ADDENDUM NO. 1

PROJECT:

Date: January 21, 2021

Buchanan CTE Classroom Bldg

DISTRICT

PROJECT LOCATION:

DSA APP. NO.:

FILE. NO.:

CLOVIS UNIFIED SCHOOL DISTRICT

1560 N. MINNEWAWA AVE

CLOVIS, CA 93619

02-118528

19-36

JEFFREY S. BERRIOS

Project Architect

This Addendum forms a part of the Contract Documents. It modifies the original Project Manual and Drawings, as well as any Addendum previously issued, as noted below. Bidders are required to acknowledge receipt of this Addendum in the space provided in the proposal form. Failure to acknowledge receipt of each addendum may subject bidder to disqualification.

This Addendum forms a part of the Contract Documents. It modifies the original Project Manual and Drawings, as well as any Addendum previously issued, as noted below. Bidders are required to acknowledge receipt of this Addendum in the space provided in the proposal form. Failure to acknowledge receipt of each addendum may subject bidder to disqualification.

SPECIFICATIONS

Item No. 1-01	Pre-	-RFI Log Responses

Item No. 1-02	Added Specifications Sections:

09 67 00 - FLUID APPLIED FLOORING FOR CONCRETE

DRAWINGS

ARCHITECTURAL

Item No. 1-03	Provide Door Hardware for Door Opening W111E listed as the following:

6	Hinge
2	Flush Bolt
1	Dust Proof Strike 1	Storeroom Lock 2	Stop
2	Silencer

T4A3786
555 (12"-24" as required) 570
ND96 R D SPA D145 50-210 400/403/441H (asrequired) 608

US26D	MK US26D	RO US26D	RO 626	SC US26D	RO
RO

Item No. 1-04	Refer to attached Addendum Drawing AD1-A01.

as shown in Building

Item No. 1-05

Item No. 1-06

Refer to attached Addendum Drawing AD1-A02. South Interior Elevation from Classroom W101 is provided to clarify paint finish as shown clouded.

Refer to attached to Addendum Drawing AD1-A03. This drawing replaces Sheet A9.20 and is modified as shown clouded.

End

No.
1
2
3
4
5
6

SIM-PBK
Contractor
Date Rec'd
Pre-Bid RFI - Description
Pre-Bid RFI Response
Date
Responded
Saleh Co.
1/5/2021
I could not find the High Performance Coating, specification 09 99
60, referenced on the Finish floor plan, page AW2.20. Please
provide.
1/14/2021
Saleh Co.
1/5/2021
so what type of finish.
The reflected ceiling plan, page AW3.10, shows a pipe grid indicated The connector strips and brackets should all com
e-finished. The pipe
for a “Black Finish.” Please confirm if this is a field paint finish and if battens shall be field painted by the general con
. - SIM-PBK
1/20/2021
Saleh Co.
1/5/2021
The reflected ceiling plan, page AW3.10, shows several EXP
(EXPOSED TO DECK) ceilings. There is no indication that these
paint. Please clarify if these are to paint or to remain unfinished.
All exposed framing shall be painted black. Exp
eck shall also have batt
insulation with Black Poly Scrim. . -SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Window Type FF1: Please confirm that Window Type FF1 has a
structural midpoint attachment per Building Section 2/AW6.10 and
Elevation F/SW4-12.
We understand this question to be asking about
ngled ceiling in Room
W109. This ceiling is a suspended ceiling from
of framing / roof deck. It
is not attached to the exterior storefront window.
ide a decorative sheet
metal close angle between the susupsend ceilin
the storefront window per
detail provide in the Addendum.
Also, W
w type FF1 requires DSA
Deferred Approval. Steel Reinforcing of this win
rame will be required.
Contractor shall be repsonsible for attaining a C
ia liscensed Structural
Engineer to structurally design, prepare appropr
op drawings, and provide
documents for DSA Deferred submission and ap
l. -SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Energy Compliance: Spec. Section 088000_2.2_A specifies glass
with ‘Solarban 70XL (2) Starphire + Clear’, which will not meet the
Title 24 fenestration assembly requirements delineated on Sheet
MX.2. Additionally, Spec. Section 08800_4.1_A refers to glass type
GL1—this glass type does not include a specified low-e coating and
glass type GL1 is not referenced on the plan set. General Note
#2/AW5.10 states “All exterior glazing to be: Glazing Type I, Graylite
II + Solarban 67 (3) Clear, U.N.O.” The center-of- glass U-factor and
SHGC (0.29, 0.12, respectively) of Glazing Type I match the Title 24
fenestration values delineated on Sheet MX.2, but when installed in
the storefront and curtainwall systems, Glazing Type I will not meet
said Title 24 fenestration assembly-- frame, glass, and spacer--
performance values. Please confirm that Glazing Type I per Note
#2/AW5.10 is required for all exterior glazing.
Disregard the 1" insulated glass unit type refere
n spec section 08 80 00.
All exterior glazing, non spandrel glass, shall be
ed on Sheet AW5.10 and
General Notes.
Refer to Pre-Bid RFI#12 respo
r clarification of the
exterior spandrel glass.- SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Window Types FF3 & FF4: In the absence of details and given that
no structural post is shown (see Gridline G, intersections 1 & 4, on
Sheets AW2.10 & SW2-10), please confirm that Window Types FF3
& FF4 are joined by a storefront corner mullion
FF3 & FF4 shall be joined by storefront corner mullion. Butt joint glazing at
corner. - SIM-PBK
1/20/2021
Pre Bid RFI's
Buchanan CTE New Classroom Building
Refer to finish schedule and Legend on sheet AW2.20. EF1 finish shall be Fluid Applied
floor coating per specification section 09 67 00, Fluid Applied Flooring For Concrete. This
specification section is being added via Addendum. -SIM-PBK
SIM-PBK	ADDENDUM #1	JANUARY 21, 2021

