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Permits - Permit# 24SP-00025 - 4165 Shoreline Drive - 7/26/2024City of Spring Park Repair/Remodel/Alteration (Commercial) -- 4349 Warren Ave, Spring Park, MN 55384 I -RK Le 3finnetona 24SP-00025 Phone:(952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 Data Issued: 07/25/2024 Property Owner: Yachtzee Holdings, LLC - Kelly Olsen Expiration Date: 01/21/2025 Mailing Address: 3066 Island View Drive Job Site Address: 4165 SHORELINE DRIVE, SPRING PARK, MN 55384 Mound, MN 55364 Category. Commercial Alteration Phone: (612) 720-1467 Permit Type: Repair/Remodel/Alteration Email: kelly@olsen.global (Commercial) Valuation: $1,000,000.00 Description of Work: Build -out of a 7,500 SF restaurant in an existing 24,000 building. Subdivision: Required Setbacks: Parcel ID: 1811723440022 Filing: Lot: Actual Setbacks: Block. Total Sq Ft: Contractors: Fee Items Amount Primary K2 Construction LLC (612) 500-2431 State Surcharge $ 500.00 Commercial Building Permit $ 7,112.00 Commercial Plan Review $ 4,622.80 Total Fees: $ 12,234.80 NOTICE Signature of Applicant/Date Building Department Signature/Date 07/25/2024 MUST BE POSTED ON JOB SITE *1 U, INSPECTION CARD City of Spring Perk SPRING PARK OnL*,Vinwwnka 4349 Warren Ave, Spring Park, MN 55384 POST THIS CARD N A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE MM ALL REWRED INSPECT1 ARE MADE AND SK3NED OFF BY THE APPROPRIATE AUiHOWY AND THE BUILDINQ IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JO WE. APPLICATION NO.: 24SP-00025 TYPE: Repair/Remodei/Afte ration (Commercial) ISSUED DATE: 07/25/2024 EXPIRATION DATE: 01/21/2025 PROJECTADDRESS: 4165 SHORELINE DRIVE, SPRING PARK, MN 55384 1811723440 PARCEL NO.: 022 Yachtzee Holdings, LLC - Kelly OWNER: Olsen CONTRACTOR: K2 Construction LLC CONTRACTOR PHONE: (612) 500-2431 DESCRIPTION OF WORK: Build -out of a 7,500 SF restaurant in an existing 24,000 building. CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS Framing Fire/Draft Stopping Accessibility Final Fire Approval: PW Approval: To request an inspection: (952) 442-7520 Accessibility Rough -In Drywall (Fire/Smoke Building Final Date: Engineering Approval: Date: Other ( Date: ? Date: Page 1 of 1 PARK Project Name: Date: Jurisdiction: ID: Applicant Phone: Jobsite: Code: Reviewed: 05/17/2024 City of Spring Park 24SP-00025 (612) 500-2431 4165 SHORELINE DRIVE City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 ApproVel St8tus: Approved with Comments Construction Type: Applicant Name: K2 Construction LLC - David Applicant Email: david@k2constructionllc.com 2020 1300, Minnesota Building Code Administration; 2020 1305, Minnesota Building Code Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from these documents and/or additional information shall be submitted to the Department of Building Safety for code compliance review and approval. Written response of approval must be on site prior to implementation of such changes. The following information is related to the submitted plans/scope or as general information regarding code compliance. Compliance with the stated requirements will be verified during the construction process. All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 during regular business hours. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Tom Krause Plans Examiner tkrause@mnspect.com 4165 SHORELINE DRIVE Page 1 .f" DARK US% City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Building: Approved with Comments - Torn Krause, tkrause@mnspect.com PLANS DATED: 04/22/2024 & 5/14/2024 PLAN SHEETS REVIEWED: G 1.1, G 1.2, A1.1, A2.1, A4.1, FS-1.0 SCOPE OF WORK: Full interior buildout of an existing space, inside of an existing hotel, into a restaurant, bar, and hotel lounge. CONSTRUCTION TYPE: V-B OCCUPANCY TYPE: A-2 SPRINKLER SYSTEM (YIN & TYPE): Yes-NFPA 13 PLAN SPECIFIC ITEMS (to be completed during the construction process): 1. Signage is required at accessible restrooms/public facilities. Such signs shall designate the sex, be readily visible, and located near the entrance to each toilet facility. (2020 Minnesota State Building Code, Section 2902.4 & 2020 Minnesota State Accessibility Code, Section 1111) 2. Offices, utility rooms, storage rooms, and restrooms shall be provided with occupancy sensors. (2024 Minnesota State Commercial Energy Code, ASHRAE 90.1,) GENERAL ITEMS: 1. Construction or work shall be inspected in accordance with the requirements of Minnesota Rule 1300.0210. 2. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. 3. The approved permit and all related plans and documentation shall be on site and available to the inspector at the time of inspection. 4. Failure to provide the required documentation to the inspector at the time of inspection may result in a cancelation of the inspection and additional inspection fees for the additional inspection(s). 5. The field inspector may identify additional code requirements during inspections. (Example of code requirement items that might be identified are fire sprinkler heads being obstructed by framing, beams, lighting, ceiling configurations, plumbing pipes, and mechanical system ductwork that will require review by the fire suppression plan reviewer. Additional work being completed that is not consistent with the project scope of work or the approved plans.) 6. Applicable Codes: 2020 Minnesota State Building Code, 2020 Minnesota State Accessibility Code, 2020 Minnesota State Mechanical Code, 2024 Minnesota State Commercial Energy Code 7. Separate Permits Required for. Plumbing, Electrical, Mechanical, Fire Suppression, Fire Alarm, Kitchen Hood, Kitchen Hood Fire Suppression 4165 SHORELINE DRIVE Page 2 S.VNNV VNV9Vo Z rn M 0 Z a z z Z U LU O w z J Ix O 00 �0 LU a:3 a LL a ad i� a . F ■ e1`Ed '�66 � $1 8a. a s' ll, 11F �� Polls eit 114111, s - a x v ifiNt/vNn/eVa I I JI ffw +•.. 11� II I Ft Q B II I 11 1 raa•a Aw A•A II I FQ II I � II I Y wlna•s Y xw av r-- y I b I � afwA-a I I Nu+•a I I I I L�`��l' bi I I I $ I I I I 3 111 .3 pill S:VNNV VNV6VO °nNl •g,n3ilH�e,e w o�a�.e a ��i:�ii�� I d I a IN � �G i - Ld.bA LA I • �19 kak Q kam 9•jo k�kQ � �Ika� @ =�� k Na 3 f �I ! I ■mm. ISO r say 1 MI � 119; a 0 1 4 S u _ F:7: g � Sri 3�egg�� Nil �j LL UL Product iQ® ED solutions Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada SuGeneral Information for Fire -resistance Rating - ANSI/UL 3 Certified for United Quinn Criteria and AIIQ—wable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. D502 M ay 15 2024 Floor/ceiling assembly Restrained Assembly Rating —1-1/2 or 2 Hr. (See Items I SC, 17A) Unrestrained Assembly Rating —1-1/2 or 2 Hr. (See Items 15C, 17A) Unrestrained Beam Rating —1-1/2 or 2 Hr. (See Items 15C, 17A) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Marie for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ___c�-1129 T15F --Zi - __ - I Tt7 — 1. Beam — W8 x 28, min size. As alternate to steel beams, Joist girders — (Not shown) — 20 in. min depth and 20 lb per lin ft min weight. Type 12K1 min size steel joists or LH series steel joists of any size may be used as secondary support. Spacing of joists not limited. Lateral bracing required. A min clearance of 8 in. shall be maintained between bottom chord of 'oists or beams and face of ceiling. 4165 Shoreline Drive, Spring Park 2. Normal -Weight Concrete — Carbonate or siliceous aggregate, 150 (+ or -) 3 pcf unit weight, 30GO psi compressive strength, vibrated. 