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Home My WebLink About0287 IYANNOUGH ROAD/RTE 28 (3) r � � THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS'f '11} OF [P R i STABLC 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 trit"" S' ` : 133 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL =a; �-' "�°"� LJI 17 1110(. BUILDING NAME: Doulile Tree_Inn STREET ADDRESS: �287 Iyannough R_add TOWN/STATE: Hyannis,MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion,Renovations&Additions FIELD REPORT NUMBER: 006 DATE: 12/15/11 TIME: 09:40 am WEATHER: Cloudy TEMP. RANGE: 45F UPDATE ON PREVIOUS REPORTS:No updates. WORK IN PROGRESS: Carpenters installing cedar shingles at front exterior wall; Framers installing light gage metal studs at restaurant expansion; grading and slab prep work underway at conference room expansion. OBSERVATIONS: The cedar shingles at the two (2) left side exterior gable walls at 95% complete; the sill plates and metal stud wall installation at the restaurant expansion underway; the continuous foundation walls cast and formwork stripped at the conference room expansion; the slab at six (6) of the eight (8) interior lobby footings saw cut, excavated and awaiting pour at 10:00 am. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed extending the front lobby opening to accommodate a third check-in location. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/15/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 8th edition,except as noted above. G—X�� - jN of�Ssgc b� RICHARD J.yGN ORIG S AND SE DEMPSEY 12/15/1 STRUCTURAL cn o.291730 DATE ®� Fc�sTE�`��' �SS�ONAI�aG 4 THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 10 x:#N OF BAPHSTABLE 8 BEAUMONTS POND DRIVE—FOXBO:RO,MA 02035 (508)543-5499 2011. E SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL / a :� BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road I TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations & Additions FIELD REPORT NUMBER: 005 DATE: 12/02/11 TIME: 05:00 pm WEATHER: Sunny TEMP. RANGE: 42F UPDATE ON PREVIOUS REPORTS: Michael Roberts provided this office with photos depicting rigid insulation installation at the front entry expansion and the footing formwork and reinforcing installed at the conference room expansion, as requested. WORK IN PROGRESS: No work ongoing at time of inspection. OBSERVATIONS: The continuous foundation wall formwork and reinforcing at the conference room expansion complete and awaiting pour; the foundation walls were cast and the formwork stripped at the restaurant expansion; the stud walls are framed at the front entry expansion. ISSUES DISCUSSED W/SUPERINTENDENT: No issues—no one on site. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/02/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 81h edition, except as noted above. OF A(48" .� O INAel G ATURE AND SEAL ' RIEMPSE J. �a) ;t c> I�EMf'5�Y 12/07/11 ; " STRUCTURAL DATE {, No- 2.9173 <t THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS�gij pq 0.F �"'T'N S 8 LJE 8 BEAUMONTS POND DRIVE-FOXBORO,-MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL— — - BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis,MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion,Renovations &Additions FIELD REPORT NUMBER: 004 DATE: 12/01/11 TIME: 08:45 am WEATHER: Sunny TEMP. RANGE: 54F UPDATE ON PREVIOUS REPORTS:No updates. WORK IN PROGRESS: Carpenters framing front wall of front lobby expansion. OBSERVATIONS: The continuous foundation wall formwork and reinforcing at the restaurant expansion complete and awaiting pour. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed providing this office with photos of rigid insulation installation at the front entry expansion and the footing form work and reinforcing installed at conference room expansion if this office unable to inspect completed form work prior to pour. INFORMATION OR ACTION REQUIRED: See ISSUES DISCUSSED W/ SUPERINTENDENT noted above. All work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office,have on this date, 12/01/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the IMassachusetts State Building Code, 8th edition, except as noted above. iN of�Ss9c .�� RICHARD J.yG� O WIN SI TNATURE AND SEAL DEMPSEY a STRUCTURAL 12/01/11 .0 No,29173 DATE °,��°tsTe�`�` �sSIONAL EaG THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations &Additions FIELD REPORT NUMBER: 005 DATE: 12/02/11 TIME: 05:00 pm WEATHER: Sunny TEMP. RANGE: 42F UPDATE ON PREVIOUS REPORTS: Michael Roberts provided this office with photos depicting rigid insulation installation at the front entry expansion and the footing formwork and reinforcing installed at the conference room expansion, as requested. WORK IN PROGRESS: No work ongoing at time of inspection. OBSERVATIONS: The continuous foundation wall formwork and reinforcing at the conference room expansion complete and awaiting pour; the foundation walls were cast and the formwork stripped at the restaurant expansion;the stud walls are framed at the front entry expansion. ISSUES DISCUSSED W/SUPERINTENDENT:No issues—no one on site. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/02/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 8th edition,except as noted above. ' ,SH of*SSgcti ORI TURE AND SEAL RICHARD J. o DEMPSEY ., 12/07/11 " STRUCTURAL DATE No. 29173 Q7 STE��O�� SS��NAL EaG THE DEMPSEY GROUP, INC. _ STRUCTURAL ENGINEERS VVN OF xJr; « 1 a 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 , ir'fJ (. SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL•'; of BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations &Additions FIELD REPORT NUMBER: 003 DATE: 11/22/11 TIME: 08:45 am WEATHER: Sunny TEMP. RANGE: 64F UPDATE ON PREVIOUS REPORTS: Carpenters to reinforce existing pre-engineered roof truss tail ends per direction given by Mr. Paulino of this office during site visit number 002. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site. Carpenters finishing work on pre-engineered roof truss tail ends at the north gable along the east side of the structure. OBSERVATIONS: All existing roof trusses at the north and south gables along the east side of the structure have been repaired per direction given by this office. The continuous foundation wall formwork and reinforcing at the front lobby expansion complete and awaiting pour; the continuous footing formwork and reinforcing at the restaurant expansion complete and awaiting pour. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Paulino of this office informed Mr. Roberts that the truss tails ends were repaired correctly and that the concrete footing and foundation wall referenced above are okay to pour. INFORMATION OR ACTION REQUIRED: No action required at this time — all structural work proceeding in accordance with approved drawings. 1, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office,have on this date, 11/22/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition,except as noted above. O*dlrUL SffNATURE AND S RI J.yG� DEMPSEMPSEY � STRUCTURAL 11/23/11 Na.2s173 DATE ��®NAL LNG THE DEMPSEY GROUP,INC. STRUCTURAL ENGINEERS s _: Q� to r5.( 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 fi EDE 9 Adfi 9: 02 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONT1kOLF1 � �-n BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 002 DATE: 11/17/11 TIME: 08:30 am WEATHER: Cloudy TEMP. RANGE: 58F UPDATE ON PREVIOUS REPORTS: Carpenters to reinforce existing pre-engineered roof truss tail ends prior to cutting and removing tail ends per direction given by Mr. Paulino of this office during site visit number 001. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site; Masons prepping north gable wall along the east side of the structure for stucco. Carpenters working on pre-engineered roof truss tail ends at the south gable along the east side of the structure. Foundation contractors installing final lengths of reinforcing in bottom of footing formwork at front lobby expansion. OBSERVATIONS: All existing roof truss tails at the north gable and four (4) of the tails at the south gable had been compromised, having been cut back two (2)to three(3) additional inches in from the outside face of the exterior wall sheathing, leaving only one and one-half(1 '/2) inches of bearing on the exterior wall plate at those truss ends. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Paulino of this office informed Mr. Roberts and the carpenter foreman that the truss tails ends were cut back too far and that they should stop work immediately, until further notice. INFORMATION OR ACTION REQUIRED: Again, following a phone conversation with Mr. r Dempsey of this office, Mr. Paulino informed Mr. Roberts and the carpenter foreman to add solid vertical blocking at all overcut tails to bring them back flush with the exterior face of sheathing. In addition they should install a second layer of%" plywood sheathing, glued and screwed to each side of every cut truss from the outside face of the wall sheathing back to the vertical stud at a distance of four (4) feet. Finally add a horizontal 2x4 from outside face of wall sheathing to 2x4 wall stud at four (4) feet each side of truss along the bottom chord and bearing on the exterior wall. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 11/17/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building C e 8th edition,except as noted above. Zti OF MASs�cti RICHARD J. IDEWPSU a O I AT E No.29173 11/22/11 o�S TER�O�� DATE �SS��NAL ti�G THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS`-,=it.44 r BAR iI T BLE 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 P,t _f . 02 � SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL , t g; BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 001 DATE: 11/09/11 TIME: 08:30 am WEATHER: Cloudy TEMP. RANGE: 54F UPDATE ON PREVIOUS REPORTS: No updates,this is the first report. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site; Carpenters exposing pre-engineered roof truss tails at two (2) gable locations along the east side of the east wing. OBSERVATIONS: Existing roof truss tails closer to the front of the building are comprised of 2x4 and 2x4 bottom chords while the truss tails closer to the rear of the building are comprised of 2x6 top chords with 2x4-bottom chords. In addition, the 2x6 trusses have ripped, triangular, shaped solid blocking at the tail ends while the 2x4 trusses do not. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Roberts informed Mr. Paulino (of this office) that the tail ends of the trusses at both of these locations and at one (1) location along the west side of the structure needed to be cut flush with the exterior wall sheathing. INFORMATION OR ACTION REQUIRED: Following a phone conversation with Mr. Dempsey of this office, Mr. Paulino informed Mr. Roberts and the carpenter foreman to add solid blocking between the top and bottom chords of those trusses without triangular shaped blocks at the tail ends. In addition they should install a new 2x4 vertical member between the top and bottom chords, four (4) feet back from the outside face of the exterior wall sheathing at all trusses prior to gluing and screwing 1/4"thick plywood sheathing to each side of every truss from outside face of wall sheathing to new vertical stud. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 11/09/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. of�Ss9cy� O SI NAT ADW F A STRUCTURAL 11/22/11 ��o ND.29173 DATE ��ss ?-ONAI (0 TOWN OF GARIESTABLE Architect's Field Report all. 1 1 . '- fsl`€ 7' lt L BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 D-P ffV4; Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852Mec/10 Report No.: Three(3) ED An Date: Tuesday, 13 December 2011, 11:00 AM Weather: Partly cloudy, 42 degrees o. 080 LU HE S C* Present: Stuart Bornstein, Owner(HM) o� N.H. �s Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work,Guest Bathroom demolition and new drywall Center Core: Sitework for foundations, interior structural WestWing: demolition work at Guestrooms,framing Schedule: 17%complete Observations: General Conditions: 1. The final approval letter from Hilton was e-mailed and included items revised from the original submittal dated 17 November 2011. 2. Wall tile edge trim profile at showers'and tub surrounds was selected and approved.The profile is Schluter,Jolly Aluminum clad tile edge trim with polished chrome finish. Trim profile to match tile thickness. , 3. The Electrical Contractor's Engineer must make sure that all areas meet the minimum lighting levels and control types as noted in the DoubleTree Standards Manual. 4. The Guest Bathroom exhaust fan was moved closer to the ceiling located above the vanity light.BMA recommended relocating the exhaust grille to the ceiling.The grille needs to align with the center of the vanity bowl. 5. The Bathroom accessories(toilet paper holder with two wall supports,two single robe hooks,and 24" towel bar)were approved by the Owner and Hilton and ready for the Owner to purchase. 6. Because of the long lead time for the floor and desk lamp BMA sent the specifications to other vendors to find matching lights. Page 1 of 3 f Architect's Field Report#03 Hyannis,DoubleTree Conversion 13 December 2011 Page 2 of 3 7. BMA and the Owner inspected the tile layouts in several Guestrooms and determined that the tile layout in Guestroom 424 is the layout to use for all future Bathrooms: The floor tiles will have a '/4" maximum grout thickness in order to minimize tile cutting. Since the grout and tile colors are similar the grout lines will blend for a uniform appearance. Tile layouts for other bathrooms to be determined. 8. The wall tiles at the tubs and showers must have the minimum tile grout thickness that will work with the specified tile and will provide sufficient adherence without spalling. Unsanded epoxy grout is required to achieve this. The wall tile shall run from floor to ceiling. The tile at the edge of the tub leaves a triangular gap where there could potentially leave a large grout spot. Option to resolve this is to cut the tile to match t�a radius of the tub edge. The radius is small and may not be an issue.BMA recommends the Contractor lay out a bathroom for review and approval. 9. BMA e-mailed two exterior renderings to the Owner for their marketing purposes. 10. BMA provided floor plans to the Owner's Sprinkler Contractor for design of a new sprinkler system. 11. The sliding door panels at the Bar are still in the scope. The carpet and tile floor finishes will terminate at the door track line. 12. BMA presented the Lobby furniture and finishes.All items were approved by the Owner. BMA will proceed with finalizing the Public Area submittal to Hilton for approval. 13. Because of the Owner's concern with a low back chair,BMA selected a new Guestroom lounge chair with a higher back.The chair is identical to the chair approved by Hilton with the exception that the height of the back increased from 37"to 42"high. BMA will submit this to Hilton for review and approval. 14. BMA contacted the Furniture Rep. for the Guestroom furniture regarding the Hilton requested changes, to the Guestroom furniture.The changes included the addition of floor length panels below the nightstands and extend the headboard behind the mattress and terminate at the top of the box spring. East Wing: 15. EIFS at the gable walls were applied without tenting and heating per the manufacturer's written instructions. Staining and discoloration'occurred. BMA recommends either applying the product as specified or wait until warmer weather if the Owner wishes to reduce costs. 16. Remove scalloped shakes at the North Wall and replace with square shakes so all'shake walls match. 17. BMA's intent for the cedar shakes is to let them naturally weather to grey. 18. Gable work at east side almost complete,gable at west side in progress. Center Core: 19. Floor cutting in progress for the new structural footing. 20. The additional floor area for the concierge desk was approved. BMA will issue a revised drawing. 21. Foundation insulation is in progress at all new foundations.Vertical board and 24"horizontal board installed. Architect's Field Report#03 I Hyannis,DoubleTree Conversion 13 December 2011 Page 3 of 3 22. Owner wants to keep the existing round top windows at the Lobby Foyer area. Replace damaged windows to match existing. 23. BMA reviewed Lobby changes with the Owner.These changes include: a. Flipping the current PBX Room and the Self Service Gift Shop.This will increase the Gift Shop square footage. b. Storage Room 111 will now be the Luggage Storage Room. C. One Back-of House entrance behind the Check-in Pods will be eliminated and a door will be added for security to the side of the Check-in Pods. d. Move pods closer together to increase the size of the work surfaces. e. Office 112,BOH 118 and Retail area will become an Office and PBX Room. These spaces will include hanging area for Guest Laundry and a secure receptionist coat closet. f. At the north end of Meeting Room 110, 8'-0"of the room will be turned into a Storage Room. Delete the window and infill the wall. g. The wall behind the Check-in pods will be increased in thickness so a recessed decorative area can be created. h. Add a location to store two bell carts near the Check-in area. West Wing: 24. All Guestroom finishes are removed. 25. Drywall demolition in Bathrooms in progress. 26. At Restaurant addition foundation work completed and new exterior walls started. Information of Action Required. 27. (13Decl1)BMA—Provide to Owner a Canopy profile and specification for the three East Wing Entrances. 28. (13Dec11)BMA—BMA to revise Vestibule 179A to reduce wind driven conditions. 29. (13Dec11)BMA—BMA to review floor plan and floor&wall finishes at the Restaurant Entrance and Corridor 181.Concerns are noise levels'and slippery floors.This work was not part of BMA's original scope and will be done on a time and material basis. 30. (13Dec11)BMA to submit to Hilton revised specifications for approval. 31. (29Nov11)Owner—Submit roof paint information for approval by BMA. The two paint mock-ups were reviewed in the field.Both colors did not match what was specified. The specified color is Kynar 500 polymer paint,Hemlock Green by Berridge Manufacturing Co. 32. (13Decl1)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 ��s,a�1 Tr'v -J �.. _ gin Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Two(2) Date: Tuesday,29 November 2.011, 11:00 AM o a: No.7080 �- A ST Weather: Overcast, 65 degrees 049. N.H. Present: Stuart Bornstein,Owner(HM) Chris Connelly,General Manager(HM) ` Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work at gables,Guest Bathroom demolition and new drywall Center Core: Sitework for foundations Schedule: 15%complete Guestroom Observations: General Conditions: 1. BMA received shop drawing submittals for the vanities and tops for approval.Returned to Owner on 01 December 2011. 2. BMA submitted final finish samples to Owner and Hilton for approval on 16 November 2011. 3. In all Guestrooms where there is a conflict with the location of the thermostat and the wall sconce-The thermostat will be located at 48"a.f.f. and centered on the wall between the closet door and the Entry Hall.The wall sconce will be centered above the thermostat. The mounting height of the wall sconce will be determined by the final light fixture selected. 4. Projected Opening date to the public is scheduled for April 30t'2012 East Wing: 5. New drywall installation started in the Bathrooms. 6. The Accessible Guestrooms were laid out in the field and it was determined that the existing recliner chairs do not work dimensionally. The 36"chair width and the distance from the wall required to fully recline the chair is too large for the available space in the room. The Owner will use the new lounge (specified as an alternate),for all guestrooms.BMA noted that an additional smaller side chair may be required in the Double/Double Accessible Guestroom. The Owner prefers to use either leather or vinyl Page i of 2 •Architect's Field Report#02 Hyannis.DoubleTree Conversion 29 November 2011 Page 2 of 2 for durability rather than fabric. The fabric specified for the alternate Lounge chair has 60,000 double rubs. 7. Electrical box for new GFI receptacle at vanity to be located a minimum of 4"off the corner for clearance at the vanity mirror,which protrudes 11/4"from the back wall. 8. Relocate the wall mounted exhaust vent grille to the ceiling,centered over the vanity bowl. 9. On the North side of the East Wing,the Owner requested to eliminate the arched top window and the .double window in the Second Floor Storage Room. 10. All Accessible Guestroom tub valves to operate the tub,fixed shower head,and an adjustable rod mounted handheld shower head.The roll-in showers valves will operate both the fixed shower head and an adjustable rod mounted handheld shower head. Center Core: 11. Lobby Demolition work 80%complete. 