The URL can be used to link to this page

RIVER ROCK RESIDENCE RATINGS r J. �; Of Massachusetts oxl ` , 'The Construction Testing People'Npsw -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) FIRESTOPPING INSPECTION Report Date 08-20-2018 Report No. 4 Distribution Copy Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Contractor Aberthaw Construction Co. WEATHER: TIME: 1: 00 PM CONTACT: John Klem SUMMARY: Attached is the firestopping inspection report prepared by UTS inspector Len Crabtree for the above project. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Crabtree No 4.00 1 Hr(s) REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Aberthaw Construction Co. David Kates Aberthaw Construction Co. John Klem LAR Property Management Jeannie Giuggio LAR Property Management Anthony Roberto Aberthaw Construction Co. Jeffrey Alley Khkasa Design, Inc. Jerry Wilson Goldstein-Milano Brent Goldstein Goldstein-Milano Michael Milano City of Salem Thomas St. Pierre Aberthaw Construction Co. Fred Dickie a UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-20-2018 Report No. 4 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L84809 r•. 1.�i a Of�sachuletts Inc. .Mill''/ 'The Construction Testing People 5 Richardson Lane Stoneham,Ma 02180 FIRESTOPPING INSPECTION REPORT Project: River Rock Residence&Townhouse Date:08/20/18 Location:Salem,MA Weather: clear 80's General Contractor: Aberthaw Construction Co. Contact: -John Klem and Bruce Borque—Aberthaw Const.Co. Drawings:Rectorseal system assembly details Area Reviewed:Level 3 units 301-306(floor and ceiling and wall through penetrations) Summary:The writer of this report met with John Klem of Aberthaw Const.Co.The purpose of this visit was to perform a firestopping inspection at the above referenced project. Electrical penetrations,HVAC penetrations,plumbing penetrations and sprinkler penetrations were inspected during this site visit. Inspection of Level 3:Units 301-306 Through floor/sole plate and ceiling/lower top plate penetrations Plumbing penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC pipes through floor/sole plate and lower top plate penetrations per system assembly detail F-C-2042,2-inch max PVC/CPVC and detail F-C-2049,4-inch max PVC/CPVC through floor/sole plate and lower top plate penetrations. Firestop installation at units 301-306 was incomplete at the time of this inspection. The majority of the pipes were firestopped at the floor and at the upper(ceiling). Several 3"and 4"collars were not installed at the time of this visit,missing collars were installed and installation was witnessed. At several PVC vent and intake pipe penetrations at the ceiling,the firestop was not continuous around the pipe and voids were present. Deficient items were identified and corrective actions were in progress during this site visit.INCOMPLETE(Work in Progress) Electrical penetrations Rectorseal brand Metacaulk Putty was used for the wire bundles and single wire through floor/sole plate and lower top plate and drywall penetrations per system assembly details. Firestop installation at units 301-306 has been mostly completed. Destructive testing was performed at several locations at each unit. Firestop has been installed at the electrical conduit at the breaker box at each unit. An occasional wire penetration was noted as not being firestopped. Deficient items were addressed and corrected during this site visit and are in conformance with the above mentioned details. COMPLETE UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-20-2018 Report No. 4 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L84809 HVAC penetrations Rectorseal brand Metacaulk 1000 was used for the AC unit line-sets and duct through lower top plate penetrations per system assembly details C-AJ-8161 and C-AJ-7075. Firestop installation at units 301-306 was complete at the time of this inspection.A few deficient items were corrected during this site visit and are in conformance with the above mentioned details. COMPLETE Sprinkler penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC through wall penetrations per system assembly detail W-L-2170. Firestop installation at units 301-306 was incomplete at the time of this inspection. The previously noted deficient 1-1/2"sprinkler pipe was firestopped and is in conformance with the above mentioned detail. COMPLETE Amount of Penetrations Unit 1.5" 3/4" 2" 2" 3" 4" Electrical wires Line sets CPVC