project: tulia rural health clinic expansions / tulia texas · project: tulia rural health clinic...

Project: TULIA RURAL HEALTH CLINIC EXPANSIONS / TULIA TEXAS

Date: 9 OCTOBER 2014

By: AOR

Re: ADDENDA #2 – ITEM #1

Addenda Items being collected in the folder will be formally issued on 14 OCTOBER 2014 by notice to all

registered GCs and Plan Rooms. Parties with access to the Plans and Specifications through registration

may use this material at this time.

A.) When will the Geotechnical Soils Report be available?

a. The Geotechnical Soils Report will be available after the Bid Date. The Bids are to be

based on the documents as shown, specified, and adjusted by Addenda to date. The

successful Bidder will be asked to review the Geotechnical Soils Report with the Design

team once the Report is received and evaluated by the Design Team.



By: AOR





A.) Please provide list of plan holders

a. See attached list of plan holders.

B.) In answer to RFI requests regarding the following: Number of required copies submitted; Type

of bid being submitted: Bid Doc 2 Item 6A; Bid Doc 2 Item 6B

a. Bid Doc #2 has been revised and is included herein. Submit Bid Doc #2 as revised. This

project is a tax exempt project. The Hospital’s tax exempt number will be provided for

use on the project.

ProjX # 140901 Tulia Rural Health Clinic Tulia Texas General Contractors for BID GC #1: Michael Drennan A & S General Contractors Inc Office: 806-355-8253 Ext. 211 Fax: 806-353-0719 Mobile: 806-336-0737 Email: [email protected] GC #2: Dennis Wills Kelly Wood Company 616 S. Jackson Amarillo, TX 79101 Office: 806-379-9696 Fax: 806-379-7101 Email: Dennis Wills - [email protected] Casey Wood - [email protected] GC #3: Josh Palmer GPD Construction P: (682) 429- 4658 F: (806) 557-4006 Email: [email protected] GC #4: Gary L. Purser Southwest General Contractors Office: 806.374.1080 Email: [email protected] GC #5: Todd Barbour, Kyle Shelton, Heather Lanham TALON LPE 921 N. Bivins St. Amarillo, TX 79107 Office: 806.467.0607 Fax: 806.467.0622 Email: Todd Barbour- [email protected] Kyle Shelton- [email protected] Heather Lanham- [email protected]

mailto:[email protected]








GC #6: Kelly Turnage Dan Koetting Plains Builders Inc. Project Manager P.O. Box 7008 Amarillo, TX 79114 Office: 806.670.6720 Fax: 806.354.0112 Email: [email protected] [email protected] GC #7: Stacy Brewer Panhandle Steel Buildings Inc. Project Manager 1001 N.E. 5th Ave. P.O. Box 1278 Amarillo, TX 79105 Office: 806.376.6397 Fax: 806.376.5739 Email: [email protected] GC #8: Bob Pharr & Company P.O. Box 2791 Amarillo, TX 79408 Office: 806.763.5263 Email: [email protected] GC #9: Gwen Sappenfield Walkcon Ltd. 1023 SW 5th Ave. Amarillo, TX 79101 Office: 806.367.9217 Email: [email protected] GC #10: Heath Davidson Henthorn Commercial Cell 806.438.4285 Office 806.687.3084 Fax 806.209.0220 Email: [email protected] GC #11 Ginger Hamm CENTERLINE Construction 7433 Hwy 61, Suite B






Lubbock, Texas 79407 p: 806.368.9842 f: 806.368.9843 Email: [email protected] GC #12 Kory Reynosa Tri State General Contracting Phone-806-356-8668 Fax-806-354-2534 Email: [email protected] SUBCONTRACTOR #1 (Cabinetry): Barry Sterling (CEO) and Joe Mashburn (Estimator) CCI Group 900 Estes Drive Longview, TX 75602 Office: 903.753.2488 Fax: 903.753.9799 Email: Barry Sterling - [email protected] Joe Mashburn - [email protected] SUBCONTRACTOR #2: Neal Bellah Amarillo Area Glass PO Box 2548 Amarillo, TX 79105 Office: 806.373.8039 Email: Neal Bellah - [email protected] PLAN ROOM #1: Sandra K. Webb Executive Director Panhandle of Texas Chapter – AGC P. O. Box 2563 Amarillo, Texas 79105 Office: 1707 W. 8th Avenue

Amarillo, Texas 79101 P: 806.374.1924 F: 806.374.8122 C: 806.681.6130 Email: Sandy Webb - [email protected]






PLAN ROOM #2: Heather Hope Virtual Builder’s Exchange 4047 Naco-Perrin Ste. 100 San Antonio, TX 78217 Office: 210.564.6900 (ext. 133) Fax: 210.564.6901 Email: Heather Hope- [email protected] PLAN ROOM #3: Letty Bradford Architectural Source Relationship Specialist Reed Construction Data Office: +1.770.849.6430 Fax: +1.800.774.9097 Email: Letty Bradford- [email protected] PLAN ROOM #4: Mike and Bob Bahn Amarillo Blueprints – DBA - ABC BluePrints 906 S. Tyler Amarillo, TX 79101 Office: 806.376.5671 Fax: 800.288.1841 Email: Mike Bahn- [email protected] or [email protected] Bob Bahn- [email protected]








By: AOR





A.) Section 01100.1.3.F indicates that the Owner will be utilizing a sitework, concrete, and grading

subcontractor that is already present on site to deliver that portion of the work. Please clarify.

a. To clarify the expectation as to form of agreement and why Construction Manager at

RISK is being considered in conjunction with AIA Document A102 Form of Agreement

Revisions have been made to Specification Section 01100. Please utilize this revised

Specification as a basis for your bid. It is included herein. The primary reason and

directive for this approach is:

i. The Owner has a Concrete Sub -Contractor on site who was going to put in all

new concrete parking lot. This Sub has a contract engaged with the Hospital and

was about to be engaged on working where the building pad is proposed. The

Owner asked that we try to get some kind of a basis for a credit to the portion of

the parking lot that will not be done where the building pad is located so he can

gain this back from the Sub. This Sub may be part of the building project but we

will still want this credit applied. So we are trying to include all utility trenching

shown on the AS sheet, the building pad fill in the Allowance at 1300CY which

should include any excavation, the immediate sidewalk system around the

building, each into the project. So the concrete work per plans and spec is to the

outside curb edge of sidewalks shown on the building plans. Because of the

extensive commitment of the Hospital to the Parking Sub no Civil was engaged.

