDGELY LICENSE NO. DATE LICENSE RENEWAL DATE: G / SPX / A-SERIES 06/30/2027 01/30/2026 6475 SHEET INDEX SHEET NO. SHEET NAME COVER SHEET INDEX, GENERAL NOTES, SYMBOLS LEGEND, ARCHITECTURAL ABBREVIATIONS G-101 CODE ANALYSIS PLANS & REVIEW G-102 TYPICAL CODE/ HARDWARE & ACCESSIBILITY DRAWINGS SPX-101 SPECIFICATIONS SPX-102 SPECIFICATIONS AD-101 MAIN LEVEL PLAN - DEMOLITION A-101 MAIN LEVEL PLAN & WALL TYPES A-200 EXTERIOR ELEVATIONS AND PATIO SECTION A-500 DETAILS A-600 DOOR SCHEDULE / FIXTURE &EQUIPMENT SCHEDULE / FINISH KEY A-701 INTERIOR ELEVATIONS A-702 INTERIOR ELEVATIONS A-801 MAIN LEVEL REFLECTED CEILING PLAN A-901 INTERIOR FINISH PLAN SHEET TOTAL: 14 FB-1 *FB-1 FP-1 F/SB-1 FB-2 FW-2 SP-0 FP-1/2 EFS 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 14 " x 4 8 " 5-T ( 8 6 " ) 21" x 36" 4-T (63")18 " x 6 0 " 4-T ( 6 3 " ) 18 " x 6 0 " 4-T ( 6 3 " ) 18 " x 6 0 " 4-T ( 6 3 " ) 18 " x 6 0 " 4-T ( 6 3 " ) 18 " x 4 8 " 4-T ( 6 3 " ) 18 " x 3 6 " 4-T ( 6 3 " ) 18 " x 3 6 " 4-T ( 6 3 " ) 18" x 30" 5-T (86") CODE ANALYSIS SYMBOLS LEGEND FE (TYPE)FIRE EXTINGUISHER MINIMUM EXIT WIDTH CAPACITY REQUIRED EXIT WIDTH PROVIDED5" 25 OCC 34" (0.2) # OF OCCUPANTS AT EXIT EGRESS WIDTH RATIO (PER IBC, 1005) B-BUSINESS (ROOM NAME) # SF # OCC - 1 EXIT(S) REQ'D # / SF (GROSS/NET) ###ROOM AREA OCCUPANCY GROUP OCCUPANCY CLASSIFICATION # OF OCCUPANTS - EXITS REQUIRED OCCUPANT LOAD FACTOR (AREA TYPE) ROOM NUMBER (IF APPLICABLE) B(a) ACCESSORY, (i) INCIDENTAL a,i MEASURED EXIT ACCESS TRAVEL DISTANCE FROM FURTHEST REMOTE POINT PER IBC, t1017.2 MEASURED COMMON PATH OF TRAVEL DISTANCE FROM FURTHEST REMOTE POINT PER IBC, t1006.2.1 50'-0" 20'-0" MODIFIED OCCUPANT LOAD AS PERMITTED BY IBC, 1004.5 & 1004.6 AND APPROVED BY A.H.J. # OCC - 1 EXIT(S) REQ'D EXIT SIGNAGE W/ DIRECTION INDICATOR OF FACE VISIBLE TO OCCUPANT ON PATH OF EGRESS TRAVEL (PER IBC, 1013). SEE MEP CONSULTANT DRAWINGS FOR ALL LOCATIONS 45 M I N . DOOR FIRE RATING PER IBC, 716.1.2 (IF APPLICABLE) ADA ACCESSIBLE PUBLIC ENTRANCE (MINIMUM 60% REQUIRED PER IBC, 1105.1) FIRE-RATED WALL CONSTRUCTION (IF APPLICABLE) EXIT EXIT IBC, 303.1.2: SMALL ASSEMBLY SPACES THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES: 1) A ROOM/SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS, AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY. 2) A ROOM/SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQ. FT. IN AREA, AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY. SEATING BOOTHS: 1 OCCUPANT PER 24" OF LINEAR BOOTH SEAT LENGTH OCCUPANT LOAD -FURNITURE COUNTS LEGEND ASSEMBLY W/O FIXED SEATS - CONCENTRATED (CHAIRS ONLY, NOT FIXED): 1 OCCUPANT PER 7 SF (NET) *IBC SECTION 1004.5 & 1004.6 EXCEPTIONS: ACTUAL OCCUPANT LOAD CALCULATIONS BASED ON ACTUAL USE OF SPACE. TO BE APPROVED BY BUILDING OFFICIAL. ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS): 1 OCCUPANT PER 15 SF (NET) FIXED SEATING WITHOUT DIVIDING ARMS: 1 OCCUPANT PER 18" OF LINEAR SEATING LENGTH WALL AND OPENING RATING LEGEND PER IBC t716.1(2) 1. NFPA 101, 8.5.4: Doors at smoke barriers shall be installed without louvers, installed with bottom clearance less than 3/4", be provided with latching hardware, smoke sealed, and shall be self- closing or auto-closing. 2. NFPA 101, 8.7.1.3:Doors located in fire barriers shall be provided with self-closing hardware 3. NFPA 101, 20.2.2.4: Doors required to be self-closing can be permitted to be held open by an automatic release devise as required by Section 7.2.1.8.2 4. NFPA 101, 20.3.2.1:Doors at hazardous areas must be self or auto-closing and provided with panic hardware (provide with fire exit hardware where door assembly is required to be fire- rated) 5. NFPA 101, 20.3.7.10: Latching hardware not required at smoke barrier cross-corridor doors 6. NFPA 101, 20.3.7.14: Center mullions shall be prohibited at smoke barrier door openings. 1-HR SMOKE (+FIRE) BARRIER DOORS/FRAMES = 20-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 20-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = 45-MINUTE RATED GLASS/FRAME ASSEMBLIES + PROVIDE SMOKE PROTECTION AND SMOKE INHIBITING ACCESSORIES INCLUDING BUT NOT LIMITED TO AT ALL WALL JOINTS, DOOR & WINDOW OPENINGS, PENETRATIONS, AS REQUIRED TO IMPEDE PASSAGE OF SMOKE THROUGH WALL ASSEMBLY + PROVIDE SMOKE PROTECTION AND SMOKE INHIBITING ACCESSORIES INCLUDING BUT NOT LIMITED TO AT ALL WALL JOINTS, DOOR & WINDOW OPENINGS, PENETRATIONS, AS REQUIRED TO IMPEDE PASSAGE OF SMOKE THROUGH WALL ASSEMBLY *NOTE:USE AT ENCLOSURES FOR SHAFTS, EXIT ACCESS STAIRWAYS, EXIT ACCESS RAMPS, INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS; AND EXIT PASSAGEWAY WALLS 2-HR FIRE WALL DOORS/FRAMES = 90-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 90-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = 120-MINUTE RATED GLASS/FRAME ASSEMBLIES 0-HR SMOKE PARTITION DOORS/FRAMES = 0-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 0-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = 0-MINUTE RATED GLASS/FRAME ASSEMBLIES + PROVIDE SMOKE PROTECTION AND SMOKE INHIBITING ACCESSORIES INCLUDING BUT NOT LIMITED TO AT ALL WALL JOINTS, DOOR & WINDOW OPENINGS, PENETRATIONS, AS REQUIRED TO IMPEDE PASSAGE OF SMOKE THROUGH WALL ASSEMBLY 1/2-HR FIRE PARTITION DOORS/FRAMES = 20-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 20-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS= 20-MINUTE RATED GLASS/FRAME ASSEMBLIES 1-HR FIRE PARTITION DOORS/FRAMES = 20-MINUTE RATED DOOR/FRAME ASSEMBLIES •VISION PANELS = 20-MINUTE RATED GLASS/LITE KIT ASSEMBLIES •SIDELITES & TRANSOMS= 45-MINUTE RATED GLASS/FRAME ASSEMBLIES 1-HR FIRE BARRIER DOORS/FRAMES = 45-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 45-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = See IBC, t716.1(2) for restrictions *1-HR FIRE BARRIER DOORS/FRAMES = 60-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 60-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = 60-MINUTE RATED GLASS/FRAME ASSEMBLIES 2-HR FIRE BARRIER DOORS/FRAMES = 90-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 90-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = 120-MINUTE RATED GLASS/FRAME ASSEMBLIES EXISTING FIRE SEPARATION (PRESUMED TO BE FIRE BARRIER) DOORS/FRAMES = 45-MINUTE RATED DOOR/FRAME ASSEMBLIES • VISION PANELS = 45-MINUTE RATED GLASS/LITE KIT ASSEMBLIES • SIDELITES & TRANSOMS = See IBC, t716.1(2) for restrictions 14" 70 OCC34" (0.2) EXIT A-2a ASSEMBLY 1,607 SF A-2a (GSF) KITCHEN 200.0 OCC - 2.0 EXIT(S) REQ'D A-2a ASSEMBLY 140 SF A-2a (GSF) VESTIBULE 0.0 OCC - 1.0 EXIT(S) REQ'D EXIT ACCESS TRAVEL DISTANCE #1 = 59'-0" (CHECKS OK) EXIT ACCESS TRAVEL DISTANCE #2 = 56'-0" (CHECKS OK) EXI T EXIT EXIT EXIT FE (ABC) FE (TYPE K) FE ( A BC) B BUSINESS 63 SF B (GSF) a OFFICE - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 166 SF A-2a WOMEN'S RR 0.0 OCC - 1.0 EXIT(S) REQ'D (GSF) A-2a ASSEMBLY 154 SF A-2a (GSF) MEN'S RR 0.0 OCC - 1.0 EXIT(S) REQ'D 4 A-2a ASSEMBLY 198 SF A-2a (NSF) BENCH SEATING 20.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 359 SF A-2a (NSF) TABLE AREA 1 36.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 202 SF A-2a (NSF) TABLE AREA 2 20.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 147 SF A-2a (NSF) TABLE AREA 3 18.0 OCC - 1.0 EXIT(S) REQ'D A-2a AS SEM B LY 72 SF A-2 a (NSF ) TABLE AREA 4 12.0 O C C - 1.0 EX I T (S) REQ'D A-2a AS SEM B LY 72 SF A-2 a (NSF ) TABLE AREA 5 12.0 O C C - 1.0 EX I T (S) REQ'D A-2a ASSEMBLY 99 SF A-2a (NSF) TABLE AREA 6 12.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 54 SF A-2a (NSF) BAR SEATING 1 12.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 23 SF A-2a (NSF) BAR SEATING 2 5.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 23 SF A-2a (NSF) BAR SEATING 3 5.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 210 SF A-2a (NSF) TABLE AREA 7 28.0 OCC - 1.0 EXIT(S) REQ'D A-2a ASSEMBLY 365 SF A-2a (GSF) BAR - 1.0 EXIT(S) REQ'D EXIT ACCESS TRAVEL DISTANCE #1 = 69'-0" (CHECKS OK) 14" 70 OCC 34" (0.2 ) A-2a ASSEMBLY 80 SF A-2a (NSF) HOST / WAITING 15.0 OCC - 1.0 EXIT(S) REQ'D 14" 70 OCC 34" (0.2 ) TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 0 5 P M G-101 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 CODE ANALYSIS PLANS & REVIEW PERMIT SUBMITTAL LOCAL ORDINANCE GOVERNING CODESRoom Occupant Load Schedule Room Name Ro o m # Occupancy Use Area Occ. Load Factor Net / Gross Calc. Occ. Load Calc. Req'd # Of Exits F.F.E. - MAIN LEVEL BENCH SEATING A-2a ASSEMBLY 198 SF 15 NSF 20.0 1 TABLE AREA 1 A-2a ASSEMBLY 359 SF 15 NSF 36.0 1 TABLE AREA 2 A-2a ASSEMBLY 202 SF 15 NSF 20.0 1 TABLE AREA 3 A-2a ASSEMBLY 147 SF 15 NSF 18.0 1 TABLE AREA 4 A-2a ASSEMBLY 72 SF 15 NSF 12.0 1 TABLE AREA 5 A-2a ASSEMBLY 72 SF 15 NSF 12.0 1 BAR SEATING 1 A-2a ASSEMBLY 54 SF 15 NSF 12.0 1 TABLE AREA 6 A-2a ASSEMBLY 99 SF 15 NSF 12.0 1 BAR SEATING 2 A-2a ASSEMBLY 23 SF 7 NSF 5.0 1 BAR SEATING 3 A-2a ASSEMBLY 23 SF 7 NSF 5.0 1 TABLE AREA 7 A-2a ASSEMBLY 210 SF 15 NSF 28.0 1 BAR A-2a ASSEMBLY 365 SF 200 GSF 1.8 1 VESTIBULE 100 A-2a ASSEMBLY 140 SF 150 GSF 0.0 1 HOST / WAITING 101 A-2a ASSEMBLY 80 SF 5 NSF 15.0 1 MEN'S RR 103 A-2a ASSEMBLY 154 SF 150 GSF 0.0 1 WOMEN'S RR 104 A-2a ASSEMBLY 166 SF 150 GSF 0.0 1 KITCHEN 105 A-2a ASSEMBLY 1,607 SF 200 GSF 8.0 1 BAR / DINING 108 A-2a ASSEMBLY 419 SF 150 GSF 0.0 1 ENCLOSED PATIO 110 A-2a ASSEMBLY 299 SF 15 NSF 0.0 1 204.9 OFFICE 106 B BUSINESS a 63 SF 150 GSF 0.4 1 MAIN DINING 107 B BUSINESS 653 SF 150 GSF 0.0 1 0.4 Total Calculated Occupant Load: 205.3 Calculated Egress Sizing Schedule Egress Capacity Factor Estimated # of Occupants at Exit Discharge Exit Width Required (inches) Exit Width Provided (inches) 0.2 70 14.0 34.0 0.2 70 14.0 34.0 0.2 70 14.0 34.0 Total: 3 210 42.0 102.0 Plumbing Fixture Calculations (IBC Table 2902.1) Occ Group Total Occ. Load Total Men Total Women Water Closets Req'd Lavs Req'd Showers Req'd DFs Req'd *OtherRate Men Women Unisex Urinal Total WC Rate Men Women Unisex Total Lav Rate Total Showers Rate Total DF Level 1 A-2b 206 103 103 1:75 1.37 1.37 0 0 2.75 1:200 0.52 0.52 0 1.03 --0.00 1:500 0.41 1 Service Sink Total: 1 206 103 103 1.37 1.37 0 0 2.75 0.52 0.52 1.03 0.00 0.41 DOCUMENTS INTENDED TO BE COVERED BY THIS CODE REVIEW ARE LIMITED TO: "GENERAL & ARCHITECTURAL" (ALL OTHER PLANS ARE INTENDED TO BE UNDER A SEPARATE REVIEW) CITY OF WAUKEE, IA VERIFIED: 01/30/2026 2009 ICC A117.1 ACCESSIBILITY REQUIREMENTS (PER 2018 IBC, 1102.1) 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2024 INTERNATIONAL FUEL GAS CODE 2024 INTERNATIONAL BUILDING CODE 2024 INTERNATIONAL EXISTING BUILDING CODE 2023 NATIONAL ELECTRICAL CODE (ADOPTED BY IOWA) 2024 UNIFORM PLUMBING CODE 2024 INTERNATIONAL MECHANICAL CODE 2024 INTERNATIONAL FIRE CODE EFFECTIVE DATE: 01/01/2026 WITH CITY AMENDMENTS 2024 IBC, Type VB, A-2, Sprinkled IBC, CHAPTER 5 - GENERAL BUILDING AREAS & STORIES Occupancy Multi- story Max Building Height Allowable Max Stories Allowable Max Floor Area Per Story (NS) Max Floor Area Per Story (S1) Max Floor Area Per Story (SM) Max Floor Area Per Story (S13D) Max Floor Area Per Story (S13R) A-2 60 FT 2 24,000 SF 18,000 SF IBC, CHAPTER 6 - FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS Construction Type Primary Structure Exterior Bearing Walls Interior Bearing Walls Exterior Non-Bearing Walls Interior Non-Bearing Walls Floor Construction Roof Construction Type VB 0-HR See t705.5 0-HR See t705.5 0-HR 0-HR 0-HR IBC, CHAPTER 10 - MEANS OF EGRESS Max Common Path of Travel (t1006.2.1)Common Path Notes Max Exit Access Travel Distance (t1017.2)Exit Access Notes Max Dead-End Corridor Distance (1020.4)Dead-End Notes 75 FT Max occ load of space: 49; Assembly spaces with fixed seating, see IBC, 1030.8. 