3. Steel Floor and Form Units' — Composite or non -composite, 1-1/2, 2 or 3 in. deep, min 22 MSG galv fluted units and/or composite 1-1/2, 2 or 3 in. deep, min 20/20 MSG galv cellular units. When a blend of fluted and cellular units is used, the concrete topping thickness shall be measured from the top plane of the deepest units. Welded to supports 12 in. OC. Adjacent units button -punched or welded together 36 in. OC at side joints. ASC STEEL DECK, DIV OF ASC PROFILES L L C — 32 in. wide Types NH-32, NHN-32, NHF-32; 36 in, wide Types BH-36, BHN-36, BHN-35-1/4, BHF-36, BHF-36A, 2WH-36, 2WHS-36, 2WHF-36, 2WHF-36A, 3WxH-36, 3WxHF-36, 3WxHF-36A, 3WH-36,3WHF-36, 3WHF-36A, 3W-36, 3WF-36, DG3W-36, DG3WF-36. All units may be galvanized or Prime Shield. Non -cellular decks may be vented designated with a "V" suffix to the product name. Cellular deck top and bottom sections may be riveted together (designated with "Fr") vs. arc spot welded, "F". CANAM GROUP INC— 36 in. wide Type P-3623, P-3606, P-361S and 24 in wide Type P-2432 composite, 36 in. wide Type P-3606 and P-3615 non - composite; 24 in. wide Type LF3; 36 in. wide Types 1.513, 1.561, 1.5BL and 1.5BU; 24 in. or 36 in. wide, vented Types LF2 and LF3. CANAM STEEL CORP — 24,30 or 36 in. wide Types 1-1/2 in. BL, BLC; 24 in. wide Types LF2, -3, LFC2, -3; 24 in. wide Types NL, NLC. KAM INDUSTRIES LTD, DBA CORDECK — CIL Types 24 or 36 in. wide, 2 or 3 in. 99, AKX, WKX. DECK WEST INC — 36 in. Type 2-DW or 3-DW. DECKCO LLC — 36 in. wide, Types DC 1.513, DC 1.5 Form, DC 1.S Inverted Composite, DC 1.5 Inverted Form, DC 1.5 Composite, DC 2 Form, DC 2 Composite, DC 3 Form, DC 3 Composite. INTSEL STEEL EAST LLC — 36 in, wide Types 1.5" COMPOSITE/FLOOR, 2" COMPOSITE/FLOOR, 3" COMPOSITE/FLOOR, KAM INDUSTRIES LTD, DBA CORDECK — Hi -Bond Types 24 in. wide 3KA1 F24; 30 in. wide 3KF30, 3P30. MARLYN STEEL DECKS INC — Type 1.5 CF, 2.0 CF or 3.0 CF. NEW MILLENNIUM BUILDING SYSTEMS L L C — 24 or 36 in. wide, Types 2.GCD, 3.00D, 2.00FD, 3.00FD, 3.00FDES; 24,30 or 36 in. wide Types 1.50, 1.5CDI, 1.SCFD. Fluted units may be phos/painted or galvanized. STEEL MASTERS INTERNATIONAL DEPENDABLE STEEL — 36 in. wide Types 2WH-36, 3WH-36. Units may be phos/painted or galvanized. VALLEY JOIST+DECK — 24 or 36 in. wide Types WVC 1-112 or WVC 2. VERCO DECKING INC - A NUCOR CO — FORMLOK- deck types PLB, B, BR, PLN3, N3, PLN, N, PLW2, W2, PLW3, W3. Units are min 24 in. wide and may be galvanized, phos./ptd., or mill finish. Units may be cellular with the suffix "Cl)" added to the product name, respectively. All non -cellular deck may be vented or non -vented. The superimposed loading for Types B and BR units shall not be greater than BO percent of their published loadings. VULCRAFT, DIV OF NUCOR CORP — 24,30 or 36 in, wide Types 1.5VL, 1.SVLI, 1.50PLVLP; 24 or 36 in, wide Type 2VLl, 2.OPLVLI, 3VLI,3.0PLVLI 2VLP, 2.OPLVLP, 3VLP, 3.OPLVLP. Types 1.5VLI, 1.5PLVLP, 2VLI, 2.OPLVLI, 3VLI, 3.OPLVLI. Units may be phos./ptd. 36 in. wide Type 1.5 SB; 24 or 36 in wide Types 2.0 SB, 3.0 SS, 36 in, wide Type High Strength 1.5 SBI, 36 in, wide Type High Strength 1.5 SBN. Units may be phos/ptd. Alternate Construction — Noncomposite units of the same type listed above may be used provided allowable loading is calculated on the basis of noncomposite design. 4. Joint Cover — 2 in. wide pressure -sensitive cloth tape. Where fluted and cellular floor units are installed end to end, gaiv steel angles shall be tack -welded to the cellular floor units in such a manner as to cover the cells. 5. Welded Wire Fabric — 6x6-W1.4xW1.4. 6. Shear Connectors — (Optional) — Studs, 3/4 in. diam with 1-1/4 in. diam by 1/2 in. thick head or equivalent per AISC specifications. 1/2-in. concrete cover required above top of shear connector. 4165 Shoreline Drive, Spri=Park 7. Electrical Inserts — Preset and after set electrical inserts Classified as "Outlet Boxes and Fittings Classified for Fire Resistance." • Unless specified otherwise for a particular preset electrical insert type, the spacing of the preset electrical inserts shall be not less than 24 in. O.C. along cellular steel floor units with not more than one preset electrical insert in each 4 sq ft of floor area. KAM INDUSTRIES LTD, DBA CORDECK — Inserts. Installed per accompanying installation instructions over factory -punched holes in QL-AKX or QL-WKX floor units. Inserts are used in the pre -active, active, or abandoned condition. The holes cut in the insert cover for passage of wires shall be no more than 1/8 in. larger diam than the wire. For abandonment of Tapmate inserts, see installation instructions. Abandonment requires use of KEB-PC insert cover with no holes in it (for all Tapmate inserts), or a KEB-PC2 or -PC2-Ai abandonment cover for Tapmate II-EAFN only. The Tapmate II-FN insert may use KEB-HP-1 outlet box fittings in lieu of the KEB-PC flush cover fittings. KAM INDUSTRIES LTD, DBACORDECK —Tapmate II-FN, P-EAFN; Series KEB. (2)Wiremold Co. and Kam Industries LTD d/b/a Cordeck Inserts. The NRG Bloc IV insert is furnished by KAM INDUSTRIES LTD d/b/a CORDECK The service fitting components are furnished by WIREMOLD CO. Installed per accompanying installation instructions over factory -punched holes in 3 in. deep K-Type cellular steel floor units (furnished by KAM INDUSTRIES LTD d/b/a CORDECK). Either Type RAKM-II, FAKM-II, 536BB, S36CC, S36PB, S36PP, S38CC, S38BB, S38PB, S38PP, FPCTC, FPBTC, FPFFTC service fittings or Type S3AXBP abandonment plate are installed with Type N-R-G Bloc IV Series preset inserts per accompanying installation instructions. Refer to installation instructions for Classified assemblies. WIREMOLD CO — Type N-R-G Bloc IV Series inserts; Type RAKM-II, FAKM-II, S368B, S36CC, S36PB, S36PP, S38CC, S38BB, S38PB, S38PP, FPCTC, FPBTC, FPFFTC service fittings or Type S3AXBP abandonment plate. 8. Hanger Clips — Min 0.045 in. thick (18 gauge) galv steel, 2 in. wide, 3-1/2 in. long, hooked at one end for attachment over male leg of steel floor units and a hole at other end, spaced as required for hanger wire attachment. 9. Hanger Wire — No. 12 SWG galv steel, pigtailed in concrete through steel floor units, prior to concrete placement, or attached to hanger clips (Item No. 8). Hanger wires located 48 in. O.C. on main runners with additional hanger wires to occur at all four corners of light fixtures, at the midspan of cross tees adjacent to light fixtures, and at the cut end of cross tees longer than 23 in. which abut the walls. 10. Cold Rolled Channels— Min 0.053 in. thick (16 gauge) painted cold -rolled steel channels, 1-1/2 deep with 9/16 in. flanges used for support of air ducts. Support provision for hanger wires between hanger clip locations shall be provided by two channels tied back to back with 18 SWG galv steel wire 48 in. O.C. and suspended by No. 12 SWG hanger wires spaced not over 48 in. O.C. 11. Air Duct — Min 0.029 in. thick (22 gauge) gab steel. Total area of dud openings not to exceed 144 sq in. per 100 sq ft of ceiling area. Area of indiv duct opening not to exceed 144 sq in. Max dimension of opening 12 in. Duct support channels located 6 in. from and on each side of dud drop and max 48 in. O.C. away from duct drop. 12. Damper— Min 0.070 in. thick (14 gauge) galv steel, sized to overlap dud opening 2 in. min. Protected on both sides with 1/32 in. thick ceramic fiber paper laminated to the steel and held open with a Fusible Link (Bearing the UL Listing Mark), 13, Fixtures, Recessed Light — (Bearing the UL Listing Mark). Recessed light fixture with steel housing, 2 by 4 ft size, provided with detachable spring -loaded trim flange or with adjustable mounting brackets. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 13A_ Alternate Fixtures, Recessed Light — For use with Steel Framing Members, item 15B, 15D, 15E, 15F, or 15G - (Bearing the UL Listing Mark). Recessed light fixture with NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing -out steel support hooks near each comer designed to engage the bulb of the steel framing member cross tees. Size of steel framing member module to be nominally 2 in. wider and longer than the nominal fixture size. Fixtures to be additionally screw -attached to the web of the cross tees near the center of each long side and at both ends using No. 6 by 2-5/8 in. long (sides) and No. 6 by 1-5/8 in. long (ends) steel drywall screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 4165 Shoreline Drive, Spring Park 13B. Alternate Fixtures, Recessed Light— For Use with Steel Framing Members, Item 15A - (Bearing the UL Listing Mark). Recessed light fixture with NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing -out steel support hooks near each corner designed to engage the bulb of the steel framing member cross tees. Fixtures to be additionally screw -attached to the cross tees near the center of each long side and at both ends using 2 in. long Type S-12 (sides) and 3 in. long Type S-12 (ends) steel screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 14. Fixture Protection — Gypsum Board* — 5/8 in. thick, cut from the same gypsum board used in the remainder of the ceiling membrane (See Item 17). The five sided enclosure for fixture (Item 13) consists of a 24 by 48 in. top piece, two 4-1/2 (or wider) by 48 in. side pieces, two 6 (or wider) by 24 in. end pieces, and two 6 by 6 in. spacers to maintain a 5/8 in. clearance between the light fixture housing and the top piece. The spacers are placed on top of the fixture housing, with care taken not to locate the spacers over the light fixture ballasts. The top and side pieces are laid in place, and the end pieces are secured to the edges of the side and end pieces with 6d nails at each corner. When fixtures are installed end to end, no end pieces are used where the fixtures abut. Instead, a 6 by 24 in, piece is placed on top of and centered over the gap between the top pieces. 