12. Foundation poured at Lobby.Foundation trenching completed at Meeting Rooms. 13. Owner would like to increase the Lobby footprint by infilling the space under the existing roof to the East of the Lobby Entrance. The new concierge desk will be located in this space. The single square window at the East side of the Lobby Entrance will be removed and the new Fire Alarm Panel will be located in its' place.BMA provided a plan to the Owner for Structural review and Contractor pricing. 14. The circle top window above the automatic doors is being deleted and the two adjacent arch top windows are being replaced to match the window height and type in the Lobby Entrance. Information of Action Required. 15. (29Nov 11)BMA—Provide exterior renderingsto Owner for marketing. 16. (29Nov11)Owner—Owner to decide if the sliding door at the Bar will be deleted from scope. 17. (29Nov11)BMA—Provide additional information on the entrance canopies at the North and East side of the East Wing. 18. (29Nov11)Owner—Submit roof paint information for approval by BMA:The two paint mock-ups were reviewed in the field.Both colors did not match what was specified.The specified color is Kynar 500 polymer paint,Hemlock Green by Berridge Manufacturing Co. 19. (29Nov11)BMA—Review adding additional square footage underneath the existing Lobby roof overhang on the left side of the Foyer.This space to be allocated for the Concierge/third check-in pod. 20. (29Nov11)BMA—Submit Specification sheet for a smaller footprint Guestroom lounge chair and side chair to Owner and Hilton for approval. 21. (29Nov11)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File (' t°STAB Architect's Field Report 00 DEC 28 t l 0: 2 BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 -�°;MFacsimrle— 603,672.1385 Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference 3-2852/Dec/10 J. 4, Report No.: One(1) '�. Al Date: Tuesday, 08 November 2011, 11:00 AM Qw�'o�c ® Cc No.7080 �' ►— Weather: Sunny, 65 degrees A sT ®� N.H. v� Present: Stuart Bornstein, Owner ��dtTN Chris Connelly, General Manager Greg Horton,Property Manager Mike Roberts,General Contractor Charles J. Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work at gables,bathroom stripping to studs Schedule:' To Be Determined Guestroom Observations: 1. East Wing Guestrooms: a. Guestrooms stripped of furniture and finishes on both floors. b. Bathroom fixture removal in progress c. Drywall removal in bathrooms in progress at first floor d. Corridor ceilings tiles removed,grid still in place 2. West Wing Guestrooms: Furniture only removed for salvage. 3. BMA presented finishes for Guestrooms,Corridors, Lobby and Public Restrooms. a. Guestroom finishes to be reselected: i. Accent Pillow fabric ii. Bed Skirt fabric iii. Stain finish iv. Entry light Information ofAetion Required: 4. (08Nov11)BMA—Submit reselected finishes to Owner for approval 5. (08Nov11)BMA—Submit Guestroom Submittal package to Hilton for Approval 6. ;-(08Nov11)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File �IME Sign TOWN OF BARNSTABLE Permit 9 MASS. 1639. Permit Number: Application Ref: 201201078 20070715 Issue Date: 02/24/12 Applicant: BABCOCK, KEVEN-MARIE WATTERS & WATTERS, Proposed Use: MOTELS Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 287 IYANNOUGH ROAD/RTE 28 Map Parcel 328210001 Town HYANNIS Zoning District TD Contractor PROPERTY OWNER Remarks 179 SF SIGNAGE DOUBLETREE BY HILTON - HALO LIT OK PER BC Owner: BABCOCK, KEVEN-MARIE WATTERS 8t WATTERS, Address: 3581 BENDERS FERRY ROAD LOT 9 MOUNT JULIET, TN 37122 i Issued By: �Pc "c rye---- POST THIS CARDSO THAT IS VISIBLE FROM TILE STREET :� ..:.. I � pp 1HE7, Town of Barnstable ti Regulatory Services r + mENsTABL& 9 MASS. � Thomas F. Geiler, Director �'°lfo;py•�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Permit# Building Official approving I Q Application for Sign Permit / Applirult Ridgewood Avenue, LLC Assessors No. 328-21, 210, 208, 207 Douig Business As: DoubleTree Telephone No. 508-775-9316 Sign Location ( Strer-VRoad: 287 Iyannouah Road, Hyannis SU ��knC! Zoning District: TD Old Kings HighwayP YaxNo Hyannis Historic DistrictP Yxx/No Property Owner Name: Ridgewood Avenue, LLC Telephone: 508-775-9316 ^ u Address: 297 North Street Village: Hyannis Sign Contractor Name: Lauretano Sign Group Telephone: 860-582-0233 Mailing Address: 1 Tremco Drive, Terryville, CT 06786 Description Please follow the cover directions. You must leave:ui accurate rendi6ou of sign wide dimensions and location. Is die sign to be electrified? Yes/tUx (Note:Ilycs, a yvrrirrgpermitisrequired) N/A existing wiring Width of building face R x 10— x .10 — (see attached) Check one Reface existing sign x or New x Total Sq. Ft of proposed sign (s) 179 sr.ft. (vs. 292 existing) IJ'you ha ve additional sib.1rs please attach a sheet Lstirlg each one with dimerusions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify drat I am the owner or that I have dic audiority of the owner to make this application, dial die information is correct acid dial die use and construction shall conform to die pro`isions of §240-59 through §240-89 of die Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent:_'%`'%` Date Stuart Born§.t i_n, President - 1- Existing Signs New Signs i i I Sq. Ft. Sq. Ft. Front Sign F 128 4 Pizza Sign-top of bldg.410 40 Sign on 300-400 (wood)bldg. 38 Sign on Portico 22 15 Sign on back of entrance near 300 bldg. 6.6 Ridgewood Ave.wall on side entrance 161 4 Ridgewood Ave. side entrance 6 6 Sign entrance @ Rt. 28 4 4 directory Sign near rear Ridgewood Ave. 4 4 directory Sign entrance at the end of parking lot 4 directory Engine House Rd. 4 Cape Cod Fitness Center Sign 24 24 Doubletree on brick entrance 2x6 24 directory Misc.future signs 20 TOTALS 292.6 t ,-- -- Note: For preliminary design purposes only. Accurate field survey and dimension verification --------- required before beginning construction. a . . ..may _ � ,.-,., �. k.�z�+• Z�,a+r� r New Signage Existing 1e SURVEY REQUIREDTO DETERMINE IF SIGNAGE WILL FITAS ILLUSTRATED. CLIENT APPROVAL AUTHORIZED SIGNATURE DATE Print History Date Description Title DoubleTree Hotel Sign Type DT-M-50 LAU tETANO 61376E 2 3 12 City/State Hyannis Location As illustrated Customer DoubleTree Hotel Size 6'3"x 8'0" 50 s ft s I � N G R o u P Acct Exec. AC 1 Tremco Drive. Terryville,CT 06786 Quote 24797 Description DFI Monument phone: 860.582.0233 fax: 860.583.0949 Line 25 signs@lauretano.com www.lauretano.com s This drawing contains original elements created byLauretano Sign Group,Inc.,andis subject to all applicable copyright laws.ltis also the property ofLauretano Sign Group,Inc.,and it is intendedfor your review and approval purposes only.This drawing is not to be reproduced,copied,transmitted by electronic 1 o` 2 media,or exhibited in any fashion or shown to anyone outside your organization without the expressed written consent of Lauretano Sign Group,Inc.This design remains the property of Lauretano Sign Group,Inc.and may not be used in anyway until full payment is received by Lauretano Sign Group,Inc. 2'-0'(609.6mm) 4• 8'-0'(2438.4mm) )P� 70' 10' 7'-4'(2235.2mm REVEAL (254mm) (254mm) 7'-9slie(2370.1mm)RADIUS E ALUMINUM FABRICATED D/F CABINET C PAINTED TO MATCH PMS 4695C BROWN. .125'(3.2mm)ALUM.FACE W/ROUTED GRAPHICS BACKED WITH.177°(4.5mm)WRT 30 CYRO SG PLEX. NOTE:LOGO PERIMETER ROUTED OUT c v WITH 3M 7725-3060 BROWN BLOCKOUT VINYL°SKY HOLE' v' .0 DETAILS TO MATCH PMS 4695C BROWN. E ,-moo E SEAM INTERNALLY ILLUMINATED W/PRANCE RELIANT LIGHTING `t. .E, t . • SYSTEM T8 DAYLIGHT LAMPS. A E _ NLTO N - ALUMINUM REVEALS PAINTED TO MATCH — —1'-4°(406.4mm) E PMS 583C GREEN. REVEAL E M i ALUMINUM FABRICATED BASE W/FINE DANTEX FINISH PAINTED TO MATCH PMS 9226C PASTEL OR RAL 1013 OYSTER WHITE. E 4'x 4°x Y..'(101.6mm x 101.6mm x 6.4mm)STEEL E SO.TUBE SUPPORT. I ' •1'-0'(457.2mm)DIAM.x 4'-0°(1219.2mm)DEEP CONCRETE PIER FOUNDATION. END VIEW - I t EXACT FOUNDATION TO BE DETERMINED PER LOCATION. D/F MONUMENT(50 Sq.FEET-4.65 Sq.M.) ALL ILLUMINATED SIGNAGE REQUIRE THE CLIENTS ELECTRICIAN TO FURNISH&INSTALL A COMPLETE PHOTOCELL AND/OR TIME CLOCK TO ALLOW SIGNS TO OPERATE AT DESIGNATED INTERVALS.HOWEVER, SIGN SHALL NEVER OPERATE ON A 2417 BASIS. PROCEED TO PRODUCTION Volt:120-Power is based off 120 volt. If signs use anything other than 120 volt, AUTHORIZED SIGNATURE DATE then a difference in price will apply or a step LAU E TAN0 down transformer will need to be used. S 1 G' IV G F4 O tJ F� TECHNICAL PAGE UL FILE NO.E70436 1 Tremco Drive. Jerryville,CT 06786 Print 61376E Quote 24797 Installation Method Amps TBD phone:860.582.0233 fax:860.583.0949 signs@lauretano.com www.lauretano.com Date 2/3/12 1 Line 25 Direct Burial/Foundation:1'6"DIA.x 4'0"DEEP Volts 120 ` This drawing contains original elements created by Lauretano Sign Group,Inc.,and is subject to all applicable copyright laws.It is also the property of Lauretano Sign Group,Inc.,and it is intended for your review and approval purposes only.This drawing is not to be reproduced,copied,transmitted by electronic 201 2 media,or exhibited in any fashion or shown to anyone outside your organization without the expressed written consent of Lauretano Sign Group,Inc.This design remains the property of Lauretano Sign Group,Inc.and may not be used in anyway until full payment is received by Lauretano Sign Group,Inc. s A V r1i Note: For preliminary design purposes only. Accurate field survey and dimension verification required before beginning construction. Vit New Signage Existing SURVEY REQUIREDTO DETERMINE IF SIGNAGE WILL FIT AS ILLUSTRATED. CLIENT APPROVAL AUTHORIZED SIGNATURE DATE Print History Date Description Title DoubleTree Hotel Sign Type Halo-lit Logo LAU ��0 BE 1 17 12 City/State Hyannis Location As illustrated 6000BE-2 2 3 12 Customer DoubleTree Hotel Size 2'0"x 2'6" 5 s ft Acct Exec. AC Description Halo-lit fabricated logo emu- I CG N IL G Fi CD U P 1 Trerl Drive. Terryville,CT 06786 Quote 24797 phone: 860.582.0233 fax: 860.583.0949 Line 19 signs@lauretano.com www.lauretano.com This drawing contai ns original elements created by Lauretano Sign Group,I nc.,and is subject to all applicable copyright laws.lt is also the property of Lauretano Sign Group,Inc.,and it is intended for your review and approval purposes only.This d rawing is not to be reproduced,copied,transmitted by electronic of 2 media,or exhibited in any fashion or shown to anyone outside your organization without the expressed written consent of Lauretano Sign Group,Inc.This design remains the property of Lauretano Sign Group,Inc.and may not be used in anyway until full payment is received by Lauretano Sign Group,Inc. 21611 Brushed aluminum ` border and returns (clear coated) 21011 Digitall printed PMS 4695c on clear PSV Scale: 1" = 1' 2 2 1/4-20 S.S.threaded rods into S.S.Round head I rivnut in Lexan back. phillips(slot)�I ii Riveted clip assembly to Lexan back machine screw 1.5"An le iron Volt:120-Power is based off 120 volt. through return into g If signs use anything other than 120 volt, theaded insert. (as reqired) - then a difference in price will apply or a step . . Fabricated alum. down transformer will need to be used. Faces&returns O ISM GE Lumination Tetra Ultra Mini power supply on back L.E.D.s(6 Per Foot) O of wall in transf.box. O J-Box with primary Light-Enhancement Paint Applied O electrical(BY OTHERS) to Letter Interior 1/2"sealtite conduit and 3/16"clear Lexan back connectors PROCEED TO PRODUCTION Halo Lit Letter Mounting Detail (NTS) AUTHORIZED SIGNATURE DATE LAU E TAN O S I G R G Fi O LJ P TECHNICALRAGE UL FILE NO.E70436 1 TremcoDrive. Terryville,CT06786 Print 6000BE-2 Quote 24797 Installation Method Studs Amps TBD phone: 860.582.0233 fax:860.583.0949 Date 2/3/12 Line 19 volts 120 signs@lauretano.com www.lauretano.com This drawing contains original elements created by Lauretano Sign Group,Inc.,and is subject to all applicable copyright laws.It is also the property ofLauretano Sign Group,Inc.,and it is intended for your review and approval purposes only.This drawing is not to be reproduced,copied,transmitted by electronic 20f 2 media,or exhibited in any fashion or shown to anyone outside your organization without the expressed written consent of Lauretano Sign Group,Inc.This design remains the property of Lauretano Sign Group,Inc.and may not be used in anyway until full payment is received by Lauretano Sign Group,Inc. HOLLY MANAGEMENT & SUPPLY CORP. 297 NORTH STREET HYANNIS MA 02601 508-775-9316 Fax 508-775-6526 February 6, 2012 Thomas Perry, Building Commissioner Town of Barnstable 200 Main St. Hyannis, MA 02601 RE: Doubletree Hotel Signs Dear Mr. Perry, Enclosed please find the revised plans for the Doubletree Hotel signs. Please note the front sign is decreased in size by approximately 20 ft. If you need any further information, please feel free to contact me. Kindly, - Bornstein, President ' sCD 508-328-9090 (mobile) Enc. . � Co L • �� j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION s Map Parcel y / Application # Health Division Date Issued 7 2— Conservation Division Application Fee LUZ Planning Dept. Permit Fee /. Date Definitive Plan Approved by Planning Board !d Historic - OKH _ Preservation/'Hyannis �� +� QoAV40%Project StreetAddress a ��Gt`''�0 �i� { h. i Village >�G,f f1, dUz. Owner S' LA a r`l c,rn S.�Z d V_ Address Telephone Permit Request OUM60( IfW k ----cee, `« U 0 f►X Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valu ation -R4, 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing q new—size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - E C) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use Ca APPLICANT INFORMATION BUILDER OR HOMEOWNER) CG�Ce,p15 Name Tim160ItyTelephone Number Sad `]3`]— a50i Address t o"/ 1 G s a License# Cen�e.{v k1 e M a �a Home Improvement Contractor# 130 1� o Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f-Z 1 C, r - FOR OFFICIAL USE ONLY M « 'APPLICATION# DATE ISSUED 3 MAP/PARCEL NO. :K k ADDRESS VILLAGE OWNER DATE OF INSPECTION: r - FOUNDATION FRAME yt , r INSULATION ,r t FIREPLACE p Y ELECTRICAL: ROUGH FINAL ,F PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL BUILDING r r DATE CLOSED OUT ASSOCIATION PLAN NO. CIr " OvIctoot LPL9,af TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A' Ca hm.''.'` ' r-e�ahnunl'"A�Y Map .` Parcel 41600 Application # 0,5q(0� Health Division yfj Date Issued Conservation Division �UC, Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address c�W-V � ,u vov �c Village Owner 4&PO(f Address y0-6 Y - ,-v_1YA< Telephone Permit Request UP-� &d �j e _J 14 A411 GAJ/I vice Square feet: 1 st floor: existing" roposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ao odD Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 21�GGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ' to Fireplaces: Existing New Existing wood/coal stove;�z❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0 existing O°ynew5ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: "J C Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' Commercial ( Yes ❑ No If yes, site plan review# Current Use 1L- Proposed Use co rill AQ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /�//f�� '� ' - Telephone Number 16-2 ' �_ �_ 9�- Address �� O License# 'A-) - � Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO yl � C� cc SIGNA RE DATES FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. cp 1 ADDRESS VILLAGE i\ OWNER x ' r DATE OF INSPECTION: '.� FOUNDATION FRAMES . INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. Page 1 of 1 Fair, Marylou From: Buntich, JoAnne r Sent: Monday, November 07, 2011 9:03 AM To: Perry, Tom Cc: Fair, Marylou; Roma, Paul; Traczyk, Art; 'Stuart Bornstein' Subject: Radisson Good morning Tom and Paul, Stuart dropped off his color samples for the roof this morning. I have photocopies of three chips one of which will be used to paint the blue roof green. I will put those in the interoffice ASAP. Now that I have those samples I find that the DIP provisions have been met for the Radisson renovation. Please let me know if you if you need any thing further on this. Thanks, JoAnne Jo Anne Miller Buntich Director Town of Barnstable Growth Management Department 367 Main Street Hyannis,MA 02601 p 508 862 4735 f 508 862 4782 e-mail ioanne.buntich(a)town.bamstable.ma.us Website htta://www.town.bamstable.ma.us Please consider the environment before printing this email r 11/7/2011 BMA Architectural Group Professional Corporation Architecture ■ Design ■ Planning ■ Interiors 25 October 2011 Mr.Tom Perry Building Commissioner 200 Main Street Town of Barnstable Hyannis,Massachusetts 02601 Re: Hilton Doubletree Conversion&Renovation Hyannis,Massachusetts BMA Reference J-2852/DEC/10 Dear Mr.Perry: As a registered Architect and in accordance with Section 116.0 of the Massachusetts State Building Code,I certify that I have prepared or directly supervised the preparation of the architectural design plans for the above referenced project. Professional services will be performed during the construction phase as authorized by the Owner and BMA will be present on the project site on a regular and periodic basis. This shall include review of shop drawings and other submittals of the Contractor for conformance to the design concept. Upon completion,a final report shall be submitted as to the satisfactory completion and readiness of the project for occupancy. Respectfully, BMA Architectural Group,PC Rolf K.Biggers,AIA Architect Massachusetts Architect License#7080 12 Middle Street ■ Amherst, New Hampshire 03031 ■ 603 673 1991 www.bmaworld.com Facsimile 603 672 1385 �1 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 11122 PROJECT TITLE: DoubleTree Hotel PROJECT LOCATION: 287 1yannough Road Hyannis, MA NAME OF BUILDING: DoubleTree Hotel SCOPE OF PROJECT: Hotel Conversion, Renovations&Additions In accordance with Section 107.6.2.1 of the Massachusetts Amendments to the International Building Code 2009,I,Richard J.Dempsey,P.E.,Massachusetts Registration Number 29173,being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ( ) ENTIRE PROJECT ( ) ARCHITECTURAL ( X ) STRUCTURAL ( ) MECHANICAL ( ) FIRE PROTECTION ( ) ELECTRICAL ( ) OTHER(specify): for the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the'applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further.certify that I,or my duly authorized designee,shall perform the necessary professional services and shall be responsible for the following as specified in Section 107.6.2.2: 1. Review,for conformance to the State Building Code and the design concept,shop drawings, samples and other submittals,which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17 of the Code. 3. Be 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.is being performed in a manner consistent with the construction documents and the State Building Code. I shall periodically submit progress reports following site inspections together with pertinent comments as a record for the Barnstable Building Department. Upon completion of the work,I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. tN OF MASS�cti RICHARD J. GN ORI L S A 5 -' STRUCTURAL Subscribed orn to before me this day of OC 70,6 E1L 2011 o. 291730 e3X' 41OI S T 6-P-fEJM13ER 03 / �SSIONAI NOTARY PUBLIC My Commission Expires On i The Commonwealth of Massachusetts Department of Industrial Accidents ` Office of Investigations j I i.0 i 1 rU .600 Washington Street , : / Boston, MA 02111 �c=� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/PIumbers Applicant Information Please Print Legibly �Jaffie (Business/Organization/Indivi4ua1): Address: City/State/Zip• Phone #: QJ:-D,E— 22s':3 Are ou an employer? Check the appropriate box: Type of project(required): ]. am a employer with � 4. ❑ I am a general contractor arid I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet � ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for.mein any capacity, workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' 13 ❑Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowncrs who submit this affidavit-indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: 4,rt>0 U City/State/Zip: f// $ Attach a copy of the workers' compe ation policy 4eclaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Erne up to$1,560.