CPVC PVC Gas PVC PVC (single and sprinkler pipe pipe pipe pipe pipe clusters) pipe 15 I 301 2 10 12 1 2 1 17 1 302 3 2 11 1 4 1 1 303 2 2 10 2 2 1 31 304 4 6 12 1 4 0 35 1 305 2 5 12 2 1 2 24 1 306 2 7 9 2 1 2 34 1 Disclaimer:Limitations of Report This report is based on observations of the inspector on the day of the inspection,as well as any additional information furnished to the inspector at or before the inspection.This report cannot account for conditions that were not reasonably observable upon inspection,or for pertinent information not made available to the inspector,or for changes in conditions subsequent to the inspection. Accordingly,while the inspector has conducted a reasonably thorough inspection based upon ASTM STANDARDS E2174 and E2393,and believes the information contained in this report to be accurate. Neither the inspector nor Universal Testing Services of Massachusetts,Inc.may be held liable for any failure to detect deficiencies that a reasonable inspection would have revealed,NO WARRANTIES OF ANY KIND ARE GIVEN IN CONNECTION WITH THIS REPORT. The details at the above location(s)are incomplete as noted above.The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. U.T.S.Representative: Lennon Crabtree L I. ..1 Of Massachusetts I� * 4 'The Construction Testinifolvg People'wil -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) WOOD FRAMING INSPECTION Report Date 08-31-2018 Report No. 6 Distribution Copy Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Contractor Aberthaw Construction Co. WEATHER: .TIME: 6 : 00 AM CONTACT: Mario Sousa SUMMARY: Attached is the wood framing inspection report prepared by UTS inspector Patrick Sullivan for the above project. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Pat Sullivan No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree otQ v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Aberthaw Construction Co. David Kates Aberthaw Construction Co. John Klem LAR Property Management Jeannie Giuggio • LAR Property Management Anthony Roberto Aberthaw Construction Co. Jeffrey Alley Khkasa Design, Inc. Jerry Wilson Goldstein-Milano Brent Goldstein Goldstein-Milano Michael Milano City of Salem Thomas St. Pierre Aberthaw Construction Co. Fred Dickie City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-31-2018 Report No. 6 Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Attachment wi i►�a Of Plassoc Inc. People itt.ta j The Construction Testing 5 Richardson Lane Stoneham,Ma 02180 Page 1 of 2 Wood Framing Inspection Project Name:Pioneer 1760 Revere Beach Parkway Everett MA Date:08/31/2018 Contractor:Plumbhouse Construction Corp Contact:Mario Sousa Purpose:Wood Framing Inspection Inspector:Patrick Sullivan Area Reviewed:Levels 3,4,5,and 6-Cube 12 Summary:This writer above met with representative from Plumbhouse Construction Corp.The purpose of this visit was to perform a review of the general structural wood framing at the above named site. The following was observed: Plans:S100—S306 9/11/2017 • A review of all plans,details and work for the areas above was completed. Level 3 • Anchor bolts placed 16 inches on center at shear wall locations and 32 inches on center non shear wall locations. • All shear walls interior have been reviewed,Nail patterns were placed 4 inches on center at all seams and boundary locations and 10 inches in the field. • All floor trusses tied in 10 feet on center. • Truss tie in at exterior wall four feet on center. • Stud bearing wall schedule reviewed. • Ledger board schedule attachment for CMU wall locations reviewed and complete. • Ledger board schedule attachment for stairway locations reviewed and complete. Levels 4,5 • Stud bearing wall schedule reviewed. • Bottom sill plate attachment is 2 X 16D nails at 16 inches on center. • PSL post locations installed with Simpson top and bottom mounting hardware. • All truss have been braced 10 feet on center. • All truss squash blocking and solid blocking completed. • All Simpson truss and joist hangers have been completed using all nail holes. • All shear walls interior have been reviewed,Nail patterns were placed 4 inches on center at all seams and boundary locations and 10 inches in the field. • Sub floor nail diaphragm patterns reviewed—complete. • Panel joint attachments are ledger lock screws placed 12 inches on center each side,staggered. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date o8-31-2018 Report No. 6 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L848095 N. 1.111 O f Massachusetts Inc.■r.r..l r vt 4trii�I _T� Testing People 5 Richardson Lane Stoneham,Ma 02180 Page 2 of 2 • Ledger board schedule attachment for CMU wall locations reviewed and complete. • Ledger board schedule attachment for stairway locations reviewed and complete. Level 6 • Stud bearing wall schedule reviewed. • Bottom sill plate attachment is 2 X 16D nails at 16 inches on center. • PSL post locations installed with Simpson top and bottom mounting hardware. • All truss have been braced 10 feet on center. • All truss squash blocking and solid blocking completed. • All Simpson truss and joist hangers have been completed using all nail holes. • All shear walls interior have been reviewed, nail patterns were placed 4 inches on center at all seams and boundary locations and 10 inches in the field. • Sub floor nail diaphragm patterns reviewed—complete. • Panel joint attachments are ledger lock screws placed 12 inches on center each side,staggered. • Ledger board schedule attachment for CMU wall locations reviewed and complete. • Ledger board schedule attachment for stairway locations reviewed and complete. • All Hurricane clip areas reviewed and complete. The details in the above area(s)are complete at the conclusion of this inspection unless specified otherwise.The results of this inspection were discussed with the aforementioned contact person prior to departure from the project site. Signed: Patrick Sullivan UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date o8-22-2018 Report No. 5 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L84809 • Of�Massachusetts Inc. *t i1ii�7/ "The Construction Testing People" 5 Richardson Lane Stoneham,Ma 02180 Page 1 of 1 Wood Framing Inspection Project Name:River Rock Salem MA Site Visit Date:8/22/2018 Contractor.Aberthaw Construction Co. Contact:John Klem Purpose:Wood Framing Inspection Inspector:Patrick Sullivan Area Reviewed:Level 2 All units and corridors Summary: This writer above met with the representative of Aberthaw Construction Co Procon. The purpose of this visit was to perform a review of the general structural wood framing at the above named site. The following was observed: Plans:S103—S501 • A review of all plans,details and work for the areas above was completed. • All shear walls in units and corridors have been reviewed,Nail patterns were placed 6 inches on center at all seams and boundary locations and 6 inches in the field. • Joist Simpson hangers at corridor locations complete The details in the above area(s) are complete at the conclusion of this inspection unless specified otherwise.The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Signed: Patrick Sullivan -, 1 Of Massachusetts Lea�;1i 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) WOOD FRAMING INSPECTION REPORT Report Date 08-22-2018 Report No. 5 Distribution Copy Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St., Salem, MA; PO#L848095 Contractor Aberthaw Construction Co. WEATHER: _TIME: 7 : 0 0 AM CONTACT: John Klem SUMMARY: Attached is the wood framing inspection report prepared by UTS inspector Patrick Sullivan for the above project. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Pat Sullivan No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree W/)Q ' v Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Aberthaw Construction Co. David Kates Aberthaw Construction Co. John Klem LAR Property Management Jeannie Giuggio LAR Property Management Anthony Roberto Aberthaw Construction Co. Jeffrey Alley Khkasa Design, Inc. Jerry Wilson Goldstein-Milano Brent Goldstein Goldstein-Milano Michael Milano City of Salem Thomas St. Pierre Aberthaw Construction Co. Fred Dickie City of Salem Steve Cummings ' KHALSA DESIGN INCORPORATED Architecture & Urban Planning 17 Ivaloo Street,Suite 400, Somerville, MA 02143 p.617-591-8682/1.617-591-2086 KHALSA TO: Inspectional Services DATE: 03-16-2017 City of Salem FROM: Jerry L. Wilson, RA Khalsa Design, Inc. 17 Ivaloo Street Somerville, MA 02143 (617)-591-8682 ext. 203 -jwilson@tkgeast.com RE: 15081-River Rock Residences-Garage exterior wall sheathing Dear Sir or Madam, This letter is regarding the question raised about the exterior wall sheathing at the River Rock Residences project at 70 Boston St/13 Goodhue St. Based on the listed exceptions of Section 603 Combustible Material in Types I and II Construction the exterior wall