Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0230 OCEAN STREET (7)
t, f Limited Hazardous Building Materials Inspection Report Hy-Line Cruises Ferry Terminal 220 & 230 Ocean Street Hyannis, Massachusetts Brown Lindquist Fenuccio & Raber Architects, Inc. Yarmouth Port, Massachusetts August 2019 FUSS &ONEILL. Fuss & O'Neill,Inc. 108 Myrtle Street,Suite 502 Quincy,MA 02171 _ Project No.20190859.A10 (T.4t FUSS&O'NEILL. August 30,2019 Mr.Tim Sawyer Senior Associate/Project Manager Brown Lindquist Fenuccio&Raber Architects,Inc. 203 Willow Street,Suite A Yarmouth Port,MA 02675 RE: Limited Hazardous Building Materials Inspection Hy-Line Cruises Ferry Terminal Improvements 220 &230 Ocean Street,Hyannis,MA Fuss&O'Neill Project No. 20190859.A10 Dear Mr. Sawyer. Enclosed is the limited hazardous building materials inspection summary report for the inspection conducted at the Hy-Line Cruises Ferry Terminals located at 220&230 Ocean Street in Hyannis, Massachusetts. On August 13,2019,Fuss&O'Neill state-certified Asbestos Inspectors performed a limited asbestos inspection,a lead-based paint screening,and a fluorescent light ballast and mercury- containing equipment inventory prior to proposed renovation acitivities. The information summarized in this report is solely for the abovementioned materials only. The work was performed in accordance with our written scope of services dated July 8,2019. If you should have any questions regarding the contents of the enclosed report,please do not hesitate to contact meat 617-282-4675,extension 4703. Thank you for this opportunity to have 108 Myrtle Street served your environmental needs. Suite 502 Quincy,MA Since , 02171 t 617.282.4675 800.286.2469 f 617.481.5885 Robert C. Mallett Environmental Analyst www.fando.com RCM/rs California Connecticut Enclosure Maine Massachusetts New Hampshire Rhode Island \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx Vermont 4 FUSS.&O'NEILL Table of Contents Limited Hazardous Building Materials Inspection Report Hy-Line Cruises Ferry Terminals Brown Lindquist Fenuccio & Raber Architects, Inc. 1 Introduction ............................................................................................................1 1.1 Scope of Work.......................................................................................................1 2 Limited Asbestos Inspection.................................................................................1 2.1 Methodology..........................................................................................................1 2.2 Results...................................................................................................................3 2.3 Conclusions and Recommendations.....................................................................3 3 Lead-Based Paint Screening .................................................................................4 3.1 Methodology..........................................................................................................4 3.2 XRF Screening Results..........................................................................................4 3.3 Discussion.............................................................................................................5 3.4 Conclusions and Recommendations.....................................................................5 4 Fluorescent Light Ballasts and Mercury-Containing Equipment........................5 4.1 Fluorescent Light Ballasts.....................................................................................5 4.2 Mercury-Containing Equipment...........................................................................6 4.3 Results...................................................................................................................6 4.4 Conclusions and Recommendations.....................................................................7 Tables End of Report 1. Suspect Asbestos-Containing Materials Laboratory Analytical Data Summary Appendices End of Report APPENDIX A LIMITATIONS APPENDIX B FUSS&O'NEILL ASBESTOS INSPECTOR STATE CERTIFICATIONS& EPA ACCREDITATIONS APPENDIX C ASBESTOS LABORATORY ANALYTICAL REPORTS& CHAIN-OF- CUSTODY FORM APPENDIX D XRF LEAD-BASED PAINT SCREENING FIELD DATA SHEET \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docs i OpFUSS&O'NEILL 1 Introduction On August 13,2019,Fuss&O'Neill,Inc. (Fuss&O'Neill)representatives,Mr.Robert Mallett and Ms.Heidi Keller,performed a limited hazardous building materials inspection prior to proposed renovation activities at the Hy-Line Cruises Ferry Terminal located at 220&230 Ocean Street in Hyannis,Massachusetts (the"Sites"). 