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under.the pains and penalties of perjury that the information provided above is true and correct Sip�r e: Date: //`0251� E3 t Phone#: .�r 1Offrcial use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one;.. 1. Boatd of Health 2: Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other . Client#: 16172 2SUFFIELDMA ACORUM CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMiDDfY 1/04/2011YYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: CNA Suffield Management Corp.Etal INSURER B: 297 North Street INSURER C: Hyannis,MA 02601 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS DD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MMIDD/YY DATE MM/DDIYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DREMG ETOEaE cTED urrr nc $ CLAIMS MADE F-IOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ , ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ , SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE__ $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WC294080721 12/07/10 12/07/11 �( TWCCRY LIMIT OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the . coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1_ DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 367 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S76102/M76101 JRS © ACORD CORPORATION 1988 THE r � Town of Barnstable ` Regulatory Services BAMErrABLFa MIAM Thomas F. Geiler,Director 1639. '�fn nwy" Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.b arnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, STUART BORNSTEIN , as Owner of the subject property hereby authorize MICHAEL J. ROBERTS to act on my behalf, in all matters relative to work authorized by this building permit application for. o�� LJ iU l7�3J U. el V AJ/ Address Job) Signature of Owner Date Print Name If.Property Owner is applying forpen-nit please complete e the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION of zHE Town of 13arnstable ram, •, o Regulatory Services snxrrsTas[.E Thomas F. Geiler, Director Mass. 039. ,m� Building Division AjF p�,l A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1,1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building.. Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC lassachusetts Department of Public Board ot`Building Re gulation and Standard: MY :�.nstructi.cn Supervisor License License: CS 53861 Restricted to: 00 ry„ - MICHAEL J ROBERTS 1815 FALMOUTH RD#C6 CENTERVILLE, MA 02632 , Expiration: 2/13/2012 'onnn issi"n�'r Tr-,: 16586 Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 10o137oss BWP AQ 06 Decal Number Notification Prior to Construction or Demolition (When fafng out A. Applicability forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09(2)ten (10) days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. rm7 B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?❑Yes ❑✓ No 1.All sections of b. Provide blanket decal number if applicable: Blanket Decal Number this form must be completed in order to comply with the 2. Facility Information: Department of RADISSON HOTEL Environmental Protection a.Name notification 287 IYANOUGH ROAD requirements of b.Address 310 CMR 7.09 H annis MA 102601 c.Cit /Town d.Statg e.Zip Code 5087759316 f.Tele hone Number ar a co a and extension .E-mail Address(optional) 79000 J 3 E h.Size of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ✓ Yes ❑ No k. Describe the current or prior use of the facility: HOTEL I. Is the facility a residential facility? ❑ Yes ❑✓ No ?m. If yes, how many units? Number of Units 3. Facility Owner: _N RIDGEWOOD AVE LP �o a.Name -0 1297 NORTH STREET b.Address HYANNIS f MA 102601 c0 c.City/Town d.State e.Zip Code 0 15087759316 f.Tele hone Number area code and extension .E-mail Address(optional) O MICHAEL ROBERTS a-Q h.Onsite Manager Name ag06.doc•10/02 BWP AQ 06-Page 1 of 3 Massachusetts Department of Environmental Protection I Bureau of Waste Prevention • Air Quality 100137066 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition General Statement: If B. General Project Description (cont. asbestos is found during a 4. General Contractor: Construction or Demolition IMICHAEL ROBERTS operation,all responsible parties a.Name must comply with 1297 NORTH STREET 310 CMR 7.00, b.Address 7.09,7.15,and MA 02601 Chapter 21 E of the HYANNIS e� General Laws of c.Cit /Town d.State e.Zip Code the Commonwealth. 15089627792 This would include, f.Tele hone Number area code and extension .E-mail Address(optional) but would not be limited to,filing an IMICHAEL ROBERTS asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. MICHAEL ROBERTS a.Name 297 NORTH STREET b.Address HYANNIS MA 02601 c.Ci /Town d.State e.Zip Code 5089627792 f.Telephone Number(area code and extension) E-mail Address optional MICHAEL ROBERTS On-site Manager Name 2. On-Site Supervisor: MICHAEL ROBERTS On-Site Supervisor Name 3. Is the entire facility to be demolished? ® Yes ✓l No �N -0 4. Describe the area(s)to be demolished: o DEMO& REMODEL BATHROOMS �N �O 0 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: � ADDITION ON CONFERENCE WING NEW EXTERIOR POOL 0 �0 a �Q � ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection ■ y Bureau of Waste Prevention . Air Quality 10o137oss __�� { BWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project,were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ❑ Yes ❑Q No If yes,who conducted the survey? b.Survevor Name c.Division of Occupational Safety Certification Number 11/4/2011 4/1/2012 7. Construction or Demolition: --1 —� a.Start Date(mm/dd/yyyy) b.End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving b. If other, please specify: ❑✓ wetting ❑ shrouding ❑ covering ❑ other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? NA a.Name of DEP Official NA b.Title 10/25/2011 c.Date mm/dd/ of Authorization 0 d.DEP Waiver Number D. Certification I certify that I have examined the IMICHAEL ROBERTS �o above and that to the best of my a.Print Name —o knowledge it is true and complete. IMichael Roberts The signature below subjects the b.Authorized Signature —N signer to the general statutes PROJECT MANAGER =o regarding a false and misleading c. Position e _o statement(s). IRIDGEWOOD AVE LP d.Re resentin 10/25/2011 �co e.Date(mm/dd/yyyy) �o �d �Q ■ aq 10/02 BWP AQ 06•Page 3 of 3■ k eDEP-MassDEP's OnlineFiling System https://edep.dep.mass.gov/Pages/PrintReceipt.aspx MassDEP Home i Contact I Feedback I Tour i Privacy Policy MassDEP's Online Filing System Us e m a m e:C H R IS TYMO R R IS Nickname:HOLLY~GEMENT My eDEP; Forms; My Profiles* Help Receipt Forms Signature Payment Receipt Summary/Receipt ^pnnt receipt I Exit Your submission is complete. Thank you for using DEP's online reporting system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 427788 Date and Time Submitted: 10/25/2011 4:40:29 PM Other Email Form Name: AQ 06 - Construction/Demolition Notification Payment Information DEP code: 60266 Date: 10/25/2011 4:38:44 PM Amount ($): 85 Payment Detail: MORRIS CHRISTY--AccountType--AccountNumber ****8651 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab My eDEP MassDEP Home I Contact Feedback Tour Privacy Policy MassDEP's Online Filing System ver.11.2.6.0© 2011 MassDEP 1 of 1 10/25/2011 4:40 PM HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis,Massachusetts 02601 (508)775-9316 FAX(508)775-6526 October 28, 2011 VIA FAX: 508-770-6230 Town of Barnstable Building Division ATTN: Sally 200 Main Street Hyannis, MA 02601 RE: Suffield Management Corp. Dear Building Division: May this letter serve to clarify and confirm that Michael J. Roberts is an employee of Suffield Management Corp., and that any and all building permits applied for by Mr. Roberts are for work to be done by Suffield Management Corp., and not for him personally. Should you require any further information in this regard, please feel free to contact me. Sincerely, Jami a ores i (President, Suffield Management Corp.) dck r Construction Control Certification of Completion Fire Protection Systems Building Permit Number: Permit Date: . Project Title: Doubletree Hotel Project Location: 287 Iyannough Rd.,Hyannis,MA Project Description:_Install of automatic sprinkler system throughout the renovated center core lobby,and variousarea. i . I, -Scott D. Henderson , Massachusetts Registration No._46553 , being the Registered Professional Engineer/Architect responsible for the design and control of the fire protection systems for the above referenced project do construction co p Y . hereby certify that I,or my authorized representative,have visited the job site and that the fire protection systems .have been installed in accordance with the approved fire protection construction documents and that I have reviewed the shop drawings for r conformance to 780 CMR 903.3 and have identified deviations if any,from the approved fire protection construction documents. Signature Date: C9 - H��' ' HF corr4 n U F/RF D�RS�N p NoP 4a5�53CT1QN � _ ON L EN�� Seal: e� THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis,MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations &Additions FIELD REPORT NUMBER: 001 DATE: 11/09/11 TIME: 08:30 am WEATHER: Cloudy TEMP. RANGE: 54F UPDATE ON PREVIOUS REPORTS:No updates,this is the first report. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site; Carpenters exposing pre-engineered roof truss tails at two (2) gable locations along the east side of the east wing. OBSERVATIONS: Existing roof truss tails closer to the front of the building are comprised of 2x4 and 2x4 bottom chords while the truss tails closer to the rear of the building are comprised of 2x6 top chords with 2x4 bottom chords. In addition, the 2x6 trusses have ripped, triangular, shaped solid blocking at the tail ends while the 2x4 trusses do not. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Roberts informed Mr. Paulin (of this office) that the tail ends of the trusses at both of these locations and at one (1),location along the west side of the structure needed to be cut flush with the exterior wall sheathing. INFORMATION OR ACTION REQUIRED: Following a phone conversation with Mr. Dempsey of this office, Mr. Paulino informed Mr. Roberts and the carpenter foreman to add solid blocking between the top and bottom chords of those trusses without triangular shaped blocks at the tail ends. In addition they should install a new 2x4 vertical member between the top and bottom chords, four (4) feet back from the outside face of the exterior wall sheathing at all trusses prior to gluing and screwing 3/4" thick plywood sheathing to each side of every truss from outside face of wall sheathing to new vertical stud. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 11/09/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions 'of the Massachusetts State Building Code,8th edition,except as noted above. tN of f�ss9Pti ° RLMARD ORMNAS PSEY G TURE STRU TURAU 11/22/11 o No. 29173 DATE ssrE s'ONAL E G l THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 002 DATE: 11/17/11 TIME: 08:30 am WEATHER: Cloudy TEMP. RANGE: 58F UPDATE ON PREVIOUS REPORTS: Carpenters to reinforce existing pre-engineered roof truss tail ends prior to cutting and removing tail ends per direction given by Mr. Paulino of this office during site visit number 001. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site; Masons prepping north gable wall along the east side of the structure for stucco. Carpenters working on pre-engineered roof truss tail ends at the south gable along the east side of the structure. Foundation contractors installing fmal lengths of reinforcing in bottom of footing formwork at front lobby expansion. OBSERVATIONS: All existing roof truss tails at the north gable and four (4) of the tails at the south gable had been compromised, having been cut back two (2)to three (3) additional inches in from the outside face of the exterior wall sheathing, leaving only one and one-half(1 1/z) inches of bearing on the exterior wall plate at those truss ends. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Paulino of this office informed Mr. Roberts and the carpenter foreman that the truss tails ends were cut back too far and that they should stop work immediately,until further notice. INFORMATION OR ACTION REQUIRED: Again, following a phone conversation with Mr. Dempsey of this office, Mr. Paulino informed Mr. Roberts and the carpenter foreman to add solid vertical blocking at all overcut tails to bring them back flush with the exterior face of sheathing. In addition they should install a second layer of 1/4" plywood sheathing, glued and screwed to each side of every cut truss from the outside face of the wall sheathing back to the vertical stud at a distance of four (4) feet. Finally add a horizontal 2x4 from outside face of wall sheathing to 2x4 wall stud at four (4) feet each side of truss along the bottom chord and bearing on the exterior wall. I, Richard I Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 11/17/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. n o��ZN OF�4SS9cyG O / I NAT , " STRUCTURAL 11/22/11 P o.2917 0 F� DATE S/ONAI EN THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 003 DATE: 11/22/11 TIME: 08:45 am WEATHER: Sunny TEMP. RANGE: 64F UPDATE ON PREVIOUS REPORTS: Carpenters to reinforce existing pre-engineered roof truss tail ends per direction given by Mr. Paulin of this office during site visit number 002. WORK IN PROGRESS: Mechanical contractors and interior fit-up contractors on site. Carpenters finishing work on pre-engineered roof truss tail ends at the north gable along the east side of the structure. OBSERVATIONS: All existing roof trusses at the north and south gables along the east side of the structure have been repaired per direction given by this office. The continuous foundation wall formwork and reinforcing at the front lobby expansion complete and awaiting pour; the continuous footing formwork and reinforcing at the restaurant expansion complete and awaiting pour. ISSUES DISCUSSED W/ SUPERINTENDENT: Mr. Paulino of this office informed Mr. Roberts that the truss tails ends were repaired correctly and that the concrete footing and foundation wall referenced above are okay to pour. INFORMATION OR ACTION REQUIRED: No action required at this time — all structural work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 11/22/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. a��ytN of t��cti oil RICHARD J. ORfTI S NATU No.29173 11/23/11 DATE `�s�Earu►E THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations &Additions FIELD REPORT NUMBER: 004 DATE: 12/01/11 TIME: 08:45 am WEATHER: Sunny TEMP. RANGE: 54F UPDATE ON PREVIOUS REPORTS: No updates. WORK IN PROGRESS: Carpenters framing front wall of front lobby expansion. OBSERVATIONS: The continuous foundation wall formwork and reinforcing at the restaurant expansion complete and awaiting pour. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed providing this office with photos of rigid insulation installation at the front entry expansion and the footing formwork and reinforcing installed at conference room expansion if this office unable to inspect completed form work prior to pour. INFORMATION OR ACTION REQUIRED: See ISSUES DISCUSSED W/ SUPERINTENDENT noted above. All work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/01/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. ��ZN OF�SSgC y RICHARD J. OR* GN TURE AND DE,IVIPSEY P TRUCTURAL `P 12/01/11 No.29173 o DATE �oa�Fcr sTE�`�`��, FSSIONAI Ea THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 005 DATE: 12/02/11 TIME: 05:00 pm WEATHER: Sunny TEMP. RANGE: 42F UPDATE ON PREVIOUS REPORTS: Michael Roberts provided this office with photos depicting rigid insulation installation at the front entry expansion and the footing formwork and reinforcing installed at the conference room expansion, as requested. WORK IN PROGRESS: No work ongoing at time of inspection. OBSERVATIONS: The continuous foundation wall formwork and reinforcing at the conference room expansion complete and awaiting pour; the foundation walls were cast and the formwork stripped at the restaurant expansion; the stud walls are framed at the front entry expansion. ISSUES DISCUSSED W/SUPERINTENDENT: No issues—no one on site. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/02/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. U/ o O I NATURE z SEY Na 12/07/11 " STRUCTURAL DATE No.29173 a/sTf �sSiONAL E��, THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 006 DATE: 12/15/11 TIME: 09:40 am WEATHER: Cloudy TEMP. RANGE: 45F UPDATE ON PREVIOUS REPORTS: No updates. WORK IN PROGRESS: Carpenters installing cedar shingles at front exterior wall; Framers installing light gage metal studs at restaurant expansion; grading and slab prep work underway at conference room expansion OBSERVATIONS The cedar 'shingles at the °two (2) deft side''}exterior gable walls at 95% coniplete;R the sill plates and metal stud wall installation at•thee restaurant expansion`underway; the continuous foundation walls cast and`formwork stripped of the conference room expansion; the slab at six (6) of the eight (8) interior lobby footings saw cut, excavated and awaiting pour at 10:00 am. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed extending the front lobby opening to accommodate a third check-in location. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard,J., Dempsey,.P. E.-, as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/15/11, inspected the property located at 287 Iyannough'Road, Hyannis, MA and find that the construction complies substantially with 'the approved ' plans and `specifications and"appropriate provision5r of the Massachusetts.State Building Code, 81h edition,except as noted above. "9 y RICHA J. ORIGINAL IGN Al LEEMPSEY y 12/15/11 S UC?URAL No.29173 DATE ass►ONAI �� THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION_SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 007 DATE: 12/20/11 TIME: 08:40 am WEATHER: Sunny TEMP. RANGE: 42F UPDATE ON PREVIOUS REPORTS: No updates. WORK IN PROGRESS: Interior fit-up ongoing. OBSERVATIONS: The slab at the remaining two (2) of the eight (8) interior lobby footings saw cut, excavated and awaiting pour at 10:00 am. ISSUES DISCUSSED W/SUPERINTENDENT:No issues. INFORMATION OR ACTION REQUIRED: None at this time - all work proceeding in accordance with approved drawings. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 12/20/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition,except as noted above. ORVNAL RE AND SEAL o=N TH OF sRICHARsq�yG J. 12/28/11 0� DEM SDEY DATE " STRUCTURAL No. 29173 �o�sS ONAI THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis,MA CONSTRUCTION.SUPERVISOR'..S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 008 DATE: 01/03/12 TIME: 08:50 am WEATHER: Sunny TEMP. RANGE: 30F UPDATE ON PREVIOUS REPORTS:No updates. WORK IN PROGRESS: Exterior site work ongoing; metal framing at restaurant expansion; interior fit-up ongoing; mechanical rough-ins ongoing; interior painting and carpentry. OBSERVATIONS: The last two (2) of eight (8) interior lobby footings cast; additional framing installed above front entrance; exterior conference room walls for proposed expansion framed and sheathed. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed revising framing at entrances to nine (9)rooms to provide handicap access. INFORMATION OR ACTION REQUIRED: TDG to provide framing plan to support floor joists above existing bearing walls to be removed to allow for handicap access at nine(9)rooms. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 01/03/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition,except as noted above. o il `1N of n,�s�cy O IN G TURE AND SEAL RI J. GNP, o DEMPS MPSEY � " STRUCTTURAL 01/04/12 No.29173 DATE Teq, �SS�ONAL �aG THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 i SECTION 116.0 OF MASS ACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion,Renovations&Additions FIELD REPORT NUMBER: 009 DATE: 01/10/12 TIME: 08:50 am WEATHER: Sunny TEMP. RANGE: 40F UPDATE ON PREVIOUS REPORTS: TDG provided Michael Roberts with two (2) framing plans: the first in the east wing to support floor joists above existing bearing walls being removed to permit for handicap access at nine (9) rooms; the second in the lobby to accommodate the addition of another guest check-in counter. WORK IN,PROGRESS: Exterior•aite work; metal framing at restaurant expansion; interior fit- up; mechanical rough-ins; interior painting and carpentry. Carpenters prepping existing wall in lobby to receive new(3).14"LVL beam above proposed check-in area; excavation of front lobby check-in expansion and removal of slab underway. OBSERVATIONS:The existing slab at proposed check-in area-.in front lobbyhad'been saw-cut, excavated and awaiting new-footing pour scheduled for 01/11/12; light gage metal stud roof rafters installed at restaurant.expansion. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed pouring front lobby check-in area monolithically. INFORMATION OR ACTION REQUIRED: None at this time. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date,01/10/11, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially With'. the ,approved ' plans and+ 'specifications' and appropriate', provisions of the Massachusetts State Building Code,8th edition,except as noted above. V.. i . . .. i . •.' .1`.. 4 i y . .. i H.OF�SS O IG` ATURE AND SEAL" o . • � RI CHARD J. in - o DEMPSEY 01/12/12 " STRUCTURAL DATE No. 29173 �o�SS ONAI THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: 010 DATE: 01/11/12 TIME: 08:40 am WEATHER: Sunny TEMP. RANGE: 44F UPDATE ON PREVIOUS REPORTS: No updates. WORK IN PROGRESS: Interior fit-up; mechanical rough-ins; interior painting and carpentry. Carpenters removing and replacing rotted and deteriorated exterior stud walls in front lobby. Carpenters sheathing exterior walls at restaurant expansion; excavator setting wall reinforcing in front lobby guest check-in expansion. OBSERVATIONS: Triple (3) 14" LVL beam above proposed lobby guest check-in installed, however, insufficiently supported at each end with double (2) 2x4 studs in lieu of 5 1/4" square Paralam posts. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed providing this office with photographs depicting completed installation of wall reinforcing and one-sided formwork prior to pouring front lobby guest check-in area monolithically. Informed Michael Roberts that 5 1/4" square Paralam posts are required at each end of new (3) 14" LVL beam above proposed guest check-in. INFORMATION OR ACTION REQUIRED: See "ISSUES DISCUSSED W/ SUPERINTENDENT" above. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date,01/11/11,inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,8th edition, except as noted above. OR �„tH OF °� RICHARD J. O INAL TURE AND SEAL o DEMPSEY , " STRUCTURAL 01/12/12 o. 0 DATE sT eR�` S��NAL EN THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations&Additions FIELD REPORT NUMBER: O i l DATE: 03/05/12 TIME: 08:40 am WEATHER: Sunny TEMP. RANGE: 34F UPDATE ON PREVIOUS REPORTS: No updates. WORK IN PROGRESS: Interior fit-up; mechanical rough-ins; interior painting and carpentry. Contractors jack-hammering interior concrete slabs for underslab plumbing and laborers removing portion of masonry wall at west wing restaurant expansion. OBSERVATIONS: Framing above proposed lobby guest check-in completed,however, in some instances lacking designated Simpson fasteners at beam and post ends. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed again providing this office with photographs depicting completed installation of wall reinforcing and one-sided formwork prior to pouring front lobby guest check-in area monolithically. Also discussed this office providing Mike Roberts with a steel lintel detail above the proposed masonry openings located at the west wing restaurant expansion. INFORMATION OR ACTION REQUIRED: Michael Roberts to provide photos at front lobby guest check-in. The Dempsey Group to provide steel lintel detail at restaurant I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 03/05/12, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 8th edition, except as noted above. tN of kq ORldh WINAItTTURE AND SEAL RICHARD J. o DEMPSEY 03/08/12 STRUCTURAL. DATE o.29173 0C. FC/STERN �sS/ONAL ECG THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: DoubleTree Inn STREET ADDRESS: 287 Iyannough Road TOWN/STATE: Hyannis, MA CONSTRUCTION SUPERVISOR'S NAME: Michael Roberts PROJECT: Hotel Conversion, Renovations &Additions FIELD REPORT NUMBER: 012 DATE: 04/05/12 TIME: 08:45 am WEATHER: Sunny TEMP. RANGE: 48F UPDATE ON PREVIOUS REPORTS: Michael Roberts provided this office with photographs depicting completed installation of wall reinforcing and one-sided formwork prior to pouring front lobby guest check-in area monolithically and photographs of post and beam fasteners at lobby guest check-in and conference room wall strapping, as requested in prior site visit reports. The Dempsey Group provided steel lintel detail SKS-02 dated 03/06/12 at west wing restaurant. WORK IN PROGRESS: Interior fit-up; mechanical finishes; interior and exterior painting; carpenters installing exterior sidewall cedar shingles and ongoing exterior clean-up. OBSERVATIONS: Single roof rafter parallel with, and almost directly above, new LVL beam above proposed lobby guest check-in is severely notched for mechanicals. These notches are not considered critical however, in since this rafter is a run board and nailed every sixteen (16) inches along its length to the ends of rafters perpendicular to it. Those rafters are supported by the LVL beam below. ISSUES DISCUSSED W/ SUPERINTENDENT: Discussed adding a three-quarter (3/4) inch thick by eight (8) foot long by eleven (11) inch wide piece of plywood notched to fit around mechanical piping and glued and screwed to rim board above lobby guest check-in. INFORMATION OR ACTION REQUIRED: See "ISSUES DISCUSSED W/ SUPERINTENDENT" I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I, or a duly authorized agent of this office, have on this date, 04/05/12, inspected the property located at 287 Iyannough Road, Hyannis, MA and find that the construction complies substantially with the approved , plans and specifications and appropriate provisions of the Mass 1c etts State Building Code, 8tn edition, except as noted above. N of qo RICHARD J. ORMNAL ATURE AND SEAL 3 DEMPSEY 04/06/12 " STRUCTURAL DATE ��o �No.29173 SS�ONAL ENG Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: One(1) �gE1l ARCyjr Date: Tuesday, 08 November 2011, 11:00 AM Q��`v B/GG�c� o ir No.7080 N W Weather: Sunny, 65 degrees A ST CO moo$ N.H. vim, Present: Stuart Bornstein, Owner �FgtTH Chris Connelly, General Manager Greg Horton,Property Manager Mike Roberts,General Contractor Charles J. Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work at gables,bathroom stripping to studs Schedule: To Be Determined Guestroom Observations: 1. East Wing Guestrooms: a. Guestrooms stripped of furniture and finishes on both floors. b. Bathroom fixture removal in progress c. Drywall removal in bathrooms in,progress.at first floor d. Corridor ceilings tiles removed;'grid still in place 2. West Wing Guestrooms: Furniture only removed for salvage. 3. BMA presented finishes for Guestrooms, Corridors, Lobby and Public Restrooms. a. Guestroom finishes to be reselected: i. Accent Pillow fabric ii. Bed Skirt fabric iii. Stain finish iv. Entry light Information of Action Required. 4. (08Nov 11)BMA—Submit reselected finishes to Owner for approval 5. (08Nov11)BMA—Submit Guestroom Submittal package to Hilton for Approval 6. (08Nov11)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File I Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Two(2) S��REfl�RCy�� Date: Tuesday, 29 November 2011, 11:00 AM o No.7080 Weather: Overcast, 65 degrees 3o A N H ST �j Present: Stuart Bornstein, Owner(HM) �FA(TH S Chris Connelly, General Manager(HM) Greg Horton, Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J. Landsman, BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work at gables,Guest Bathroom demolition and new drywall Center Core: Sitework for foundations Schedule: 15%complete Guestroom Observations: General Conditions: 1. BMA received shop drawing submittals for the vanities and tops for approval. Returned to Owner on 01 December 2011. 2. BMA submitted final finish samples to Owner and Hilton for approval on 16 November 2011. 3. In all Guestrooms where there is a conflict with the location of the thermostat and the wall sconce-The thermostat will be located at 48"a.f.f. and centered on the wall between the closet door and the Entry Hall.The wall sconce will be centered above the thermostat. The mounting height of the wall sconce will be determined by the final light fixture selected. 4. Projected Opening date to the public is scheduled for April 30`h 2012 East Wing: 5. New drywall installation started in the Bathrooms. 6. The Accessible Guestrooms were laid out in the field and it was determined that the existing recliner chairs do not work dimensionally. The 36"chair width and the distance from the wall required to fully recline the chair is too large for the available space in the room. The Owner will use the new lounge (specified as an alternate),for all guestrooms.BMA noted that an additional smaller side chair may be required in the Double/Double Accessible Guestroom. The Owner prefers to use either leather or vinyl Page 1 of 2 r- Architect's Field Report#02 Hyannis DoubleTree Conversion 29 November 2011 Page 2 of 2 for durability rather than fabric. The fabric specified for the alternate Lounge chair has 60,000 double rubs. 7. Electrical box for new GFI receptacle at vanity to be located a minimum of 4"off the corner for clearance at the vanity mirror,which protrudes 11/4"from the back wall. 8. Relocate the wall mounted exhaust vent grille to the ceiling,centered over the vanity bowl. 9. On the North side of the East Wing,the Owner requested to eliminate the arched top window and the double window in the Second Floor Storage Room. 10. All Accessible Guestroom tub valves to operate the tub, fixed shower head,and an adjustable rod mounted handheld shower head. The roll-in showers valves will operate both the fixed shower head and an adjustable rod mounted handheld shower head. Center Core: 11. Lobby Demolition work 80%complete. 12. Foundation poured at Lobby. Foundation trenching completed at Meeting Rooms. 13. Owner would like to increase the Lobby footprint by infilling the space under the existing roof to the East of the Lobby Entrance. The new concierge desk will be located in this space. The single square window at the East side of the Lobby Entrance will be removed and the new Fire Alarm Panel will be located in its' place. BMA provided a plan to the Owner for Structural review and Contractor pricing. 14. The circle top window above the automatic doors is being deleted and the two adjacent arch top windows are being replaced to match the window height and type in the Lobby Entrance. Information of Action Required: 15. (29Nov 11)BMA—Provide exterior renderings to Owner for marketing. 16. (29Nov 11)Owner—Owner to decide if the sliding door at the Bar will be deleted from scope. 17. (29Nov11)BMA—Provide additional information on the entrance canopies at the North and East side of the East Wing. 18. (29Nov11)Owner—Submit roof paint information for approval by BMA. The two paint mock-ups were reviewed in the field.Both colors did not match what was specified. The specified color is Kynar 500 polymer paint, Hemlock Green by Berridge Manufacturing Co. 19. (29Nov 11)BMA—Review adding additional square footage underneath the existing Lobby roof overhang on the left side of the Foyer. This space to be allocated for the Concierge/third check-in pod. 20. (29Nov 11)BMA—Submit Specification sheet for a smaller footprint Guestroom lounge chair and side chair to Owner and Hilton for approval. 21. (29Nov11)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Three(3) Date: Tuesday, 13 December 2011, 11:00 AM \S��RED AITCy�r Q v CA Weather: Partly cloudy,42 degrees d: ��' o o. 080 �- HE S Present: Stuart Bornstein, Owner(HM) 3oy N.H. Chris Connelly, General Manager(HM) �FgtTH Q Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J. Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work,Guest Bathroom demolition and new drywall Center Core: Sitework for foundations, interior structural West Wing: demolition work at Guestrooms, framing Schedule: 17%complete Observations: General Conditions: 1. The final approval letter from Hilton was e-mailed and included items revised from the original submittal dated 17 November 2011. 2. Wall tile edge trim profile at showers and tub surrounds was selected and approved. The profile is Schluter,Jolly Aluminum clad tile edge trim with polished chrome finish. Trim profile to match tile thickness. 3. The Electrical Contractor's Engineer must make sure that all areas meet the minimum lighting levels and control types as noted in the DoubleTree Standards Manual. 4. The Guest Bathroom exhaust fan was moved closer to the ceiling located above the vanity light. BMA recommended relocating the exhaust grille to the ceiling. The grille needs to align with the center of the vanity bowl. 5. The Bathroom accessories (toilet paper holder with two wall supports,two single robe hooks, and 24" towel bar)were approved by the Owner and Hilton and ready for the Owner to purchase. 6. Because of the long lead time for the floor and desk lamp BMA sent the specifications to other vendors to find matching lights. Page 1 of 3 Architect's Field Report#03 Hyannis DoubleTree Conversion 13 December 2011 Page 2 of 3 7. BMA and the Owner inspected the tile layouts in several Guestrooms and determined that the tile layout in Guestroom 424 is the layout to use for all future Bathrooms. The floor tiles will have a '/4" maximum grout thickness in order to minimize tile cutting. Since the grout and tile colors are similar the grout lines will blend for a uniform appearance. Tile layouts for other bathrooms to be determined. 8. The wall tiles at the tubs and showers must have the minimum tile grout thickness that will work with the specified tile and will provide sufficient adherence without spalling.Unsanded epoxy grout is required to achieve this. The wall tile shall run from floor to ceiling. The tile at the edge of the tub leaves a triangular gap where there could potentially leave a large grout spot. Option to resolve this is to cut the tile to match the radius of the tub edge. The radius is small and may not be an issue.BMA recommends the Contractor lay out a bathroom for review and approval. 9. BMA e-mailed two exterior renderings to the Owner for their marketing purposes. 10. BMA provided floor plans to the Owner's Sprinkler Contractor for design of a new sprinkler system. 11. The sliding door panels at the Bar are.still in the scope. The carpet and tile floor finishes will terminate at the door track line. 12. BMA presented the Lobby furniture and finishes.All items were approved by the Owner. BMA will proceed with finalizing the Public Area submittal to Hilton for approval. 13. Because of the Owner's concern with a low back chair,BMA selected a new Guestroom lounge chair with a higher back. The chair is identical to the chair approved by Hilton with the exception that the height of the back increased from 37"to 42"high.BMA will submit this to Hilton for review and approval. 14. BMA contacted the Furniture Rep. for the Guestroom furniture regarding the Hilton requested changes to the Guestroom furniture. The changes included the addition of floor length panels below the nightstands and extend the headboard behind the mattress and terminate at the top of the box spring. East Wing: 15. EIFS at the gable walls were applied without tenting and heating per the manufacturer's written instructions. Staining and discoloration occurred. BMA recommends either applying the product as specified or wait until warmer weather if the Owner wishes to reduce costs. 16. Remove scalloped shakes at the North Wall and replace with square shakes so all shake walls match. 17. BMA's intent for the cedar shakes is to let them naturally weather to grey. 18. Gable work at east side almost complete, gable at west side in progress. Center Core: 19. Floor cutting in progress for the new structural footing. 20. The additional floor area for the concierge desk was approved. BMA will issue a revised drawing. 21. Foundation insulation is in progress at.all new foundations.Vertical board and 24"horizontal board installed. Architect's Field Report#03 Hyannis DoubleTree Conversion 13 December 2011 Page 3 of 3 22. Owner wants to keep the existing round top windows at the Lobby Foyer area. Replace damaged windows to match existing. 23. BMA reviewed Lobby changes with the Owner. These changes include: a. Flipping the current PBX Room and the Self Service Gift Shop. This will increase the Gift Shop square footage. b. Storage Room 111 will now be the Luggage Storage Room. c. One Back-of House entrance behind the Check-in Pods will be eliminated and a door will be added for security to the side of the Check-in Pods. d. Move pods closer together to increase the size of the work surfaces. e. Office 112, BOH 118 and Retail area will become an Office and PBX Room. These spaces will include hanging area for Guest Laundry and a secure receptionist coat closet. f. At the north end of Meeting Room 110, 8'-0"of the room will be turned into a Storage Room. Delete the window and infill the wall. g. The wall behind the Check-in pods will be increased in thickness so a recessed decorative area can be created. h. Add a location to store two bell carts near the Check-in area. West Wing: 24. All Guestroom finishes are removed. 25. Drywall demolition in Bathrooms in progress. 26. At Restaurant addition foundation work completed and new exterior walls started. Information ofAction Required. 27. (13Dec 11)BMA—Provide to Owner a Canopy profile and specification for the three East Wing Entrances. 28. (13Dec11)BMA—BMA to revise Vestibule 179A to reduce wind driven conditions. 29. (13Dec11)BMA—BMA to review floor plan and floor&wall finishes at the Restaurant Entrance and Corridor 181.Concerns are noise levels and slippery floors. This work was not part of BMA's original scope and will be done on a time and material basis. 30. (13Dec11)BMA to submit to Hilton revised specifications for approval. 31. (29Nov 11)Owner—Submit roof paint information for approval by BMA. The two paint mock-ups were reviewed in the field. Both colors did not match what was specified.The specified color is Kynar 500 polymer paint,Hemlock Green by Berridge Manufacturing Co. 32. (13Dec11)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc: Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File Architects Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project. Doubletree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dee/10 Report No.: Four(4) Date: Monday,23 January,2:00 PM Weather. Partly cloudy,37 degrees Present: Stuart Bornstein,Owner(HM) Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Howard Lazerowich,International Furnishings H(IF) Charles J.Landsman,BMA Architectural Group(BMA) Rolf K.Biggers,BMA Architectural Group(BMA) Work in progress: East Wing:Exterior work,Guestrooms Center Core:Framing West Wing: Guestrooms Schedule: 25%complete Observations: General Conditions: ' 1. The lighting is being completed on a Design/Build basis by the Electrical Contractor.All lighting levels are required to meet Doubletree Standards for foot-candles.Lighting quantities and locations to be determined by these Standards. 2. BMA provided floor plans to the Owner's Mechanical Contractor for design of the mechanical systems. 3. Original Public Restroom tile did not meet ADA standards for slip resistance.BMA substituted, IRIS US,Statuario Venato,honed tile.The size and pattern are equal to the original with the new tile having a slip resistance of 0.61 (wet)and 0.78(dry). 4. Owner e-mailed BMA a blank letterhead for Purchase Orders. BMA to assemble Purchase Order information for the Owner's use in purchasing Lobby FFE materials. 5. The Restaurant is not in the scope.All finishes to be selected by Owner.' 