7
8
9
10
11
12
13
to take this off.

Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Storefront Type: Storefront Details 6, 7, 11, 12, & 17 show a
storefront system with double thermal breaks, but Spec. Section
084113_2.1_A refers to the aluminum storefront Basis of Design to
be Kawneer Trifab 451/451T, which is a nonthermal and a single-
thermal break storefront system, respectively. Please confirm that a
storefront system with a single thermal break (such as Kawneer
451T) is required.
Refer to revised / replaced sheet A9.20, via Addednum, for indication of
Storefront and curtain wall frame profiles for each window type. - SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Aluminum Storefront Compensating Channel: Detail 17/A10.80
shows compensating channel at the aluminum storefront head.
Window Types FF3, FF4, & FF5 reference this Detail. These
storefront openings have relatively small widths and do not require
compensating channel. Please confirm that aluminum storefront
compensating channel is required only at Window Types FF2 & FF6.
Provide compensating channel at all exterior win
- SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/14/2021
Aluminum Storefront & Curtainwall Finishes: Spec. Section
084113_2.3_A specifies Class I Clear Anodized finish for the
aluminum storefront, while Spec. Section 084413_2.7_A specifies
Class I Color Anodized Finish, with the color to be selected by
Architect. Please confirm that the Aluminum Storefront is to be Class
I Clear Anodized
finish and the Aluminum Curtainwall system is to be Color Anodized
All storefront and curtain walls shall be clear ano
finish. - SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/18/2021
Window Types FF7 & FF8: Window Types FF7 & FF8 are located
within the interior of the building, and no details are given for these
storefront types. Since they are located within the interior of the
building, please confirm that a 1 ¾” x4 ½” center-glazed aluminum
storefront system (such as Kawneer 450) with ¼” clear glazing is
required for Window Types FF7 & FF8.
Refer to revised / replaced sheet A9.20, via Add
m, for indication of
Storefront and curtain wall frame profiles for eac
dow type. Interior window
type is clarified in this revised sheet. - SIM-PBK
1/20/2021
Seals Construction,
Inc.
1/15/2021
Specification Section 08 8733 indicates Decorative Window Films to
be provided as a part of the project. Plan Sheets AW8.10 – AW8.12
include a legend indicating Glazing and Decorative Films – See
Window Schedule. Plan Sheet A9.20 – Window Types does not
appear to indicate where the Decorative Films are to be applied.
Please clarify the extent of where the Decorative Films are to be
applied, if anywhere, as well as any specialized graphics that may
apply to this scope of work.
Disregard all references to Decorative Window f
Decorative Window film is
not in this project. - SIM-PBK
1/20/2021
Davis Moreno
Construction-
ATASCADERO
GLASS
1/15/2021
Spandrel Glass: Spec. Section 088000_4.1_B refers to glass type
‘SP’, but Glass Type ‘SP’ is not referenced on the plans. The
‘Legend - Exterior Elevations’/AW5.10 as well as the ‘Legend -
Windows’/A9.20 both refer to ‘Low-E Spandrel Glazing to match
Glazing Type I.’ Glazing Type I is found in General Note #2/AW5.10
and is delineated as ‘Graylite II + Solarban 67 (3) Clear.’ Please
confirm that the spandrel glazing type is to be Graylite II + Clear
Solarban 67 #3 with Spandrel opaci-coat #4.
The spandrel glazing type shall be Graylite II + C
Solarban 67 #3 with
Spandrel opaci-coat #4. - SIM-PBK
1/20/2021
Seals Construction,
Inc.
1/18/2021
At Roof Framing Plan SW3.10 located at gridline 1&4 on F line, it is
shown to be a Wood Post and likewise on Foundation, yet on
Architectural details 2&6/AW7.10 it indicates a steel column. There
is also no detail shown for Post to GLB. Please advise which it is
correct Wood or steel and supply details and information to be able
Columns on grid line 1/F and 4/F are wood columns as shown on structural
plans. Provide "Simpson" Beam to Post saddle connections at these columns.
Parrish-Hansen & SIM-PBK.
1/20/2021
SIM-PBK	ADDENDUM #1	JANUARY 21, 2021