The Utility extensions are in the project - the parking lot has not been worked

on yet we were able to halt that until this project starts. That is what we have in

this project bid.



By: AOR





A.) Should the removal of the existing asphalt, concrete, or other ground cover be included in the

bid amount?

a. Our Bid price contract extends only to include extent of drawings shown. Sitework on

the Architectural Site Plan for Utilities is included. Other sitework beyond the sidewalk

curb edges shown on the drawings are NOT part of the project. See AS1.01 to determine

sidewalk and ramps included, and utility excavation and routing.

B.) Should the amount of excavation for the building foundation be calculated based on the 1300

CY of fill material specified in Allowance No. 3, or based on the minimum bottom of footing

depth indicated on S3.01; Foundation Note 3.

a. Yes. See Bid Doc #2 revised.

C.) Who will be responsible for patching of asphalt, new parking lay-out and restriping?

a. Current Contract outside the scope of this project. It is excluded from the bid.



By: AOR





A.) 2/S2.01: Note 2 indicates no masonry control joints within 2’-0” of openings. However,

architectural plans show all control joints adjacent to windows. This would have a negative

effect on the masonry bond beams above the windows? Please clarify.

a. Yes, this would have a negative effect on the masonry bond beams above the windows.

Therefore, move control joints as shown on ASD-2.0 and ASD-2.1.

B.) Should vertical control joints be utilized at the transition of Split Faced block to Smooth Faced?

a. See above (Answer A)

C.) 8/S2.01; Is the indication of 12” CMU being used above finish floor an error?

a. 12” CMU converts to 8” above footing.

D.) 02/A6.24; 08/A6.62; and 08/S2.01 all indicate the use of CMU Form Block at edge of slab

termination. Is it the intent that Form Blocks be used only at the column locations or could they

be used around the entire perimeter?

a. CMU Form Block at edge of slab termination are to be used as shown on S1.01.

E.) Are the indicated ‘small flush CMU” actually 8 x 4 x 16 split faced block?

a. The ‘small flush CMU’ (8 x 4 x 16) are the same color as the ‘split faced block’ but are

smooth face finished. See ASD-2.2.

F.) Please clarify if the 4” batt wall insulation is faced or unfaced?

a. The 4” batt wall insulation is faced.

G.) PEMB Wall girts (purlins) will most likely be about 8”. Drawings indicate the 4” insulation to be

installed between girts. Please clarify how the insulation should be held in place in the 8” cavity.

a. The 4” insulation will be held in place by attaching hexagon chicken wire to the wall

girts.

H.) Please clarify that there is no pre-manufactured metal canopy above Door #139A.

a. Correct, there is NO pre-manufactured metal canopy above Door #139A.

I.) Sheet A1.61: Please provide specification or allowance for the Television that is to be installed in

the Waiting area.

a. This has been provided on Addenda #1, Item #3

J.) Sheet A1.61: Please provide Model No. and color for the Tennesco storage cabinet.

a. For the Tennesco Storage Cabinet, the Model No. is CVD7218, Welded Assembled. The

color is Sand 214.

K.) Sheet A1.61: Please provide Manufacturer and Model No. for the Integrated Wall Diagnostic

System.

a. For the Integrated Wall Diagnostic System, the Manufacturer is Welch Allyn, Green

Series 777. The Model No. is 77791-2MPX.

L.) Please clarify if the RTU Mezzanine is to be wood framed as indicated on 04/M2.01, or metal

framed as per 6&9/S2.02.

a. The RTU Mezzanine is to be metal framed as indicated on 6&9/S2.02.

M.) Other than restroom signage, will other interior room signage be required?

a. No, there will not be other interior room signage required.

N.) Regarding the exterior signage shown on Sheet A1.51, there is a conflict. The plans indicate

Gemini as the manufacturer and Minnesota letters as the style, which are injection molded

plastic. It then lists the size and front as 10.5 Helvetica and Architectural Bevel Face. Please

clarify if the letters are to be injection molded plastic or brushed aluminum, and Helvitca or

Architectural font.

a. Correct. Gemini is the Manufacturer and Minnesota Letters is the style. The letters will

NOT be injection molded plastic. The letters will be Clear Anodized Aluminum Alloy

5502; 3/8” thick; Flat Cut / Helvetica.