6. Guestrooms scheduled to be completed by end of February. Page l of 3 P, Architect's Field Report#04 Hyannis DoubleTree Conversion 23 January 2012 Page 2 of 3 7. Exterior woodwork to be completed by end of February. 8. Guestroom Furniture to be installed at end of March. Guestrooms: 9. Guestroom fabrics were researched by BMA for Owner to Order.(Materials will be held for 4-5 days) 10. Guestroom Sample Room Review: a. Wood stain finish on furniture appeared to be darker than what was approved.Finish to be reviewed by Owner once all of the Guestroom lighting is installed. b. Side Table: i. Reduce the size of the side table from 20"to 18"diameter. ii. Replace table top with Walnut wood veneer and cover with tempered glass. c. Desk: i. The top desk will be reduced from 24"depth to 18". I The lower desk to be reduced in depth,maintain minimum surface area of 10.83 iii. I6e bumper works better on the lower desk instead of under the upper desk.With the bumper on the lower desk will prevent additional scratching of other furniture pieces in the Guestroom. iv. Replace upper desk top with Walnut wood veneer and cover with 1/a"tempered glass. d. TV/Dresser: i. Change the small cabinet door to double doors. ii. Replace hinge with piano hinge to prevent the door from sagging. iii. Stone countertop to remain. e. Headboard: i. The outlet at the nightstand will be recessed so that it sits flush with the surface of the headboard.The headboard depth will increase by 3/a"-1"to accommodate the recessed outlet box. ii. - The width of the headboard will remain the same width.On the Double Beds an extra panel will be installed on the outside of the bed that will extend to the top of the wall base. iii. 'The panel under the nightstand will extend 2"behind the mattress and box spring. f. Nightstand: Per Doubletree Standards,the mounting height of the nightstand is required to be flush with the top of the mattress. 11. Wall tile at tub surrounds were not properly installed.Tiles were not evenly placed leaving shadows where tiles protruded from face of wall. Correction is required. 12. Revised Lounge Chair Fabric Approved by Owner. 13. No double-stick carpet in the Guestrooms.Owner wants to use loose carpet pad and tack strips. BMA e-mailed Doubletree Standards for carpet pad to Owner. East Wing: 14. Second Floor Vending Area: Door to be eliminated to accommodate accessibility clearances at vending equipment. i I� i Architect's Field Report#04 Hyannis DoubleTree Conversion 23 January 2012 Page 3 of 3 15. Corridors: Because of the irregularities in the location of Guestroom doors and at Corridor T's, only the center Guestroom door recesses will receive the dropped drywall ceiling feature. Center Core: 16. BMA submitted to the Owner cut sheets for the Lobby fireplace and Meeting Room pendant lights. 17. BMA e-mailed information to the Owner regarding the quote for the Meeting Room moveable partitions,revised Guestroom ceiling light,and outdoor fire pit manufacturer. 18. The sliding door panels at the Bar are have been deleted.The bar will be.broken down each night and all liquor will be securely stored. 19. Owner approved final fabrics and finishes for the Center Core and Public Areas. 20. Owner prefers to have a lighter cherry wood stain in the Lobby for furniture and millwork. 21. Owner would like to use 3-Form at the Check-in Pods and at the bar.BMA to review design to incorporate the Worm into the design. 22. A map of Cape Cod will be installed by Owner behind the Concierge desk. 23. Lighting design will be completed by the Owner's electrical design/build contractor. Most all lighting to be on dimmers and per Doubletree standards. Controls to be simple and easy to use for staff. Information of Action Required. 24. (13Dec 11)BMA Provide to Owner a Canopy profile and specification for the three East Wing Entrances. T 25. (13Dec11)BMA—BMA to revise Vestibule 179A to reduce wind driven conditions. 26. (13Dec11)BMA to submit to Hilton revised specifications and sample board for approval. 27. (23Jan12)BMA to flag all Hearing Impaired Guestrooms on Plan. 28. (23Jan12)BMA—to review soffit design at fireplace for new flue location. 29. (23Jan 12)Owner—Provide BMA as-built conditions of Lobby.Some wall locations were changed in.field. 30. (23Janl2)BMA—Review Bar Layout and Finishes. 31. (23Jan 12)BMA—Provide Guestroom lounge chair fabric cost and availability to Owner for ordering. 32. (23Jan12)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Double Tree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Five(5) Date: Thursday,02 February, 12:OO-PM Weather: Cloudy,43 degrees Present: Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work,Guestrooms,finishes Center Core: Sprinkler,rough electrical,rough plumbing West Wing: Guestrooms,corridor ceilings Schedule: 30%complete Observations: General Conditions: 1. The roof colors samples were not approved.BMA to send additional sample colors for mock-up review. ti 2. Owner submitted to BMA specifications for the Lobby fireplace for review. 3. All exterior doors,as shown on the drawings, are to be replaced with new aluminum storefront doors per the approved exterior design package approved by Hilton.Both interior and exterior doors at vestibules are to have the same appearance. Guestrooms 4. Revised Guestroom fabric FB-01, Kravet Contract,28767-Queen Moss was approved by Hilton. 5. The wall sconces are mounted too high.The fixture needs to be lowered so that the top of.the fixture is no higher than 80"a.f.f. 6. The sample light entry light was installed for review and was not approved. A recessed can light fixture will be submitted to Hilton as a substitution.Any pendant light would hi-light any imperfections in the ceiling finishes. 7. West Wing Guestroom wall layout in 138, 140, 151, 153, 155, 157, 159, 161,238,and 240 to be revised so conform to the standard room size. Guestrooms 151 and 153 to become Double/Doubles Page 1 of 3 Architect's Field Report#05 Hyannis Double Tree Conversion 02 February 2012 Page 2 of 3 and all other will become Standard Kings. 8. Per Hilton's request, all casegood tops to be either the approved granite or a solid wood top with a high quality finish.No glass tops are permitted. East Wing: 9. Standpipe at south stairwell,first floor to be rerouted via a new T connection and running the pipe into the existing stairwell. Center Core: 10. Owner and BMA reviewed the quote for the moveable partitions. 11. Lighting design will be completed by the Owner's electrical design/build contractor. Most all lighting to be on dimmers and per Doubletree standards. Controls to be simple and easy to use for staff. 12. Owner would like to relocate the door to the patio closer to the Lounge to simplify the path travel. 13. The fire separation wall between the West Wing and the Center Core is not in place and must installed per the drawings. 14. The additional bracing at the upper walls in the new Meeting Room addition have been installed per the Structural Engineers request. 15. The Exterior doors at the new Meeting Room addition are to be solid doors. 16. A ramp at the South entry to the Meeting Room Addition to extend to the west and end at grade. West Wing: 17. Second Floor Vending Area: Door to be eliminated to accommodate accessibility clearances at vending equipment. 18. The new shell structure at Vestibule 179 A will become a fully enclosed vestibule.The exterior doors will be located 3'-0"from the end wall to allow for a covered area on the exterior of the door.A new canopy will be added to match the new canopies at the East Wing Entrances. 19. Per the plans,the deteriorated concrete pad around the perimeter of the West wing will be removed and new landscaping installed.There is also a new landscape buffer at the new pergola seating area by the Restaurant. 20. There will be 4 recessed can lights in each new soffit at the Guestroom entries.The existing wall sconces exceed the 4"maximum protrusion required by the accessibility codes and need to be removed. 21. The existing beams in the Corridor are to be wrapped in drywall to achieve a uniform finished appearance. Architect's Field Report#05 Hyannis Double Tree Conversion 02 February 2012 Page 3 of 3 22. The Pool ceiling to be replaced with an Aluminum grid system and stainless steel ties to prevent corrosion and collapse.Vinyl wrapped grids are not acceptable.BMA submitted the specifications to the Owner. 23. The windows at the second floor level of the new tower need to be raised to align with the adjacent windows.The clerestory windows above, if obstructed by the existing concrete beam, will be false windows to match the north face of the tower.A uniform appearance must be maintained. Information of Action Required: 24. (13Dec11)BMA—Provide to Owner a Canopy profile and specification for the three East Wing Entrances. 25. (23Jan12)BMA to flag all Hearing Impaired Guestrooms on Plan. 26. (23Jan12)BMA—to review soffit design at fireplace for new flue location. 27. (23Jan12)Owner—Provide BMA as-built conditions of Lobby. Some wall locations were changed in field. 28. (23Jan12)BMA—Review Bar Layout and Finishes. 29. (02Feb 12)BMA—Review Guestroom window treatment.Owner does not like the looks of a stepped drapery around the window. 30. (02Feb12)BMA provide two floor plan options for the Guest Bathroom/closet layout of the new modified Guestrooms noted above. 31. (02Feb12)Owner to finalize decision on Meeting Room layout in reference to the moveable partitions. 32. (02Feb12)BMA to review furred down ceiling in the East Wing Corridors and at the elevator. 33. (23Jan12)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File I Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Double Tree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Six(6) Date: Thursday, 23 February, 11:00 AM Weather: Cloudy,light precipitation,41 degrees Present: Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Stuart Bornstein(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Exterior work,Guestrooms,finishes Center Core: Exterior work,interior framing,MEP rough-in West Wing: Exterior work,Guestrooms,Corridor ceilings Schedule: 50%complete Observations: General Conditions: 1. Corridor lighting levels between the Guestroom entry doors are insufficient.Alternates to look at are staggered recessed can lighting,running recessed can lights along one side of corridor,or install wall sconces. " 2. BMA submitted list of Hearing Impaired Guestroom locations to Owner on February 13`h. 3. Per the Owner's directive the following exterior doors to be replaced to match the construction document elevation are 10113, 17613, 178C, 300A, 328,and 331.All interior storefront doors scheduled to remain shall be painted white.Any damaged doors/frames or doors that require new cardkey hardware will be replaced to match existing door and frame profile. 4. BMA submitted all selected Public Area Purchase Orders to the Owner for payment and distribution. 5. BMA submitted revised Lobby ceiling plan with new soffit layout at the fireplace to accommodate the flue location. 6. Rubber flooring at ramp in Stair 176 to be provided by the Contractor. Page 1 of 3 r - Architect's Field Report#06 Hyannis Double Tree Conversion 23 February 2012 Page 2 of 3 7. BMA mailed sample cuts of all specified wall vinyls to Owner for their reference. 8. BMA e-mailed CAD roofing drawings to Owner's selected roofing contractor for pricing. 9. BMA e-mailed information regarding the use of laptop computers for check-in. Guestrooms: 10. Per Double Tree by Hilton,all Guestroom entry thresholds are to be either stone or polymer based material.The threshold depth can protrude beyond the face of the door on the Corridor side but shall not exceed the total depth of the door frame. 11. Closet at Guestrooms at 138, 151, 155, 159,and 238 are located on the headboard wall adjacent to the bathrooms. 12. Shower doors in Guestrooms were installed with a corner support bar that extends to the shower head.The bar does not sufficiently secure the fixed glass pane. Owner to review options for shower door including extending the fixed glass panel to the ceiling and.add ceiling supports. East Wing: 13. Reuse the existing exterior canopy frames for awning.Modify the canopy frame length for 42" depth.Repaint frames white and install new fabric to match the Double Tree brown color. Support brackets to be concealed within canopy.Canopies to be located at doors 328, 300,and 331. Center Core: 14. Owner selected the Moveable Partition quote that eliminates the double doors in the Corridor.The movable panels will be stacked at the east, south and west sides of the Meeting Rooms 108A/109A. There will be no partition stack closet at the north end of Meeting Rooms 108 and 109. 15. Decorative pendant lights to be eliminated in all Meeting Room Corridors.Pendant lights in Meeting Room 110 to be reduced to 2 fixtures,centered in each coffered ceiling for a net reduction of 9 fixtures.Meeting rooms will be lit with a combination of recessed can lights and 2'x2' recessed fluorescent fixtures.All fixtures to be controlled by dimmers. 16. Back bar counter to remain. All millwork above counter to be eliminated until Owner finalizes the bar usage plan. 17. One round top window to be added at the south wall of each Meeting Room 108A and 109A. 18. Roof at rear Meeting Room Addition was installed at the wrong elevation. Since this elevation is not visible by anyone except the rear commercial lot the trusses will be left as is.The walls at column lines 70 and 72 terminates at the roof line. Architect's Field Report#06 Hyannis Double Tree Conversion 23 February 2012 Page 3 of 3 West Wing: 19. An 8'-0"high fence(6'-0" slats with 2'-0"of lattice at'top)to be added to enclose the generator structure in the parking lot.Coordinate door opening size and location with existing generator doors.Provide required clearances on all sides of equipment.Maintain a minimum of a 3'-0" landscape buffer with curbing in front of the fence.Restripe parking lot to maintain parking space count. 20. The Gable end wall above the Restaurant to be constructed as shown on the construction documents. 21. Add 6" granite or concrete curb along west side of the west wing at edge of exiting pavement.Curb to be installed along building side of parking lot only. 22. The indoor pool exhaust stacks on the exterior wall face will terminate at the bottom of the new roof soffit.The stacks cannot extend to grade without blocking the entrance to the recessed planting area outside the pool windows. Information of Action Required: 23. (0217612)BMA—Review Guestroom window treatment.Owner does not like the looks of a stepped drapery around the window. 24. (23Feb12)BMA to select corner guard color for Guestrooms and Public Areas from Owner's supplied samples. 25. (23Feb12)BMA to provide ramp and stair layout at rear exit from Meeting Room 108A/109A. 26. (23Febl2)Owner to make final decision on Registration desk equipment and layout. 27. (23Feb12)Next BMA site visit is to be determined. BMA Architectural Group,PC - Charles J.Landsman,LEED AP cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File r I Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Double Tree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Seven(7) Date: Wednesday,01 March, 9:00 AM Weather: Raining, 39 degrees Present: Chris Connelly, General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Guestrooms,Corridors,finishes Center Core: Interior framing,MEP rough-in West Wing: Exterior work,Guestrooms, Corridors,Restaurant Schedule: 60%complete Observations: General Conditions: 1. The Meeting Room carpet strike-offs were approved by all present. 2. Per the Owner's request,BMA e-mailed drawings to the Electrical Engineer for lighting at the Indoor Pool Room. Guestrooms: 3. Accessible Communication Guestroom not started.BMA.submitted list of Guestrooms to the Owner for review,some Guestroom locations may change to utilize Guestrooms with preexisting doors of the correct size at the entrance and bathroom.Communication Guestrooms are required to have 36" wide entrance and bathroom doors (clearances not required),audio visual alarms for smoke and fire alarm devices,and doorbells with visual alarms.All work to comply with the stricter of the two accessible codes, 2010 ADA and/or MAAB (Mass.Architectural Access Board).The location and types of alarms are to be furnished and installed on a design/build basis by the Contractor. 4. The Guest Bathroom faucet lever style is Grohe,Arden, model no. 18083000 lever handle. Page 1 of 4 Architect's Field Report#07 Hyannis Double Tree Conversion 01 March 2012 Page 2 of 4 5. The Accessible Guestrooms did not meet ADA code requirements.Clearances and faucet locations do not comply with requirements.No accessories were installed and could not be assessed at this time.The plumbing work was to be completed on a design/build basis.No plumbing drawings were submitted to the Architect for review and coordination.The following items are required to be corrected: a. Guestroom 302(bathtub): i. Flip entry door so hinges are adjacent to the bathroom wall.(ADA/MAAB) ii. Install the handheld shower bar,centered on the back wall and 40"from the floor of the tub to the bottom of the slide bar. Controls are located on the long wall 28" above the tub floor. (MAAB) iii. Faucet location and adjustable shower head are located at the drain end of the tub OK. (ADA) b. Guestroom 303 (bathtub): i. Install the handheld shower bar,centered on the back wall and 40"from the floor of the tub to the bottom of the slide bar. (MAAB) ii. Faucet location and adjustable shower head are located at the drain end of the tub OK. (ADA) iii. Clearanc ini e from back wall to wall obstruction is 57".ADA requires 56"mmum from the leading edge of the toilet. c. Guestroom 304(roll-in shower): i. Locate the handheld shower bar on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and 40"to the bottom of the slide bar. (ADA/MAAB) ii. Locate the shower control on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and between 38"-48"a.f.f. (ADA/MAAB) iii. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. d. Guestroom 305 (bathtub): i. Relocate bathroom wall with door to achieve 48"clearance inside the bathroom to tub end wall and maintain 18"clearance at strike side of the Guestroom entry door. Thinner studs may be required to achieve the proper clearances on both sides of the door. (ADA/MAAB) ii. Install the handheld shower bar,centered on the back wall and 40"from the floor of the tub to the bottom of the slide bar. (MAAB) iii. Faucet location and adjustable shower head are located at the drain end of the tub OK..(ADA) iv. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. e. Guestroom 306(roll-in shower): i. Locate the handheld shower bar on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and 40"to the bottom of the slide bar. (ADA/MAAB) ii. Locate the shower control on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and between 38"—48"a.f.f. (ADA/MAAB) iii. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. f. Guestroom 307 (bathtub): i. Relocate bathroom wall with door to achieve 48"clearance inside the bathroom to end wall.Thinner studs may be required to achieve the proper clearances on both `J Architect's Field Report#07 Hyannis Double Tree Conversion 01 March 2012 Page 3 of 4 sides of the door. (ADA/MAAB) ii. 18"clearance on the strike side of the entry door cannot be met. Install an automatic door opener inside the Guestroom.Door access from the corridor is OK. (ADA/MAAB) - iii. Relocate Corridor wall adjacent to the toilet to achieve 60"clearance from the face of tub to the face of wall.(ADA/MAAB).Adjust toilet for 18"to the center of the toilet to the side wall. iv. Install the handheld shower bar,centered on the back wall and 40"from the floor of the tub to the bottom of the slide bar. (MAAB) v. Faucet location and adjustable shower head are located at the drain end of the tub OK. (ADA) r vi. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. g. Guestroom 308 (roll-in shower): i. Locate the handheld shower bar on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and 40"to the bottom of the slide bar. (ADA/MAAB) ii. Locate the shower control on the back wall of the shower 27"maximum distance from the wall behind the fold-down seat and between 38"—48"a.f.f. iii. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. h. Guestroom 310(bathtub): i. Relocate bathroom wall with door to achieve 48"clearance inside the bathroom to tub end wall and maintain 18"clearance at strike side of the Guestroom entry door. Thinner studs may be required to achieve the proper clearances on both sides of the door. (ADA/MAAB) ii. Install the handheld shower bar,centered on the back wall and 40"from the floor of the tub to the bottom of the slide bar. (MAAB) iii. Faucet location and adjustable shower head are located at the drain end of the tub OK. (ADA) iv. Clearance from back wall to wall obstruction is 57".ADA requires 56"minimum from the leading edge of the toilet. 6. Clearances for `T' shaped turning radius can be met using the area within the clear opening width of the door frame up to the door stop(measured to the face of the tub end wall. East Wing: 7. Corridor ceiling work in progress at both floors. 8. Guestroom drywall complete. 9. Guestroom floor tile work 90% complete.Grouting in progress. Architect's Field Report#07 Hyannis Double Tree Conversion 01 March 2012 Page 4 of 4 Center Core: 10. The Women's Room vanity will be relocated to fit in the existing angled recess area to accommodate the existing exterior wall locations. 11. The Public Restroom toilets will be wall mounted.The Accessible toilet must be mounted 18"off the side wall to the center of the toilet. 12. Interior wall framing for second floor Offices in progress. 13. Roof truss work at new Meeting Rooms completed including trusses over existing portion of building. West Wing: 14. The Restaurant pergola was installed in front of the exit door. Swap location of the Restaurant exit door and the adjacent window and reverse door swing. 15. Wall tile at Interior Pool to extend to bottom of windows. Hold line of tile at all walls.Finish edges with metal Schluter edge tile strip to match Guestroom tile installation.The wall tile will run under stone window seat.Paint all brick above and install planters of various sizes along window seat. 16. Wall in Restaurant at new addition in process of being demolished.Work held until structural engineer can review the existing conditions. 17. Guestroom drywall mostly completed.Final mudding and sanding in progress. Information of Action Required. 18. (02Feb12)BMA—Review Guestroom window treatment. Owner does not like the look of a stepped drapery around the window. a. Guestroom drapes will be on a 3 track system with blackout drapes to the top of the PTAC on track-3, sheers to the top of the PTAC on track-2, and the fixed drapery panels on track-l. 19. (23Febl2)BMA to select corner guard color for Guestrooms and Public Areas from Owner's supplied samples. 20. (23Feb12)BMA to provide ramp and stair layout at rear exit from Meeting Room 108A/109A. 21. (23Feb12)Owner to make final decision on Registration desk equipment and layout. 22. (01 Mar 12)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File I Architec 's ' eld Report BMA Architectural Group,P.C. 12 Middle Street Voice o 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project: Double Tree Hotel Conversion Hyannis,Massachusetts ' BMA Reference J-2.852/Dec/10 Report No.: Eight(8) Date: Tuesday,27 March, 11:00 AM Weather: Sunny,windy, 51 degrees Present: Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing: Guestrooms,Corridors,finishes Center Core:Interior framing,MEP rough-in,drywall work West Wing:Exterior work,I Guestrooms,Corridors,Restaurant Exterior:Landscaping Schedule: 80%complete Observations: General Conditions: 1. Per the Owner's request,BMA e-mailed the Meeting Room ceiling plans to the Electrician for configuring their lighting layouts. Guestrooms: 1 2. Robe hooks in ADA Guest bathrooms are mounted side-by side on door.Hooks are to be mot that 42"and 60"a.f.f. 3. The window cornice to be constructed of a lx&trim and will extend from wall to wall,painted white. Coordinate the cornice location and blocking with the clearances required for the drapery. 4. Light levels at vanity are low.Owner to install brighter bulbs to bring light levels up to DoubleTree standards. East Wing: ` 5. Door between Stair 300 and Corridor 330 to be a 42"wide solid core_ wood door on magnetic holc� , open with a fire rated`glass sidelite. l Page 1 of 3 Architect's Field Report#08 Hyannis Double Tree Conversion 27 March 2012 Page 2 of 3 6. Guestroom drywall complete. 7. Guestroom carpet installation in progress. 8. Corridor HVAC installation in progress. Center Core: 9. A new storage closet will be incorporated into the comer of the Lounge adjacent to the banquet seat at the location of the old Electrical Room.The door will be located off of the Bathroom Corridor. 10. The pendant lights at the bar and above the banquet are to be mounted with a track.The pendant lights at the communal table are to be point mounted @ 30"o.c.and centered on the table. 11. The wall vinyl at the Lounge walls is to be mounted horizontally so that the pattern runs horizontal (to replicate waves).Install wall vinyl at wall behind bar. 12. The bar and communal table foot rail bracket and bar style is FRBB 15BS by C.R.Laurence Co.,Inc, brushed stainless finish. 13. The planter at the center of the communal table is to be fabricated of brushed stainless steel.The tray is removable to access any electrical wiring inside the table.In addition to the outlets mounted around the perimeter of the table base two duplex receptacles are to be added at the third points of the planter recess creating three separate and equal planter lengths.The receptacles will be mounted flush with the top of the granite counter 14. The floor tile around the bar will extend 48"from the vertical wall of the bar.The floor tile behind the bar will be Quarry Tile 110. 15. Rotate the concierge desk to increase the seating area behind the desk.The two cabinets will be located at the side of the desk that attaches to the wall. 16. The lighting above the concierge desk will be recessed can lights,centered on the work surface. 17. Frame and remount the existing Cape Cod map on the wall behind the concierge desk. 18. Install carpet flooring behind the concierge and front desks.At the front desk align the carpet edge with the two ends of the desk. 19. Wall Accessory ML514 is a wall mounted sculpture and not a light fixture. 20. There will be two ceiling pendants at the front desk and will be mounted at the comers of the desk. The bottom of the light will be 6'6"a.f.f. 21. Above the built-in planter along column line K.3 there will be a soffit,equal to the width of the planter.The bottom of the soffit will be at 8'6"a.f.£.Install three equally spaced mini can lights in the soffit to highlight the planter below.The metal laminate surface of the planter will extend to the floor on both sides.The metal laminate color is Wilsonart 6262(419)Satin Brushed Medium Bronze Aluminum. Architect's Field Report#08 Hyannis Double Tree Conversion 27 March 2012 Page 3 of 3 22. The column cover at the end of the planter will be extended to cover the floor bracket.The column will be wrapped in wood trim,stained to match the rest of the millwork pieces and the column at the Business Center.The bump-out at the exterior wall,adjacent to the planter,is to match the width of the planter. 23. The metal laminate at the front desk and concierge desk base is Spec No.309. West Wing: 24. Guestroom carpet installation in progress. 25. A new roof structure being installed along the east side between the new tower and the restaurant. 26. Indoor Pool wall tile and painting complete.Pool resurfacing and flooring not started. 27. In the Restaurant the following observations and/or convections apply. a. The raised floor at the pizza oven will extend to the exterior wall.Any glass within 18"of the new floor elevation must be tempered glass. b. The coffered ceiling above the bathrooms along with the chandelier to be removed and rebuilt fully within the Dining Room.A flat coffered ceiling is preferred over the existing tapered shape. c. A new wall with a 4'-0"wide opening leading into the bathroom area will be added to the plan.This wall will visually separate the bathrooms from the Dining Room seating area.The wall will be located to maintain 19"clearance at the strike side of the Men's Room door. d. The ceiling in the new enclosed porch area to have a sloped ceiling.Provide a minimum of R-38 insulation in the ceiling. Information of Action Required. 28. (23Feb12)BMA to select comer guard color for Guestrooms and Public Areas from Owner's supplied samples. a. Public area corner guards at all locations,except Lounge,to be 0239 Oatmeal by InPro Corporation. b. Guestroom corner guards to be selected in the field from the InPro Corp.standard color line. 29. (23Febl2)BMA to provide ramp and stair layout at rear exit from Meeting Room 108A/109A. Preliminary plan sent to Owner for review and layout based on field conditions. 30. (2317612)Owner to make final decision on Registration desk equipment and layout.Final equipment selected by the Owner. 31. 27Mar12)BMA to design public restrooms at the exterior pool. 32. (27Marl2)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File f Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project. Double Tree Hotel Conversion Hyannis,Massachusetts BMA Reference 7-2852/Dec/10 Report No.: Nine(9) Date: Monday, 16 April, 10:00 AM Weather. Sunny,windy,71 degrees Present: Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Mike Roberts,General Contractor(HM) Stuart Bornstein,Owner(HM) Charles J.Landsman,BMA Architectural Group(BMA) Work in progress: East Wing:Finishes and Guestroom cleaning Center Core:Drywall,MEP Rough-in,Millwork West Wing:Exterior work,Guestrooms,Corridors,Restaurant Exterior: Siding and Landscaping Schedule 90%complete Observations: General Conditions: 1. Owner approved the sample of the Lightblocks acrylic panels for the reception desk.The Control# is L625-09. ' 2. The light fixtures for the Lobby cove light,Lounge bar and communal table lights,and the reception desk panel lights were approved. , 3. All of the door hardware will be provided by Onity foi-each door scheduled to receive cardkey locksets.Onity will coordinate with the door manufacturer for all applicable hardware templates. 4. There are no astragals at any of the double doors shown on the drawings. 5. At exterior door 178C the concrete walkway will slope away from the door at a maximum slope of '/a"per foot for a distance of 60"from the face of the door. 6. There will be no baseboard heaters in the Guestroom Corridors except for the 300 floor. Page 1 of 3 f Architect's Field Report#09 Hyannis Double Tree Conversion : 16 April 2012 Page 2 of 3 Guestrooms: 7. Vanity light levels were recalculated at 12"and 24"above and from the face of the mirror,centered on the sink.The light levels at the 3 sample rooms were: Room No.: 12"H/12"V 12H/24"V 24"H12"V 24"H24"V 300 26 '32 30 28 311 21 26 23 28 317 53 58 41 50 The low light levels occurred at the Guestrooms with the 40"'wide mirrors.An additional recessed can light should be installed in the 17 bathrooms,centered in the bathroom,to increase_ the lighting level in the bathrooms to DoubleTree standards. 8. At the 10 Accessible Guestrooms install an additional recessed can light to raise the lighting level to DoubleTree standards.Location to be field determined based on foot-candle readings. 9. At the Accessible Guestrooms with roll-in showers;Infill the recess behind the shower stalls to 18" deep' 10. At the Accessible Guestrooms with roll-in showers;raise the handheld shower bar to 42"a.f.f.to the bottom of the rail. 11.-At the Accessible Guest Bathrooms all grab bars shall be installed in the proper locations per ADA 2010 and Mass.Accessibility Codes. East Wing: 12. Corridor wall vinyl installed.Some areas need to be redone due to improper substrate preparations. 13. Guestroom cleaning in progress to prep for furniture installation scheduled starting April 20th. 14. Fire Sprinkler system was inspected by the Fire Marshal and was determined that the East Wing fire sprinkler lines are not working nor are they connected to the rest of the building's sprinkler and alarm systems.Corrections are in progress. Center Core: 15. There will be four pendant lights located above the reception desk. 16. The pendant lights at the concierge desk will be reduced to two.The additional light will be relocated to the reception desk. 17. The wall vinyl at the Lobby windows will end at the edge of the window openings.Paint the . recessed surfaces white. Seal edges of wall vinyl to prevent pealing. 18.'Ceiling framing and drywall work in progress at the Meeting Rooms. 19. All of the tracks for the moveable partitions at the Meeting Rooms are in place. 20. The front panel details for the 'reception desk were resolved in the field for the Contractor to field i Architect's Field Report#09 Hyannis Double Tree Conversion 16 April 2012 Page 3 of 3 fabricate.Details sketched reflect the size of the Lightblock panels being ordered. f 21. Storage Room Door 187 to have cardkey access on one leaf with flush bolts on the adjacent door leaf. 22. All Office doors on the Second Floor do not require closers;however,the door into the Office vestibule and the door to the stairs must have closers. West Wing: 23. Guestroom carpet installation is completed. 24. Indoor Pool deck and pool finish installation is in progress. 25. The coffered ceiling in the Restaurant was relocated. Information of Action Required. 26. (23Feb12)BMA to provide ramp and stair layout at rear exit from Meeting Room 108A/109A. Preliminary plan sent to Owner for review and layout based on field conditions.BMA submitted ramp layout for Contractor's review and field layout. 27. 27Marl2)BMA to design public restrooms at the exterior pool.Exterior Pool Restroom structure submitted to Owner. 28. (16Aprl2)BMA to submit Profilit glass panel pricing and ordering information to Owner. 29. (16Apr12)BMA to resolve with Milton the low lighting levels in the Guest Bathrooms. 30. (16Apr12)Next BMA site visit is to be determined. BMA Architectural Group,PC Charles J.Landsman,LEED AP , cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File Architect's Field Report BMA Architectural Group,P.C. 12 Middle Street Voice 603.673.1991 Amherst,New Hampshire 03031 Facsimile 603.672.1385 Project. Double Tree Hotel Conversion Hyannis,Massachusetts BMA Reference J-2852/Dec/10 Report No.: Ten(10) Date: Tuesday, 12 June 2012,3:15 PM Weather. Clear,about 72 degrees Present. Chris Connelly,General Manager(HM) Greg Horton,Property Manager(HM) Stuart Bornstein,Owner(HM) Rolf Biggers,BMA Architectural Group(BMA) Work in progress: Restaurant: Tile,Painting,Finishes East Wing:Valences,FFE,and finish work Center Core:Carpet,Paint,Finish Electrical Guestrooms&Corridors:Valences,FFE,and finish work Exterior:Pool,&Landscaping Schedule: 95%complete Observations: 1. Landscaping,exterior painting,and finish electrical are in progress around the hotel building. The swimming pool has the gunite shell and concrete apron installed,pool house is mostly constructed with fencing,marble plaster,and finishes still required. Doubletree signage is installed and wrapped. Paving has not been initiated. Railings and guards still required at ramps and stairs. 2. Construction debris,materials,storage trailers,and dumpsters must still be removed from the site. 3. Carpet installation is in progress at the Lobby and new Conference Rooms. The the—to-carpet transition in the Lobby has the Schluter edge strip installed backwards. Resolution is to hold the tack strip back about 3/8"from Schluter edge and roll the carpet into this recess for a finished appearance. 4. All counter heights to be verified for correct ADA height per drawings,including the Communal Table,Bar,Restroom Counters,etc. The granite that was substituted at these locations may be thicker than the specified stone resulting in the counters being too high,i.e.:the accessible counter at the Bar is installed at 361/a"AFF and the lavatory counters at Men's&Women's Restrooms are installed higher than the 34"specified. Contractor to verify all locations are installed at the heights depicted on the drawings and correct as required. Page I of 3 5. Construction materials and debris must be removed from all egress routes. 6. Fire extinguishers in Corridor cabinets appear to be out of date and must be inspected or replaced. 7. All interior ramps and sloped walks exceeding 5%grade must have handrails with extensions installed at both sides as indicated on the drawings. Contractor to verify all interior and exterior locations and correct accordingly. 8. The PTAC unit at the West Wing Corridor must have the cord removed that is plugged into an adjacent wall outlet. The unit must be hard wired for a finished appearance. Contractor to verify all similar situations and correct as needed. 9. An accessible King room was reviewed for completion. The following deficiencies were noted: • One of the grab bars was still missing and must be installed. • The bathroom door has two(2)robe hooks mounted in a high location',at least one(1)hook must be mounted at a max.height of 48". • The adjustable shower is mounted in the wrong location. • A fold down seat is not installed as required. Contractor to verify proper installation of all fixtures,grab bars,and accessory items in ALL accessible Guestrooms and Guest Bathrooms with corrections made per issued plans as needed. 10. Valence installation has been initiated at Guestroom draperies. The ceilings are not level and gaps are visible at one or both ends of the valence where it meets the ceiling. The valence must be scribed for a clean fit. As an alternate,the valence could be held off about 11/a' from the ceiling and a stainless steel or aluminum angle closure installed at the back side of the valence as an accent similar to the casegood details. If this alternate is pursued a mock-up installation is needed for review and approval. There are currently mock-up valences installed in a white painted finish and a stained wood finish to match the casegoods. BMA recommends installation of the white painted finish. 11. The stairwell at the pool is incomplete and must still have the fire rated doors installed as well as the fire rated enclosure at the walls and ceilings. The MEP systems piping at the ceilings shall not pass through the rated stair enclosure and these pipes must be separated by a rated drywall ceiling or fire rated ACT system if access is required. Construction of this rated stair enclosure is a critical part of the work and all such egress routes and exit access corridors must be completed prior to occupancy. 12. The Restaurant has painting and tile flooring work in progress. The wood floor is schedule for re- finishing within the next few days. 13. Renovation work at the lower level Meeting Room adjacent to the indoor Pool has not been initiated. 14. Renovation work at the access Corridor to the Gym has not been initiated. 15. The indoor pool is substantially complete and ready for FFE items. 16. The Owner stated that inspections have been completed for life safety systems including fire sprinkler and fire alarm work with copies of inspection certificated to be provided to Architect and Hilton. p h Architect's Field Report#10 Hyannis Double Tree Conversion 12 June 2012 Page 3 of 3 Information or Action Required. 17. (12Jun12)Contractor to verify that installed work is in compliance with issued construction documents for all accessibility items at all Guestrooms and Public Areas. 18. (12Jun12)Contractor to create an itemized punch list of items requiring correction or completion. 19. (12Jun12)Owner to provide copies of all Final Certificates and Affidavits including fire alarm,fire sprinkler,plumbing,electrical,and elevator to BMA to issue a final letter of completion. This includes Affidavits from the Owner's design/build contractors or engineers(Civil,Structural, Mechanical,Plumbing,Electrical)verifying compliance of the systems they designed. 