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102 AQUAIC DR REVIEW COMMENTS AND INSPECTION PLAN 1.--- , y\i`l\, �s,� jk.'':. S CITY OF ATLANTIC BEACH 16:.....-, j 800 SEMINOLE ROAD J __)) ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 3/18/16 Permit#: 16-SFAT-1793 - 1801 (7) Applicant: TBR Aquatic Owner, LLC Site Address: 102 Aquatic Drive Address: Atlanta, Ga. Review: 2 Phone: 404-367-6520 RE#: 177603 0000 Email: david@tbrs.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Application is incomplete. Please submit the following documents: 1. Construction Site Management Plan. 2. Florida Product Approval Sheets, listing all required products. All numbers must show decimal places, indicating specific products. 3. Energy Sheets for each typs..ef unit, including Manuals D, J, and S. 4. Truss engineering, sig off by EOR as meeting his design. 5. Deck waterproofing installation details. 2. This site is in a special flood hazard area(SFHA) and requires, in addition to other permits, a Floodplain Development Permit,per COAB, Section 8-23, Floodplain Management Ordinance. The project will be in an AE-6 flood hazard area. COAB Freeboard is 2.5 ft.,resulting in a minimum FFE of 8.5 ft. (NAVD). Some of the garage floors appear to be below 8.5 ft. and, as such,those garages will require hydrostatic vents and flood-resistant materials below 8.5 ft,per FEMA and NFIP regulations. Please find, attached: 1) Floodplain Development Permit Application. 2) Floodplain Development Permit Application Checklist. 1 3. Please note: total building height is permitted to be me ed from FFE in a flood zone (this case). If this area is removed from the flood zone,through a LO OMR,total building height will be measured from established grade and some of these buildings ' e higher than the maximum height allowed. Please clarify. 4. The doors in ground-floor bathrooms must pro.,i�d( 29"clear opening,per FBC-R320. 5. Most of the MEP pages and many other architectural pages e a gray line that will not scan properly into the permanent record. Please submit clear, legible plans, i ding all details and notes. Documents will be electronically scanned to produce the final permanen cord, all documents must be clean, clear, and of sufficient density and having enough contrast to duce an acceptable scanned image. They must also be legible to build and inspect the project. 6. All pages produced by a design professional must b gned/sealed/dated. Please submit two complete packages of original signed/sealed/dated plans, s ' ications, and documents,per F.S.471.025 and 481.221, and FAC 61G15-23.002 and 61G1-16.005. 7. Due to the ground clean up and excavation on the site,ple rovide a third-party, signed/sealed/dated geotech report, documenting soil compaction and beari pacity. 8. Page S9.1 refers to Page S8.3. S8.3 wasi9eRiund. Please clarify. 9. Please provide details for fire-resistance rating of erior walls and overhangs within 5 feet of the assumed property line,per FBC-R302. Provide detail for ntinuation of fire-rated walls through soffits/roof overhangs. 10. Please provide details and clarify cantile all shown in Detail 13/S7.1. 11. It appears that these units will, or could be old as individual single-family dwellings. Please clarify electric, water, and sewer lines, includin electric meters on one unit and utilities crossing property lines. General Notes: Your re-submittal should include two complete sets of plans. Please insert the revised pages into the plan sets, and pages removed from the stamped "Job copy" set, should be marked as "old set" and should be included in the re-submittal. If old "Job copy" drawings, are not resubmitted there will be additional plan review fee charged due to the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified by circling, clouding or identified by some other legible method. ADDITIONAL ITEMS MAY BE REQUIRED -DEPENDING ON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Dan Arlington 247-5813 2 -S \-1`� S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j Z ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4/18/16 Permit#: 16-CVPR-740 Applicant: Urban Partners Site Address: 0 Aquatic Dr. Address: 3236 Beach Blvd. Review: 1 Phone: 270-2225 RE#: 177603 0000 Email: eg@urbanpartnersgroup.