ADDENDUM NUMBER TWO Griswold CSD - School … - Addendum Number Tw… · ADDENDUM NUMBER TWO...

ADDENDUM NUMBER TWO Griswold CSD - School Addition & Renovation Griswold, IA KPE Project 432-002

DATE OF ISSUE: December 18, 2017 DATE OF BID OPENING: December 21, 2017

ADDENDUM NO. TWO of 13

NOTICE THIS ADDENDUM IS ISSUED BY THE ARCHITECT/ENGINEER TO ALL KNOWN INDIVIDUALS, FIRMS OR CORPORATIONS WHO HAVE OBTAINED OR RECEIVED BIDDING DOCUMENTS AND CONTRACT DOCUMENTS FOR THE ABOVE LISTED PROJECT. THIS ADDENDUM SHALL BECOME PART OF THE CONTRACT DOCUMENTS AS A REVISION TO THE ORIGINAL DOCUMENTS.

ISSUED TO: ALL PLAN HOLDERS OF RECORD This addendum is issued to modify, supplement and/or clarify the original Bidding Documents and shall be considered supplemental thereto. Each Bidder shall indicate consideration of the Addendum by completion of the appropriate blank space on the Bid Form, and, shall be responsible for advising prospective suppliers and sub-contractors. ACCEPTABLE MANUFACTURERS/PRODUCTS: In addition to the specified items, the following manufacturers are acceptable for bidding purposes only. This is not an approval of specific items. Proposed items must meet or exceed all aspects of the specified items. It shall be the manufacturer’s responsibility to provide equivalent products for the specified products. Review of suitability of substituted products shall be done through substitution requests. Additional engineering or design required for substituted products shall be at the contractor’s expense. Section 075323 – Standing-Seam Metal Roof Panels

a) Firestone Building Products i. Una-Clad – UC 14 ii. Clad-Gard – R Metal Underlayment

Section 075323 - Ethylene Propylene Diene Monomer (EPDM) Roofing

a) Carlisle Syntec Sure Seal Section 092216 – Non-Structural Metal Framing

a) The Formetal Company Section 095100 – Acoustical Ceilings

a) USG i. Translucents Luminous Infill Panels

Section 096766 – Fluid Applied Athletic Flooring

a) Champion Flooring – Monoflex 7 + 2 b) Connor Sports – Elastiplus 7 + 2 c) Action Floor Systems – Herculan MF 7 + 2 d) Horner Sports Flooring – Cushion Court e) Dynamic Sports Construction - Dynaforce

Section 098400 – Acoustical Wall Panels

a) G&S Acoustics i. Acousti-Panels (AP) ii. Wall Sound Diffusers (WD) iii. Ceiling Sound Diffusers (CD)

Section 105113 – Metal Lockers

a) Olympus Lockers and Storage Products – Hercules All Welded b) WEC Metal Lockers – All Welded Plus




Section 126600 – Telescoping Stands

a) Interkal ESM Bleacher Section 224000 – Flushometer Valves

a) Moen Commercial Section 230923 – Direct Digital Control System for HVAC

a) American Auto-Matrix Section 233113 – Metal Ducts

a) Pro_R Section 233423 – HVAC Power Ventilators

a) ThermoTek Section 233713 – Air Diffusers

a) Krueger Section 233723 – HVAC Gravity Ventilators

a) ThermoTek Section 238129 – Variable Refrigerant Flow HVAC Systems

a) Toshiba Section 238216.11 – Hydronic Air Coils

a) Heatcraft Section 238239.19 – Wall and Ceiling Unit Heaters

a) Heatrex

CHANGES TO SPECIFICATIONS: Section

1. Section 000110 – Table of Contents a. Reissue section in its entirety.

2. Section 002113 – Instruction to Bidders, Article 3B & C a. Revise 3B to read ‘Emailed or facsimile bid or modification of same (by same methods)

will NOT be considered.’ b. Revise 3C to read ‘Griswold CSD’ instead of ‘Construction Manager’.

3. Section 004113 – Bid Form a. Reissue section in its entirety.

4. Section 005201 – Supplementary Conditions, Article 9D a. Revise 9D – ‘retain ten (10%)’ to be ‘retains five (5%)’.

5. Section 011213 – Summary of Multiple Contracts a. Revise: 3.5 Masonry Contract (Bid Package C)

i. Add: Provide cleaning/sealing, joint sealants and pointing of masonry or precast as shown on Sheet A203.

ii. Replace 3.5.A.4 with: Section 072100 – Thermal Insulation: Provide foam board insulation behind brick installed by this contract and precast installed by others.

b. Revise: 3.7 General Trades Contract (Bid Package E) i. Add: Section 066400 – Plastic Paneling – Provide this section complete. ii. Add: Provide FRP as indicated in drawings, refer to Sheet A601.




iii. Add: Demolish existing rubber flooring in MS GYM 241 as part of Alternate 1. No

flooring removal work in the MS GYM in base bid. iv. Add: Provide floor leveling as detailed in note added to Sheet A101E in

Addendum 2. c. Revise: 3.9 Glass & Glazing Contract (Bid Package G)

i. Add: Section 087113 – Automatic Door Operators – Provide this section complete.

ii. Add: Section 088300 – Mirrors – Provide this section complete. iii. Add: Remove and replace insulated glass as shown on sheet A203.

d. Revise: 3.16 Athletic Flooring Contract (Bid Package N) i. Add: Section 096466 – Wood Floor Refinishing – Provide this section complete.

6. Section 016000 – Product Requirements, Article 2.3B a. Revise 2.3B – Options or Substitutions will be allowed.

7. Section 061600 – Sheathing, Article 2.5A, B & C.2 and 2.6A a. Delete 2.5A – Plywood Sheathing b. Delete 2.5B – Oriented-Strand-Board Sheathing c. Revise 2.5C.2 – Type and Thickness: 1/2 inch thick d. Revise 2.6A to be Glass-Mat Gypsum Sheathing: ASTM C 1177/1177M – See product

requirements in article 2.5C. 8. Section 066400 – Plastic Paneling

a. Add this section in its entirety. 9. Section 075323 - Ethylene Propylene Diene Monomer (EPDM) Roofing, Article 3.9D.1.b

a. Revise 3.9D.1.b – peak gust wind speed exceeding 72mph 10. Section 084113 – Aluminum Framed Entrances and Storefronts, Article 2.9

a. Revise 2.9 to read: ‘A. Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class I, 0.018 mm or thicker.

b. Delete 2.9A.1 in its entirety. 11. Section 084413 – Glazed Aluminum Curtain Walls, Article 2.1L.1

a. Delete line 2.1L.1 in its entirety. 12. Section 096766 – Fluid Applied Athletic Flooring, Article 2.1C.1.c

a. Revise 2.1C.1.c – Style: Pulastic Classic 90 13. Section 098400 – Acoustical Wall Panels, Article 2.1B.2.c

a. Revise 2.1B.2.c to read Kinetics; Product - Hardside 14. Section 099990 – Color Schedule, Article 2.3.C

a. Revise to read TRANSLUCENT RESIN PANEL SYSTEM (SECTION 060660) in lieu of GLAZING (Section 088000)

15. Section 101400 - Signs a. Reissue section in its entirety

16. Section 102800 – Toilet Accessories, Article 2.4C a. Revise 2.4C to read ‘Warm-Air Dryer: Equal to Bobrick B-3725.

17. Section 116143 – Stage Curtains a. Reissue section in its entirety.

18. Section 122113 – Louver Blinds a. Add the following Section

i. 3.5 Schedule

All new exterior windows at rooms listed below shall receive new louver blinds:

101 – HS Math 103 – HS English 104 – Media Center 144 – IT Coordinator 145D – HS Principal E102 - Reception E104 – Conf./Board Room E108 – 2nd Grade E111 – 2nd Grade E112 – Kindergarten E118 – Pre-K E119 – Pre-K E125 – Pre-K E136 – Kindergarten E137 – 1st Grade




E142 – 1st Grade E148 – Staff Collab. E164 – 3rd Grade E167 – 5th Grade E171 – 5th Grade E173 – 4th Grade E177 – 4th Grade

CHANGES TO ARCHITECTURAL DRAWINGS: Sheet AD101 – COMPOSITE DEMOLITION PLAN

1. Revise Flag Note 25 to read ‘Remove and replace ceiling tile…’ 2. In the following rooms listed below, expand the hatch to include the entire room.

M.S. Science Lab - 201 M.S. Science Classroom – 203 M.S. Social Studies – 204 M.S. / H.S. English – 205 6th English / Spanish – 206 M.S. / H.S. Math – 207 H.S. English – 209 M.S. Reading - 211

Sheet A101 – COMPOSITE FLOOR PLAN

1. Delete Flag Notes in its entirety. Sheet A101A – FLOOR PLAN – AREA ‘A’

1. Delete Flag Notes in its entirety. Sheet A101B – FLOOR PLAN – AREA ‘B’

1. Delete Flag Notes in its entirety. Sheet A101C – FLOOR PLAN – AREA ‘C’

1. Delete Flag Notes in its entirety. 2. Add the following note:

a. Refinish existing wood floor in HS Gym 179. Refer to sheets A121C, A601 and specification section 096466 – Wood Floor Refinishing for more information.

Sheet A101E – FLOOR PLAN – AREA ‘E’

1. Delete Flag Notes in its entirety. 2. Add the following note:

a. Add floor leveling compound (i.e. Ardex or approved equal) at the approximate thick of 1-1/4 inches. Slope the floor down towards door 146.2 down to match the level of the existing floor in Corridor 139. Refer to detail 3/A402 for more information. Add to the following rooms listed below. Hall – 145 Business Manager - 145A Superintendent Assistant – 145B Superintendent – 145C H.S. Principal – 145D Work Room - 146 E.S. Principal – 146A Storage – 146B Toilet – 146C Toilet – 146D

Sheet A121A – FLOOR FINISH PLAN – AREA ‘A’

1. Add the following to the end of Flag Note 2 – ‘CUB-1’. 2. Add the following to the end of Flag Note 3 – ‘CUB-3’.

Sheet A121B – FLOOR FINISH PLAN – AREA ‘B’





Sheet A121C – FLOOR FINISH PLAN – AREA ‘C’


Sheet A121D – FLOOR FINISH PLAN – AREA ‘D’


Sheet A121E – FLOOR FINISH PLAN – AREA ‘E’

1. Add the following note to ‘Casework General Notes’ a. 12. All appliances are general contractor installed.


Sheet A131 – COMPOSTIE REFLECTED CEILING PLAN

1. Delete Flag Notes in its entirety. Sheet A131D – REFLECTED CEILING PLAN – AREA ‘D’

1. In K-5 Music – E182 – Add two (2) 4’x4’ grid installed barrel diffusers to each ceiling cloud for a total of six (6). Coordinate location of diffusers with ceiling mounted curtain track.

Sheet A140 – COMPOSITE ROOF PLAN

1. Revise ‘Roof Assembly – Basis of Design – No. 6 to read 25 year NDL warranty’. 2. Add detail 2/A140 Chain Downspout Detail. 3. Add flag notes on plan.

Sheet A302 – WALL SECTIONS

1. Reissue sheet in its entirety. See clouded areas on drawings which have been revised to extend fluid applied air barrier, insulation and flashing.


1. Reissue sheet in its entirety. See clouded areas on drawings which have been revised to extend fluid applied air barrier, insulation and flashing.


1. Reissue sheet in its entirety. See clouded areas on drawings which have been revised to extend insulation and show typical sealant detail at precast concrete panels.


1. Reissue sheet in its entirety. See clouded areas on drawings which have been revised to extend insulation and show typical sealant detail at precast concrete panels.

Sheet A401 – ENLARGED TOILET PLANS

1. Add a baby changing station to the following rooms. Coordinate location with Architect. Toilet (Pre-K) – E122 – North wall Men – E157 – West wall inside ADA stall Women – E158 – East wall inside ADA stall.

Sheet A404 – ENLARGED PLAN DETAILS

1. Add detail bubbles 8 & 9/A404 at Stage 135.




Sheet A503 – INTERIOR ELEVATIONS

1. Revise note in detail 3,4 & 13/503 to read ‘Com-1, Back Pad – Provide upholstered 2” thick high-density foam pad adhered to 3/4” plywood or mdf. Install pad with concealed fasteners.

Sheet A504 – INTERIOR ELEVATIONS

2. Added: Sketch ASK1 Sheet A602 – DOOR & FRAME SCHEDULE

1. Reissue sheet in its entirety. See clouded area on drawings which have completed schedule for frame types, details, and notes.

Sheet A603 – FRAME ELEVATIONS & DETAILS

1. Reissue sheet in its entirety. See clouded area on drawings which have added head and jamb details for doors at CMU and 2 HR rated wall types.

CHANGES TO STRUCTURAL DRAWINGS: Sheet S001

1. Revised foundation note 3.1 to add “UNO” after net allowable bearing pressure of 2500 psf. 2. Revised foundation note 3.4 to add “Foundation designs at gym storm shelter are based on a net

allowable soil bearing pressure of 4000 psf.

Sheet S002 1. Added note to detail 7/S002 “Rectangular openings less than 144 sq inches or round openings

with diameter less than 12 inches, remove side bars and provide (1) #4 at corners”. Sheet S101D

1. Added control in slab on grade at masonry openings near grid line Z. 2. Added step lines at opening between music and multi-purpose room to match architectural

drawings. 3. Moved masonry opening along grid line Z between grids 4 and 6 to south 8”. Modified related

dimensions. 4. Reversed orientation of details 12/S402 and 14/S402 to match details. 5. Revised base plate and anchor bolt mark for column at intersection of grid 8 and grid BB to be

“BP18” and “AB3”.

Sheet S101E 1. Added base plate detail “BP18” to detail 2/S101E.

Sheet S301A

1. Added dimension to existing wall from new roof top units. 2. Deleted part of flag note 1 for note to joist supplier.

Sheet S301B

1. Added dimension to existing wall from new roof top units. 2. Deleted part of flag note 1 for note to joist supplier.

Sheet S301C

1. Revised BOS EL for W8x10 beam supporting new stage partition to 111’-4”. 2. Added clear span dimension between masonry walls at roof reinforcing in locker room.




Sheet S301D

1. Added MO to masonry opening dimensions along grid line Z. 2. Revised beam W12x14 along grid 8 between X and V.1 to 18K5 steel joist. 3. Revised beams along grids AA and W between grids 16 and 17 from W16x31 to W18x35. 4. Revised joist between grids S and Q and between 4.9 and 9 from 18K4 to 18K5. 5. Add dimension from inside face of stud to grid at beam along grid S between 4.9 and 7. 6. Removed “plan” from flag note 9. 7. Revised load in flag note 10 from 6400# to 14000#. 8. Removed flag at intersection of grid T and 11.6. 9. Added dimension to center line of joist at intersection of grids BB and 16 and also at the

intersection of grid V and 16. 10. Add flag 10 to joist along grid 16 from AA to W, along grid 10 from Y to X and from V to T, along

grid 12 from T to X. Sheet S301E

1. Revised section cut in canopy framing plan detail 2/S301E from 4/605 to 4/S605. 2. Added flag notes 10 and 11 for loading to top chord of steel joist. 3. Revised beam along grid N.9 from grid 20 to 23 from W18x46 to W21X50. 4. Revised beam along grid C from 19 to 23 from W18X40 to W18X46. 5. Revised beam along grid A from 16.9 to 19 from W16x36 to W18x35. 6. Added flag 4 to plan at intersection of grid K and 22. 7. Added flag 10 to joist along grid 22 from C to N.9. 8. Added flag 4 to plan at intersection of grid K and 15. 9. Added flag 11 to joist along grid 15 from N to C.