FIN. FLOOR0'-0"

T.O. EAVE15'-7" AFF

T.O. ROOF23'-0" AFF

EXTERIOR WALL LIGHTFIXTURE: ANTHRACITE

(SILVER GREY)

PRE MANUFACTUREDMETAL CANOPY -COLOR: COLONIAL REDSMOOTH FACE CMUBLOCK: BEIGE

SPLIT FACE AND SMALLFLUSH CMU BLOCK:LIGHT BROWN

EXTERIOR WALL LIGHTFIXTURE: ANTHRACITE(SILVER GREY)

PREENGINEERED METALBUILDING PANEL: DARK BROWN SPLIT FACE AND SMALL

FLUSH CMU BLOCK:LIGHT BROWN

SMOOTH FACECMU BLOCK:BEIGE


DOWNSPOUT: PAINT TOMATCH PREENGINEEREDMETAL BUILDING - DARKBROWN

GUTTERS: PAINT TO MATCHPREENGINEERED METALBUILDING - DARK BROWN

STANDING SEAMMETAL ROOF: COLORTO MATCH EXISTING

CLINICDOWNSPOUT: PAINT TO MATCHPREENGINEERED METALBUILDING - DARK BROWN

DOWNSPOUT: PAINT TOMATCH PREENGINEEREDMETAL BUILDING - DARKBROWN

DOWNSPOUT: PAINT TO MATCHPREENGINEERED METAL BUILDING

- DARK BROWN

PREENGINEERED METALBUILDING PANEL: BEIGE


B.O. LANDING- 0'-83

8" RAMP AND GUARDRAILSTO BE ADA COMPLIANT -METAL RAILS TO BE COLONIALRED

RAMP AND GUARDRAILSTO BE ADA COMPLIANT -METAL RAILS TO BE COLONIALRED

C.J.C.J.C.J.C.J.C.J.

ADOBE TAN MORTAR COLOR -1 LB PER 70LB OF GRAYMASONRY MORTAR OR 2 LBSPER 94 LBS PORTLAND WITH50 LBS OF LIME


C.J.

STANDING SEAMMETAL ROOF:COLOR TO MATCHEXISTING CLINIC

B.O. CANOPY8'-4" AFF

T.O. EAVE15'-7" AFF

PRE MANUFACTUREDMETAL CANOPY -COLOR: COLONIAL RED

PREENGINEERED METALBUILDING PANEL: DARK BROWN

T.O. ROOF23'-0" AFF

GUTTER & DOWNSPOUT:PAINT TO MATCHPREENGINEERED METALBUILDING - DARK BROWN



PRE MANUFACTURED METAL CANOPY -COLOR: COLONIAL RED

SPLIT FACE CMU BLOCK(DARK BROWN)

STANDING SEAM METAL ROOF:COLOR TO MATCH EXISTING

CLINIC ROOF

EXISTING CLINIC

EXISTING EARTH BERM

T.O. EXISTING ROOF12'-2 5/8" AFF

BEARING AT BOND BEAM8'-0" AFF

4 3 2 1

B.O. LANDING- 0'-83

8"

FIN. FLOOR0'-0"

RAMP ANDGUARDRAILSTO BE ADACOMPLIANT

RAMP AND GUARDRAILSTO BE ADA COMPLIANT -METAL RAILS TO BECOLONIAL RED

312

C.J.C.J.


18'-0" x 6'-0"CONNECTOR

STANDING SEAM METAL ROOF:COLOR TO MATCH EXISTING

CLINIC

DOWNSPOUT: PAINT TO MATCHPREENGINEERED METALBUILDING - DARK BROWN

GUTTERS: PAINT TO MATCHPREENGINEERED METALBUILDING - DARK BROWN SMOOTH FACE CMU

BLOCK: BEIGE

SPLIT FACE AND SMALLFLUSH CMU BLOCK:

LIGHT BROWN

PREENGINEERED METALBUILDING PANEL: DARK

BROWN

PREENGINEEREDMETAL BUILDINGPANEL: DARK BROWN

EXTERIOR WALL LIGHTFIXTURE: ANTHRACITE

(SILVER GREY)

FIN. FLOOR0'-0"

T.O. EAVE15'-7" AFF

T.O. ROOF23'-0" AFF



DOWNSPOUT: PAINT TO MATCHPREENGINEERED METAL BUILDING -DARK BROWN


PREENGINEEREDMETAL BUILDINGPANEL: DARK BROWN


812

B.O. LANDING- 0'-83

8" RAMP AND GUARDRAILSTO BE ADA COMPLIANT -METAL RAILS TO BECOLONIAL RED


EXTERIORELEVATIONS

ASD2.0

1614 17th Ave SouthNashville, Tennessee 37212

Phone: 615.277.1178Fax: 615.277.1179

Website: www.projxllc.com

PROJX, L.L.C.

TULIA RURALHEALTHCLINIC

EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC

Registration # : 10617

100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

EMBE

R 30

, 201

4

TAS NUMBER: EABPRJB5801537PROJX NO: 140901

ADDENDA #2 10/14/14

1 WEST ELEVATION: FRONT3/16" = 1'-0"A5.01

2 EAST ELEVATION: REAR3/16" = 1'-0"A5.01

3 NORTH ELEVATION: SIDE3/16" = 1'-0"A5.01

SPLIT FACE AND SMALLFLUSH CMU BLOCK:LIGHT BROWN

SMOOTH FACECMU BLOCK:

BEIGE

STANDING SEAM METALROOF: COLOR TO MATCH

EXISTING CLINIC

SPLIT FACE AND SMALLFLUSH CMU BLOCK:

LIGHT BROWN

PRE MANUFACTUREDMETAL CANOPY -

COLOR: COLONIAL RED

B.O. CANOPY8'-4" AFF

T.O. COLUMN15'-0" AFF


ALUMINUM GOOSENECKEXTERIOR LIGHT:

COLOR - COLONIAL REDT.O. ROOF23'-0" AFF

SMOOTH FACE CMUBLOCK: BEIGE

STONE WATERTABLE:DARK BROWN

GUTTER & DOWNSPOUT:PAINT TO MATCH

PREENGINEERED METALBUILDING - DARK BROWN

DOWNSPOUT: PAINT TOMATCH PREENGINEEREDMETAL BUILDING - DARK

BROWN

SMOOTH FACE CMUBLOCK (DARK BROWN)WITH EXTERIORSIGNAGE


SPLIT FACE CMUBLOCK (DARK

BROWN)

STANDING SEAM METAL ROOF:COLOR TO MATCH EXISTINGCLINIC ROOF


EXISTING CLINIC

EXISTING EARTH BERM

T.O. EXISTING ROOF12'-2 5/8" AFF

BEARING AT BOND BEAM8'-0" AFF

4321

EXTENT OF CONNECTOR

B.O. LANDING- 0'-83

8"

FIN. FLOOR0'-0"

RAMP ANDGUARDRAILS

TO BE ADACOMPLIANT -

METAL RAILS TO BECOLONIAL RED

EXTERIOR SIGNAGE BY SIGNAGEMANUFACTURER (GEMINI BRANDMINNESOTA LETTERS): 17'-1"WIDE x 10 12" TALL, HELVETICA,ARCHITECTURAL (BEVEL FACE),BRUSHED ALUMINUM

T.O. EAVE15'-7" AFF

C.J.C.J.