250 FT 50 FT See 1020.4 for exceptions BUILDING BASELINE CODE SUMMARY Provided Fixtures 3 0 2 6 2 2 0 4 0 0 11 SCALE:1/8" = 1'-0"1 MAIN LEVEL - CODE ANALYSIS PLAN CHAPTER 3 - USE AND OCCUPANCY SECTION 304 BUSINESS GROUP B • 304.1 Business Group A-2.Primary, Single Occupancy CHAPTER 4 - SPECIAL REQUIREMENTS • Chapter reviewed, N/A. CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES • t504.3 & t504.3 Max allowable height/stories (A-2, Type VB construction) Group A-2 40ft, 1 story (most restrictive) (existing building checks OK) Group B 40ft, 2 stories SECTION 506 - BUILDING AREA • t506.2 Allowable Area Factor (A-2, Type VB construction) Group A-2 24,000gsf Allowable / 20,313gsf Actual (see 508.3 summary below) Tenant area 5,623gsf SECTION 508 - MIXED USE AND OCCUPANCY • 508.2 Accessory occupancies.Total aggregate accessory occupancy floor areas shall meet the following requirements • be less than 10% of total floor area of occupancy per story • each individual accessory occupancy does not exceed tabular values for nonsprinklered buildings according to t506.2. See 'Accessory Areas' schedule for more information. • 508.3 Non-separated occupancy. Different occupancies within the same building do not have to be separated by fire-resistance- rated assemblies if the building complies throughout with the most restrictive code requirements for minimum construction type and fire protection systems (Chapter 9) applicable to the occupancies in the building. • No fire separations are required per this section based on the most restrictive occupancy building height, story count, and floor area requirements. Existing shell building is 20,313gsf (less than 24,000gsf - checks OK) CHAPTER 6 - TYPES OF CONSTRUCTION Chapter reviewed, N/A. CHAPTER 7 - FIRE & SMOKE PROTECTION FEATURES SECTION 705 - EXTERIOR WALLS • 705.2.3.1 Balconies and similar projections (exc. #3) Balconies and similar projections on buildings of Types III, IV and V construction shall be permitted to be of Type V construction and shall not be required to have a fire-resistance rating where sprinkler protection is extended to these areas. Balconies will be provided with sprinkler protection per this section. • t705.5 Exterior wall fire-rating based on fire separation distance 'FSD' (Group A, B, E, F-2, I, S-2): • Greater than 30 feet = 0-HR • t705.9 Opening protection required based fire separation distance 'FSD': • Greater than 30 feet = 0-HR • t705.12 Parapets: • Types IIB and VB > 10ft 'FSD' = no parapet required • All other construction types > 30ft 'FSD' = no parapet required • 705.12.1 Parapet construction: Where parapets are located at exterior wall construction that are required to be fire-rated based on 'FSD' and where otherwise required by code, parapets shall extend not less than 30" above the roof surface. SECTION 706- FIRE WALLS • 706.4 Fire-resistance rating. Fire walls for the purpose of creating separate buildings for purposes of allowable areas and type of construction requirements, shall have a fire-rating: • Group A, B, E, H-4, R-1, R-2, U = 3-HR (2-HR of Type II or V construction). • Group F-1, H-3b, H-5, M, S-1 = 3-HR • Group F-2, S-2, R-3, R-4 = 2-HR SECTION 707 - FIRE BARRIERS • 707.3 Fire-resistance rating. Fire barriers shall be provided at shaft enclosures, interior exit stairway and ramp construction, enclosures for exit access stairways, exit passageways, horizontal exits, atriums, incidental uses, control areas, separated occupancies per 508.4, and fire areas. • 707.3.10 Fire areas. The fire barriers, fire walls or horizontal assemblies, or combination thereof, separating a single occupancy into different fire areas shall have a fire-resistance rating of not less than that indicated in Table 707.3.10. Fire barriers for the purpose of creating separate fire areas, shall have a fire-rating of not less than 2-hours when separating Group A, B, E, F-2, H-4, H-5, I, M, R, S-2 occupancies. SECTION 718 - CONCEALED SPACES • 718.2 Fireblocking. In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be provided to separate attic spaces in addition to concealed wall spaces (718.2.2), connections between horizontal and vertical spaces (718.2.3), stairways (718.2.4), and ceiling and floor openings (718.2.5). • 718.3 Draftstopping in floors (combustible construction). • Slab on grade = N/A • Not to exceed 1,000 SF areas • 718.4 Draftstopping in attics (combustible construction). Horizontal concealed roof spaces not to exceed 3,000 SF • 718.5 Combustible materials in concealed spaces in Type I or II construction.Combustible materials only to be used as permitted per section 603 and exposed within plenums according to the International Mechanical Code. CHAPTER 8 - INTERIOR FINISHES SECTION 803 - WALL AND CEILING FINISHES • t803.13 Interior finish requirements based on occupancy.(S, Group-a-2) • Exit enclosures & passageways: Class-A (Flame spread index 0-25; smoke dev. index 0-450) • Corridors: Class-B (Flame spread index 26-75; smoke dev. index 0-450) • Rooms & enclosed spaces: Class-C (Flame spread index 76-200; smoke dev. index 0-450) CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS • 903.2 Where required.(S, Group A-2) Building has an NFPA 13 fire suppression system. SECTION 906 - PORTABLE FIRE EXTINGUISHERS • 906.1 Where required. Portable fire extinguishers shall be provided per table 906.1, within 30 feet travel distance from commercial cooking equipment, special-hazard areas. Refer to code plan for fire extinguisher locations. • t906.3(1): Low 'Ordinary' Hazard, 3,000sf / unit of 'A' • 2-A extinguishers provided = 2 x 3,000sf = 6,000sf per extinguisher (max floor area per extinguisher 11,250sf) • 75 ft max linear travel distance measured to fire extinguisher SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS • 907.2.2, Group A-2. Project will have fire alarm and detection system; refer to MPET documents for more information. CHAPTER 10 - MEANS OF EGRESS SECTION 1003 - GENERAL MEANS OF EGRESS • 1003.3.3 Horizontal projections. • Where the vertical clearance is less than 80", barriers to protect visually impaired persons shall be provided. These barriers shall be installed no more than 27" above the floor. • Other elements including structure, fixtures, and furnishings shall not project horizontally more than 4" between the heights of 27" and 80" A.F.F. • Handrails are permitted to protrude 4 1/2 inches from the wall or guard. • 1003.3.4 Clear width.At least one accessible route shall be maintained no less than 36" minimum wide including protrusions of objects not permitted to reduce the minimum width. SECTION 1005 - EGRESS SIZING • 1005.3 Required capacity based on occupant load.See 'OCCUPANT LOAD' AND 'EGRESS SIZING' schedules for more information. • 1005.7.1 Doors. Fully opened doors shall not encroach or reduce the required width by more than 7 inches or by more than one-half in any position. SECTION 1006 - NUMBER OF EXITS • t1006.2.1 Common path of travel. (Group A-2) • See Building Baseline Code Summary for max common path of travel distances. • Minimum exits required: (2), See code plan for minimum exits provided. • t1006.3.4(2) Stories with one exit. (Group A-2) • First story above or below grade plane • Sprinkled OL < 49 = 100ft max common path of travel distance SECTION 1007 - EXIT & EXIT ACCESS DOORWAY CONFIGURATION • 1007.1.1 Two exits or exit access doorways. • Sprinkled = no less than 1/2 overall diagonal distance (checks OK) SECTION 1008 - MEANS OF EGRESS ILLUMINATION • Emergency illumination shall be provided by electrical design/build subcontractor to meet this requirements of this section. SECTION 1009 - ACCESSIBLE MEANS OF EGRESS • 1009.1 Accessible means of egress required. Accessible spaces shall be provided with not less than one accessible means of egress. SECTION 1010 - DOORS, GATES AND TURNSTILES • 1010.1.1 Size of doors.Minimum clear opening must be greater than 32" • 1010.1.1.1 Projections into clear width.Door closers, overhead door stops, power operators, and electromagnetic door locks shall not reduce headroom to less than 78 inches A.F.F. • 1010.1.2.1 Direction of swing. Doors shall swing in the direction of egress travel where serving an area of greater than 50 occupants or Group H occupancies. • 1010.1.5 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater and not less than 44 inches measured in the direction of travel. • 1010.2.8 Panic and exit hardware. Doors serving Group H occupancies and areas with an occupant load greater than 50 in Group A / Group E occupancies shall be provided with panic exit hardware. SECTION 1013 - EXIT SIGNS • Illuminated exit signs to be provided above all exterior doors, in primary common paths of egress travel, and above door in intervening spaces of egress. Refer to MPET consultant documents for more information. SECTION 1016 - EXIT ACCESS • 1016.2 Egress through intervening spaces, item #2. Permitted where adjoining rooms or areas and the area served are accessory to one or the other, are not a Group H occupancy and provide a discernible path of egress travel to an exit. SECTION 1020 - CORRIDORS • t1020.2 Corridor fire-resistance rating (Group A, B, E, F, M, S, U): Occupant load < 30 entering corridor in non-sprinkled building, 1-HR fire separation not required. • t1020.3 Minimum corridor width. • Occupant Load < 50 = 36" at new construction. • Occupant Load > 50 = 44" at new construction. • Access to MPET equipment = 24" at new construction. • Serving stretcher traffic in ambulatory care facilities = 72" at new construction CHAPTER 11 - ACCESSIBILITY SECTION 1103 - SCOPING REQUIREMENTS • 1103.2.2 Employee work areas. Elements within individual work areas (employee work surfaces, counters, etc) are not required to be fully accessible. An accessible means of egress and accessible circulation route shall be provided to each work area to meet this requirements of this section. • 1103.2.9 Equipment spaces. Spaces dedicated for maintenance and monitoring of equipment are not required to be accessible. SECTION 1104 - ACCESSIBLE ROUTE • 1104.3 Connected spaces. At least one accessible route shall be provided to each portion of the building required to be accessible unless otherwise exempted by this section. SECTION 1105 - ACCESSIBLE ENTRANCES • 1105.1 Public entrances. At least 60% of public entrances shall be accessible (checks OK) • 1105.1.1 Power-operated doors at public entrances. Fully powered operated doors shall be provided at public entrances with at least one door into and out of a vestibule where occupant loads are exceeded per t105.1.1. Project shall not exceed the values. Section does not apply. • A-1, A-2, A-3, A-4 OL > 300 • B, M, R-1 OL > 500 SECTION 1110 - OTHER FEATURES AND FACILITIES • 1110.14 Seating at tables, counters and work surfaces. Where provided within spaces required to be accessible, at least 5% or portion of a built-in counter, table or work stations shall be provided at minimum ADA height. • 1110.16.2 Sales and service counters and windows. At least one sales and service counter shall be provided to meet the requirements of this section. SECTION 1112 - SIGNAGE • 1112.1 Signs.Accessible signage shall be provided at all toilet, bathing rooms, accessible entrances, and lockers locations where not all elements are accessible. CHAPTER 12 - INTERIOR ENVIRONMENT SECTION 1208 - INTERIOR SPACE DIMENSIONS • Minimum floor plan space requirements: • Habitable space areas > 7ft in any plan direction • Every dwelling unit shall have not less than one room > 120 sf net floor area. • Other habitable rooms (besides kitchens) > 70 sf net floor area. • Minimum ceiling height requirements: • Occupiable spaces, habitable spaces and corridors ceiling height > 7'-6" A.F.F. • Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms > 7'-0" A.F.F. CHAPTER 14 - EXTERIOR WALLS SECTION 1405 - COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS • 1405.1.1 Types I, II, III and IV construction.Combustible exterior wall coverings shall be permitted to no more than 40 feet in height above grade plane that are not of type V construction. • 1405.1.3 Fireblocking.Where combustible exterior wall coverings are furred out from the exterior wall, concealed space shall not exceed 1 5/8" and be provided with fireblocking per section 718. Concealed spaces are permitted to exceed 1 5/8" per section 718.2.6 (exc. #2) if concealed space is protected by a noncombustible material per this section and/or tested to meet NFPA 285. CHAPTER 15 - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1505 - FIRE CLASSIFICATION • t1505.1 Minimum roof covering classification for types of construction • Construction types (IA, IB, IIA, IIIA, IV, and VA) Class-B • Construction types (IIB, IIIB, and VB) Class-C • t1504.9 Minimum required parapet height (inches) for aggregate surfaced roofs (based on risk category II for design wind loads under IBC Ch. 16) • ASTM D 1863 aggregate size, Mean roof height 30 ft, Exposure B, 115 mph wind design speed = 15" parapet height minimum height CHAPTER 29 - PLUMBING FIXTURES SECTION 2901- GENERAL • 2901.1 Scope. The provisions of this chapter and the IPC (International Plumbing Code) shall govern the design, construction, erection and installation of plumbing components, appliances, equipment and systems used in buildings and structures covered by this code. • IPC 424.2 Substitution for water closets. In each bathroom or toilet room, urinals shall not be substituted: • for more than 67% of the required water closets in assembly and educational occupancies. • not more than 50% of the required water closets in all other occupancies. SECTION 2902 - MINIMUM PLUMBING FACILITIES • t2902.1 Minimum number of required plumbing fixtures. See 'PLUMBING FIXTURE CALCULATIONS'schedule. 2024 IBC - INTERNATIONAL BUILDING CODE CLIMATE ZONE = 5A 2012 IECC BUILDING ENVELOPE BASED ON COMcheck (OTHER) VERT. FENESTRATION MAX. U-FACTOR/SHGC FIXED: 0.38/0.40 OPERABLE: 0.45/0.40 ENTRANCE DOORS: 0.77/0.40 ROOF ATTIC = R-38 INSULATED ENTIRELY ABOVE ROOF DECK) = R-25ci WALLS, ABOVE GRADE METAL FRAMED = R-13+R-7.5ci, U-0.064 WOOD FRAMED = R-13+R-3.8ci or R-20, U-0.064 MASS WALL = R-11.4 ci, U-0.078 WALLS, BELOW GRADE BELOW-GRADE WALL = R-7.5ci SLAB-ON-GRADE FLOORS UNHEATED SLABS = R-10 FOR 24" BELOW FLOOR LINE FO R E X T I N G U I S H E R S 5' - 0 " A . F . F . ( M A X . ) FO R E X T I N G U I S H E R S 3' - 6 " A . F . F . ( M A X . ) MAX. * 4" MAX. * 4" 40 P O U N D S NO T M O R E T H A N 40 P O U N D S MO R E T H A N CABINETS ARE REQUIRED TO BE IDENTIFIED PER 2015 IFC. MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER(S) SHALL NOT EXCEED 75 FT. DRAWING BASED ON: • 2015 INTERNATIONAL FIRE CODE SECTION 906.9 • BASED ON ADA STANDARDS FOR ACCESSIBLE DESIGN 28 CFR PART 36 - SECTION 4.4.1 • TYPE 2-A MINIMUM RATING FOR LIGHT HAZARD OCCUPANCIES. FLOOR CLEARANCE NOTE: • SHALL NOT BE LESS THAN: 4 INCHES FI R E E X T I N G U I S H E R FI R E E X T I N G U I S H E R WITH REQUIRED BRAILLE TACTILE NOTATIONS NOTE: VERIFY DOOR STYLE & SWING w/ PLAN AT EXTERIOR EXIT AT EXTERIOR ADA EXIT 5' - 0 " M A X . 