1.1 Scope of Work The work was performed for Brown Lindquist Fenuccio&Raber Architects,Inc. (the"Client")in accordance with our written scope of services dated July 8,2019. This report is subject to the limitations presented in Appendix A. The scope of work included the following: • Limited Asbestos-Containing Materials (ACM)Inspection; • Lead-Based Paint(LBP) Screening;and • Fluorescent Light Ballast and Mercury-Containing Equipment Inventory. Intrusive or destructive investigative techniques were not performed at the Site to access and to observe concealed or inaccessible areas that may contain suspect ACM (per Client's request). Fuss&O'Neill did not conduct subsurface investigations to identify concealed suspect materials throughout the subject property. We excluded collection and analysis of suspect materials for polychlorinated biphenyls (PCBs) during this inspection because of the building's age (post 1980). 2 Limited Asbestos Inspection A property owner or operator must ensure that a thorough asbestos inspection is performed prior to possible -disturbance o.f.suspect ACM during renovation.or.demolition activities. This is.a requirement of the United States Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP) regulation located at Title 40 CFR,Part 61,Subpart M. On August 13,2019,Ms. Keller and Mr.Mallett of Fuss& O'Neill conducted the limited inspection of visible and accessible areas. Ms.Keller and Mr.Mallett are both Commonwealth of Massachusetts Department of Labor Standards (MADLS)-certified Asbestos Inspectors. Refer to Appendix B for copies of each Asbestos Inspector's state certification and EPA accreditation. 2.1 Methodology The inspection was conducted by visually inspecting for suspect ACM and touching each of the suspect ACM. The suspect ACM were grouped into three EPA NESHAP categories: Friable;Category I Non-Friable,and Category II Non-Friable. • Friable is defined as material that contains greater than one percent (> 1%) asbestos that,when dry, ` can be crumbled,pulverized,or reduced to powder by hand pressure. \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 1 OpFUSS&O'NEILL • Category I Non-Friable refers to material that contains > 1%asbestos (i.e.,packings,gaskets,resilient floor coverings,and asphalt roofing products) that when dry cannot be crumbled,pulverized,or reduced to powder by hand pressure. • Category II Non-Friable refers to any non-friable material excluding Category I materials that contain > 1%asbestos that when dry cannot be crumbled,pulverized,or reduced to powder by hand pressure. The suspect ACM were also categorized into their applications including:Thermal System Insulation (TSI), Surfacing ACM,and Miscellaneous ACM. TSI includes those materials used to prevent heat loss/gain or water condensation on mechanical systems. Examples of TSI include,but are not limited to,pipe insulation,boiler insulation,duct insulation,mudded pipe fitting insulation,etc. Surfacing ACM includes those ACM that are sprayed-on,troweled-on,or otherwise applied to an existing surface. Surfacing ACM is commonly used for fireproofing,decorative, and acoustical applications. Miscellaneous ACM include those not listed as TSI or Surfacing ACM,such as sheet flooring, floor tiles,ceiling tiles,caulking,mastics,construction adhesives,etc. The EPA recommends collecting suspect ACM samples in a manner sufficient to determine asbestos content, and separating suspect ACM into homogenous material types (similar in color,texture,and date of application). The EPA NESHAP regulation does not specifically identify a minimum number of samples to be collected for each homogeneous material,but the NESHAP regulation does recommend the use of sampling protocols included in EPA Title 40 CFR,Part 763,Subpart E: Asbestos Hazard Emergency Response Act(AHERA). The EPA AHERA regulation requires a specific number of samples be collected based on the material type and quantity