14A. Fixture Protection — Gypsum Board* — For use with Steel Framing Members, Item 15B, 1513, 15E, 15F, or 15G - 5/8 in. thick, same as Item 17 or 17C. Cut to form a five sided enclosure, rectangular in cross-section, at least 1-1/4 in. higher than the NEMA Type F light fixture housing (Item 13A). The fixture protection enclosure is to be installed in the grid module prior to installation of the NEMA Type F light fixture. The fixture protection side pieces are to be provided with nominal 1-1/4 in. wide by 3-1/2 in. long cutouts to accommodate the swing -out steel support hooks near each corner of the fixture. The fixture protection side and end pieces rest on the flanges of the primary cross tees and are screw -attached to the web of the cross tee with No. 6 by 1-5/8 in. long steel drywall screws. The top piece rests on the top edges of the side and end pieces without mechanical attachment. The dimensions of the fixture protection pieces for the various sizes of NEMA Type F fixtures are tabulated below: NEMA Type F Fixture Size Top Piece, in. Side Piece, in. End Piece, in. 1 by2ft 13-1/2 x 25-1/2 7 x 25-1/2 7 x 12-1/4 1by4ft 13-1/2 x 49-1/2 7 x 49-1/2 7 x 12-1/4 2by2ft 25-1/2 x 25-1/2 7 x 25-1/2 7 x 24-1/4 2by4ft 25-1/2 x 49-1/2 7 x 49-1/2 7 x 24-1/4 14B. Fixture Protection — Gypsum Board* — For Use with Steel Framing Members, Item 15A - 5/8 in. thick, same as Item 17 Or 17B. Cut to form a five sided enclosure, rectangular in cross section, for the NEMA Type F light fixture (Item 13B). The fixture protection enclosure is installed around the grid module prior to installation of the NEMA Type F light fixture. The end pieces of the light fixture protection rest upon the flanges additional nom 4 ft long cross tees placed at each end of light fixture opening. The pieces of gypsum board are secured to both cross tees with three 1 in. long Type S screws, one at the center of the cross tee and the remaining two screws spaced 12 in. O.C. in both directions. The end clips of the two additional cross tees are removed and the cross tee/gypsum board combinations are placed at each end of the module facing the light fixture opening with the ends of the cross tees resting on the flanges of the main runner. Two side pieces of the gypsum board protection are notched at the bottom with three 1/4 in. wide by 1-9/16 in. long notches to accommodate the cross tee bulbs. On each side the pieces are installed vertically, resting on the three cross tees intersecting the 50 in. long cross tees and placed 1-1/4 in from the edge of the 50 in. cross tees. The four side pieces of the light fixture protection box are secured together with 6d nails, one at mid -height, and one at each of the four corners. The top piece of gypsum board is loosely -laid on top of the four sided box and secured at each of the four comers with 6d nails. Holes are drilled through the top piece of gypsum board for the attachment of the hanger wires specified in Item 9. Two 4 ft long cross tees are placed on top of the fixture protection box, equally spaced and secured from the underside of the fixture protection box with three 1 in. long Type S screws equally spaced. The dimensions of the fixture protection pieces for the various sizes of NEMA Type F fixtures are listed below: NEMA Type F Fixture Size 1 by 2 ft 1 by 4ft 2 by 2ft 2 by d ft Top Piece, in. 19 x 31 19 x 55 31 x 31 31 x 55 Side Piece, in. 6 x 30 6 x 54 6 x 30 6 x 54 End Piece, in. 6 x 19 6 x 19 6 x 31 6 x 31 1 S. Steel Framing Members* — Main runners nom 12 ft long spaced 48 in. OC. Cross tees nom 4 ft long installed perpendicular to main runners and spaced 24 in. OC. Additional cross tees located 8 in. from and on both sides of each gypsum board end joint and each recessed light fixture. ROXUL USA INC. D/S/A ROCKFON — Types 650, 650C, 670, 670C, 670D 15A. Alternate Steel Framing Members* — Main runners, cross tees, cross channels and wall angle as listed below: a. Main Runners — Nom 10 or 12 ft, long, 15/16 in, or 1-1/2 in. wide face, spaced 4 ft. OC. 4165 Shoreline Drive, Spring Park b. Cross Tees — Nom 4 ft. long, 1-1/2 in. wide face or 15/16 in, wide face installed at sides of light fixtures (Item 13), installed perpendicular to the main runners, spaced 24 in. OC. When Batts and Blankets* (Item 20) are used, cross tees spaced 16 in. OC. Additional cross tees or cross channels used at 8 in. from each side of butted gypsum board end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. When NEMA Type F (Item 138) light fixtures are used, nom 4ft long cross tees, 1-1/2 in wide face, installed perpendicular to main runners and spaced nom 50 in. O.C. Two nom 50 in, long cross tees, 1-112 inch wide face, spaced nom 14 in. O.C. to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. O.C. to accommodate nom 2 by 2 ft NEMA or 2 by 4 ft NEMA Type F fixture. When nom 2 by 2 ft NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the center of the nom 50 in. long cross tees. Two additional nom 4 ft cross tees, 1-112 in. wide face are installed perpendicular to the main runners outside each end of fixture opening to support the end pieces of drywall fixture protection. Small cutoff pieces of cross tees were installed at the center of the nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main runner and securing the other end with a pop rivet to the nom 50 in. long cross tee. c. Cross Channels — Nom 4 ft. long, installed perpendicular to main runners, spaced 24 in. OC. When Batts and Blankets* (Item 20) are used, cross channels spaced 16 in. OC. d. Wall Angle or Channel — Painted or galv steel angle with 1 in. legs or 1-9/16 in. deep painted or galv steel channel with 1 in. legs attached to walls at perimeter of ceiling with fasteners 16 in. OC. to support steel framing member ends and for screw -attachment of the gypsum board. CGC INC — Type DGL or RX USG INTERIORS LLC — Type DGL or RX 158. Alternate Steel Framing Members* — (Not shown) — Main runners nom 12 ft long, spaced 48 in. OC. Primary cross tees (1-1/2 in. wide across flange) or cross channels, nom 4 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional primary cross tees or cross channels required at each gypsum board end joint, 8 in, from and on each side of gypsum board end joint, and 8 in. from each side of NEMA Type G (Item 13) light fixtures. Secondary cross tees (15/16 in. wide across flange), nom 4 ft long, installed at sides of NEMA Type G light fixtures. When NEMA Type F (Item 13A) light fixtures are used, nom 4 ft long primary cross tees installed perpendicular to main runners and spaced nom 50 in. OC. Two nom 50 in. long primary cross tees installed perpendicular to nom 4 ft long primary cross tees and spaced nom 14 in. OC to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. OC to accommodate nom 2 by 2 ft or 2 by 4 ft NEMA Type F fixture. When nom 1 by 2 ft or 2 by 2 ft NEMA Type F fixtures are used, nom 14 in. or 26 in. long primary cross tees to be used to form nom 26 in. long modules at the center of the nom 50 in. long primary cross tees. Additional lengths of primary cross tee to be installed at each end of each nominal 50 in, long primary cross tee to create a nominal 14 or 26 in. by 22 or 24 in. module at each end of light fixture module. Ends of these additional lengths of primary cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 4 ft long cross tee at opposite end. Additional short lengths of primary cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of light fixture, Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long primary cross tee at opposite end. The main runners, cross tees or cross channels may be riveted or screw -attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC —Type DFR-8000, 15C. Alternate Steel Framing Members* — (Not shown) — As an alternate to Items 15, 15A and 15B. For use with 112 in. thick gypsum board only. Main runners nom 12 ft long, spaced 48 in, O.C. Cross channels, 4 ft. long, installed perpendicular to main runners and spaced 24 in. O.C. Additional cross channels required 8 in. from and on each side of gypsum board end joints, and 8 in. from each side of light fixtures. Cross tees, 4 ft long installed perpendicular to main runners to support the 4 ft sides of light fixtures. 