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. This site is in a special flood hazard area(SFHA) and requires, in addition to other permits, a Floodplain Development Permit,per COAB, Section 8-23, Floodplain Management Ordinance. The project will be in an AE-7 flood hazard area. Please find, attached: 1) Floodplain Development Permit Application. 2) Floodplain Development Permit Application Checklist. Dan Arlington, CBO, CFM 904-247-5813 darlington@coab.us 1 3. Please note: total building height is permitted to be measured from FFE in a flood zone (this case). If this area is removed from the flood zone,through a LOMA/LOMR,total building height will measured from established grade and some of these buildings will be higher than the maximum height allowed. 4. The doors in ground-floor bathrooms must provide a 29"clear opening, per FBC-R320. 5. Most of the MEP pages and many other architectural pages use a gray line that will not scan properly into the permanent record. Please submit clear, legible plans, including all details and notes. Documents will be electronically scanned to produce the final permanent record, all documents must be clean, clear, and of sufficient density and having enough contrast to produce an acceptable scanned image. They must also be legible to build and inspect the project. 6. All pages produced by a design professional must be signed/sealed/dated. Please submit two complete packages of original signed/sealed/dated plans, specifications, and documents,per F.S.471.025 and 481.221, and FAC 61G15-23.002 and 61G1-16.005. 7. Due to the ground clean up and excavation on the site,please provide a third-party, signed/sealed/dated geotech report, documenting soil compaction and bearing capacity. 8. Page S9.1 refers to Page S8.3. S8.3 was not found. Please clarify. 9. Please provide details for fire-resistance rating of exterior walls and overhangs within 5 feet of the assumed property line,per FBC-R302. Provide detail for continuation of fire-rated walls through soffits/roof overhangs. 10. Please provide details and clarify cantilever wall shown in Detail 13/S7.1. 11. It appears that these units will, or could be, sold as individual single-family dwellings. Please clarify electric, water, and sewer lines, including all electric meters on one unit and utilities crossing property lines. General Notes: Your re-submittal should include two complete sets of plans. Please insert the revised pages into the plan sets, and pages removed from the stamped "Job copy" set, should be marked as "old set" and should be included in the re-submittal. If old "Job copy" drawings, are not resubmitted there will be additional plan review fee charged due to the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified by circling, clouding or identified by some other legible method. ADDITIONAL ITEMS MAY BE REQUIRED -DEPENDING ON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Dan Arlington 247-5813 2 Arlington, Daniel From: Arlington, Daniel Sent: Thursday, August 11, 2016 8:53 AM To: 'David Weissman'; 'Justin Williams'; William Norris; Reeves, Derek Cc: Mike McPhail; Moore, Kayle; Mackey, Grace; Gindlesperger,Toni Subject: RE: Aquatic Townhomes David, I forgot one thing. The "Non-heated/cooled" on the original application states 51,007 sf. I only found 18,168 sf. Did I miss something? Dan Arlington From: David Weissman [mailto:davidw@tribridgeres.com] Sent:Tuesday,August 09, 2016 5:13 PM To:Arlington, Daniel<darlington@coab.us>; 'Justin Williams' <jwilliams@cwieng.com>; William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail <mikem@tribridgeres.com>; Moore, Kayle<kmoore@coab.us>; Mackey, Grace <gmackey@coab.us>; Gindlesperger,Toni<tgin@coab.us> Subject: RE:Aquatic Townhomes Thanks, Dan. We'll get back to you with questions. Best regards, Dave Weissman I Development Associate TRIBRIDGE RESIDENTIAL 1575 Northside Drive I Bldg 100,Suite 200 I Atlanta,GA 30318 P 404.367.6520 I M 404.451.3283 I www.tribridgeresidential.com From:Arlington, Daniel [mailto:darlington@coab.us] Sent:Tuesday, August 9, 2016 4:40 PM To: David Weissman <davidw@tribridgeres.com>; 'Justin Williams' <jwilliams@cwieng.com>; William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail<mikem@tribridgeres.com>; Moore, Kayle<kmoore@coab.us>; Mackey, Grace <gmackey@coab.us>; Gindlesperger,Toni <tgin@coab.us> Subject: RE: Aquatic Townhomes Hello, As stated earlier,the addresses for the 23 units have been assigned and we have received plans and one building permit application. No other documents have been received. The following is a list of documents still needed and issues to be discussed before the actual plan review can be completed. 1. We have converted the single permit application to seven (7) permits,one for each building. Please find the attached original permit application,valuations based on each building, and the individual Review Forms. The final cost of the permits will be determined after all departments review the project and submit their fees. All seven permits can be based on the single set of plans already submitted. 1 111is project is located in an AE-6 Flood Zone. Please find the attached Floodplain Development Permit Application and Checklist and submit the completed forms with the other required documents. The minimum FFE is 8.5 ft. (NAVD). Some of the garage floors appear to be below 8.5 ft. and, as such,those garages will need hydrostatic vents, per FEMA and NFIP regulations. r3-Please find the attached Plans Checklist and provide the Construction Site Plan Management Plan (#4 on the list). 4. Please submit Florida Product Approval Sheets, listing all required products. All numbers must show decimal places, indicating specific products. -s-5. Please submit Energy sheets for each type of unit in each building, including Manuals D,J, and S. .6. Please submit truss engineering, signed off by EOR as meeting his design. --Ttie bathroom doors on the ground floor of units B-3 and C-1 must comply with FBC-R320. Please provide two (2)copies of all documents. This is a preliminary review of the permit application and not the actual plan review. Other issues may be found at plan review. I hope this helps your submittal process. Sincerely, Dan Arlington, CBO, CFM From: David Weissman [mailto:davidw@tribridgeres.com] Sent: Friday, August 05, 2016 12:48 PM To:Arlington, Daniel<darlington@coab.us>; 'Justin Williams' <iwilliams@cwieng.com>; William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail<mikem@tribridgeres.com>; Moore, Kayle<kmoore@coab.us>; Mackey, Grace<gmackey@coab.us> Subject: RE:Aquatic Townhomes Thanks, Dan. How long does the GIS confirmation typically take? Dave Weissman I Development Associate TRIBRIDGE RESIDENTIAL 1575 Northside Drivel Bldg 100,Suite 200 1 Atlanta,GA 30318 P 404.367.6520 1 M 404.451.3283 1 www.tribridgeresidential.com From:Arlington, Daniel [mailto:darlington@coab.us] Sent: Friday, August 5, 2016 12:46 PM To: David Weissman <davidw@tribridgeres.com>; 'Justin Williams' <iwilliams@cwieng.com>; William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail<mikem@tribridgeres.com>; Moore, Kayle<kmoore@coab.us>; Mackey, Grace<gmackey@coab.us> Subject: RE: Aquatic Townhomes Dave, Your version looks good. I'm starting the notification process, contingent on GIS making sure there are no mapping surprises. Dan Arlington 2 From: David Weissman [mailto:davidw@tribridgeres.com] Sent: Friday, August 05, 2016 9:27 AM To:Arlington, Daniel<darlington@coab.us>; 'Justin Williams' <jwilliams@cwieng.com>; William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail<mikem@tribridgeres.com> Subject: RE:Aquatic Townhomes Dan, I'd prefer that the address either rise or fall in one direction. Are you good with the attached changes? Dave Weissman I Development Associate TRIBRIDGE RESIDENTIAL 1575 Northside Drivel Bldg 100,Suite 200 1 Atlanta,GA 30318 P 404.367.6520 1 M 404.451.3283 1 www.tribridgeresidential.com From:Arlington, Daniel [mailto:darlington@coab.us] Sent: Friday, August 5, 2016 8:45 AM To: David Weissman <davidw@tribridgeres.com>; 'Justin Williams' <jwilliams@cwieng.com>;William Norris <williamn@tribridgeres.com>; Reeves, Derek<dreeves@coab.us> Cc: Mike McPhail <mikem@tribridgeres.com> Subject: RE:Aquatic Townhomes All, Please see the attached draft of address numbers. The main address will be 102 Aquatic Drive, with bldg./unit numbers, as requested. Let's discuss and finalize. Regards, Dan Arlington From: David Weissman [mailto:davidw@tribridgeres.com] Sent:Tuesday, August 02,2016 10:21 AM To: 'Justin Williams'<jwilliams@cwieng.com>; William Norris<williamn@tribridgeres.com>; Reeves, Derek <dreeves@coab.us> Cc:Arlington, Daniel <darlington@coab.us>; Mike McPhail <mikem@tribridgeres.com> Subject: RE: Aquatic Townhomes Dan, Your voice mailbox seems to be full.Can you or Derek give me a call when you have a chance? I want to make sure you're not waiting for anything from us that would be holding back the assignment of our address. I appreciate your time. Thanks, Dave Weissman I Development Associate 3 TRIBRIDGE RESIDENTIAL 1575 Northside Drive I Bldg 100,Suite 200 I Atlanta,GA 30318 P 404.367.6520 I M 404.451.3283 I www.tribridgeresidential.com From: David Weissman Sent:Sunday,July 31, 2016 5:49 PM To:Justin Williams<iwilliams@cwieng.com>; William Norris<williamn@tribridgeres.com>; Reeves, Derek <dreeves@coab.us> Cc:Arlington, Daniel <darlington@coab.us>; Mike McPhail <mikem@tribridgeres.com> Subject: RE: Aquatic Townhomes Resending email chain to keep this item fresh in our inboxes. Any updates? Thanks, Dave Weissman I Development Associate TRIBRIDGE RESIDENTIAL 1575 Northside Drive I Bldg 100,Suite 200 I Atlanta,GA 30318 P 404.367.6520 I M 404.451.3283 I www.tribridgeresidential.com From:Justin Williams [mailto:iwilliams@cwieng.com] Sent:Wednesday,July 27, 2016 6:56 AM To:William Norris<williamn@tribridgeres.com>; David Weissman<davidw@tribridgeres.com>; Reeves, Derek <dreeves@coab.us> Cc:Arlington, Daniel<darlington@coab.us>; Mike McPhail <mikem@tribridgeres.com> Subject: RE:Aquatic Townhomes Dan, We haven't received any addressing yet to my knowledge. Can you weigh in. Thanks. Justin Williams, P.E. Sr. Project Manager r , , Connelly & Wicker Inc. rtannsng • tnq{nccnng • L r dSCepc AlchI ecture 10060 Skinner Lake Drive I Suite 500 I Jacksonville, Florida 32246 P:904.265.3030 I F:904.265.3031 I C:904.705.6963 www.cwieng.com From: William Norris [mailto:williamn@tribridgeres.com] Sent: Tuesday, July 26, 2016 3:13 PM To: David Weissman; Justin Williams; Reeves, Derek Cc: Arlington, Daniel; Mike McPhail Subject: RE: Aquatic Townhomes Justin/Derek, Were we able to get this resolved? 4 My understanding was that the city was referring to this project as 102 Aquatic Drive. If that is the address that has already been assigned,then we will work with it. Our preference would be to number the buildings and units as Dave describes below. Thank you, William Norris I Development Manager TRIBRIDGE RESIDENTIAL 1575 Northside Drive l Bldg 100,Suite 200 I Atlanta,GA 30318 P 404.367.6523 I M 770.634.7661 I www.tribridgeresidential.com From: David Weissman Sent:Wednesday,July 13, 2016 9:58 AM To:Justin Williams<jwilliams@cwieng.com>; Reeves, Derek<dreeves@coab.us> Cc:William Norris<williamn@tribridgeres.com>;Arlington, Daniel<darlington@coab.us> Subject: RE: Aquatic Townhomes Thanks,Justin and Derek. Yes if possible we'd really like an Atlantic Blvd address.Also,we'd like to use the building number as the first digit and increase the addresses numerically as you drive into the property past building#1. For example building#1 would include 101, 102, 103 ..... building#2 would include 201, 202, 203.... Etc. Please let me know if we have options. Thank you, Dave Weissman I Development Associate TRIBRIDGE RESIDENTIAL 1575 Northside Drive I Bldg 100,Suite 200 I Atlanta,GA 30318 P 404.367.6520 I M 404.451.3283 I www.tribridgeresidential.com From:Justin Williams [mailto:jwilliams@cwieng.com] Sent: Monday,July 11, 2016 6:57 PM To: Reeves, Derek<dreeves@coab.us> Cc:William Norris<williamn@tribridgeres.com>; Arlington, Daniel <darlington@coab.us>; David Weissman <davidw@t rib ridgeres.com> Subject: Re: Aquatic Townhomes Thank you Derek. Dan, I think what Derek stated is consistent with what we discussed; i.e. A single address