present. This regulation includes the following protocol: 1. Surfacing Materials (e.g.,plaster,spray-applied fireproofing,etc.) shall be collected in a randomly- distributed manner representing each homogenous area based on the overall quantity as follows: a. At least three (3)bulk samples collected from each homogenous area that is less than or equal to 1,000 square feet. b. At least five (5) bulk samples collected from each homogenous area that is greater than 1,000 square feet but less than or equal to 5,000 square feet C. At least seven (7)bulk samples collected from each homogenous area that is greater than 5,000 square feet. 2. Thermal System Insulation(e.g.,pipe insulation,tank insulation,etc.) shall be collected in a randomly- distributed manner representing each homogenous area. At least three (3)bulk samples shall be collected of each homogenous material type. Also,at least one(1)bulk sample of any patching material applied to TSI,presuming the patched area is less than six linear or square feet,shall be collected. 3. Miscellaneous Materials(e.g.,floor tile,mastic,cement board,caulking,glazing,etc.) should have at least two (2) bulk samples collected of each homogenous material type. Sample collection shall be conducted in a manner sufficient to determine the asbestos content of the homogenous material type as determined by the inspector. \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 2 4 Op FUSS&O'NEILL Suspect ACM samples were collected,and proper chain-of-custody forms were prepared for transmission of collected samples to EMSL Analytical, Inc. (EMSL), for analysis. EMSL is a Commonwealth of Massachusetts-licensed and American Industrial Hygiene Association(AIHA)-accredited Asbestos Analytical Laboratory. Initial asbestos sample analysis was conducted using the EPA Interim Method for the Determination of Asbestos in Bulk Building Materials (EPA/600/R-93/116)via Polarized Light Microscopy with-Dispersion Staining(PLZM/DS). The EPA recommends that non-friable,organically-bound (NOB) materials (e.g.,asphaltic-based materials, adhesives,caulking,etc.) undergo further confirmatory analysis utilizing Transmission Electron Microscopy (TEM). Three of the collected NOB samples were analyzed by TEM. 2.2 Results The EPA,the Occupational Safety and Health Administration (OSHA),and the MADLS define a material that contains > 1%asbestos (by PLM/DS analysis)) as an ACM. The Massachusetts Department of Environmental Protection (MassDEP) further defines ACM as materials containing greater than or equal to (>_) 1%asbestos. MassDEP also defines an asbestos-containing waste material.(ACWM) as: • ACM removed during renovation or demolition activities; • Materials contaminated by an ACM during renovation or demolition activities;or • ACM on and/or in facility components that are inoperable or have been taken out of service. The MassDEP further defines waste material containing any amount of asbestos as an ACWM,which must be managed and disposed of as such. Materials that are identified as"none detected" are specified as not containing asbestos. Utilizing the EPA,OSHA,MADLS,and MassDEP protocols and criteria,none of the sampled materials were determined to be ACM or ACWM: Refer to Table 1,attached hereto,for the complete list of non-ACM identified by sample identification, material type,sample location,and asbestos content as part of this inspection. Refer to Appendix C for the asbestos laboratory analytical reports and chain-of-custody form. 2.3 Conclusions and Recommendations Based on visual observations, sample collection,and laboratory analysis,ACM/ACWM were not identified at the Site. If suspect materials are encountered during renovation activities that are not identified in this report as being non-ACM,they shall be assumed to be ACM until laboratory analysis indicates otherwise. \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 3 FUSS&'ONNEILL 3 Lead-Based Paint Screening On August 13,2019,Mr.Mallett and Ms.Keller of Fuss&O'Neill performed a LBP screening associated with painted building components at the Site that may be disturbed during renovation activities. Fuss&O'Neill used an X-ray fluorescence (XRF) spectrum analyzer to perform the LBP screening. The screening was conducted in accordance with generally-accepted industry standards for non-residential(i.e.,not child- occupied) buildings. 