C.J.C.J.

C.J.C.J.


312



EXTERIORELEVATIONS

ASD2.1


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC


100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

EMBE

R 30

, 201

4


ADDENDA #2 10/14/14

1 SOUTH ELEVATION: SIDE3/16" = 1'-0"A5.02

SPLIT FACE CMU:DARK BROWN

SMOOTH, SMALL FACE CMU:DARK BROWN

105 HOSPITAL AVENUETULIA, TX 79088

October 14, 2014

TULIA RURAL HEALTH CLINICEXPANSION

PROJX NO: 140901TAS NUMBER: EABPRJB5801537

ASD-2.XX

SPLIT FACE AND SMALL FLUSH CMU

GENERAL NOTE:

* ALL INDICATED 'SMALL FLUSH CMU'(8 x 4 x 16) TO BE SMOOTH FACE FINISHED:COLOR = DARK BROWN



By: AOR





A.) Several questions have surfaced with regard to the Pre-Engineered Metal Building (PEMB). With

the criteria for the PEMB included in the original construction documents and the addenda, the

structural drawings reflect our best assumptions for the PEMB layout, requirements and scope

of work to be performed. Until the reactions and final PEMB layout is provided by the

manufacturer, including the architectural elements for review, there will be some areas where

assumptions are required to complete your bid. Please do so in conjunction with your PEMB

vendor of choice.

B.) SHEET S3.01 - Special Inspections and Testing: Who is responsible for hiring and paying for an

independent testing company?

a. The Owner is responsible per the IBC.

C.) SHEET S3.01 - Foundation Note 1: Who is responsible for hiring and paying a Geotechnical

Engineer to prepare the soils report?

a. The Owner or Contractor can engage the Geotechnical Engineer.

D.) SHEET S3.01 - Reinforced Concrete Note 3: There are no Civil Drawings. Should a PSI of 3,000 be

used for site concrete?

a. Yes, 3,000 psi should be used for site concrete.

E.) SHEET S3.01 - Reinforced Concrete Note 15: Please clarify where the lightweight concrete and

composite deck are to be installed.

a. LW concrete is not included in this project (it was left over from the mechanical

mezzanine options

F.) SHEET S3.01 - PEMB Note 2: Refers to Detail 15/S2 for Deflection criteria, however, I believe this

to be Detail 01/S2.02. The criteria given assumes all deflections are for members supporting

plaster ceilings, which these ceilings are not. Please clarify.

a. Correct on the detail reference. The second line should read “Non-pilaster ceilings and

include L/240.

G.) Will specifications for the PEMB be provided?

a. The structural portion of the PEMB specifications are included on sheet S3.01. As the

non-structural portion of a PEMB specification to be included in the construction

manual are so complex and inclusive, we typically do not furnish those components

H.) Architectural plans indicate that the exterior PEMB wall panels are 2" thick. Please clarify panel

type and profile.

a. Per the architectural requirements

I.) Please provide details of how pre-manufactured metal canopy is to be attached and anchored

when installed on PEMB metal wall panels.

a. This should be provided by the PEMB manufacturer.



By: AOR





A.) Trane equipment is indicated on the plans. Are Trane units used as a basis of design, with other

major manufacturers acceptable, or is Trane required?

a. Please reference the Mechanical Specification Section 15771, 1.3.



By: AOR





A. On the Equipment Plan pp. A1.61 item EQ-11 is the Exam Procedure Table. This item is Owner

specified and purchased with the Contractor installing. The note on the line item is “Existing”. Is

this to be relocated from the existing clinic? What is the weight of this piece of equipment and

what are the dimensions?

a. The Exam Procedure Table, EQ-11, is a fold-down front that can also turn into a work

shelf for examination assistance. 18” from the floor and high positioning heights 37” full

height and optional pelvic tilt, headset and footrest extending 77” long, foot control,

and an approximate dead weight of 300 lbs.



By: AOR





A. Since the site work is not included in this proposal, will the site dirt demo on sheet D1.01 be

included in this proposal?

a. Site work is included to the extent shown. Utility trenches, etc. The remaining parking

lot work is under a separate contract direct to the hospital. This is explained in the

Specifications.

B. In the equipment ledger on Sheet A1.61, it states the television is provided by contractor, if that

is correct can we receive specifications?

a. This has been provided on Addenda #1, Item #3.

C. In the equipment ledger on Sheet A1.61, it states the pass thru box is by contractor, if that is

correct, can we receive specifications?

a. Pass thru box is to be a recessed specimen pass-through cabinet by Bobrick;

Model #B-505; See attached specification.

D. Please clarify where the horizontal louver blinds are.

a. The horizontal louver blinds will be located at all windows except for the main vestibule

windows.

E. Several sheet ledger corner guards, but I find non marked on plan sheet or any specifications,

can you clarify?

a. No corner guards will be used.

The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. Revised 8/09 Printed in U.S.A.The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2009 by Bobrick Washroom Equipment, Inc.