with building numbers or unit numbers.Also, I'm pretty sure Tribridge would love a Atlantic Blvd address if that is an option but I am guessing it needs to be an Aquatic address. I am cc'ing Tribridge so they can provide feedback if there is some flexibility for how the addresses are done. Thanks Justin Williams, P.E. Connelly&Wicker, Inc. 904.265.3030 On Jul 11, 2016, at 6:26 PM, Reeves, Derek<dreeves@coab.us>wrote: 5 Hey Justin, As far as I know addresses have not been assigned for this project.Technically Dan Arlington should be assigning addresses as our code states that it is part of the Building Official's responsibilities. I'm sure that Dan would be open to some input if you guys have any thoughts. I would assume that you want one address for the overall property(XXX Atlantic Blvd or XXX Aquatic Dr) and then unit numbers for each apartment/townhome.Would you want them by building number or just a continuous count? It would probably be helpful if we had a little site plan that Dan could print of and mark up. Let me know if I can be of any help. Thanks, Derek W. Reeves Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5841 dreevesCc�coab.us From: Justin Williams [mailto:jwilliamsPcwieng.com] Sent: Monday, July 11, 2016 5:51 PM To: Reeves, Derek Cc: William Norris (williamn@tribridgeres.com) Subject: Aquatic Townhomes Hey Derek, Happy Monday, I hope you are doing good. Have addresses been assigned yet, could you forward me a list of what they will be? We need them to move forward with the JEA electrical design. Thanks. Justin Williams, P.E. Sr. Project Manager 10060 Skinner Lake Drive I Suite 500 I Jacksonville, Florida 32246 P:904.265.3030 I F:904.265.3031 I C:904.705.6963 www.cwieng.com 6 MIL STRUCTURAL INSPECTION PLAN FOR THE FOLLOWING THRESHOLD BUILDING: Aquatic Townhomes Atlantic Beach, Florida 21 July 2016 C E N Vs; * No.59659 ,„ * • :�; �'• STATE OF •'w Owner Tribridge Residential Architect of Record Poole & Poole Architecture Structural Engineer of Record Davis & Church, LLC ) E © EDV JUL 222016 Statement of Structural Inspections on a Threshold Building This statement of Structural Inspections is submitted as a condition for permit issuance in accordance with the 2010 Florida Building Code. It includes a Schedule of Structural Inspection Services applicable to this project. The Special Inspector shall keep records of specified inspections and testing and shall furnish copies of inspection and testing reports to the building official and to the appropriate registered design professionals of record. Discrepancies from the approved plans and specifications and code violations observed during the conduct of inspection services shall be brought to the immediate attention of the contractor for correction and to the attention of the appropriate registered design professionals of record. Upon completion of construction, the Special Inspector shall file a signed and sealed statement with the Building official and Structural Engineer of Record certifying that the structure is constructed in accordance with the Contract Documents and approved Shop Drawings. The qualifications of the Special Inspector are subject to the approval of the Building Official. As a minimum requirement, the Special Inspector shall be a person certified, licensed or registered under Chapter 471, Florida Statutes, as an engineer or under chapter 481 as an architect. The credentials of the Special Inspector shall be provided if requested. The Special Inspector shall be engaged by the Owner, and not by the Contractor or Subcontractor whose work is to be inspected or tested, but the Special Inspector shall be responsible to the enforcement agency. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. The following sheets comprise the required Schedule of Threshold Inspections to be performed by the Special Inspector for this project. The construction divisions, which require special inspections for this project, are as follows: ❑ Soils and Shallow Foundations ❑ Cold-Formed Steel Framing ❑ Cast-in-Place Concrete ❑ Spray Fire Resistant Material ❑ Precast Concrete ❑ Wood Framing and Sheathing ❑ Masonry ❑ Structural Steel Prepared by: Davis &Church,LLC Building Official's Acceptance: Signature Date • Structural Inspection Plan • 1 Aquatic Townhomes Atlantic Beach, FL Schedule of Special Inspection Services on a Threshold Building Soils- Item Inspection Service Scope Frequency 1. Sub-grade Periodic Field Inspection Prior to placement of controlled fill,observe sub-grade and verify that site has been prepared properly. Periodic Field Inspection Verify materials below shallow foundations are adequate to achieve the design bearing capacity 2 Site preparation Periodic Field Inspection Verify excavations are extended to proper depth and have and foundation reached proper material. Excavations Continuous Field Inspection Verify site and building pad preparation complies with project soils report. 3. Controlled Fill Continuous Field Inspection Verify use of proper materials,densities and lift thicknesses during placement and compaction of controlled fill. Periodic Review Field Verify dry density of compacted fill complies with project Testing soils report. Periodic Perform classification and testing of controlled fill materials Shallow Foundations 1. Quality Control Periodic Field Inspection Verify that the vapor barrier,steel reinforcement,embedded materials and accessories are placed in accordance with the Project Contract Documents and approved shop drawings. Periodic Field Inspection Verify that the depth and width of isolated spread and wall footings,turn-down slab edges,interior thickened slabs and overall slab-on-ground thickness are in conformance with the Project Contract Documents. • Structural Inspection Plan • 2 Aquatic Townhomes Atlantic Beach, FL Cast-in-place Concrete Item Inspection Service Scope Frequency 1. Mix Design Periodic Review batch tickets Verify use of required design mix 2. Reinforcement Periodic Field Inspection Review the size,grade,spacing,location,cover and Installation 13 (prior to each placement of the reinforcing steel for compliance with pour) the Project Contract Documents and the approved shop drawings. 3. Formwork 3 Periodic Field Inspection Review geometry,elevations and slopes for compliance (prior to with the Project Contract Documents. placement of Field Inspection Verify that required embed plates and other embedded reinf) shapes are in place prior to concrete placement. 4. Shoring&Re- Periodic Field Inspection Review shoring and re-shoring for compliance with shoring shoring shop drawings. 5. Concrete Continuous Field Inspection Inspect the placement of concrete for proper application Placement 13 techniques Continuous Field Testing Test slump and temperature of each batch and verify conformance with the Project Contract Documents. Continuous Field Testing Test air content when compressive strength specimens are molded. Continuous Review field testing Perform testing in accordance with ACI 301.Obtain and lab reports minimum 1 set of 4 cylinders for each compressive strength test. Test one specimen 7 days,2 at 28 days and retain one in reserve for later testing if required. Obtain 1 set of cylinders not less than once a day nor less than 1 set for every 100 cubic yards of concrete placed. 6. Curing and Periodic Field Review Verify that hot and cold weather concreting is in Protection 6,7 conformance with ACI 305R and 306R respectively when required. Periodic Field Review Verify curing is in accordance with the Project Contract Documents. 7. Floor Flatness Periodic Review Flatness& Verify that Flatness(FF)and levelness(FL)numbers are &Levelness 4,5 Levelness reports in accordance with the Project Contract Documents,ACI 117 and ACI 302.1R • Structural Inspection Plan • 3 Aquatic Townhomes Atlantic Beach, FL Pre-Cast Concrete Item Inspection Service Scope Frequency 1. Embed Plates, Periodic Field Inspection Verify connections of embed plates,weld plates,and Weld Plates& connections of pre-cast members to supporting cast-in- Connections place concrete components are in accordance with approved shop drawings. 