sheathing is in compliance with the Massachusetts State Building Code because the walls in question are exterior non-load bearing that do not require a fire rating. Based on the requirements of Table 602 for Type I Construction non-load bearing exterior walls refers to Table 602. Table 602 for the occupancies and incidental occupancies in the garage, S-2, M with fire separation distances equal to or greater than 30 feet do not require a fire resistance rating for the exterior walls. If you have any questions, please feel free to call or email me. C)rry L. Wilson, hals D ,Sign Inc. CC: GC, Owner, File i � ,, 1; Of Massachusetts o*rft 'The Construction Testing People' 7r -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) IFC FIRESTOPPING INSPECTION Report Date 10-04-2018 Report No. 8 Distribution Copy Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Contractor Aberthaw Construction Co. WEATHER: .TIME: 7: 00 AM CONTACT: John Klem SUMMARY: Attached is the IFC firestopping inspection report prepared by UTS inspector Len Crabtree for the above project. GENERAL REMARKS: IFC Firestop Inspection. Inspector Premium Travel Name Time Hours Time L. Crabtree No 4.00 1 Hr(s) REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Aberthaw Construction Co. David Kates Aberthaw Construction Co. John Klem LAR Property Management Jeannie Giuggio LAR Property Management Anthony Roberto Aberthaw Construction Co. Jeffrey Alley Khkasa Design, Inc. Jerry Wilson Goldstein-Milano Brent Goldstein Goldstein-Milano Michael Milano City of Salem Thomas St. Pierre Aberthaw Construction Co. Fred Dickie City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 10-04-2018 Report No. 8 Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L84809 Attachment I r-- ,, ,..;.a Of MossechuseIs inc. •;;;;�8,/ 'The Construction Testing People 5 Richardson Lane Stoneham,Ma 02180 FIRESTOPPING INSPECTION REPORT 10/04/18 Date: Project: River Rock Residence&Townhouse Da Da e: cloudy 60's Location:Salem,MA General Contractor: Aberthaw Construction Co. Contact: -John Klem and Bruce Borque—Aberthaw Const.Co. Drawings:Rectorseal system assembly details Area Reviewed:Level 2 units 206-215(floor and ceiling and wall through penetrations)Re-Inspection Summary:The writer of this report met with John Klem and Bruce Bourque of Aberthaw Const.Co.The purpose of this visit was to perform a firestopping inspection at the above referenced project. Electrical penetrations,HVAC penetrations,plumbing penetrations and sprinkler penetrations were inspected during this site visit. Inspection of Level 2:units 215-206 Through floor/sole plate and ceiling/lower top plate penetrations Plumbing penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC pipes through floor/sole plate and lower top plate penetrations per system assembly detail F-C-2042,2-inch max PVC/CPVC and detail F-C-2049,4-inch max PVC/CPVC through floor/sole plate and lower top plate penetrations. Electrical penetrations Rectorseal brand Metacaulk Putty was used for the wire bundles and single wire through floor/sole plate and lower top plate,and drywall penetrations per system assembly details. HVAC penetrations Rectorseal brand Metacaulk 1000 was used for the AC unit line-sets and duct through lower top plate penetrations per system assembly details C-AJ-8161 and C-AJ-7075. Sprinkler penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC through wall penetrations per system assembly detail W-L-2170. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 10-04-2018 Report No. 8 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L84809 The following previously noted deficient items were installed and witnessed and are in general compliance with the referenced system details. Unit 215: Walls: Electrical conduit and wire penetrations Unit 214: Walls: Electrical conduit and wire penetrations Unit 213: Walls: Electrical wire penetrations @ Bathroom,4"Duct,Hole @ East Wall Unit 212: Walls: Electrical wire penetrations,Conduit Bundle East and West Walls,conduit behind tub Unit 211: Walls: Wire penetrations @ Entrance and @ Bathroom Unit 210: Walls: Wire penetration @ North Wall,Conduit @ East and West Walls Unit 209: Walls:Wire penetrations @ South Wall,Conduit @ Bathroom,Blue Conduit @ Breaker Panel Unit 208: Walls: Electrical conduit and wire penetrations @ North Wall,Conduit @ East and West Walls Unit 207: Walls: Wire penetrations @ West Wall Unit 206: Walls: Wire penetrations @ North and West Walls,Conduit @ East and West Walls,Conduit @ Breaker Panel Disclaimer:Limitations of Report • This report is based on observations of the inspector on the day of the inspection,as well as any additional information furnished to the inspector at or before the inspection.This report cannot account for conditions that were not reasonably observable upon inspection,or for pertinent information not made available to the inspector,or for changes in conditions subsequent to the inspection. Accordingly,while the inspector has conducted a reasonably thorough inspection based upon ASTM STANDARDS E2174 and E2393,and believes the information contained in this report to be accurate. Neither the inspector nor Universal Testing Services of Massachusetts,Inc.may be held liable for any failure to detect deficiencies that a reasonable inspection would have revealed,NO WARRANTIES OF ANY KIND ARE GIVEN IN CONNECTION WITH THIS REPORT. The details at the above location(s)are complete as noted above.The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. U.T.S.Representative: Lennon Crabtree - -S • 0. , ;I Of Massachusetts .� * ft� 'The Construction Testing People' N7 411' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) IFC FIRESTOPPING INSPECTION Report Date 11-20-2018 Distribution Copy Report No. 9 Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Contractor Aberthaw Construction Co. WEATHER: .TIME: 7 : 00 AM CONTACT: John Klem SUMMARY: Attached is the IFC firestopping inspection report prepared by UTS inspector Len Crabtree for the above project. GENERAL REMARKS: IFC Firestopping Inspection Inspector Premium Travel Name Time Hours Time L. Crabtree No 4.00 1 Br(s) REVIEWED BY: William P. Crabtree C Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Aberthaw Construction Co. David Kates Aberthaw Construction Co. John Klem LAR Property Management Jeannie Giuggio • LAR Property Management Anthony Roberto Aberthaw Construction Co. Jeffrey Alley Khkasa Design, Inc. Jerry Wilson Goldstein-Milano Brent Goldstein Goldstein-Milano Michael Milano City of Salem Thomas St. Pierre Aberthaw Construction Co. Fred Dickie City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 11-20-2018 Report No. 9 Job Number 21242 Project River Rock Residence & Townhouses 70-82 Boston St. , Salem, MA; PO#L848095 Attachment I..ja Of Massachusetts inc. 0 si 'The Construction Te sting... , 5 Richardson Lane Stoneham,Ma 02180 IFC FIRESTOPPING INSPECTION REPORT Project: River Rock Residence&Townhouse Date: 11/20/17i Location: Salem,MA Weather: rani 40's General Contractor: Aberthaw Construction Co. Contact: -John Klem and Bruce Borque—Aberthaw Const.Co. Drawings:Rectorseal system assembly details Area Reviewed:Level 1 units 114-101 (floor and ceiling and wall through penetrations) Summary:The writer of this report met with John Klem and Bruce Bourque of Aberthaw Const.Co.The purpose of this visit was to perform a firestopping inspection at the above referenced project. Electrical penetrations,HVAC penetrations,plumbing penetrations and sprinkler penetrations were inspected during this site visit. Inspection of Level 1:units 114-101 Through floor/sole plate and ceiling/lower top plate penetrations Plumbing penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC pipes through floor/sole plate and lower top plate penetrations per system assembly detail F-C-2042,2-inch max PVC/CPVC and detail F-C-2049,4-inch max PVC/CPVC through floor/sole plate and lower top plate penetrations. Electrical penetrations Rectorseal brand Metacaulk Putty was used for the wire bundles and single wire through floor/sole plate and lower top plate and drywall penetrations per system assembly details. HVAC penetrations Rectorseal brand Metacaulk 1000 was used for the AC unit line-sets and duct through lower top plate penetrations per system assembly details C-AJ-8161 and C-AJ-7075. Sprinkler penetrations Rectorseal brand Metacaulk 1000 was used for PVC/CPVC through wall penetrations per system assembly detail W-L-2170. I UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 11-20-2018 Report No. 9 Job Number 21242 Project River Rock Residence & Townhouses Attachment 70-82 Boston St. , Salem, MA; PO#L848095 The following deficient firestop items were installed and witnessed during this site visit and are i i general compliance with the referenced system details. Unit 114: No Deficient Items Unit 113: No Deficient Items Unit 