3.1 Methodology A Radiation Monitoring Device Model LPA-1 (Serial Number 1395)was utilized for the LBP screening. The instrument was calibrated according to the manufacturer's Performance Characteristic Sheet (PCS)prior to each use. For the purpose of this LBP screening,representative,coated building components were tested for LBP. Individual repainting efforts are not always discernable in such a limited program. LBP issues involving properties that are not residential are only regulated to a limited degree for worker protection relating to LBP- disturbing work activities and waste disposal. Worker protection is regulated by OSHA regulations,as well as MADLS regulations. These regulations include air monitoring of workers to determine exposure levels when disturbing lead-containing paint. A LBP screening cannot determine a safe level of lead,but is intended to provide guidance for implementing industry standards for lead in paint at identified locations. Contractors may better determine worker exposure to airborne lead by understanding the different concentrations of LBP on representative components and surfaces. Air monitoring can then be performed during activities that disturb paint on representative surfaces. The EPA Resource Conservation and Recovery Act(RCRA) and MassDEP regulate lead-containing waste disposal. If lead is determined to be present,representative composite samples of the anticipated waste stream must be collected and analyzed using the Toxicity Characteristic Leaching Procedure(TCLP). The results are compared to a threshold value of 5.0 milligrams per liter(mg/L). If TCLP sample analytical results exceed this value,the waste is characterized as hazardous lead waste. If the result is below the threshold value,the waste material is not considered hazardous and may be disposed as construction and demolition debris. A level of paint exceeding 1.0 milligram of lead per square centimeter(mg/cm2) of surface area is considered toxic or dangerous by EPA and the Massachusetts Department of Public Health(MADPH) child-occupied residential standards. For the purpose of this screening,the level of 1.0 mg/cm2 has been utilized as a guide to segregate coated building materials from general demolition debris for disposal purposes. 3.2 XRF Screening Results The LBP screening indicated consistent painting trends associated with representative building components that may be impacted by potential renovation activities. None of the screened building components were determined to contain levels of lead>_ 1.0 mg/cm2: Refer to Appendix D for the XRF lead-based paint screening field data sheets. \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 4 OpFUSS&O'NEILL 3.3 Discussion OSHA published a Lead in Construction Standard (OSHA Lead Standard)Title 29 CFR,Part 1926.62 in May of 1993. This Standard sets no limit for the content of lead in paint below which the OSHA standards do not apply. The OSHA Lead Standards are task-based and are also based on airborne exposures and blood lead levels. The results of this LBP screening are intended to provide guidance to contractors for occupational lead exposure controls. Building components coated with lead levels above industry standards may cause exposures to lead above OSHA standards during proposed demolition/renovation activities. The results of this screening are also intended to provide insight into waste disposal requirements,in accordance with EPA RCRA regulations. At the Client's request,a TCLP sample to characterize the expected waste that may result from possible selective demolition/renovation activities was not collected as part of this inspection. 3.4 Conclusions and Recommendations Based on our LBP screening results,LBP was not identified on coated building components located at the Site. Contractors must be made aware that OSHA has not established a level of lead in a material below which OSHA Title 29 CFR,Part 1926.62 does not apply. Contractors shall comply with exposure assessment criteria, interim worker protection,and other requirements of the regulation as necessary to protect workers during any renovation and/or demolition activities that will impact LBP. The building is not considered a"child-occupied facility"and therefore,it is not subject to lead safe renovation requirements. 