Sheet S302D

1. Revise joist spacing for 24K4 joist between grids 4.9 and 9 to “7’-9” 2 EQ SPCS” AND “9’-4 1/8” 2 EQ SPCS”.

2. Added flag note 12 “Design joist top chord for wind axial load = 14000#”. 3. Added flag 8 to plan at intersection of grid 7 and M.9. 4. Added flag 8 to plan at intersection of grid 9 and M.9.

Sheet S302E

1. Added flag note 6 “Provide splice at steel joist end seats, ref 11/S002”. 2. Added dimensions from existing to face of metal stud and metal stud width to plan along grid 5

and along grid 7. 3. Revise joist spacing for 24K4 joist between grids 4.9 and 9 to “7’-9” 2 EQ SPCS” AND “9’-4 1/8” 2

EQ SPCS”. 4. Revised beam size along grid M.9 from 5 to 9 from W10x19 to W10x26. 5. Moved flag mark 1 on plan from near beam bearing elevation note to high roof.

Sheet S401

1. Revised note on details 8/S401, 9/S401, and 10/S401 to “Waterproof conn with asphaltic mastic”. Sheet S402

1. Revised detail 10/S402 to match stair condition shown on architectural drawings. 2. Moved overlapping note to show “8 cmu wall” on detail 11/S402. 3. Flipped orientation of precast panel on details 12/S402 and 14/S402. 4. Added a concrete stem wall and raised column bearing elevation on 14/S402. 5. Added note “Top of conc stem wall” to 18/S402.




Sheet S601

1. Revised roof edge angle note to “L5x3x1/4 Cont ref 12/S002 for angle splice conn” to details 1/S601, 4/S601, 5/S601, 10/S601, 11/S601, 12/S601, 13/S601, 14/S601, 16/S601, 20/S601, and 22/S601.

2. Moved L3x3x1/4 angle to deck bearing elevation on detail 3/S601. 3. Added weld note from angle to column on detail 17/S601. 4. Revised detail 22/S601 to show joist bearing at column instead of wide flange beam.

Sheet S602

1. Revised roof edge angle note to “L5x3x1/4 Cont ref 12/S002 for angle splice conn” to details 4/S602, 6/S602, 8/S602, 9/S602, 12/S602, 14/S602, and 16/S602.

2. Added weld note from 3/16” plate to light gauge header at detail 8/S602 and 9/S602. 3. Added note to reference 16/S604 for window connection to light gauge header at details 8/S602,

9/S602, and 10/S602. 4. Added weld note from light gauge header to hss tube nested in deck on detail 10/S602. 5. Revised noted for stud callout to “600S162-43 light guage metal wall studs at 16” oc” at details

15/S602 and 17/S602. Sheet S603

1. Revised roof edge angle note to “L5x3x1/4 Cont ref 12/S002 for angle splice conn” to details 3/S603 and 9/S603.

2. Moved L3x3x1/4 angle to deck bearing elevation on detail 17/S603. Sheet S604

1. Revised roof edge angle note to “L5x3x1/4 Cont ref 12/S002 for angle splice conn” to details 1/S604, 3/S604, 4/S604, 6/S604, 11/S604, and 13/S604.

2. Revised dimension on detail 7/S604. 3. Revised stud and track callouts on details 7/S604, 8/S604, 9/S604, and 10/S604 to 600 instead of

362. 4. Revised detail 11/S604 for clarify sliding side and fixed side of expansion joint. 5. Revised details 14/S604 and 15/S604 to show perpendicular orientation of drag strut. 6. Added connection note for top of window to light gauge header on detail 16/S604. 7. Added weld note from hss tube nested in deck to light gauge header at detail 16/S604. 8. Moved L3x3x1/4 angle to deck bearing elevation on detail 20/S604.

Sheet S605

1. Revised roof edge angle note to “L5x3x1/4 Cont ref 12/S002 for angle splice conn” to details 1/S605, 2/S605, 3/S605, 4/S605, and 8/S605.

2. Revised dimensions on detail 1/S605, 3/S605, and 8/S605. 3. Revised stud and track callouts on details 2/S605 to 600 instead of 362. 4. Added note “Masonry wire ties tack weld to beam web” on detail 7/S605.

Sheet S702

1. Revised brace to HSS5x5x3/8 on details 1/S702, 2/S702 and 5/S702.

CHANGES TO MECHANICAL DRAWINGS: Sheet F101 – FIRE SUPPRESSION PLAN

1. Add general note #9: “Provide inspection door at each fire and smoke damper.”




Sheet P901 – PLUMBING SCHEDULES

2. MS-1 Faucet: Change example to Chicago Faucets 897 series. 3. S-1 Faucet: Change to 5-1/2” gooseneck swing spout. 4. SH-1: Change material to FRP or Acrylic. 5. Revise ASME column in Service Water Heater Schedule to YES.

Sheet M101A – MECHANICAL HVAC PLAN - AREA A

1. Delete general note 6. 2. Add flag note #10 to CO2 sensor and thermostats in Multi-Purpose E179: “Provide wire guards

over thermostats and CO2 sensors in Gym area.” 3. Add flag note #8: “Re-perform test and balance for replaced or relocated equipment and DRGs in

existing areas.” Sheet M101B – MECHANICAL HVAC PLAN - AREA B

1. Delete general note 6. 2. Add thermostat to south wall of Conf 222. 3. Add flag note #8: “Re-perform test and balance for replaced or relocated equipment and DRGs in

existing areas.” Sheet M101C – MECHANICAL HVAC PLAN - AREA C

1. Delete general note 6. 2. Add flag note #9: “Re-perform test and balance for replaced or relocated equipment and DRGs in

existing areas.” Sheet M101D – MECHANICAL HVAC PLAN - AREA D

1. Add flag note #11 to FCU-53: “Provide zoning kit to supply side of fan coil unit. Cap unused outlets.”

2. Delete general note 6. 3. In Multi-Purpose E179, add thermostat on east wall for FCU-24. 4. In Multi-Purpose E179, add thermostat on east wall for FCU-25. 5. Add flag note #12 to CO2 sensor and thermostats in Multi-Purpose E179: “Provide wire guards

over thermostats and CO2 sensors in Multipurpose area.” 6. In Breakout E168, add thermostat to east wall. 7. Add flag note #9: “Re-perform test and balance for replaced or relocated equipment and DRGs in

existing areas.” Sheet M101E – MECHANICAL HVAC PLAN - AREA E

1. Add flag note #5 to FCUs 49&52: “Provide zoning kit to supply side of fan coil unit. Cap unused outlets.”

2. Delete general note 6. 3. Add flag note #8: “Re-perform test and balance for replaced or relocated equipment and DRGs in

existing areas.” 4. In Breakout E132, add thermostat to east wall.

Sheet M101E – MECHANICAL HVAC PLAN - AREA E

1. Details 3,8: Delete existing comments on maximum flexible duct length. Replace with new note for each: “60 inches maximum length of flexible duct.”

Sheet M201A – HYDRONIC PIPING PLAN - AREA A

1. Add general note 5 “HWS & HWR piping shall be schedule 40 steel pipe with threaded or grooved joints. Insulation shall be mineral fiber, preformed pipe, Type 1: 2 inches thick.”




Sheet M201B – HYDRONIC PIPING PLAN - AREA B

1. Add general note 5 “HWS & HWR piping shall be schedule 40 steel pipe with threaded or grooved joints. Insulation shall be mineral fiber, preformed pipe, Type 1: 2 inches thick.”

Sheet M901 – MECHANICAL SCHEDULES

1. Revise HWC-21 total capacity to 357.6 mbh, PD-Air to 0.3, and dimensions to 36” X 42”. QUESTIONS: Q: Access Control: How many credentials will need to be provided? A: 125 – 150. Q: The precast panels are currently designed as 14” overall panel thickness. Is there a reason they are designed at this thickness? Would you consider a 12” panel as a voluntary alternate on the project?

A: The panels were designed at 14” to accommodate the wind loads on the panels, since the space is being designed as a storm shelter. No, a voluntary alternate will not be allowed on this project. Q: Please verify material at wall and parapet sheathing on metal studs. Wall sections note 1/2” gyp sheathing. Spec 061600 indicates plywood or OSB. A: The wall and parapet sheathing on metal studs should be 1/2" gyp. sheathing - typical. Q: Are there wage requirements (Prevailing/Davis Bacon/Union, etc.) on this project? A: No, there are no wage requirements on this project. Q: Stage Curtain – Is this to be the rear/u-shaped track shown in room E182? A: Yes, that is the stage curtain. Q: Is there any theatre equipment in Stage 235? A: No, there will be no theatre equipment added in Stage 235. Q: What should FACS room exhaust duct be made of on M101B? A: FACS room ductwork is not required to be grease duct. Ductwork shall follow duct schedule 3.10 C.1 in Spec section 233113. Q: Is testing, adjusting and balancing required for the existing equipment/existing diffusers? A: Yes. CFMs have been added to existing DRGs requiring test and balance. Q: Thermostats tagged as FCU-1 to FCU-4 are assumed to be furnished with the VRF system. An additional room temperature sensor sends to be indicated in each location for connection to BAS to control the hot water coil reheats. A: Hot water coils for the fan coil units are for backup heat, like the electric duct heaters. They are to be controlled by the VRF signal. Q: VAV-32 is not scheduled, and has no sequence of operation. There is no thermostat. A: VAV-32 in Area C is a re-installation of existing equipment. Restore to existing control scheme and use existing thermostat. Q: Will duct heaters be controlled by the BAS, or the VRS system? The control sequence contradicts the schedule note on M901. A: The duct heaters will be controlled by the VRF system.




Q: Access Control-Section 281300 Specification does not list approved manufacturers for the access control software. Will Paxton Access be approved? A: Yes, subject to project requirements. Q: What specification or type of sound insulation is to be used in cmu walls to meet STC indicated requirements? A: No STC rating is required in cmu walls. Q: Is he flashing at tops of new brick veneer where siding and precast sits on brick wall covered by another scope? A: The thru-wall flashing at the top of new brick veneer where siding sits on brick wall shall be installed by the General Trades Contract. The thru-wall flashing at the top of new brick veneer where precast sits on brick wall shall be installed by the Masonry Contract. Q: Is the Caulking where siding and precast abut the brick also covered by another scope? A: Caulking adjacent to siding and precast shall be installed by the General Trades Contractor. Caulking adjacent to siding and brick shall be installed by the General Trades Contractor. Caulking adjacent to brick and precast shall be installed by the Masonry Contractor. Q: Is caulking in new precast panels covered in another scope A: Caulking between precast panels shall be by the Steel Fabrication and Erection Contract. Q: Building envelope weatherization is cover in masonry scope? A: Cleaning/sealing, joint sealants and pointing in masonry or precast indicated on Sheet A203 shall be performed by the Masonry Contractor. Q: 1.In the spec’s it calls for the general contractor to patch and repair holes, but on Print Page AD101 general note F says it’s on the mechanical or electrical contractor. Please clarify who is responsible? A: Since we have multiple contracts, the mechanical and electrical contractor will be responsible for doing their own patching and repairing of holes. Q: In addendum #1 in spec section 012300-2 under alternates, can you please confirm that new bid form 004113 will be provided to include alternate #6 A: A new bid form has been provided in addendum no. 2 Q: Spec section 230713 does not mention ventilation air. Should the ventilation air be wrapped? A: Ventilation air does not require insulation. Q: Is this needed - Windborne-Debris Impact Resistance: Pass missile-impact and cyclic-pressure tests when tested according to ASTM E 1886 and testing information in ASTM E 1996 for Wind Zone 1? A: Yes Q: Efco is listed in the 084113 Storefront section should they not also be listed in the 084413? A: They could have been listed, but nobody submitted a substitution request. Q: Structural Glazing Sealants - Is this needed I did not see any structural curtain wall looked like it was all captured? A: Only if the manufacturer requires it. Q: Tempered mirrors are not NORMAL, they usually have distortion from the tempering process. Our glass supplier will not temper mirrors, not say it can’t be done just not normal? A: You can use safety backing tape.




Q: Insulated Metal Panel Type IP: 1” insulating metal panel – Location, did not see any called out on plans? A: They will be in the bottom panels of the existing windows that are being replaced. Look on floor plans for window type and quantity. Q: Fire Rated Glass is required for some of the openings and or doors, did not see a rated glass in the specification? A: Technical Glass Product – 5/16” Fire Lite Plus is acceptable to use. Q: On the plans you have some exterior frames marked IB which is hollow metal, was thinking those should be BB aluminum frames A: The frames marked IB at the Media Center & Stem Lab E143 should be aluminum. Q: On A101C upper clear story some un marked frames would appear they would be KK storefront LL storefront then the top half of the JJ, KK, HH curtain walls? A: Strip window at clerestory marked KK should be marked MM. Window LL is correct, and the others are the top half of the curtain walls, which are labeled on the lower floor plan. Q: The stairs in E143 have a cut on them that does not exist. What are they made out of? A: See detail 1/A305, it is similar. Q: Also in the wall sections it does not show how far in the rigid insulation goes. A: Four (4) feet. Q: The specifications call out a slip resistance finish and a Dry shake floor hardener finish. Where can I find out where these are used? A: They are not needed. Q: Also where do I need the curing sealing compound and the semi rigid sealant? A: Curling sealing compound – At exposed concrete floors. Semi rigid sealant – At expansion Joints. Q: Detail 5/A410 appears to be for Music E182. Is the intent for this detail to by typical for Stage 135, with the understanding that the height would be different? With this detail, the hanger rods and wood header would be by the general contractor. In regard to details 10 and 11/S603, this is too far of a drop for hanger rods by the operable wall supplier. If you use the same detail as 5/A410, the hanger rods and wood header would be by the general contractor. A: The same detail is to be used at the operable partitions in rooms E182 – K-5 Music and 135 – Stage. However, at 135 – Stage the bulkhead height is to be 10’-4” A.F.F. and the bottom of the steel beam will be 11’-4” A.F.F. Q: HVAC equipment specs reference spec section 230548 Vibration and Isolation, but that section was not found in the spec book. Please verify. A: Section 230548 Vibration and Isolation is not included. Delete references to section.




CLARIFICATIONS:

1. The new athletic equipment is only scheduled for the new multi-purpose room E179. The other two gymnasiums are existing and will receive no new equipment.

2. The new telescoping bleachers are only scheduled for the new multi-purpose room E179. The other two gymnasiums are existing and will receive no new bleachers.