2 ft cross tees installed perpendicular to 4 ft cross tees to form 2 ft by 2 ft modules when ceiling air diffusers are used. J-shaped metal trim molding, installed at perimeter of light fixtures and lay -in ceiling air diffusers to cover and support the exposed gypsum board edges. ROXUL USA INC. D/S/A ROCKFON —Type 630. When Type 630 Steel Framing Members are used, assembly and beam ratings are limited to 1-1/2 hr, when inserts (Item T) are employed. Assembly and beam ratings are 2 hr. when inserts are omitted. 15D. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Items 15, 15A, 15B and 15C. For use in corridors or rooms having a maximum width dimension of 14 ft. Steel framing members consist of grid runners, locking angle wall molding and hanger bars. Locking angle wall molding secured to walls with steel nails or screws spaced max 24 in. OC. Slots of locking angle wall molding parallel with hanger bars to be aligned with tabbed cutouts in bottom edge of hanger bars. Hanger bars spaced max 50 in. OC and suspended with No. 12 AWG steel hanger wires spaced max 48 in. OC. Adjoining lengths of hanger bar to overlap 12 in. and to be secured together and suspended by a shared hanger wire. A min clearance of 1/4 in. shall be maintained between the ends of the hanger bars and the walls. Grid runners cut - to -length and installed perpendicular to hanger bars and spaced max 24 in. OC with additional grid runners installed 8 in. OC at gypsum board end joints and adjacent to each side of nom 2 by 2 ft or nom 2 by 4 ft NEMA Type F light fixtures (Item 13A). Grid runners parallel with walls to be spaced max 16 in. from wall. Ends of grid runners to rest on and engage slots of locking angle wall molding with a clearance of 3/8 in. to 1/2 in. maintained between each end of the grid runner and the wall. Bulb of grid runner to be captured by tabbed cutouts in bottom edge of hanger bars. When nom 2 by 2 ft or 2 by 4 ft NEMA Type F light fixtures are used, flange of grid runner on each side of fixture module is to be slit and bent upward 90 deg along the length dimension of the fixture. Nom 24 in. long cross tees with tabbed ends bent 90 deg are to be formed from lengths of grid runner and are to be secured to the grid runner at each end of the fixture module using steel screws or rivets. Additional cross tees, nom 8 in. long with tabbed ends bent 90 deg, are to be formed from lengths of grid runner and are to be secured to the grid runners at the corners and center of each side of the fixture module using steel screws or rivets. ARMSTRONG WORLD INDUSTRIES INC —Type DFR-80M-SS 4165 Shoreline Drive, Spring Park 15E. Alternate Steel Framing Members* —(Not Shown) —As an alternate to Items 15, 15A, 158, 15C and 15D. Main runners nom 12 ft long, spaced 72 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. When NEMA Type F (Item 13A) light fixtures are used, nom 6 ft long cross tees installed perpendicular to main runners and spaced nom 14 in., 26 in. or 50 in. OC, dependent upon fixture size and orientation. Nominal 14 in., 26 in. and/or 50 in. cross tees used in combination with the 6 ft long cross tees to create modules to accommodate nom 1 by 2 ft, 1 by 4 ft, 2 by 2 ft and 2 by 4 ft NEMA Type F fixtures. Additional lengths of cross tee to be installed between the 6 ft long cross tees at each end of each nominal 14 in., 26 in. or 50 in, long cross tee forming a light fixture module. Ends of these additional lengths of cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 6 ft long cross tee at opposite end. Additional short lengths of cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of 1 by 4 ft or 2 by 4 ft light fixture which is installed with its long dimension parallel with the main runners. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long cross tee at opposite end. The main runners and cross tees may be riveted or screw -attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC —Type DFR-8000 15F. Alternate Steel Framing Members* — (Not Shown) — As an altemate to Items 15 through 15E - Main runners nom 12 ft long, spaced 72 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. When NEMA Type F (Item 13A) light fixtures are used, nom 6 ft long cross tees installed perpendicular to main runners and spaced nom 14 in., 26 in, or 50 in. OC, dependent upon fixture size and orientation. Nominal 14 in., 26 in, and/or 50 in. cross tees used in combination with the 6 ft long cross tees to create modules to accommodate nom 1 by 2 ft, 1 by 4 ft, 2 by 2 ft and 2 by 4 ft NEMA Type F fixtures. Additional lengths of cross tee to be installed between the 6 ft long cross tees at each end of each nominal 14 in., 26 in. or 50 in. long cross tee forming a light fixture module. Ends of these additional lengths of cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 6 ft long cross tee at opposite end. Additional short lengths of cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of 1 by 4 ft or 2 by 4 ft light fixture which is installed with its long dimension parallel with the main runners. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long cross tee at opposite end. The main runners and cross tees may be riveted or screw -attached to the wall angle or channel to facilitate the ceiling installation. USG INTERIORS LLC —Type DGL or RX 15G. Alternate Steel Framing Members* — (Not Shown) - As an altemate to Items 15 through 15F - Main runners nom 12 ft long, spaced 48 in. OC. Cross tees, nom 4 ft. long, installed perpendicular to main runners and spaced 24 in. OC. Additional 4 ft. long cross tees required at 6 in. from each side of butted gypsum board end joints. When Batts and Blankets* (Item 20A) are used, cross tees spaced 16 in. OC with additional cross tees 8 in. away from each side of butted gypsum board end joints. The cross tees shall be riveted with 1/8 in. dia. rivets to the wall angle and to the main tee where the cross tee does not align with slot in the main tee. When NEMA Type F (Item 13A) light fixtures are used, nom 4ft long cross tees, 1-1/2 in wide face, installed perpendicular to main runners and spaced nom 50 in. O.C. Two nom 50 in. long cross tees, 1-1/2 inch wide face, spaced nom 14 in. O.C. to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. O.C. to accommodate nom 2 by 2 ft NEMA or 2 by 4 ft NEMA Type F fixture. When nom 2 by 2 ft NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the center of the nom 50 in. long cross tees. Two additional nom 4 ft cross tees, 1-112 in. wide face are installed perpendicular to the main runners outside each end of fixture opening to support the end pieces of drywall fixture protection. Small cutoff pieces of cross tees are installed at the center of the nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main runner and securing the other end with a pop rivet to the nom 50 in. long cross tee. Galvanized steel wall angle with 1-1/2 in. legs attached to walls at perimeter of ceiling with fasteners at 16 in. OC. to support steel framing member ends and for screw -attachment of the gypsum board. CERTAINTEED CORP —Types DWS12-13-20, DWS4.16-13-20, DWS4-13-20, DWS2-13-20, DWS2.16-13-20 and DWA1.5-1.5 CERTAINTEED CORP —Types EZDWSI2-13-18, EZDWS4.16-13-18, EZDWS4-13-18, EZDWS2-13-18, EZDWS2.16-13-18 and DWA1.5-1.5 15H. Alternate Framing Members* — (Not Shown) — As an alternate to Items 15 through 15G. Main runners nom 