Loading...
HomeMy WebLinkAboutWoodruff Construction CO #4 FY23 Gates Park Improvements, Cont. No. 1076 - 12.4.2.2023CHANGE ORDER NO. 4 Owner City of Waterloo Project Gates Park Improvements Project Date: 11/17/2023 Owner's Contract No. 1076 Date of Contact Start 5/30/2023 Contractor: Woodruff Construction Contract Amount: $ 9,362,172.81 You are directed to make the following changes in the Contract Documents. Description: 132 Type SA Site Light Fixtures (Parking Lots) 133 Type SB Site Light Fixtures (Walkways) 134 Basketball Court Lighting System and Controls 137 Picnic Shelter Lighting and Power 139 Network Connection 143 Splash Pad Construction 4-1 SCH40 - Conduit Deduct 4-2 Splash Pad Building Drainage Pit TOTAL ADDITIONS (4,790.00) /EA x (5,172.00) /EA x 13,852.00 /LS x (462.50) /EA x (3,920.00) /LS x (12,201.80) /LS x (16,010.00) /LS x 11,306.00 /LS x 12 EA $ 34 EA $ 1 LS $ 2 EA $ 1 LS $ 1 LS $ 1 LS $ 1 LS $ (57,480.00) (175,848.00) 13,852.00 (925.00) (3,920.00) (12,201.80) (16,010.00) 11,306.00 $ (241,226.80) Reason for Change Order 132 Alternative product with a reduced cost. 133 Change to Holophane fixtures. Removed GFI receptacles. Changed lighting controls from Timeclock control to Integral Photocell control. 134 Added security lighting to the two southern Musco poles for security lighting when Musco poles aren't active. 137 Revised picnic shelters lighting and outlet layout. 139 Change to smaller, lighter duty handholes. Change to twelve strand fiber (six to each building). 143 The Owner approved the Contractor deduct for the non-compliance material incorporated into the splash pad subbase. 4-1 Replace SCH80 PVC conduit with SCH40 or HDPE duct 4-2 Added drainage pit in the mechanical room of the splash pad building CONTRACT PRICE Original: Previous C.O.s (ADD/DEDUCT) This C.O. (ADD/DEDUCT) Contract Price with all approved Change Orders: 9,362,172.81 (161,420.77) (241,226.80) $ 8,959,525.24 Original Working Days Revised Working Days: CONTRACT TIME To Substantial Completion 2401 To Final Completion 2401 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: BY: Otte/Ztl/Z Owner (Authoriz ACCEPTED: BY: 12/4/2023 Date 11/17/23 Date 11/17/23 AECOM - Date AECOM 60672429 4 Project No. C.O. No. WOODRUFF CONSTRUCTION 100% Employee Owned 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319] 233-3349 Fax: [319] 233-3369 6/27/2023 Updated: 9/12/2023 Updated: 9/22/2023 Michelle Sweeney AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #001.2 - Electrical VE Items Dear Ms. Sweeney, Per your direction from the VE meeting discussion on 5/30/23, our discussion with K&W Electric on 6/7/23, and follow up direction from MODUS email on we are proposing the following for electrical VE Items: • Bid Item #132 Type SA Fixtures - DEDUCT $4,790.00 per fixture (QTY. 12) = ($57,480.00) Approved: MK 8/25/23 • Bid Item #133 Type SB Fixtures - • Option 1: Use 14' Lumec Fixtures - DEDUCT $2,415.00 per fixture (QTY. 34) = ($82,110.00) • Option 1 B: Use 14' Lumec Fixtures w/o GFI or plant holders to better compare Holophane model - DEDUCT $4,025.00 per fixture (QTY. 34) = ($136,850.00) • Option 2: Use 14' Holophane Fixtures - DEDUCT $4,922.00 per fixture (QTY. 34) = ($167,348.00) • Bid Item #133 Type SB