Technical Data

6''150mm

11-1/4''285mm

S S

3/4''19mmTyp.

10-9/16''270mm

3-3/4''95mmTyp.

SS Pull Knob

Pull Knob

Adjustable Flanges

Door

Spillage Tray

Rough Wall Opening11-1/2" (290mm) wide10-7/8" (275mm) high

3" to 5-3/4" (75 to 145mm)wall thickness

materials:Cabinet — 18-8 S, type-304, 22-gauge (0.8mm) stainless steel. All-welded construction. Exposed surfaces have satin finish. Two slots located on top and bottom for mounting.Flanges (2) — 18-8 S, type-304, 22-gauge (0.8mm) stainless steel with satin finish. Drawn and beveled, one-piece, seamless construction. One mounting tab with screw hole located on top and bottom.Doors (2) — 18-8 S, type-304, 18-gauge (1.2mm) stainless steel with satin finish. Each door is spring-loaded and secured to cabinet with a full-length stainless steel piano-hinge. Doors equipped with cast-aluminum pull knob, interlocking mechanism, and international graphic symbol identifying specimen cabinet.Spillage Tray — 18-8 S, type-304, 24-gauge (0.6mm) stainless steel. All-welded construction.

operation:Interlocking mechanism on self-closing doors prevent both doors from being open at the same time; provides sight-barrier for complete privacy. Spillage tray is easily removed for cleaning.

installation:Provide framed rough wall opening 11-1/2" wide x 10-7/8" high (290 x 275mm). Wall thickness may be from 3" to 5-3/4" (75 to 145mm). Allow clearance for construction features that may protrude into rough wall opening. Coordinate with mechanical engineer to avoid pipes, vents, and conduits. Slide one flange onto cabinet so that screw holes in mounting tabs are aligned with mounting holes in cabinet. Center cabinet in wall opening. Slide second flange into place, aligning tabs with mounting holes and making certain entire perimeter of both flanges are tight against wall surface. Open one door and secure unit with four #10 x 1/4" (4.8 x 6.4mm) mounting screws (not furnished) through cabinet mounting holes and flange tabs at points indicated by an S.

specification:Specimen pass-thru cabinet shall be type-304 stainless steel with all-welded construction; exposed surfaces shall have satin finish. Flanges shall be drawn and beveled, one-piece, seamless construction. Spring-loaded doors shall be self-closing and secured to cabinet with a full-length stainless steel piano-hinge. Doors shall be equipped with interlocking mechanism to prevent the door from opening when the other door is open, providing sight-barrier for complete privacy. International graphic symbol on doors shall identify specimen cabinet. Unit shall be furnished with a removable stainless steel spillage tray. Manufacturer’s service and parts manual shall be provided to the building owner/manager upon request.

Specimen Pass-Thru Cabinet shall be Model B-505 of Bobrick Washroom Equipment, Inc., Clifton Park, New York; Jackson, Tennessee; Los Angeles, California; Bobrick Washroom Equipment Company, Scarborough, Ontario; Bobrick Washroom Equipment Pty. Ltd., Australia; and Bobrick Washroom Equipment Limited, United Kingdom.

recessed specimen pass‑throUGh cabinet b‑505



By: AOR





A. The project specifications detail this project pricing as a “Guaranteed Maximum” but Kelly

Turnage in my office who spoke to you about this understood that it is going to be a

“Construction Manager” with a fixed fee. Please advise which is correct.

a. This has been addressed in Addenda # 1.

B. Detail 03/A501 shows the north wall of the new building to be metal building, however, detail

01/A6.24 wall detail has CMU and metal building. Please advise which is correct.

a. If you look at the elevations you will notice it is a combination of materials. The building

to the far right on 3/ A5.01 is an existing clinic building and the finishes are not installed

work. There is a small connector (reference the plans) and it will have a door cut into

the existing building. If you look at the NOTED PLAN A1.51 you will see where

detail 1/A6.24 is cut and at that window it is as shown. See ASD 3.0.

C. There is no specifications for the metal building section 13000. Are you going to provide one?

a. Not Applicable.

VEST.139

WAITING101

VEST.100

INTV.103

RECEPTION102

BUSINESSOFFICE

104

SUBWAITING

107

TLT105

OFFICE108

MEDS/WORK

106

EXAM 111

EXAM 112

EXAM 113

EXAM 114

NURSESTATION

109

PASSAGE149

EXAM 117

EXAM 120

EXAM 121

EXAM 118 EXAM

119

EXAM 123

EXAM 124

EXAM 125

EXAM 126

EXAM 127

EXAM 128

EXAM 129

EXAM 131

PASSAGE150

OFFICE134

MECH.145

OFFICE143

OFFICE142

OFFICE141

OFFICE138

PASSAGE148

PASSAGE147

SUPPLY137

STAFFTLT135

JANITOR144

ELECT.146

PEDSEXAM

132

PASSAGE151

PROCEDURE115

OFFICE140

VITALSIGNS110B

VITALSIGNS110A

STAFFTLT136

STAFFBREAK

133

REF.

PATIENTTLT116

PATIENTTLT122

SP

CONNECTOR152

SPSP

1

2

3

4FE

W6 W6

W2

W3

W3152A

151

131130129128108 132 133

135

146

134

145

142

141

140

139B

138115114113112111106

102

101

100B

100A

105

136

125124123

121120

122

119118117

116

144

139A

103

126 127 143

137A

148

150

W5

W1

W1

W2

W2

W2

W2

W3

W3

W3

W3

W3W4W4W4

4'-10"

137B

152B

NEW 18'-0" LONGCONNECTOR TOEXISTING CLINIC

EXTERIOR CANOPY

NEW 3'-4" CASEDOPENING FORENTRANCE TOEXISTING CLINIC

EXTERIOR CANOPY

03B/A

8.01

03A/A

8.01

01A/A8.01

02/A

8.01

04/A8.01

05C/A

8.01

05A

/A8.