12 ft long, spaced 72 in. OC. Main runners suspended by min 12 SWG gab steel hanger wires spaced 48 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. The main runners and cross tees may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. ROXUL USA INC. D/B/A ROCKFON — Type 670C, 670D 16. Wall Molding — (Not shown) — Min 0.019 in. thick (26 gauge) painted or galv steel channel, 1-11/16 in. deep with 15/16 in. flanges, nailed to walls along perimeter of ceiling with 8d nails spaced 16 in. O.C. 4165 Shoreline Drive, Spring Park 17. Gypsum Board* — 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with end joints centered along cross tees and with side joints centered along main runners. Gypsum board fastened to each cross tee with five steel drywall screws (Item 18) with one screw located at the midspan of the cross tee, one screw located 12 in. from and on each side of the cross tee midspan and one screw located 1-1/2 in. from each gypsum board sidejoint. Except at gypsum board end joints, steel drywall screws shall be located on alternating sides of cross tee flange. At gypsum board end joints, steel drywall screws shall be located 1/2 in. from the joint. Gypsum board fastened to main runners with steel drywall screws, 3/8 to 1/2 in. from sidejoints, midway between intersections with cross tees (24 in. OC). End joints of adjacent gypsum board sheets shall be staggered not less than 4 ft OC. Gypsum board sheets screw -attached to flange of wall channel with steel drywall screws spaced 12 in. OC. When alternate Steel Framing Members* (Item 15D) are used, gypsum board sheets installed with long dimension (side joints) perpendicular to the grid runners with the end joints staggered min 4 ft and centered between grid runners which are spaced 8 in. OC. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide by 48 in, long pieces of gypsum board are to be laid atop the grid runner flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the grid runners at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw -attachment of the gypsum board sheets. Gypsum board fastened to grid runners with drywall screws spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted endjoint and spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. Joints to be covered with paper tape andjoint compound. When alternate Steel Framing Members* (Item 15E) are used, gypsum board sheets installed with long dimension (sidejoints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board sidejoints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in, wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted endjoint location. The backer strips are to be secured to the flanges of the cross tees at opposite comers of the backer strip to prevent the backer strips from being uplifted during screw -attachment of the gypsum board sheets. Gypsum board fastened to cross tees with drywall screws spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. The butted endjoints are to be secured to the backer strip with No. 10 by 1-112 in. long Type G laminating screws located 1 in. from each side of the butted endjoint and spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Items 15F and 15H) are used, gypsum board sheets installed with long dimension (sidejoints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board sidejoints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite comers of the backer strip with hold down clips to prevent the backer strips from being uplifted during screw -attachment of the gypsum board sheets. Gypsum board fastened to cross tees with 1 in. drywall screws spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. Joints to be covered with paper tape and joint compound. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC —Type C, Type LGFC-C/A CGC INC--Types C, IP-X2, IPC-AR, WRC, ULIX, GEORGIA-PACIFIC GYPSUM L L C — Types 5, C, DAPC, TG-C. NATIONAL GYPSUM CO — Types FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C. THAI GYPSUM PRODUCTS PCL —Type C . UNITED STATES GYPSUM CO —Types C, IP42, IPC-AR WRC, ULIX. USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC, 17A. Gypsum Board* — (For use with steel framing members described in Item 15C) — 1/2 in. thick, 4 ft wide. Installed with long dimension (sidejoints) perpendicular to the cross channels and 4 ft cross tees, and with the sidejoints centered along the main runners. Gypsum board fastened to cross channels with 1 in. long Type S steel drywall screws (Item 18) located 1/2 in. from butted end joints, with one screw located at the midspan of the cross channel, one screw located 12 in. from and on each side of the channel midspan, and one screw located 2-3/4 in. from each sidejoint. AMERICAN GYPSUM CO — Type AG-C. 4165 Shoreline Drive, Spring Park CGC INC—Types C, IP-X2, IPC-AR, WRC, ULIX. CERTAINTEED GYPSUM INC — Type LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C — Types C, DAP, DA, DAPC. NATIONAL GYPSUM CO — Type FSW-C. UNITED STATES GYPSUM CO —Types C, IP-X2, IPC-AR, WRC, ULIX. USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC. For use with steel framing members described in Item 15C. Assembly and beam ratings are limited to 1-1/2 hrwhen inserts (Item 7) are employed. Assembly and beam ratings are 2 hr when inserts are omitted. 17B. Gypsum Board * — For use when Batts and Blankets* (Item 20) and Steel Framing Members* (Item 15A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with sidejoints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel drywall screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long steel drywall screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CGC INC—Types C, IP-X2, IPC-AR, WRC, ULIX. UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC, ULIX. USG BORAL DRYWALL SFZ LL.0 — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC. 17C. Gypsum Board* — For use when alternate Steel Framing Members* (Item 15G) are used - 1/2 in. thick, 4 ft wide; installed with long dimension parallel to main runners and perpendicular to the 4 ft. long cross tees with the end joints centered between cross tees which are spaced 6 in. OC. Sheets are attached to cross tees with screws spaced 8 in. OC on the ends and 12 in. OC in the field with additional screws located 1-1/2 in, from the side edges. Sheets are attached to the main tees with screws spaced 8 in. OC with additional screws located 4 in. OC from the edges. Screws on the sides are located 1/2 in. from the side edge of the gypsum board. When Batts and Blankets* (Item 20A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension parallel to main runners and perpendicular to cross tees and attached with screws spaced 8 in. OC on the ends and 8 in. OC in the field with additional screws located 1-1/2 in, from the side edges. Sheets are attached to main tees with screws spaced 8 in. OC with additional screws located 4 in. OC from the side edges. Screws on the sides located 3/4 in. from the side edge of the gypsum board, and screws at the end of the gypsum board located 1/2 in. from the board ends. Joints to be covered with paper tape and joint compound. CERTAINTEED GYPSUM INC — Type C 4165 Shoreline Drive, Spring Park 18. Screws — No. 6 Phillips -type, Type S self -drilling and self -tapping, min 1 in. long steel drywall screws. Screw heads may be either exposed or covered with joint cement 19. Alternate Finishing System, — (Not shown) — Gypsum board joints may be either exposed or covered with paper tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of the Classified gypsum board. 19A. Alternate Finishing System — Acoustical Material — (Not shown) — Optional, acoustical tile may be laminated to the entire surface of the Classified gypsum board. Any Manufacturer— Any UL Classified acoustical material and adhesive with a flame spread of 25 or less (See Building Materials Directory). 20. Batts and Blankets* — (Optional, Not Shown) - When used the Ratings are limited to 1 Hr. - For use with Steel Framing Members* (specifically Item 1 SA) and Gypsum Board* (specifically Item 17B) - Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members/gypsum board ceiling membrane. 