14
15
16
17

Jboone Mechanical
1/18/2021
Please clarify if this project requires 3D BIM modeling/coordination
stated in Specification Reference: 01 31 00
BIM modeling is not required. It is recommended, if possible. Relative to
cordinating mechincal ductwork, ductwork work shall be held and installed as
tight as possible to roof framing. - SIM-PBK
1/20/2021
Seals Construction,
Inc.
1/19/2021
a Hardware Group identified. Please clarify.
Door Schedule – Sheet A9.10 - Door Opening W111E does not have Refer to Addendum for added hardware group for this opening. - SIM-PBK
Seals Construction,
Inc.
1/19/2021
Floor Plan – Sheet AW2.10 appears to show a Window at Control
Room W111 – East Elevation. Interior Elevations – Sheet AW8.11
does not show a Window at this location. Please clarify.
Refer to Addendum for added window type for interior window at the Control
room W111. - SIM-PBK
Davis Moreno Cons.
1/19/2021
There is a discrepancy between the electrical site plan sheet E0.1
and single-line diagram sheet EX0.2. The electrical site plan
keynotes #3 & 4 call to intercept and extend four #350 KCMIL & one
#1/0 GND to the existing Distribution Panel ‘DP-1’ and new Panel
‘HW’ However, the single-line diagram calls to intercept and extend
four #350 KCMIL & one #2 GND to these two panels. Please clarify.
1#2 ground is permitted. - Hardin-Davidson
1/20/2021
19 Graham Prewett
1/20/2021
Specification Section 07 54 20 Scope A.2. Please clarify if there will
be any Polyisocyanurate insulation in the roof system.
No polyisocyanurate insulation is in the roof sys
Provide blown / batt
insulation as shown in the drawings. - SIM-PBK
1/20/2021
20 Graham Prewett
1/20/2021
1.03 A1. Please clarify wind up lift 1-75 or 1-60
Specification Section 07 54 20 Scope A.2 & A.3 Code Requirements Wind up lift requiremnet shall be FM 1-60 as sp
d. - SIM-PBK
1/20/2021
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SIM-PBK	19-36 BUCHANAN HIGH SCHOOL CTE CLASSROOM BUILDING

SECTION 09 67 00

FLUID APPLIED FLOORING FOR CONCRETE

Part 1 GENERAL

1.1	SECTION INCLUDES

A Fluid-applied flooring for Concrete

1.2	RELATED SECTIONS

A Section 03 35 00 - Concrete Finishes

B Section 03 01 00 - Maintenance of Concrete

C Section 09 67 00 - Fluid Applied Flooring for Concrete

D Section 09 96 00 - High-Performance Coatings

1.3	REFERENCES

A SSPC-SP 1 - Solvent Cleaning

B SSPC-SP 2 - Hand Tool Cleaning

C SSPC-SP 3 - Power Tool Cleaning

D SSPC-SP 13 / NACE No. 6 Surface Preparation for Concrete

E ASTM F1869 - Moisture Test by use of Calcium Chloride

F	ASTM D4258 - Standard Practice for CleaningConcrete

G ASTM D4259 - Standard Practice for AbradingConcrete

H ASTM D4260 - Standard Practice for Etching Concrete

I	ASTM D4263 - Plastic Sheet Method for Checking Moisture in Concrete

J ICRI # 310.2 - Surface Preparation of Concrete

FLUID APPLIED FLOORING FOR CONCRETE

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1.4	SUBMITTALS

A Submit under provisions of Section 01 33 00, Submittal Procedures.

B Product Data: Manufacturer's data sheets on each paint and coating product should include:

1 Product characteristics
2 Surface preparation instructions and recommendations 3 Primer requirements and finishspecification
4 Storage and handling requirements and recommendations 5 Applicationmethods
6 Clean-up information

C Selection Samples: Submit a complete set of color chips that represent the full range of manufacturer’s color samples available.