4' - 0 " M I N . OR9" NO P R O J E C T I O N S 2' - 1 0 " M I N . HA R D W A R E H T . 4' - 0 " M A X . CLEAR WIDTH 2' - 8" MIN. 3' - 7 " M A X . IF VISION LIGHT IS PROVIDED 10 " KICKPLATE RECOMMENDED CLOSER MI N . C L E A R H E A D R O O M 6' - 8 " WITH DOOR PANEL IN FULL (90 DEGREE) OPENING POSITION IN T O C L E A R W I D T H 4" M A X I M U M P R O J E C T I O N OR 2" VERTICAL STYLE: ONLY AT EXTERIOR STOREFRONT MULLION LOCATIONS WHERE THERE IS NO WALL ADJACENT TO THE DOOR AT THE REQUIRED MOUNTING LOCATION. MA X I M U M 3' - 4 " REFLECTIVE SURFACES COAT HOOKS ADA MOUNTING HEIGHT STANDARD MOUNTING HEIGHT TO B O T T O M O F R I N G 4' - 2 " T.RING SOLID BLOCKING STUD - STUD SOLID BLOCKING FOR MIRRORS, SOLID BLOCKING MAY NEED TO BE ADJUSTED BASED ON INSTALLATION REQUIREMENTS. VERIFY IN FIELD. TOWEL BAR TO T O P O F T O W E L B A R 4' - 0 " SOLID BLOCKING T.P. HOLDER TYPE-A & B UNITS SHOWER ROD 2" 6' - 6 " SOLID BLOCKING 2' - 0 " APPROX. 1' - 5" INSTALL HOLDER AS CLOSE TO FRONT EDGE OF VANITY AS POSSIBLE. AND STAY CONSISTANT IN ALL UNITS. VANITY CABINET SOLID BLOCKING CLOTHES RODS AC C E S S I B L E H E I G H T 4' - 6 " M A X . CLOSET SHELVING AC C E S S I B L E H E I G H T 4' - 6 " M A X . MI N . 9" ST A N D A R D M O U N T I N G H T . 5' - 6 " SOAP DISPENSER PAPER TOWEL DISPENSER NAPKIN DISPOSAL BABY CHANGING STATION SOLID BLOCKINGSOLID BLOCKING SOLID BLOCKING SOLID BLOCKING AED MI N I M U M 6' - 8 " 4' - 6 " M A X . ( S I D E A P P R O A C H ) 4' - 0 " M A X . ( F R O N T A P P R O A C H ) * NOTE: IF USING A SURFACE MOUNTED AED CABINET WHICH STICKS OUT 4" OR MORE, MAKE SURE THE BOTTOM EDGE OF THE CABINET IS MOUNTED NO MORE THAN 27" ABOVE THE FLOOR. 4" WALL MOUNTED SIGNAGE SE E : * N O T E 2' - 3 " M A X . FRONT APPROACH NOTE: FOR MOST AED CABINETS, IF THE BOTTOM EDGE OF THE CABINET IS NO MORE THAN 27" ABOVE THE FLOOR, THE HANDLE WILL ALSO BE NO MORE THAN 48" ABOVE THE FLOOR. AS THE HANDLE IS USUALLY ONLY LOCATED A FEW INCHES FROM THE BOTTOM OF THE CABINET. SIDE APPROACH NOTE: AGAIN, FOR MOST AED CABINETS, IF THE BOTTOM EDGE OF THE CABINET IS NO MORE THAN 27" ABOVE THE FLOOR, THE HANDLE WILL ALSO BE NO MORE THAN 54" ABOVE THE FLOOR. AS THE HANDLE IS USUALLY ONLY LOCATED A FEW INCHES FROM THE BOTTOM OF THE CABINET. * NOTE EXAMPLE IMAGE TYPICAL SHOWER CURTAIN 6' - 0" x 6' - 0" RE C O M M E N D E D , N O T R E Q U I R E D 6' - 2 " T O P O F M I R R O R H T . TO C O N T R O L S 3' - 8 " M A X . IN O P E N P O S I T I O N 2' - 1 0 " M A X . TO T O P O F H O O K 4' - 0 " M A X I M U M TO T O P O F H O O K 5' - 1 0 " 3' - 8 " M A X I M U M 3' - 0 " M I N I M U M 3' - 8 " M A X I M U M 3' - 0 " M I N I M U M MA X I M U M 2' - 1 " MA X I M U M 3' - 4 " STANDARD RETANGULAR SPECIALTY SHAPES NOTE: AVERAGE MALE IN THE U.S. IS APPROX. 5' - 9" TALL. AVERAGE FEMALE IN THE U.S. IS APPROX. 5' - 4" TALL. EYE HEIGHT IS APPROX. 5' - 6" BELOW TOP OF HEAD. (T O B O T T O M O F R E F L E C T I N G SU R F A C E W H E N M I R R O R I S AB O V E L A V A T O R Y / S I N K ) (T O B O T T O M O F R E F L E C T I N G SU R F A C E W H E N M I R R O R I S AB O V E L A V A T O R Y / S I N K ) VERIFY VE R I F Y WALL MOUNTED DOOR STOPS SOLID BLOCKING VE R I F Y I N F I E L D w / C L I E N T SOLID BLOCKING WALL HUNG TELEVISIONS NOTE: VERIFY SOLID BLOCKING REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS MA X . T O R E F L E C T I N G SU R F A C E MIRROR PROVIDE SOLID BLOCKING INSULATE & COVER PIPES ADA NOTE: CLEAR FLOOR SPACE 2' - 6" WIDE BY 4' - 0" DEEP CENTERED ON SINK MA X . 2' - 1 0 " W.H. SINK 3' - 4 " FRONT VIEW SIDE VIEW 1' - 3" MIN. 1' - 6" MI N . MA X . T O R E F L E C T I N G SU R F A C E M A X . ( S E E N O T E 2 ) 1' - 5" MIN. MIRROR BACKSPLASH PER I.D. SHEETS COUNTERTOP PER I.D. SHEETS SINK ADA NOTE: CLEAR FLOOR SPACE 2'-6" WIDE BY 4'-0" DEEP, CENTERED ON SINK 3' - 4 " 2' - 3 " M I N . 2' - 5 " 9" 2' - 1 0 " 2' - 3 " M I N . 2' - 5 " MI N . 9" MIN. 6" 2' - 1" MAX. 2' - 1 0 " ADA NOTE #2: THE FRONT OF LAVATORIES AND SINKS SHALL BE 2'-10" MAX. ABOVE THE FINISHED FLOOR, MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. WHICH EVER IS GREATER. OPTIONAL P. LAMINATE COVER SIDE VIEW 1' - 3" MIN. MAY VARY MAY VARY 3' - 0" TYP. P. LAMINATE SUPPORT MIN. 8" KNEE & TOE CLEARANCE TYP. ADA WALL HUNG PORCELAIN SINK TYP. ADA WALL HUNG P. LAMINATE SINK CL 1 1/4" TO 1 1/2" DIA. GRAB BAR W.C. W.C. CL E A R 1 1 / 2 " M I N . MIN. 3' - 0" 1'-4"TO1'-6" 3' - 3 " T O 3 ' - 5 " MI N . 1' - 6 " 3' - 3" TO 3' - 5" MIN. 3' - 6" MAX. 1' - 0" GAP 1 1/2" T. O . G R A B B A R 2' - 9 " T O 3 ' - 0 " SIDE VIEW 4' - 6" MIN. CL SOLID BLOCKING SOLID BLOCKING WATER CLOSET GRAB BARS (COMMERCIAL SPACES) MI N . 1' - 3 " 7" TO 9" GA P 1 1 / 2 " M I N . BLOCKING NOTE: THE BLOCKING IS REQUIRED. EVEN IF THE GRAB BARS ARE NOT. MIN. 1' - 0" MIN. 2' - 0" MINIMUM ø5' - 7" MA X . 10 " MINIMUM 4' - 4" MI N . 2' - 6 " OVERLAP OF KNEE & TOE CLEARANCE WHEELCHAIR SPACE TURNING CIRCLE MINIMUM 5' - 4" MI N I M U M 5' - 0 " MI N I M U M 3' - 4 " MI N . 1' - 8 " MIN. 1' - 0" MINIMUM 3' - 4" MIN. 1' - 0" MINIMUM 5' - 8" MI N . 2' - 0 " MI N I M U M 3' - 0 " MI N I M U M 5' - 0 " MIN. 1' - 4" MINIMUM 3' - 0" MIN. 1' - 4" MI N . 8" 8" MIN. T-TURN (STANDARD)T-TURN (OPTION) 2021 IBC & NEWER SCALE:1/2" = 1'-0"3 TYP. EXTINGUISHER SCALE: 1/2" = 1'-0"2 TYP. ADA DOOR FEATURES & SIGNAGE SCALE: 1/2" = 1'-0"1 TYPICAL HARDWARE & ACCESSIBLE ELEVATIONS SCALE: 1/4" = 1'-0"4 TYP. SPACE CLEARANCES TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 0 6 P M G-102 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 TYPICAL CODE/ HARDWARE & ACCESSIBILITY DRAWINGS PERMIT SUBMITTAL TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 0 7 P M SPX-101 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 SPECIFICATIONS PERMIT SUBMITTAL SPECIFICATIONS AND DRAWINGS SPECIFICATIONS ARE INTENDED TO SUPPLEMENT THE DRAWINGS AND DESCRIBE MATERIALS, PRODUCTS, AND SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS, THE DRAWINGS GOVERN UNLESS SPECIFICALLY NOTED OTHERWISE. DETAILS AND NOTES ARE DIAGRAMMATIC AND MAY NOT SHOW ALL CONDITIONS. SIMILAR CONDITIONS SHALL BE TREATED SIMILARLY UNLESS NOTED OTHERWISE. PRODUCTS AND SUBSTITUTIONS PRODUCT REQUIREMENTS ARE INTENDED TO ESTABLISH A MINIMUM STANDARD OF QUALITY AND PERFORMANCE. PRODUCTS IDENTIFIED AS BASIS OF DESIGN ESTABLISH THE LEVEL OF QUALITY AND PERFORMANCE INTENDED. COMPARABLE PRODUCTS MAY BE SUBMITTED WHERE SUBSTITU TIONS ARE PERMITTED. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR APPROVAL. INSTALLATION AND EXECUTION INSTALLATION SHALL COMPLY WITH MANUFACTURER’S MOST CURRENT WRITTEN INSTRUCTIONS AND APPLICABLE INDUSTRY STANDARDS. CONTRACTOR SHALL VERIFY MATERIAL COMPATIBILITY AND SUBSTRATE CONDITIONS PRIOR TO INSTALLATION. COORDINATION SPECIFICATIONS MAY NOT IDENTIFY ALL ACCESSORIES, FASTENERS, COMPONENTS, ETC, REQUIRED FOR A COMPLETE SYSTEM. PROVIDE ITEMS NECESSARY FOR A COMPLETE AND FUNCTIONAL INSTALLATION CONSISTENT WITH DESIGN INTENT. WHERE PRODUCTS INTERFACE WITH OTHER WORK, COORDINATE REQUIREMENTS BETWEEN SECTIONS AND TRADES. SUBMITTALS SUBMITTALS ARE REQUIRED ONLY WHERE SPECIFICALLY IDENTIFIED WITHIN INDIVIDUAL SECTIONS. REVIEW OF SUBMITTALS, IF ANY, IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT ONLY. WARRANTIES PRODUCTS SHALL BE PROVIDED WITH MANUFACTURER’S STANDARD WARRANTIES UNLESS NOTED OTHERWISE. SPECIFICATION NOTES - GENERAL DIVISION 00 - PROCUREMENT & CONTRACTING 00 01 00 – PROJECT INFORMATION • PROJECT INFORMATION, CONSULTANT INFORMATION, AND ISSUE DATES ARE SHOWN ON THE COVER SHEET AND DRAWING INDEX. • DRAWINGS AND SPECIFICATIONS ARE ISSUED AS A COORDINATED SET AND SHALL BE USED TOGETHER. 00 21 13 – INSTRUCTIONS TO CONTRACTOR(S) • CONTRACTOR(S) SHALL REVIEW DRAWINGS AND SPECIFICATI ONS FOR SCOPE, COORDINATION, AND COMPLETENESS PRIOR TO CONSTRUCTION. • QUESTIONS REGARDING INTERPRETATION OR CLARIFICATION SHALL BE SUBMITTED PRIOR TO PROCEEDING WITH THE WORK. 00 22 00 – SUPPLEMENTARY CONDITIONS (INTENT ONLY) • PROJECT-SPECIFIC CONDITIONS MAY IMPACT COST, SCHEDULE, OR MEANS OF CONSTRUCTION AND SHALL BE VERIFIED BY THE CONTRACTOR. • NO ASSUMPTIONS SHALL BE MADE BASED ON OMISSIONS OR SIMPLIFIED DETAILS. 00 24 00 – SUBSTITUTION PROCEDURES • SUBSTITUTIONS SHALL BE REQUESTED/APPROVE PRIOR TO PROCUREMENT/INSTALLATION. • SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, PERFORMANCE, AND APPEARANCE TO THE BASIS-OF-DESIGN PRODUCT. • APPROVAL OF SUBSTITUTIONS SHALL BE OBTAINED PRIOR TO INSTALLATION. DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 – SUMMARY OF WORK • WORK INCLUDES MATERIALS, PRODUCTS, AND SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. • WORK SHALL BE COORDINATED WITH EXISTING CONDITIONS AND OTHER TRADES. • ANY/ALL ITEMS NECESSARY FOR A COMPLETE AND FUNCTIONAL INSTALLATION CONSISTENT WITH DESIGN INTENT SHALL BE PROVIDED. 01 30 00 – ADMINISTRATIVE REQUIREMENTS • COORDINATION BETWEEN TRADES SHALL BE PERFORMED PRIOR TO INSTALLATION. • CONFLICTS, DISCREPANCIES, OR QUESTIONS SHALL BE IDENTIFIED AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 01 40 00 – QUALITY REQUIREMENTS • PRODUCTS AND INSTALLATION SHALL MEET MANUFACTURER REQUIREMENTS AND APPLICABLE INDUSTRY STANDARDS. • PROVIDE PRODUCTS OF CONSISTENT TYPE, QUALITY, AND FINISH THROUGHOUT THE PROJECT. 01 60 00 – PRODUCT REQUIREMENTS • PRODUCTS SPECIFIED ESTABLISH THE MINIMUM ACCEPTABLE QUALITY AND PERFORMANCE. • ACCESSORIES, FASTENERS, AND COMPONENTS REQUIRED FOR A COMPLETE SYSTEM SHALL BE PROVIDED EVEN IF NOT SPECIFICALLY CALLED OUT. 01 70 00 – EXECUTION REQUIREMENTS • VERIFY SUBSTRATE CONDITIONS AND DIMENSIONS PRIOR TO INSTALLATION. • INSTALL WORK IN A MANNER CONSISTENT WITH DESIGN INTENT AND MANUFACTURER REQUIREMENTS. • PROTECT FINISHED WORK FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION. 01 77 00 – CLOSEOUT REQUIREMENTS • PROVIDE MANUFACTURER WARRANTIES, OPERATION AND MAI NTENANCE INFORMATION, AND CLOSEOUT DOCUMENTATION WHERE APPLICABLE. • REMOVE TEMPORARY PROTECTIONS AND CLEAN EXPOSED SURFACES PRIOR TO SUBSTANTIAL COMPLETION. DIVISION 02 - EXISTING CONDITIONS 02 21 00 – SURVEYS (IF APPLICABLE) 1. SURVEY INFORMATION, IF PROVIDED, IS SHOWN ON THE DRAWINGS OR REFERENCED DOCUMENTS. 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIM ENSIONS PRIOR TO COMMENCING WORK. 02 41 00 – DEMOLITION 1. DEMOLITION WORK IS LIMITED TO ITEMS SPECIFICALLY INDICATED ON THE DRAWINGS. 2. ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 3. EXISTING CONDITIONS MAY VARY FROM INFORMATION SHOWN. FIELD VERIFICATION IS REQUIRED PRIOR TO REMOVAL OR MODIFICATION. 4. CONTRACTOR SHALL COORDINATE DEMOLITION WITH NEW WORK TO AVOID DAMAGE TO ADJACENT CONSTRUCTION AND SYSTEMS. 02 42 00 – SELECTIVE DEMOLITION 1. REMOVE ONLY ITEMS INDICATED TO BE REMOVED. 2. CAP, RELOCATE, OR MODIFY EXISTING UTILITIES AND SYSTEMS AS REQUIRED FOR NEW WORK. 3. MAINTAIN CONTINUITY OF EXISTING SERVICES WHERE REQUI RED. 02 83 00 – LEAD-BASED PAINT / HAZARDOUS MATERIALS (IF APPLICABLE) 1. NO TESTING OR ABATEMENT IS INCLUDED UNLESS SPECIFICALLY INDICATED. 2. DISCOVERY OF HAZARDOUS MATERIALS SHALL BE REPORTED IMMEDIATELY AND WORK IN THE AFFECTED AREA SHALL STOP PENDING DIRECTION. DIVISION 03 - CONCRETE 03 30 00 – CAST-IN-PLACE CONCRETE 1. CONCRETE WORK IS LIMITED TO ITEMS INDICATED ON THE DRAWINGS, INCLUDING SLAB INFILL, PATCHING, AND HOUSEKEEPING PADS, UNLESS NOTED OTHERWISE. 2. EXISTING CONCRETE CONDITIONS SHALL BE VERIFIED PRI OR TO PLACEMENT OF NEW WORK. 3. NEW CONCRETE SHALL MATCH ADJACENT CONDITIONS WHERE EXPOSED, INCLUDING ELEVATION AND FINISH, UNLESS NOTED OTHERWISE. 4. PROVIDE REINFORCING, DOWELS, AND EDGE CONDITIONS NECESSARY FOR A COMPLETE AND FUNCTIONAL INSTALLATION CONSISTENT WITH DESIGN INTENT. 5. PROVIDE MATERIALS, ACCESSORIES, AND PROCEDURES NECESSARY FOR A COMPLETE CONCRETE INSTALLATION CONSISTENT WITH INDUSTRY STANDARDS. 03 35 00 – CONCRETE FINISHING 1. FINISH TYPE AND EXTENT SHALL BE AS INDICATED ON THE DRAWINGS. 2. PATCHED OR INFILLED AREAS SHALL BE PREPARED TO RECEIVE FINISH MATERIALS AS REQUIRED, AND SHALL MATCH EXISTING, ADJACENT FINISHES IF APPLICABLE. DIVISION 04 - MASONRY 04 22 13 – FACE BRICK VENEER 1. STANDARDS A. FACE BRICK: ASTM C216, GRADE SW, TYPE FBX B. MORTAR: ASTM C270 C. GROUT (IF USED): ASTM C476 D. MASONRY TIES AND ANCHORS: ASTM A240 (STAINLESS STEEL) E. MASONRY FLASHING: ASTM E2924 2. MATERIALS A. FACE BRICK: 1. SIZE, COLOR, AND TEXTURE AS SHOWN ON DRAWINGS B. MORTAR: 1. MANUFACTURER: SPEC MIX 2. TYPE: TYPE N UNLESS NOTED OTHERWISE 3. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE C. MASONRY VENEER ANCHORS: 1. BASIS OF DESIGN: HOHMANN & BARNARD 2-SEAL THERMAL WING NUT ANCHOR a. MATERIAL: TYPE 304 STAINLESS STEEL b. BARREL DEPTH AS REQUIRED FOR WALL ASSEMBLY D. THROUGH-WALL FLASHING: 1. BASIS OF DESIGN: HOHMANN & BARNARD FLEX-FLASH E. TERMINATION BAR: 1. BASIS OF DESIGN: HOHMANN & BARNARD T2 TERMINATION BAR 2. MATERIAL: TYPE 304 STAINLESS STEEL 3. SEALANT: POLYETHER F. DRIP PLATE: 1. BASIS OF DESIGN: HOHMANN & BARNARD DP DRIP PLATE 2. MATERIAL: TYPE 304 STAINLESS STEEL 3. GAUGE: 26 4. WIDTH: 3 INCH 5. PROVIDE PREFORMED CORNERS AND END DAMS G. CAVITY DRAINAGE: 1. BASIS OF DESIGN: HOHMANN & BARNARD MORTAR TRAP H. HEAD JOINT VENTS: 1. BASIS OF DESIGN: HOHMANN & BARNARD QUADRO VENT 2. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE I. BOND BREAKER AT LINTELS: 1. TYPE: TYPE 304 STAINLESS STEEL SLIP SHEET 2. LOCATION: BETWEEN FACE BRICK AND LINTELS J. MASONRY CLEANER: 1. BASIS OF DESIGN: DIEDRICH 202V VANA-STOP 3. APPLICATIONS A. PROVIDE FACE BRICK VENEER AT LOCATIONS SHOWN B. PROVIDE A DRAINED CAVITY BRICK VENEER SYSTEM INCLUDING: a. CONTINUOUS AIR CAVITY b. THROUGH-WALL FLASHING c. END DAMS d. CAVITY DRAINAGE e. HEAD JOINT VENTS C. PROVIDE MASONRY TIES AND ANCHORS NECESSARY TO SUPPORT VENEER AND ACCOMMODATE MOVEMENT DIVISION 05 - METALS 05 50 00 – METAL FABRICATIONS 1. STANDARDS A. STEEL PLATES, SHAPES, AND BARS: ASTM A36 / A36M B. STEEL TUBING: ASTM A500 / A500M C. STEEL PIPE: ASTM A53 / A53M, SCHEDULE 40 D. STAINLESS STEEL: ASTM A276, TYPE 304 OR 316 E. ORNAMENTAL AND ARCHITECTURAL METALS: NOMMA FINISH #2 2. MATERIALS A. CARBON STEEL PLATES, SHAPES, BARS, TUBES, AND PIPE B. STAINLESS STEEL FOR EXPOSED OR CORROSION-RESISTANT APPLICATIONS C. FASTENERS AND ANCHORS: a. MATERIAL COMPATIBLE WITH BASE METAL AND LOCATION b. STAINLESS STEEL FASTENERS WHERE FASTENING STAINLESS STEEL OR ALUMINUM D. FINISHES: a. HOT-DIP GALVANIZING (ALL EXTERIOR METAL FABRICATIONS): ASTM A123 / A153 b. SHOP-PRIMED STEEL FOR ITEMS NOT GALVANIZED OR EMBEDDED c. GALVANIZING REPAIR: ASTM A780 3. APPLICATIONS A. PROVIDE METAL FABRICATIONS INCLUDING ANGLES, PLATES, FRAMES, SUPPORTS, LINTELS, BOLLARDS, LADDERS, GUARDS, AND EMBEDS AS SHOWN B. PROVIDE COMPLETE SUPPORT, ATTACHMENT, AND LOAD TRANSFER FOR METAL ITEMS C. EXPOSED METAL SURFACES SHALL BE SMOOTH, UNIFORM, AND FREE OF SHARP EDGES AND VISUAL DEFECTS D. EXPOSED WELDS SHALL BE GROUND SMOOTH AND MEET NOMM A FINISH #2 DIVISION 06 – WOOD, PLASTICS, COMPOSITES 06 10 00 – ROUGH CARPENTRY 1. STANDARDS: A. SOFTWOOD LUMBER: PS 20 B. MOISTURE CONTENT: ASTM D4442 C. PRESERVATIVE-TREATED WOOD: AWPA U1 D. FIRE-RETARDANT-TREATED WOOD: ASTM E84 2. LUMBER: A. DIMENSIONAL LUMBER: NO. 2 OR BETTER B. MOISTURE CONTENT: MAXIMUM 19 PERCENT 3. APPLICATIONS: A. PROVIDE BLOCKING, BACKING, CURBS, NAILERS, AND MISCELLANEOUS FRAMING REQUIRED TO SUPPORT: a. CASEWORK AND MILLWORK b. WALL-MOUNTED FIXTURES, EQUIPMENT, AND ACCESSORIES c. DOOR STOPS, DOOR BUMPERS, AND HARDWARE d. HANDRAILS AND GUARDS e. TOILET ACCESSORIES AND SPECIALTIES 4. TREATED WOOD: A. PRESSURE-TREATED LUMBER WHERE IN CONTACT WITH CONCRETE OR MASONRY B. USE CATEGORY UC2 5. FASTENERS: A. USE FASTENERS COMPATIBLE WITH PRESERVATIVE-TREATED WOOD 06 16 00 – SHEATHING 1. STANDARDS: A. STRUCTURAL PLYWOOD: PS 1 B. PERFORMANCE-RATED WOOD STRUCTURAL PANELS: PS 2 2. MATERIALS: A. PLYWOOD OR OSB PANELS 3. PERFORMANCE: A. PANEL THICKNESS AND GRADE SUITABLE FOR INTENDED USE AND SPAN CONDITIONS 4. APPLICATIONS: A. PROVIDE SHEATHING WHERE REQUIRED TO SUPPORT FINISH MATERIALS AND ATTACHMENTS 06 20 00 – FINISH CARPENTRY 1. STANDARDS A. ARCHITECTURAL WOODWORK SHALL COMPLY WITH APPLICABLE ARCHITECTURAL WOODWORK STANDARDS (AWI / AWMAC / WI) 2. MATERIALS A. SOLID WOOD, VENEER, OR COMPOSITE MATERIALS AS SHOWN B. FABRICATION QUALITY: 1. PROVIDE STRAIGHT, TRUE MEMBERS WITH TIGHT JOINTS AND CONSISTENT PROFILES 2. EXPOSED EDGES AND CORNERS SHALL BE SMOOTH AND FREE OF DEFECTS 3. APPLICATIONS A. TRIM, BASE, PANELS, AND ARCHITECTURAL WOOD ELEMENTS AS SHOWN B. FINISH: a. FACTORY FINISH UNLESS FIELD FINISH IS NECESSARY 06 41 00 – ARCHITECTURAL WOOD CASEWORK 1. STANDARDS A. ARCHITECTURAL WOODWORK: ARCHITECTURAL WOODWORK STANDARDS (AWI) – CUSTOM GRADE B. PARTICLEBOARD: ANSI A208.1, GRADE M-2 C. MEDIUM DENSITY FIBERBOARD (MDF): ANSI A208.2, GRADE MD D. CABINET HARDWARE: ANSI/BHMA A156.9 2. MATERIALS A. CASEWORK: a. CUSTOM FABRICATED ARCHITECTURAL WOOD CASEWORK B. SUBSTRATES: a. MDF AND PARTICLEBOARD AS REQUIRED BY APPLICATION b. MOISTURE-RESISTANT SUBSTRATES AT SINK BASES AND LOCATIONS SUBJECT TO MOISTURE C. FINISH MATERIALS: a. HIGH-PRESSURE DECORATIVE PLASTIC LAMINATE D. WOOD VENEER a. PAINT-GRADE MATERIALS b. MATERIALS, COLORS, AND FINISHES AS SHOWN ON DRAWINGS E. HARDWARE AND ACCESSORIES: a. FRAMELESS CONCEALED HINGES; EUROPEAN TYPE; 110-DEGREE OPENING; INSTITUTIONAL QUALITY b. BACK-MOUNTED WIRE PULLS; 4 INCH; SATIN NICKEL UNLESS NOTED OTHERWISE c. SHELF SUPPORTS: SPOON-STYLE SHELF SUPPORT PEGS; 5 MM; FINISH TO MATCH PULLS d. DOOR AND DRAWER LOCKS AT LOCATIONS SHOWN e. DOOR AND DRAWER BUMPERS: TRANSPARENT f. GROMMETS: • WIRE MANAGEMENT GROMMETS AT COUNTERS WITH KNEE SPACE; 2-1/2 INCH DIAMETER • TRASH GROMMETS AT LOCATIONS SHOWN; 6 INCH DIAMETER; BRUSHED STAINLESS STEEL F. CABINET BASES AND TOE KICKS: a. ADJUSTABLE PLASTIC LEVELER LEGS WITH BRACKETS FOR REMOVABLE TOE KICKS • BASIS OF DESIGN: PETER MEIER #400-031B.C b. TOE KICK MATERIAL TO MATCH CABINET FINISH UNLESS NOTED OTHERWISE G. COUNTERTOP AND BENCH SUPPORTS: a. CONCEALED STEEL SUPPORT BRACKETS AT COUNTERS AND BENCHES WITH KNEE SPACE • BASIS OF DESIGN: RAKKS CONCEALED EH COUNTERTOP SUPPORT BRACKET 3. APPLICATIONS A. PROVIDE ARCHITECTURAL WOOD CASEWORK AT LOCATIONS SHOWN B. PROVIDE CASEWORK FABRICATED AND ASSEMBLED: a. SQUARE, PLUMB, AND TRUE b. WITH UNIFORM REVEALS AND CONSISTENT ALIGNMENT C. PROVIDE FULL-HEIGHT BACKS, END PANELS, AND INTERIOR SUBSTRATES REQUIRED FOR A COMPLETE AND FINISHED APPEARANCE D. PROVIDE BLOCKING, BACKING, AND ANCHORAGE REQUIRED TO SUPPORT CASEWORK, COUNTERTOPS, BENCHES, AND APPLIED LOADS E. COORDINATE CASEWORK WITH APPLIANCES, PLUMBING FIXTURES, ELECTRICAL DEVICES, AND SPECIALTIES DIVISION 07 – THERMAL/MOISTURE PROTECTION 07 21 00 – THERMAL INSULATION 1. STANDARDS A. THERMAL PERFORMANCE: ASTM C518 B. FIBERGLASS BLANKET INSULATION: ASTM C665 C. MINERAL FIBER BOARD INSULATION: ASTM C612 D. POLYISOCYANURATE BOARD INSULATION: ASTM C1289 E. EXTRUDED POLYSTYRENE (XPS) BOARD INSULATION: ASTM C578 F. SURFACE BURNING CHARACTERISTICS: ASTM E84 2. MATERIALS A. BELOW-GRADE FOUNDATION INSULATION: 1. TYPE IV, 25 PSI, EXTRUDED POLYSTYRENE BOARD INSULATION (XPS); ASTM C578 B. THERMAL BATT INSULATION: 1. UNFACED AND/OR KRAFT-FACED FIBERGLASS BATT INSULATION TO FULLY FILL CAVITY 2. APPROVED MANUFACTURERS: OWENS CORNING; CERTAINTEED; KNAUF C. BLOWN-IN FIBERGLASS INSULATION FOR ATTICS: 1. LOOSE-FILL FIBERGLASS INSULATION 2. APPROVED MANUFACTURERS: OWENS CORNING; CERTAINTEED; KNAUF D. BIBS (BLOWN-IN BLANKET SYSTEMS) INSULATION: 1. CUSTOM-FIT THERMAL BLANKET WITH BLOWN-IN FIBERGLASS INSULATION TO FULLY FILL CAVITY 2. APPROVED MANUFACTURERS: OWENS CORNING; CERTAINTEED; KNAUF; KINZLER E. POLYISOCYANURATE BOARD INSULATION WITH COATED GLASS FACER: 1. APPROVED PRODUCTS: • XCI CG (CLASS A) AS MANUFACTURED BY HUNTER PANELS • CCW R2+ MATTE POLYISO INSULATION BOARD 2. GLASS-FIBER-FACED: ASTM C1289, TYPE I, CLASS 1 OR 2 3. FIRE PROPAGATION CHARACTERISTICS: PASSES NFPA 285 TESTING AS PART OF AN APPROVED ASSEMBLY 4. AT EXTERIOR WALLS: PROVIDE TYPE II, CLASS 1 OR 2, GRADE 3, 25 PSI MINIMUM COMPRESSIVE STRENGTH F. SPRAY-APPLIED FOAM INSULATION: 1. BASIS-OF-DESIGN: ICYNENE PROSEAL MD-C-200 (ASTM C518; R/IN = 6.6) 2. THERMAL PROTECTION (WHERE EXPOSED TO INTERIOR): THERMAL BARRIER COATING; INTERNATIONAL FIREPROOF TECHNOLOGY INC DC315 OR EQUAL; APPLY SUFFICIENT COVERAGE TO ACHIEVE MINIMUM 15-MINUTE THERMAL BARRIER RATING G. NAILABLE-BASE INSULATION WITH FIRE-TREATED PLYWOOD FACE: 1. BASIS-OF-DESIGN PRODUCT: XCI PLY NAILABLE-BASE INSULATION PANEL AS MANUFACTURED BY HUNTER PANELS 2. FASTENERS: HUNTER PANELS SIP HD FASTENER H. NAILABLE-BASE INSULATION WITH PLYWOOD FACE: 1. BASIS-OF-DESIGN PRODUCT: XCI NB NAILABLE-BASE INSULATION PANEL AS MANUFACTURED BY HUNTER PANELS 2. FASTENERS: HUNTER PANELS SIP HD FASTENER I. MINERAL WOOL INSULATION FOR EXTERIOR WALL CAVITIES: 1. APPROVED PRODUCTS: • CAVITYROCK AS MANUFACTURED BY ROCKWOOL • THERMAFIBER RAINBARRIER HD AS MANUFACTURED BY OWENS CORNING J. VAPOR RETARDERS: 1. APPROVED PRODUCT: MEMBRAIN AS MANUFACTURED BY CERTAINTEED K. ACCESSORIES: 1. PROVIDE ALL ADHESIVES, TAPES, AND FASTENERS REQUIRED FOR A FULL AND COMPLETE SYSTEM 3. APPLICATIONS 1. COORDINATE INSULATION WITH AIR BARRIER, VAPOR RETARDER, WATER-RESISTIVE BARRIER, AND FIRE-RESISTANCE-RATED ASSEMBLIES 07 26 16 – UNDER-SLAB VAPOR BARRIER 1. STANDARDS A. WATER VAPOR TRANSMISSION: ASTM E1745, CLASS A B. PUNCTURE RESISTANCE: ASTM D1709 C. TENSILE STRENGTH: ASTM D882 2. MATERIALS A. BASIS-OF-DESIGN PRODUCT: STEGO WRAP 15-MIL VAPOR BARRIER AS MANUFACTURED BY STEGO INDUSTRIES B. ACCESSORIES: 1. MANUFACTURER-APPROVED TAPES, SEALANTS, AND MASTICS 2. PREFORMED BOOTS AND PATCHES AT PENETRATIONS 3. APPLICATIONS A. PROVIDE VAPOR BARRIER DIRECTLY BELOW CONCRETE SLABS-ON-GRADE B. EXTEND VAPOR BARRIER TO SLAB EDGES, GRADE BEAMS, AND FOUNDATIONS AS REQUIRED TO MAINTAIN CONTINUITY 07 27 00 – COMMERCIAL-GRADE BUILDING WRAP 1. STANDARDS A. WATER-RESISTIVE BARRIERS: ASTM E2556, TYPE I OR TYPE II B. AIR LEAKAGE OF MATERIAL: ASTM E2178 C. WATER PENETRATION RESISTANCE: ASTM E331 D. SURFACE BURNING CHARACTERISTICS: ASTM E84 2. MATERIALS A. BUILDING WRAP: COMMERCIAL-GRADE WATER-RESISTIVE BARRIER SHEET MATERIAL B. BASIS-OF-DESIGN PRODUCTS: TYVEK COMMERCIALWRAP C. ACCESSORIES: 1. MANUFACTURER-APPROVED FLASHING TAPES 2. SELF-ADHERING FLASHING AT OPENINGS AND TRANSITIONS 3. SEALANTS COMPATIBLE WITH BUILDING WRAP 3. APPLICATIONS A. PROVIDE COMMERCIAL-GRADE BUILDING WRAP AT EXTERI OR WALLS AS SHOWN B. PROVIDE CONTINUOUS WATER-RESISTIVE BARRIER BEHIND EXTERIOR CLADDING SYSTEMS C. INTEGRATE BUILDING WRAP WITH FLASHINGS, AIR BARRIERS, AND ADJACENT WATER- MANAGEMENT COMPONENTS D. COORDINATE BUILDING WRAP WITH WINDOW, DOOR, AND PENETRATION FLASHING SYSTEMS 07 41 13 – STANDING-SEAM METAL ROOFING 1. STANDARDS A. METAL ROOF PANEL SYSTEMS: ASTM E1592 B. ALUMINUM-ZINC COATED STEEL SHEET: ASTM A792 / A792M C. ALUMINUM SHEET: ASTM B209 D. STRUCTURAL PERFORMANCE: ASTM E330 E. AIR INFILTRATION: ASTM E1680 F. WATER PENETRATION: ASTM E1646 G. SURFACE BURNING CHARACTERISTICS: ASTM E84 2. MATERIALS A. STANDING-SEAM METAL ROOF PANEL SYSTEM: 1. BASIS-OF-DESIGN ROOF PANEL SYSTEM: HOLCIM ELEVATE UC-501 B. METAL: 1. GALVALUME STEEL OR ALUMINUM AS SHOWN 2. MINIMUM THICKNESS: 24 GAUGE STEEL OR 0.040 INCH ALUMINUM UNLESS NOTED OTHERWISE C. FINISH: 1. FACTORY-APPLIED FLUOROPOLYMER (PVDF) COATING 2. COLOR AS SELECTED FROM MANUFACTURER’S FULL RANGE 3. CLIPS AND FASTENERS: 4. MANUFACTURER-APPROVED CLIPS AND FASTENERS COMPATIBLE WITH PANEL SYSTEM D. UNDERLAYMENT: 1. HIGH-TEMPERATURE SYNTHETIC ROOF UNDERLAYMENT 2. COMPATIBLE WITH METAL ROOFING SYSTEM 3. APPLICATIONS A. PROVIDE A COMPLETE ROOFING SYSTEM INCLUDING PANELS, CLIPS, TRIMS, FLASHINGS, AND ACCESSORIES REQUIRED FOR A WATERTIGHT INSTALLATION B. COORDINATE METAL ROOFING WITH: 1. ROOF DECK AND STRUCTURE 2. UNDERLAYMENT AND AIR/WATER BARRIERS 3. ROOF PENETRATIONS, CURBS, AND EDGE CONDITIONS 4. SHEET METAL FLASHING AND TRIM 5. PANEL ORIENTATION, SEAM DIRECTION, AND TERMINATIONS AS SHOWN DIVISION 07 – THERMAL/MOISTURE PROTECTION 07 46 46.02 – FIBER CEMENT PANEL CLADDING (NICHIHA) 1. STANDARDS A. FIBER-CEMENT PRODUCTS: ASTM C1186 B. EXTERIOR WALL CLADDING SYSTEMS: ASTM E2913 C. WATER PENETRATION OF CLADDING SYSTEMS: ASTM E331 D. AIR LEAKAGE OF MATERIALS: ASTM E2178 E. SURFACE BURNING CHARACTERISTICS: ASTM E84 2. MATERIALS A. FIBER CEMENT PANEL CLADDING SYSTEM: 1. PREFINISHED FIBER CEMENT PANELS WITH INTEGRAL RAINSCREEN PERFORMANCE 2. BASIS-OF-DESIGN PRODUCTS: NICHIHA USA ARCHITECTURAL WALL PANEL SYSTEM 3. SERIES, PANEL SIZE, TEXTURE, AND COLOR AS SHOWN ON DRAWINGS B. SUPPORT SYSTEM: 1. MANUFACTURER-APPROVED ALUMINUM OR STEEL CLIP AND RAIL SYSTEM 2. CORROSION-RESISTANT MATERIALS COMPATIBLE WITH PANEL SYSTEM C. TRIMS AND ACCESSORIES: 1. MANUFACTURER-APPROVED CORNER, EDGE, AND TERMINATION TRIMS 2. COLOR AND FINISH TO MATCH OR COMPLEMENT PANELS; FINISH TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE D. FASTENERS: a. MANUFACTURER-APPROVED CORROSION-RESISTANT FASTENERS 3. APPLICATIONS A. PROVIDE COMPLETE PANEL SYSTEM INCLUDING PANELS, SUPPORT FRAMING, CLIPS, TRIMS, AND ACCESSORIES REQUIRED FOR A FINISHED INSTALLATION B. INSTALL PANELS AS A RAINSCREEN CLADDING SYSTEM WITH DRAINAGE AND VENTILATION BEHIND PANELS C. COORDINATE PANEL SYSTEM WITH: a. AIR AND WATER-RESISTIVE BARRIERS b. FLASHINGS AND OPENINGS c. STRUCTURAL BACKUP WALL AND SUBSTRATE TOLERANCES 07 62 00 – SHEET METAL FLASHING & TRIM 1. STANDARDS A. SHEET METAL: ASTM A653 / A653M (GALVANIZED STEEL) B. ALUMINUM SHEET: ASTM B209 C. STAINLESS STEEL SHEET: ASTM A240 D. FABRICATION AND INSTALLATION PRACTICES: SMACNA ARCHITECTURAL SHEET METAL MANUAL E. SURFACE BURNING CHARACTERISTICS: ASTM E84 2. MATERIALS A. SHEET METAL FLASHING AND TRIM: 1. GALVANIZED STEEL, ALUMINUM, OR STAINLESS STEEL AS SHOWN 2. MINIMUM MATERIAL THICKNESS: 3. GALVANIZED STEEL: 24 GAUGE UNLESS NOTED OTHERWISE 4. ALUMINUM: 0.040 INCH UNLESS NOTED OTHERWISE 5. STAINLESS STEEL: 24 GAUGE B. FINISHES: a. FACTORY-APPLIED COATING OR PREFINISHED METAL WHERE SHOWN b. EXPOSED METAL FINISH TO MATCH ADJACENT CONDITIONS C. ACCESSORIES: a. CLEATS, CLIPS, FASTENERS, AND SEALANTS COMPATIBLE WITH BASE METAL b. SEPARATION MATERIALS BETWEEN DISSIMILAR METALS 3. APPLICATIONS A. FLASHINGS AND TRIM SHALL FORM A CONTINUOUS WEATHER-RESISTANT SYSTEM AT ROOF EDGES, WALL INTERSECTIONS, OPENINGS, AND TERMINATIONS B. SHAPE, PROFILE, AND EXTENT OF FLASHING