01

05B/A

8.01

TYPICAL LAYOUT FOR ALLEXAM ROOMS,

REFERENCE SHEET A1.52

06A

/A8.

01

06B/A8.01

07A

/A8.

01

08A

/A8.

01

TYPICAL LAYOUT FOR ALLOFFICES, REFERENCESHEET A1.52

SIM.

FLOORPLAN -NOTED

ASD-3.0

18" = 1'-0"

1 FLOOR PLAN - NOTEDA1.51

XXX

XX/AX.XX

X

XXXXXX

XXXXXX

XXXXXX


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

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SEPTEMBER 30, 2014

IC


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ENTS

SEPT

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ADDENDA #2: ASD 2.XX 10/14/14



By: AOR





A. See attached ASD-4.0, ASD- 4.1, ASD- 4.2, ASD- 4.3, ASD- 4.4, ASD- 4.5, and ASD- 4.6 per

adjustments made to the countertops at Nursing Station 109 and Interview 103.

WAITING

NURSESTATION

109

PASSAGE149

VITALSIGNS110B

VITALSIGNS110A

PATIENTTLT116

PATIENTTLT122

122

11605C/A

8.01

05A

/A8.

01

05B/A

8.01


October 14, 2014



ASD-4.0

BASE CABINETBELOW, TYP.



NURSE STATION 109A1.51

8'-1

0"

8'-6

"

1'-6" 1'-6"2'-4"

K.S.

1'-6" 2'-4"

K.S.

1'-6" 2'-2 1/2"

K.S.

8"

2'-9"

K.S.

23'-7"

3'-4

"

PLEASE NOTE:PROVIDE SIX (6) TOTALSURFACE GROMMITS

LINE OF 2X2 GRIDA.C.T. CEILING

LINE OFGYPSUM BOARDCEILING

1'-6"2'-2 1/2"

K.S.

2'-9"

K.S.

1'-6"

8"

2'-5

"


October 9, 2014



ASD-4.1

NURSE STATTION 109A8.01

05A

8'-1

0"

8'-6

"

23'-7"

2'-5

"

3'-4

"

REFERENCE INTERIORDESIGN SHEETS FORFINISH INFORMATION

LINE OF 2X2 GRIDA.C.T. CEILING

LINE OFGYPSUM BOARDCEILING


October 9, 2014



ASD-4.2

NURSE STATTION 109A8.01

05C

2'-5

"

1 1/

2"

4"

LEA

DIN

G E

DG

E

WAITINGRM 101

RECEPT. 102

MA

X.

2'-3

1/2

"C

LEA

R

2"


October 14, 2014



ASD-4.3

CASEWORK SECTION - RECEPT. 102A8.61

01

2'-1"

2'-0 1/4"

20"

3"

4"

10 3/4" 1'-7"

1'-1

"

4"2 1/8"

2'-3

1/2

"

2'-5

"

1/8"

EQ

UA

L

1'-1

1 1/

2"

11 1

/8"

1/8"

EQ

UA

L

1/8"

1 1/

2"LE

AD

ING

ED

GE

MA

X.


October 14, 2014



ASD-4.4

CASEWORK SECTIONA8.61

02

2'-5

"

3'-0"

2'-0" 1'-0"

2'-3

1/2

"

CLE

AR


October 14, 2014



ASD-4.5

CASEWORK SECTION - INTERVIEW TYP.A8.61

09

4"

10 3/4"

2'-5

"

1 1/

2" M

AX

LEA

DIN

GE

DG

E

1'-1

"

2'-0"

1'-1

"

2'-9"2'

-3 1

/2"


October 14, 2014



ASD-4.6

CASEWORK SECTION - NURSE STATION 109A8.62

01



By: AOR





A. Please provide ductwork sizes not shown on Sheet M1.01

a. See attached SM-1 addressing the ductwork sizes shown.



By: AOR





A. Provide and install a metal standing seam roof of color and profile that matches the Pre-

Engineered Metal Building roof. For purposes of this bid a color to match existing clinic and a

standing vertical 2” profile at 16” O.C. spacing.



By: AOR





A. See attached ASD-5.0, ASD-5.1, ASD-5.2, and ASD-5.3 for the Owner Approved Finish Schedule

and adjusted Interior Design Plans.

VEST.139

WAITING101

VEST.100

INTV.103

RECEPTION102

BUSINESSOFFICE

104

SUBWAITING

107

TLT105

OFFICE108

MEDS/WORK

106

EXAM 111

EXAM 112

EXAM 113

EXAM 114

NURSESTATION

109

PASSAGE149

EXAM 117

EXAM 120

EXAM 121

EXAM 118 EXAM

119

EXAM 123

EXAM 124

EXAM 125

EXAM 126

EXAM 127

EXAM 128

EXAM 129

EXAM 131

PASSAGE150

OFFICE134

MECH.145

OFFICE143

OFFICE142

OFFICE141

OFFICE138

PASSAGE148

PASSAGE147

SUPPLY137

STAFFTLT135

JANITOR144

ELECT.146

PEDSEXAM

132

PASSAGE151

PROCEDURE115

OFFICE140

VITALSIGNS110B

VITALSIGNS110A

STAFFTLT136

STAFFBREAK

133

PATIENTTLT116

PATIENTTLT122

CONNECTOR152

1

2

3

4

ASD-5.0


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC


100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

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R 30

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ADDENDA #2 10/14/14

18" = 1'-0"

1 FINISH FLOOR PLANID1.1

FINISH FLOORPLAN &

GENERALNOTES

1. GENERAL CONTRACTOR SHALL OBTAIN AND PAY ALL REQUIREDPERMITS AND FEES.

2. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR AT LEASTONE YEAR.