D Coating Maintenance Manual: upon conclusion of the project, the Contractor or paint manufacture/supplier shall furnish a coating maintenance manual, such as Sherwin-Williams “Custodian Paint Maintenance Manual” report or equal. Manual shall include an Area Summary with finish schedule, Area Detail designating where each product/color/finish was used, product data pages, Safety Data Sheets, care and cleaning instructions, touch-up procedures, and color samples of each color and finish used.

1.5	MOCK-UP

Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of painting on theproject.

A Finish surfaces for verification of products, colors, & sheens B Finish area designated by Architect
C Provide samples that designate prime & finish coats
D Do not proceed with remaining work until the Architect approves the mock-up samples

1.6	DELIVERY, STORAGE, AND HANDLING

A Delivery: Deliver manufacturer's unopened containers to the work site. Packaging shall bear the manufacturer’s name, label, and the following list of information:

1 Product name, and type (description) 2 Application & useinstructions
3	Surface preparation 4 VOCcontent
5 Environmental handling and an SDS 6 Batchdate
7 Color number

B Storage: Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. Store materials in an area that is within the acceptable temperature range, per manufacturer’s instructions. Protect from freezing.

C Handling: Maintain a clean, dry storage area, to prevent contamination or damage to the

FLUID APPLIED FLOORING FOR CONCRETE

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coatings.

FLUID APPLIED FLOORING FOR CONCRETE

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1.7	PROJECT CONDITIONS

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not apply coatings under environmental conditions outside manufacturer's absolute limits.

Part 2 PRODUCTS

2.1	MANUFACTURERS

A Acceptable Manufacturer:

The Sherwin-Williams Company 101 Prospect Avenue NW Cleveland, OH 44115
Tel: (800) 321-8194 www.sherwin-williams.com

B. Substitutions: Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 Product Requirements.
When submitting request for substitution, provide complete product data specified above under Submittals, for each substitute product.

2.2	APPLICATION/SCOPE

A Use this article to define the scope of painting if not fully defined in a Finish Schedule or on the drawings. This article must be carefully edited to reflect the surfaces actually found on the project. In some cases, it may be enough to use the first paragraph that says, in effect, "paint everything" along with a list of items not to paint, without exhaustively defining all the different surfaces and items that must be painted.

B If the project involves repainting some but not all existing painted surfaces, be sure to indicate the extent of the repainting.

C The descriptions of each system can also be used to further refine the definition of what is to be coated.

D Surfaces to Be Coated:

Concrete Floors: Light Industrial Duty Concrete Floors: Moderate Duty Concrete Floors: Heavy Duty

FLUID APPLIED FLOORING FOR CONCRETE

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2.3 SCHEDULE INDEX: INTERIOR FLOORING

A Concrete Floors: Light Duty Industrial........................................................................ Page 6 1 Acrylic System
2 Water Based Epoxy Primer / Water Based Epoxy Systems
3 Water Based Epoxy Primer / Water Based Urethane System 4 Epoxy System
B Concrete Floors: Moderate Duty Industrial .................................................................Page 7 1 Water Based Epoxy Primer / Water Based Epoxy System
2 Epoxy Primer / Self-Leveling Epoxy System
3 Epoxy Primer / Self-Leveling Epoxy Decorative Quartz System 4 Water Based Epoxy Primer / Water Based Urethane System
5 Epoxy System
6 Epoxy / Moisture Cure Urethane Systems
C Concrete Floors: Heavy Duty Industrial.......................................................................Page 8 1 Epoxy Primer / Self-Leveling Epoxy System
2 Epoxy Primer / Self-Leveling Epoxy Decorative Quartz System 3 Epoxy / Moisture Cure Urethane System
4 Moisture Cure Urethane System 5 Epoxy / HS Polyurethane

Index of Data pages

DATA PAGES AND SDS SHEETS: (To open any of the Data page Files, please click here)

* Refer to the current SDS/EDS for specific VOCs. VOCs may vary by base and sheen.

FLUID APPLIED FLOORING FOR CONCRETE

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EDIT THIS SCHEDULE TO SELECT PRODUCT AND FINISH DESIRED AND VOC NEEDS

2.3	SCHEDULE

A	Light Duty Industrial: (Is Generally Considered For Industrial Foot Traffic & Handcarts) 1	AcrylicSystems
1st Coat:	ArmorSeal® Tread-Plex™, B90 Series 2nd Coat:     ArmorSeal Tread-Plex, B90 Series 3rd Coat:      ArmorSeal Tread-Plex, B90Series
(1.5 - 2.0 mils dry per coat) (3rd coat optional)

2	Water Based Epoxy Primer / Water BasedEpoxy Systems
1st Coat:	ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 2nd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 3rd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100 Series
(2.0 - 5.0 mils dry per coat)

