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Roanoke City Public Schools Patrick Henry High School Stadium – New Field House

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Roanoke City Public Schools Patrick Henry High School Stadium – New Field House Roanoke City Public Schools Patrick Henry High School Stadium – New Field House Invitation For Bid #3033 Addendum No. 3 Date: October 28, 2020 Architect: Interactive Design Group To: All Bidders of Record This addendum forms a part of and modifies the bidding requirements and proposed contract documents for the subject project, dated September 30, 2020. Receipt of this Addendum shall be acknowledged in the space provided on the Bid Form. Failure to do so may subject a bidder to disqualification. Invitation for Bid #3033: 1. Section VIII, Paragraph 17: Change the word “contractor” to “architect”. 2. Section VIII, Paragraph 18: In the first sentence, change the word “contractor” to “architect”. Drawings: 1. Sheet G-001 – Cover Sheet: Note added Zoning Information. 2. Sheet A-101 - First Floor Plan: Note revised door swing for Door 115. 3. Sheet A-103 – Roof Plan: Note that fan EF-2 has been moved inside of the roof screen and that the roof screen heights have changed per revised Roof Note R9. The extent of the roof screen and the walkway pads have been clarified. 4. Sheet P-102 – Partial First Floor Plan, Area - Sanitary: Note floor drain added in Men’s Toilet 102. 5. Sheet E-401 – Panel Schedule, One-Line Diagram: Note the added One-Line Plan Note 4. Specifications: 1. Section 01 10 10 – Summary of Work: In Paragraph 1.7, A: a. Delete the words “as defined in the Prime Contract Bid Package Descriptions.” b. Add “The estimated cost of the Building Permit is $10,135.80, based on an estimated cost of $2,900,000.00. The Contractor is responsible for paying the final cost of the permit.” Attachments: Add the following revised drawings with revision date October 23, 2020 in lieu of the originally issued drawings sheets. 1. Sheet G-001 – Cover Sheet 2. Sheet A-101 - First Floor Plan 3. Sheet A-103 – Roof Plan 4. Sheet P-102 – Partial First Floor Plan, Area - Sanitary 5. Sheet E-401 – Panel Schedule, One-Line Diagram End of Addendum #3 GENERAL CONSTRUCTION NOTES 1. SEE G-002 FOR GENERAL CONSTRUCTION NOTES. NOTES LEGEND A - MISCELLANEOUS G - DOORS / GLAZINGS P - PLUMBING A-202 C - CIVIL K - FURNITURE / FINISHES R- ROOF 1 130' - 0" 1' - 2" 8' - 0" 46' - 8 3/8" 36' - 7 5/8" 46' - 8" 12' - 0" 1' - 2" E - ELECTRICAL L - LIFE SAFETY S - STRUCTURAL 8' - 8" 3' - 8" 2' - 8" 3' - 8" 28' - 0 3/8" 7' - 0 5/8" 3' - 0 3/4"6' - 4 1/4" 3' - 8" 6' - 4" 3' - 0 3/4" 7' - 1 1/4" 28' - 0" 3' - 8" 2' - 8" 3' - 8" 8' - 8" F - FLOORS / CEILINGS M - MECHANICAL W - WALLS M.O. M.O. MEN'S LVR M.O. LVR SOCCER WOMEN'S M.O. M.O. FLOOR PLAN NOTES TOILETS/ 1 2 STORAGE 3 TOILETS / A-401 W1 G3 S3 TYP SHOWERS A-401 M1 G3 M1 A-401 SHOWERS A1. TYPE S-A SIGN. SEE A-602 SHEET. 