112: 'h"PVC and AC Lineset Unit 111: Electrical wire penetration and 1-1/2"Sprinkler pipe Unit 110: No Deficient Items Unit 109: No Deficient Items Unit 108: Hole in Drywall,Hole in Top Plate Unit 107: 3"PVC @ Toilet,Hole in Top Plate,Holes in Sheetrock,2"PVC @ Floor Unit 106: 1"Gasline,2"PVC,2-1/2"Hole @ Floor Unit 105: Electrical Conduit,2"PVC,3"PVC,'/2"PVC Unit 104: 2—1-1/2"Holes in Slab Unit 103: Electrical Conduit, I-1/2":Hole in Slab Unit 102: 2"Sprinkler Pipe,Hole in Top Plate Unit 101: 1-1/2"and 2"Holes in Slab Large Hole @ Tub Disclaimer:Limitations of Report This report is based on observations of the inspector on the day of the inspection,as well as any E.dditional information furnished to the inspector at or before the inspection.This report cannot account for conditions that were not reasonably observable upon inspection,or for pertinent information not made available to the inspector,or for changes in conditions subsequent to the inspection. Accordingly,while the inspector has conducted a reasonably thorough inspection based upon ASTM STANDARDS E2174 and E2393,and believes the information contained in this report to be accurate. Neither the inspector nor Universal Testing Services of Massachusetts,Inc.may be held liable for any failure to detect deficiencies that a reasonable inspection would have revealed,NO WARRANTIES OF ANY KIND ARE GIVEN IN CONNECTION WITH THIS REPORT. The details at the above location(s)are complete as noted above.The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. U.T.S.Representative: Lennon Crabtree KHALSA DESIGN INCORPORATED Architecture & Urban Planning 17 Ivaloo Street,Suite 400,Somerville, MA 02143 p.617-591-8682/f.617-591-2086 KHALSA TO: Inspectional Services DATE: 06-03-2019 City of Salem FROM: Jerry L. Wilson, RA Khalsa Design,Inc. 17 Ivaloo Street Somerville, MA 02143 (617)-591-8682 ext. 203 -jwilson@tkgeast.com RE: 15081-River Rock Residences-Panic Hardware Dear Sir or Madam, This letter is regarding the question raised about the need for panic hardware at the River Rock Residences project at 70 Boston St/13 Goodhue St. Based on Section 1010.1.10 Panic and fire exit hardware; panic hardware is only required for doors serving three use groups: 1. Assembly occupancies with an occupant load of 50 people or more 2. Educational occupancies with an occupant load of 50 people or more 3. High hazard occupancies with any occupant load. Also, according to NFPA 101 —Life Safety Code,there are four occupancy classifications where panic hardware is required: 1. Assembly occupancies with an occupant load of 100 people or more 2. Educational occupancies with an occupant load of 100 people or more 3. Day care occupancies with an occupant load of 100 people or more 4. High hazard occupancies with an occupant load of more than 5 people. Residential, business and mercantile occupancies such as apartments,office buildings or retail facilities typically would not require panic hardware on any doors unless there is an assembly, educational, or high hazard area within the building with an occupant load of 50 or more (per the IBC) or 100 or more (per NFPA 101). If you have any questions,please feel free to call or email me. Je L. Wilson, RA hall esign Inc. CC: GC, Owner, File Final Construction Control Document 1 1 To be submitted at completion of construction by a t. I Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: River Rock Residences&Retail Date: 06/10/2019 Permit No. B-17-1014 Property Address: 70 Boston Street&13 Goodhue Street,Salem,MA Project: Check one or both as applicable: / New construction ' Existing Construction Project description: New Construciton of 69,993 sf mixed-use building consisting of a 3-story multi-family dwelling(_R-2)of We VB construction which contains 44- residential dwelling units,over 1-story of partially enclosed parking garage (S-2)of Type IB construction at grade which contains 41_parking spaces,separated from above by a 2-hour horizontal fire separation. There is_also 756 SF mercantile use space_on lowest level,. I Jai Singh Khalsa MA Registration Number: 6042 Expiration date: 08/31/2019 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [j] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of ifs re I. .-' : -•.rding the provisions of 780 CMR 107. �G�s-IERE0,4: Q- \s�NGH 4y i0 - Enter in the space to the right a"wet"or c/ �P '92.