Alternate
1st Coat:	ArmorSeal Water Based Epoxy Primer/Sealer Clear, B70VQ10 (2.0 – 3.0 mils dry)
2nd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 3rd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100Series
(2.0 - 5.0 mils dry per coat)

3	Water Based Epoxy Primer / Water Based Urethane System
1st Coat:	ArmorSeal 8100 Water Based Epoxy, B70-8100 Series (2.0 - 4.0 mils dry)
2nd Coat: ArmorSeal 1K Water Based Urethane Floor Enamel, B65-775 Series 3rd Coat: ArmorSeal 1K Water Based Urethane Floor Enamel, B65-775 Series
(2.0 - 4.0 mils dry per coat) (3rd coat optional)

4	EpoxySystem
1st Coat:	ArmorSeal 1000 HS Epoxy, B67-2000 Series (2.5 - 4.0 mils dry per coat)
2nd Coat: ArmorSeal 1000 HS Epoxy, B67-2000 Series 3rd Coat: ArmorSeal 1000 HS Epoxy, B67-2000 Series
(3.0 - 5.0 mils dry per coat) (3rd coat optional)

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B	Moderate Duty Industrial: (Is Generally Considered For Wheeled Carts, Frequent Cleaning/Rinsing, Occasional Spills, And Moderate Abrasion)
1	Water Based Epoxy Primer / Water Based EpoxySystems
1st Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 2nd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 3rd Coat: ArmorSeal 8100 Water Based Epoxy, B70-8100Series
(2.0 - 5.0 mils dry per coat)

Alternate
1st Coat: ArmorSeal Water Based Epoxy Primer/Sealer Clear, B70VQ10 (2.0 – 3.0 mils dry)
2nd Coat:     ArmorSeal 8100 Water Based Epoxy, B70-8100 Series 3rd Coat:      ArmorSeal 8100 Water Based Epoxy, B70-8100Series
(2.0 - 5.0 mils dry per coat)

2	Epoxy Primer / Self-LevelingEpoxySystem
1st Coat:	ArmorSeal 33 Epoxy Primer/Sealer, B58-33 Series (7.0 - 9.0 mils dry)
2nd Coat: ArmorSeal 650 SL/RC Self-Leveling Epoxy, B58-650 Series (10.0 - 30.0 mils dry per coat)

3	EpoxyPrimer / Self-Leveling Epoxy Decorative Quartz System 1st Coat:	ArmorSeal 33 Epoxy Primer/Sealer, B58-33 Clear
(10.0 mils wft, broadcast to excess with color quartz) 2nd Coat: ArmorSeal 33 Epoxy Primer/Sealer, B58-33 Clear
(24.0 mils wft, broadcast to excess with color quartz)
3rd Coat: ArmorSeal 650 SL/RC Clear Self-Leveling Epoxy, B58-650 Clear (16.0 mils wft)
4th Coat:	 ArmorSeal 650 SL/RC Clear Self-Leveling Epoxy, B58-650Clear (8.0 mils wft)

4	Water Based Epoxy Primer / Water Based Urethane System
1st Coat:	 ArmorSeal 8100 Water Based Epoxy, B70-8100 Series (2.0 - 4.0 mils dry)
2nd Coat: ArmorSeal 1K Water Based Urethane Floor Enamel, B65-775 Series 3rd Coat: ArmorSeal 1K Water Based Urethane Floor Enamel, B65-775 Series
(2.0 - 4.0 mils dry per coat) (3rd coat optional)

5	EpoxySystem
1st Coat:	ArmorSeal 1000 HS Epoxy, B67-2000 Series (2.5 - 4.0 mils dry per coat)
2nd Coat: ArmorSeal 1000 HS Epoxy, B67-2000 Series 3rd Coat: ArmorSeal 1000 HS Epoxy, B67-2000 Series
(3.0 - 5.0 mils dry per coat) (3rd coat optional)

6	Epoxy / Moisture Cure UrethaneSystems
1st Coat:	ArmorSeal 1000 HS Epoxy, B67-2000 Series (1.5 - 2.0 mils dry)
2nd Coat: ArmorSeal Rexthane™ I MCU, B65-60 Series 3rd Coat:	ArmorSeal Rexthane I MCU, B65-60 Series

Alternate 1st Coat:

(2.0 - 3.0 mils dry per coat) (3rd coat optional)

ArmorSeal Rexthane I MCU, B65-60 Series

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2nd Coat: ArmorSeal Rexthane I MCU, B65-60 Series (2.0 - 3.0 mils dry per coat)