4 Fluorescent Light Ballasts and Mercury-Containing Equipment 4.1 Fluorescent Light Ballasts Fluorescent light ballasts manufactured prior to 1979 may contain capacitors that contain PCBs. Light ballasts installed as late as 1985 may contain PCB capacitors. Fluorescent.light ballasts that.are not labeled as "No PCBs" must be assumed to contain PCBs unless proven otherwise by quantitative analysis. Capacitors in fluorescent light ballasts labeled as non-PCB-containing may contain diethylhexyl_phthalate(DEHP). DEHP was the primary substitute to replace PCBs for small capacitors in fluorescent lighting ballasts in use until 1991. DEHP is a toxic substance,a suspected carcinogen,and is listed under RCRA and the Superfund Law as a hazardous waste. Therefore,Superfund liability exists for landfilling both PCB-and DEHP-containing light ballasts. These listed materials are considered hazardous waste under RCRA and require special handling and disposal considerations. \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 5 OPFUSS&OWEILL 4.2 Mercury-Containing Equipment Fluorescent lamps/tubes are presumed to contain mercury vapor,which is a hazardous substance to both human health and the environment. Thermostatic controls and electrical switch gear may contain a vial or bulb of liquid mercury associated with the control. Mercury-containing equipment is regulated for proper disposal by EPA RCRA regulations. 4.3 Results On August 13,2019,Mr.Mallett and Ms.Keller of Fuss& O'Neill performed a visual inspection of representative fluorescent light fixtures in-place to identify possible PCB-containing ballasts in the building. The inspection involved visually inspecting labels on representative light ballasts to identify manufacture dates and labels indicating"No PCBs". Ballasts manufactured after 1991 were not listed as PCB-or DEHP- containing ballasts and were not quantified for disposal. An in-place inventory of the fluorescent lamps/tubes and other mercury-containing equipment was completed concurrently. During this inspection,40 DEHP-containing fluorescent light ballasts and 80 four-foot,mercury-containing light tubes were identified in the building located at 220 Ocean Street.Additionally,20 DEHP-containing fluorescent light ballasts and 40 four-foot,mercury-containing light tubes were identified in the building located at 230 Ocean Street. I ail \\private\dfs\ProjectData\P2019\0859\AIO\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 6 OpFUSS&O'NEILL 4.4 Conclusions and Recommendations DEHP-containing fluorescent light ballasts and mercury-containing equipment were identified in the building during this inspection. Fluorescent light ballasts marked as"No PCBs"with date labels indicating manufacture prior to 1991 are presumed to contain DEHP. DEHP-containing ballasts must be segregated for proper packaging, transporting,and disposal as non-PCB hazardous waste. Note that disposal requirements for DEHP- containing ballasts are slightly varied,and disposal costs are slightly less,when compared to PCB-containing light ballasts. Accordingto the EPA mercury-containing equipment is characterized as a hazardous waste and mercury n' g lamps/tubes are characterized as a Universal Waste. The mercury-containing equipment and fluorescent lamps/tubes identified in the proposed renovation areas must be recycled,reclaimed,or disposed as hazardous waste or Universal Waste prior to disturbance. This report is not intended to be utilized as a bidding or a project specification document. This report is designed to aid the Client in locating hazardous building materials. Report prepared by Environmental Analyst,Heidi Keller. Reviewe by: Robert C. Mallett Environmental Analyst \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx 7 OPFUSS&O'NEILL Tables \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hj k_HyLine_HazmatRpt_20190830.docx F°USS&UNE11 Table 1 -Suspect''Asbestos�Containing-Materials-laboratory Analytical Data Summary Hy-Idne Crises Ferry Terminal Improvements Hyannis,MA Brown Lindquist Fenuccio&Raber Architects Inc. August 2019 Fuss&O Neill Reference No.20190859.A10 mple Nunn Material IT ;Sample Lac3um Result Comme is Category - 230 Ocea Street(Food Service) - IA-RM-190813 Minjoini Compound Non-ACM 230-Closet ND