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Home My WebLink AboutBuilding Miscellaneous 2013-12-26 Task RFI 13 I�, �7 ihm r 10010 - Mohawk & Olympic Q� 71 — EIFS - Clarification V 9� 2e73-ozq Assigned By: david brookhart • • Assigned To: Scott Wallenhorst RFI Number: 13 Date Due: 12/26/2013 Status: Completed Category: In Process • Request: SUBJECT: EIFS Details SPEC/DRAWINGS/DETAIL: 39A-39C/A7.2 Location: Varies QUESTION: Confirming the depth of the reveals is 1"? Response: The width of reveal is 1"and the depth is W. This is the only size. • Attachments, There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/2/2014 • Task RFI 14 10010 - Mohawk & Olympic Electrical - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 14 Date Due: 12/24/2013 Status: Completed Category: In Process Request: Sheet E3.1, shows the"service grounding detail'. Is there a specific location or area that the "grid should be installed in? Contractor has suggested placing ground rods under the building slab. Please advise. Response: Please find the Electrical Engineers response below: TBA Recommends installing the ground rods outside of the building footprint. Jeff Salvagin-TBA Attachments There are no attachments for this section. • Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/6/2014 • Task RFI 15 10010 - Mohawk & Olympic • Concrete - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 15 Date Due: 12/23/2013 Status: Completed Category: In Process Request: On sheet S1.0, grid line 4 between A&C, dimension string for 12'-6" sheerwall. At the north end of the dimension string, there is an additional 3" call out that appears to conflict with the note"from A to end of stud wall" located below dimension string. Please confirm distance from A line to end of sheerwall Response: Please find the Structural Engineers response below: The 12'-6" dimension is from face of stud to face of stud, therefore the dimension from grid A to end of stud is 12'-9". Thanks, Patty Fellenstein -TBA • Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) • There are no attachments for this section. Page: 1 of 1 1/6/2014 Task RFI 16 10010 - Mohawk & Olympic Glazing - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 16 Date Due: 12/26/2013 Status: Completed Category: In Process Request: Please confirm if the alternate for the Storefront is going to be selected or the base bid. Response: After discussions with KeyBank the base bid has been selected, this is the 1600 Series Curtain Wall system 3 with inside glazing option. Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. • J Page: 1 of 1 1/6/2014 Task RFI 17 10010 - Mohawk & Olympic HVAC - Clarification • Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 17 Date Due: 12/26/2013 Status: Completed Category: In Process Request: Please confirm is the alternate for the Mechanical system is going to be selected or the base bid. Response: Per KeyBank the Alternate HVAC drawing has been selected. Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. • Page: 1 of 1 1/6/2014 so Task RFI 18 • 10010 - Mohawk & Olympic Site Utilities - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 18 Date Due: 12/26/2013 • Status: Completed Category: In Process Request: Sheet C5.0, sanitary sewer note 2 states the assumed I.E. to be 457.65. Actual IE of existing SS connection is 463.38. Per sheet M1.1, the SS exiting the building should have a IE of 462.80. This is .58' lower than the existing P.O.C. Please advise Response: Please see the Mechanical Engineers Response below: Set the inv. at the exterior wall at 463.59'this will allow the sanitary to start • at 2' below finished and meet the invert of the sanitary on site. Site San Inv.=463.28' F.F. elev.= 465.80' 20' pipe at 74"/FT slope= 0.21' 564.80'- 0.21'=456.59' 465.59'-2.0' (start of san below floor) =463.59" Thanks, Mark Neuendorf-TBA Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. • • Page: 1 of 1 12/20/2013 • Task RFI 19 10010 - Mohawk & Olympic Concrete - Request Alternate Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 19 Date Due: 1/3/2014 Status: Completed Category: In Process Request: On sheet S1.0, near grid line 8, between B & C lines, The hook bars • as shown in detail 1 on S2.0 for the curbs at the short walls of the ATM bump out were missed during the initial footing pour. We would like to propose installing the hook bars (4 in total) at this location with "Simpson set-xp" adhesive before the slab and