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C	Heavy Duty Industrial: (Is Generally Considered for Heavy Vehicle Traffic, HeavyAbrasion Areas, & Frequent Cleaning/Rinsing)
1	Epoxy Primer / Self-Leveling EpoxySystem
1st Coat:	ArmorSeal 33 Epoxy Primer/Sealer, B58-33 Series (7.0 - 9.0 mils dry)
2nd Coat: ArmorSeal 650 SL/RC Self-Leveling Epoxy, B58-650Series (10.0 - 30.0 mils dry per coat)

2	EpoxyPrimer / Self-Leveling Epoxy Decorative Quartz System 1st Coat:      ArmorSeal 33 Epoxy Primer/Sealer, B58-33 Clear
(10.0 mils wft, broadcast to excess with color quartz) 2nd Coat: ArmorSeal 33 Epoxy Primer/Sealer, B58-33Clear
(24.0 mils wft, broadcast to excess with color quartz)
3rd Coat: ArmorSeal 650 SL/RC Clear Self-Leveling Epoxy, B58-650Clear (15.0 mils wft)
4th Coat:	ArmorSeal 650 SL/RC Clear Self-Leveling Epoxy, B58-650Clear (8.0 mils wft)

3	Epoxy / Moisture Cure Urethane System
1st Coat:	ArmorSeal 1000 HS Epoxy, B67-2000Series (1.5 - 2.0 mils dry)
2nd Coat: ArmorSeal Rexthane™ I MCU, B65-60 Series 3rd Coat: ArmorSeal Rexthane I MCU, B65-60 Series
(2.0 - 3.0 mils dry per coat) (3rd coat optional)

4	Moisture Cure Urethane System
1st Coat:	ArmorSeal Rexthane I MCU, B65-60Series 2nd Coat: ArmorSeal Rexthane I MCU, B65-60 Series
(2.0 - 3.0 mils dry per coat)

5	Epoxy / HS Polyurethane
1st Coat:	ArmorSeal 1000 HS Epoxy, B67-2000Series (1.5 - 2.0 mils dry)
2nd Coat: ArmorSeal HS Polyurethane, B65-220 Series 3rd Coat: ArmorSeal HS Polyurethane, B65-220 Series
(2.0 - 3.0 mils dry per coat)

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2.4		MATERIALS - GENERAL REQUIREMENTS A Paints and Coatings - General:
1 1Unless otherwise indicated, provide factory-mixed coatings. When required, mix coatings to correct consistency in accordance with manufacturer's instructions before application. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. VOCs need to be confirmed by using the products EDS sheets.

B Primers:
1 Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer.

2.5	ACCESSORIES:
A Coating Application Accessories:

1 Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required, per manufacturer’s specifications.

Part 3 EXECUTION

3.1	EXAMINATION

A Do not begin application of coatings until substrates have been properly examined and prepared. Notify Architect or Specifier of unsatisfactory conditions before proceeding.

B If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C Proceed with work only after conditions have been corrected, and approved by all	parties, otherwise application of coatings will be considered as an acceptance of surface conditions.

D Previously Painted Surfaces: Verify that existing painted surfaces do not contain lead based paints, notify Architect immediately if lead based paints are encountered.

(Specifier Note: Verify the existence of lead based paints on the project. Buildings constructed after 1978 are less likely to contain lead based paints. If lead based paints are suspected on the project, all removal must be done in accordance with the EPA Renovation, Repair and Painting and all applicable state and local regulations. State and local regulations may be more strict than those set under the federal regulations. Verify that Owner has completed a Hazardous Material Assessment Report for the project prior to issuing of Drawings. Concluding that no lead based paints were found on project site, delete paragraph regarding lead based paints.)

3.2	SURFACE PREPARATION
WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Removal must be done in accordance with EPA Renovation, Repair and Painting Rule and all related state and local regulations. Care should be taken to follow all state and local regulations which may be more strict than those set under the federal RRP Rule.

A Proper product selection, surface preparation, and	application	affect	coating	performance.

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SIM-PBK	19-36 BUCHANAN HIGH SCHOOL CTE CLASSROOM BUILDING

Coating integrity and service life will be reduced because of improperly prepared surfaces. Selection and implementation of proper surface preparation ensures coating adhesion to the substrate and prolongs the service life of the coating system.

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SIM-PBK	19-36 BUCHANAN HIGH SCHOOL CTE CLASSROOM BUILDING

B Selection of the proper method of surface	preparation	depends	on	the	substrate,	the environment, and the expected service life of the coating system. Economics, surface contamination, and the effect on the substrate will also influence the selection of surface preparation methods.

C Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of thesystem.

D Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised. Mildew may be removed before painting by washing with a solution of 1 part liquid household bleach and 3 parts of warm water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with clean water and allow the surface to dry at least 48 hours before painting. Wear protective glasses or goggles, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution.