AND TRIM SHALL ACCOMMODATE BUILDING MOVEMENT AND DRAINAGE C. INTEGRATE FLASHING AND TRIM WITH ROOFING, WALL CLADDING, AIR BARRIERS, AND WATER-RESISTIVE BARRIERS D. PROVIDE EXPANSION JOINTS, SLOPES, AND DRIPS AS REQUIRED TO DIRECT WATER AWAY FROM BUILDING SURFACES 07 71 23 – GUTTERS & DOWNSPOUTS 1. STANDARDS A. SHEET METAL: ASTM A653 / A653M (GALVANIZED STEEL) B. ALUMINUM SHEET: ASTM B209 C. FABRICATION PRACTICES: SMACNA ARCHITECTURAL SHEET METAL MANUAL 2. MATERIALS A. GUTTERS AND DOWNSPOUTS: 1. PREFORMED OR CUSTOM-FABRICATED METAL SYSTEMS B. MATERIAL: 1. ALUMINUM OR GALVANIZED STEEL AS SHOWN 2. MINIMUM THICKNESS: • ALUMINUM: 0.040 INCH • GALVANIZED STEEL: 24 GAUGE 3. FINISH: A. FACTORY-APPLIED COATING B. COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD RANGE 4. ACCESSORIES: A. HANGERS, STRAPS, BRACKETS, SPLASH BLOCKS, AND FASTENERS B. MATERIALS COMPATIBLE WITH GUTTER AND DOWNSPOUT METAL 3. APPLICATIONS A. GUTTER AND DOWNSPOUT SYSTEM SHALL COLLECT AND CONVEY ROOF DRAINAGE AWAY FROM BUILDING B. PROVIDE CONTINUOUS DRAINAGE PATH FROM ROOF EDGES TO DISCHARGE POINTS C. COORDINATE GUTTERS AND DOWNSPOUTS WITH ROOFING, FLASHINGS, AND SHEET METAL TRIM D. LOCATIONS, PROFILES, AND DISCHARGE POINTS AS SHOWN 07 92 00 – JOINT SEALANTS 1. STANDARDS A. ELASTOMERIC JOINT SEALANTS: ASTM C920 B. ADHESION TO SUBSTRATES: ASTM C794 C. CYCLIC MOVEMENT: ASTM C719 D. STAINING OF POROUS SUBSTRATES: ASTM C510 2. MATERIALS A. SELF-LEVELING URETHANE SEALANT; ASTM C920 1. FOR USE AT INTERIOR CONCRETE FLOOR SLAB JOINTS 2. BASIS-OF-DESIGN: TREMCO THC 900/901 B. ACOUSTICAL SEALANT; ASTM C919 1. FOR USE AT ELECTRICAL OUTLETS, AT THE BOTTOM OF ALL INTERIOR PARTITION WALLS, AND AT THE TOP OF ALL INTERIOR FULL-HEIGHT PARTITION WALLS 2. BASIS-OF-DESIGN: TREMCO ACOUSTICAL SEALANT C. ACRYLIC LATEX SEALANT; ASTM C834 1. FOR USE AT INTERIOR JOINTS AND LOCATIONS OR AT MATERIALS REQUIRING JOINT SEALANT TO COMPLY WITH MANUFACTURER’S WRITTEN INSTALLATION INSTRUCTIONS 2. BASIS-OF-DESIGN: TREMCO TREMflex 834 D. SEALANT FOR PLUMBING FIXTURES; ASTM C920 1. FOR USE WHERE PLUMBING FIXTURES ARE INSTALLED AGAINST COUNTERS, WALLS, AND FLOORS 2. BASIS-OF-DESIGN: TREMCO SPECTREM 3 E. FIELD-TINTABLE SILICONE SEALANT; ASTM C920 1. FOR USE AT EXTERIOR JOINTS AND LOCATIONS OR AT MATERIALS REQUIRING JOINT SEALANT TO COMPLY WITH MANUFACTURER’S WRITTEN INSTALLATION INSTRUCTIONS 2. BASIS-OF-DESIGN: TREMCO SPECTREM 4-TS 3. USE OF URETHANE SEALANTS AT EXTERIOR JOINTS IS NOT ALLOWED 4. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANG F. EXTERIOR JOINTS AT HORIZONTAL TRAFFIC SURFACE 1. FOR USE AT EXTERIOR PAVEMENT JOINTS IN VEHICLE TRAFFIC SURFACES PER SUDAS 2. CONFIRM AND COORDINATE WITH CIVIL DRAWINGS 3. REFER TO CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION, IF APPLICABLE 3. APPLICATIONS A. SELECT SEALANT TYPE BASED ON JOINT LOCATION, MOVEMENT CAPABILITY, AND EXPOSURE CONDITIONS B. USE SEALANT TYPES CONSISTENT WITH ADJACENT MATERIALS AND SUBSTRATES C. INTEGRATE SEALANTS WITH AIR BARRIER, WATER-RESISTIVE BARRIER, FLASHING, AND CLADDING SYSTEMS D. COLORS AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 0 8 P M SPX-102 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 SPECIFICATIONS PERMIT SUBMITTAL 08 11 13 – HOLLOW METAL DOORS AND FRAMES 1. STANDARDS A. STEEL DOORS AND FRAMES PER ANSI/SDI A250.8 B. FIRE-RATED ASSEMBLIES PER UL 10C C. LABELED FIRE DOORS AND FRAMES PER NFPA 80 D. SURFACE BURNING CHARACTERISTICS PER ASTM E84 2. MATERIALS A. APPROVED MANUFACTURERS 1. CECO DOOR PRODUCTS 2. CURRIES 3. STEELCRAFT B. HOLLOW METAL DOORS 1. FLUSH STEEL DOORS 2. FACE SHEETS MINIMUM 18 GAUGE 3. CORE INSULATED STEEL STIFFENED CORE OR POLYSTYRENE CORE AS REQUIRED BY DOOR SIZE, LOCATION, AND FIRE RATING C. HOLLOW METAL FRAMES 1. WELDED STEEL FRAMES 2. MINIMUM 16 GAUGE 3. ANCHORS AS REQUIRED FOR WALL TYPE D. FIRE-RATED ASSEMBLIES 1. DOORS AND FRAMES LABELED BY A RECOGNIZED TESTING AGENCY 2. FIRE RATINGS AS INDICATED E. FINISH 1. FACTORY-APPLIED PRIME COAT SUITABLE FOR FIELD PAINTING F. HARDWARE PREPARATION 1. FACTORY PREPARED FOR SPECIFIED HARDWARE 2. REINFORCEMENT FOR CLOSERS, PANIC HARDWARE, AND OTHER HEAVY-DUTY HARDWARE 3. APPLICATIONS A. DOORS AND FRAMES SHALL BE SQUARE, PLUMB, AND TRUE WITH UNIFORM REVEALS B. PROVIDE CONTINUOUS FRAME ANCHORAGE AND REINFORCEMENT REQUIRED FOR INTENDED USE AND LONG-TERM DURABILITY C. COORDINATE DOOR AND FRAME SIZES, SWINGS, AND HANDING WITH HARDWARE, FIRE RATINGS, AND WALL CONSTRUCTION D. FIRE-RATED OPENINGS SHALL MAINTAIN REQUIRED RATING THROUGH COMPLETE ASSEMBLY 08 14 16 – FLUSH WOOD DOORS 1. STANDARDS A. FLUSH WOOD DOORS PER ANSI/WDMA I.S.1A B. FIRE-RATED WOOD DOORS PER UL 10C C. LABELED FIRE DOORS PER NFPA 80 D. FORMALDEHYDE EMISSIONS PER ANSI A208.1 2. MATERIALS A. APPROVED MANUFACTURERS 1. VT INDUSTRIES 2. ALGOMA HARDWOODS 3. WIDE RANGE B. FLUSH WOOD DOORS 1. SOLID CORE FLUSH WOOD DOORS 2. CUSTOM GRADE UNLESS NOTED OTHERWISE C. FACE MATERIALS 1. WOOD VENEER 2. PAINT-GRADE HARDBOARD OR MDF 3. FACE MATERIAL AND VENEER CUT AS SHOWN D. CORE 1. SOLID CORE SUITABLE FOR DOOR SIZE, LOCATION, AND PERFORMANCE REQUIREMENTS E. FIRE-RATED DOORS 1. LABELED AND LISTED ASSEMBLIES 2. FIRE RATINGS AS INDICATED F. EDGE CONSTRUCTION 1. FACTORY-SEALED EDGES 2. EDGE TREATMENT TO MATCH FACE FINISH G. HARDWARE PREPARATION 1. FACTORY MACHINED FOR SPECIFIED HARDWARE 2. REINFORCEMENT FOR CLOSERS AND HEAVY-DUTY HARDWARE H. FINISH a. FACTORY-APPLIED FOR FIELD PAINTING OR FIELD-APPLI ED FINISH AS NOTED ON DRAWINGS; FACTORY-APPLIED FINISHES TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE 3. APPLICATIONS A. DOORS SHALL BE FABRICATED TRUE, FLAT, AND FREE OF WARPING B. MATCH DOOR FACE MATERIALS, VENEER CUT, AND FINISH ACROSS SIMILAR OPENINGS C. COORDINATE DOOR SIZE, THICKNESS, AND FIRE RATING WITH FRAMES, HARDWARE, AND WALL CONSTRUCTION D. FIRE-RATED WOOD DOORS SHALL MAINTAIN REQUIRED RATING THROUGH COMPLETE ASSEMBLY 08 41 13 – INTERIOR ALUMINUM STOREFRONT 1. STANDARDS A. ALUMINUM FRAMED SYSTEMS: ASTM E330 B. ALUMINUM FINISH: AAMA 611-12, CLASS I C. ALUMINUM EXTRUSIONS: ASTM B221 D. ALUMINUM SHEET AND PLATE: ASTM B209 E. ALUMINUM EXTRUDED BARS, RODS, PROFILES, AND TUBES: ASTM B221 F. ALUMINUM EXTRUDED STRUCTURAL PIPE AND TUBES: ASTM B429 G. ALUMINUM STRUCTURAL PROFILES: ASTM B308 / B308M H. WELDING RODS AND BARE ELECTRODES: AWS A5.10 / A5.10M I. STEEL REINFORCEMENT SHAPES, PLATES, AND BARS: ASTM A36 / A36M J. COLD-ROLLED STEEL SHEET AND STRIP: ASTM A1008 / A1008M K. HOT-ROLLED STEEL SHEET AND STRIP: ASTM A1011 / A1011M 2. MATERIALS A. APPROVED MANUFACTURERS: 1. OLDCASTLE BUILDING ENVELOPE (OBE) 2. MANKO WINDOWS 3. TUBELITE B. SYSTEM CHARACTERISTICS 1. FACE SIZE: 2 INCH 2. SYSTEM DEPTH: 4-1/2 INCH TOTAL 3. CONSTRUCTION: STANDARD, NON-THERMAL 4. GLAZING SYSTEM: RETAINED MECHANICALLY WITH GASKETS ON FOUR SIDES 5. GLAZING PLANE: CENTER; WHERE MATCHING EXISTING CONSTRUCTION, CONFIRM EXISTING GLASS PLANE PRIOR TO FABRICATION C. ALUMINUM FINISH 1. COLOR ANODIC FINISH: AAMA 611-12, CLASS I 2. COLOR: AS INDICATED ON DRAWINGS D. ALUMINUM a. ALLOY AND TEMPER AS RECOMMENDED BY MANUFACTURER FOR USE AND FINISH b. ALUMINUM EXTRUSION: ALLOY 6063-T6 OR 6063-T5; ASTM B221 c. PRIMARY EXTRUDED FRAMING: MINIMUM 0.075 INCH THICK d. EXTRUDED OR FORMED TRIM COMPONENTS: MINIMUM 0.060 INCH THICK e. STEEL REINFORCEMENT (WHERE REQUIRED BY MANUFACTURER): f. MANUFACTURER’S STANDARD ZINC-RICH, CORROSION-RESI STANT PRIMER COMPLYING WITH SSPC-PS GUIDE NO. 12.00 E. GLAZING 1. REFER TO SECTION 08 80 00 – GLAZING F. ACCESSORIES 1. MANUFACTURER’S STANDARD ITEMS FOR FULL AND COMPLETE SYSTEM INCLUDING BRACKETS, REINFORCING COMPONENTS, SHIMS, FASTENERS, FLASHING MATERIALS, BITUMINOUS COATINGS, GASKETS, SEALANTS, AND RELATED COMPONENTS 3. APPLICATIONS A. SYSTEM SHALL MEET DEFLECTION PERFORMANCE CRITERIA CONSISTENT WITH ASTM E330 AND THE PROJECT REQUIREMENTS B. COORDINATE STOREFRONT WITH ADJACENT PARTITIONS, CEILINGS, FLOOR TOLERANCES, AND DOOR/HARDWARE REQUIREMENTS WHERE STOREFRONT DOORS OCCUR C. PROVIDE ISOLATION BETWEEN ALUMINUM AND DISSIMILAR METALS, AND BETWEEN ALUMINUM AND CONCRETE OR MASONRY, TO LIMIT GALVANIC ACTION AND CORROSION D. CONFIGURE SYSTEM TO MANAGE INCIDENTAL MOISTURE WITHIN FRAMING AND AT JOINTS, INCLUDING DRAINAGE TO THE EXTERIOR WHERE APPLICABLE DIVISION 08 – OPENINGS DIVISION 08 – OPENINGS 08 71 00 – DOOR HARDWARE 1. STANDARDS A. DOOR HARDWARE FOR FIRE-RATED OPENINGS SHALL COMPLY WITH NFPA 80 STANDARD FOR FIRE DOORS, NFPA 101 LIFE SAFETY CODE, NFPA 105 SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES, AND NFPA 252 FIRE TESTS OF DOOR ASSEMBLIES B. ELECTRIFIED DOOR HARDWARE SHALL COMPLY WITH NFPA 70, INCLUDING ARTICLE 100 C. PRIOR TO ORDERING ELECTRIFIED HARDWARE, CONDUCT A COORDINATION MEETING TO ALIGN DOOR HARDWARE REQUIREMENTS WITH SECURITY, ELECTRICAL, DOORS AND FRAMES, AND OTHER RELATED TRADES AND SUPPLIERS D. DOOR HARDWARE AT DOORS IN AN ACCESSIBLE ROUTE SHALL COMPLY WITH ALL GOVERNING ACCESSIBILITY REQUIREMENTS E. EACH HARDWARE ITEM OR PACKAGE SHALL BE INDIVIDUALLY TAGGED AND IDENTIFIED TO MATCH THE FINAL DOOR HARDWARE SCHEDULE AND SHALL I NCLUDE INSTALLATION INSTRUCTIONS, TEMPLATES, AND REQUIRED FASTENERS; HARDWARE SHALL BE DELIVERED IN THE MANUFACTURER’S ORIGINAL PACKAGING F. SINGLE-SOURCE RESPONSIBILITY SHALL APPLY; EACH TYPE OF DOOR HARDWARE SHALL BE OBTAINED FROM A SINGLE MANUFACTURER G. ALL DOOR HARDWARE SHALL MEET OR EXCEED THE REQUIREMENTS OF ANSI/BHMA A156, INCLUDING ALL REFERENCED 2. MATERIALS A. APPROVED MANUFACTURERS 1. ALLEGION GROUP 2. SCHLAGE 3. LCN 4. VON DUPRIN 5. ASSA ABLOY GROUP 6. CORBIN RUSSWIN 7. SARGENT 8. YALE B. LOCKSETS AND LATCHSETS 1. GRADE 1 HEAVY DUTY 2. LEVER HANDLES UNLESS NOTED OTHERWISE C. EXIT DEVICES 1. PANIC OR FIRE EXIT HARDWARE AS REQUIRED BY CODE 2. DEVICE TYPE AND FUNCTION AS INDICATED D. DOOR CLOSERS 1. SURFACE-MOUNTED CLOSERS 2. ADJUSTABLE CLOSING AND LATCHING SPEED E. HINGES 1. HEAVY DUTY BALL BEARING TYPE 2. NON-REMOVABLE PINS AT OUTSWING DOORS WHERE REQUIRED F. FINISH 1. FINISHES AS INDICATED IN HARDWARE SETS 3. APPLICATIONS A. HARDWARE SHALL BE SELECTED AND COORDINATED WITH DOOR TYPE, FRAME TYPE, AND FIRE RATING B. HARDWARE SETS SHALL BE CONSISTENT WITH DOOR FUNCTION, SWING, AND USE C. COORDINATE HARDWARE WITH ACCESS CONTROL, SECURITY, AND LIFE SAFETY REQUIREMENTS D. FIRE-RATED OPENINGS SHALL MAINTAIN REQUIRED RATING THROUGH COMPLETE ASSEMBLY 08 80 00 – GLAZING 1. STANDARDS A. DELIVERY, STORAGE, AND HANDLING SHALL MEET OR EXCEED MANUFACTURER’S WRITTEN REQUIREMENTS B. CONTRACTOR SHALL BE RESPONSIBLE FOR GLAZING DESIGN INCLUDING, BUT NOT LIMITED TO 1. ENSURING COMPLIANCE WITH DESIGN WIND LOADS AND THERMAL MOVEMENT PERFORMANCE AS REQUIRED BY GOVERNING CODES 2. CONFIRMING GLAZING REQUIREMENTS BASED ON GLASS LOCATION AND LOCAL JURISDICTION REQUIREMENTS 3. THERMAL PERFORMANCE REQUIREMENTS FOR EXTERIOR GLAZING SHALL INCLUDE • MAXIMUM ALLOWABLE U-FACTOR 0.24 WINTER AND SUMMER PER NFRC 100 • MAXIMUM ALLOWABLE SOLAR HEAT GAIN COEFFICIENT 0.41 PER NFRC 200 • SOLAR OPTICAL PROPERTIES SHALL COMPLY WITH NFRC 300 4. SAFETY GLAZING PRODUCTS SHALL COMPLY WITH 16 CFR 1201 2. MATERIALS A. APPROVED MANUFACTURERS a. GUARDIAN b. OLDCASTLE c. PILKINGTON d. VIRACON e. VITRO B. MATERIALS 1. TEMPERED GLASS (TG) PER ASTM C1048 a. TEMPERED GLASS AT ALL INTERIOR LOCATIONS UNLESS NOTED OTHERWISE INCLUDING SIDELITES, BORROW LITES, AND TRANSOMS IN HOLLOW METAL FRAMES b. STANDARD THICKNESS 1 4 INCH UNLESS NOTED OTHERWISE 2. ALL-GLASS INTERIOR PANELS AND ENTRANCE SYSTEMS a. BUTT-GLAZED FIXED PANELS RESTRAINED AT TOP AND BOTTOM ONLY SHALL USE THE FOLLOWING TEMPERED GLASS THICKNESSES UNLESS NOTED OTHERWISE 1. UP TO 6 FEET IN HEIGHT: 3/8 INCH 2. 6 FEET TO 10 FEET IN HEIGHT: 1/2 INCH 3. 10 FEET TO 12 FEET IN HEIGHT: 5/8 INCH 4. 12 FEET TO 14 FEET IN HEIGHT: 3/4 INCH 5. 14 FEET TO 16 FEET IN HEIGHT: 7/8 INCH 6. 