3. THOROUGHLY CLEAN ALL LIGHT LENS AND CEILING AIR DIFFUSERSAFTER CONSTRUCTION WORK IS COMPLETE.

4. CAULK ALL PLUMBING FIXTURES, MILLWORK, TRIM, FIREEXTINGUISHER CABINETS, AND DOOR FRAMES TO ADJACENT SURFACES.COLOR OF CAULK IS TO MATCH ADJACENT FINISH.

5. ALL PARTIES RESPONSIBLE FOR DELIVERING FINISHES TO THE SITESHOULD CHECK QUANTITIES AND DELIVERY DATES AS SOON AS BID ISAWARDED TO AVOID ANY RESELECTION OF MATERIALS.

6. THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARETHE DOCUMENTS AND FINISH PLANS AND SHALL AT ONCE REPORT TOTHE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSIONDISCOVERED.

7. ALL FURNISHINGS ARE TO BE OWNER SUPPLIED. NOTE EQUIPMENTPLAN AND SPECIFICATIONS TO CLARIFY OWNER OR CONTRACTORSUPPLIED.

8. FOR ALL PRODUCTS INSTALLED, NOTE INDUSTRY STANDARDS ANDMANUFACTURER SPECIFICATIONS FOR INSTALLATION.

9. ALL INTERIOR FINISHES MEET CLASS A FIRE SPREAD RATING OF 25 ORLESS, AND SHALL HAVE A SMOKE DEVELOPMENT OF 250 OR LESS.

10. FINAL CLEANUP: THE CONTRACTOR SHALL COORDINATE WITH THEALL PARTIES TO MAKE CERTAIN THAT ALL HOUSEKEEPING CLEANUPITEMS ARE DONE PRIOR TO THE MOVE IN. THIS WOULD INCLUDE WIPINGDOWN BOTH VERTICAL AND HORIZONTAL SURFACE, CLEANING GLASS,WASHING, WAXING, VACUUMING OR ANY OTHER SERVICES WHICH NEEDTO BE PERFORMED. CONTRACTOR IS TO REFER TO MANUFACTURERSINSTRUCTIONS IN CLEANING.

1. RUBBER BASE (B-1) IS TO BE 4: HIGH, COVED AND CONTINUOUS ROLLS UNLESS OTHERWISE NOTED;MITER INSIDE CORNERS. DO NOT USE PREMOLDED OUTSIDE CORNER UNITS.

2. IN THE THRESHOLD OF DOOR AS NOTED ON FLOORING PLAN IS TO BE A STRIP OF VT-2, ARMSTRONG,STANDARD EXCELON #51868 SMOKEY BROWN, THE THICKNESS OF THE DOOR JAMB.

3. ALL REDUCER STRIPS AND OTHER THRESHOLDS TO BE LOCATED AT CENTERLINE OF THE DOOR WHENIN CLOSED POSITION.

4. SEAM SEALING IS TO BE PROVIDED AT ALL CARPET EDGES. ALL EDGES CUT FOR SEAMING MUST BETREATED WITH A 1/8 INCH BEAD OF CARPET SEAM SEALER. THE SEALER SHOULD BE APPLIED ALONGTHE EDGE OF THE CARPET AT THE POINT WHERE THE FACE YARN GOES INTO THE BACK. ANY EXCESSSEALER WHICH CONTAMINATES THE CARPET FACE MUST BE REMOVED WITH CARPET SEAM CLEANER.

5. WHERE FLOOR COVERING IS SPECIFIED IN THE ROOM FINISH PLAN, THE SAME FLOOR COVERINGAND/OR BASE SHALL EXTEND INTO CLOSETS, STORAGE AREAS, ETC. ADJACENT TO THE SPACE UNLESSOTHERWISE NOTED.

6. WHERE SPECIFIED IN THE ROOM FINISH PLAN, SHEET VINYL FLOORING (SVF-1) IS TO BE HEAT WELDEDAT SEAMS UTILZING MANUFATURER'S SEALER. FLASH COVE MATERIAL 4: UP WALL TO FORM SELF COVEBASE. CONTINUOUS COVE FILLET STRIPS TO BE PROVIDED.

7. THE VINYL TILE SHALL BE INSTALLED IN A BASKET WEAVE PATTERN. ACCENTS TO BE INSTALLED IN AONE DIRECTIONAL PATTERN.

8. THE VINYL TILE KEY IS AS FOLLOWS:

9. THE WOOD VINYL FLOORING KEY IS AS FOLLOWS:

11. NO SUBSTITUTIONS OF SPECIFIED FINISHES WILL BE ALLOWEDWITHOUT PRIOR APPROVAL FROM THE INTERIOR DESIGNER.

12. ALL INTERIOR FLOORING MEETS CLASS I AND CLASS II FLAMESPREAD RATINGS.

13. CONTRACTOR IS TO INSTALL AND FURNISH ALL HORIZONTALWINDOW BLINDS.

14. CONTRACTOR IS TO INSTALL AND FURNISH ALL INTERIORSIGNAGE, SEE SIGNAGE PLAN ID11.4.

15. CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE INTERIORDESIGNER FOR APPROVAL PRIOR TO FABRICATING OR PURCHASINGMATERIALS. ALL SUBMITTALS ARE TO BE SENT TO THE ARCHITECTFIRST AND SHALL BE CLEARLY MARKED WITH MANUFACTURER,STYLE COLOR, AND FINISH MATERIAL LEGEND CODE. ALL PAINTSUBMITTALS MUST INDICATE PAINT COLOR.

16. INTERIOR DOORS ARE TO BE WOOD FINISH AND COLORSELECTED FROM CONTRACTORS SUBMITTALS. PLEASE NOTE IFPOSSIBLE COLOR IS TO MATCH VWF-1.