•.. -0 �� electronic signature and seal: o No. _ IC042 AMBHl0GE Am J5 Phone number: 617-591-8682 9�rH 0 ��, alsa@tkgeast.com i�A Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document 1,pi, ,. 4 To be submitted at completion of construction by a ' i z. Registered Design Professional ' ,T� for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title:Riverrock Residences& Retail Date: 6-10 19 Permit No. Property Address: 70 Boston St. & 13 Goodhue St., Salem, MA Project: Check(x)one or both as applicable: )(XXX New construction Existing Construction Project description: New Residential Building I Brent R.Goldstein, MA Registration Number: 36782 Expiration date: 6/30,20,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural XXX Structural Mechanical Fire Protection Electrical for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar withthe progress and quality of the work and to determine if the work was performed in a manner consistentwith the construction documents and this code. i\K OF ,..: , Enter in the space to the right a"wet"or %o�� BRE hc- electronic signature and seal: tt/`" 4, p i• pi "L w 1, 0 Its , Phone number: 781-670-9990 Email: brgrulgm-se.com �bNAL� Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. '0 �.'. , CITY OF SALEM, MASSACHUSETTS '`y. .k. PUBLIC PROPERTY DEPARTMENT s 1MfI120 WASHINGTON STREET, 3RD FLOOR "�,��00 r SALEM, MA 01970 ,4 '�Pq�,at. TEL. (978) 745-9595 EXT. 380 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. PETER STROUT, DIRECTOR OF PUBLIC PROPERTY MAYOR Variance Requested The City of Salem would like to limit the construction of the proposed elevator to the first and second floor only. Please consider the following information. . A) Salem City Hall is a three story, historically significant building. The first floor is approximately 5,200 sq. feet. Many constituent services are offered on this floor. The second floor is also 5,200 sq. feet. Human Resources and the Finance Department are located here. The second floor also has the Mayor's Office and his Chief of Staff as well as the Council Chambers where the City of Salem holds the City Council Meetings. The third floor consists of 1,200 sq feet of office space. The City Finance Director and his assistant are located here. There is no interaction with the public in these offices--Also-the-future-ofthis space-is-not-certahr-Mechanical-updates-forthe----- building may preclude future use of this space for offices. B) The elevator project costs are significant, especially in light of the recent cuts in State Aid. Whether the City builds a two or three story elevator,the City needs to bring in a new 3-phase electrical,system to power the new elevator. The cost of a 2-story elevator is estimated at$170,000. The cost of a 3-story elevator is approximately$230,000. The extra cost is for an extended elevator and a significant amount of construction to jog the third floor lobby over an existing roof. C) If the Board members would look at drawings SR-4 and SR-5,these are the rear elevations of the building. The third floor design, SR-5, would require an addition out over an existing metal clad shed roof. This would be necessary to . access an opening on the third floor. The construction of the third floor shaft would be a problem to blend in architecturally, and the resulting hallway would split the existing third floor office in the middle. For those reasons, the City of Salem requests a Variance to limit the new elevator to the first and second floors only. Enclosed you will find a letter of support from the Salem Commission on Disabilities. )0<zr-- 1. .1 Of Matsachasatts Inc ♦�o: .;="r� h'm fiction Tasting People' JUN 1 s 2019 ABE10:51A1A CONSTRUCTION June 10,2019 John Klem Aberthaw Construction Co.,Inc. 672 Suffolk Street,Suite 200 Lowell,MA 01854 RE: UTS Project#21242 River Rock Residence&Townhouses 70-82 Boston St. Salem,Massachusetts Dear Mr.Klem • As requested,UTS has made a review of all Firestop Inspection reports for the above referenced project. It is our opinion,based upon this review that the work for the above project was found to be in general compliance with applicable project drawings and specifications. Should you have any questions,or if we may be of any further assistance,please do not hesitate to contact this office. Sincerely, Lennon Crabtree UTS OF MASSACHUSET1 S,INC. 5 Rhiundson tune, Stoneham,Massatlwsatts 02180 • t78ij 438-7755 Fax(781) 438-6216 Wabska: http://www.utsofmass.eom • Ema8 address: 9enera[off ce@atsofmass.eom