16 FEET TO 18 FEET IN HEIGHT: 1 INCH 3. STANDARD LAMINATED GLASS (LG) PER ASTM C1172 a. STANDARD THICKNESS 5/16 INCH UNLESS NOTED OTHERWISE 4. LAMINATED SECURITY GLASS (LSG) PER UL 972 a. BURGLARY-RESISTANT RATED ASSEMBLY b. USE WHERE SECURITY GLAZING IS REQUIRED 5. TRANSPARENT INSULATING GLASS (IG) PER ASTM E2190 a. STANDARD THICKNESS 1 INCH AT EXTERIOR LOCATIONS UNLESS NOTED OTHERWISE b. TEMPERED GLASS WHERE REQUIRED BY CODE c. HEAT-STRENGTHENED GLASS WHERE TEMPERED GLASS IS NOT REQUIRED d. INSULATING UNITS 35 SQUARE FEET OR GREATER SHALL BE HEAT-STRENGTHENED OR TEMPERED. ANNEALED GLASS IS NOT ACCEPTABLE e. GLAZING SUPPLIER SHALL REVIEW CONTRACT DOCUMENTS FOR DIFFERENTIAL SHADING CONDITIONS AND PROVIDE HEAT-STRENGTHENED GLASS AS REQUIRED f. DUAL-SEAL SYSTEM WITH SILICONE SECONDARY SEAL g. WARM-EDGE SPACER BLACK TECHNOFORM I-SPACER OR COMPARABLE WARMER SPACER h. GLASS MAKEUP INCLUDING INBOARD AND OUTBOARD LITES AND AIR SPACE AS INDICATED i. AIR SPACE ARGON-FILLED 6. INSULATING SPANDREL GLASS (ISG) a. MATCH STANDARD INSULATING GLASS PERFORMANCE b. OPAQUE CERAMIC FRIT COATING WITH INSULATED ALUMINUM BACK PAN c. HEAT-STRENGTHENED OR TEMPERED GLASS AT BOTH LITES AS REQUIRED BY APPLICATION 7. FIRE-RESISTIVE GLAZING (FRG) AND FIRE-RESISTIVE SAFETY GLAZING FRSG a. FIRE PROTECTION RATING AS REQUIRED FOR THE ASSEMBLY AND PERMANENTLY LABELED BY AN APPROVED TESTING AGENCY b. FIRE-RESISTIVE SAFETY GLAZING AT INTERIOR FULL-VISION TEMPERATURE-RISE DOORS AND WINDOWS c. SUBCONTRACTOR RESPONSIBLE FOR CONFIRMING GLAZING REQUIREMENTS BASED ON AREA, LOCATION, AND FIRE RATING d. ACCEPTABLE MANUFACTURERS • SAFTI FIRST • TGP C. GLAZING ACCESSORIES 1. GLAZING SEALANTS AND TAPES COMPATIBLE WITH ALL SYSTEM COMPONENTS TO MAINTAIN PERFORMANCE REQUIREMENTS AND WARRANTIES 2. MISCELLANEOUS MATERIALS FOR A FULL AND COMPLETE SYSTEM INCLUDING CLEANERS, PRIMERS, SEALERS, SETTING BLOCKS, SPACERS, EDGE BLOCKS, PERIMETER INSULATION, AND RELATED ITEMS 3. APPLICATIONS A. COORDINATE GLASS TYPE, THICKNESS, SAFETY REQUIREMENTS, AND EDGE CONDITIONS WITH FRAMING SYSTEMS, DOOR SYSTEMS, AND HARDWARE REQUIREMENTS B. FIRE-RATED GLAZING SHALL BE COMPATIBLE WITH AND M AINTAIN THE RATING OF THE COMPLETE ASSEMBLY C. WINDOW FILM AND RELATED SPECIALTIES SHALL MATCH DRAWINGS AND SPECIFIED CONDITIONS WHERE APPLICABLE DIVISION 09 – FINISHES 09 29 00 – GYPSUM BOARD COMMERCIAL 1. STANDARDS A. DELIVERY, STORAGE, AND HANDLING SHALL MEET OR EXCEED MANUFACTURER’S WRITTEN REQUIREMENTS B. FIRE-RESISTANCE-RATED ASSEMBLIES SHALL USE MATERI ALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ACCORDANCE WITH ASTM E119 BY AN INDEPENDENT TESTING AGENCY C. STC-RATED ASSEMBLIES SHALL USE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ACCORDANCE WITH ASTM E90 AND CLASSIFIED PER ASTM E413 D. GYPSUM BOARD FINISH LEVELS SHALL BE COORDINATED WITH THE SPECIFIED FINISH MATERIALS AND LIGHTING CONDITIONS E. MANUFACTURER’S STANDARD WARRANTY SHALL APPLY TO ALL PRODUCTS 2. MATERIALS A. APPROVED MANUFACTURERS 1. AMERICAN GYPSUM COMPANY 2. CERTAINTEED GYPSUM INC 3. G-P GYPSUM 4. NATIONAL GYPSUM COMPANY 5. USG CORPORATION B. INTERIOR GYPSUM BOARD 1. COMPLY WITH ASTM C1396 C1396M 2. TAPERED LONG EDGES 3. REGULAR TYPE GYPSUM BOARD 4. THICKNESS 5/8 INCH UNLESS NOTED OTHERWISE C. TYPE X GYPSUM BOARD 1. THICKNESS 5/8 INCH UNLESS NOTED OTHERWISE D. CEILING TYPE GYPSUM BOARD 1. ENHANCED SAG RESISTANCE 2. THICKNESS 5/8 INCH 3. TYPE X UNLESS NOTED OTHERWISE E. MOISTURE AND MOLD-RESISTANT GYPSUM BOARD 1. MOISTURE AND MOLD-RESISTANT CORE AND SURFACES 2. CORE 5/8 INCH TYPE X 3. USE AT ALL RESTROOMS AND ALL AREAS WITHIN 4 FEET OF PLUMBING FIXTURES INCLUDING SINKS, WATER CLOSETS, URINALS, LAVATORIES, DRAINS, AND JANITORIAL AREAS F. TILE BACKING PANELS PER ASTM C1178 C1178M 1. BASIS-OF-DESIGN DENS SHIELD TILE GUARD BY G-P GYPSUM 2. GLASS-MAT WATER-RESISTANT BACKING BOARD 3. CORE 5/8 INCH TYPE X G. TRIM ACCESSORIES PER ASTM C1047 H. JOINT TREATMENT MATERIALS 1. JOINT COMPOUND PER ASTM C475 C475M 2. PAPER JOINT TAPE 3. SETTING-TYPE COMPOUND FOR PREFILLING 4. DRYING-TYPE ALL-PURPOSE COMPOUND FOR EMBEDDING, FI LL, AND FINISH COATS I. AUXILIARY MATERIALS 1. LAMINATING ADHESIVE AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER 2. STEEL DRILL SCREWS PER ASTM C1002 3. SOUND ATTENUATION BLANKETS PER ASTM C665 TYPE I 3. APPLICATIONS A. INSTALL GYPSUM BOARD IN ACCORDANCE WITH MANUFACTURER’S MOST CURRENT WRITTEN INSTRUCTIONS AND ASTM C840 B. PROVIDE BACKING AND BLOCKING FOR WALL-MOUNTED FIXTURES, MILLWORK, ACCESSORIES, AND EQUIPMENT C. FINISH GYPSUM BOARD SURFACES AS FOLLOWS 1. LEVEL 1 AT PLENUMS, CONCEALED AREAS, AND UTILITY SPACES 2. LEVEL 4 AT EXPOSED WALL AND CEILING SURFACES UNLESS NOTED OTHERWISE 3. LEVEL 5 AT LOCATIONS INDICATED; HAND-SKIMMED FINISH ONLY D. WHERE INTEGRAL COVE BASE IS USED, FINISH GYPSUM BOARD WALLS FULL HEIGHT TO FLOOR 09 51 00 – ACOUSTICAL CEILINGS 1. STANDARDS A. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH FIRE-RESISTANCE CHARACTERISTICS TESTED IN ACCORDANCE WITH ASTM E119 WHERE APPLICABLE B. ACOUSTICAL CEILING TILES SHALL COMPLY WITH ASTM E1264 FOR CLASS A MATERIALS WHEN TESTED PER ASTM E84 C. SURFACE-BURNING CHARACTERISTICS a. SMOKE-DEVELOPED INDEX 450 OR LESS 2. MATERIALS A. ACOUSTICAL CEILING TILES - COMPLY WITH ASTM E1264 a. TYPE, SIZE, AND FINISH AS INDICATED ON DRAWINGS B. METAL SUSPENSION SYSTEM - COMPLY WITH ASTM C635 a. TYPE AND CONFIGURATION AS INDICATED ON DRAWINGS C. ATTACHMENT DEVICES a. PROVIDE ALL ATTACHMENT DEVICES REQUIRED FOR A FULL AND COMPLETE INSTALLATION D. ACOUSTICAL CEILING TILE PRODUCTS a. ACOUSTICAL CEILING TILE AS NOTED ON DRAWINGS b. ACOUSTICAL CEILING GRID AS NOTED ON DRAWINGS c. ACOUSTICAL CEILING SPECIALTY EDGE TRIM AS NOTED ON DRAWINGS E. EXTRA MATERIALS a. FURNISH EXTRA FULL-SIZE CEILING TILES EQUAL TO 2 PERCENT OF QUANTITY INSTALLED FOR EACH TYPE, COLOR, PATTERN, AND SIZE 3. APPLICATIONS A. TOUCH UP, REPAIR, OR REPLACE DAMAGED PRODUCTS PRIOR TO SUBSTANTIAL COMPLETION AND CLEAN AND RESTORE SURFACES TO ORIGINAL CONDITION 09 65 00 – RESILIENT FLOORING 1. STANDARDS A. RESILIENT FLOORING SHALL COMPLY WITH APPLICABLE ASTM PERFORMANCE REQUIREMENTS FOR THE SPECIFIED PRODUCT TYPE B. FIRE-TEST-RESPONSE CHARACTERISTICS SHALL COMPLY WITH ASTM E648 OR NFPA 253 C. CRITICAL RADIANT FLUX CLASS I 2. MATERIALS A. RESILIENT FLOORING TYPES 1. LUXURY VINYL TILE LVT OR LUXURY VINYL PLANK LVP 2. SHEET VINYL FLOORING 3. RUBBER FLOORING B. PRODUCT REQUIREMENTS 1. COMMERCIAL GRADE PRODUCTS SUITABLE FOR THE INTENDED USE AND TRAFFIC LEVEL 2. WEAR LAYER, THICKNESS, AND CONSTRUCTION AS INDICATED C. MANUFACTURERS AND PRODUCTS 1. AS INDICATED ON DRAWINGS 2. ADHESIVES AND ACCESSORIES 3. MANUFACTURER-APPROVED ADHESIVES COMPATIBLE WITH FLOORING AND SUBSTRATE 4. TRANSITION STRIPS, EDGE PROFILES, AND TRIMS AS REQUIRED 3. APPLICATIONS A. VERIFY SUBSTRATE CONDITIONS ARE SUITABLE FOR THE SPECIFIED FLOORING TYPE PRIOR TO INSTALLATION B. ALIGN FLOORING PATTERNS, PLANK DIRECTION, AND JOINT LOCATIONS CONSISTENTLY WITHIN EACH SPACE C. COORDINATE FLOORING WITH RESILIENT BASE, FLOOR TRANSITIONS, AND DOOR CLEARANCES D. INSTALL FLOORING SMOOTH, FLAT, AND FREE OF LIPPING, GAPS, OR VISIBLE ADHESIVE DIVISION 09 – FINISHES 09 91 00 – PAINTING 1. STANDARDS A. PAINT AND COATING MATERIALS SHALL BE COMPATIBLE WITH EACH OTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER TESTING AND FIELD EXPERIENCE B. PAINTING AND COATING WORK SHALL COMPLY WITH MANUFACTURER’S MOST CURRENT WRITTEN INSTALLATION INSTRUCTIONS AND PDCA STANDARDS C. PAINT PRODUCTS USED FOR A GIVEN SUBSTRATE AND FI NISH SYSTEM SHALL BE FROM THE SAME MANUFACTURER 2. MATERIALS A. MANUFACTURERS 1. BASIS-OF-DESIGN: SHERWIN WILLIAMS 2. APPROVED ALTERNATES: PPG AND DIAMOND VOGEL B. PAINT PRODUCTS 1. REFER TO PAINT SCHEDULE FOR SPECIFIC PRODUCTS AND SYSTEMS C. COLORS 1. AS INDICATED ON DRAWINGS D. SHEENS 1. INTERIOR a. FLOORS: LOW-GLOSS SLIP-RESISTANT FINISH b. WALLS: EGGSHELL c. CEILINGS: FLAT d. HOLLOW METAL DOORS AND FRAMES: SEMI-GLOSS 2. EXTERIOR a. PEDESTRIAN-TRAFFIC SURFACES: SLIP-RESISTANT FINISH b. WALLS AND CEILINGS: SATIN c. HOLLOW METAL DOORS AND FRAMES: SEMI-GLOSS 3. APPLICATIONS A. VERIFY SUBSTRATE MOISTURE CONTENT COMPLIES WITH MANUFACTURER REQUIREMENTS PRIOR TO APPLICATION B. APPLY PAINTS AND COATINGS TO PRODUCE UNIFORM SURFACE FILMS FREE OF CLOUDINESS, HOLIDAYS, LAPS, RUNS, SAGS, BRUSH MARKS, OR ROLLER TRACKING C. CUT IN SHARP, CLEAN LINES AT EDGES, OPENINGS, AND COLOR TRANSITIONS D. PREPARE SUBSTRATES AS REQUIRED FOR SPECIFIED COATINGS INCLUDING 1. STEEL AND SHOP-PRIMED STEEL PER SSPC-PA 1 TOUCH-UP REQUIREMENTS 2. GALVANIZED METAL CLEANED AND ETCHED TO PROMOTE ADHESION 3. ALUMINUM CLEANED TO REMOVE SURFACE OXIDATION 4. WOOD SANDED, SEALED AT KNOTS, AND PRIMED ON ALL EDGES AND FACES 5. PLASTER AND EXTERIOR GYPSUM BOARD VERIFIED FULLY CURED AND SMOOTH 6. PLASTIC TRIM CLEANED OF CONTAMINANTS E. PAINT EXPOSED STRUCTURE AND MEPT SYSTEMS WHERE VISIBLE FROM REGULARLY OCCUPIED INTERIOR SPACES INCLUDING STRUCTURAL DECKING, DUCTWORK, PIPING, CONDUIT, AND SUPPORTS F. DO NOT PAINT ITEMS PROHIBITED BY CODE INCLUDING FIRE ALARM DEVICES, CABLING, AND FIRE SUPPRESSION HEADS 10 21 13 – TOILET COMPARTMENTS 1. STANDARDS A. TOILET COMPARTMENTS DESIGNATED AS ACCESSIBLE SHALL COMPLY WITH ADA AND ABA ACCESSIBILITY GUIDELINES AND ICC ANSI A117.1 B. COMPARTMENT SYSTEMS SHALL ACCOMMODATE REQUIRED GRAB BAR LOCATIONS AND CENTERLINES OF PLUMBING FIXTURES AS REQUIRED BY CODE 2. MATERIALS A. ACCEPTABLE MANUFACTURERS 1. ACCURATE PARTITIONS CORPORATION 2. ALL AMERICAN METAL CORP 3. BRADLEY CORPORATION MILLS PARTITIONS 4. GENERAL PARTITIONS MFG CORP 5. GLOBAL STEEL PRODUCTS CORP 6. HADRIAN MANUFACTURING INC B. DOORS PANELS AND PILASTERS 1. SEAMLESS METAL FACING SHEETS PRESSURE LAMINATED TO CORE 2. INTERLOCKING OR LAPPED EDGE CLOSURES 3. CORNERS SECURED BY WELDING OR CLIPS WITH SMOOTH EXPOSED SURFACES 4. FREE OF PITTING SEAM MARKS STAINS DISCOLORATION AND TELEGRAPHING C. CORE MATERIAL 1. SOUND-DEADENING HONEYCOMB CORE 2. FINISHED THICKNESS a. DOORS AND PANELS: 1 INCH b. PILASTERS 1 1 4 INCH 3. GRAB BAR REINFORCEMENT a. CONCEALED INTERNAL REINFORCEMENT AT LOCATIONS REQUIRING GRAB BARS 4. FACING SHEETS a. ELECTROLYTICALLY COATED OR HOT-DIP GALVANIZED STEEL b. MINIMUM BASE METAL THICKNESS c. PILASTERS NOT LESS THAN 0.036 INCH d. PANELS NOT LESS THAN 0.030 INCH e. DOORS NOT LESS THAN 0.030 INCH 5. PILASTER SHOES A. STAINLESS STEEL B. MINIMUM 0.031 INCH THICK C. 3 INCH HEIGHT 6. FINISH A. FACTORY APPLIED BAKED-ON FINISH INCLUDING POWDER COATING 7. HARDWARE AND ACCESSORIES A. STAINLESS STEEL HEAVY-DUTY HARDWARE B. SELF-CLOSING ADJUSTABLE HINGES C. RECESSED LATCH WITH EMERGENCY ACCESS AND RUBBER-FACED STRIKE D. COMBINATION COAT HOOK AND RUBBER-TIPPED BUMPER E. DOOR PULLS AND BUMPERS COMPLYING WITH ACCESSIBILITY REQUIREMENTS F. OVERHEAD BRACING a. CONTINUOUS EXTRUDED ALUMINUM HEAD RAIL b. ANTI-GRIP PROFILE c. MANUFACTURER’S STANDARD FINISH G. FASTENERS AND ANCHORAGES a. STAINLESS STEEL OR CHROME-PLATED STEEL OR BRASS b. THEFT-RESISTANT HEADS c. CONCEALED ANCHORS OF CORROSION-RESISTANT MATERIALS 3. APPLICATIONS A. VERIFY FIELD DIMENSIONS AND COORDINATE WITH PLUMBING FIXTURE LOCATIONS PRIOR TO FABRICATION B. COORDINATE COMPARTMENT LAYOUT WITH GRAB BAR LOCATI ONS AND ACCESSIBILITY CLEARANCES C. ALIGN DOORS PANELS AND PILASTERS PLUMB AND TRUE WITH UNIFORM REVEALS D. INSTALL PILASTER SHOES AND OVERHEAD BRACING TO CONCEAL SUPPORTS AND LEVELING MECHANISMS 10 28 00 – TOILET AND BATH ACCESSORIES 1. STANDARDS A. GRAB BARS SHALL WITHSTAND A DOWNWARD LOAD OF NOT LESS THAN 250 POUNDS FORCE WHEN TESTED IN ACCORDANCE WITH ASTM F446 2. MATERIALS A. MANUFACTURERS a. BASIS-OF-DESIGN: BOBRICK WASHROOM EQUIPMENT INC b. APPROVED ALTERNATES AMERICAN SPECIALTIES INC AND BRADLEY CORPORATION B. PRODUCTS a. REFER TO DRAWINGS SCHEDULE FOR ACCESSORY TYPES, MODELS, FINISHES, AND LOCATIONS 3. APPLICATIONS A. COORDINATE ACCESSORY LOCATIONS WITH ROOM DESIGNATIONS, ACCESSIBILITY REQUIREMENTS, AND PLUMBING FIXTURE LAYOUTS B. PROVIDE REQUIRED BACKING AND SUPPORT FOR WALL-MOUNTED ACCESSORIES INCLUDING GRAB BARS C. ALIGN AND INSTALL ACCESSORIES CONSISTENTLY WITHIN EACH ROOM AND AT UNIFORM MOUNTING HEIGHTS DIVISION 10 – FINISHES 10 44 00 – FIRE EXTINGUISHERS AND CABINETS 1. STANDARDS A. FIRE EXTINGUISHERS SHALL COMPLY WITH NFPA 10 AND BE LISTED AND LABELED FOR TYPE, RATING, AND CLASSIFICATION BY A TESTING AGENCY ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION B. COORDINATE FIRE EXTINGUISHER TYPE AND CAPACITY WITH CABINET SIZE TO ENSURE PROPER FIT AND FUNCTION C. COORDINATE CABINET SIZE AND LOCATION WITH WALL DEPTHS AND FIRE-RESISTANCE- RATED ASSEMBLIES PRIOR TO FABRICATION 2. MATERIALS A. FIRE EXTINGUISHER CABINETS 1. BASIS-OF-DESIGN: FIRE EXTINGUISHER CABINET J L INDUSTRIES COSMOPOLITAN SERIES a. SEMI-RECESSED CABINET b. DOOR AND TRIM MATERIAL AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE c. DOOR STYLE SOLID WITH PULL d. CAM LOCK DESIGNED TO OPEN DURING EMERGENCY BY SHARP PULL e. APPLIED LETTERING FIRE EXTINGUISHER 1. COLOR RED 2. ORIENTATION VERTICAL 2. FIRE-RATED CABINETS AT RATED WALL ASSEMBLIES USING LISTED MATERIALS THAT DO NOT REDUCE THE REQUIRED FIRE RATING B. FIRE EXTINGUISHERS 1. BASIS-OF-DESIGN PRODUCTS: FIRE EXTINGUISHER J L INDUSTRIES COSMIC 5E a. CLASS ABC RATED b. NOMINAL CAPACITY 3A 40B C c. MAXIMUM FLOOR AREA PER EXTINGUISHER 9,000 SQUARE FEET d. MAXIMUM TRAVEL DISTANCE 75 FEET 3. APPLICATIONS A. COORDINATE FIRE EXTINGUISHER LOCATIONS AND MOUNTING HEIGHTS WITH DRAWINGS AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION B. INSTALL CABINETS FLUSH AND TRUE WITH ADJACENT WALL FINISHES C. VERIFY FIRE-RATED CABINETS ARE INSTALLED IN A MANNER THAT MAINTAINS THE REQUIRED RATING OF THE WALL ASSEMBLY REMOVE EXISTING STOREFRONT ASSEMBLY, INCLUDING GLASS, FRAME, DOOR ASSEMBLY (IF APPLICABLE), AND ALL ASSOCIATED COMPONENTS. COMPLETELY REMOVE ALL GROUT, SEALANT, ANCHORS, FASTENERS AND PAINT FROM ADJACENT CONSTRUCTION THAT IS TO REMAIN REMOVE AND REPLACE PORTIONS OF EXISTING CONCRETE SLAB FOR INSTALLATION OF UNDERFLOOR UTILITIES. CONTRACTOR SHALL REVIEW M.P.E.T. SCOPE FOR LOCATION(S) AND EXTENT OF SLAB REMOVAL. EXISTING UTILITY TRENCH SHOWN FOR REFERENCE; INFILL TRENCH WITH CONCRETE SLAB TO MATCH EXISTING FLOOR; INSTALL 15-MIL UNDERSLAB VAPOR BARRIER, TIE INTO EXISTING UNDERSLAB VAPOR BARRIER NEW TE NANT IM PROVE MENT EXIST I N G SHELL B U I L D ING NEW TENANT IMPROVEMENT EXISTING SHELL BUILDING NEW TE NANT IM PROVE MENT EXIST I N G SHELL B U I L D ING NEW TENANT IMPROVEMENT EXISTING SHELL BUILDING TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 0 9 P M AD-101 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 MAIN LEVEL PLAN - DEMOLITION PERMIT SUBMITTAL SCALE:3/16" = 1'-0"1 MAIN LEVEL PLAN - DEMOLITION A-200 2 A-200 1 KITCHEN 105 VESTIBULE 100 (9) 4 - T O P S = 3 6 BEN C H / C H A I R = 2 0 (4) 6-TO P S = 24 (12 ) B A R S T O O L S = 1 2 HOST / WAITING 101 (2) 6 - T O P S = 1 2 (10 ) B A R S T O O L S = 1 0 (7) 4-TO P S = 2 8 PATRON SEATING INDOOR 140 PATIO 38 TOTAL 178 ENCLOSED PATIO 110 5 A-200 2' - 4 " 10' - 0 " 3' - 4 " 10' - 0 " 3' - 4 " 10' - 0 " 3' - 4 " 10' - 0 " 2' - 4 " 2' - 4 " 2' - 4 " 8' - 0 7 / 8" 54' - 8 " A-200 3 A-701 4 A-701 2 6 5 (5) 4 - T O P S = 2 0 1' - 4 7/8" 6 3/4" TILE 1/2" 6' - 0 1/2" TILE 1/2" 4 3/4" TILE 1/2" 6' - 1" 1" 5' - 0" CLR TILE 1/2" 6 3/4" 3' - 1 1 " 6 3 / 4 " 8' - 1 0 1 / 2 " 7 1 / 4 " 9' - 7 " 6 3 / 4 " 3' - 7 1 / 2 " 32 ' - 3 " WOMEN'S RR 104 MEN'S RR 103 A-702 2 5 3 4 A-702 1 6' - 0 " 4' - 0 " 12' - 0 " 4' - 0 " 12' - 0 " 7' - 0 " 5' - 1 1 3 / 1 6 " F . V . OFFICE 106 MAIN DINING 107 BEN C H / C H A I R = 1 6 100 103 105A 105B 106 BAR / DINING 108 GY P / G Y P 4' - 6 " HIGH-CHAIR STORAGE 6 3/4" 104 DRIN K STATION & P.O . S .; REFER T O K I T CHEN EQ U IPMEN T DRIN K STATION & P.O . S .; REFER T O K I T CHEN EQ U IPMEN T DR I N K S T A T I O N & P . O . S . ; RE F E R T O K I T C H E N EQ U I P M E N T OHDA OHDB OHDC OHDD 110B 110C TILE 1/2" 6' - 0 1/2" TILE 1/2" 4 3/4" 1' - 6"3' - 1"5' - 1 1/2"1' - 6 1/2" 6 3/4" 14' - 1 9/16"6 3/4" CL CL CLCLCL 7' - 1 1 1 / 2 " 44 ' - 4 3 / 4 " 23 ' - 6 1 / 2 " 2" EX01 OHDE OHDF EX02 EX03 6 3/4" 13' - 1 0 " 6 3/4" 8' - 1 7 / 8" 4 3/4" ALIG N W4 W6i W6i W6i W6i W6i W6i W4W4 W6i W6iW6i W6 W6i W6i W4i X6i-Timberstrand ? W6i ROOF DRAIN PIPING CHASE 4' - 6 1/8" 17' - 9 1/4" 110A DETAIL TYPICAL AT ALL SLAB INFILL 5 A-500 A-701 1 A-701 3 A-702 6 A-702 7 A-702 8 5' - 0 1 / 2 " TI L E 1/ 2 " 6 3 / 4 " TI L E 1/ 2 " 4' - 5 1 / 2 " TI L E 1/ 2 " 4' - 4 " TI L E 1/ 2 " 4 3/4"9' - 7 1/4"4 3/4"13' - 11 3/16"6 3/4" MILLWORK FOR HOSE STATION BY OWNER T.O. PARTIAL-HEIGHT WALLS @ 4'-6"; VERIFY WITH OWNER PRIOR TO INSTALLATION; PROVIDE STEEL POSTS AT ENDS OF WALLS; REFER TO STRUCTURAL T.O. WALL @ 8'-0"; VERIFY WITH OWNER PRIOR TO INSTALLATION INTERIOR SIDE W4 WALL TYPE = (W)OOD NOMINAL STUD THICKNESS INTERIOR PARTITION WALL 5/8" (TYPE X) GYPSUM WALL BOARD 2 4 2x4 STUDS @ 1' - 4" o.c. 5/8" (TYPE X) GYPSUM WALL BOARD INTERIOR SIDE 2 4 2 4 5/ 8 " 3 1 / 2 " 5/ 8 " WALL TAG DESIGNATOR DESCRIPTION WALL DESCRIPTION: 4 3 / 4 " INTERIOR SIDE W4i WALL TYPE = (W)OOD NOMINAL STUD THICKNESS INSULATED SOUND INSULATED INTERIOR PARTITION WALL 5/8" (TYPE X) GYPSUM WALL BOARD R-13 SOUND BATT INSULATION 2x4 STUDS @ 1' - 4" o.c. 5/8" (TYPE X) GYPSUM WALL BOARD INTERIOR SIDE 2 4 2 4 2 4 5/ 8 " 3 1 / 2 " 5/ 8 " WALL TAG DESIGNATOR DESCRIPTION WALL DESCRIPTION: 4 3 / 4 " INTERIOR SIDE W6 WALL TYPE = (W)OOD NOMINAL STUD THICKNESS INTERIOR PARTITION WALL 5/8" (TYPE X) GYPSUM WALL BOARD 2 6 2 6 2 6 2x6 STUDS @ 1' - 4" o.c. 5/8" (TYPE X) GYPSUM WALL BOARD INTERIOR SIDE WALL TAG DESIGNATOR DESCRIPTION WALL DESCRIPTION: 5/ 8 " 5 1 / 2 " 5/ 8 " 6 3 / 4 " INTERIOR SIDE W6i WALL TYPE = (W)OOD NOMINAL STUD THICKNESS INSULATED SOUND INSULATED INTERIOR PARTITION WALL 5/8" (TYPE X) GYPSUM WALL BOARD R-19 SOUND BATT INSULATION 2 6 2 6 2 6 2x6 STUDS @ 1' - 4" o.c. 5/8" (TYPE X) GYPSUM WALL BOARD INTERIOR SIDE WALL TAG DESIGNATOR DESCRIPTION WALL DESCRIPTION: 5/ 8 " 5 1 / 2 " 5/ 8 " 6 3 / 4 " TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 1 4 P M A-101 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 MAIN LEVEL PLAN & WALL TYPES PERMIT SUBMITTAL SCALE:3/16" = 1'-0"1 MAIN LEVEL PLAN SCALE:1 1/2" = 1'-0"5 W6i - INTERIOR WALL SCALE: 1 1/2" = 1'-0"4 W6 - INTERIOR WALL SCALE: 1 1/2" = 1'-0"3 W4i - INTERIOR WALL SCALE: 1 1/2" = 1'-0"2 W4 - INTERIOR WALL N GLAZED-ALUMINUM STOREFRONT DOOR TO MATCH EXISTING NEW ADDITIONEXISTING SHELL BUILDING FACE BRICK VENEER TO MATCH EXISTING SHELL BUILDING SIDING TO MATCH EXISTING SHELL BUILDING ROOF AND FASCIA; FINAL PROFILE T.B.D.; COLOR/FINISH TO MATCH ANODIZED ALUMINUM OF EXISTING SHELL BUILDING 5 A-200 INSULATED-GLASS SECTIONAL OVERHEAD DOORS; FRAMES TO MATCH ANODIZED ALUMINUM OF EXISTING SHELL BUILDING NEW FACE BRICK VENEER TO MATCH EXISTING SHELL BUILDING NEW SIDING TO MATCH EXISTING SHELL BUILDING ROOF AND FASCIA; FINAL PROFILE T.B.D.; COLOR/FINISH TO MATCH ANODIZED ALUMINUM OF EXISTING SHELL BUILDING NEW SIGNAGE T.B.D.; SIGNAGE PERMIT APPLICATION TO BE SUBMITTED SEPARATELY BY SIGNAGE INSTALLER 1 A-500 TIE NEW DOWNSPOUTS INTO DRAIN TILE; TILE TO DAYLIGHT AT POND GLAZED-ALUMINUM STOREFRONT DOOR TO MATCH EXISTING FACE BRICK VENEER TO MATCH EXISTING SHELL BUILDING FIBER CEMENT LAP SIDING TO MATCH EXISTING SHELL BUILDING ROOF AND FASCIA; FINAL PROFILE T.B.D.; COLOR/FINISH TO MATCH ANODIZED ALUMINUM OF EXISTING SHELL BUILDING NEW ADDITION EXISTING SHELL BUILDING F.F.E. -MAIN LEVEL 0" T.O. FOUNDATION, F.V. -8" T.O. EXISTING GLAZING 10' -0" PATIO T.O. WALL 11' -2" 1 1/2" / 12" A-500 4 2 A-500 A-500 3 NEW CONCRETE FOUNDATION; REFER TO STRUCTURAL 2" BELOW-GRADE FOUNDATION INSULATION, TYPICAL AT ALL FOUNDATIONS SIDEWALK; REFER TO CIVIL EXTERIOR WALL; REFER TO WALL TYPES, EXTERIOR ELEVATIONS AND DETAILS GLASS-PANEL OVERHEAD SECTIONAL DOOR(S); REFER TO DOOR SCHEDULE ROOF ASSEMBLY(TOP TO BOTTOM): 1. PREFINISHED (CLEAR ANOD) STANDING-SEAM ROOF; • BASIS-OF-DESIGN: HOLCIM UC-14 • TYPE: GALV STEEL • COLOR: CLEAR ANODIZED TO MATCH EXISTING SHELL BUILDING STOREFRONT FRAMES 2. SELF-ADHERING UNDERLAYMENT • BASIS-OF-DESIGN: ELEVATE S.A. UNDERLAYMENT 3. 3/4" PLYWOOD DECKING 4. POLYISO INSULATION (R-30) 5. 10-MIL POLY VAPOR BARRIER 6. PLYWOOD DECKING; REFER TO STRUCTURAL 7. ROOF RAFTERS; REFER TO STRUCTURAL EXISTING CONCRETE FOUNDATION TO REMAIN AS-IS NEW INTERIOR WALL (W6i) NEW 15-MIL UNDERSLAB VAPOR BARRIER TO EXTEND FROM FOUNDATION TO FOUNDATION NEW CONCRETE FLOOR SLAB; REFER TO FLOOR FINISH PLAN NEW COUNTERTOP; COUNTERTOP MATERIAL/FINISH T.B.D. OVERHEAD DOOR TRACK TO BE INSTALLED TIGHT TO SLOPED CEILING INSTALL NEW CAR SIDING OVER EXISTING EXTERIOR WALL OVERHEAD DOOR TRACK TO BE INSTALLED TIGHT TO SLOPED CEILING TIE NEW SELF-ADHERING UNDERLAYMENT AND VAPOR BARRIER INTO EXISTING SHELL BUILDING WEATHER BARRIER; LAP EXISTING WEATHER BARRIER OVER BOTH SELF-ADHERING UNDERLAYMENT AND ROOF VAPOR BARRIER TO CREATE WEATHER-TIGHT SEAL AT ENTIRE ROOF-TO-EXISTING-WALL PERIMETER EXISTING SHELL BUILDING SHOWN FOR REFERENCE 3' - 6 " 4"3' - 0 1/8" RECESSED LINEAR LIGHTING AROUND SOFFIT; REFER TO ELECTRICAL 12 GAUGE STAINLESS STEEL SILL COVER, TYPICAL AT ALL EXTERIOR OVERHEAD DOORS • 3" OVERHANG AT EXTERIOR • WRAP SILL OVER DOUBLE 2X4 BLOCKING AT INTERIOR SIDE OF SILL3" TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 5 6 P M A-200 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 EXTERIOR ELEVATIONS AND PATIO SECTION PERMIT SUBMITTAL SCALE: 1/4" = 1'-0"1 EXTERIOR ELEVATION - PATIO - NORTH SCALE: 1/4" = 1'-0"2 EXTERIOR ELEVATION - PATIO - WEST SCALE: 1/4" = 1'-0"3 EXTERIOR ELEVATION - PATIO - SOUTH SCALE: 1/2" = 1'-0"5 PATIO SECTION SCALE:4 EXTERIOR PERSPECTIVE VIEW ASSUME INCIDENTAL DEMO AND RECONSTRUCTION OF EXISTING SHELL BUILDING WALL WHERE NEW PATIO TIES INTO EXISTING SHELL BUILDING NEW CONCRETE SLAB TO MATCH EXISTING THICKNESS AND FINISH U.N.O. CONSULT WITH G.C. AND ARCHITECT PRIOR TO INSTALLATION IF SLAB IS TO BE POLISHED VARIES, F.V. NEW UNDERSLAB VAPOR BARRIER; EDGES OF VAPOR BARRIER TO EXTEND TO OUTSIDE EDGE OF TRENCH GRANULAR FILL SUBBASE; COMPACT TO MATCH EXISTING CUT EDGE OF EXISTING UNDERSLAB VAPOR BARRIER, TYPICAL AROUND PERIMETER OF TRENCH CLEAN AND PREP AREA, INCLUDING SIDES OF EXISTING CONCRETE SLAB FOR INSTALLATION OF NEW UNDERSLAB VAPOR BARRIER ASSEMBLY INCLUDING, BUT NOT LIMITED TO REMOVING SLURRY, DUST, AGGREGATE, ETC. SEAL NEW UNDERSLAB VAPOR BARRIER TO EXISTING UNDERSLAB VAPOR BARRIER, AND TO BOTTOM EDGE OF EXISTING CONCRETE SLAB w/ ONE OR A COMBINATION OF THE FOLLOWING: 1. UNDERSLAB VAPOR BARRIER MASTIC (STEGO MASTIC OR EQUAL) 2. UNDERSLAB VAPOR BARRIER, DOUBLE SIDED TAPE (STEGOTACK TAPE OR EQUAL) 3. SWELLABLE BENTONITE STRIP (SIKA SWELLSTOP SC OR EQUAL) EXISTING CONCRETE SLAB EXISTING VAPOR BARRIER -FOR CONCRETE SLAB INFILL UP TO 24" WIDE, INSTALL #4 REBAR @ 18" O.C. REBAR LENGTH TO MATCH TRENCH WIDTH. REBAR EMBED TO BE 4" MIN -FOR CONCRETE SLAB INFILL GREATER THAN 24" WIDE, INSTALL 24" LONG #4 REBAR @ 18" O.C. W/ 4" MIN EMBED, AND INSTALL 4X4XW2.9 WWF THROUGHOUT SLAB INFILL -CONSULT ARCHITECT AND/OR STRUCTURAL ENGINEER FOR ATYPICAL OR HEAVY-LOADED SLABS (EXAMPLES: P.E.M.B., WAREHOUSE, MANUFACTURING, STORAGE, ETC) FLOOR LINE CONCRETE SIDEWALK; REFER TO CIVIL IN T E R I O R S I D E EX T E R I O R S I D E ALIGN WALL SHEATHING FLUSH w/ GRID LINE AND CONCRETE SLAB EDGE GRID/ BUILDING LINE TERMINATION BAR w/ CONTINUOUS SEALANT 6" SELF-ADHERING FLASHING @ PERIMETER, UNDER BUILDING WRAP, SPLIT @ FLOOR LINE 3" E.W. COMMERCIAL-GRADE BUILDING WRAP - TAPE AT MAIN FLOOR LINE SILL SEALER 2" BELOW-GRADE INSULATION, FULL HEIGHT OF FOUNDATION WALL UNDER-SLAB VAPOR BARRIER - SEAL TO FDN. HEAD JOINT VENT @ 2' - 0" o.c. STAINLESS STEEL DRIP PLATE CAVITY DRAINAGE MATERIAL THERMAL BRICK TIES GROUT SOLID BELOW GRADE CONC. SLAB w/ THICKENED SLAB EDGE PER STRUCTURAL X6i STRUCT. REFER TO STRUCT. REFER TO FLEXIBLE FLASHING MEMBRANE TO LAP OVER STAINLESS STEEL DRIP PLATE PE R S T R U C T . SL A B E D G E INTERIOR VAPOR BARRIER EXPANSION JOINT MATERIAL IN T E R I O R S I D E EX T E R I O R S I D E WINDOW HEAD INTERIOR VAPOR BARRIER - EXTEND INTO OPENING GRID/ BUILDING LINE COMMERCIAL-GRADE BUILDING WRAP; EXTEND BUILDING WRAP INTO OPENING ON ALL SIDES PREFINISHED METAL HEAD FLASHING w/ RETAINER LEG BRICK RETURNS BEYOND SIDING; MATCH EXISTING SHELL BUILDING TYPE, COLOR, FINISH SELF-ADHERING FLASHING ON ALL (4) SIDES OF OPENING HEADER; REFER TO STRUCTURAL 16 GAUGE PREFINISHED (CLEAR ANOD) BRAKE METAL HEAD TRIM CAR SIDING OVERHEAD DOOR; REFER TO DOOR SCHEDULE IN T E R I O R S I D E EX T E R I O R S I D E GRID/ BUILDING LINE COLOR MATCHED CAULKING w/ BACKER ROD @ S.F. (INTERIOR AND EXTERIOR) EXTEND BUILDING WRAP INTO OPENING ON ALL SIDES SELF-ADHERING FLASHING ON ALL (4) SIDES OF OPENING INTERIOR VAPOR BARRIER - EXTEND INTO OPENING COLOR MATCHED CAULKING COMMERCIAL-GRADE BUILDING WRAP OVERHEAD DOOR; REFER TO DOOR SCHEDULE 16 GAUGE PREFINISHED (CLEAR ANOD) BRAKE METAL JAMB TRIM BRICK VENEER - MATCH EXISTING SHELL BUILDING PREFINISHED (CLEAR ANODIZED) BRAKE-METAL SILL BELOW WINDOW JAMB WINDOW JAMB CAR SIDING 12 GAUGE STAINLESS STEEL SILL COVER BELOW; EXTEND PAST TRACKS ON EACH SIDE PLATE HT. IN T E R I O R S I D E EX T E R I O R S I D E GRID/ BUILDING LINE COMMERCIAL-GRADE BUILDING WRAP INTERIOR VAPOR BARRIER HEEL HT. TR U S S M F R . VE R I F Y w / ROOF RAFTERS; REFER TO STRUCTURAL ROOF ASSEMBLY; SEE 5/A-200 PRE-FINISHED ALUM. WRAPPED 2x6 FASCIA BRD. CLOSED-CELL SPRAY FOAM 2x4 BLOCKING BETWEEN TRUSSES PRE-FINISHED CONTINUOUS HIDDEN VENTED ALUM. SOFFIT PRE-FINISHED SOFFIT RETAINER w/ ROOF PLAN VERIFY OVHG. AIR GAP THERMAL BRICK TIES FACE BRICK VENEER; REFER TO EXTERIOR ELEVATIONS HEAD JOINT VENT @ 24" o.c. TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 5 7 P M A-500 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 DETAILS PERMIT SUBMITTAL SCALE: 1 1/2" = 1'-0"5 TYP. SLAB INFILL DETAIL SCALE: 1 1/2" = 1'-0"1 PERIMETER FLASHING DETAIL @ BRICK SCALE: 1 1/2" = 1'-0"3 OVERHEAD DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0"2 OVERHEAD DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0"4 TYP. ROOF OVERHANG DETAIL @ FULL HT. BRICK GLASS TYPE LEGEND TG 1/4" TEMPERED GLASS TYPICAL AT ALL INTERIOR DOORS AND FRAMES, U.N.O. LG STANDARD LAMINATED GLASS LSG LAMINATED SECURITY GLASS IG TRANSPARENT INSULATED GLASS TYPICAL AT ALL EXTERIOR WINDOWS AND DOORS, U.N.O. FRG FIRE-RESISTIVE GLASS TYPICAL AT ALL FIRE-RATED OPENINGS U.N.O.; GLASS TYPE BASED ON REQUIRED RATING. REFER TO GLAZING SPECIFICATION FOR SPECIFIC GLASS TYPE. FRSG FIRE-RESISTIVE SAFETY GLASS GLASS TYPE BASED ON REQUIRED RATING, REFER TO GLAZING SPECIFICATION FOR SPECIFIC GLASS TYPE. ISG INSULATED SPANDREL GLASS PROVIDE W/ INSULATION ALUMINUM BACK PANEL. 1. HOLLOW METAL FRAME THROAT DEPTH TO MATCH WALL THICKNESS AT ALL METAL-FRAMED STUD WALLS. CONTRACTOR TO VERIFY FRAME DEPTH AT ALL LOCATIONS. HOLLOW METAL FRAME DEPTH AT CMU WALLS TO BE 5-3/4", U.N.O. 2. PROVIDE 4" HEAD FRAME WIDTH AT ALL DOOR ASSEMBLIES INSTALLED WITHIN MASONRY WALL CONSTRUCTION, U.N.O. 3. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE GALVANIZED. 4. FIELD VERIFY WIDTH OF ALL EXISTING OPENINGS TO BE REPLACED (IF APPLICABLE), AS INDICATED IN DOOR SCHEDULE. 5. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR ALUMINUM COLOR/FINISH. 6. REFER TO FINISH KEY ON I.D. SHEET(S) FOR DOOR AND FRAME FINISHES. 7. REFER TO DOOR HARDWARE SPECIFICATION AND SCHEDULE FOR DOOR HARDWARE INFORMATION. GENERAL NOTES: DOORS AND FRAMES SE E S C H E D U L E DO O R H E I G H T SEE SCHEDULE DOOR WIDTH SE E S C H E D U L E DO O R H E I G H T SEE SCHEDULE DOOR WIDTH 5"-6"5"-6" 5" - 6 " VA R I E S MI N . 