107 INTERACTIVE DESIGN GROUP 4' - 0" 4' - 0" 102 8" 109 A2. 7' - 0" HIGH VINYL COATED CHAIN FENCE WITH TWO 4' - 0" WIDE GATES UNDER STAIR LANDING. VERIFY HEIGHT. 301 6TH STREET SW ROANOKE, VA 24016 M12 103A W.H. F1. OUTLINE OF BALCONY ABOVE. P. 540.342.7534 F. 540.342.7536 K1 K1 8' - 0" 8' - 0" 103A 5 M6 DN RAMP F2. 6' - 0" X 1' 6" X 12" DEEP SUMP WITH EXPANDED MESH COVER. 5' - 6 3/8" 2' - 4" 9' - 6 5/8" A-501 M6 1' - 10" 1' - DATA 8' - 0" FD W2 LTH OF FD FOOTBALL M6 A V G1. FOLDING SECURITY GATE. SEE SPECIFICATIONS. E I 101.1 103B 108.2 W R 5 5/8" N STORAGE 103 B 107 G A1 103.1 O I G1 - 7/8" 26' 9 A1 G2. ACCORDION PARTITION. SEE SPECIFICATIONS. FD G1 FD M N 4' - 8" 4' - 8" SG1 SG4 ELEC M I A2 - 1/4" 27' 2 103 F2 106 O A 3' - 8 1/4" G3. 8" X 8" X 4" GLASS MASONRY BLOCK AT OPENINGS. PROVIDE HOLLOW METAL 104.1 C 106 FRAME. RICHARD A. RIFE EWC M6 D. D. W. W. 2' - 4" No. 005477 3 10" 2' - EWC ICE G4. HOLLOW METAL FRAME INTERIOR WINDOW F2. S1 1' - 8" SEPTEMBER . 30 . 2020 A-501 11 5/8" 28' - 8" 10" 14' - 1" 1' - 8" 14' - 9" 19' - 8 3/8" 4' - 6" 8' - 4" 9' - 8" 25' - 2" - 3/8" 11' 5 20' - 3/8" 20' 0 105 A2 K1. ATHLETIC LOCKERS ( 2' DEEP X 6' HIGH) WITH 4" HIGH CONCRETE LOCKER BASE. FD FD S1 FD A CORRIDOR LACROSSE SEE ELEVATION 3 & SECTION 4 ON SHEET A-301. RCHITECT JAN LAUNDRY CORRIDOR M8 M4 STORAGE M4 M8 M8 100 1 115 104 116 L1. 1 1/2" DIAMETER GALVANIZED PIPE HANDRAIL ATTACHED TO WALL MOUNT 34" M8 16' - 1/4" 16' 7 105 20' - 20' 8" 20' - 20' 8" ABOVE RAMP. M8 48' - 48' 0" S1 G2 4' - 8 1/8" - 0". 48' EWC 115 116 EWC 104.3 104.2 103.2 JV L2. 1 1/2" DIAMETER GALVANIZED PIPE HANDRAIL WITH VERTICAL AT 5' - 0" O.C. MAX. S1 4 AND HORIZONTAL RAILS AT 17" AND 34" ABOVE RAMP OR STEPS. W2 VARSITY 101.3 100A CORRIDOR 108.4 FOOTBALL M6 G2 A-501 FOOTBALL SG2 G1 SG3 8' - 7" S1 UP A-202 32 3' - 3" G1 100A 4' - 0" 108 W2 M1. MECHANICAL LOUVERS. SEE MECHANICAL DRAWINGS. UP 4' - 0 1/2" 101 4' - 8 1/8" S1 2' - 10" 2' - 2' - 10" 2' - M2. 16" W X 12" HIGH LOUVER - SEE MECHANICAL PLANS. G4 FD 75' - 0 13/16" FD 24' - 8 5/8" 110.1 114.1 112.1 8 5/8" 28' - 9 3/8" 112.2 8 5/8" 432- A-201- S1. 6" X 6" x 1/4" TS COLUMN. SEE STRUCTURAL DRAWINGS. COL 2' - 9" COL M6 COL COL FD M6 FD 4' - 8" A1 111.2 111.1 G4 A1 101.2 COACHES 113 TRAINER M6 COACHES 108.1 M6 S2. 4 x 4 x 1/4 T.S. COLUMN @ LANDING ABOVE. SEE STRUCTURAL DRAWINGS. 