AIA 101 Agreement 08302024 - Laserfiche WebLink

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LOWER VALLEY TRANSFER STATION RESPONSE TO RFI QUESTIONS - August 1, 2024 ucrroa DATE REMAD x 101 QUESTION USPOIN4E 1.Terminal/Stretch/line Post/Top Rail Sizing & Galvanization: We are proposing/clarifying the use of 2-7/8" 40 wt. terminal and stretch posts with 2-3/8" 40 wt. line posts with 1-5/8" 40 wt top and bottom rail. This is the industry standard for a 6-ft chain link commercial fence with privacy slats. Currently the WSDOT specifications call out for 2-3/8" terminals with 1-7/8" line posts with 1-7/8" top rail and bottom rail. The end caps and bottom rail two way brackets are available but very rare and expensive and way outside of the norm for a project of this scope. 2.1're-Slatted Mesh or Traditional Bottom Lock Privacy Slats: 1. Contractor shall bid using WSDOT specifications. If contractor is awarded Currently the specifications call out for traditional (Tan) bottom lock privacy slats which have to be the contract, Owner will entertain value engineering proposals. manually installed one by one. This Is not a conflict and very standard. There is another product which is a pre -slatted chain link mesh which has wider diamonds and I don't believe you can get it 2. Contractor shall bid using project specifications. If contractor is awarded standard in the 2.0 oz galvanization coating but it saves on labor to manually install the traditional the contract, Owner will entertain value engineering proposals. -- 7/30/2024 79 privacy slats and we want to clarify to make sure that we are to bid the traditional bottom lock privacy slats and not the pre -slatted mesh? 3. Provide ASTM F1043 Heavy Industrial Pipe 3. Post and Top/Bottom Rail ASTM Requirements: 4. Per ASTM A392, provide Class 2 weight of 2.0 oz/SF. Contractor shall bid Currently there is a conflict within the fencing specifications in regards to the ASTM requirements using 2.0 oz/SF specification. If contractor is awarded the contract, Owner will on the posts and top/bottom rail. It states the use of ASTM F1083 pipe schedule 40 domestic but entertain value engineering proposals. then it also states in section 2.03 Source Quality Control kl the use of ASTM F1043 Heavy Industrial pipe which is more the industry standard and the latter is definitely less expensive for generally the same product. Which are we to use? 4. Galvanized Chain Link Mesh: Currently the specifications read to use ASTM A392 zinc coated steel which is the 2.0 oz/SF specification. The industry standard is usually the 1.2 oz/FS. There is a significant cost difference between the two and we just want to clarify which mesh to use specifically. Hardware Group 7 (1,16-7): Restrooms. Hinge x3 McKinney T4A3386 US32D 4.Sx4.5 Lockset Corbin Russwin ML2055 NSA 630 SA114 M17 LC M26 Mortise Housing (key) Best CoreMax Construction Core Best TEMP-4 RED Closer Norton PR7500SSM 6895N6 Wall Stop Trimco 1270CV 626 Gasket Pemko S88D length as required. Kickpiate Trimco K005010x2"LDW 630 Thumb Latch and Status Indicator -- 7/30/2024 80 087100 hardware spec is missing hardware for groups 7 and 8 can you get clarification please? Hardware Group 8 (HG-8): Conference, Offices Hinge x3 McKinney T4A3386 U532D 4.5x4.5 Lockset Corbin Russwin ML2055VR NSV 630 SA114 M17 LC M26 Mortise Housing (key) Best CoreMax Construction Core Best TEMP-4 RED Closer Norton PR750OSSM 689 SNB Wall Stop Trimco 1270CV 626 Gasket Pemko 588D length as required. Kickplate Trimco K0050 30x2"LDW 630 Threshold Pemko 271A FHSL25 Door Bottom Pemko 216APK 36" 1. In regards to Detail 2, 9 and 11 on 1_S303 How is the 5/8 plate attached to the push wall framing? I don't see a weld size or layout callout? And at the joints of the 5/8 plate, is it a close butt joint with no weld or is that a welded seam? If 1. Attach the HSS framing to the vertical 5/8" plate with 3/16" fillet each side welded is it ground flush? at 2" length and 12" pitch. Provide a grove weld and grind flush. 2. 1s the steel push wall 8' -6" overall including the angled 5/8" plate on top? Or if just the level 2. The angled 5/8" plates will sit on top of the 8'.6" steel wall. portion of the steel wall V-6" then the angled plates above that? 3. The material callout for the armor plate is A36. 3. What is the material callout for the armor plate? AR400 or something else? — 7/30/2024 B1 4. The 5/8" armor plate is only required at concrete push walls. Weld the 4. Does the armor plate run the length of the steel push wall? Or just embedded in the concrete seam between the armor plate and steel wall plate with a groove weld and wall? And does the weld joints need to be ground flush7 grind flush. 5. What are the diameter and length of the concrete anchors that hold the steel push wall? S. 3/4" 0, 8" of minimum embed, 16' on center. And at what spacing? 6. Change the note to read: HOPPER PER STRUCTURAL, 6. We assume note on detail 1, sheet 1-A102 that points to the hopper and says "future steel" Is a typo? 8/1/2024