17. HORIZONTAL BLINDS ARE TO BE ON ALL WINDOWS EXCEPTINTERIOR WINDOWS AT WAITING 101 AND EXTERIOR WINDOW ATVESTIBULE 100. COLOR IS TO BE SWF CONTRACT, ALUMINUMHORIZONTAL BLINDS (WWW.SWFCONTRACT.COM) BIRCH WHITE 375.

SP

SPSP

1

2

3

4

VEST.139

WAITING101

VEST.100

INTV.103

RECEPTION102

BUSINESSOFFICE

104

SUBWAITING

107

TLT105

OFFICE108

MEDS/WORK

106

EXAM 111

EXAM 112 EXAM

113

EXAM 114

PASSAGE149

EXAM 117

EXAM 120

EXAM 121

EXAM 118

EXAM 119

EXAM 123

EXAM 124

EXAM 125

EXAM 126

EXAM 127

EXAM 128

EXAM 129

EXAM 131

PASSAGE150

OFFICE134

MECH.145

OFFICE143

OFFICE142

OFFICE141

OFFICE138

PASSAGE148

PASSAGE147

SUPPLY137

STAFFTLT135

JANITOR144

ELECT.146

PEDSEXAM

132

PASSAGE151

PROCEDURE115

OFFICE140

STAFFTLT136

STAFFBREAK

133

PATIENTTLT116

PATIENTTLT122

CONNECTOR152

NURSESTATION

109

VITALSIGNS110B

VITALSIGNS110A

CPT-1

WVF-1

CPT-1

WVF-1

ASD-5.1


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC


100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

EMBE

R 30

, 201

4


ADDENDA #2 10/14/14

FLOORINGACCENT

PLAN

18" = 1'-0"

1 FLOORING ACCENT PLANID1.2

VEST.139

WAITING101

VEST.100

INTV.103

RECEPTION102

BUSINESSOFFICE

104

SUBWAITING

107

TLT105

OFFICE108

MEDS/WORK

106

EXAM 111

EXAM 112

EXAM 113

EXAM 114

NURSESTATION

109

PASSAGE149

EXAM 117

EXAM 120

EXAM 121

EXAM 118 EXAM

119

EXAM 123

EXAM 124

EXAM 125

EXAM 126

EXAM 127

EXAM 128

EXAM 129

EXAM 131

PASSAGE150

OFFICE134

MECH.145

OFFICE143

OFFICE142

OFFICE141

OFFICE138

PASSAGE148

PASSAGE147

SUPPLY137

STAFFTLT135

JANITOR144

ELECT.146

PEDSEXAM

132

PASSAGE151

PROCEDURE115

OFFICE140

VITALSIGNS110B

VITALSIGNS110A

STAFFTLT136

STAFFBREAK

133

REF.

PATIENTTLT116

PATIENTTLT122

CONNECTOR152

1

2

3

4

ASD5.2


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC


100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

EMBE

R 30

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4


ADDENDA #2 10/14/14

18" = 1'-0"

1 PLASTIC LAMINATE DESIGNATION AND FURNITURE PLANID1.3

PLASTICLAMINATE

DESIGNATION& FURNITURE

PLAN

VEST.139

WAITING101

VEST.100

INTV.103

RECEPTION102

BUSINESSOFFICE

104

SUBWAITING

107

TLT105

OFFICE108

MEDS/WORK

106

EXAM 111

EXAM 112

EXAM 113

EXAM 114

NURSESTATION

109

PASSAGE149

EXAM 117

EXAM 120

EXAM 121

EXAM 118 EXAM

119

EXAM 123

EXAM 124

EXAM 125

EXAM 126

EXAM 127

EXAM 128

EXAM 129

EXAM 131

PASSAGE150

OFFICE134

MECH.145

OFFICE143

OFFICE142

OFFICE141

OFFICE138

PASSAGE148

PASSAGE147

SUPPLY137

STAFFTLT135

JANITOR144

ELECT.146

PEDSEXAM

132

PASSAGE151

PROCEDURE115

OFFICE140

VITALSIGNS110B

VITALSIGNS110A

STAFFTLT136

STAFFBREAK

133

PATIENTTLT116

PATIENTTLT122

CONNECTOR152

1

2

3

4

52

1

4

5

6

3

2

8

7 23 25

9 10 12 14 16 18 41

441917151311

20

21

48

40

39

47

46

45A

45B

38

37

3536

49312926512422

32

33

27 28 30 34

50

ASD-5.3


Phone: 615.277.1178Fax: 615.277.1179


PROJX, L.L.C.


EXPANSION

CB / TD

SEPTEMBER 30, 2014

IC


100%

CO

NST

RUCT

ION

DO

CUM

ENTS

SEPT

EMBE

R 30

, 201

4


ADDENDA #2 10/14/14

18" = 1'-0"

1 PROJECT SIGNAGE PLANID1.4

PROJECTSIGNAGE

PLAN

NOT TO SCALE

2 PROJECT SIGNAGE LEGENDID1.4

EXTERIOR SIGNAGE:

EXTERIOR SIGNAGE BY GEMINI BRAND MINNESOTA LETTERS (SIGNAGE MANUFACTURER)LETTERING TO BE 17'-1" WIDE X 10" TALL; CLEAR ANODIZED ALLOY 5502; 3

8" THICK; FLATCUT / HELVETICA.

EXTERIOR SIGNAGE TO BE INSTALLED BY SIGNAGE MANUFACTURER. COORDINATE WITHELECTRICAL AND STRUCTURAL DRAWINGS PRIOR TO INSTALLATION.

project: tulia rural health clinic expansions / tulia texas · project: tulia rural health clinic...

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