E	 Poured Concrete 1 New
For surface preparation, refer to SSPC-SP13/NACE 6/ICRI # 310.2. Surfaces must be clean, dry, sound and offer sufficient profile to achieve adequate adhesion. Minimum substrate cure is 28 days at 75°F. Remove all form release agents, curing compounds, salts, efflorescence, laitance, and other foreign matter by sandblasting, shotblasting, mechanical scarification, or suitable chemical means. Refer to ASTM D4260. Rinse thoroughly to achieve a final pH between 8.0 and 10.0. Allow to dry thoroughly prior tocoating.

2 Old
Surface preparation is done in much the same manner as new concrete, however, if the concrete is contaminated with oils, grease, chemicals, etc., they must be removed	by cleaning with a strong detergent. Refer to ASTM D4258. Form release agents, hardeners, etc. must be removed by sandblasting, shotblasting, mechanical scarification, or suitable chemical means.

F Previously Painted Surfaces
If in sound condition, clean the surface of all foreign material. Smooth, hard or glossy coatings and surfaces should be dulled by abrading the surface. Apply a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor, or if this product attacks the previous finish, removal of the previous coating may be necessary. If paint is peeling or badly weathered, clean surface to sound substrate and treat as a new surface as above.

G Fill all cracks, voids, bug holes and joints with appropriate filler or ArmorSeal Crack Filler, ArmorSeal Flexible Joint Sealant, or ArmorSeal Expresspatch.

H Always follow the ASTM methods listed below:
1 ASTM F1869 Moisture Test by use of Calcium Chloride 2	ASTM D4258 Standard Practice for Cleaning Concrete 3	ASTM D4259 Standard Practice for Abrading Concrete 4 ASTM D4260 Standard Practice for EtchingConcrete
5 ASTM D4263 Plastic Sheet Method for Checking Moisture in Concrete 6 SSPC-SP 13/Nace 6 Surface Preparation ofConcrete
7 ICRI # 310.2 Surface Preparation of Concrete

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3.3	INSTALLATION
A Testing: Due to the wide variety of substrates, preparation methods, application methods and environments, one should test the product in an inconspicuous spot for adhesion and compatibility prior to full-scale application.

B Apply all coatings and materials with the manufacturer’s specifications in mind. Mix and thin coatings according to manufacturer’s recommendation.

C Do not apply to wet or damp surfaces.

1 Wait at least 30 days before applying to new concrete or masonry. Or follow manufacturer’s procedures to apply appropriate coatings prior to 30 days.
2 Test new concrete for moisture content.

D Apply coatings using methods recommended by manufacturer.

E Uniformly apply coatings without runs, or sags, without brush marks, and with consistent sheen.

F Apply coatings at spreading rate required to achieve the manufacturer’s recommended dry film thickness.

G Regardless of number of coats specified, apply as many coats as necessary for complete hide and uniform appearance following manufacturer’s guidelines.

H Inspection: The coated surface must be inspected and approved by the Architect or Engineer just prior to the application of each coat.

3.4	PROTECTION
A Protect finished coatings from damage until completion of project.

B Touch-up damaged coatings after substantial completion, following manufacturer’s recommendation for touch up or repair of damaged coatings. Repair any defects that will hinder the performance of the coatings.

3.5	SCHEDULES

Specifier Note: Cut and paste the coatings system schedule here (specified in section 2.3 SCHEDULE INDEX), otherwise delete this section.

END OF SECTION04062018

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ALUMINUM PLANKING CEILING @ ENTRY
	 10 

3" = 1'-0"

FF1 WINDOW

SHEET METAL CLOSE ANGLE, 22 GA. SLAV, PAINTED TO MATCH SUSPENDED CEILING ATTACHED CLOSURE ANGLE TO STOREFRONT FRAMING

HANGER WIRE	.

ALUMINUM PLANKING SUSPENDED CEILING

2"
	
			SCHOOL DISTRICT
	ADDENDUM SHEETNUMBER
	
			PROJECTNAME
	PROJECTNUMBER
		
7790NORTHPALMAVENUE FRESNO,CALIFORNIA93711 T559.448.8400 F559.448.8400
 www.sim-pbk.com	
				
	SHEETNAME
	SCALE
	REFERENCESHEETNUMBER

	
	
	DATE
	
	DSAAPP NUMBER

	10.32

PAINTED BEYOND SOFFIT

P-2

P-3

P-2

10.30

SOUTH

CLASSROOMW101 SCALE: 1/4"=1'-0"
	
			CLIENTNAME
	ADDENDUM ITEMNUMBER
	
			PROJECTNAME
	PROJECTNUMBER
		
7790NORTHPALMAVENUE FRESNO,CALIFORNIA93711 T559.448.8400 F559.448.8400
 www.sim-pbk.com	
				