3. The roof insulation and cover board above the Multi-Purpose space needs to be attached with low rise foam adhesive and have a fully adhered roofing membrane, because of the concrete composite roof deck for the storm shelter. The remaining roof assemblies can have mechanically fastened insulation and cover board with fully adhered roofing membrane.

END OF ADDENDUM NO. TWO

GRISWOLD COMMUNITY SCHOOL DISTRICT TABLE OF CONTENTS

SCHOOL ADDITION & RENOVATION 000110 - 1

KPE #432.002 Bid Set

Title Page 000107 Certification Seals

000110 Table of Contents 000115 List of Drawing Sheets

DIVISION 00 – BIDDING AND CONTRACT REQUIREMENTS

002110 Advertisement for Bid 002113 Instructions to Bidders 003100 Geotechnical Report 004000 Substitution Request Form 004113 Bid Form 005200 General Conditions A132 Standard Form of Agreement A232 General Conditions A312 Payment Bond A312 Performance Bond 005201 Supplementary Conditions

DIVISION 01 – GENERAL REQUIREMENTS

011000 Summary 011213 Summary of Multiple Contracts 012300 Alternates 013000 Administrative Requirements 013113 Project Construction Schedule 013300 Submittal Procedures 014000 Quality Requirements 015000 Temporary Facilities and Controls 016000 Product Requirements 017310 Cutting and Patching 017320 Demolition 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents

DIVISION 03 – CONCRETE

033000 Cast-In-Place Concrete 034500 Precast Architectural Concrete

DIVISION 4 - MASONRY

042200 Concrete Unit Masonry 042613 Masonry Veneer

DIVISION 5 – METALS

051200 Structural Steel Framing 052100 Steel Joist Framing 053100 Steel Decking 054000 Cold-Formed Metal Framing 055000 Metal Fabrications

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

060660 Translucent Resin Panel System 061053 Miscellaneous Rough Carpentry 061600 Sheathing

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

072100 Thermal Insulation




072600 Vapor Retarders 072726 Fluid-Applied Membrane Air Barriers 074113.16 Standing Seam Metal Roof Panels 074213.23 Metal Composite Material Wall Panels 074646 Fiber-Cement Siding 075323 Ethylene-Propylene-Diene-Monomer (EPDM) Roofing 076200 Sheet Metal Flashing and Trim 077200 Roof Accessories 078443 Joint Firestopping 079200 Joint Sealants

DIVISION 08 – OPENINGS

081113 Hollow Metal Doors and Frames 081416 Flush Wood Doors 083113 Access Doors and Frames 083313 Coiling Counter Doors 084113 Aluminum Framed Entrances and Storefronts 084413 Glazed Aluminum Curtain Walls 087100 Door Hardware 087113 Automatic Door Operators 088000 Glazing 088300 Mirrors

DIVISION 09 – FINISHES

092216 Non-Structural Metal Framing 092900 Gypsum Board 093000 Tiling 095100 Acoustical Ceilings 096466 Wood Floor Refinishing 096500 Resilient Flooring 096766 Fluid-Applied Athletic Flooring 096813 Tile Carpeting 097290 Vinyl Wall Covering 098400 Acoustical Wall Panels 099000 Painting 099990 Color Schedule

DIVISION – 10 SPECIALTIES

101100 Markerboards and Tackboards 101400 Signs 102113.19 Plastic Toilet Compartments 102123 Cubical Curtains and Track 102239 Folding Panel Partitions 102800 Toilet Accessories 104413 Fire Protection Specialties 105113 Metal Lockers

DIVISION 11 – EQUIPMENT

114000 Food Service Equipment 116143 Stage Curtains 116623 Gymnasium Equipment

DIVISION – 12 FURNISHINGS

122113 Louver Blinds 123216 Manufactured Plastic Laminate Faced Casework 126100 Fixed Audience Seating




126600 Telescoping Stands

DIVISION 21 – FIRE PROTECTION

211313 Wet-Pipe Sprinkler Systems

DIVISION 22 – PLUMBING

220518 Escutcheons for Plumbing Piping 220519 Meters and Gages for Plumbing Piping 220523.12 Ball Valves for Plumbing Piping 220523.14 Check Valves for Plumbing Piping 220529 Hangers and Supports for Plumbing Piping and Equipment 220553 Identification for Plumbing Piping and Equipment 220719 Plumbing Piping Insulation 221116 Domestic Water Piping 221119 Domestic Water Piping Specialties 221123.21 Inline, Domestic-Water Pumps 221316 Sanitary Waste and Vent Piping 221319 Sanitary Waste Piping Specialties 221413 Facility Storm Drainage Piping 221423 Storm Drainage Piping Specialties 223400 Fuel-Fired, Domestic-Water Heaters 224213.13 Commercial Water Closets 224213.16 Commercial Urinals 224216.13 Commercial Lavatories 224216.16 Commercial Sinks 224223 Commercial Showers 224716 Pressure Water Coolers

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

230523.12 Ball Valves for HVAC Piping 230523.14 Check Valves for HVAC Piping 230593 Testing, Adjusting, and Balancing for HVAC 230713 Duct Insulation 230923 Direct Digital Control (DDC) System for HVAC 230923.11 Control Valves 231123 Facility Natural-Gas Piping 233113 Metal ducts 233300 Air duct accessories 233346 Flexible Ducts 233423 HVAC Power Ventilators 233713.13 Air Diffusers 233713.23 Registers and Grilles 233723 HVAC Gravity Ventilators 234100 Particulate Air Filtration 237313.13 Indoor, Basic Air-Handling Units 237416.13 Packaged, Large-Capacity, Rooftop Air-Conditioning Units 237433 Dedicated Outdoor-Air Units 238129 Variable-Refrigerant-Flow for HVAC Systems 238216.11 Hydronic Air Coils 238239.19 Wall and Ceiling Unit Heaters

DIVISION 26 – ELECTRICAL

260519 Low-voltage Electrical Power Conductors and Cables 260523 Control-voltage Electrical Power Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems




260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 260553 Identification for Electrical Systems 260574 Overcurrent Protective Device Arc-Flash Study 260923 Lighting Control Devices 262416 Panelboards 262726 Wiring Devices 262813 Fuses 262816 Enclosed Switches and Circuit Breakers 264313 Surge Protection for Low-voltage Electrical Power Circuits 265119 LED Interior Lighting 265619 LED Exterior Lighting

DIVISION 27 – COMMUNICATIONS

270536 Cable Trays for Communications Systems 271100 Communications Equipment Room Fittings 271500 Communications Horizontal Cabling 275123.50 Educational Intercommunications and Program Systems 275313 GPS Wireless Clock Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

281300 Access Control 282000 Video Surveillance 283111 Digital, Addressable Fire-alarm System

DIVISION 31 - EARTH WORK

311000 Site Clearing 312000 Earthwork 312333 Trenching and backfilling 313500 Erosion Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

321313 Concrete Paving 321373 Pavement Joint Sealants 323113 Chain Link Fences and Gates 329119 Landscape Grading 329223 Sodding

DIVISION 33 – UTILITIES

331000 Water Utilities 333100 Sanitary Sewage Piping

END OF SECTION

GRISWOLD COMMUNITY SCHOOL DISTRICT BID FORM SCHOOL ADDITION & RENOVATION 004113 - 1


SECTION 004113 - BID FORM

PROJECT: GRISWOLD COMMUNITY SCHOOL DISTRICT - SCHOOL ADDITION AND RENOVATION

BID FROM:

ADDRESS:

PHONE:

EMAIL:

_____________________________________________________________________________

(Bidder’s Information) NOTE: Submit two copies of this Bid Form. All blanks shall be completed. Only bids on this form will be

accepted. Submit Bid Security in separate envelope.

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the schedule indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. Bidder accepts all of the terms and conditions of the Request for Bids and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This Bid will remain subject to acceptance for 45 days after the day of bid opening.

2. The undersigned Bidder submits, herewith, bid security in accordance with the terms set forth in the Request for Bids.

3. Bidder has examined and carefully studied the Bid Documents and the following Addenda, receipt of all which is hereby acknowledged:

Date Number

4. Bidder has visited the site and become familiar with and is satisfied as to the general, local and site

conditions that may affect cost, progress, performance and furnishing of the Work.

5. Bidder is familiar with and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work.

6. Bidder will complete the Work in accordance with the Contract Documents for the following prices:

Bid Package – . LUMP SUM BID: __________________________________________________Dollars (write out amount in text)

$______________________________(write out amount in numbers)



7. Hourly Rates:

State the labor hour rate cost prior to overhead and profit to be used for change orders, if required.

Trade:______________________________________ $ /hour

Trade:______________________________________ $ /hour

Trade:______________________________________ $ /hour

Trade:______________________________________ $ /hour

Trade:______________________________________ $ /hour

8. Alternates:

1. Middle School Gymnasium Flooring.

Add / Deduct (Circle) $ /lump sum

2. Corridor Improvements at E136, E136A, E137, E139.


3. Mechanical Equipment Replacement.


4. Sub-surface for playground surfacing.


5. Auditorium Seating Replacement.


6. Control System


9. Subcontractors and Suppliers

The following companies shall execute subcontracts for major and/or critical path portions of the work:



(trade) (company name)

10. BIDDER agrees that the Work will be completed in accordance with the project schedule in the Bid Documents.

11. This Bid submitted on , 2017.

12. Complete the applicable item(s) listed below. If this Bid is submitted by an agent of BIDDER, attach a current Power-of-Attorney certifying the agent's authority to bind the BIDDER.

If BIDDER is:

An Individual

By: (Signature of individual) (Typed or printed name)

doing business as:

Business Address:

Phone No.

A Partnership

By: (Firm Name) (Signature of general partner) (Typed or printed name)

Business Address:

Phone No.

A Corporation

By: (Corporation Name)

(State of Incorporation)

By: (Signature of person authorized to sign)

(Typed or printed name and title)

Attest:

(Secretary)

Business Address:



Phone No. Non-Collusion Affidavit:

“ I, (we) hereby certify and affirm that my (our) proposal was prepared independently for this bid package and that it contains no fees or amounts other than for the legitimate execution of this work as specified, and that it includes no understanding or agreements in restraint of trade. I further certify that I (we) am not barred from bidding on the contract as a result of a conviction for either bid-rigging or bid rotating under Article 33E of the Criminal Code of 1961.” The following certification must be signed and submitted with the Bid. FAILURE TO DO SO WILL RESULT IN DISQUALIFICATION OF THE BIDDER.

An Individual

By: (Signature of individual) (Typed or printed name)

doing business as:

Business Address:

Phone No.

A Partnership

By: (Firm Name) (Signature of general partner) (Typed or printed name)

Business Address:

Phone No. A Corporation

By: (Firm Name) (State of Incorporation) (Signature of person authorized to sign) (Typed or printed name)

Attest:

(Secretary)

Business Address:

Phone No.

END OF SECTION

GRISWOLD COMMUNITY SCHOOL DISTRICT TRANSLUCENT RESIN PANEL SYSTEM SCHOOL ADDITION & RENOVATION 060660 - 1


SECTION 060660 – TRANSLUCENT RESIN PANEL SYSTEM

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the Plastic Fabrication as shown and specified in the described system(s):

1. Ceiling Panels 2. Feature Wall 3. Wall Cladding

B. Related Sections include the following:

1. Section 099990 Color Schedule

1.3 SUBMITTALS

A. General: Submit the following in accordance with conditions of contact and Division 1 specification section 013300 “Submittal Procedures”.

B. Product Data: Submit manufacturer’s product data; include product description, fabrication information, and compliance with specified performance requirements.

C. Submit product test reports from a qualified independent testing agency.

1. Test reports required are: a. Rate of Burning (ASTM D 635) b. Density of Smoke (ASTM D 2843) c. Flame spread and Smoke developed testing (ASTM E 84)

D. Shop Drawings: Include plans, elevations, sections, panel dimensions, details, and attachments to other work.

E. Samples for Initial Selection:

1. Submit minimum 4 IN by 4 IN samples. Indicate full color, texture and pattern variation.

F. Samples for Verification:

1. Submit minimum 12 IN by 12 IN sample for each type, texture, pattern and color of solid plastic fabrication.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver Plastic Fabrications, systems and specified items in manufacturer’s standard protective packaging.

B. Do not deliver Plastic Fabrications, system, components and accessories to Project site until areas are ready for installation.

C. Store materials in a flat orientation in a dry place that is not exposed to exterior elements.



D. Handle materials to prevent damage to finished surfaces. Provide protective coverings to prevent damage or staining following installation for duration of project.

E. Before installing Plastic Fabrications, permit them to reach room temperature.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Do not install Solid Polymer Fabrications until spaces are enclosed and weatherproof, and ambient temperatures and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

1.6 WARRANTY

A. Manufacturer’s Special Warranty on Plastic Fabrications: Manufacturer’s standard form agreeing to repair or replace units that fail in material or workmanship within the specified warranty period.

B. Warranty Period: 2 years after the date of substantial completion.

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Manufacturer:

1. Basis of Design: 3form, Inc., Salt Lake City, Utah (phone 801-649-2500)

2.2 MATERIALS

A. Varia™ produced from ecoresin™ Sheet

1. Engineered polyester resin 2. Sheet Size: Maximum 4’ x 10’ 3. Thickness: Minimum 3/8” 4. Basis of Design Product: The design of Plastic Fabrications is based on

Varia™ produced with ecoresin™ as provided by 3form, Inc.

B. Interlayer Materials: Compatible with polyesters and bonding process to create a monolithic sheet of material when complete.

2.3 FABRICATION

A. General: Fabricate Plastic Fabrications to designs, sizes and thicknesses indicated and to comply with indicated standards. Sizes, profiles and other characteristics are indicated on the drawings.

B. Comply with manufacturer’s written recommendations for fabrication.

C. Machining: Acceptable means of machining are listed below. Ensure that material is not chipped or warped by machining operations.

1. Sawing: Select equipment and blades suitable for type of cut required. 2. Drilling: Drills specifically designed for use with plastic products. 3. Milling: Climb cut where possible. 4. Routing 5. Tapping



2.4 MISCELLANEOUS MATERIALS

A. General: Provide products of material, size, and shape required for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cleaner: Type recommended by manufacturer.

C. Fasteners: Use screws designed specifically for plastics. Self-threading screws are acceptable for permanent installations. Provide threaded metal inserts for applications requiring frequent disassembly such as light fixtures.

D. Bonding Cements: May be achieved with solvents or adhesives, suitable for use with product and application.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions where installation of Plastic Fabrications will occur, with Installer present, for compliance with manufacturer’s requirements. Verify that substrates and conditions are satisfactory for installation and comply with requirements specified.

3.2 INSTALLATION

A. General: Comply with manufacturer’s written instructions for the installation of Plastic Fabrications.

B. Manufacturer’s shop to fabricate items to the greatest degree possible.

C. Utilize fasteners, adhesives and bonding agents recommended by manufacturer for type of installation indicated. Material that is chipped, warped, hazed or discolored as a result of installation or fabrication methods will be rejected.