20A, Batts and Blankets* — (Optional, Not Shown) - For use with Steel Framing Members* (specifically Item 15G) and Gypsum Board* (specifically Item 17C) - min. 3-1/2 in. thick, min. density 0.9 Ib/ft3 unfaced fiberglass batt insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members/gypsum board ceiling membrane and light fixture protection. 21. Discrete Products Installed in Air -handling Spaces* — Automatic Balancing Valve/Damper (Not Shown - Optional) — For use with item 12. Valve/Damper to be provided with ducted installation with steel duct per damper manufacturer's instructions. Automatic Balancing Valve/Damper shall be installed within duct such that it is not directly above the ceiling radiation damper. METAL INDUSTRIES INC — Model ABVA ABV-5, ABV-6 * Indicates such products shall bear the UL or WL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-05-16 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "02024 UL LLC." 4165 Shoreline Drive, Spring Park UL Product V Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSVUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See GVneral IrIformatmon for n ings Zrtifi&d-tgL.UoitedStates 2gsjgn Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN LC-S101 Certified for Canada Qesian Criteria and Allow ble Variances Design No. X528 April 30, 2024 Column Protection Ratings —1, 2 and 3 Hr. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 0 T1 ' l li II . ! i II li • sIl 4165 Shoreline Drive, Spring Park r CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. Steel Column — Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as shown under Item 2. 2. Gypsum Board* — Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X51 S. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. 1.501, G512 or U305. Nom 1/2 in. or 5/8 in. thick gypsum board. Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. Min total thickness of layers in inches for the various ratings and min column sizes are as follows: W Shaped Column Min Column Rating (Hr) Size 1 2 3 Comer Details For Various Rating 1 Hr 2 Hr 3 Wr Total thickness (in.) W413 1 1-1/2 2-1/4 B C D W6x15.5 1 1-1/2 2-1/4 B C D W10x49 1/2 1-1/8 1-7/8 A B C Tube Shaped columns TS 4 by 4 by0.188 1 1-3/4 2-5/8 B C D TS8by8 by 0.250 5/8 1-1/2 2-1/4 A C D AMERICAN GYPSUM CO (View Classification), — CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO Classification) — CKNX.R19374 CABOT MANUFACTURING ULC (View Classification) — CKNX.R25370 CERTAINTEED GYPSUM INC fYiew C a ' ' ti—CKNX.R3660 CGC INC mew Classification) — CKNX.R19751 GEORGIA-PACIFIC GYPSUM L L C !View Classification, — CKNX.R2717 NATIONAL GYPSUM CO View Classification). — eXP-C CKNX.R3501 4165 Shoreline Drive, Spring Park PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification), — CKNX.R7094 PANEL REY S A (View Classification).— CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD Mew Classification) — CKNX.R19262 THAI GYPSUM PRODUCTS PCL Yiew Classification). — CKNX.P27517 THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO (View Classifi ation.—CKNX.R40305 UNITED STATES GYPSUM CO .(View Classification),—CKNX.R1319 USG BORAL DRYWALL SFZ LLC Mew Classification) — CKNX.R3843B USG MEXICO S A DE C V Mew Classification), — CKNX.R16089 2A. Gypsum Board* —As an alternate to Item 2- 3/4 in. thick gypsum wallboard. For 2 Hr rating, 1-1/2 in. total thickness, installed in accordance with comer detail B. For 3 Hr rating, 2-1/4 in, total thickness installed in accordance with comer detail C. Boards are to be applied vertically without horizontal joints. CGC INC—Type IP-X3 or ULTRACODE UNITED STATES GYPSUM CO —Type IP-X3 or ULTRACODE USG 60RAL DRYWALL SFZ LLC—Type ULTRACODE USG MEXICO S A DE C V — Type IP-X3 or ULTRACODE 2B. Gypsum Board* — (As an alternate to Items 2 and 2A) — Nominal 5/8 in, thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with one layer and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES 2C. Wall and Partition Facings and Accessories* — (As an alternate to Item 2 through 2B) — Composite Gypsum Panel — Nominal 5/8 in, thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with one layer of composite gypsum panel and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR 20. Gypsum Board* — (As an alternate to Item 2, For use with Item 4A) —1/2 in. thick, installed as described in Item 2. CERTAINTEED GYPSUM INC —Type C 3. Steel Stud —1-5/8 in. wide with minimum 1-1/4 in. legs having a 1/4- in. folded flange, fabricated from min. 0.0179 in. thick bare metal thickness steel. Length to be 1/2 in, less than the assembly height. 3A. As an alternate to Item 3, Framing Members* -- galy. steel clips spaced 4 ft OC and 1-1/4 in. from top and bottom of column. A No. 28 MSG galy steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws attaching the wallboard. The angle cut 1 in. less than assembly height splices in angle to occur over clips. The clips for use with wide flange columns only. JOHN WAGNER ASSOCIATES INC, DBA GRABBER —Types CB, CB1CIips. 4. Corner Beads — No. 28 MSG galy steel, 1-1 /4 in. legs to be attached to the wallboard with No. 6 by 1 in. screws spaced 12 in. OC max. 4A. Corner Bead* — (As an alternate to Item 4, For use with Item 2D) — 0.058 in, thick at shoulder thickness, 1-7/8 in. legs, attached to gypsum board using all-purpose ready mixjoint compound. CERTAINTEED GYPSUM INC — Types NC, NCPRO, NC450 4165 Shoreline Drive, Spring Park 5. Tie Wire — No. 18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. 6. Screws — For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for 3/4 in. thick wallboard) Phillips head self -drilling, self -tapping double lead screws spaced 24 in. OC For attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for 3/4 in. thick wallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws of the same type spaced 12 in. OC 7. Finishing System — (Not Shown) — Joint compound applied over corner beads to a thickness of 1/16 in. ' Indicates such products shall bear the UL or cUL Certification Mario for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-04-30 The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions' must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format "©2024 UL LLC." 4165 Shoreline Drive, Spring Park r J O W N D W CITY OF SPRING PARK PAGE 1 BUILDI G PERMIT 4349 Warren Avenue �Z Spring Park, MN 66384 Handout Given Phone: 962-471-9051 Fax: 962-471-9160 D Load Handout Given Routed to MNSPECT Ii1TEADDRESS:'41(v5 7�Of21ii�� �f.d� PID: 1S%ML34y0b-X 1) Was the home constructed before 1978? (YES ❑, continue with line 2, NO 0 continue *11}00compnet,ng F PA. Seca :1) Will the work disturb t6 sq ft of interior painted surfaces of �:20 sq ft of exterior painteo surfaces' ,YES go to tine 4, NO :l) Are there any Windows being replaced? (YES o, go to line 4, NO ❑ continue without compieting EPA Sectlorc di) Has this home been Certified Leas! Free? (YES c, you MUST Attach Certification information HD complete line 5" 11) EPA Contraafor Certil9ca!ion Number. NAT - (applies to contactor 0011y) PROPERTY OWNER: ZeC VA44' � . (, Addles 41 t S 54 of'e Vm, - ----f .Y _. t';ty s r;,a, Parr k State: IMIJ _'nntact Name 1rtc 16 81 c w — (*NTRACTOR: LL L c'i r: * iA!W state: MN zip: 55' y5 Contractor Licettstr No: - — Efttail: %*: 1C�► tnffT�ttti'iD� LL.G oe�1 ARCHITECT: S-Vy4Q%a 11"A Cite: +►�: nneg pq a r,-- State: P'%W Zip: 5�41 D J E;meil: R:na�Co� �-�.,dtbwl rt: .Hc+ TYPE Of WORK: New Construction KC_omnterc,a, Res!der,Uai : Change of Use EST. VALUATION OF WORK Finish Basement �.f 1 COO-- -- — ffemodei Sect: t 'Net Addition Soo Garage-Attached/Eletach Detailed Description of Work: - Accessory Structure ll ass: e: 6J1-"5=A`I'1 Fax: - actName:N-M V,,5#tPhone.i1)-5pe-16y ass: 53o )4de+ -j"A j4.. S wi iA a 0 e: c11-Sx4—S37S Fin.' R" t O Dc k �_7 Pool D Retaining Wall c Porch c Demolition c Piumbingi-provide deta,i on Page 2 Mechanical--Prov de aetad on Pane 2 Phone: 651' Ai 'f"'11bb o Re -Roof Re -Side Fence Shed Window/Door Replacement t1 being replaced gnnun or .tits epprlcatiort er ttr Iega1 property owner a a Nt@naed cont@ctnr, as kWa onrters rapr..antathi. b requited end tM tonysg Adminisb@tw a yha eukdahg Orflela tlasfgnae !o anw upon the propany to parMmn needed tMpatltons. Entry may be elthotd VW notice. I thereby eclaawaadge that I have read rots application "state that. aY Wormation Is bus and erect to the bees+ d my lawheaga: I Nnhw agree inn as workpa,rormaa VA be in accutiante wim approved Plana, epecttur,Ions and coneroons VW to avid. nj N omirw• ca of ttw stunictty na me tarn of b" $lain at Minnesota reguanp actions taken pursuant to Ifka psrm t I @lfrea to pay all plan rrvlaw feed awn if I craoco not to proceed with rut. wort. Pearin upkes when work not c anmenc ac Within IN deys Irom saw of pWmk. or N work IS auspendw abandoned, of not Inspected tar 1110 days. Work beyond rw scope of tihs pennn, or work wtttW a pwrnk or knspecdein, u be subiact to a pamty Noise Ordinance In Effect, MOND AY - FRIDAY Before 7 ■ m, and after 10 P.M. WeekendsMolidays before 7 a.m. and after 8 p.m. SIGNATURE OF APPLICA itRINTED NAME: t caU OCCUR TYPE: VALUATION: $ This Is the,sionatum of: Owner ors eyners R BLDG SPRINKLED Yes / No Permit Fee: $*i AI . 