SUBMITTAL REVIEW Submittal: No. 027

Spec Section: 05 2100 Steel Stairs and Misc Steel Reviewed By: Tripp Lewton, Comma-Q Architecture Date: July 24, 2012 Project: BPS – Belgrade Elementary School Location: Belgrade, MT Job Number: 11-03 Copy to: File, Owner

This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittals during this review do not relieve the CONTRACTOR from compliance with the requirements of the plans and specifications. An opinion of equivalence of a specific item shall not be interpreted as an opinion of equivalence of an assembly of which the item is a component. Submittal review comments have been made within this format and not on the submittal sheets according to the following:

NEN No Exceptions Noted

GCAN Generally Conforms as Noted

RAN Rejected for Reason as Noted

IAS Incomplete as Submitted

1. 05 2100 Steel Stairs and Misc Steel Shop Drawings GCAN & RAN

Notes: 1. Please revise and re-submit the following drawing sheets: E14, FW4, 157, 162, 164, 165, 166, 167, 168 2. See Engineer’s comments. 3. See Architect’s notes.

END OF REVIEW

EMAIL TRANSMITTALPROJECT: DATE:

JOB#SUBMITTAL#

TO: Comma-Q ArchitectureADDRESS:

ATTENTION:PHONE:FAX:

TRANSMITTED:

ITEM DATE COPIES1 1

TRANSMITVia:

No. Page: 1

REMARKS:

COPY TO:

Bozeman, MT. 59715

PDF -Submittal #27 -05 1200 Stairs and Misc. Steel

Matt Miller

Laura Landon

7/16/201211011

NM07162012-1

109 N. Rouse Ave., #1

New Belgrade Elementary School

(406) 585-1112

DESCRIPTION

(406) 585-5518

TRANSMITTED BY:

We'll drop off a full size copy of shop drawings to aid in your review.

108 West Babcock Street, Bozeman, MT. 59715 Phone: (406) 582-9901 FAX: (406) 582-9992

Prints

Proposal OtherShop Drawings

RFI Response

Field Report

Specifications

CalculationsLetter Sketches

No Exceptions Taken

These are Transmitted as Checked Below:

For Your File

For Your Use

Revise As Noted And Resubmit

Make Corrections Noted

Rejected/Resubmit As Specified

Reviewed For Load To Structure Only

As Requested

Email

Submitted Previously

MARTEL CONSTRUCTION, INC. LETTER OF TRANSMITTAL1203 South Church AvenueBozeman, MT 59715-5801Telephone: (406) 586-8585 Facsimile: (406) 586-8646 DATE 07/10/12 JOB NO. 12-001

TRANSMITTAL/SUBMITTAL NO. 27.00TO: Comma Q Architects RE: Structural Steel - Stairs 1,2,3

109 North Rouse Ave #1 Misc SteelBozeman, MT 59715

ATTENTION: Laura Landon BELGRADE ELEMENTARY SCHOOL

We are hand deliveringWe are sending via Email

X ATTACHED UNDER SEPARATE COVER TheThe following items:

X Shop drawings Prints Plans Samples Specifications

Copy of letter Change order Product Data

COPIES DATE DWG NO. DESCRIPTION

1 5/23/12 Section 05-1200 Structural Steel Stairs 1, 2, 3.Pages E13-E16, FW4, Fab Dwgs 142, 146-173

THESE ARE TRANSMITTED as checked below:X For approval Approved as Submitted Resubmit Copies for Approval

For your use Approved as Noted Submit Copies for Distribution As requested Returned for Corrections Return Corrected Prints For review and comment

FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US

REMARKS:

1 hardcopies delivered to Matt at Nishkian

COPY TO File Matt - Nishkian-Monks SIGNED: Mike Wilkinson - Project Engineer

If enclosures are not as noted, kindly notify us at once.

REVIEWEDMARTEL CONSTRUCTION, Inc.

Belgrade Elementary SchoolBY: ���� Mike WilkinsonDATE:SUBMITTAL #

07/10/12

27.00

� NO�EXCEPTIONS�TAKEN�

� MAKE�CORRECTIONS�NOTED�

� REVISE�AS�NOTED�AND�RESUBMIT�

� REJECTED/RESUBMIT�AS�SPECIFIED�

� REVIEWED�FOR�LOAD�TO�STRUCTURE�ONLY�

� SUBMITTED�PREVIOUSLY:�� Not�reviewed�� Reviewed,�identified�additional�data�only�

Notations� Do� Not� Authorize� Changes� to� Contract� Sum.��Submittal�was� reviewed� for� structural� design� conformity�and� general� conformance� to� contract� documents� only.��Contractor� is� responsible� for� confirming� and� correlating�dimensions� at� job� sites� for� tolerances,� clearances,�quantities,� fabrication� processes� and� techniques� of�construction,� coordination�of�his�work�with�other� trades�and�full�compliance�with�contract�documents.�

Date:�________________By:�__________________�

NISHKIAN�MONKS�CONSULTING�&�STRUCTURAL�ENGINEERS�

✔

07/16/2012 MTM

NISHKIAN MONKSDID NOT REVIEWHANDRAILS,LADDERS,BOLLARDS, GATES.ARCHITECT PLEASEREVIEW.