D. Install components plumb, level and rigid, scribed to adjacent finishes, in accordance with approved shop drawings and product data.

E. Form field joints using manufacturer’s recommended procedures. Locate seams in panels so that they are not directly in line with seams in substrates.

3.3 CLEANING AND PROTECTION

A. Protect surfaces from damage until date of substantial completion. Repair work or replace damaged work, which cannot be repaired to Architect’s satisfaction.

End of Section 060660

GRISWOLD COMMUNITY SCHOOL DISTRICT SIGNS



SECTION 101400 - SIGNS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following types of signs: 1. Interior Signs. 2. Exterior signs

1.2 DESIGN REQUIREMENTS

A. Wall-Mounted Signs: Attach panel signs to wall surfaces using one vandal resistant screws.

B. Height: Place centerline of sign at 60” above finish floor.

C. Location: Conform with ADA requirements. Mount to latch side of door if at all possible.

1.3 QUALITY ASSURANCE

A. Mount signs in accordance with ADA standards.

B. Single-Source Responsibility: For each separate sign type required, obtain signs from one source of a single manufacturer.

1.4 SUBMITTALS

A. Provide shop drawings for fabrication and erection of signs. Include plans, elevations, and large-scale sections of typical members and other components. Show anchors, grounds, reinforcement, accessories, layout, and installation details.

B. Provide message list for each sign required, including large-scale details of wording and layout of lettering.

C. Provide floor plan with sign locations noted.

D. SAMPLES FOR VERIFICATION of color, pattern, and texture selected, and compliance with requirements indicated:

1. Provide an actual sample panel not less than the actual size required for each material

indicated. Include a panel for each color, texture, and pattern required. On each panel, include a representative sample of the graphic image process required, showing graphic style, and colors and finishes of letters, numbers, and other graphic devices.

2. Painted Vinyl letters shall be included with all appropriate signage submittals including but, not limited to colors, layout, font style, etc.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design Manufacturer for Interior Signs (S-1, S-2, S-3):




1. Manufacturers: Subject to compliance with requirements, following manufacturers will be accepted provided their product meets or exceeds quality performance of Basis of Design Manufacturer’s specified product 1. ASI Sign Systems, Inc. 2. Kroy Sign Systems. 3. Metal Logos.

2. Manufacturers of Specialty Signs (#1 thru #7):

1. Metal Logos. 2. LOOK Architectural Coatings. 3. Revolution Wraps.

B. Manufacturers of Exterior Sign Letters: 1. A.R.K.. Ramos 2. Gemini Incorporated 3. Metal Arts Division, L & H Manufacturing Company. 4. Metal Logos.

2.2 EXTERIOR SIGN MATERIAL

A. S-5: Cast Letters and Numbers: Form individual letters and numbers by casting. Produce characters with smooth, flat faces, sharp corners, and precisely formed lines and profiles, free from pits, scale, sand holes, or other defects. Cast lugs into the back of characters and tap to receive threaded mounting studs. Comply with requirements indicated for finish, style, and size. 1. Metal: Aluminum. 2. Finish: To be selected. 3. Text: Coordinate location and text with owner/architect. 4. Location: Main entry parapet cap.

B. Anchors and Inserts: Use concealed fasteners fabricated from metals that are not corrosive to the sign material and mounting surface. 1. Use vandal resistant Torx-type fasteners.

C. Refer to Architectural Drawings for additional signage requirements.

D. ADDRESS VINYL FILM. Provide vinyl film with address number above ‘Main Entry’ doors at Vestibule E101. Vinyl shall be frosted film 4-inch to 6-inch high.

2.3 INTERIOR SIGNS

A. Sign Fabrication. 1. Border 3/8-inch wide, 1/32-inch raised perimeter border with 1/8” inside radius typical. 2. All letters, numbers, and/or symbols shall contrast with their background. Characters and

background shall have a matte finish. 3. Color: Raised text, border, and Braille shall be selected from manufacture’s full color line.

Background shall be selected from manufacture’s full color line.

B. Plastic Material: Melamine plastic laminate, approximately 1/8” thick, with core painted a contrasting color, and rated non-static, fire-retardant, and self-extinguishing. Plastic laminate will be impervious to most acids, alkalies, alcohol, solvents, abrasives, and boiler water.

C. Lettering style: Standard Bold Condensed, uppercase, or other san serif or simple serif typeface (match existing).




D. Size of letters and numbers as follows: 1. Room numbers: 5/8-inch high. 2. Lettering for room usage and directional identification: 5/8-inch high. 3. Lettering for restroom identification: 5/8-inch high. Corresponding symbols: 3” high.

E. Size of interior signs: 1. S-1: Restroom Signs with Pictograms:

1. 6 inches wide x 8 inches high. 2. S-2: Room Identification Signs:

1. 6 inches wide x 6 inches 2. Room Number (as indicated in schedule)

3. S-3: Room Number Signs with insert:

1. 6 inch x 6 inches 2. 2 inch high clear insert with thumb notch on back

4. S-4: Not Used 5. Note: All sign-types above shall match existing signs in building. Field verification and

coordination will be required.

F. Letters and numbers centered on the signs.

G. Grade 2 Braille placed directly below last line of letters or numbers.

H. Raised Copy Thickness: Not less than 1/32 inch.

I. Pictograms and equivalent verbal description placed below pictogram.

J. International symbol of accessibility included where required and appropriate.

K. Mounting Hardware: 1. Manufacturer’s standard self-sticking mounting for application on painted concrete block or

painted gypsum wallboard (minimum of four [4] one-inch square foam tape pads per sign). 2. All signs mounted on glass, where the back of the sign can be seen shall be adhered with

adhesive which matches the backing of the sign.

L. Specialty Signs 1. Specialty Sign #1:

1. HS MC Vinyl – Word Play with Mascot on Polyresin Backer with metal stand-offs.

2. Use 3-4 different vinyl film colors with arrangement of ‘words’ in multiple fonts and sizes. Install on ¼-inch thick frosted polyresin with 1-inch diameter metal stand-offs (# per manufacture’s recommendations). Mascot shall be laser cut out of ½-inch thick clear polyresin with 3 colors of vinyl film applied to indicate mascot design. Size of Mascot shall be 2’-2”H x 2’-0”W.

3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 2/A504 5. Location: Media Center 104

2. Specialty Sign #2:

1. HS MC Vinyl – Word Play 2. Use 3-4 different vinyl film colors with arrangement of ‘words’ in multiple

fonts and sizes. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 3/A504




5. Location: Media Center 104


1. FACS Vinyl – Word Play 2. Use 3-4 different vinyl film colors with arrangement of ‘words’ in multiple

fonts and sizes. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 6/A505 5. Location: FACS LAB 121


1. School Mascot – Super Graphic 2. Use 3-4 different paints shall represent owner provided school mascot

design. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 1/A505 5. Location: HS Gym 179


1. ES MC Vinyl – Key Words 2. Vinyl lettering shall be 1-3 shades lighter than paint (P-4). Coordinate text

with owner/architect. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 3/A504 5. Location: Media Center and Stem Lab E143


1. Conference Vinyl – Key Words with pattern 2. Use 3-5 different vinyl film in multiple colors with ‘text’. See design ‘concept’

on Architectural Elevations. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 4/E121E and 4/A504 5. Location: Conference E104


1. Vinyl Letters 2. Use 1 frosted vinyl film to denote entry to room. 3. Size: Refer to Architectural Drawings for Size. 4. Drawing: 4/A121E, 3/A501, 5/A501 5. Location: Reception E102, Conference E104, Media Center and Stem Lab

E143




PART 3 - EXECUTION

3.1 SCHEDULE S-1: RESTROOM SIGNS WITH PICTOGRAMS:

ROOM NAME QTY TOILET - 146C 1 TOILET - 146D 1 BOYS - E106 1 GIRLS - E107 1 TOILET - E114 1 TOILET - E116 1 TOILET - E122 1 TOILET - E123 1 TOILET - E133 1 TOILET - E134 1 MEN - E157 1 WOMEN - E158 1 S-2: ROOM IDENTIFICATION SIGNS:

ROOM NAME QTY TEXT CONFERENCE - 222 1 CONFERENCE ROOM RECEPTION - E102 2 ADMINISTRATION CONF./BRD RM - E104 1 CONFERENCE ROOM MEDIA CENTER - E143 1 MEDIA CENTER JANITOR - E129 1 CUSTODIAL DOOR - 146.2 1 ADMINSTRATION STAFF COLLAB - E148 1 STAFF MULTI-PURPOSE - E179 2 MULTI-PURPOSE JANITOR - E156 1 CUSTODIAL MECHANICAL - E153 1 MECHANICAL S-3: ROOM NUMBER SIGNS WITH INSERT:

ROOM NAME QTY FACS LAB - 121 2 HS BEHAVIORAL - 213 1 OFFICE - 105 1 HS MATH - 101 1 HS ENGLISH - 103 1 2ND - E108 1 2ND - E111 1 KINDERGARTEN - E112 1 KINDERGARTEN - E118 1 PRE-K - E119 1 PRE-K - E126 1 KINDERGARTEN - E136 1 1ST - E137 1 1ST - E142 1 ES PRINC - 146A 1 HS PRINC - 145D 1 SUPER - 145C 1 SUPER ASST. - 145B/145A 1




ES BEHAVIORAL - 147 1 IT COORD. - 144 1 OFFICE - E144 1 OFFICE - E147 1 OFFICE - E152 1 OFFICE - E151 1 OFFICE - E149 1 K-5 MUSIC - E180 1 3RD - E162 1 3RD - E164 1 5TH - E167 1 5TH - E171 1 4TH - E173 1 4TH - E177 1

Refer to interior elevations as noted for the locations of the Specialty Signs #1 thru 7.

END OF SECTION

GRISWOLD COMMUNITY SCHOOL DISTRICT STAGE CURTAINS



SECTION 116143 - STAGE CURTAINS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Dead hung rear curtain with two equal panels in K-5 Music E182. 2. Dead hung track with chroma-key curtain in Conference 222. 3. Dead hung track with black back drop in Conference 222.

B. Related Requirements:

1. Section 055000 - Metal Fabrications for steel framing and supports for stage-curtain systems.

2. Section 099990 – Color Schedule for stage curtain color.

1.3 SUBMITTALS

A. Product Data: For each type of product and the following:

1. Tracks: Capability of each track to support the weight and operation of curtains that it supports.

B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data.

1. Include plans, elevations, sections, and attachment details of curtains. 2. Include fabric assembly and hanging details. 3. Dimension operating clearances. 4. Include documentation of capacity of each batten, track, attachment, and rigging

component to support loads. 5. Points of attachment for Stage Curtain and Track.

C. Samples for Initial Selection: For each type of stage curtain indicated. Include color charts showing full range of colors, textures, and patterns available, together with 12-inch- (300-mm-) square Sample (any color) of each fabric type and seam.

D. Samples for Verification: Full width by minimum 12-inch by 12-inch long section of each fabric from dye lot to be used for the Work, with specified treatments applied. Show complete pattern repeat. Mark top and face of fabric.




1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Reflected ceiling plans and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:

1. Structural members to which tracks, battens, and other stage-curtain equipment will be attached.

2. Locations of lighting fixtures and cabling, ductwork, piping, and sprinklers. 3. Rigging equipment for stage equipment. 4. Access panels.

B. Qualification Data: For minimum of 5 years experience installing stage equipment.

C. Product Certificates: For the following, from manufacturer:

1. Fabric: Provide name of flame-retardant chemical used, identification of applicator, treatment method, application date, allowable life span for treatment, and details of any restrictions and limitations.

2. Rigging: Compliance of suspended battens and tracks with requirements.

D. Sample Warranty: For manufacturer's special warranty.

1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For stage curtains and rigging to include in operation and maintenance manuals.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: For minimum of 5 years experience installing stage equipment.

1.7 FIELD CONDITIONS

A. Environmental Limitations: Do not install stage curtains until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work at and above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

B. Field Measurements: Verify locations of supporting structural elements and construction contiguous with stage curtains and rigging by field measurements before fabrication. Locate field verified shop dimensions on shop drawings.

1.8 WARRANTY

A. Manufacturer's Special Warranty: Manufacturer agrees to repair or replace components of stage-curtain systems that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, faulty operation of rigging. 2. Warranty Period: Two years from date of Substantial Completion.




PART 2 - PRODUCTS

2.1 STAGE-CURTAIN SYSTEMS

A. Description: Complete stage-curtain systems, including stage curtains, tracks, and rigging; with necessary accessories for support and operation.

1. Allied Theatre Crafts, Inc – Kansas City, Missouri

2. Heartland Scenic Studio – Omaha, Nebraska

3. Gopher Stage Lighting – Minneapolis, Minnesota

B. Source Limitations: Obtain stage-curtain systems from single manufacturer. Obtain each color, grade, finish, type, and variety of fabric from single source with resources to provide materials of consistent quality in appearance and physical properties.

2.2 PERFORMANCE REQUIREMENTS

A. Structural Performance: Stage-curtain systems and attachments to structure shall withstand the effects of gravity and operational loads and the following loads and stresses:

1. Design Loads: Weight of curtains and refer to Drawings for more information.

B. Fire-Test-Response Characteristics: Provide stage curtains meeting the following requirements as determined by testing identical products by NFPA 701 (2010) and IBC (2015) or another testing and inspecting agency acceptable to authorities having jurisdiction.

1. Flame-Propagation Resistance: Passes NFPA 701 (2010).

a. Permanently attach label to each fabric of curtain assembly indicating whether fabric is inherently and permanently flame resistant or is treated with flame-retardant chemicals and whether it requires retreatment after cleaning or after a designated time period of use.

b. Permanently attach 12-inch- (300 mm-) square swatch of same fabric and dye lot for each fabric of a curtain assembly to the back of assembly for use as fire-resistance test strip.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 701 (2010), by a qualified testing agency, and marked for intended location and application.

2.3 CURTAIN FABRICS

A. General: Provide fabrics inherently and permanently flame resistant according to performance requirements indicated. Provide fabrics of each type and color from same dye lot.

B. For Inherently Flame-Retardant Masking Curtains: 1. 100 percent carded Inherently Flame-Retardant velour, 54 inches wide, weighing 18-20

ounces per linear yard. "Crescent" as manufactured by KM Fabrics, Inc., Greenville, South Carolina, or approved equal by J. B. Martin Fabrics. a. 65 backing ends per inch b. 51 pile ends per inch




c. 51 picks per inch d. 1658 pile tufts per square inch e. Pile height: approximately .130 inch

C. Chroma-Key: Green

2.4 CURTAIN-BOTTOM WEIGHTS

A. Individual Weights: Curtain manufacturer's standard segmented weights to suit each curtain type and location.

B. Weight Tape: Curtain manufacturer's standard, continuous weight tape to suit each curtain type and location.

2.5 CURTAIN FABRICATION

A. General: Affix permanent label, stating compliance with requirements of authorities having jurisdiction, in accessible location on fabric not visible to audience. Provide vertical seams unless otherwise indicated. Arrange vertical seams so they do not fall on faces of pleats. Do not use fabric cuts less than one-half width. Orient Velour with nap down.