10 1 / 2 " VARIES APPLY TRANSLUCENT FILM WHERE INDICATED IN DOOR SCHEDULE +10 1/2" +40-42" CENTER OF LEVER AND/OR PANIC DEVICE, VERIFY W/ BOTTOM OF LITE DIM. MIN. CLEARANCE FOR KICK PLT. +10 1/2" +40-42" CENTER OF LEVER AND/OR PANIC DEVICE, VERIFY W/ BOTTOM OF LITE DIM. MIN. CLEARANCE FOR KICK PLT. TYPE NOTES: FLOOR LINE FLUSH FLUSH TYPE NOTES: FLOOR LINE FULL GLASS FL. GLS. SE E S C H E D U L E DO O R H E I G H T SEE SCHEDULE DOOR WIDTH BO T T O M O F L I T E 3' - 7 " M A X . T O VA R I E S 6" 6"6"VARIES +10 1/2" +40-42" CENTER OF LEVER AND/OR PANIC DEVICE, VERIFY W/ BOTTOM OF LITE DIM. MIN. CLEARANCE FOR KICK PLT. TYPE NOTES: FLOOR LINE NARROW LITE (HALF HEIGHT) NRW. LT. (HLF. HT.) WHERE INSTALLED AT FIRE-RATED CONSTRUCTION, GLASS AREA TO BE LESS THAN 100 SQ.IN. DOOR PANEL TYPES DOOR FRAME TYPES 2" SE E S C H E D U L E DO O R H E I G H T 2" SEE SCHEDULE DOOR WIDTH 2" PROVIDE 4" HEAD WIDTH AT ALL DOOR ASSEMBLIES INSTALLED WITHIN MASONRY WALL CONSTRUCTION, TYPICAL AT ALL FRAME TYPES - ALIGN WITH COURSING TYPE NOTES: FLOOR LINE STANDARD STD. DOOR VISION KIT DOOR VISION KIT TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 0 : 5 7 P M A-600 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 DOOR SCHEDULE / FIXTURE &EQUIPMENT SCHEDULE / FINISH KEY PERMIT SUBMITTAL DOOR SCHEDULE Do o r # Door Panel Door Frame Fire Rating Notes / Hardware Panel Size Panel Type Panel Material Frame Size Frame Type Frame Material Width L1 Width L2 Height Sidelite Width Transom Height 100 3' - 0" 3' - 0" 7' - 0" FL. GLS. ALUM (CLEAR ANOD) STD. ALUM (CLEAR ANOD) HINGES (CONTINUOUS), CLOSER, PUSH/PULL, KICK PLATES 103 3' - 0" 7' - 0" FLUSH WD (P-LAM) STD. H.M. HINGES (X3), CLOSER, PUSH/PULL, KICK PLATES 104 3' - 0" 7' - 0" FLUSH WD (P-LAM) STD. H.M. HINGES (X3), CLOSER, PUSH/PULL, KICK PLATES 105A 3' - 0" 7' - 0" NRW. LT. (HLF. HT.) STAINLESS STEEL STD. S.S. BASIS-OF-DESIGN: CURTRON SPD-20-AL-DBL-7284 105B 3' - 0" 7' - 0" NRW. LT. (HLF. HT.) STAINLESS STEEL STD. S.S. BASIS-OF-DESIGN: CURTRON SPD-20-AL-DBL-7284 106 3' - 0" 7' - 0" FLUSH WD (P-LAM) STD. H.M. HINGES (X3), CLOSER, PUSH/PULL, KICK PLATES, LEVER (CLASSROOM FUNCTION) 110A 3' - 0" 7' - 0" FL. GLS. ALUM (CLEAR ANOD) STD. ALUM (CLEAR ANOD) 110B 3' - 0" 7' - 0" FL. GLS. ALUM (CLEAR ANOD) STD. ALUM (CLEAR ANOD) HINGES (CONTINUOUS), CLOSER, PANIC DEVICE, OUTSIDE LEVER, DRIP PLATE 110C 3' - 0" 7' - 0" FL. GLS. ALUM (CLEAR ANOD) STD. ALUM (CLEAR ANOD) HINGES (CONTINUOUS), CLOSER, PANIC DEVICE, OUTSIDE LEVER, DRIP PLATE EX01 EXISTING EXISTING EXISTING DOOR TO REMAIN EX02 EXISTING EXISTING EXISTING DOOR TO REMAIN EX03 EXISTING EXISTING EXISTING DOOR TO REMAIN OHDA 10' - 0" 6' - 0" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG OHDB 10' - 0" 6' - 0" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG OHDC 10' - 0" 6' - 0" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG OHDD 10' - 0" 6' - 0" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG OHDE 10' - 0" 6' - 6" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG OHDF 10' - 0" 6' - 6" O.H. SECT. (GLS.) ALUM (CLEAR ANOD) STD. LIFT ALUM (CLEAR ANOD) BASIS-OF-DESIGN: CLOPAY AVANTE; ANODIZED ALUM FINISH; CLEAR IG FINISH KEY Finishes_Application MARK MATERIAL MANUFACTURER ITEM STYLE / # COLOR NOTES 1. CEILING 1. CEILING ACT-1 ACOUSTIC CEILING TILE USG SHEETROCK BRAND LAY-IN GYPSUM CEILING PANELS 3270 COLOR: WHITE 15/16" GRID 1. CEILING EXISTING / STAINED EXISTING WOOD TRUSSES STAIN: MATCH COLOR AND FINISH OF CAR SIDING 1. CEILING PNT-1 CEILING PAINT SHERWIN-WILLIAMS CEILING PAINT COLOR: SW PURE WHITE 7005 (FLAT SHEEN) 2. FLOORING 2. FLOORING PSC POLISHED/SEALED CONCRETE FINISH: SALT & PEPPER (LOW SHEEN) RECOMMEND IMPORTED SAND FOR ALL NEW CONCRETE FLOOR SLABS TO BE POLISHED/SEALED 2. FLOORING WOC-1 WALK-OFF CARPET INTERFACE SR699 COLOR: IRON 3. WALL 3. WALL CAR SIDING CAR SIDING 1X8 TONGUE & GROOVE CAR SIDING STAIN: MINWAX COLONIAL MAPLE / SEALER: MINW AX POLYURETHANE CLEAR SATIN 3. WALL CT-1 CERAMIC TILE DALTILE COLOR WHEEL LINEAR WALL - LINEAR (8X24) COLOR: DESERT GRAY X714 (MATTE) 3. WALL CT-2 CERAMIC TILE DALTILE COLOR WHEEL LINEAR WALL - LINEAR (8X24) COLOR: SEA BREEZE 1174 (SEMI-GLOSS) 3. WALL CT-3 CERAMIC TILE DALTILE COLOR WHEEL LINEAR WALL - LINEAR (8X24) COLOR: OCEAN BLUE 1049 (SEMI-GLOSS) 3. WALL CT-4 CERAMIC TILE DALTILE COLOR WHEEL LINEAR WALL - LINEAR (8X24) COLOR: MUSTARD 1012 (SEMI-GLOSS) 3. WALL PNT-1 WALL PAINT SHERWIN-WILLIAMS PROMAR 200 COLOR: SW PURE WHITE 7005 (EG-SHEL SHEEN) 4. WALL/BASE TRANSITIONS 4. WALL/BASE TRANSITIONS VB-1 VINYL BASE JOHNSONITE 4" TALL COVE BASE TBD; COLOR TO BE SELECTED FROM MANUFACTURER'S FULL RANGE 4. WALL/BASE TRANSITIONS WOOD BASE 1 WOOD BASE 1X4 SOLID WOOD BASE STAIN TO MATCH CAR SIDING INSTALL AT ALL WALL WITH CAR-SIDING MEETING FLOOR 5. MILLWORK 5. MILLWORK PLAM-1 PLASTIC LAMINATE 5. MILLWORK PULL-1 HARDWARE 5. MILLWORK QTZ-1 QUARTZ TBD TBD; ASSUME TIER 1 QUARTZ TBD; COLOR TO BE SELECTED FROM MANUFACTURER'S FULL RANGE MISCELLANEOUS MISCELLANEOUS TOILET PARTITIONS TBD TBD TBD; COLOR TO BE SELECTED FROM MANUFACTURER'S FULL RANGE FURNISHINGS, FIXTURES & EQUIPMENT SCHEDULE Provide Backing Tag Manufactuer/ Make/ Model Description Supplied By: Installed By: Comments Owner (N.I.C.) Vendor (N.I.C.)GC Owner (N.I.C.) Vendor (N.I.C.)GC A/V EQUIPMENT X TV-1 TBD WALL HUNG TELEVISION - SIZE TBD X X GREATER THAN 65" = TV (LARGE). CONFIRM ALL SIZES AND MOUNTING HEIGHTS WITH OWNER PRIOR TO INSTALLATION. INSTALL W ITH IN-WALL BACKING FOR MOUNTING AND PROVIDE WITH POWER AND DATA DROP PRIOR TO COVERING. FURNISHINGS X ROLLER SHADES (MANUAL) TBD - BASIS OF DESIGN: DRAPER/ FLEXSHADES TBD - MANUAL OPERATED ROLLER SHADES - WITH FASCIA - FINISH: T.B.D. X X BID OPTION: INSTALL ROLLER WINDOW SHADES AT ALL EXTERIOR WINDOWS TOILET BATH ACCESSORIES (TBA'S) X CHANGING STATION-1 KOALA KARE: KB300-01SS SURFACE MOUNTED - STAINLESS STEEL - AVAILABLE COLORS: GREY X X X GB-1 (COMMERCIAL W.C.) BOBRICK: B-5806 SERIES 3-PIECE STRAIGHT GRAB BARS FOR ADA WATER CLOSETS - STAINLESS STEEL - SLIP-RESISTANT SATIN FINISH, (1) 18"VERTICAL, (1) 36", & (1) 42" X X X HOOK-1 (COAT) BOBRICK: B-9542 SURFACE MOUNTED - COAT HOOK - STAINLESS STEEL SATIN FINISH - FINO COLLECTION X X CONTRACTOR TO CONFIRM IF BACKING IS REQUIRED FOR INSTALLATION. THIS WILL DEPEND ON INSTALLATION LOCATION. IE: WALLS VS TOILET PARTITIONS X MIRROR-1 BOBRICK: B-165 SURFACE MOUNTED - 24"x36" - GLASS MIRROR WITH STAINLESS STEEL CHANNEL FRAME X X SEE 'SPEC 10 28 00 'TOILET & BATHROOM ACCESSORIES' FOR ADDITIONAL INFORMATION X PT DISP-1 BOBRICK: B-359 RECESSED MOUNTED - PAPER TOWEL DISPENSER - STAINLESS STEEL SATIN FINISH X X X SAN. DISP-1 BOBRICK: B-254 SURFACE MOUNTED - SANITARY NAPKIN DISPOSAL - STAINLESS STEEL SATIN FINISH X X X SOAP-1 BOBRICK: B-2111 SURFACE MOUNTED - SOAP DISPENSER - STAINLESS STEEL SATIN FINISH X X X TP-1 BOBRICK: B-2888 SURFACE MOUNTED - TWO-ROLL TOILET PAPER DISPENSER - STAINLESS STEEL SATIN FINISH X X 100 11' - 0" 2"1' - 0"2"6' - 0"2"3' - 4"2" 105A 104 W6i 103 100 2" 2' - 8 " 2" 6' - 1 0 " 2" 10 ' - 0 " CAR SIDING; REFER TO FINISH SCHEDULE HVAC DUCTWORK; REFER TO MEPT DOCUMENTS T.V.; REFER TO FF&E SCHEDULE ALL FURNITURE SHOWN FOR REFERENCE; OWNER TO FURNISH/INSTALL EXISTING ROOF TRUSSES TO REMAIN AS- IS; STAIN TO MATCH CAR SIDING; REFER TO R.C.P. AND FINISH KEY FOR MORE INFORMATION 106 105B TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 1 : 1 5 P M A-701 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 INTERIOR ELEVATIONS PERMIT SUBMITTAL SCALE: 3/8" = 1'-0"4 VESTIBULE 100 - NORTH SCALE: 3/8" = 1'-0"5 VEST 100 - EAST SCALE: 3/8" = 1'-0"6 VESTIBULE 100 - WEST SCALE: 3/8" = 1'-0"2 MAIN DINING / BAR - NORTH SCALE: 3/8" = 1'-0"1 MAIN DINING / BAR - SOUTH SCALE: 3/8" = 1'-0"3 Elevation 3 - a MILLWORK FOR SODA STATION/P.O.S. BY OWNER GRAB BAR GB-1 TOILET PAPER TP-1 8' - 0 " GB-1 TOILET PARTITION MIRROR-1 SOAP-1 PT DISP-1 SCHLUTER QUADEC TRIM, TYP AT OUTSIDE TILE CORNERS CHANGING STATION-1 HOOK-1 SCHLUTER DECO-DE TRIM, TYP AT TOP EDGE THROUGHOUT RESTROOMS (4 ) F U L L T I L E S = A P P R O X 8 ' - 0 " SCHLUTER DILEX-AHKA TRIM, TYP AT BOTTOM EDGE THROUGHOUT RESTROOMS CT-2 (SEA BREEZE) CT-3 (OCEAN BLUE) CT-1 (FIELD TILE - DESERT GRAY) CT-4 (MUSTARD) *TILE PATTERN(S) SHOWN ON THESE ELEVATIONS ARE FOR GENERAL INTENT ONLY; ACTUAL PATTERN MAY BE ALTERED SLIGHTLY AS NEEDED PNT-1, TYPICAL ABOVE TILE THROUGHOUT RESTROOMS PT DISP-1 103 PT DISP-1 4' - 0 " 6' - 6 " 3' - 6 " BAR FOOT RAIL BY OWNER, ALL PATRON SIDES OF BAR PROVIDE 1/4" STEEL PLATE COUNTER/BAR SUPPORTS TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 1 : 2 8 P M A-702 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 INTERIOR ELEVATIONS PERMIT SUBMITTAL SCALE: 3/8" = 1'-0"1 MEN'S RR 103 - EAST2 SCALE: 3/8" = 1'-0"2 MEN'S RR 103 - NORTH2 SCALE: 3/8" = 1'-0"3 MEN'S RR 103 - SOUTH2 SCALE: 3/8" = 1'-0"4 MEN'S RR 103 - WEST2 SCALE: 3/8" = 1'-0"5 MEN'S RR 103 - WING2 SCALE: 3/8" = 1'-0"6 BAR 108 - SOUTH SCALE: 3/8" = 1'-0"7 BAR 108 - WEST SCALE: 3/8" = 1'-0"8 BAR 108 - NORTH WAP S A S A S A S A S A S A S A S A S A S A S A S A S A S A SA S A A.F.F. 2' x 4' ACT TYPE 1 10' - 0" EXPO S E D S T R U C T URE, S T A I N E D 4' - 0" EQ EQ EQ EQ EQ EQ EQ EQ EQ 3' - 0 " 8' - 5 " 3' - 0 " 3' - 0 " 20' - 1 1 " 3' - 0 " 26' - 1 1 " 1' - 1 0 1 / 2 " EQ EQ CENTER RECESSED LIGHT FIXTURES ON CENTER OF GLASS 5' - 6 " 5' - 6 " PAINT EXISTING COLUMN AND BEAMS (COLOR T.B.D.) A.F.F . 5/8" G W B (PA I N T C E I L I N G W H I T E ) 11' - 0 " A.F.F . 5/8" G W B (PA I N T C E I L I N G W H I T E ) 10' - 0 " A.F.F. 5/8" GWB (PAINT CEILING WHITE) 9' - 0" 1' - 0 " A.F.F. 5/8" GWB (PAINT CEILING WHITE) 9' - 0" TY P E - 1 H O O D ; R E F E R T O K I T C H E N E Q U I P M E N T F O R M O R E I N F O R M A T I O N EXPO S E D S T R U C T URE, S T A I N E D 1' - 6 1/2" EQ EQ EQ EQ 1' - 6 1/2" 1' - 0 " 2' - 0 " 2' - 0 " 1' - 6"3' - 1"5' - 1 1/2"1' - 6 1/2" EQ EQ EQ EQ STAI N E D T & G C A R SID I N G T O M A T C H I N T E R I O R W A L L S 1' - 6 1/2"3' - 0"1' - 7" CAR SIDI N G A T V ERT ICA L FACE OF SO F F I T CAR SIDI N G A T V ERT IC A L FACE O F SOFF I TS STAI N E D T& G C A R S I D I N G TO M ATCH INTERIO R WAL LS REC E S SED LIN E A R LIG H TING ARO UND SO F F I T ; R E F E R T O ELECT RIC A L A.F.F. 2' x 4' ACT TYPE 1 10' - 0" WALK-IN COOLER/FREEZER SHOWN FOR REFERENCE NANOTRON (MIN I JU M B O TRO N ) DISP L AY CENT ERE D ON BA R CEIL I N G ; R E F E R T O S T R U C T U RAL FOR H ANGIN G/REIN FO R CEM ENT 1' - 8 " 6' - 8 " 1' - 8 " 6' - 8 " 2' - 1 1 5 / 8 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 2' - 1 1 5 / 8 " 2' - 6 " 2' - 6 " EQ EQ CL CENTER NEW RECESSED LIGHTING ON BRICK COLUMNS; ADJUST ROOF FRAMING AS NEEDED; REFER TO ELECTRICAL AND STRUCTURAL DOCUMENTS FOR MORE INFORMATION TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s \ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 0 2 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 1 : 3 9 P M A-801 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 MAIN LEVEL REFLECTED CEILING PLAN PERMIT SUBMITTAL SCALE:3/16" = 1'-0"1 MAIN LEVEL REFLECTED CEILING PLAN 14' J WALL FINISH: CAR SIDING WALL FINISH: CAR SIDING WALL FINISH: GLAZED-ALUM STOREFRONT / CAR SIDING FLOORING: WALK-OFF CARPET WALL FINISH: GLAZED-ALUM STOREFRONT / CAR SIDING WALL FINISH: GLAZED-ALUM STOREFRONT / CAR SIDING WALL FINISH: TILE / GYP BOARD WALL FINISH: TILE / GYP BOARD WAL L F INISH : G L A Z E D - A L U M S T O R E F R O N T / C A R S I D I N G WALL FINISH: CAR SIDING FLOOR FINISH: POLISHED / SEALED CONCRETE FLOOR FINISH: POLISHED / SEALED CONCRETEWALL FI NISH : CAR SIDING WALL FINISH: CAR SIDING WALL FINISH: CAR SIDING FLO O R F I N ISH: EX ISTIN G CO N CRE T E F LOOR T O BE PO LISHED / S EALED FLOOR FINISH: EPOXY WALL FINISH: F.R.P. (WHITE) WALL FINISH: F.R.P. (WHITE) PAINT EXPOSED COLUMN (COLOR TO BE SELECTED BY OWNER) WALL FI NISH : G YP B D (PA I NT, C O L O R T . B.D.) WALL FINISH: F.R.P. (WHITE) WALL FINISH: F.R.P. (WHITE) WAL L F I N I S H : F . R . P . ( W H I T E ) WALL F INISH : F . R . P . ( W H I T E ) WALL FINISH: F.R.P. (WHITE) WALL FI NISH : CAR SIDING WALL FI NISH : CAR SIDING WALL FI NISH: CAR SIDING FLOOR FINISH: NEW CONCRETE FLOOR TO BE POLISHED / SEALED; MATCH COLOR AND FINISH OF EXISTING CONCRETE FLOOR EXISTIN G CON C RETE FLOO R NEW CO N C RETE FLOOR EXISTING CON C RETE FLOO R NEW CO N C RETE FLOOR FLOOR F I NISH : POLISH ED / SEA L E D CO N C RETE FLOO R FINI SH: N EW CO N CRETE FLOO R TO BE P OLISH E D / SE A LED; MAT C H C O L O R A N D F I N I S H O F EXISTING CONCRE T E FL OO R WALL FINISH: F.R.P. (WHITE) WALL FINISH: F.R.P. (WHITE) STAINLESS STEEL PANELS; REFER TO KITCHEN EQUIPMENT DOCUMENTS WALL FINISH: F.R.P. (WHITE) WALL FINISH: F.R.P. (WHITE) TPC PROJECT NUMBER SHEET NUMBER SHEET NAME TOTAL PROPERTY CONSULTANTS, LLC Josh Ridgely, AIA Owner | Architect (515) 290-3424 josh@totalpropertyconsultants.com totalpropertyconsultants.com © TOTAL PROPERTY CONSULTANTS, LLC These documents have been prepared specifically for this project. They are not suitable for use on other projects or in other locations without the express written approval and participation of Total Property Consultants, LLC. Reproduction without express written approval by Total Property Consultants, LLC is prohibited. ISSUED FOR ISSUED DATE G: \ M y D r i v e \ T o t a l P r o p e r t y C o n s u l t a n t s , L L C \ P r o j e c t s\ 2 0 2 5 \ 2 0 2 5 . 0 1 6 _ M u l l e t s W a u k e e \ D r a w i n g s \ R e v i t \ T P C _ 2 02 5 . 0 1 6 _ M U L L E T S R E S T A U R A N T _ W A U K E E . r v t 2/ 2 / 2 0 2 6 2 : 0 1 : 4 4 P M A-901 MULLETS RESTAURANT - WAUKEE, IA 1105 SE PLEASANT VIEW DR STE 105 WAUKEE, IA 2025.016 01/30/2026 INTERIOR FINISH PLAN PERMIT SUBMITTAL SCALE:3/16" = 1'-0"1 MAIN LEVEL - INTERIOR FINISH PLAN