	SHEETNAME
	SCALE
	REFERENCESHEETNUMBER

	
	
	DATE
	
	DSAAPPNUMBER

8' - 0"
2' - 7"
5' - 5"
21' - 0"
2' - 4"
7
10' - 0"
5' - 0"
2' - 7"
7
10' - 0"
2' - 7"
5' - 0"
22
5' - 0"
11' - 0"
8' - 2"
11' - 0"
8' - 2"
5' - 0"
7790 NORTH PALM AVE | FRESNO, CALIFORNIA 93711
P 559.448.8400 |F 559.448.8467 | www.sim-pbk.com
REVISIONS
DATE
PROJECT ARCHITECT
DRAWN BY
CHECKED BY
FILE:
PTN:
DSA:
10-H3
62117-345
02-118528
1/20/2021 4:25:06 PM
C:\REVIT\19-36 Buchanan HS CTE_V19_palshaifKTD2C.rvt
WINDOW TYPES
Author	PROJECT NUMBER
Checker
BUCH	CHOOL
CTE CLASSROOM BUILDING
06/19/2019
19-36
No.       DATE	DESCRIPTION
17
1       03/13/20 AD2
ADDENDUM #1 - JANUARY 21,2021

8' - 11"	8' - 4 3/4"	8' - 5 1/4"	8' - 5 1/4"

	

		
8' - 5"	8' - 1"	8' - 6"
		
		11 A10.80

			
	
SIM. 12

	A10.80

		

		3' - 3"	1' - 7"

							

							

	1' - 8"
	S
	
		GH
	ANAN HIGH
	
		ANAN HIG

8' - 0"	7' - 10"

5' - 0"

F.F.E.           	 FF9	FF8	FF7 KAWNEER 451                                                                                                                                                        KAWNEER 501-T                                                                                                                                           KAWNEER 501-T

42' - 4 1/2"

17 22	A10.80
A10.80     SIM.

CT1	CT1	CT1	CT1

CT2	CT2	CT2

12 A10.80	A10.80

CT1	CT1	CT1

F.F.E.  

7 A10.80
FF6                                                                                                                                                                                                                            FF5 KAWNEER 501-T                                                                                                                                                                                                                                                                                     KAWNEER 501-T

33' - 3 5/16"	22' - 4"
6' - 6"	5' - 10"	6' - 10"
CLR. 11
A10.80

4' - 2"
2' - 7"	3' - 7 3/8"
17                                                     17                                                                                                                                                                                           6 A10.80                                              A10.80                                                                                                                                                                                   A10.80

CT1   CT1	  CT2	CT2	CT2	CT2	CT2

CT2	CT2	CT2	CT2	CT2	CT2	12
SIM.	A10.80 12                                                                                                                    12
A10.80	A10.80	 12 A10.80

CT1	CT1	CT2

F.F.E.  

A10.80	A10.80		FF2	FF1 KAWNEER 501-T                                                                                                                                                                                                                               KAWNEER 1600 LR
FF4	FF3
KAWNEER 501-T	KAWNEER 501-T	WINDOW TYPES	1
1/4" = 1'-0"

WINDOW GLAZING LEGEND

DSA STAMP LOCATION - KEEP CLEAR - DSA STAMP LOATION - KEEP CLEAR

CT1       CLEAR TEMPERED GLAZING. CLASS I (GLASS PANEL < 9 SQ. FT.) CT2       CLEAR TEMPERED GLAZING. CLASS II (GLASS PANEL > 9 SQ. FT.) GIP	GLAZING INFILL PANEL
OG	OBSCURE GLAZING

NOTE: ALL INTERIOR GLAZING TO BE CLEAR.

LEGEND - WINDOWS

	
LOW-E SPANDREL GLAZING TO MATCH GLAZING TYPE I

NOTES - DOOR SCHEDULES

1.	SEE SHEET G0.1 FORTYPICAL SYMBOLS AND ABBREVIATIONS. 2.	SEE STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL &
TECHNOLOGY DRAWINGS FOREXTENT OF STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL & TECHNOLOGY SCOPE OF WORK.
3.	SEE SHEET A10.10 FORSIGNAGE ANDACCESSIBILITY DETAILS. 4.	SEE SHEET A10.60 FORCASEWORK DETAILS.
5.	SEE SHEET A10.70 FORROOF & EXTERIOR DETAILS. 6.	SEE SHEET A10.80 FORWINDOW ANDDOOR DETAILS. 7.	SEE SHEET A10.90 FORCEILING AND FINISHDETAILS. 8.	SEE FLOORPLANS FOR ROOM NAMES ANDNUMBERS

				

A9.20

		

C 32578
10-31-21 RENEWAL DATE

AD1-A03