B. Vertical and Top Hems: Machine sew hems as follows unless otherwise indicated:

1. Vertical Hems: Minimum 2 inches (50 mm) wide, [and not less than 4 inches (102 mm) wide at borders, valance, teasers, and tormentors,] with not less than a 1-inch (25-mm) tuck and with no selvage material visible from front of curtain. Sew open ends of hems closed.

2. Turnbacks: Provide turnbacks for traveler curtains, formed by folding back not less than (12 inches (300 mm)) (one-half width) of face fabric, with not less than a 1-inch (25-mm) tuck, and vertically secured by sewing.

3. Top Hems: Reinforced by double-stitching 3-1/2-inch- (89-mm-) wide, heavy, jute to top edge on back side of curtain with not less than 2 inches (50 mm) of face fabric turned under.

C. Fullness:

1. Flat (Drops): Provide zero percent fullness in curtains. 2. 50 Percent Fullness (Velour): Provide fullness, exclusive of turnbacks and hems, by

[sewing additional material into 3-inch (75-mm) box pleats spaced at 12 inches (300 mm) o.c. along top hem reinforcement.

D. Grommets: Brass, No. 3, or No. 4.

1. Black Curtains: Provide brass or aluminum grommets with black finish. 2. Flat Curtains: Place 12 inches (300-mm) o.c. and 1 inch (25 mm) from corner of curtain;

for ties, snap hooks, or S-hooks. 3. Pleated Curtains: Center grommets on each box pleat and place 1 inch (25 mm) from

corner of curtain; for snap hooks or S-hooks.

E. Bottom Hems: Machine sew hems as follows unless otherwise indicated: 1. For Curtains with Fullness:




a. Floor-Length Curtains: Hems not less than 6 inches (150 mm) deep, with 1-inch (25-mm) weight tape sewn to top seam of the bottom hem, clear of the finished bottom edge, and with open ends of hems sewn closed.

2.6 SCRIMS AND DROPS

A. General: Affix permanent label, stating compliance with requirements of authorities having jurisdiction, in accessible location on fabric not visible to audience. Provide vertical seams unless otherwise indicated. Do not use fabric cuts less than one-half width.

B. Drops: Chroma-Key fabric, sewn flat, with vertical seams and with selvage to the rear. Provide 6-inch (150-mm) pipe pocket at bottom with 1-inch (25-mm) weight tape sewn to top seam of the bottom hem, clear of the finished bottom edge, and with open ends of hems sewn closed. Double-stitch 3-1/2-inch (89-mm) jute webbing at top with not less than No. 2 brass grommets spaced at 12 inches (300 mm) o.c. and 1 inch (25 mm) from corner of curtain. Provide not less than 2-inch (50-mm) double-folded side hem and 4-inch (100-mm) bottom hem.

2.7 CURTAIN ACCESSORIES

A. S-Hooks: Manufacturer's standard heavy-duty plated-wire hooks, not less than [2 inches (50 mm)] long.

B. Tie Lines: No. 4 or No. 4-1/2 cord or braided soft cotton tape, black or white to best match curtain; not less than 5/8 inch (16 mm) wide by 36 inches (900 mm) long, threaded through grommets.

C. Snap Hooks: Manufacturer's standard heavy-duty hooks sewn to top edge of curtain.

2.8 CURTAIN TRACK

A. Steel Track: Roll-formed, galvanized, commercial-quality, zinc-coated steel sheet, ASTM A 653/A 653M; G60 (Z180) coating designation; with continuous bottom slot and with each half of track in one continuous piece black paint finish]; complete with necessary accessories for support and operation.

1. Curved Track: Factory-fabricated sections. 2. Steel Thickness: As recommended by manufacturer for loads and operation.

a. Heavy Duty: Minimum 0.079 inch (2.01 mm). b. Medium Duty: Minimum 0.064 inch (1.63 mm).

B. Curved-Suspended-Track Stiffener (If needed): NPS 1-1/2 (DN 40) steel pipe for supporting both sections of suspended curved tracks; curved to match track.

C. Clamp and Bracket Hangers: Steel clamps and brackets of sufficient strength required to support loads for attaching track to overhead support.

D. Track-Lap Clamp: Metal to match track channel for attaching two tracks at center overlap.

E. Heavy-Duty Track System: Equip track with heavy-duty components as recommended by manufacturer for loads and operation. Provide end stops for track.




1. Walkalong curved curtain tracks shall be Automatic Devices Company Model #242, or H&H #301BL, which is its industry equal. Tracks to be furnished with all necessary accessories for walkalong operation including trim chains.

2. Walkalong straight curtain tracks shall be Automatic Devices Company Model #273, or H&H #101BL, which is its industry equal. Tracks to be furnished with all necessary accessories for walkalong operation, including trim chains.

2.9 CURTAIN RIGGING

A. Battens (if necessary): Fabricated from steel pipe with a minimum number of joints. Connect pipe at joints with a drive-fit pipe sleeve not less than 18 inches (450 mm) long, and secure with four bolt-thru fastening.

1. Steel Pipe: ASTM A 53/A 53M, Grade A, standard weight (Schedule 40), black, NPS 1-1/2 (DN 40) nominal diameter unless otherwise indicated.

2. Finish: Shop painted black, with a 1-inch- (25-mm-) wide yellow stripe at center of each batten.

B. Supports, Clamps, and Anchors: ASTM A 153/A 153M, Class B, galvanized sheet steel in manufacturer's standard thicknesses, galvanized after fabrication.

C. Trim and Support Cable: 1/4-inch- (6-mm-) diameter, 7x19 galvanized-steel cable with a breaking strength of 7000 lb (3175 kg). Provide fittings according to cable manufacturer's written instructions for size, number, and method of installation, including a drop-forged galvanized turnbuckle to allow for leveling.

D. Trim and Support Chain: 3/16” Proof coil chain and rated 1/4” screw pin shackles, moused shut.

E. Inserts, Bolts, Rivets, and Fasteners: Manufacturer's standard corrosion-resistant units.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for supporting members, blocking, installation tolerances, clearances, and other conditions affecting performance of stage-curtain work.

B. Examine inserts, clips, blocking, or other supports required to be installed by others to support tracks and battens.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Install stage-curtain system according to curtain and track manufacturer's written instructions.




3.3 BATTEN INSTALLATION

A. Install battens by suspending at heights indicated with trim and supports spaced to support load, except do not exceed 10 feet (3 m) between supports.

1. Cable Trim and Support: Secure cables either directly to structures or to inserts, eye screws, or other devices that are secure and appropriate to substrate and that are not subject to deterioration or failure with age or elevated temperatures. Attach other cable end to pipe clamps with turnbuckles, housed or fixed with nuts after adjustment, to prevent loosening.

2. Chain Trim and Support: Secure chain with load-rated terminations.

3.4 TRACK INSTALLATION

A. Ceiling-Mounted Track: Drill track at intervals not greater than manufacturer's written instructions for spacing, and fasten directly to structure.

B. Beam-Mounted Track: Install track by suspending from beam clamps securely mounted to I-beam structure at track-support spacing, according to manufacturer's written instructions.

C. Wall-Mounted Track: Install track by suspending from brackets securely mounted to wall construction at track-support spacing, according to manufacturer's written instructions.

D. Batten-Hung Track: Install track by suspending from pipe batten with manufacturer's track clamp hangers attached to batten pipe clamps at track-support spacing, according to manufacturer's written instructions.

E. Track-Support Spacing: According to manufacturer's recommendations for applied loads, but not exceeding the following dimensions between supports: 1. Straight Track: 6-foot o.c. 2. Curved Walk-Along Track: 48 inches (1219 mm), with additional supports at curves and

splices.

F. Install track for center-parting curtains with not less than 24-inch (600-mm) overlap of track sections at center, supported by track lap clamps.

3.5 CURTAIN INSTALLATION

A. Track Hung: Secure curtains to track carriers with S-hooks.

3.6 DEMONSTRATION

A. Owner's maintenance personnel to adjust, operate, and maintain stage curtains and tracks.

END OF SECTION 116143

2

A301

AREA D

AREA E

AR

EA

B

AR

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C

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D

1/4

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+9 1/2"

+8 1/4"

1/4"/FT1/4"/FT

1/4

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T

+9 1/2"

DRAINAGESADDLE

RD

OD

+2"

+3 1

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+3 1/2"

+3 1/2"

1/4"/FT SLOPETO DRAIN

RD OD+2"

+11"

+6 3/4"

+6 3/4"

+11"

1/4"/FT1/4"/FT

1/4

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RD OD+11"

+6 3/4"

+11"1/4"/FT 1/4"/FT

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+5"

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SCUPPER TOLOWER ROOF

1/4"/FT

+2"

RD

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+2"1/4"/FT1/4"/FT

1/4

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ROOF DIVIDER

RD OD+2"

+6 1

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+6 1

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RD OD+2"

+6 1

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SLOPED ROOF

5

A302

1

A305

6" DIA PVC THRU ROOF w/CHAIN DOWNSPOUTSEE DETAIL 2/A140

+1"

+5"

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+1"+6 1/2"

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LEGEND:

EF EXHAUST FAN

VTR VENT THRU ROOF

OD OVERFLOW DRAIN

RD ROOF DRAIN

SADDLE / CRICKET (1/2" PER FOOT)

SLOPE DIRECTION (POINTS TO LOW POINT)

FLAG NOTES - ROOF PLAN:

1. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. PROVIDE CRICKETS WHERE REQUIRED.2. ROOF DRAIN (RD) WITH OVERFLOW DRAIN (OD) PER MANUFACTURER STANDARD DETAIL. RECESS

PRIMARY DRAIN 2” BELOW ADJACENT ROOF SURFACE, SLOPE INSULATION AT1/12 DOWN TO DRAIN. PROVIDE WATER DAM COMPRESSION RING AT OVERFLOW DRAIN.

3. PROVIDE FLASHING AT PERIMETER OF ROOF. COORDINATE VARIOUS WALL SUBSTRATES AND WIDTHS.4. FLASH ALL EQUIPMENT CURBS PER MANUFACTURER STANDARD DETAILS (EPDM, SEAM TAPE, AND

COUNTERFLASHING). PROVIDE A MINIMUM OF 8” BELOW THE COUNTERFLASHING. COORDINATE INSULATED ROOF CURB WITH MECHANICAL DRAWINGS.

5. FLASH ALL PIPE PENETRATIONS PER MANUFACTURER STANDARD DETAILS.

#GENERAL NOTES - ROOF PLAN:

A. ALL WORK TO BE DONE IN A WORKMANLIKE MANNER. ADJACENT SURFACES SHOWN TO REMAIN SHALL NOT BE DAMAGED. EXISTING CONSTRUCTION AND FINISHES DAMAGED SHALL BE REPLACED AT SUB-CONTRACTOR'S EXPENSE.

B. SUB-CONTRACTOR SHALL PROTECT THE SITE (PAVING, LANDSCAPING, GRASSY AREAS). REPAIR ALL DAMAGED / DISTURBED AREAS TO ORIGINAL CONDITIONS.

C. SUB-CONTRACTOR SHALL REVIEW CONTRACT REQUIREMENTS AND PROCEDURES OUTLINED IN THE SPECIFICATIONS. THE SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, METHODS AND MEANS REQUIRED TO EXECUTE THE GENERAL CONTRACT AND PROVIDE A FINISHED PRODUCT.

D. VERIFY MECHANICAL AND ELECTRICAL CONDITIONS FOR SCOPE AND INTERFACE. REVIEW ANY DISCREPANCIES OR COORDINATION CONCERNS WITH ARCHITECT.

E. PRIOR TO BIDDING, SUB-CONTRACTOR IS STRONGLY ENCOURAGED TO VISIT THE SITE AND REVIEW CONDITIONS. SUB-CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS FOR WORKABILITY, ADJACENT CONDITIONS, EFFECTS AND ACCESSIBILITY. SUB-CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION.

F. SUB-CONTRACTOR SHALL CONTACT THE ARCHITECT IN THE EVENT THAT UNFORESEEN CONDITIONS ARE ENCOUNTERED.

G. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.H. THE SUB-CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO

DEMONSTRATE COMPLETE AND SATISFACTORY INSTALLATIONS OF ALL SYSTEMS PROVIDED UNDER THESE CONTRACT DOCUMENTS. COORDINATE REQUIREMENTS WITH SPECIFICATIONS, DRAWINGS, AND MANUFACTURER REQUIREMENTS.

I. INSULATION VALUES SHALL BE AVERAGE OF R-25 LTTR, UNLESS NOTED OTHERWISE. SUB-CONTRACTOR SHALL ACCOUNT FOR DIFFERENCES OF MATERIAL R VALUES AND ADJUST CURBS AND PERIMETER FLASHING ACCORDINGLY.

J. THE ROOF SHALL SLOPE IN THE DIRECTION INDICATED BY ARROWS (ARROWS POINT TO LOW POINT). ROOF SLOPES TO BE PROVIDED THROUGH THE USE OF TAPERED ROOF INSULATION. THE MINIMUM ROOF SLOPE SHALL BE 1/4-INCH PER FOOT AND 1/2-INCH PER FOOT AT CRICKETS.

K. POSITIVE ROOF SLOPE: ALL ROOF CONSTRUCTION SHALL PROVIDE POSITIVE ROOF SLOPE TO DRAIN IN CONFORMANCE WITH MANUFACTURER AND NRCA PUBLISHED RECOMMENDATIONS. STANDING OR PONDING WATER IS NOT ACCEPTABLE.

L. FOLLOWING COMPLETION OF ROOFING WORK, SUB-CONTRACTOR TO WATER TEST ALL ROOF DRAINS AND PIPES TO ASSURE FUNCTION AND WATER TIGHTNESS. CONDUCT TESTS IN THE PRESENCE OF THE CONSTRUCTION MANAGER AND/OR ARCHITECT.

M. ALL WORK AND DETAILING SHALL BE IN CONFORMANCE WITH MANUFACTURER STANDARDS FOR THE SYSTEM AND WARRANTY PERIOD SPECIFIED.

TAPERED EDGE

18" SQUARE MINIMUM, FLASHING SET ON

FINISHED ROOF IN MBFLASHING CEMENT.

ROOF MEMBRANE

RECOVERY BOARD

MB FLASHING CEMENT

WOOD NAILER

FASTENER

PROVIDE 6" DIA PVC SLEEVE ATCHAIN DOWNSPOUT

1" INSULATION, MIN. ATCHAIN DOWNSPOUT

LOCATIONS

1/2" SS ROD SEALABOUT PVC

WRAP ROOF MEMBRANE INSIDE

PVC AND APPLY MASTIC AT EDGE

1/2" SS ROD SEALABOUT PVC

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1A140

ROOF PLAN - AREAS 'D+E'

ROOF ASSEMBLY - BASIS OF DESIGN:

1. 60MIL EPDM (FULLY ADHERED)2. RECOVERY BOARD (1/2" GWB OR HD POLYISO)3. R-25 POLYISO INSULATION (MECHANICALLY FASTENED)

TAPERED POLYISO (WHERE REQUIRED)CRICKETS (WHERE REQUIRED)

4. METAL ROOF DECK5. ROOF EDGE (EQUAL TO ANSI/SPRI ES-1)6. 25 YEARS NDL WARRANTY

**PROVIDE TAPERED INSULATION, CRICKETS, PIPE BOOTS, FLASHING, ETC. PER MANUFACTURER STANDARD DETAILS IN ACCORDANCE WITH ALL WARRANTY REQUIREMENTS.