20. (12Jun12)Next BMA site visit has not been scheduled. BMA Architectural Group,PC Rolf K.Biggers,AIA Architect cc:Stuart Bornstein,Chris Connelly,Greg Horton,Mike Roberts,Vito Lotta,Kyle Williams,BMA File r - THE DEMPSEY GROUP, INC. O8 Beaumonts Pond Drive Foxboro, MA 02035 ' Tel. (508) 543-5499 STRUCTURAL ENGINEERING CONSULTING CIVIL ENGINEERING • INVESTIGATIONS REPORTS June 06,2012 Mr.Thomas Perry Building Commissioner Town of Barnstable C/o Michael Roberts Holly Management&Supply Corporation 297 North Street Hyannis,MA 02601 Re: IDoubleTree Inn-287 Iyannough Road-Hyannis,MA-Additions&Renovations 780CMR-Section 107.6.2-Registered Design Professional Services Construction Compliance Affidavit TDG#11122 Dear Mr.Perry, In accordance with 780 CMR 8t6 edition,Section 107.6.2.2,the undersigned or his designee was"present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work to determine...that...the(structural)work...was...being performed in a manner consistent with the construction documents"and 780 CMR. Respectfully, THE DEMPSEY GROUP,INC. Richard J.D64 sey,P.E. President OF RICHARD J. DEMPSEY m STRUCTURAL No.29173 . SstONAt Ea Construction Control Certification of Con I ion Fire Protection systems 3uildino Permit dumber: Permit Date: Project Title:_Doubletree Hotel Project Location:_287 Iyannough Rd.. Hyannis. MA Project Description:_Install of automatic sprinkler system.. throughout the renovated center core lobby, and various area. I. Scott D. Henderson Massachusetts Registration No._4655 3 being_ the Registered Professional Engineer!Architect responsible for the design and construction control of the fire protection systems for the above referenced project do hereby certify that 1.or my au€horized representative. have visited the job site and that the fire protection systems have been installed in accordance with the :approved ,fir, protection construction documents and that I have reviewed the shop drayiin4s for conformance to 780 CMR 90 .3 and have identified deviations if any, from the approved fire protection construction documents. Si nature: .: � ��1�v2,�Date: SCOLD '�W PR Ov ` ��rrNL trt,�,` Seal: I I� SMOKE DETECTOR INSPECTION REPORT LOCATION : GUESTROOMS Contractor: Holly Management 259 Main Street Hyannis MA 02601 Site Contact: Ed Gent Telephone: 1-508-326-4209 . Alarm System Reports to: Nothing The Smoke Detectors at the above location was tested and all parts of the above system were found to be operational. Comments: Date Tested: June 14, 2012. By: Arthur P. Doh e Signature: MA Contractors License#A17197 372 Yarmouth Road• Hyannis,MA 02601-2043 Tel:508-77i-7270•Fax: 508-771-6617 www.baysideelec.com Page 1 of 1 Tresa Busby From: Rolf Biggers [Rolf@bmaworld.com] Sent: Monday, June 25, 2012 5:12 PM To: Holly Supply; Mike Roberts Cc: Chris Connolly; Charles J. Landsman Subject: Hyannis Doubletree-BMA Letter for Construction Compliance Attachments: LE2852-Hilton Doubletree_Construction Compliance Affidavit_25June12.pdf Stuart& Mike Attached is the BMA compliance letter for the completed construction for your use in closing out the project with the Town. Rolf Rolf K. Biggers,AIA BMA Architectural Group, PC 12 Middle Street Amherst,New Hampshire 03031 rolf(@.bmaworld.com telephone 603 673 1991 facsimile 603 672 1385 www.bmaworld.com 6/26/2012 BMA Architectural Group ®O Professional Corporation Architecture ■ Design ■ Planning ■ Interiors 25 June 2012 Mr.Tom Perry Building Commissioner 200 Main Street Town of Barnstable Hyannis,Massachusetts 02601 Re: Hilton Doubletree Conversion&Renovation Hyannis,Massachusetts BMA Reference J-2852/DEC/10 Dear Mr.Perry: As a registered Architect and in accordance with the Massachusetts State Building Code,I certify that I or my representative have completed ten(10)site visits at various stages during construction and reviewed submitted shop drawings for architectural systems. To the best of my knowledge and belief,the completed Work is in substantial compliance with the Construction Documents issued by BMA with the exception of limited punch list items and corrections remaining to be completed as noted in the issued Architect's Field Reports. These professional services were performed for Architectural systems only: All engineering and design for Structural,Mechanical,and Electrical systems were performed by others under direct contract with the Owner. a Respectfully, , BMA Architectural Group;PC Rolf K.Biggers,'AIA r ` Architect Massachusetts Architect License#7080 12 Middle Street ■ Amherst, New Hampshire 03031 ■ 603 673 1991 www.bmaworld.com Facsimile 603 672 1385 Town of Barnstable Building Department 200 Main Street t BARNSTABLE, * Hyannis, MA 02601 9 MASS �'OrFDMI�"` (508) 862-4038 Certificate of Occupancy Application Number: 201105969 CO Number: 20120069 Parcel ID: 329210001 CO Issue Date: 06128112- Location: 287 IYANNOUGH ROADIRTE 28 Zoning Classification: TRANSPORTATION HUB DISTRICT Proposed Use: MOTELS Village: HYANNIS Gen Contractor: ROBERTS, MICHAEL Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: EXCLUDING BASEMENT CONFERENCE ROOMS. Building Department Signature Oat Signed "1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A Parcel a ""� do Application(PP , 0 �V Health Division & Date Issued Conservation Division Application Fee C S� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address Village AiantiLS Owner I� r<19 (J(l pLC,[ Address Telephone ` 1J D (. Permit Request _( 1 O lrliM aA_ �&Ir t9og_( A� Square feet: 1 st floor: existing v proposed 2nd floor: existing .0 proposed Total new Zoning District TT L71 Flood Plain Groundwater Overlay Project Valuation 410 1 OW — Construction Type m _ Lot Size J Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ 14-Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout VOther Basement Finished Area(sq.ft.)_ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing D new Half: existing r rmew Number of Bedrooms: 114 existing _new r C) Total Room Count (not including baths): existing _ new First Floor..:R©om CourS Heat Type and Fuel: >(Gas ❑ Oil ❑ Electric ❑ Other a Central Air: ❑Yes N0 Fireplaces: Existing New Existing wood/coal stoye: LO(es ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0 existing' fl new size_ Atta0ed garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zonivig Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yels' ❑ No If yes, site plan review# Current Use �) �� Proposed Use APPLICANT INFORMATION / (BUILDER OR HOMEOWNER) Name ��/` �L D�P.�` Telephone Number Address o7�7 %2 S� License # Home Improvement Contractor# v� Jro� Worker's Compensation # � CC 066 96/201� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �17 SIGNATr"'� (226==_ DATE a FOR OFFICIAL USE ONLY 4 APPLICATION# -DATE ISSUED Af. MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION' i 'I FRAME Y INSULATION ' FIREPLACE f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS- '`'" ROUGH --, ," ,, FINAL t FINAL BUILDING r _ -:DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 •' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legribly Name(Business/Organization/Individual): d Address: Zq z City/State/Zip: ) 0266 Phone.#: Au an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors. 6.. Vew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• 0 Demolition working for me in any capacity. employees and have workers' insurance. 9. Building addition [No workers'comp.-insurance comp. required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other . comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the polic and job site information. Insurance Company Name: x hp Policy#or Self-ins. Lic.#: v V(1(J - 0//9�Rt . Expiration Date: Job Site Address: City/State/Zip: nw lk_��1 Attach a copy of the workers'k0fipensation pVicy declaration page(showing the policy number and expiration date): Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one=year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ida here under the pains-and penalties of perjury that the information provided aboh;R_ e and correct Si ature: p^ Date: _ Phone & FOther only. Do not write in this area,to be completed by city or town officiaL i n: Permit/License# hority(circle one): Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington,Massachusetts 01803 (800)876-2765 NCCI NO 40959 POLICY NO. WCC 5000549012011 PRIOR NO. WCC 5000549012010 ITEM 1. The insured Sippewissett Construction Corp Mail Address: 297 North Street Hyannis MA 02601 Street No. Town or City County State Zip Code FEIN xxxxx8656 ❑Individual ❑Partnership ®Corporation [!Joint Venture ❑Association ❑Other Other workplaces not shown above: 2. The policy period is from 12/07/2011 to 12/07/2012 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers.Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of-our liability under Part Two are: Bodily Injury by Accident$ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required.below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 403334 SEE E TENSION OF INFORMATIC N PAGE Minimum premium$ . 500.00 Total Estimated Annual Premium $ 5,398.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 1,422.00 ❑ Annually ❑ Semi Annually El Quarterly ❑ Monthly MA Assessment Chg. $4,909.60 x 5.9000% $290.00 This policy,including all endorsements,is hereby countersigned by l 10/27/2011 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY Miller McCartin STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy MA 9015 14 504 973 Iyannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. WORKERS COMPENSATION AND EMPLOYERS LIA BILITY INSURANCE POLICY WC 99 00 04 ADDITIONAL NAMED INSURED ENDORSEMENT Policy Number: 5000549012011 Policy Change Number: Policy Effective Date: 12/07/2011 to 12/07/201 Insured:,Sippewissett Construction Corp Change Effective Date: 12/07/2011 Company: Associated Employers Insurance Company Carrier Code:40959 It is hereby agreed and understood that the following additional named insureds are added to the Ij r; Bay Point LLC policy: Hard Hat Construction Corp If ` LI _ R {i r �oFSHErgs, Town of Barnstable Regulatory Services BARNS rns[.E. y KAn �u Thomas F. Geiler,Director rEo nr►ac a Building Division Tom Perry,Building Commissioner : 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subjectproperty ' 1 hereby authorize had— TaLk to act on my behalf, in all matters relative to work authorized by this building permit application for. VittV (Addre s of Job) -- l Signature of Owner Date J Print Name Pr�sr Il Va n o.q eouc� _ �) yin y -7�d e tooct flu �- If Property Owner is applying for permit please complete the r Homeowners License Exemption Form on the reverse side. QIORMS:OWNERPERMISSION } TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map G- Parcel b 60) Application # 2G 12 Health Division f4Date Issued 6 ka Conservation Division _ Application Fes �0 Planning Dept. Permit Fee 71 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address M A ®a&o i Village 4ffiffc Owner AMA5TVV Addressl<7-7 i7ley"Jr- Telephone 508- 1 45_q?1n Permit Request r-VI L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed ETotanewC4 Zoning District Flood Plain Groundwater Overlay t A Project Valuation f�� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting ctoEum station. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) =' Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes' ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � Telephone Number _j�" 71�'��v Address ta� E"y►�a �� License # s ._. Home Improvement Contractor ` ��. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT-WILL BE TAKEN TO SIGNATURE DATE -1 FOR OFFICIAL USE ONLY APPLICATION# k DATE ISSUED t MAP/PARCEL NO. - i t ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. � �9tAf��e(ol i��. ��u�j-�q'71 P50-4-[I E;0Mjnvj%W0q&k afMassachusetfS id 0997ce of InvesfigatioKs -600 Washin#to Street Boston,MA 02111 wwW.massgovAUa ' Workers' C9MPMSafion 1nsurAn.ee davit:BuUder ntractors/FIeetdcians/Plumb A licant Informafion � ers Please Print LegffijiF Name(Busmessrorgaai.ion/Indivi, rod); ' . •Address: •. . 2 � • �dr,7-� �� , • • , . City/StEwzip: Are you an employer?Check the appropriate bag: — 1.❑ I am a employer with •4. [] lam a general contractor and I •Type of pi•oj eat(required):; employees(M and/or part_jimel. have hired the sub=contractM 6. ❑New construc�n. , 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. T ❑Remodeling. ship and have no employees These sub-contractors have 8. (�Demolition working for me irr any.caPacitY. Cmployees-and have workers' [No workers' comp.ins* e, comp.insurance.$ 9 g addition required.] t S. [� We are a corporation and its ME]Electdcal repairs or adiyjdons 3.❑ I am a homeowner doing in-work officers have exercised their IL. Pl rriysel£[No workers' comp. right of exemption per 1t�CrL rep r additiahs; rose once required J t c. I52, §1(4), and we have no - 12-0 Roof repam ZZ- r.� employees.[No workers' 13.[]Oar 3 comp,insurance requred.] Any applicant that checks box 91 nest also fiIl out u3e section belmv rho w 4a f Homeowners who submit this aindavit m icaf ng ihey air their workers'compensation policy informafioa doing h work and neen hire outside contractors must snbnat a new af—ridavitindica ng such =� Conhaeia�s that check this box Est aftached an addifianal sheet showing the name of the sub coattacinrs and state whelhe w a thoso entities have employers. If the sub oenhactnrs have eo�loyees,fhey mustprdt fl r worktrs cca�,poHcymmmbcr. I am an employer that is providing workers' rf compensation insurance or information. f m}'employees. Belem is the pvJL7 and job site Insurance Company Name: Policy#or S&ins.Lic.#k Boon Date: .lob Site Address: -4ttach a copy of the workers' compensation policy-deelaration a rho �,��/� P ge'( wing the Pokey number and expiration date). FaffizP to secare coverage as reqaireduader SecUM25A ofMCrl c. 152 canleacl to the " osition of foe tip to$1,500.00 and/or one-year impris CdmineI Penalties of a �f up to$250.00 a der a as well as civJI pemltbm in the foam of a STOP WORK ORDER and a fine y against the violator. Be advised that a copy of this statement maybe forwarded to the Offic avesti Lions of the DU for f SUME„tee coverer e verification. e of der hereby certify under the pains-and penaffies of erjury th a ircfarmadon provided ab, a is trice it correct ;i e: • • Date, • hone#k OJfzci¢£use burry. Do oat write ire-this area, fo be completed!ry city err•town a,�ci¢C _ � City or Town: PermitlLicense# ,Issuing Authority(circle one): -1.$bard of Health 2.Building Department 3. CifylTowa Clerk 4.Electrical inspector S.Plumbing actor 6. Other Inspector Contact Person: Phone#: - i�1a`sachusctts= Department of Public Safct, Board of Buildin.� Rea. Construction Supervisor License'nda ds License: Cs 18226 STUART A BORNSTEIN n 297 NORTH STREET HYANNIS, MA 02601 i Expiration: 10/31/2013 ('umnlissiuner ...... -------------------- - Tr#: 5916 y - - LLJ C , _ J Ul f CD 'cp p. rG „ rP r�s t i adrGr ♦ &��f ` s S THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M A�C(, I DATA P p Rom X SW1456 ��OiddE ` int X SW 1457 � �GdiiE .�lijpp8 f i I fir X SW1458 sp"� i 9 l• vescence X SW145 r'or r den Room -- .... SW14 '• 01 FOA 0o y sa diGdr s� ` ' 6'S and//a�PrPSa dP� 1p3p .. s °ColOa%� Barg P 9> zop 4'/- AFtir ' r 1 �t tti Town of Barnstable Regulatory Services RUMSCASLE. • MASS g Thomas F. Geiler,Director ptFOMptA�O Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 t November 14, 2011 Holly Management 297 North Street Hyannis, MA 02601 To Whom It May Concern: This letter is in regards to the Radisson Hotel located at 287 lyannough Road in Hyannis. In reviewing the file it appears that this Hotel was changed to a Radisson in July of 1996. Respectfully, Thomas Perry, CBO Building Commissioner HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MA 02601 OFFICE OF BUSINESS 508-775-1300 DEAN MELANSON EMERGENCY 9-1-1 DEPUTY CHIEF FAX 508-778-6448 December 12,2011 VIA HAND DELIVERY r _ Mr. Stuart Bornstein r r The Bornstein Companies 297 North Street Hyannis,MA 02601 "} z Re; Hyannis DoubleTree Conversion,287 Iyannough Road. rr Mr. Bornstein, We have reviewed the plans for this renovation and spoken with you and Mr. Roberts on various occasions with regard to the possibility that a sprinkler system may be required to be installed in this property. On December.7,20111 spoke with your construction supervisor Mike Roberts and then with you. We discussed the renovations and additions in progress at the DoubleTree and the determination that I have made that this construction would require sprinkler protection. Since that time we have had discussions and come to an agreement on your compliance with the requirements of Chapter 148, section 26G of Massachusetts General Laws. Below 1 will cover our code review and the final determination/agreement we have reached. Chapter 148,section 26G of Massachusetts General Laws now requires a sprinkler system be installed in any building that has an addition added when the aggregate total square footage of the existing structure and the addition exceeds more than 7,500 square feet. This law exempts residential occupancies from this requirement. We needed to accomplish a code review and consult with various agencies to make our determination as to how the law applied to this hotel. Our review takes into consideration the code review done by the architect (BMA Architectural Group),as well as the past history of the building. We find that the building is a mixed-use occupancy consisting of the following use groups, A-2. Function & meeting rooms,breakfast area,restaurant,bar area. A-3 Fitness area,indoor pool,lobby. B Business offices. M Retail space. R-1 Hotel guest rooms. S-1 Various related storerooms. S-2 Various related storerooms. U Carport. We noted that many of these use groups are not ancillary to the R-1 use group as they are used completely independently,such as the function rooms,gym,and restaurant.We noted that the main corridor serving the first floor guest rooms is also the main transit corridor from the center core business and function areas to the west wing restaurant,and function rooms.We also noted limited separation of the residential and commercial spaces in some areas with the exit corridors having only glass doors as a barrier. Existing protection systems within the building consist of a limited area sprinkler system protecting the entire west wing basement(fitness,pool,function,and storage areas).There is a pre-existing non-conforming standpipe system in some stairwells that consists of a mix of 1.5 inch and 2.5 inch outlets with no occupant hose.There is a complete fire alarm system that monitors the sprinkler system and manages elevator recall. Local smoke detectors are installed in the guest sleeping rooms. Our findings are, - The building is a mixed-use occupancy with various commercial uses as well as a residential R-1 hotel guest room use. - Many of the commercial uses are not ancillary to the R-1 usage. - The additions are being installed in various areas of the commercial usage but contained to the first floor center core area. - The commercial usage areas alone exceed 7,500 square feet in aggregate area before the additions. - Major renovations will also be occurring in some of the commercial areas,specifically the center core assembly rooms and lobby. - The Architect did not list M.G.L. Chap. 148,section 26G in the outline of their codes review. - The owner is upgrading the building wide fire alarm system. - Sufficient water volume and pressure are available as provided by the municipal water company. - The renovations occurring to the first floor restaurant area do not add aggregate square footage to the structure and would not be considered major renovations under the IBC or Mass State Amendments.This commercial space is separate from the center core space and used autonomously. After our-review,we found that M.G.L. Chapter 26G does apply.I spoke with Mr. Roberts regarding this and informed him that an order to'sprinkler protect the commercial areas would be forth coming. Following this discussion a second meeting was held between Mr. Bornstein,Mr.Roberts and Deputy Chief Melanson. We discussed various issues that included potential costs and construction challenges,removing the commercial additions,removing some of the additions,protecting only the center core commercial areas,and appealing the order. Mr. Bornstein contacted his Fire Protection Engineer Maurice Pilette via phone.After hearing the situation,Mr. Pilette explained that this is a conflict of interest situation for him as he is the Vice Chaif of the Sprinkler Appeals Board that would hear and investigate any appeal on this order. He did however,explain the law and appeals processes along with the coming schedule of hearings. We then discussed a potential resolution