00 WAC Charge: S Plan Review Fee: $ Seger & Water Hook -Up: $ State Surcharge: S 15bb alp Sewer & Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C. Fee: $ Muni SE1WA Fee: $ _ Investigation Fee / Other Fee: S '2016 SAS, Fscrow. 12-:6 X is , IF4917� Copy Charge ($.25 per 8.5 x11 page) S er. $ � O� - f SAOT License Check ($5) / Lead Check (55) S L UE SUB -TOTAL $ Plumbing Fee (from Page 2) $ 'ROTE: Commercial plans will be submitted to the Met Council Environmental Svc@ Mechanical Fee from Pago 2 $ for SAC determination. Escrow payment will M required when permit is tesu@d. If after Met Council review no SAC is determined, "craw will I be refunded In full. Special Conditions/Required Setbacks: Building Approval By: DATE: Printed Building Appro49l ❑ License Verification ❑ Lead Verification - Checked By: City Approval By: DATE: 7 Paid: qi+q0 Date: tit 1� Receipt No. 3 J 0 By: is 100 trawl.) �VNNV VNV9VO ,It 00 Cl) uO Ln z g Y a t� z a IL LU a 0 W z W x 0 U) 0 7�.1❑� o�Nl na u,uu eu tl W rvOIORLB � � :2EE���� ego � �I,eW�� flag Y` 16 IH I6sih�8 OHM F •,�i�8 3:� 83 Q �e �$88 ��'� Yi Ell �' � 6� daQB awaiNNnoiw Nlr 9 � a LS.VNNVVtVSVO 2 h -J cl I ICI e .:.,o .. •L.',a..�.� � � � �J �`�iiy� � � � I � a � b f 3 !! I I^ 3 I b f _ L; 11 I I I III 11 I II � I NNA-F AIM a�i I II I AN - C ' b I % 1 I I 4 I r__ I � 6 S.VNNV VNVSVO @ ' I i LSiVNNVVNVSV3_ Z ... . ............. Ilk © m ■ a� \■ . _._._ | � ■; j . � . . SV f'VVNVs a - ^ -� in - 7-IR HIM �\ � — _[h■!1 Q Oy yJ LL Ft >w H h E r m v.orcs rzw,eer 0,r — Project Name: Date: Jurisdiction: ID: Applicant Phone: Jobsite: Code: Reviewed: 05/06/2024 City of Spring Park 24SP-00025 (612) 500-2431 4165 SHORELINE DRIVE City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Approval Status: Resubmittal Required Construction Type: Applicant Name: K2 Construction LLC - David Applicant Email: david@k2constructionllc.com 2020 1300, Minnesota Building Code Administration; 2020 1305, Minnesota Building Code Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. The following items are related to the submitted plans/scope of work and are found to be either noncompliant with the Minnesota State Building Code or additional information is needed. Please respond by letter of verification and/or revised plans or addenda identifying corrections have been made. All comments shall be resolved before the building permit can be issued. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Tom Krause Plans Examiner tkrause@mnspect.com 4165 SHORELINE DRIVE Page 1 Or, PAR Building: Resubmfttal Required - Tom Krause, tkrausec@mns".com PLAN REVIEW CORRECTION ITEMS: City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Separate plumbing, mechanical, fire suppression, fire alarm, kitchen hood, kitchen hood fire suppression, and electrical permits are required on this project. A response is required indicating that the appropriate contractor(s) and owner have been notified and made aware of these additional permits. 2. On plan sheet G1.1 under the Applicable Code the following shall be revised, and appropriate plan sheet(s) re- submitted: 2020 Minnesota State Commercial Energy Code shall be revised to read 2024 Minnesota State Commercial Energy Code-ASHRAE 90.1-2019 2018 International Code Council Electrical Code shall be revised to read 2023 National Electrical Code- NFPA 70. The exterior restaurant assembly area (1,411 sf) as indicated on plan sheet G1.1 has an occupant load of 95. It appears that the calculated occupant load exiting from the exterior back into the building at door 008 is 39 and 60 occupants exiting from the area through a gate to the exterior restaurant assembly area. The exterior restaurant assembly area requires two exits based on the occupant load. (2020 Minnesota State Building Code, Table 1006.2.1) Per the 2020 Minnesota State Building Code, Section 1007.1.1, the exits shall be placed a distance apart to not less than one-half of the length of the maximum overall diagonal dimension of the area to be served. The diagonal dimension of the area is approximately 103'-0". The gate and door 008 are approximately 29'-0" apart, which doesn't comply with the code section requiring the exits to be one-half of the length of the overall diagonal dimension (approximately 51'-0"). The exit arrangement serving this space shall be reevaluated to comply with these code sections. Revise and re -submit plans. 4. The common path of egress travel distance at the exterior restaurant assembly area is approximately 91'-0" from the most remote point within the space to a place where occupants have separate and distinct access to two exits. The 91'-0" common path of egress travel distance exceeds the allowable travel distance of 75'-0" as indicated in the 2020 Minnesota State Building Code, Table 1006.2.1 for an `A' occupancy. The common path of egress travel within this space shall be reevaluated to comply with the code requirements. Revise and re -submit appropriate plan sheet(s). 5. The occupant load indicated at the egress door from Entry 002 into Hotel Reception 001 on plan sheet G1.2 is calculated at 141. The occupant load calculated for this door when verified by assuming the exit access travel path was following the arrows identified is 174 occupants. The occupant load exiting through this door shall be reevaluated to indicate the correct occupant load at this door. The stairway shall also be reevaluated if the occupant load is increased. Revise and re -submit appropriate plan sheet(s). 6. The occupant load of 140 exiting through door 017 differs from the occupant load calculated of 76 occupants when verified assuming the exit access travel path was following the arrows identified. The occupant load exiting through this door shall be reevaluated to indicate the correct occupant load at this door. Revise and re -submit appropriate plan sheet(s). 7. Indicate portable fire extinguishers on the life safety plan sheet G1.2, ensuring a fire extinguisher is within 75'-0" of the kitchen area. Portable fire extinguisher size and locations shall be in accordance with the 2020 Minnesota State Building Code, Section 906. Revise and re -submit appropriate plan sheet(s). On plan sheet A2.1, the ceiling finish indicated at rooms 002, 005, 009, 010, 011, 015, and 016 is to be painted open structure. The ceiling areas at these locations shall be a rated floor/ceiling horizontal assembly providing protection between the areas and the dwelling units above. The ceiling area shall not be open, all structural components shall be protected to maintain the integrity of the rated horizontal assembly. The ceiling finish shall be reevaluated in these spaces and align with the required horizontal assembly hourly rating of 1-hour as identified on the plans associated with the building remodeling project. Provide a listed horizontal floor/ceiling assembly 4165 SHORELINE DRIVE Page 2 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 throughout the lower -level area. Revise and re -submit appropriate plan sheet(s). (2020 Minnesota State Building Code, Section 711.2.3 and Table 508.4) 9. On plan sheet A1.1, in the Hotel Lounge 005, it is indicated that two columns are to be wrapped with gypsum board. These columns are assumed to be structurally supporting the first -floor assembly. The floor/ceiling assembly is a rated assembly, and the columns shall be protected to maintain the rating of the floor/ceiling assembly. Provide a listed assembly detailing the protection of the columns. Other partition walls enclosing structural columns shall also have a listed assembly associated with them. (2020 Minnesota State Building Code, Section 711.2.3) Revise and re -submit appropriate plan sheet(s). 