NO EXCEPTS NOTEDFabrication / installation may be undertaken. Approval does not authorize changes in the Contract Sum or Contract Time unless stated by Change Order of Con-struction Change Directive.

GENERALLY CONFORMSAS NOTED

REVISE AND RESUBMIT

REJECTED FOR REASON AS NOTED

Fabrication / installation MAY NOT. In resubmitting limit cor-rections to the items marked.

Review and approval are only for conformance with the information given and the design concept of the Project as expressed in the Contract Documents. Review and approval of the submittals are not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for the installation or performace of equipment or systems all of whitch remain the responsibility of the Contractor as required by the Contract Documents. The Architect’s review and approval of the Contractor’s sub-mittal shall not relieve the contractor from any obligation containted in the Contract Documents. The architect’s review and approval shall not constitute approval of any construction means, methods, techniques, sequences or any safety precau-������������� ������������������������������������������������������������approval of an assembly of which the item is a component.

By Date

approval of an

Tripp Lewton 24 July 2012

XALL SHEETS NOT LISTED BELOW -

SHEET #:E14, FW4, 157, 162,164,165,166,167,168 - X

VerrifyLocationof Anchorbolts infootings

NM:HSS3x3x3/8

NM:HSS3x3x3/8

CQ:INCORRECT LOCATION FORBALUSTER ANCHOR POINT(SEE MARKUPS @ A/162GR, TYP.)

CQ:INCORRECT BASEPLATE &RAILING TERMINATION (THEANCHOR POINT IS LOCATED ONTREAD #1 - SEE 8/A7.1 & 6/A7.1)

CQ:3'-0", TYP.

CQ:3'-0", TYP.

CQ:3'-0", TYP.

CQ:3'-0", TYP.

NM: PLEASE MOVE BEAM77B5 CLOSER TO STAIROPENING SUCH THATTHE EDGE OF SLAB ISLESS THAN 6" FROM BEAMCENTERLINE, TOCONNECT STAIRSTINGERS TO BEAM.

CQ:OK

NM: L8x4x1/2" LLV

L3x3x3/8x0'-6"

PLATE: 3/8"

BEAM 77B5

STAIR STINGER

3/16 6

CQ:3'-0", TYP.

CQ:3'-0", TYP.

NM: HSS3x3x3/8

NM: OKAY

NM: PLEASE SEEREVISIONS ON155M11.

EQ.

EQ.

EQ.6" TYP.EQ.

CQ:(11) 1 7/8" CIRC. CUTOUTS PER RISER@ 151ST (UPPER FLIGHT ONLY) - SEE 4/A7.1

CQ:INCORRECT LOCATION,SEE NOTE ON E14

CQ:3'-0", TYP.

NM: PARTS 142M1-M15, M17-M18 PREVIOUSLYREVIEWED WITH SUBMITTAL #11. NM DID NOTREVIEW THESE PIECES WITH THIS SUBMITTAL.

CQ:PROVIDE BAR GRATE LANDING PER 11/A7.2

CQ: NOSE @ BARGRATE LANDING TOMATCH TYP. TREADNOSING

NM: 3/16 PLATE PER19/S5.4.

NM: SHOWN ONPAGE 152.CONTRADICTSf929 (?)

NM:CONTRADICTSf929 ON PAGE 151(?)

NM: 3/16"

NM: CENTER ON HSSSTINGER PER 19/S5.4. CQ:

ALL ARCH. NOTES & MARKUPS ON THISSHEET APPLY TO SIM. CONDITIONS ONSHEET # 154

CQ: MOVE ANCHOR PLATES UP PER 5/A7.1B.O. PLATE = 15" ABOVE MAIN LEVEL FIN. FLOOR(=2R + 1")

CQ:INCORRECT ANCHOR PLATELOCATION, SEE MARKUP NOTESON 162GR1

CQ:SEE SIM. NOTES ON 153

NM: 5/16"NM: 5/16" NM: 5/16"

NM: 5/16"

NM: 5/16" NM: 5/16"

L8x4x1/2LLV

4-3/4" DIA. X 5"EMBED, HILTIKWIK BOLT 3 @8" MIN. o.c.