Fixtures - DEDUCT lighting controls in SB Fixtures = ($8,500.00) Approved: DJ 8/24/23 • Bid Item #134 Basketball Court Push button control Musco does not recommend eliminating push button control as it is thought to causc morc damagc by not allowing pcople the ability to turn on and off the lights. No credit given at this timc Add security lighting to the two southern Musco poles for security lighting at night when the Musco poles aren't active = $13,852.00 • Bid Item #136 Electrical Power Pedestal DEDUCT Pedoc pedestal and install quad GFCI - ($1,265.00) Not Accepted: MK 8/25/23 • Bid Item #137 Picnic Shelter Lighting and Power Will nook tayo ton „ tle s any lighting t„ finaflzo rici.,g Per updated layout drawing = ($925.00) • Bid Item #139 Network Connections - DEDUCT for smaller, lighter duty handholes = ($2,970.00) DEDUCT for 12 strand fiber (6 to each building) as confirmed with Chris Youngblut with the city = ($950.00) • Bid Item #142 Cameras and Camera Poles - Need spec on camera pole for further clarification on costs Need to know which poles have been selected before pricing (Holophane or Lumec) ($12, 000) • Will need to confirm controls of new fixture before finalizing pricing Not Accepted: MK 8/25/23 • Voluntarly VE Item — Replace SCH 80 pvc conduit with SCH 40 or HDPE duct = ($16,010.00) Approved: MK 8/25/23 Our total price to perform the subject changed work will vary depending on options selected and additional information needed. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT STANDING PRE -FINISHED FACIA SEAM METAL TO MATCH DARK ROOF BRONZE ANODIZED • COLUMN WITH HIGH OPERFORMANCE FINISH PICNIC SHELTER - SIDE ELEVATION 1/4" =1'-0" STANDING SEAM METAL ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED WOOD LOOK METAL SOFFIT FIRST FLOOR I1 COLUMN WITH HIGH PERFORMANCE FINISH PICNIC SHELTER - FRONT ELEVATION 1/4" = 1'-0" COLUMN WITH HIGH PERFORMANCE FINISH STANDING SEAM METAL ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED PICNIC SHELTER - REAR ELEVATION 1/4" = 1'-0" 0'-0" FIRST FLOOR 0'-0" FIRST FLOOR I1 0'-0" SECTION - TYPICAL 1/2" = 1'-0" PREMANUFACTURED PICNIC STRUCTURE ROOF Aik 13'-0" CONCRETE SLAB - REFER TO STRUCTURAL VAPOR RETARDER, TURN UP AT SLAB EDGE ATTACH COLUMN TO FOUNDATION PIER. VERIFY W/ MANUFACTURER INSTRUCTIONS. 1/2" EXPANSION MATERIAL CONCRETE PAVING - REFER TO STRUCTURAL & CIVIL FIRST FLOOR 0'-0" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CAST -IN -PLACE CONCRETE FOOTING - REFER TO STRUCTURAL r i SEE SITE PLANS FOR CIRCUITING. .ALL DEVICES SERVING PICNIC SHELTER SHALL BE SURFACE MOUNTED AND FED WITH SURFACE MOUNTED CONDUIT. 1" CONDUIT STUBBED UP TIGHT TO COLUMN. L 3'-3" t (2) DEDICATED DUPLEXES IN A DUAL GANG BOX FA 13'-6" 3'-3" M M 20'-0" PICNIC SHELTER - FLOOR PLAN 1/4" =1'-0" KEYNOTES DESCRIPTION 01 STRUCTURAL COLUMN, FINISHED WITH HIGH PERFORMANCE PAINT. 09 ROOF OVERHANG ABOVE 11 CAST -IN- PLACE CONCRETE FOOTING - REFER TO STRUCTURAL. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title PICNIC SHELTER DETAILS Category Sheet A4.20 City of Waterloo Contract No. 1076 WOODRUFF CONSTRUCTION, LLC AMES FORT DODGE ICWA CITY 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax (319) 233-3369 10-10-23 Michelle Sweeney AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #6 — Sub Base Deduct Dear Ms. Sweeney: Per our conversation at Owner's Meeting today we are proposing the following: • A deduct of $12,201.80 is being issued for the acceptance of the already placed sub base. This cost is based off of the estimate from Lodge Construction. We obtained this quote when we were getting pricing to replace. All parties agree there is no extended warranty and/ or maintenance bond. Your written approval is required by (10-13-23). Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, LLC. (PROJECT MANAGER NAME) Project Manager cc: File J_ er Approval / 10-10-23 / Date Architect Approval / Date MN Lodge Construction Inc. Address Reply To: Email: john@lodgeconstructioninc.com P.O. Box 459 Phone Cell: 319-290-5767 Clarksville, IA 50619 Fax: 319-296-2144 10/10/2023 Re: Waterloo Gates Park Owner: City Of Waterloo General Contractor: Woodruff Construction Sub -Contractor: Lodge Construction Inc Project Number: 1076 Lodge Construction can offer the following deduct. Concrete sand under pool. Concrete sand is estimated at 722 tons. Material cost $12.25/Ton = $8,844.50 Trucking cost $4.65/Ton = $3,357.30 Total Deduct = $12,201.80 Sincerely John Senn WOODRUFF CONSTRUCTION, LLC AMES I FORT DODGE' IOWA CITY 1717 Falls Avenue 'Waterloo, IA 50701 Ph: (319) 233-3349 Fax (319) 233-3369 11-10-2023 Michelle Sweeney AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #8 — Drainage Pit Dear Ms. Sweeney: Per RFI#8 Waterline / manifold we are proposing the following: • Relocate splash pad supply line manifolds to anchor on west wall of pump room • Add 6' x 4' concrete drainage pit directly below manifold • Add (30) ea. ball valves in drainage pit to aid in draining splash pad water lines • Add drain to pit to discharge water into surge tank • Add 1-4000 DURAGRID fiberglass grating to cover drainage pit Concrete drainage pit (Labor) = $ 4,320.00 Concrete drainage pit (Material) = $ 861.00 Addition valving = $ 2,750.00 Drain to surge tank = $ 1,176.00 Fiberglass Grating (Labor) = $ 280.00 Fiberglass Grating (Material) = $ 891.00 GC Markup (10%) = $ 1,028.00 Total = $11,306.00 Your written approval is required by (11-15-23) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. NM Sincerely, WOODRUFF CONSTRUCTION, LLC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date MN Woodruff Construction 1717 Falls Avenue Waterloo, Iowa 50701 P:+13192333349 Status Open Project: 23-062 Gates Park Waterloo 820 E. Donald Street Waterloo, Iowa 50703 RFI #8: Waterline/manifold Winterization To Pamela Braaksma (Water Technologies) Josh Manry (Water Technologies) Brett VanZee (Invision Planning Architecture Interiors) David Jordan (MODUS) Sean Davies (Invision Planning Architecture Interiors) Tiffany Swayzer (MODUS) Jake Connor (MODUS) From Ryan Fischer (WOODRUFF CONSTRUCTION, INC) Iowa Date Initiated Sep 12, 2023 Due Date Sep 15, 2023 Location Splashpad Building Project Stage Course of Construction Cost Impact Yes (Unknown) Schedule Impact TBD Spec Section 13 11 46 - Pool Equipment Cost Code Drawing Number Reference Linked Drawings Received From Copies To Ryan Fischer (WOODRUFF CONSTRUCTION, INC), Logan Roberts (Select Design Build Construction), Matt Ruzicka (Select Design Build Construction) Activity Question All Replies Question from Ryan Fischer WOODRUFF CONSTRUCTION, INC on Tuesday, Sep 12, 2023 at 08:56 AM CDT Activity supply lines to waterplay features will require a drainage pit approx. -3' from finish floor to drain the lines and manifolds. Please provide details. Awaiting an Official Response Response from Jake Connor MODUS on Tuesday, Sep 12, 2023 at 10:51 AM CDT Please add WTI to the assignee list. Direction needs to come from WTI first before Modus can address any plumbing requirements. WTI Response: 6'L x 4'W Provide a concrete sump with inside dimensions of 7'L .. G'W x 3'D. Run 4" drain line from bottom of sump to balance tank link seal penetration with a 4" valve installed inside of the balance tank. Install drainage valves at supply line elbows for winterization. Provide FRP grating at top of sump. See attached markups and reference document. -Josh Manry WTI 2023.09.20 Woodruff Construction Page 1 of 1 Printed On: Sep 12, 2023 03:51 PM CDT This drain pipe should slope to the surge tank but NOT have the "u-shape" loop in it, that is currently showrin this detail. 2" CRUSHED STONE SLOPE TO BALANCE TANK UNDISTURBED/COMPACTED SOIL 4" (102mm) TYP DRAIN WITH STRAINER TO DRAINAGE SYSTEM. LOCATE P-TRAP BELOW FROST LINE TO PREVENT FREEZING. (BY OTHERS) (52) THREADED 1/2 INCH STUDS DRAIN CONNECTION AND FITTINGS (BY OTHERS) DRAIN PIT WITH ACCESS GRATE (BY OTHERS) SEE CONSTRUCTION DOCUMENTS FOR LINE RUN LENGTH TO ENSURE PROPER DRAINAGE FOR REFERENCE ONLY DETAIL A TO WATERPLAY FEATURES (BY OTHERS) 1-2% SLOPE DOWN FROM SPLASH PAD TO LOW POINT DRAIN LOW POINT DRAIN USE IN CONJUNCTION WITH SHEET NO INATERPLAY RODAK 805 CROWLEY AVE. KELOWNA, BC CANADA, VIY7G6 P. 250-979-7205 F: 250-979-7215 THIRD ANGLE PROJECTION DWG ID: REV: SIZE: SCALE: SHEET: 0010-2622 B B NTS OF: 3 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH SPLASH PAD BUILDING FOUNDATION PLAN 1/4" = 1'-0" - REFERENCE TYPICAL FOUNDATION DETAILS ON SHEET S501 9 0 co 3 7/8" /,, Jr (2) (4) (5) 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" 'I 4'-8" 4'-9 3/8" -3'-0" 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 4'-9 3/8" 4'-9 3/8" 3 7/8" 8" CONC WALL REINF WI #5@16" VERT & #5@18" OC HOR M 0 9 M O 9 N 9 oo M 9 9 N r- O 4'-0" 4'-0" 4'-0" -3'-0" -8'-0" 2'-0"X1'-0" CONT FTG ' EINF WI 2-#5 CONT BOT & •4 @ 18" OC TRANS C2 r L- B2 S5.01 1 STEP FG -3'-0" TYP AT ALL INT FTGS A4 STEM FTG S5.01 7 13'-4" PROVIDE #4X1'-0" EPDXY DWLS @ 12" OC FROM SLAB TO PIT WALL (4"EMBED) \ — TYP @ STOOP S5.01 -3'-0" 4'-0" I iI I �I STEP FTG 4'-0" 12" THICK W/ #5 @ 12" WAY TOP& (TOC = -8'- 8" CONC FDN WALL W/#4@12"OCEW 12" THICK CONC SLAB W/ #5@12"OCEWTOP& BOT (TOC=-3'-0") 6" 1 1 1 1 1 J -3'-0" Li -8'-0" L- 8" CONC FDN WALL BELOW TOW EL = -0'-8" REINF W/ #4 @ 12"OCHOR &#4@16"VERT - TYP AT ALL INT WALLS 7 I — — 1'-4"X1'-0" CONC FTG W/ 2-#5 CONT - TYP AT ALL INT WALLS ' CONC SLAB ON RADE OVER 2'-7" FEE -DRAINING GR�NULAR FILL - TYP 5'-1 3/8" 9't 11 " 7 4'-0" 0-8"X3'-6" CONC FTG WALL W/#4@12"OCEAWAY -3'-0" 9 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 4'-0" 4'-0" ONC SLAB OC A \ r BOT� J — 7 11 11 11 11 11 11 11 11 11 I� 4'-0" 9 bo 9 9 9 9 0 N 9 8" CONC ALL REINF W/ #5@ 16" VERT #5@18" OC HOR 