2. Treatment of Periodic Field Inspection Verify all exposed steel is hot-dipped galvanized. Exposed Steel 3. Column Base Periodic Field Inspection Verify location,size and quantity of base plates&anchor Plates bolts are in accordance with approved shop drawings. • Structural Inspection Plan • 4 Aquatic Townhomes Atlantic Beach, FL Masonry Item Inspection Service Scope Frequency 1. Mixing of Periodic Review field Verify that mortar and grout meet the standards&strength Mortar and testing and lab in accordance with the Project Contract Documents. Grout 9 reports 2. Installation of Periodic Field Inspection Verify concrete masonry units(CMU)are installed in Masonry 8,9 accordance with the Project Contract Documents and within tolerances established in ACI 530. 3. Reinforcement Periodic Field Inspection Review the size,grade,spacing,cover and condition of the Installation 8'9 reinforcing steel for compliance with the Project Contract Documents and the approved shop drawings. 4. Grouting Periodic Field Inspection Verify that all cells below grade are fully grouted. Operations 8'9 Periodic Field Inspection Verify grout space is clean prior to grouting. Periodic Field Inspection Verify that all cells containing reinforcing are fully grouted. Periodic Field Inspection Verify that grout placement is in accordance with the Project Contract Documents and in conformance with ACI 530.1 5. Weather Periodic Field Inspection Verify that top of unfinished masonry work is covered to Protection 9 protect it from the weather. Field Review Verify the implementation of hot and cold weather procedures in accordance with Section 1.8 of ACI-530.1 6. Evaluation of Periodic Review field Verify masonry assembly strength is in accordance with the Masonry testing and lab Project Contract Documents. Strength 8'9 reports 7. Anchors and Periodic Field Inspection Verify that installation of anchors,sill plates and ties are in Ties 8'9 accordance with the Project Contract Documents and ACI 530. • Structural Inspection Plan • 5 Aquatic Townhomes Atlantic Beach, FL Cold-Formed Steel Framing Item Inspection Service Scope Frequency 1. Framing Periodic Field Inspection Verify the size,gauge and spacing of all cold-formed steel Members framing members are in conformance with approved shop drawings. 2. Connections Periodic Field Inspection Verify all connections of cold-formed steel members are in conformance with approved shop drawings. 3. Bracing Periodic Field Inspection Verify all members are braced in accordance with the approved shop drawings. • Structural Inspection Plan • 6 Aquatic Townhomes Atlantic Beach, FL • Spray Fire Resistant Material Item Inspection Service Scope Frequency 1. Surface Periodic Field Inspection Verify surface condition preparation of structural members. Preparation 2. Application Periodic Field Inspection Verify application of sprayed fire-resistant materials. 3. Average Periodic Field Inspection Verify average thickness of sprayed fire-resistant materials Thickness applied to structural members. 4. Density Periodic Field Inspection Verify density of the sprayed fire-resistant material &Submittal complies with approved fire-resistant design. review 5. Bond Periodic Field Inspection Verify the cohesive/adhesive bond strength of the cured &Submittal sprayed fire-resistant material. Review • Structural Inspection Plan • 7 Aquatic Townhomes Atlantic Beach, FL Wood Construction Item Inspection Service Scope Frequency 1. Quality Periodic Field Inspection Verify that lumber is well marked and conforms to Control 10 standards established by a national governing agency,i.e. Southern Pine Inspection Bureau(SPIB),West Coast Lumber Inspection Bureau(WCLIB)or Western Wood Products Association(WWPA) 2. Material Periodic Field Inspection Verify that the size,location,spacing,species,and grade of Grading10 all wood beams,headers,studs and trusses are in conformance with the Project Contract Documents and approved shop drawings. Periodic Field Inspection Verify panel grade and thickness of roof,floor and wall sheathing. 