curb are poured. If this method is acceptable, please confirm required embedment depth Response: As we discussed on Friday, below is the response from the Structural Engineer. This method is acceptable. Please provide 6" minimum embedment into the footing pour. Thank You, Patty Fellenstein -TBA Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. • Page: 1 of 1 1/6/2014 Task • • RFI 20 • 10010 - Mohawk & Olympic Structural Metals - Detail Required Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 20 Date Due: 1/13/2014 Status: Completed Category: In Process Request: SUBJECT: Jamb Stud/Track Attachment SPEC/DRAWINGS/DETAIL: 9/S0.6, 1/S2.0, S0.1 Location: Varies QUESTION: The lower portion of detail 9/S0.6 shows the jamb stud attachment to the bottom track using a 1.5" x 1.5" x 54 mil clip, with the angle clip attached to the concrete using (2) .157 PAF @ 4" o.c. Detail 1/S2.0 shows that the concrete curbs are 6"wide. The PAF note on S0.3 tells us that the minimum edge distance for concrete is 3". At all locations of door and window openings the adjacent framing is built up on concrete curbs. Please indicate how to achieve attachment of angle clip described in 9/S0.6. Response: Please see the Structural Engineers Response below. FOR THIS APPLICATION ONLY, the clip may be attached to the curb with the specified PAFs spaced at 2" o.c. Thanks, Patty Fellenstein-TBA Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) , There are no attachments for this section. Page: 1 of 1 1/14/2014 • OUTLINE OF DRIVE TNRU CANOPY BY CANOPY VENDOR it. 9 9 (53.2) 53.2 B Wri OPP BUILT-UP • 71.4,11 MAX SPAN NEADER PER I DETAIL 4/50.6 I. I 411 I I I I I I 11 I N II I II I 2505137-43 0 L I I/2' X I I/2' X 43 MIL X 0'-2 I/21 LONG CLIP I 10 O.C. WI (2) 4110 SCREWS IN EA. LEG, TYP. EA. CORNER I - 2505137-43 JAMB STUD EA. SIDE OF _ SI� I OPENING I , TYP. I OUTLINE OF I I z WALL FINISH— �I =I 'zit • i-'`I I 2507150-43 @ ' TOP 4 BOT. OF 2-0 MAX -/ .2-0 MAX f I I OPENING, TYP. I I I I d_J< c _y at _ .� 4 1 ` ' : :•, . `PAVING PER CIVIL TRACK PER DET, 5/52.1 `FOUNDATION PER 521 FOUNDATION J PLAN MD DETAIL BEYOND PARTIAL ELEVATION 0 • AT ATM/AND OPENING SCALE N.7S. REVISION ISSUE:Q REVISION TO SHEET'. 113 ISSUE DATE: 01.07 2014 PROJECT NO. 2013-0367 KEYBANK S3.2 SKETCH NUMBER. Thorson Baker Associates 1625 Mohawk Boulevard C O N S U L T I N G E N G I N E E R S Springfield,OR 97477 S K-S-R F121 -1 3030 West Streetsboro Road (330)659-6688 Ph. Richfield,Ohio 44286 (330)659-6675 Fax VOCON • I- ill SEE I/53.0 FOR ADDITIONAL INFORMATION I BUILT-UP METAL STUD HEADER PER PLAN 4 DET. 9/S0.6 II ROOF SHEATHING PER PLAN _ r II is I lie (3) ROWS OF #10 VSCREWS @ 16' O.C. T/STUD= 9'-6' MAX r I •074Pntele ai I \ JOIST PER PLAN WITH 0 w FINISH PER ARCH I I CONT. 600TI50-43 EA. END CONT 600TI50-43 ? l WITH #10 SCREW EA. SIDE FASTEN TO EA JOIST WITH d 0 #10 SCREWS EA SIDE (3) #10 SCREWS AT EA STUD = z r BUILT-UP METAL STUD HEADER PER PLAN 4 DET. 9/50.6 a 250T150-43 CONT. FASTEN TO EA. STUD W/ #10 SCREW EA. SIDE FASTEN TO HEADER ABOVE W/ \ Il #10 SCREWS @ 5' 0.C. TRACK TOP 4 BOT. OF OPENING STUD WALL PER DET. 5/53.2 PER DET. 5/53.2. FASTEN TO EA. STUD W/ #10 SCREW EA. SIDE (El) WALL SECTION AT ATM SCALE: N.T.S. REVISION ISSUE:A REVISION 10 SHEET: 13 ISSUE DATE' 01.07.2014 PROJECT NO' 2013-0367 KEYBANK S3.2 SKETCH NUMBER: Thorson Baker Associates 1625 Mohawk Boulevard C O N S U L T I N G E N G I N E E R S Springfield,OR 97477 S K-S-R F121 -2 3030 West Streelsboro Road (330)659-6688 Ph. Richfield,Ohio 44286 (330)659-6675 Fax V000N • • Task RFI 21 10010 - Mohawk & Olympic Structural Metals - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 21 Date Due: 1/14/2014 Status: Completed • Category: In Process Request: SUBJECT: ATM Framing Clarification SPEC /DRAWINGS/DETAIL: 5/S3.2, 9/S3.2, 6/A6.1 Location: 8.2/B.5 Line QUESTION: 1)The right side of detail 5/S3.2 shows a maximum distance to the bottom of the box beam header as 6'-7"AFF while • 6/A6.1 shows the same location with an elevation of 7'-0"AFF. Confirming the former dimension of 6'-7" on 5/S3.2 is the correct • dimension. 2) The lower portion of detail 9/S3.2 shows the face of framing aligning between the transition from 6"to 2 ''/z' framing. 