2'-0"X1'-0" CONT FTG REINF WI 2-#5 CONT BOT & #4 @ 18 OC TRANS -3'-0" S5.01 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 RFI 8 Date 9/14/2023 10/24/2023 Description CHANGE ORDER 5 RFI 8 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title SPLASH PAD BUILDING FLOOR PLAN Category Sheet s1.10 City of Waterloo Contract No. 1076 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS O 1— } 0 • PROVIDE DURAGRID PANEL CLIP HOLDOWN @ 2'-0" O.C. 1-4000 1-1/2" DURAGRID GRATING PROVIDE SIMPSON DROP IN ANCHOR TO RECEIVE GRATING CLIP FASTENER CONC MAT FTG- SEE PLAN FOR SIZE & REINF CONC SLAB - SEE PLAN EL -SEE PLAN 5 #4 CONT #4 DOWELS © 2'-0" OC THUS: 2'-0" 2'-0" CONC FDN WALL - SEE PLAN FOR SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. (c,. SUMP PIT DETAIL 3/4" = 1'-0" C2 • GROUT CELLS SOLID @ SUMP PIT 3/8" CHAMFER,\ \\//\// / CMU WALL - SEE PLAN FOR SIZE & REINF PROVIDE DURAGRID PANEL CLIP HOLDDOWN @ 2'-0" OC 1-4000 1-1/2" DURAGRID GRATING EL -SEE PLAN Aljor L3X3X1/4 CONT - W/ 1/2" HILTI KWIK HUS-EZ BOLT @ 2'-0" OC OR EQUIVALENT MASONRY DWLS TO MATCH VERT REINF 8" CONC FDN WALL W/ #5 @ 12" OC SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. SUMP PIT DETAIL B1 w w 3/8" CHAMFER as CMU WALL - SEE PLAN FOR SIZE & REINF MASONRY DWLS TO MATCH VERT REINF 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN i EL -SEE PLAN 8" CONC FDN WALL W/ #5 © 12" OC SEE PLAN FOR FTG SIZE & REINF 4 EL -SEE PLAN Atir 1,"-4 -arm edz • •• WALL & SLAB @ FDN 3/4" = 1'-0" GRID 2X6 BLOCKING BETWEEN EA TRUSS 8" BOND BEAM WITH #5 CONT WOOD DECKING & SHEATHING - SEE PLAN PRE-ENGINEERED WOOD TRUSS - SEE PLAN HOLDDOWN @ EA TRUSS 2X4 BOT PL CMU WALL - SEE PLAN FOR SIZE & REINF TYP TRUSS BEARING @ CMU WALL 1" = 1'-0" FACIA - SEE ARCH 1/4" CAP PLATE GRIND SMOOTH GRID SEE PLAN STL BEAM - SEE PLAN 1/4" BOT PL CONT 1/4 i 1/4 3/8" CAP PLATE B2 TAPERED EXTERIOR BEAM CONN A2 1" = 1'-0" SEE ARCH 2X4 CONT BOT PL Q_EL-SEE ARCH 8" BOND BEAM WITH #5 CONT GRID WOOD DECKING & SHEATHING - SEE PLAN SEE PLAN PRE-ENGINEERED WOOD TRUSS - SEE PLAN — 2X4 BLCKG BETWEEN EA TRUSS HILTI 1/2" DIA HUS SCREW © 48" O.C. OR EQUIVALENT CMU WALL - SEE PLAN FOR SIZE & REINF TYP TRUSS BEARING @ CMU WALL WOOD DECKING & SHEATHING - SEE PLAN EL -SEE PLAN 1/4 STL COL - SEE PLAN 1" = 1'-0" SEE ARCH 2X6 CONT 2X6 BLOCKING BETWEEN EA TRUSS 2'-5 7/8" HEEL 2x4 NAILER W/ 1/2" O BOLTS @ 24" OC- STAGGERED FACIA - SEE ARCH QIEL-SEE ARCH GRID WOOD DECKING & SHEATHING - SEE PLAN PRE-ENGINEERED WOOD TRUSS - SEE PLAN HOLDDOWN @ EA TRUSS SLOPED DECK OVERHANG 1" = 1'-0" 1/4" CAP PLATE GRIND SMOOTH/ (64 1" = 1'-0" SEE PLAN GRID STL BEAM - SEE PLAN 1/4" BOT PL CONT 3/8" CAP PLATE iEL-SEE ARCH 8" BOND BEAM WITH #5 CONT CMU WALL - SEE PLAN FOR SIZE & REINF WOOD DECKING & SHEATHING - SEE PLAN EL -SEE PLAN STL COL - SEE PLAN TAPERED EXTERIOR BEAM CONN FACIA - SEE ARCH STL BEAM - SEE PLAN WOOD DECKING AND SHEATHING - SEE PLAN 1/4" CAP PLATE GRIND SMOOTH/ A4� EXTERIOR BEAM CONN 1" = 1'-0" 1/4" BOT PL CONT EL -VARIES THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 5 CO 6 9/14/2023 CHANGE ORDER 5 10/9/2023 CHANGE ORDER 6 RFI 8 10/24/2023 RFI 8 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL DETAILS Category Sheet 55.04 City of Waterloo Contract No. 1076