10. Per the 2020 Minnesota State Building Code, Section 1004.9, every room, or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit from the room or space. Provide occupant load sign locations and details on the appropriate plan sheet(s) and re -submit. 11. Door 017 listed on the door schedule on plan sheet A1.1 is indicated as V-6" wide. Per the 2020 Minnesota State Building Code, Section 1010.1.1 shall provide a minimum clear opening width of 32". Door 017 is in a 1-hour shaft enclosure wall and is required to be a 1-hour rated assembly. (2020 Minnesota State Building Code, Table 716.1 (2)). Door 017 isn't indicated as a 1-hour rated assembly on the door schedule. Revise the width of door 017 and the rating on the door schedule to comply with these code sections and re -submit appropriate plan sheet(s). 12. Door 004 listed on the door schedule on plan sheet A1.1 is indicated as (2)-2'-0" wide doors. Per the 2020 Minnesota State Building Code, Section 1010.1.1. a door opening including two door leaves without a mullion, one leaf shall provide a minimum clear opening width of 32". Revise the width of door 004 on the door schedule to comply with this code section and re -submit appropriate plan sheet(s). 13. The Women's restroom 013 as indicated on plan sheet A1.1 is provided with two water closets. Per the 2020 Minnesota State Accessibility Code, Section 1109.2.2, where two or more water closet compartments are provided in a toilet room, at least 5% of the total number of compartments shall be ambulatory -accessible water closet compartments. The toilet compartment accessed through door 013C shall be ambulatory -accessible per this code section. Door 013C shall not swing into the required minimum area of the compartment. The width of the ambulatory -accessible compartment shall be 36", as indicated on plan sheet A1.1, the width of the compartment is approximately 48". (2020 Minnesota Accessibility Code, ICC Al 17.1, Section 604.10) This water closet compartment shall be reevaluated. Revise and re -submit appropriate plan sheet(s). 4165 SHORELINE DRIVE Page 3 Letter Reference: 240717B2 Address ID: 19418 Payment ID: 469665 METROPOLITAN C O U N C I L Greetings! Please see the determination below. Project Name: The Yacht Club (Hotel) Project Address: 4165 Shoreline Drive Suite #/Campus: N/A City Name: Spring Park Applicant: Dan Mehok, Special Projects Date of Determination: 07/17/24 Determination Expiration: 07/17/26 Special Notes: The original letters for this determination were dated May 22, 2024, letter reference 24052267, and December 15, 2023, letter reference 231215A1. The City will be charged SAC as determined below, instead of the units previously assigned. The redetermination is based on revised credit. Charge Calculation: Hotel: 27 rooms @ 2 rooms / SAC = 13.50 Total Charge: 13.50 Credit Calculation: Yacht Club Office Bldg (SAC 02/95) 13.50 SAC / 36.69 SAC = 37% x 9 SAC = 3.33 Total Credit: 3.33 Net SAC: 10.17 = 10 SAC Due to fA.. gqW' 0WIq The business information was provided to MCES by the applicant at this time. ft is"the ty's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, email me at: sara.running(@metc.state.mn.us. Thank you, GQA SAC Program Technician Metropolitan Council Environmental Services�� 390 Robert Street North, Saint Paul, MN 55101-1305 An Equal Opportunity Employer P 651.602.17701 F 651 R02.1030 I TTY 651.211.0904 www. metrocounci I.or_. !q<SACprogram a Him 4 RMEM 1imm� z Z. r W of m W2 <� Z N 3 0 2 i 01 EE it {{ gg 66 }jI�1 {1 g>W F>Cy F®15 E� a if if io- Pti d W 3 E LLJ g l-�--- 1 i-rr � 1 --- (41 m1 av Letter Reference. 240717B1 Address ID, 19418 Payment ID: 470002 METROPOLITAN C 6 U N C I L Greetings! Please see the determination below. Project Name: Cabana Anna's Project Address: 4165 Shoreline Drive Suite #/Campus: N/A City Name: Spring Park Applicant: David Kalogerson, K2 Construction Date of Determination: 07/17/24 Determination Expiration: 07/17/26 Special Notes: The original letters for this determination were dated May 22, 2024, letter reference 240522138, December 15, 2023, letter reference 231215A5, and August 15, 2023, letter reference 230815A4. The City will be charged SAC as determined below, instead of the units previously assigned. The redetermination is based on revised floor plans. It is the Council's understanding the outdoor seating area located adjacent from the hotel lounge can only be accessed by hotel guests, and not restaurant customers. It is gated and monitored by hotel staff. If that area becomes accessible to restaurant customers, a new determination will be required and SAC will be due. Charge Calculation: Food & drink: 6585 sq. ft. @ 300 sq. ft. / SAC = 21.95 Food & Drink - Outdoor Seating: 1486 sq. ft. @ 1200 sq. ft. / SAC = 1.24 Total Charge: 23.19 Credit Calculation: Yacht Club Office Bldg (SAC 02/95) 23.19 SAC / 36.69 SAC = 63% x 9 SAC = 5.67 Total Credit: 5 k7 Net SAC: 17.52 18 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, email me at: sara.running@metc.state.mn.us Thank you, 5 Q La SAC Program Technician Metropolitan Council Environmental Services 390 Robert Street North. Saint 'Paul, MN 55101-1805 An Equal Opportunity Employer P 651.602,1770 1 F 651.602.1030 1 TTY 651.291.0904 www.metrocouncii.org/SACprogram Jamie Hoffman From: Jamie Hoffman Sent: Thursday, July 18, 2024 9:50 AM To: kelly olsen.global; jorie olsen.global Cc: David Kalogerson; Patria Xiong; Tina@studiomarchitects.net; John Wilson; Lori Johnson; Beth Wilson; Mike Anderson Subject: RE: SAC Updates: Yacht Club (Hotel) and Cabana Anna's, 4165 Shoreline Drive Importance: High Good morning - Permit # 24SP-00025 is ready for payment. Below is the breakdown of fees due: Permit Fee: $12,234.80 — Cabana Anna's SAC Fees: $44,730.00—Cabana Anna's (18 Due) Add 'l SAC Fees: $9,940.00 — Hotel (10 Due - 6 paid on permit #24SP-00019 - 4 remaining) Total Due: $66,904.80 You can bring a check to City Hall when you are ready to pay. Thankyou!! c� lsal� :�fir`i�rart,��J Jamie Hoffman City Clerk City of Spring Park 4349 Warren Ave Spring Park, MN 55384 952.999.7491 (Direct) 952.471.9051 (City Hall) ikhoffman@ci.spring-park.mmus www.d.spring-park.mn.us City Hall Hours are Monday —Thursday, 7:30am — 5:00pm, Friday 7:30am - 11:30am From: kelly olsen.global <kelly@olsen.global> Sent: Wednesday, July 17, 2024 6:20 AM To: Running, Sara <sara.running@metc.state.mn.us> Cc: David Kalogerson <david@k2constructionllc.com>; jorie olsen.global <jorie@olsen.global>; Jamie Hoffman <jkhoffman@ci.spring-park.mn.us>; Patria Xiong <pxiong@ci.spring-park.mn.us>; rina@studiomarchitects.net; John Wilson <JWilson@boelter.com>; Lori Johnson <Ijohnson@wsbeng.com>; Beth Wilson <Beth.wilson@leisurehotel.com> Subject: Re: SAC Updates: Yacht Club (Hotel) and Cabana Anna's, 4165 Shoreline Drive Good Morning Ali, We would like to pick up the restaurant permit today if possible. RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952) 471-9051 24SP-00025 I Repair/Remodel/Atteration (Commercial) Payment Amount: Transaction Method Check Comments Assessed Fee Items $12,234.80 Payer Yachtzee Holdings, LLC SPR ING PARK On La(g 911innetonkg Receipt Number: 330 Cashier Reference Number Marcy Miller #1272 July 25, 2024 Fee items being paid by this payment Assessed Fee Item On Account Code Assessed Amount Paid Balance Due 05/17/24 State Surcharge $500.00 $500.00 $0.00 05/17/24 Commercial Plan Raviaw $4,622.80 $4,622.80 $0.00 05/17/24 Commercial Building Permit $7,112.00 $7,112.00 $0.00 TOWS. $12,234.80 $12,234.80 Previous Payments $0.00 Remaining Balance Due $0.00 Application Info Property Address Property Owner Property Owner Address Valuation 4165 SHORELINE DRIVE Yachtzee Holdings, LLC - Kelly 3066 Island View Drive $1,000,000.00 SPRING PARK, MN 55384 Olsen Mound, MN 55364 Description of Work Build -out of a 7,500 SF restaurant in an existing 24,000 building.