that would involve sprinkler protecting the center core commercial area as this location is where the additions are to be installed.All parties had additional research to conduct and the meeting concluded with a tentative agreement that we would all investigate this option. On December 8,2011 Mr.Bornstein contacted me via phone and proposed that he would fully sprinkler protect the center core commercial area including the second floor office area.This discussion was followed up by a hand delivered letter(attached) outlining this proposal. My research indicated that this would be an agreement that would be compliant with the intent of M.G.L. Chapter 26G in this mixed use building.I gave Mr. Borstien verbal approval and assured him I would provide him with documentation to memorialize the entire issue—this letter. Below I have provided the final sprinkler order from the Hyannis Fire Department. HyFD - DoubleTree Conversion, 287 Iyannough Road n7_nFr_11 pa„A ') nf 'R r Based.upon our review of the conditions and planned modifications to the structure located at 287 Iyannough Road,Hyannis we find that M.G.L. Chapter 26G does apply. As such,you are ordered to comply with the requirements of this law and fully sprinkler protect all areas of the center core commercial area.This will include the entire vestibule and lobby area,the function rooms,storerooms bathrooms and offices on the first floor.The stairwell landings in Stair 176 shall be protected to the entry doors into the West Wing.The second floor office suite shall be protected.The Building Commissioner of the Town Of Barnstable shall address any dispute regarding the occupancy classification of a given area. You may appeal this order,within 45 days after you receive it,to the to the Automatic Sprinkler Appeals Board as provided in section two hundred and one of chapter six.The board may grant a reasonable waiver from the provisions of this section,or may allow the installation of a reasonable alternative or modified system of automatic sprinklers upon reviewing the characteristics of buildings that have architectural or historical significance.To request an appeal application,or for further information,call the Administrative Assistant at (978) 567-3181.All appeals must be filed within 45 days (calendar days) after receiving service of this notice. All appeals require the submission of the formal application form (8 copies),a copy of the head of the fire department's written determination,a written explanation of relief request,and a$100.00 file fee. Thank-you for all of your efforts and assistance on this project.. Sin9rev, Dean L. ivielanson,Deputy Chief Hyannis Fire Department For: Chief Harold Brunelle Cc. File / T. Perry,Building Commissioner V HyFD - DoubleTree Conversion, 287 Iyannough Road n7-nFr--11 Pana 1 nf '1 HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis,Massachusetts 02601 (508)775-9316 FAX(508)775-6526 December 8, 2011 VIA HAND DELIVERY Deputy Chief Dean L. Melanson Hyannis Fire Department 95 High School Road Hyannis, MA 02601 RE: 287 Iyanough Road,Hyannis Dear Deputy Chief Melanson: . Per our conversation regarding the Radisson conversion to a DoubleTree, we will go forward and sprinkler the lobby completely,the existing conference wing, the new addition,(1,500 square feet) and the 750 square foot 2nd Floor office. It is my understanding that this will satisfy the Fire Department's requirements and let us proceed according to our building plans. Legacy Fire Protection will be doing the work and will submit drawings for your approval hopefully within the next fourteen days: If this is acceptable,would you please confirm that everything is a go with you and the Fire Department. I personally want to thank you for taking the time to work with us in getting this issue resolved. Kindly, Stuart Bornstein (President/Manager Ridgewood Avenue,LLC} PROJEC 1VAME: 6Ywr�� G��.��av, � G�v1,✓ik 5 ADDRESS: -7 � 60 b(Z4 -P�L- PERMIT# PERMIT DATE: I I M/P: -�3ZS LARGE ROLLED PLANS ARE IN: BOX SLOT— Data entered in MAPS program on: BY: j HOLLY SUPPLY 297 NORTH STREET HYANNIS MA 02601 508-775-9316 Fax 508-775-6526 1 June 8, 2012 a Town of Barnstable Building Division 200 Main St. Hyannis, MA 02601 Attn: Thomas Perry RE:2-87-:Iyann uo gh-Rd. Dear Commissioner Perry, We understand.we have infringed on the towns road layout by 1.5 ft. with tree lining. 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'L•86 'p J t1 0 � \ LOCUS MAP 3 SCALE 1"=2000't 'O n ASSESSORS MAP 328 PARCEL 210-002 m i I LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN m 1n ON COMMUNITY PANEL#250001 ODOC DATED PoDGEWOOD AVE L.P. I 8-19-1985 / ZONING SUMMARY % ZONING DISTRICT: 70 MIN. LOT SIZE 30,000 SF I 'MIN. LOT FRONTAGE 100' MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' S14'14' / MAX. BUILDING HEIGHT 40' 0.25' ''t - BUILDING COVERAGE 25% 19 S6 .96. £ SITE IS LOCATED THIN WP WELLHEAD Ig g S6p7 632£ WI_ PROTECTION OVERLAY DISTRICT 33 Shp 3 CpUNry �'RO o *4 D i A O 0 n x PROPOSED(2) m HP SPACES � � m Z A b y ADA COMP AN S667t• 0 v00 < POOL LIFT SEA 3�2 201 E u R' Z OSED . POOL ONG 'm o m C PROPOSED o RESTRtaMs Ct i a p snpG o fo D- r D SITE PLAN cm V)0 X x R I Z D o n Z o O IN j O �a 1 m N D N x EXISTING LANK AREA I S N b Z o PROPOSED POOL EQUIPMENT • O .3 m I 4® HYANNIS, MA C7- O z. m p S• �° I 1 e N PREPARED FOR l�3 r 0 0 O £ u T 1 y m Ap \ a RIDGEWOOD AVE. LP -0 0 `PROPOSED(2) 70STING PAVED PARKING LOT Q o O HP SPACES S DATE: SEPTEMBER 27, 2011 s m 0 Scale:1"=30' 1 oD iI in 0 15 30 45 60 75 FEET a S1J'38'22"W e 7.41' I M U, 3 N� 0 v. N 76'58'20"W IEAMNo 158.84 n vNo rNo 136.00' e. � N76'50'35"W 165.88' D15P.ND RELIABLE FENCE SE PRO.r N - - 196.09' 34.02' F710 9A ENGINE HOUSE RD. I N76'S8'20"W - 1 I HYANNIS,MA 02601-3022 a wn e o 8 � I fax 508 362 9680 I PRIVATE 30'R.O.W.1933(PS 56 PG 1)18'PAVEMENT WIDM WNDOUIST,7MOMAS TR MAP 328 PCL 24 a` & ---_ tlo cape om p WNDOUIST FAMILY TRUST DS 18821 PG 728 $ = - --a'-- EXISTING 30'R.O.W.AND GAS EASEMENT(OB 4792 PG 277) 12 STRATFORD LN —--wx— d wn espe.endi�ee�in�,�/!�. YARMOUTHPORT.MA 02675 -'OM'-----'""'- - I MAP 328 PCL'211 - - +-- C%V%l engineers I THORN Dsrn T land 'surveyors HYANNIS.MA 02601 OB 21954 PG 103 1 939 Mofn Street (Rte 6A) I I I MAP 328 PCL 212 YARMOUTHPORT MA 02675 DB 23121 PG 153 I RAD-POOL.DWG r - •' • Project: ' HYANNIS DOUBLETREE CONVERSION 2871yannough Road H annis,MA 02601 / =✓i-'�/ ^� i�. r�r Yam,--� � �� Project Owner: ,412 The Bornstein Companies 1 297 North Street,H annis,MA 02601 SEMI-RECESSED HAND DRYER a `, G �` � � - %�—' Architect: PROJECTION SHALL NOT EXTEND � /� MORE THAN 4" FROM FACE OF WALL �, � /� A `t. 16'-0" * Architectural Group rH Professional Corporation 8' -0" 8' - 0" ', Architects■Designers■Planners 12 Middle Street Amherst,New Hampshire 03031 TEL 603673191 FAX 6036721385 'i ALL TRIM AND SIDING TO MATCH www.bmaworld.com POOL HOUSE EAST WING FINISHES BMAplansaeco N These plans are copyrighted and are iv an 3680 HM D I �, 3680 HM EAVE AND GABLE DETAILS AND Copyright subject copyright protection as 'architectural work"under Sec.102 of the DOOR, DOOR, Decemberl 90a dk own as amended GALV. _� `" _J PROFILE TO MATCH EAST WING Arc hit 9gpaThe Works protee�on includes Protection / — GALV' 1 2" not limited to the overall form as well as the _ N arrangement and composition of spaces 12" and 3" protection,unauthorizedts of the use se n.of thesecn / (o 3" — plans,work or home represented,can legally result in the cessation of _ HAND DRYER @ construction or buildings being seized t9 I r and/or monetary compensation to BMA 48"A.F.F.TOJ I _ GRAB TOP OF PLATE Architectural Group,P.C. Zo TOP OF UNIT o/0 0BARS @ 1' -0"36"A.F.F. REVISIONS CO 12' 12' o —�o- 9rr / ---- 91r 3 SKA 3 TOP OF PLATE T LL 3' 6" 1- 0" 1'-0" 3' -6" Q J � n- LL BABY CHANGING STATION, - \ a. O MOUNTED @ 48"TO TOP OF UNIT O o F_ O NOT FOR CONSTRUCTION � I— LL ll Job Number: 2852 7280 HM Drawn By: CJL DOOR, Checked By: RKB GALV. / Phase: PUBLIC AREA SUBMITTAL Drawing Title: _ _ TL POOL $' o" $' o" RESTROOM BUILDING POOL RESTROOM PLAN TYPICAL SIDE ELEVATION SHEET NUMBER: 1 — 1/4" = V-0'" S"-3 DATE: 02 April 2012 I I i NOTES: OWNER OF RECORD U 1nJ� 1. CONTRACTOR SHALL BE THORNTON DRIVE LP 297 NORTH STREET RESPONSIBLE FOR CALLING DIGSAFE HYANNIS, MA 02601 (1-g88-344-7233) AND VERIFYING c�a`e THE LOCATION OF ALL MAP 328 PCL 210-2 OCUS eT�G UNDERGROUND & OVERHEAD DB 9605 PG 15 EYa UTILITIES PRIOR TO COMMENCEMENT 1- Ex of woRK. REFERENCES V/ / PLANTITNGNG BED r 2. EXISTING SUBSURFACE DRAINAGE 7 =a�/ O LIGHT STRUCTURES TO BE RELOCATED AS DB 9605 PG 15 POLE REQUIRED. PB 43 PG 117,PB 181 PG 141,PB 257 PG 55 / �I 40 /� 3. PROVIDE POSITIVE DRAINAGE PB 266 PG 70,PB 564 PG 28,LCP AWAY FROM POOL IN ALL 15617E ctr -y DIRECTIONS. r oat p,I c S ` LOCUS MAP 2 -� (RELRARD`UIRAAMkA'� ��h 0 SCALE 1'=2000't . 6y �1( r\�lV( ,� - �q ASSESSORS MAP 328 PARCEL 210-2 �)- 9 LOCUS IS WITHIN FEMA FLOOD ZONE C G'- \'�� •� ��\�) 'O4op'ROA AS SHOWN ON COMMUNITY PANEL 00 , "� N 250001 OOOC DATED 8-19-1985 o '*'� PROPOSED ZONING SUMMARY o / S �,r. O �R A'C POST LIGHT ZONING DISTRICT: TO TRANSPORTATION.HUB DISTRICT PROPOSED a �Tr< ADA CoMPUANT '�//��, MIN. LO s T SIZE 30,000 SF o / Pool uFr SEAT �,c � ry L 1N M1DpLE MIN. LOT FRONTAGE 100' MIN. FRONT SETBACK 20' L/g2bE L-�- MIN. SIDE SETBACK 10' MEE"izi Ru- y �o•° EA Ak SP MIN. REAR SETBACK 0' p�A.y�� ' .�k Q�� N°a• T MAX. BUILDING HEIGHT 40. y� tr f. J�s.°L)!NO / ,� of bN �ucH 7 W" \y ` 1 ° `ck yN po BUILDING COVERAGE 257 �' kOPOSED1 -� °o SITE IS LOCATED WITHIN WP WELLHEAD r��. P "� .4 q(�, PROTECTION OVERLAY DISTRICT - >��asEP ir�`cZosm PGsmDN '� �,� ' �� .. ., � i ��' r�� • .< �? -.,T "�. ppoRa Wpm S ( Yf FxlsnNc eNd` LAvm( 7 CONCRE7E WALK PRO PpyED SEWER(INR S o`Og 2 \i t'ROPOSEO P BED / Q�pQ� LAN77N C 0 �yr� �/� .� " .�� a G LIGHT PROPOSED PLAry77NG g`k 'Y' ' ✓ '�S ;`�` a POLE X" y. PROPOSED POOL w , 0J G IA A A. j Sj iy (IIV H � OJALA V +� PLAN OF LAND "°40960 N.4£502 9 x I IN W N �• 5�f6�Zol�— I �w HYANNIS, MA off 508-362-9541 1'[�A�/fax 505-362-9880 PREPARED FOR ( 1 dowrtcape.corn p down cape engineering,inc. RIDGEWOOD AVENUE LP civil engineers Scale:1"=10' land surveyors 939 Main Street (Rte 6A) DATE: MAY 16, 2012 YARMourHPoRr MA 02675 0 5 10 15 20 25 FEET 01-010 BASE2.DWG J 0 �0 `n5`0b\P`Q�` �o U, OGUS OWNER OF RECORD THORNTON DRIVE LP �g 297 NORTH STREET HYANNIS, MA 02601 MAP 328 PCL 210-2 tf et St t. DB 9605 PG 15 gtle°s °ft 5 UCHT OPOLE REFERENCES �+ pp� DB 9605 PG 15 LOCUS MA P AP PS 43 PG 117,PB 181 PG 141,PB SCALE 1 2000't PB 266 PG 70,PB 564 PG 28,LCP ASSESSORS MAP 328 PARCEL 210-2 15617B LOCUS IS WITHIN FEMA FLOOD ZONE C COMMUNITYAS SHOWN ON P #250001O OC DATED B-19P1 L KIN 985 ••'' j- -P/1 Trl a mho ZONING SUMMARY J ZONING DISTRICT: TO TRANSPORTATION HUB DISTRICT N MIN. LOT SIZE 30 SF MIN. LOT FRONTAGE 100, p MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' MAX. BUILDING HEIGHT 40' BUILDING COVERAGE 25% R�� ,Rpppp siy�y+�Fp SITE IS LOCATED WITHIN WP WELLHEAD 3� ao�y�H PROTECTION OVERLAY DISTRICT • q so p <a ' POLE \ Yi CONCEPT POOL SKETCH PLAIN OF LAND IN rY LAWN HYAiVYV15� IVIA i - PREPARED FOR - (I LIGHT ° RIDGEWOOD AVENUE LP - POLE /, O DATE: OCTOBER 20, 2011 I off 5G8-362-4541 fox 508-362.9880 downccpe.com m NOTE: d,wn cape engineering,ins. SWIMMING POOL DESIGN TO BE civll engineers COMPLETED ON A DESIGN/BUILD land surveyors BASIS. Scale:l"=10' gig Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 0 5 10 15 20 25 FEET 01-010 6ASE2.DWG TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t_ Parcel J/0 ,-) Application # (�� (,oq Date Issued Ith Division Application Fee servation Division \ a J Z1 0 nning Dept. Permit Fee ' O '- e Definitive Plan Approved by Planning Board Q L j. toric - OKH _ Preservation Hyannis fit �-Ido6 e ject Street Address �� _ ;o age �,Y N1 ` � � tom°:✓%' ner �G��y2�c1 Ltd i /� (� Address_ � �7 1-2 00 rmit Request gin.ve,"' 7 ] G /L.Gi+� IJEL An is mg proposed 2nd floor: existing proposed Total new � lQ -To 6w-e, �- ning District Flood Plain Groundwater Overlay roject Valuation Construction Type t Size Grandfathered: ❑'Yes ❑ No If yes, attach supporting documentation. I�SQ welling Type: Single Family ❑ Two Family El Multi-Family (# units) v vv ✓ / u. go of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No asement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other CID asement Finished Area (sq.ft.) Basement Unfinished Area (sq.-t) umber of Baths: Full: existing _ new Half: existing new umber of Bedrooms: existing new otal Room Count (not including baths): existing new First Floor Room Count eat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other central Air: ❑Yes �o Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes ❑ No ; Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ r• ttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: ; oning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 6- Commercial Yes ® No If yes, site plan review # j � Current Use L- Proposed Use APPLICANT INFORMATION (BUILDER OIL HOMEOWNER) Name ��/i� �� , d c''� S Telephone Number y 11 ' 2W2- Address 2 1� Z rr �� License # 5-3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUC ION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO- �c IV SIGNA RE - DATE 6U � i F yam c 4 a , 5 »a'ram V�C a s r r� '.7 °�"� .''•T•,n y�s.Y.�, �"�"'`.rr� 1FX.'/�^. ..,,�L 'P� ,,,.1""';`' .,+."ram•-.. y f �� "`�^�•�pTl A _ t " Au .: ,�. -- w ,. •� x , W b : ' ? .,.� _:;�.. ..... ,..�: t -fi: - •..,,.„...,,.t.",mw tidy - , ME- % ,-F ''..Sy. ,&.; '"i�'".ic•.�:.;,v a` .... �`•ad-.� ,•!+y "}'.-`.s... 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S n,•n�.,•'iS ..,+t?a:.. 4 'R � '�4.�A ..,y..¢y ,r,...... ,.;..y , , } r'w STRUCTURAL GMERAL NOTES _ OASTAL 42'-0' 4'-10' - 1. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION FOR SEMI-PUBLIC SWIMMING POOLS AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. ABSENCE OF SPECIFIC �jj�� 1'-0" 40'-0 INSIDE POOL LENGTH 1'-0" _ - ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE NGINEERI G REQUIREMENTS. 8'-10" 2. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS 01'fl� l INC 7'-0' FOR MATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN APPENDIX OF THE MIN. 2'-0"i 0 8'-0" 260 Cranberry Hwy.Orleans,MA 02653 MASSACHUSETTS STATE BUILDING CODE. S-100 3. CEC IS NOT RESPONSIBLE FOR SPECIFIC ITEMS SUCH AS WALKWAYS, STEPS AND LADDERS, BARRIERS, 508.255.6511 Fax:508.255.6700 ENCLOSURES, ACCESSORIES, AND MECHANICAL EQUIPMENT THAT PERTAIN TO THE SWIMMING POOL. r 4. POOL CONSTRUCTION SHALL COMPLY WITH 105 CMR 435.00 "MINIMUM STANDARDS FOR SWIMMING POOLS — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — I (STATE SANITARY CODE: CHAPTER 5)." E I r I I 5. ALL RETAINING WALLS AND ADJACENT STRUCTURES WHICH SURROUND THE POOL AREA SHALL BE DESIGNED AND CONSTRUCTION VERIFIED BY A MASSACHUSETTS LICENSED ENGINEER FOR APPROVAL. IN NO CASE SHALL ANY S-100 I I I SURROUNDING STRUCTURE OR RETAINING WALL YIELD TO THE EFFECT OF RESULTING OR IMPOSING LATERAL OR VERTICAL FORCES UPON THE POOL STRUCTURE. 6. IN NO CASE SHALL VEHICULAR WHEEL LOADS OR ANY OTHER LOAD EXCEEDING 100 PSF PEDESTRIAN LOADING 1 I I I I I I 4'-7" BE APPLIED TO SURROUNDING GRADE OR WALK AREAS WITHIN A TEN (10) FOOT PERIMETER OF THE POOL. I I L — — — — 7. PROVIDE 2'-0" X 2'-0" CORNER BARS AT EACH CORNER TO LAP WITH ALL HORIZONTAL REINFORCING. SIZE AND SPACING OF BARS TO MATCH PRIMARY REINFORCEMENT. o w o C I I I I o 01. CONTRACTOR IS SOLELY RESPONSIBLE TO ENSURE THAT ALL SUB-BASE SOIL MATERIALS COMPLY WITH THE 1 CHARACTERISTICS AND COMPACTION TO ACHIEVE A SAFE SOIL BEARING PRESSURE EQUAL TO 4,000 PSF. N ih $-1UU I I I t0 00 N to I I I CONTRACTOR SHALL SECURE THE SERVICES OF A LICENSED GEOTECHNICAL ENGINEER TO VERIFY AND REPORT ON I _ _ _ ( I SUB-BASE SOIL TYPES, ACCEPTABILITY, BACKFILLING AND COMPACTION. 2. ALL POOLS ARE TO BE PLACED ON NATURAL UNDISTURBED MATERIAL OR COMPACTED GRANULAR FILL. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION, LOAM AND ORGANIC MATERIAL. a I I I I 3. DO NOT PLACE BACKFILL AGAINST POOL WALLS UNTIL ALL WALLS HAVE OBTAINED 7 DAY CURE STRENGTH. I I I I 4. ALL POOL FLOORS SHALL BE PLACED ON A 1'-6" LAYER OF CRUSHED STONE COMPACTED TO 95% STANDARD PROCTOR DENSITY EQUIVALENT WHERE EXPANSIVE SOILS ARE ENCOUNTERED. GEOTECHNICAL ENGINEER SHALL '00I I VERIFY AND REPORT. 5. POOL FLOORS SHALL BEAR ON NATURAL UNDISTURBED ACCEPTABLE SOIL OR ON CONTROLLED COMPACTED FILL REMOVE EXISTING FILL MATERIAL WHERE NECESSARY AND REPLACE WITH CLEAN GRANULAR FILL COMPACTED IN 6"-8" LAYERS TO OBTAIN 95% MODIFIED PROCTOR DENSITY AT THE OPTIMUM MOISTURE CONTENT. NOTE: SPECIFIED REINFORCING STEEL — — — — — — — — — — — — — — — — — — (#3 AT 6" O.C. E.W.) IS REQUIRED AT EACH I- - - -_ _ - - - - — — — — — — — — — —— — — - BARS AS STAIR SPECIFIEDINCLUDE CORNER SHOTCRErE 1.SHOTCRETE MIXTURE, FORM-WORK, DELIVERY, PLACEMENT AND REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 506.2 (LATEST EDITION), UNLESS OTHERWISE NOTED. 8'-0" 2. CONCRETE MATERIALS SHALL BE: ASTM C TYPE 1 PORTLAND CEMENT. SAND AND GRAVEL AGGREGATES SHALL PT AUTO-SKIM,'EACH BE NORMAL WEIGHT AND CONFORM TO ASTM C33 STANDARDS. AGGREGATE NOT MEETING ASTM C33 STANDARDS SIDE, BY POOL MANF. MAY BE USED PROVIDED PRE CONSTRUCTION TESTS DEMONSTRATE THE SHOTCRETE CAN MEET SPECIFIED w REQUIREMENTS. ALL CONCRETE SHALL BE AIR-ENTRAINED. CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS, A EXTEND SPECIFIED REINFORCING TO PROPER SWIMMING POOL PLAN VIEW SHALL BE IN ACCORDANCE WITH ACI 318 AS FOLLOWS: LENGTH AND SPACING AROUND ENTIRE SKIMMER WELL (SIZED PER SKIMMER REQUIREMENTS). USE #3 SCALE: 1/4"=1'-0" ALL CONCRETE WORK - 7,500 PSI (28 DAY COMPRESSIVE STRENGTH). CORNER BARS AT ALL 4 WELL CORNERS, TYP. 3. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE ADDITIONAL #3 ® 12" O.C. VERT. BARS. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE. z STAY 18' BELOW TOP OF BOND BM. 4. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE SEAL (3)-#4 CONT. NOSING DOWN THE COVE & LAP 1'-8" MIN. NOTED. BARS SHALL BE CLEAN AND FULLY FREE OF ANY RUST. RUSTED BARS SHALL BE IMMEDIATELY REJECTED. BARS EQUALLY SPACED INTO FLOOR AREA. RESULTANT (TYP-) REINFORCEMENT IS #3 AT 6" O.C. E.W. 5. ALL SHOTCRETE WORK SHALL BE PERFORMED BY TRAINED ACI CERTIFIED APPLICATORS WITH A MINIMUM OF (5) S JOHN ��yf YEARS RELATED APPLICATION EXPERIENCE IN DRY-PROCESS SHOTCRETING. ALL WORK SHALL BE PERFORMED TO A. FULLY COMPLY WITH THE FOLLOWING: o �A #4 DWL. 0 12" O.C. TYP. #3 12" O.C. E.W. ACI 506 R "GUIDE TO SHOTCRETE" 0.33 6' THROUGH OUT ENTIRE 10'-0" MIN. POOL WALLS 10'-0" MIN. » TF sTe 20" (TYp) ACI 506.2 SPECIFICATIONS FOR SHOTCRETE sS�oNA� 1'-0" 1'-0" ACI C660 "SHOTCRETE NOZZLEMAN CERTIFICATION" 1�. V-0"MIN. 4" PERIMETER A B PERIIwiE11J2 SLOPE G;' SLOPE WALKWAY S-100 S-100 WALKWAY " a, a, Y4" PER FT. Y4 PER FT. v� .-� PROVIDE ANON-SLIP PROVIDE A NON-SUP DECK SUFRACE DECK SUFRACE ;� ;,� MAX. BACKFlLL HEIGHT n Q`� 0 MAX. BACKFILL HEIGHT ' SPECIFIED COMPACTED " H SUB-BASE (REFER TO NOTES) �0/� I� ■n■ v 1 #3 ® 12" O.C. E.W. �I THROUGH OUT ENTIRE ADDITIONAL #3 X 5'-0" LONG EACH NOTE: REINFORCING STEEL SHALL BE PLACED SECTION rA SECTION rB Q POOL FLOOR WAY AT FLOOR TRANSITION POINT. MID-DEPTH OF 8" CONCRETE SECTIONS (TYP.) „_ „_ „ PLACE 2" FROM TOP OF SLAB. SCALE: 1/4 -1 0 _100 SCALE:1/4 -i 0 _100 TRANSVERSE BARS TO BE FULL WIDTH OF POOL ^0 PROVIDE DEPTH MARKS AT EVERY 1'-0' INSIDE WALL AND COVE SECTION E SCALE:114"=1'-0" -100 0 0 42'-0" PROVIDE HANDRAIL AT H 1'_0» 40'-0" INSIDE POOL LENGTH 1'-0" EACH SIDE OF STAIR 22'-0" H 8'-6" 3'-0' 8'-6" 1'-0" 20'-0'i INSIDE P00 I WIDTH' 1'-0' V PROVIDE (1) 24" LADDER WJ (4) STEPS x rn 6'-0 o E-F 0 F+ 'CIO W W M 7• tp a a 1 0 " o " 1 Z "'J I I a N 8 THICK'' _ I 1 -M SHOTCRETE WALLS ,�� `� ' `n SLOPE - - - ---I I I- - - - - - I SCALE I io (TYP.) m 1" PER FT. t°o ( I AS NOTED I DESIGN BY U A 12" / JAB 3 -v2" - - - - - - - - 8" THICK _ DATE c SHOTCRETE FLOOR AT STAIRS, USE #3 NOSING BARS AT EACH TRANSITION POINT (�') STEP. PROVIDE #3 AT 6" O.C. REINFORCING `o BARS, EACH WAY (HORIZONTAL & VERTICAL) DRAWN BY _J 1'-4" 7'-6' 11'-10" 18'-0" 1'-4" WITHIN STAIRCASE CONCRETE. MAINTAIN 1X- APC N CONCRETE COVER OVER BARS, (TYPICAL) CHECKED BY w JAB 3 HYORosTATIc RELIEF VALVE FOUNDATION SECTION -FRONT VIEWrD Mi INSTALL PER MANUFACTURER'S SCALE: 114"=1'-0" SPECIFICATIONSS � 100 -1 OO U c U FOUNDATION SECTION - SIDE VIEWK'c "ISSUED FOR CONSTRUCTION" w 1 OF 1 SHEETS f a SCALE:1/4"=1'-0" -100 f• q PROJECT:NO. w C17662.00