3. Connections Periodic Field Inspection Verify that truss/joist,beam and wall anchorage is in conformance with the Project Contract Documents and approved shop drawings. Periodic Field Inspection Verify that truss/joist and beam hangers are installed per manufacturer's recommendations. Periodic Field Inspection Verify sill plate anchorage is in conformance with the Project Contract Documents and approved shop drawings. Periodic Field Inspection Verify post base and cap connectors are installed per manufacturer's recommendations. 4. Framing and Periodic Field Inspection Verify framing conditions are in conformance with the Details Project Contract Documents. 5. Diaphragms Periodic Field Inspection Inspect size and location/configuration of shear walls and and Shear diaphragms. Walls 10 Periodic Field Inspection Verify panel grade and thickness are in conformance with the Project Contract Documents. Periodic Field Inspection Verify blocking and nailing patterns are in conformance Project Contract Documents. Periodic Field Inspection Verify shear truss blocks or panels have been installed per the Project Contract Documents and approved shop drawings. Periodic Field Inspection Verify that shear wall end anchorage is in conformance with the Project Contract Documents and approved shop drawings. 6. Pre-engineered Periodic Field Inspection Verify truss placement is in accordance with the approved Wood Trusses shop drawings. Periodic Field Inspection Verify truss end bearing lengths are in conformance with the approved shop drawings. Periodic Field Inspection Verify all field truss repairs are in accordance with truss engineer's recommendations. Periodic Field Inspection Verify field storage,handling and installation of trusses is in conformance with the approved shop drawings. • Structural Inspection Plan • 8 Aquatic Townhomes Atlantic Beach, FL • Structural Steel Item Inspection Service Scope Frequency 1.Bolting Periodic Field Inspection Inspect installation of high-strength bolts for conformance with the"Specification for Structural Joints Using ASTM A325 or A490 Bolts"by the Research Council on Structural Bolts,and the contract documents. 2.Welding Periodic Field Inspection Perform visual inspection of all welds in accordance of AWS D1.1. Perform ultrasonic testing on all groove welds. Periodic Field Inspection Confirm welder qualification certificates are current and available on site. 3.Erection& Periodic Field Inspection Verify that the general geometry and elevation of the Details erected steel framing conforms to contract documents and approved shop drawings. Periodic Field Inspection Verify connections are installed in accordance with contract documents and approved shop drawings. Periodic Field Inspection Verify that base plates and anchor bolts are placed in accordance with plans Periodic Field Inspection Verify that columns are placed in locations in accordance with plans. Periodic Field Inspection Verify that Column cap plates and base plates are secured in place prior to placement of concrete floor above. • Structural Inspection Plan • 9 Aquatic Townhomes Atlantic Beach, FL References 1. ACI 318-08,Building Code Requirements for Structural Concrete 2. Project Soils Report—See Drawing SO.1 Section 5 Note A. 3. ACI 301, Specifications for Structural Concrete 4. ACI 117 Standard Specifications for Tolerances for Concrete Construction and Materials(reapproved 2002) 5. ACI 302.1R-04 Guide for Concrete Floor and Slab Construction 6. ACI 305R,Hot Weather Concreting 7. ACI 306R,Cold Weather Concreting 8. ACI 530-08 Building Code Requirements for Masonry Structures 9. ACI 530.1-08 Specification for Masonry Structures 10. AF&PA:NDS—08,National Design Specification for Wood Construction—2008 Edition • Structural Inspection Plan • 10 Aquatic Townhomes Atlantic Beach, FL Th0TTEBELO%V01fFICEUSEO NLY Applica. e o.es: U ( ' A i ili U C DR Review Result (circle one): Approved Disapproved Approved wi Conditions Review Initials/Date: t v ZS () Development Size Habitable Space Non-Habitable Impervious area Miscellaneous Information Occupancy Group V, - "j Type of Construction "Srb Number of Stories 3 Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone E- Conditions/Comments: seal �` f`---- , \ III t I. d-•�� .,,,,,,,, rnrodrtnrfiu rAcwiau fit •% i A va - ` ,7 —'BLDG#6 > � cr ,! 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