ROOFING INFORMATION / WARRANTY NOTES:

1. NEW EPDM ROOFING SYSTEM WAS INSTALLED ACROSS THE ENTIRE BUILDING IN 2012

2001 COMPANY MEMBRANE SYSTEM (1-800-537-7663)TWENTY YEAR WARRANTYCONTRACTOR: RL CRAFTMEMBRANE: 60 MIL EPDM

2. ALL PATCH AND REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH EXISTING ROOF WARRANTY AND MANUFACTURER APPROVED STANDARDS, CONTRACTOR SHALL PROVIDE VERIFICATION THAT WORK WAS PERFORMED PER MANUFACTURER STANDARDS AND THAT THE EXISTING WARRANTY WILL REMAIN IN EFFECT

3. CONTRACTOR SHALL WARRANT ALL ROOFING WORK ASSOCIATED WITH THIS PROJECT FOR 2 YEARS FOLLOWING SUBSTANTIAL COMPLETION

4. CONSULT MANUFACTURER STANDARD DETAILS FOR ALL WORK5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH

NEW ROOF PENETRATIONS REQUIRED WITH ALL TRADES. COORDINATE WITH NEW WORK

6. FLASH NEW ROOF CURBS PER MANUFACTURER STANDARDS DETAILS AT ALL NEW ROOTOP EQUIPMENT (RTU, DOAS, CU, RH)

7. WHERE EQUIPMENT IS REMOVED, PATCH AND REPAIR TO MATCH EXISTING

1 1/2" = 1'-0"

2A140

CHAIN DOWNSPOUT DETAIL

2

FIRST LEVEL

100' - 0"

T.O. EYEBROW

110' - 8"

3' -

4"

1' - 8"

METAL COPING W/CONT. CLEAT TYP

MEMBRANE FLASHING EXTEND UNDER COPING

WOOD BLOCKING

T.O. SIDING

116' - 0"

Level 1100' - 0"

Low Roof Framing112' - 6"

3.7

1' -

6"

REINFORCED CONCRETE GRADE BEAM

2" PERIMETER INSULATION

CONCRETE SLAB ON GRADE

1/2" EXPANSION JOINT

6" CONCRETE STEM WALL

6" METAL STUD

VAPOR BARRIER

5/8" GWB

TAPERED INSULATION w/MEMBRANE ROOFING

PROTECTION BOARD

1/2" GYP SHEATHING1/2" GYP SHEATHING

2" RIGID INSULATION

FLUID APPLIED AIR BARRIER

HORIZONTAL FIBER CEMENT SIDING (FCS-1)

FINISHED GRADE

2" CMU BLOCKw/TIES

THRU-WALL FLASHING

SIDING MFG'R METALTRIM PIECE

SOLID SURFACE SILL

SEALANT

ALUMINUM WINDOWSYSTEM

3' -

2"

2' - 11 1/2"

THRU-WALL FLASHING


8"

METAL EYEBROW

FLASHING & SEALANT

FLASHING & SEALANT

RIGID INSULATION ABOUTSTEEL TUBEBONDED

METAL PANEL

DRIP

1/2" GYP SHEATHING

3 5/8" METAL STUD


TAPERED INSULATIONw/MEMBRANE ROOFING

BATT INSULATION

ACOUSTICAL CEILING

A302

6

PERIMETER INSULATION BELOW THRU-WALL FLASHING

A302

7

FLEXIBLE FLASHING AT BASE OF WALL

2

CLOSED CELL SPRAY FOAM INSULATION w/AIR & VAPOR BARRIER

2

T.O. WALL

116' - 0"

3' -

4"

T.O. SIDING

116' - 0"

Level 1100' - 0"


D

1' - 8"

FINISHED GRADE

2" CMU BLOCKw/TIES

THRU-WALL FLASHING







WOOD BLOCKING


PROTECTION BOARD

1/2" GYP SHEATHING



5/8" GWB

VAPOR BARRIER

6" METAL STUD

BATT INSULATION

GWB CEILING



2


2

FIRST LEVEL

100' - 0"

T.O. MEDIA WALL

120' - 1 3/8"

T.O. SIDING

116' - 0"

T.O. STEEL

118' - 4"

Level 1100' - 0"


I

High Roof Framing118' - 0"



WOOD BLOCKING


PROTECTION BOARD

1/2" GYP SHEATHING



THICKENED SLAB AT COLUMNLINE

6" METAL STUD

5/8" GWB

ACOUSTICAL BATTS

THRU-WALL FLASHING


VAPOR BARRIER

1/2" GYP SHEATHING

SOLID SURFACE SILL

SEALANT

BATT INSULATION

ALUMINUM WINDOW SYSTEM

FLASHING & SEALANT

BLOCK FORM FIBERCEMENT SIDING (FCS-2)

2" RIGID INSULATION

1/2" GYP SHEATHING

FLUID APPLIED AIRBARRIER

FLASHING & SEALANT


ACOUSTICAL CEILING

METAL PANEL CEILING

RIGID INSULATION AT STEEL

A302

8

6"

FIRST LEVEL

100' - 0"

T.O. CLASSROOM WALL

114' - 0"

17



WOOD BLOCKING


PROTECTION BOARD

1/2" GYP SHEATHING

18" PANEL FIBERCEMENT SIDING (FCS-3)

2" RIGID INSULATION

1/2" GYP SHEATHING

ACOUSTICAL CEILING

THRU-WALL FLASHING


FINISHED GRADE

4" CMU BLOCK w/TIES

THRU-WALL FLASHING




GROUT CORE SOLID1/2" EXPANSION JOINT


1' - 8"

3' -

4"


BATT INSULATION

6" METAL STUD

1" AIR SPACE

ROWLOCK SILL(FB-1)

1' -

4"

FACE BRICK (FB-1)w/TIES

4' -

0"

PROVIDE METAL STRIPS FASTENED BACK INTO STUD TO HOLD SIDING CLIPS (TYPICAL)


MORTAR NET


2

FIRST LEVEL

100' - 0"

Level 1100' - 0"


7

EXISTING SLAB ON GRADE

EXISTING FOOTING

EXISTING MASONRY WALL

EXISTING ROOF

FLEXIBLE FLASHING AT TOP OF EXISTING WALL


PROTECTION BOARD

1/2" GYP SHEATHING


WOOD BLOCKING


BATT INSULATION

6" METAL STUD



ACOUSTICAL CEILING

INSULATION BD

ROOF MEMBRANE

COMPRESSIBLE TUBE FR

FURRED WALL w/GWB

1' -

9"

2 1/2"

STUD KICKER

FIE

LD

VE

RIF

Y

30"

MIN

IMU

M

A302

9


2

T.O. EYEBROW

110' - 8"

3.7

1' -

6"

2' - 11 1/2"

THRU-WALL FLASHING


8"

FLASHING & SEALANT

BONDED METAL PANEL

DRIP w/SEALANT

1/2" GYP SHEATHING

3 5/8" METAL STUD


TAPERED INSULATION

ACOUSTICAL CEILING

5/8" PROTECTION BD

EPDM MEMBRANE

BACKER ROD & SEALANT

PROVIDE PRIMARY & SECONDARY BACKER ROD AND SEALANT AT WINDOW FRAMES

RIGID INSULATION ATSTEEL TUBE

1/2" GYP SHEATHING

8"

PROVIDE PRIMARY & SECONDARY BACKER ROD AND SEALANT AT WINDOW FRAMES

3.73.7

6" METAL STUD

SOLID SURFACE SILL

SEALANT

ALUMINUM WINDOWSYSTEM

SEALANT

5/8" GWB

BATT INSULATION

STRUCTURAL STEELBEYOND

VAPOR BARRIER

LINE OF GWB BEYOND

1/2" GYP SHEATHING


2" RIGID INSULATION

PROVIDE METAL STRIPS FASTENED BACK INTO STUD TO HOLD SIDING CLIPS (TYPICAL)

HORIZONTAL FIBER CEMENT SIDING (FCS-1)

FLASHING

BLOCKING

SHIM

II

THRU-WALL FLASHING w/TERMINATION BAR AND COUNTER FLASHING


VAPOR BARRIER

1/2" GYP SHEATHING

SOLID SURFACE SILL

SEALANT

BATT INSULATION


THRU WALL FLASHING



2" RIGID INSULATION

1/2" GWB SHEATHING


BLOCK FORM FIBER CEMENT SIDING (FCS-2

SIDING MFG'R METAL TRIM PIECE

FLASHING

BLOCK FORM FIBER CEMENT SIDING (FCS-2

WRAP EPDM MEMBRANE UP WALL

1/2" GYP SHEATHING

SHIM

SEALANT

5/8" GWB

VAPOR BARRIER

6" METAL STUD

BATT INSULATION

SHIM


6" METAL STUD

5/8" GWBPROVIDE FLEXIBLE FLASHING BELOW THRU-WALL FLASHING

2


7

EXISTING ROOF



PROTECTION BOARD

1/2" GYP SHEATHING


WOOD BLOCKING


BATT INSULATION

6" METAL STUD EXTENDED BELOW

INSULATION BD

ROOF MEMBRANE

COMPRESSIBLE TUBE FR 1' -

9"

FIE

LD

VE

RIF

Y

30"

MIN

IMU

M

WRAP EPDM MEMBRANE UP & OVER PARAPET

EXISTING WALL

7/8" FURRING w/GWB

PLYWOOD AT SLOPE


2

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SHEET

DRAWN:

NO.

DATE

DESCRIPTION

BY

DESIGNED:

CHECKED:

PROJ. MNGR:

JOB NUMBER

DATE

EN

GIN

EE

RS

−A

RC

HIT

EC

TS

KPE

FO

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NS

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ISM

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CK

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12−0

8−2

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8−2

017

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#1

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#2

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KP

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KP

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11−22−2017

432−002

A302

SC

HO

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DIT

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& R

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GR

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MA

DIS

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ION

S

3/4" = 1'-0"

1A302

WALL SECTION 3/4" = 1'-0"

2A302


3A302


4A302


5A302

WALL SECTION

1 1/2" = 1'-0"

6A302

ENLARGED DETAIL 1 1/2" = 1'-0"

7A302

ENLARGED DETAIL

1 1/2" = 1'-0"

8A302

ENLARGED DETAIL

1 1/2" = 1'-0"

9A302

ENLARGED DETAIL

2

FIRST LEVEL

100' - 0"


WOOD BLOCKING

MEMBRANE ROOFING

CONT. RIGID INSULATION


COVER BOARD

3' - 0"

Level 1100' - 0"


DE


1' -

10

"




3/4" INSULATED EXP. JT

SLIP CONNECTION ATCURTAINWALL w/TUBEBACK TO STRUCTURE

2"

TAPERED INSULATION

METAL CEILING

BONDED METAL PANEL

3 5/8" METAL STUD

1/2" GYP SHEATHING

DRIP


6" METAL STUD

5/8" GWB

ALUMINUM CURTAINWALL SYSTEM

10

' -

0"

3 5/8" METAL STUDSBETWEEN STRUCTURALFRAMING

1' - 4"

3' -

4"

8"

STRUCTURAL STOOP

LED STRIP LIGHTAT MULLION ABOUT VESTIBULE


A303

5


2

BATT INSULATION

2

2

FIRST LEVEL

100' - 0"

T.O. CLASSROOM WALL

114' - 0"

T.O. ENTRY ROOF

119' - 10"

T.O. WOOD SIDING

116' - 0"

T.O. EYEBROW

110' - 8"

T.O. MEDIA WALL

120' - 1 3/8"

T.O. WALL

116' - 0"

T.O. SIDING

116' - 0"

T.O. STEEL

118' - 4"

Level 1100' - 0"


98.9 High Roof Framing118' - 0"


WOOD BLOCKING

MEMBRANE ROOFING



COVER BOARD

3' - 0"

TAPERED INSULATION

METAL CEILING

BONDED METAL PANEL

3 5/8" METAL STUD

1/2" GYP SHEATHING

DRIP


6" METAL STUD

5/8" GWB


THRU WALL SCUPPER

METAL CAP FLASHING BEYOND AT MEDIA

THRU-WALL FLASHING w/TERMINATION BAR & COUNTERFLASHING


VAPOR BARRIER

5/8" GWB

SOLID SURFACE SILL

SEALANT

BATT INSULATION

FLASHING & SEALANT

PROTECTION BOARD


11"

GYP. BD. SOFFIT BEYOND

3 5/8" METAL STUDSABOUT STRUCTURE


WINDOW AND DOORS AT MEDIACENTER BEYOND

GWB CIRCLE w/6" METAL STUDS HUNG w/CABLE


BATT INSULATION

22

2

FIRST LEVEL

100' - 0"

T.O. CLASSROOM WALL

114' - 0"

T.O. WOOD SIDING

116' - 0"

T.O. EYEBROW

110' - 8"

T.O. MEDIA WALL

120' - 1 3/8"

T.O. WALL

116' - 0"

T.O. SIDING

116' - 0"

T.O. STEEL

118' - 4"

1' -

10

"

THRU WALLSCUPPER

DRIP

Level 1100' - 0"


5 74.6 High Roof Framing118' - 0"

METAL CAP FLASHING BEYOND AT MEDIA

ACOUSTICAL CEILING

2 1/2" METAL STUD SOFFIT

CONTROL JOINT

GYP BD SOFFIT BEYOND

CORNER OF WALL AT CORRIDOR

ALUMINUM DOOR AND WINDOW

COLUMN BEYOND

BOX BEAM -(2) 6" AND (2) 8" METAL STUDS

POLYCARBONATE PANEL w/1" SPACERS & BUTTONS

METAL CEILING

VAPOR BARRIER

5/8" GWB

SOLID SURFACE SILL

BATT INSULATION

THRU-WALL FLASHING w/TERMINATION BAR & COUNTERFLASHING


FLASHING & SEALANT

PROTECTION BOARD



BACKER ROD AND SEALANT

GWB WRAPPED BEAM

GWB WRAPPED BOX BEAM(2)3 5/8" AND (2)6" METAL STUD AT EACH PANEL

TECTUM CIRCLE w/UNISTRUCT(GWB2) TYPICAL

TECTUM (GWB2) CIRCLE BEYOND


9"

2

BATT INSULATION

CLOSED CELL SPRAY FOAM INSULATION w/AIR & VAPOR BARRIER 2

FIRST LEVEL

100' - 0"

T.O. CLASSROOM WALL

114' - 0"