6/A6.1 shows that the 6" and 2 '/z"framing is offset at this same location. Confirming that 9/S3.2 is the correct profile. Response: The 6'-7"to bottom of beam header is the minimum dimension allowed for ATM clearance. This dimension is acceptable. See revised structural detail #5 &#9 on S3.2 (SK-1 and SK-2). Follow the structural revised drawing showing 6" & 2 %" stud aligned. There is no parapet for the ATM roof. The roof framing is 9'-6"from finished floor to top of metal joist. See architectural section#6/A6.1 and detail • #31/A7.1. Attachments 2013-0367_SK-S-RFI21-1.pdf - 38 Kb 2013-0367_SK-S-RFI21-2.pdf 39 Kb • Document Links (Existing documents within Expesite) Page: 1 of 2 1/14/2014 Task There are no attachments for this section. • Page: 2 oft 1/14/2014 Task RFI 22 10010 - Mohawk & Olympic Structural Metals - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 22 Date Due: 1/14/2014 Status: Completed Category: In Process • Request: SUBJECT: Header, Jamb and Sill Schedule SPEC/DRAWINGS /DETAIL: S0.6 QUESTION: The Header, Jamb and Sill Schedule, Key: H-1 describes a jamb stud built with (2) track and (2) studs and refers to Det J-2. J-2 shows a configuration with (1) track and (2) studs. Please clarify which is correct. • Response: Please see the response below from the Structural Engineer. The header construction shown in the schedule is correct. The H-1 header in the schedule should reference detail J-4 . Thanks, Patty Fellenstein-TBA Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/14/2014 r . . Task RFI 23 10010 - Mohawk & Olympic Rough Carpentry - Clarification • Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 23 Date Due: 1/14/2014 Status: Completed Category: In Process Request: SUBJECT: Room 114,North, East and West Walls SPEC /DRAWINGS/DETAIL:A1.0 Location: 5.7/B.2 Line QUESTION: Room 114, north, east and west walls aren't labeled with a wall tag. Sheet Note 5 says"All partitions Wall Type 6 UON" Confirming the walls described are Wall Type 6. Response: Use wall Type 5 for this area. Attachments • There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. • Page: 1 of 1 1/14/2014 . • Task • RFI 24 10010 - Mohawk & Olympic Rough Carpentry - Clarification Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 24 Date Due: 1/14/2014 • Status: Completed Category: In Process Request: SUBJECT: A7.1 Clarification SPEC/DRAWINGS/DETAIL: 16,19,23/A7.1 QUESTION: Each of the above details has a note regarding the 3 5/8" metal studs saying to"See structural drawings". The structural drawings don't reference these studs. Please clarify. Response: Studs to be 18 Gauge Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/14/2014 . . Task RFI 25 10010 - Mohawk & Olympic Rough Carpentry - Clarification - Assigned By: david brookhart • Assigned To: Scott Wallenhorst RFI Number: 25 Date Due: 1/14/2014 Status: Completed Category: In Process • Request: SUBJECT: Room 101, West SPEC / DRAWINGS / DETAIL: 4/A8.0 Location: 2/C-F Line QUESTION: The head of the storefront system in 4/A8.0 refers to 2/A7.0. Confirming that the correct detail is 2/A7.1. Response: This should read a 22/A7.1 just as it does on Section 5 on A6.1. Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/14/2014 • Task RFI 26 10010 - Mohawk & Olympic Structural Metals - Request Alternate Assigned By: david brookhart Assigned To: Scott Wallenhorst RFI Number: 26 Date Due: 1/14/2014 Status: Completed Category: In Process • Request: SUBJECT: Roof Framing Detail SPEC /DRAWINGS/DETAIL: 5/S3.0 Location: Varies QUESTION: 5/S3.0 shows Simpson S/HJCT joist hangers welded to • the beams. In lieu of welding is it acceptable to use (2) PAF's for attachment to beam flange? Response: Please see the Structural Engineers Response below: The Simpson S/HJCT hangers may be attached to the WF beam by using self drilling screws or welds as shown in the Simpson catalogue. Alternate fastening options, such as PAFs, must be reviewed by Simpson for acceptability and recommendations. Thanks, Patty Fellenstein -TBA Attachments There are no attachments for this section. Document Links (Existing documents within Expesite) There are no attachments for this section. Page: 1 of 1 1/14/2014 Lai I'' - -n win–tit t iSit Siola PITCH EIFS / MEMBRANE. I \ // PITCH EIFS PARAPET ELIMINATE STOP I : __ _ Y. FLASHING. t—\ ROOFING MEMBRANE i 3"OUICKSEAM SPLICE TAPE — i I I I — - '-- — OUICKPRIMEPLUST ..I "` 1 ,1, H,, ! r-----/____\,— 11 E— __ ,, ._I—r—I ye \I-1 I _ SEAL BETWEEN I �� 1 EIFS EDGE & iI -' I ._ __. MEMBRANE I I II EXTEND EPDM j I / ) i • I_ _._ UNDER N. & I I ( -I LAP DOWN. \ / I --\ I • 4"PLYWDSHTG / ! � I� I- ~—� � / I \� I i_ _ I_II� — I I K_/ i 11 !___I i • E14� DETAIL / SCALE: 3"= 1'-0"