114 112 110 11" 1' - W2 - 3/8" 15' 6 M6 K1 TOILET 5 A-301 TOILET M6 S3. CONTROL JOINT. SEE DETAIL 3, SHEET A-201 & BUILDING ELEVATIONS . 1' - 10" 1' - 1' - 10" 1' - 15' - 3/8" 15' 6 K1 - 3/4" 20' 9 11 5/8" 28' - 8" 20' - 4 3/8" 113 9' - 0" 17' - 0" A1 8' - 6" 111 20' - 4" 25' - 2" S4. CONCRETE RETAINING WALL. SEE STRUCTURAL DRAWINGS. 10' - 10' 0" 10' - 10' 0" S5. 4" REINFORCED CONCRETE SLAB ON 4" COMPACTED PORUS STONE FILL. 112.3 W1. 12'' PAINTED SPLIT FACE CMU W/ FOAMED-IN-PLACE INSULATION. W2. 8" SPLIT FACE CMU. 4' - 0" 4' - 0" 11 5/8" 4 5 W1 G3 M2 11 5/8" F1 A-401 A-401 3' - 0" 3' - 0" 10' - 0" 3' - 8" 2' - 8" 3' - 8" 10' - 0" 3' - 8" 2' - 8" 3' - 8" 23' - 4" 3' - 4" 23' - 4" 3' - 8" 2' - 8" 3' - 8" 10' - 0" 3' - 8" 2' - 8" 3' - 8" 10' - 0" M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. 12 NO. REVISIONS DATE 1 1 CITY REVIEW 10.23.20 A-201 A-301 FIRST LEVEL FLOOR PLAN 1/8" = 1'-0" +39.9 +41.0 +41.0 4' - 0" L1 +41.0 DN L2 3' - 0" +40.5 L1 8' - 0" +40.0 RAMP DOWNRAMP DOWNRAMP 4' - 0" 1' - 0" NEW FACILITY FOR ROANOKE CITY +40.0 L1 PUBLIC SCHOOLS FD 4' - 8" +39.95 EL. +40.00 EL.+40.0 +39.59 S5 +40.0 S5 PATRICK HENRY S4 HIGH SCHOOL FD FD +39.6 FIELDHOUSE 20' - 20' 8" 2102 GRANDIN RD SW UP ROANOKE, VA 24015 8' - 0" 4' - 0" +39.95 EL. +40.00 EL.+40.0 +39.59 +40.0 FD 4' - 8" S4 DATE SEPTEMBER . 30 . 2020 DRAWN AS S4 CHECKED DS/ RAR 10' - 10' 0" 12' - 12' 6" +39.4 JOB 19-059 +39.4 FLOOR PLAN LEGEND 4' - 0" 4' - 0" +39.3 INDICATES EXISTING WALL CONSTRUCTION +39.3 S5 INDICATES NEW WALL CONSTRUCTION FIRST LEVEL 14' - 14' 0" FLOOR PLAN S5 +37.0 90 DEG. SWING 45 DEG. SWING INDICATES INDICATES NEW DOOR EXISTING DOOR +37.0 SHEET NORTH AREAWAY DETAIL PLAN SOUTH AREAWAY DETAIL PLAN GRAPHIC SCALE: 1/8" = 1' - 0" 1/8" = 1'-0" 1/8" = 1'-0" 0 8' 16' 24' 32' A-101 10/23/2020 9:27:03AM GENERAL INT. ELEV. & CASEWORK NOTES 1. CASEWORK TO MEET A.W.I. STANDARD FOR CUSTOM AND COMMERCIAL CASEWORK. NOTES LEGEND A - MISCELLANEOUS G - DOORS / GLAZINGS P - PLUMBING C - CIVIL K - FURNITURE / FINISHES R- ROOF E - ELECTRICAL L - LIFE SAFETY S - STRUCTURAL F - FLOORS / CEILINGS M - MECHANICAL W - WALLS INTERIOR ELEV. & CASEWORK NOTES INTERACTIVE DESIGN GROUP M1. RT-1, SEE MECHANICAL DRAWINGS. UNIT WITH CURB IS 6' - 3" HIGH. 1 301 6TH STREET SW ROANOKE, VA 24016 M2. RT-2, SEE MECHANICAL DRAWINGS. UNIT WITH CURB IS 6' - 2" HIGH. P. 540.342.7534 F. 540.342.7536 M3. HP-1, SEE MECHANICAL DRAWINGS. UNIT IS 4' - 3" HIGH. TH OF M4. HP-2, SEE MECHANICAL DRAWINGS. UNIT IS 4' - 3" HIGH. AL V E I W R A-202 N G M5. EF-2, SEE MECHANICAL DRAWINGS. O I M N M I O 1 M6. DASHED LINES INDICATES MAINTENANCE CLEARANCE FOR ROOFTOP A MECHANICAL EQUIPMENT.
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