23

FINISHED GRADE

4" CMU BLOCK w/TIES

THRU-WALL FLASHING




GROUT CORE SOLID



1' - 8"

3' -

4"

1" AIR SPACE

1' -

4"

FACE BRICK(FB-1) w/TIES

ACOUSTICAL CEILING

8' -

5 3

/8"

5/8

"4

' -

10

"

3 1

/4"

THRU-WALL FLASHING

2" CONT INSULATION


1/2" GYP SHEATHING




WOOD BLOCKING1/2" GYP SHEATHING

PROTECTION BOARD


PRECAST CONCRETEBAND

3 5/8"

MORTAR NET


A303

6

A303

7

A303

8


2

T.O. STEEL

118' - 4"

DE



WOOD BLOCKING

EPDM MEMBRANE ROOFING



COVER BOARD

3' - 0"

1' -

10

"2

"

TAPERED INSULATION

BONDED METAL PANEL

3 5/8" METAL STUD

1/2" GYP SHEATHING

DRIP

6" METAL STUD

5/8" GWB



LINE OF WALL BEYOND

BACKER ROD & SEALANTPROVIDE PRIMARY & SECONDARY


2

BATT INSULATION2

FIRST LEVEL

100' - 0"

23

FINISHED GRADE

4" CMU BLOCK w/TIES

THRU-WALL FLASHING




GROUT CORE SOLID



1" AIR SPACE

1' -

4"

MORTAR NET


FACE BRICK (FB-1) w/TIES

2" RIGID INSULATION


1/2" GYP SHEATHING

6" METAL STUD

BATT INSULATION

VAPOR BARRIER

5/8" GWB


2

23

ACOUSTICAL CEILING

5/8

"

THRU-WALL FLASHING

2" CONT INSULATION


1/2" GYP SHEATHING


1" AIR SPACE

FACE BRICK (FB-1)w/TIES

PRECAST CONCRETE BAND SEE STRUCTURAL FOR CONNECTIONS

5/8" GWB

6" METAL STUD

BATT INSULATION

VAPOR BARRIER

T.O. CLASSROOM WALL

114' - 0"

23

3 1

/4"



WOOD BLOCKING1/2" GYP SHEATHING

PROTECTION BOARD


PRECAST CONCRETEBAND SEE STRUCTURAL FOR CONNECTION

3 5/8"

2

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DRAWN:

NO.

DATE

DESCRIPTION

BY

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CHECKED:

PROJ. MNGR:

JOB NUMBER

DATE

EN

GIN

EE

RS

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A303

SC

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3/4" = 1'-0"

1A303


2A303


3A303


4A303

WALL SECTION

1 1/2" = 1'-0"

5A303


6A303


7A303

ENLARGED DETAIL

1 1/2" = 1'-0"

8A303

ENLARGED DETAIL

FIRST LEVEL

100' - 0"

T.O. GYM WALL

130' - 0"

Level 1100' - 0"


1 High Roof Framing118' - 0"

Gym Roof Framing128' - 0"

2' - 0"





MAT AT BASKETBALL HOOPS

3' -

0"

8"

4"

1' - 2"

4" 4" 6"


EXISTING FOOTING


EXISTING ROOF

EMBED PLATE

FILL VOID w/FLOWABLE FILL (SEE STRUCTURAL)

SLAB OVER FLOWABLE FILL


WOOD BLOCKING

PROTECTION BOARD



EMBED PLATE

CONCRETE SLABON DECK

METAL DECK

3 5/8" METAL STUD FRAMING ANCHORED TO PRECAST CONCRETE w/SLEEVE ANCHORS


FLASHING

DRIP EDGE

3/4" SHEATHING

ICE & SHIELD WRAP

METAL STANDING SEAM ROOFING

MEMBRANE FLASHING

TERMINATION BAR

SEALANT

PRECAST CONCRETE PANEL

A305

2

1' -

3"

BATT INSULATION


2

T.O. GYM WALL

130' - 0"

Level 1100' - 0"


6 7 8 High Roof Framing118' - 0"

Gym Roof Framing128' - 0"

1' - 2"

4"6"




EMBED PLATE

MAT AT BASKETBALL HOOPS

PROTECTION BOARD



METAL DECK


WOOD BLOCKING

EMBED PLATE

CONCRETE SLABON DECK


PROTECTION BOARD

TERMINATION BAR

SEALANT

COLUMN BEYOND

FURRING ABOUT COLUMN

4"

GWB SOFFIT BEYOND

3' - 0"

1' -

0"


PRECAST CONCRETEPANEL

1' -

3"


2

T.O. CLASSROOM WALL

114' - 0"

Level 1100' - 0"


BB



PROTECTION BOARD

1/2" GYP SHEATHING

3' -

4"


WOOD BLOCKING


2" RIGID INSULATION

1/2" GYP SHEATHING


BATT INSULATION

6" METAL STUD

1' - 8"

1/2" GYP SHEATHING


3 5/8" METAL STUD

TRIM AND DRIP




WALK (SEE CIVIL)

WALL BEYOND

BOX BEAM (2)6" AND(2)8" METAL STUDS

SEALANT (BOTH SIDES)

ALUMINUM DOOR AND WINDOW SYSTEM

GYP BD CEILING

T.O. MEDIA WALL

120' - 1 3/8"

Level 1100' - 0"




EXISTING FOOTING


EXISTING ROOF


PROTECTION BOARD

1/2" GYP SHEATHING


WOOD BLOCKING


2" RIGID INSULATION

1/2" GYP SHEATHING


BATT INSULATION

6" METAL STUD

CONCRETE SLAB ON GRADE SLOPED FLOOR

CONCRETE SLAB ON GRADE AT LANDING

THRU-WALL FLASHING


STUD KICKER


GWB SOFFIT BEYOND

2 HR FIRE RATED WALL

FIRE RATED DOOR AND FRAME


INSULATION BD

ROOF MEMBRANE


1' -

0"


2

PRECAST CONCRETEPANEL

PRIMARY AND SECONDARY SEALANT AT EXTERIOR FACE OF PRECAST

SEALANT AT INTERIOR FACE OF PRECAST

6"

4"

4"

1' -

2"

RIGID INSULATION

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SHEET

DRAWN:

NO.

DATE

DESCRIPTION

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PROJ. MNGR:

JOB NUMBER

DATE

EN

GIN

EE

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11−22−2017

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MU

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SE

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ION

S

3/4" = 1'-0"

1A304


2A304


3A304


4A304

WALL SECTION

1 1/2" = 1'-0"

5A304

TYPICAL PRECAST JOINT

2

FIRST LEVEL

100' - 0"

T.O. MEDIA WALL

120' - 1 3/8"

T.O. STEEL

118' - 4"

Level 1100' - 0"


5 7 High Roof Framing118' - 0"

5


EXISTING FOOTING


EXISTING ROOF



ACOUSTICAL CEILING

METAL CEILING

THRU-WALL FLASHING

2x BLOCKING w/1/2"PLYWOOD

SEE DETAIL 14/A503FOR FINISHES


PROTECTION BOARD

1/2" GYP SHEATHING


WOOD BLOCKING


2" RIGID INSULATION

1/2" GYP SHEATHING


BATT INSULATION

6" METAL STUD

THRU-WALL FLASHING


STUD KICKER



INSULATION BD

ROOF MEMBRANE


1' -

0"

LOWER ROOF BEYOND

GYP BD CEILING

2' -

0"

2 1/2"


2



EXISTING ROOF

3 5/8" METAL STUD FRAMING ANCHORED TO PRECAST CONCRETE w/SLEEVE ANCHORS


FLASHING

DRIP EDGE

3/4" SHEATHING

ICE & SHIELD WRAP

METAL STANDING SEAM ROOFING

MEMBRANE FLASHING

TERMINATION BAR

SEALANT

1' -

3"

CLOSED CELL SPRAY INSULATION w/AIR & VAPOR BARRIER

BATT INSULATION

WEEP AT PRECAST JOINTS

SEALANT AT PRECAST JOINTS

2

2

2"

TAPERED EDGE

ROOF DRAIN

30" SQUARE MINIMUM,FLASHING SET ON

FINISHED ROOF IN MBFLASHING CEMENT.

ROOF MEMBRANE

RECOVERY BOARD

MB FLASHING CEMENT

WOOD NAILER

FASTENER

PROVIDE SLEEVE ATOVERFLOW DRAIN

2" INSULATION, MIN. ATROOF DRAIN LOCATIONS

1/2" MIN.

3' -

0"

- F

RA

ME

OP

EN

ING

3' -

8 1

/2"

- O

VE

R A

LL

THERMALLY BROKEN CURB W/ INTEGRAL CAP FLASHING 11 GA.

ALUMINUM (CORNERS FULLY WELDED

3" POLYISOCYANURATE CURB INSULATION

3" POLYISOCYANURATE COVER INSULATION

THERMALLY BROKEN COVERED - 11 GA. ALUMINUM,

3' - 0"

3' - 8 1/2"

BILCO E-50TB - THERMALLY BROKEN ROOF HATCH OR APPROVED EQUAL

PLAN

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NO.

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CHECKED:

PROJ. MNGR:

JOB NUMBER

DATE

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3/4" = 1'-0"

1A305

WALL SECTION 1 1/2" = 1'-0"

2A305

ENLARGED DETAIL

1 1/2" = 1'-0"

3A305

ROOF DRAIN

3/4" = 1'-0"

4A305

ROOF HATCH

ie design

ieDesign Logo

A121E2 4A5011A50211 2A121E3 5A502 612 13A502 1514 19 AREA BAREA ERUBCPTSIMSIM RUBCPT13 LOCKERS 29 LOCKERS29 LOCKERS 13 LOCKERS

A/V STOR.OFFICE68 SFDRESSING69 SFDRESSING1111 SFCORR1806 SFPLATFORM99 SFVEST.BREAK-OUT98 SFBOARD ROOM458 SF PRE-K949 SFRECEPT.500 SFPRE-KE119BREAKOUTE115BREAKOUTE109 CORRIDORE141BOYSE106GIRLSE107 ??RECEPTIONE102 VEST.102A/V STOR. CORRIDOR225CORRIDOR103BOFFICEWK RM STAGE235DRESSING237DRESSING236 STAGE235

TYPE "D"

FULLGLASS

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

(SEE SCHEDULE)

VARIES

TYPE "B"

NARROWLITE

(SEE SCHEDULE)

VARIES

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

TYPE "E"

2 PANELGLASS

(SEE SCHEDULE)

VARIES

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

(SEE SCHEDULE)

VARIES

TYPE "A"

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

TYPE "OH-C"

(SEE SCHEDULE)

VARIES VE

RIF

Y (

SE

E S

CH

ED

UL

E)

TYPE "C"

HALF GLASS

(SEE SCHEDULE)

VARIES

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

NOTE: SEE DETAIL SHEET A603

NOTE:1. RATED OPENINGS - GLASS TO BE

CLEAR FIRE RESISTIVE TEMPERED GLASS (TYP.) - NO WIRES

2. INTERIOR NON-RATED OPENINGS -GLASS TO BE CLEAR TEMPERED GLASS (TYP.) - NO WIRES

3. EXTERIOR OPENINGS - GLASS TO BE 1" INSULATED

2"

(SEE SCHEDULE)

VARIES 2"

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

2"

TYPE "1" TYPE "3"

2"

(SEE SCHEDULE)

VARIES 2"VERIFY 2"

2"

VE

RIF

Y2

"

VE

RIF

Y (

SE

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CH

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UL

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2"

4"

2' -

6"

SEE PLAN FOR OPPOSITE HANDING

2"

(SEE SCHEDULE)

VARIES 2"

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

4"

TYPE "2"

5' - 0" ± (VERIFY)

TYPE "4"

VE

RIF

Y (

SE

E S

CH

ED

UL

E)

2"

5' - 2" ± (VERIFY)

1' -

10

"2

"

2"

(SEE SCHEDULE)

VARIES 2"1' - 10" 2"

4"

2' -

6"

2"

4' -

0"

HM HM HM HM

"OWP-1" @ MUSIC E182

NOTE: SEE DETAIL SHEET A410 FOR BULKHEAD @ OPERABLE WALL

FIELD VERIFY

33' - 11"

12

' -

0"

FIELD VERIFY

38' - 6"

10

' -

4"

"OWP-2" @ STAGE 135

NOTE: SEE DETAIL SHEET A410 FOR BULKHEAD @ OPERABLE WALL

TYPE "IA"

3' -

2"

4' -

0"

4' - 0"

7' -

2"

2"

2"

2" 2"

TYPE "IB"

SE

E IN

T. E

LE

V

VA

RIE

S3

' -

0"

2"

2"

2' - 6"

2" 2"

TYPE "IC"

7' -

2"

3' -

2"

4' -

0"

2"

2"

4' - 0"

2" 2"

HM HM HM

TYPE "AA" TYPE "BB" TYPE "CC"

9' -

2"

8"

8' -

6"

2"

3' -

4"

2"

2' -

11

" 2"

1' -

7"

2"

7' - 8"

2" 3' - 7" 2" 3' - 7" 2"

SE

E E

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. E

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V

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RIE

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0"

2"

2"

3' - 0"

2" 2"

SE

E E

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V2

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0"

2"

2"

4' - 0"

2" 2"

ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT

9' -

2"

2"

6' -

10

"2

"1

' -

10

"2

"

13' - 3 1/2"

2" 3' - 10 7/8" 2" 3' - 10 7/8" 2" 3' - 0" 2" 1' - 10"

9' -

2"

2"

4' -

1"

2"

1' -

11

"

2"

2' -

6"

2"

5' - 4 3/4"

6" 4' - 8 3/4" 2"

10

' -

2"

2"

6' -

10

"2

"2

' -

10

"2

"

17' - 6"

2" 4' - 2" 2" 4' - 2" 2" 4' - 2" 2" 4' - 2" 2"

3' - 0" 2" 1' - 0"

6' -

0"

2"

3' -

8"

2"

1' -

10

"2

"

21' - 6"

4 1/2"

2"

1' - 10"

2"

1' - 10" 2" 5' - 4" 2" 1' - 10" 2" 4' - 5" 2"4' - 10 1/2"

6' -

0"

2"

3' -

8"

2"

1' -

10

"2

"

2" 3' - 2" 4 1/2"

3' - 8 1/2"

6' -

0"

2"

3' -

8"

2"

1' -

10

"2

"

14' - 11 7/8"

2" 5' - 3" 2"1' - 10"2"1' - 10"2" 5' - 0 3/8" 4 1/2"

2"

3' -

8"

2"

1' -

10

"

6' -

0"

2"

13' - 5"

4 1/2" 3' - 5 1/2"

2"

1' - 10"

2"

1' - 10" 2" 5' - 3" 2"

17

' -

8"

2"

6' -

10

"

2"

2' -

9" 2

"

1' -

10

"

2"

5' -

5"

2"

20' - 8"

6" 2' - 8 1/2"

2"

6' - 0"

2"

1' - 2"

2"

6' - 0"

2"

3' - 5 1/2" 2"

17

' -

8"

2"

6' -

10

"

2"