2"

NM: PLEASEREVISE TO THEFOLLOWING:

NM: 5/16"

CQ:PROVIDE ANCHOR POINTS FOR BALUSTERS(SEE MARKUP NOTES ON 162GR & E14

CQ: EMBED, PERSTRUCT. ENGINEER

NM: 5/16"

NM: 5/16"

NM: 5/16"

NM: 5/16"

CQ:REVISE PERMARKUPS FORSIM. CONDITIONON SHEET #161

3 1/2"

2 1/2"

CQ: 12"

CQ:2" EXTENSION BEYOND B.O. OFANCHOR PLATES, TYP. - SEE 4/A7.1)(THIS NOTE APPLIES TO ALL SIM.CONDITIONS)

2"

CQ:THE ABOVE MARKUPS APPLY TOALL SIM. RAILING CONDITIONS

CQ:SEE APPLICABLEMARKUPS ON 157GR1

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,5-6 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ:2'-1 3/4"

CQ: OK

CQ:2'-1 3/4"

CQ:4'-5"

CQ:CONTINUOUS PIPE TO BE ANCHORED INCONC. FOOTING PER 14/A1.2

CQ:WELD PLATE TO PIPE TOPERMIT SUPPORT OF PIVOTPLATE/GATE (ABOVE)

CQ:PLATE 'SLEEVES' ONTO PIPE& FREELY PIVOTS - DO NOTWELD PLATE TO PIPE

12"

2 1/2"

3 1/2"

4"

CONTRACTOR TO VERFIY G.R. HEIGHT= 3'-6" ABOVE FIN. FLOOR, TYP.

CQ:INCORRECT LOCATION FOR ANCHORPLATES/B.O. BALUSTER- REFER TO 6/A7.1 & REVISE,ANCHOR POINT SHOULD BE LOCATED ONBENT PLATE (CLOSURE 155M?)

CQ:REVISE PER MARKUP ON153 & 154

CQ:REVISE LOCATION OF BASEPLAE & RAILINGTERMINATION PER 8/A7.1 & 6/A7/1

CQ:GENERAL NOTE - ALL MARKUPS ABOVE APPLYTO 165GR1, UNLESS NOTED OTHERWISE

CQ: PLEASE INDICATE LOCATIONOF NOSING @ LANDING

CQ: 1-4"

CQ: 2"

CQ: CONTRACTOR TO VERIFY LOCATIONS OF RAILING TRANSITIONS (FROMHORIZ. TO SLOPED) IS VERTICALLY ALIGNED WITH NOSING @ LANDING, TYP.

ALIGN TOPS OF PANELS

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,6-8 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ: REVISE PERMARKUP ON E14

PENDING CLIPSELECTION (ARCHITECTTO FOLLOW-UP W/CONTRACTOR A.S.A.P.),TYP.

CLIP SELECTION IS PENDING(ARCHITECT TO CONTACTCONTRACTOR A.S.A.P.), TYP.

PENDING CLIPSELECTION (ARCHITECTTO FOLLOW-UP W/CONTRACTOR A.S.A.P.),TYP.

CQ: CONTRACTOR TO VERIFY LOCATIONS OF RAILING TRANSITIONS (FROMHORIZ. TO SLOPED) IS VERTICALLY ALIGNED WITH NOSING @ LANDING, TYP.

2 1/2"

3 1/2"

2"

1'-4"

CQ: REVISE PERMARKUP ON E14

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,6-8 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ:1/4"X1 STEEL BAR

CQ:GENERAL NOTE: ALL NOTES ON THISSHEET APPLY TO SIM. CONDITIONS ONSHEET #166 UNLESS NOTED OTHERWSE

CLIP SELECTION ISPENDING (ARCHITECT TOFOLLOW-UP W/CONTRACTOR A.S.A.P.),TYP.

CQ:GENERAL NOTE: SEE 162 - ALLNOTES ON SHEET #162 APPLYTO THIS SHEET U.N.O.

CQ: REVISE PERMARKUP ON E14

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,6-8 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ: ALL SIM. MARKUPS ON SHEET #164APPLY TO THIS SHEET, UNLESS NOTEDOTHERWISE

CQ: REVISE ACCORDING TO SIM. MARKUPSON 157GR1, U.N.O.

CLIP SELECTION ISPENDING (ARCHITECT TOFOLLOW-UP W/CONTRACTOR A.S.A.P.),TYP.

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,5-6 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ: REVISE ACCORDING TO SIM. MARKUPSON 157GR1, U.N.O.

CQ:PUNCH HOLES IN ALL STEEL PANELS, TYP.,5-6 PER PANELRANDOMIZE SIZE & LOCATION FOR EA. PANEL.MAX. DIA. = 3 7/8"MIN. DIA. = 1 3/4"

CQ: WAGNER COMPANIES 1929 3-1/4"FRAMED STEEL BRACKET, TYP.

NM:HSS3x3x3/8,TYP.

NM: F1554 GR. 36