2' -

10

" 2"

1' -

10

"

2"

5' -

4"

2"

8' - 11 1/4"

2" 2' - 6"

2"

2' - 10 1/2"

2"

2' - 6 3/4" 6"

10

' -

2"

7' -

0"

2"

2' -

10

"2

"

17

' -

8"

2"

6' -

10

"2

"2

' -

10

"

2"

1' -

10

"2

"5

' -

4"

2"

7' - 6 1/4" 10' - 3 3/4"

2" 3' - 0" 2" 3' - 8 1/4" 6" EQ 2" 6' - 0" 2" EQ 2"

2' -

8"

2"

2"

17' - 4 1/4"

2" 3' - 3 5/8"

2"

3' - 4"

2"

3' - 4"

2"

3' - 4"

2"

3' - 0 5/8" 2"

2' -

8"

8' - 3"

2"

2"

2"EQ

2"

2' - 10"

2"

EQ2"

13' - 9 1/4"

2"

2' - 5 1/4"

2"

3' - 4"

2"

3' - 10"

2"

3' - 4" 2"

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432−002

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DOOR AND FRAME SCHEDULE

DOORNO. ROOM NAME

DOORS FRAMES

HW SET LABEL REMARKSWIDTH HEIGHT TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB

138 IT CLOSET 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 31.0

144 IT COORD 3' - 0" 7' - 0" C WD ST-1 1 HM PT-2 B A 24.0

145B SUPER ASSIST 3' - 0" 7' - 0" B WD ST-1 3 HM PT-2 B A 24.0

145C SUPER 3' - 0" 7' - 0" B WD ST-1 3 HM PT-2 B A 24.0

145D HS PRIN 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 24.0

146.1 WORK ROOM 3' - 0" 7' - 0" B WD ST-1 1 HM PT-2 P N 32.0 90 MIN

146.2 WORK ROOM 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 32.0

146A.1 ES PRIN 3' - 0" 7' - 0" B WD ST-1 3 HM PT-2 B A 24.0

146A.2 ES PRIN 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 P N 25.0 90 MIN

146B STOR 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 21.0 45 MIN

146C TLT 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 28.0

146D TLT 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 28.0

147 ES BEHAVIORAL 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E101A VEST 6' - 0" 7' - 0" C ALUM PREFIN HH ALUM PREFIN -- -- 3.0 SEE 300 SERIES WALL SECTIONS

E101B VEST 6' - 0" 7' - 0" C ALUM PREFIN HH ALUM PREFIN -- -- 4.0 SEE 300 SERIES WALL SECTIONS

E101C VEST 6' - 0" 7' - 0" C ALUM PREFIN KK ALUM PREFIN -- -- 1.0 SEE 300 SERIES WALL SECTIONS

E102A RECEPTION 3' - 0" 7' - 0" D ALUM PREFIN KK ALUM PREFIN -- -- 12.0 SEE 300 SERIES WALL SECTIONS

E102B RECEPTION 3' - 0" 7' - 0" D ALUM PREFIN IF ALUM PREFIN -- -- 12.0 SEE 300 SERIES WALL SECTIONS

E103 LOBBY 6' - 0" 7' - 0" B WD ST-1 1 HM PT-2 B A 18.0

E104 CONF. / BOARD ROOM 3' - 0" 7' - 0" D ALUM PREFIN ID ALUM PREFIN -- -- 11.0 SEE 300 SERIES WALL SECTIONS

E108 2ND 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E111 2ND 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E112 KINDERGARTEN 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E113 STOR 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 21.0

E114 TLT 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 29.0



E118 PRE-K 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0







E127A VEST 3' - 0" 7' - 0" E ALUM PREFIN 2/A603 ALUM PREFIN -- -- 7.0 SEE 300 SERIES WALL SECTIONS

E127B VEST 3' - 0" 7' - 0" E ALUM PREFIN 2/A603 ALUM PREFIN -- -- 2.0 SEE 300 SERIES WALL SECTIONS


E129 JAN 3' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 16.0 45 MIN



E136 KINDERGARTEN 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E137 1ST 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E142 1ST 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E143A M.C. & STEM LAB 6' - 0" 7' - 0" D WD ST-1 3 HM PT-2 B A 10.0

E143B M.C. & STEM LAB 3' - 0" 7' - 0" D ALUM PREFIN ALUM PREFIN -- -- 6.0 SEE 300 SERIES WALL SECTIONS

E144 OFFICE 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 24.0

E146A CORRIDOR 6' - 0" 7' - 0" A WD ST-1 1 HM PT-2 P N 19.0 90 MIN

E146B CORRIDOR 6' - 0" 7' - 0" A WD ST-1 1 HM PT-2 P N 19.0 90 MIN

E147 OFFICE 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 24.0

E148A STAFF COLLABORATION 3' - 0" 7' - 0" B WD ST-1 1 HM PT-2 B A 24.0

E148B STAFF COLLABORATION 3' - 0" 7' - 0" D WD ST-1 4 HM PT-2 B A 27.0

E148C STAFF COLLABORATION 3' - 0" 7' - 0" D WD ST-1 4 HM PT-2 B A 27.0

E149 OFFICE 3' - 0" 7' - 0" B WD ST-1 3 HM PT-2 B A 24.0



E153A MECH 6' - 0" 7' - 0" A HM PT-2 1 HM PT-2 B A 13.0

E153B MECH 3' - 0" 7' - 0" A HM PT-3 1 HM PT-3 B A 9.0

E154 OUTDOOR STOR 6' - 0" 7' - 0" A HM PT-3 1 HM PT-3 B A 8.0

E156 JAN 3' - 0" 7' - 0" A HM PT-2 1 HM PT-2 B A 16.0 45 MIN

E159A CORRIDOR 6' - 0" 7' - 0" A WD PT-2 1 HM PT-2 B A 18.0

E159B CORRIDOR 6' - 0" 7' - 0" A1 WD ST-1 2 HM PT-2 P N 20.0 90 MIN

E161 CORRIDOR 6' - 0" 7' - 0" A WD ST-1 1 HM PT-2 B A 18.0

E162 3RD 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E164 3RD 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E166A VEST 3' - 0" 7' - 0" E ALUM PREFIN 2/A603 ALUM PREFIN -- -- 7.0 SEE 300 SERIES WALL SECTIONS

E166B VEST 3' - 0" 7' - 0" E ALUM PREFIN 2/A603 ALUM PREFIN -- -- 2.0 SEE 300 SERIES WALL SECTIONS

E167 5TH 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E171 5TH 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0


E173 4TH 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E177 4TH 3' - 0" 7' - 0" A WD ST-1 3 HM PT-2 B A 23.0

E178A VEST 6' - 0" 7' - 0" D - 4.5 ALUM PREFIN 2/A603 ALUM PREFIN -- -- 1.0 SEE 300 SERIES WALL SECTIONS

E178B VEST 6' - 0" 7' - 0" D - 4.5 ALUM PREFIN 2/A603 ALUM PREFIN -- -- 5.0 SEE 300 SERIES WALL SECTIONS

E179A MULTI-PURPOSE 6' - 0" 7' - 0" A HM PT-2 1 HM PT-2 B A 33.0

E179B MULTI-PURPOSE 6' - 0" 7' - 0" A1 HM PT-2 2 HM PT-2 B A 33.0

E179C MULTI-PURPOSE 6' - 0" 7' - 0" A1 HM PT-2 2 HM PT-2 B A 33.0

E180 RAMP 3' - 0" 7' - 0" A HM PT-2 1 HM PT-2 B A 34.0

E181A PREP KITCHEN 3' - 0" 7' - 0" B HM PT-2 1 HM PT-2 B A 34.0

E181B PREP KITCHEN 10' - 0" 4' - 8" OH-C ALUM PREFIN -- ALUM PREFIN -- -- 17.0 SEE COUNTER SHUTTER DETAILA603

E182 K-5 MUSIC 3' - 0" 7' - 0" A1 HM PT-2 2 HM PT-2 K J 15.0

E183 GYM STORAGE 6' - 0" 7' - 0" A1 HM PT-2 2 HM PT-2 K J 14.0

1/4" = 1'-0"

1A602

DOOR ELEVATIONS

1/4" = 1'-0"

2A602

DOOR FRAME ELEVATIONS

DOOR AND FRAME SCHEDULE - ALTERNATE NO. 2

DOORNO. ROOM NAME

DOORS FRAMES

HW SET LABEL REMARKSWIDTH HEIGHT TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB

A101 HS MATH 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A102 HS SPED 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A103 HS ENGLISH 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A104 MS / HS SPED 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A110 HS SOCIAL STUDIES 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A112 MS SPED 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A137 CORRIDOR 6' - 0" 7' - 0" B EXIST PT-2 EXIST PT-2 PAINT DOOR AND FRAME ONLY

A139 CORRIDOR 6' - 0" 7' - 0" B EXIST PT-2 EXIST PT-2 PAINT DOOR AND FRAME ONLY

A152 MS / HS MATH 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A153 HS SCIENCE 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A157 BUSINESS 3' - 0" 7' - 0" B WD ST-1 EXIST PT-2 23.0 EXISTING FRAME TO REMAIN

A158 MENS 3' - 0" 7' - 0" Empty EXIST PT-2 PAINT FRAME ONLY - NO DOOR

A159 WOMENS 3' - 0" 7' - 0" Empty EXIST PT-2 PAINT FRAME ONLY - NO DOOR

A160 NURSE 3' - 0" 7' - 0" A WD ST-1 EXIST PT-2 24.0 EXISTING FRAME TO REMAIN 1/4" = 1'-0"

6A602

OPERABLE WALL PARTITION ELEVATIONS

1/4" = 1'-0"

INTERIOR WINDOW ELEVATIONS 3A602

1/4" = 1'-0"

EXTERIOR WINDOW ELEVATIONS 1/4" = 1'-0"

4A602

INTERIOR WINDOW ELEVATIONS 5A602

TYPE "1D" TYPE "1E" TYPE "1F"

1/4" = 1'-0"

7A602

EXTERIOR WINDOW ELEVATIONS

TYPE "DD" TYPE 'EE' TYPE "FF"

B.O. WINDOWELEV = 3'-2"

T.O. WINDOWELEV = 9'-2"

TYPE "GG"

B.O. WINDOWELEV = 3'-2"


1/4" = 1'-0"

8A602

EXTERIOR CURTAINWALL WINDOW ELEVATIONS

TYPE "HH" TYPE "JJ" TYPE "KK"

TYPE "KK"

TYPE "LL"



ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT

NOTE: ALUMINUM STOREFRONT WINDOWS NOTE: ALUMINUM CURTAINWALL

LOCATION OF STRUCTURALSUPPORT PROVIDE ADDITIONAL MULLION IF REQUIRED

2

A502EXISTRUB1041 SF891 SFCORR.1318 SFRES.164 SFSTORSTOR.CORRIDOR139CORR.193CORRIDOR114BCORRIDOR114A

FEDCBA

HG KJ ML

TSRQP

JAMB HEAD

H.M. FRAME - SEALANTALL SIDES - TYP.

SEE FLOOR PLAN FORWALL TYPE - TYP.

WALL WHERE OCCURS

SEE FLOOR PLAN FORDOOR LOCATION - TYP.


BOX HEADER (6"MTL. STUDS @OPENINGS, UP TO 10'-8" - TYP.)



1/4"

JAMB HEAD



WALL WHERE OCCURS

GLASS OCCURS ONCORRIDOR SIDE - TYP.




GLASS OCCURS ONCORRIDOR SIDE - TYP.

1/4"

SILL

H.M. FRAME - TYP.

GLASS OCCURS ONCORRIDOR SIDE -

TYP.

4"

HEAD/SILLJAMB



6" MTL. STUDS BOXHEADER - TYP.


TRACK FOR GLASS TOBE RECESSED INTOFRAME - TYP.

TRACK FOR GLASS TOBE RECESSED INTO

FRAME - TYP.


I NOT USED

O NOT USEDN

U V W X

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TY

PE

S

SE

E W

AL

L

SEALANT- EA. SIDE& ALL AROUND, TYP.

HOLLOW METAL FRAME

BULLNOSEMASONRY UNIT

WALL-SEEPLAN FOR TYPE

JAMB

1"

1"

TYPES

SEE WALL

SEALANT- EA. SIDE& ALL AROUND, TYP.

HOLLOW METAL FRAME

BULLNOSEMASONRY UNIT

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4"

HEAD

1"1"

NOT USED

JAMB



WALL WHERE OCCURS


1/4"

HEAD





COUNTER SHUTTER DETAILS1 1/2" = 1'-0"

HEAD

JAMB

COUNTER SHUTTER GUIDE

STAINLESS STEEL COUNTER BELOW

HOLLOW METAL FRAME

BOTTOM BAR

COUNTER SHUTTER GUIDE AT JAMB

SILL

CEILING, SEE REFLECTED CEILING PLAN FOR ELEVATION AND MATERIAL

COUNTER SHUTTER HOOD, SUPPORTED AT JAMBS BY CMU

SEE FLOOR PLANS FOR WALL TYPES

REINFORCED BOND BEAM HEADER @ OPENING & GROUT SOLID

SEALANT, EA. SIDE

HOLLOW METAL FRAME

STAINLESS STEEL COUNTER BELOW

FACE OF WALL BEYOND

STAINLESS STEEL SILL &SUPPORT BY SHUTTER MFG'R

SEE FLOOR PLANSFOR WALL TYPES

T.O. SILLEL.: 2'-8"

T.O. OPENINGEL: 7'-4"

REINFORCED & GROUT CORE SOLID AT JAMB

T.O. CEILINGEL: 10'-0"

9' -

2"

2"

6' -

10

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"1

' -

10

"2

"

9' - 0"

2" 1' - 2" 2" 6' - 0" 2" 1' - 2" 2"

7' -

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7' -

0"

2"

6' - 0"

2" 3' - 0"

2"

2' - 6" 2"

7' -

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4"

2' -

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2"

4' -

0"

2"

9' -

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7' -

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2"

1' -

10

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3' - 4"

2" 2"

NOTE:1. RATED OPENINGS - GLASS TO BE

CLEAR FIRE RESISTIVE TEMPERED GLASS (TYP.) - NO WIRES

2. INTERIOR NON-RATED OPENINGS -GLASS TO BE CLEAR TEMPERED GLASS (TYP.) - NO WIRES

3. EXTERIOR OPENINGS - GLASS TO BE 1" INSULATED

1 1/2" = 1'-0"

1A603

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2A603

EXTERIOR DOOR ELEVATIONS

MARK "E178A & E178B"

ALUMINUM STOREFRONT

MARK "E166A & E166B"

ALUMINUM STOREFRONT

MARK "E127A & E127B" REVERSED

MARK "E143B"

ALUMINUM STOREFRONT

2

2

ADDENDUM NUMBER TWO Griswold CSD - School … - Addendum Number Tw… · ADDENDUM NUMBER TWO...

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Transcript of ADDENDUM NUMBER TWO Griswold CSD - School … - Addendum Number Tw… · ADDENDUM NUMBER TWO...