IB-RM-190813 White Joint Compound Non-ACM 230-Conference Room ND IG11ibI-190813 W1umjoirt Compound Non-ACM 230-Closet ND 2A-RM-190813 White Gypsum Wallboard Non-ACM 230-Closet ND 25-RM-190813 White Gypsum Wallboard AnaNlopred 230-Closet Not A Wyaed 3A-RM-190813 Blue Mottled 12"x 12"Floor Tile Non-ACM 230-Rear Storage ND 3B-RM-190813 Blue Mottled 12"x 12"Floor Tile Non-ACM 230-Rear Storage ND 4A-RM-190813 Yellow Mastic Associated with Blue Floor Tile Non-ACM 230-Rear Storage ND 4B-RM-190813 Yellow Mastic Associated with Blue Floor Tile Non-ACM 230-Rear Storage ND - 5A-RM-190813 -ResidualBlackMastic Non-ACM- 230-Rear Storage ND 513-RM-190813 Residual Blade Mastic Non-ACM 230-Rear Storage ND 6A-RM-190813 Blue Vinyl Baseboard Non-ACM 230-Rear Storage ND 6B-RM-190813 Blue Vinyl Baseboard Non-ACM 230-Rear Storage ND 7A-RM-190813 Beige Mastic Associated with Blue Baseboard Non-ACM 230-Rear Storage ND 7B-RM-190813 Beige Mastic A9 riaMd with Blue Baseboard Non-ACM 230-Rear Storage ND 8A-RM-190813 Vlfum Vinyl Baseboard Non-ACM 230-Kitchen ND 8B-RM-190813 White Vinyl Baseboard Non-ACM 230-Kitchen ND 9A-RM-190813 Cream Mastic Associated with White Baseboard Non-ACM 230-Kitchen ND 9B-RM-190813 Cream Mastic Associated with Whim Baseboard Non-ACM 2313-Kitchen ND 10A-RM-190813 Gray Caulking Non-ACM 230-Kitchen Sink ND 1013-RM-190813 Gray Caulking Non-ACM 230-Kibd,.Sink ND l IA-RM-190813 White Dot And Fissure 2'x 2'Ceiling Tile Non-ACM 230-Rear Storage ND I1B-RM-190813 White Dot And Fissure 2'x 2'Ceiling Tile Non-ACM 230-Rear Storage ND 12A-RM-190813 White Gypsum 2'x 2'Ceiling Tile Non-ACM 230-Kitchen ND 12B-RM-190813 White Gypsum 2'x 2'Ceiling Tile Non-ACM 230-Kitchen ND 13A-RM-190813 Blue Stair Tread Riser Non-ACM 230-Stairway to Conference Room ND 13B-RM-190813 Blue Star Tread Riser Non-ACM 230-Stairway to Conference Room ND 14A-RM-190813 Yellow Stair Tread Riser Non-ACM 230-Stairway to Conference Room ND 14B-RM-190813 Yellow Stair Tread Riser Non-ACM 230-Stairway to Conference Room ND 15A-RM-190813 Blue Star Tread Non-ACM 230-Stairway to Conference Room ND \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\Tablel.xisx 1 of 2 FUSS&ONEIL'L. Table 1 -Suspect Asbestos-Containing-Materials'Iabomtory Analytical Data Summary Sampk Numbe - Ataterral Type NESHAP ':S pk Imcat o Rei dt .Comma is Catogmy 15B-RM-190813 Blue Stair Tread Non-ACM 230-Stairway to Conference Room ND 16A-RM-190813 White Textured 2'x 2'Ceiling Tile Non-ACM 230-Conferen¢Room ND 16B-RM-190813 White Textured T x 2'Ceiling Tile Non-ACM 230-Conference Ronm ND 7A-RM-190813 Same Texturee 12"x 12"Floor Tile Non-ACM 230-Conference Room Closet ND 7B-RM-190813 'Smne Texturee12"zlT'-Floor Tile "'Non-ACM "230-'Conference Room Closet 'N-D 18A-RM-190813 Beige Mastic Associated with Stone Textured 12"x 12" Non-ACM 230-Conference Room Closet ND 18B-RM-190813 Beige Mastic Associated with Stone Textured 12"x I2" Non-ACM 230-Conference Room Closet ND e 220 Oeean Street(Co me heal Ikt hm Ticketi r &W.[rang) 9A-RM-190813 White widt Blade Splotch 12"x 12"Floor Tile Non-ACM 220-Hallway ND 19B-RM-190813 White with Black Splotch 12"x 12"Floor Tile Non-ACM 220-Food Counter ND OA-RM-190813 Yellow Mastic Associated with White And Black Floor Non-ACM 220-Halhwy ND TEM Tile OB-RM-190813 Yellow Mastic Associated with White And Black Floor Non-ACM 220-Food Counter ND Tile 1A-RM-190813 Gray Vinyl Baseboard Non-ACM 220-Hallway ND 1B-RM-190813 Gray Vinyl Baseboard Non-ACM 220-Food Counter ND 2A-RM-190813 Yellow Adhesive Associated with Gray Baseboard Non-ACM 220-Hallway ND TEM 2B-RM-190813 Yellow Adhesive Associated with Gray Baseboard Non-ACM 220-Food Counter ND 3A-RM-190813 White Dot And Fissure 2'x 2'Cetuag Tile Non-ACM 220-Hallway NI} 3B-RM-190813 White Dot And Fissure 2'x 2'Ceiling Tile Non-ACM 220-Food Counter ND 4A-RM-190813 White joint Compound Non-ACM 220-Hallway ND 4B-RM-190813 Waite joint Compound Non-ACM 220-Hallway ND 4C-RM-190813 White Joint Compound Non-ACM 220-Hallway ND 5A-RM-190813 Mite Gypsum Ceiling Tiles Non-ACM 220-Food Counter NO 5B-RM-190813 White Gypsum Ceiling Tiles Non-ACM 220-Food Contact N)h 6A-RM-190813 Residual Black Mastic Associated with Vinyl Baseboard Non-ACM 220-Ticket Waiting Lobby Womm's ND TEM Restroom 6B-RM-190813 Residual Black Mastic Associated with Vmyi Baseboard Non-ACM 220-Ticket Waiting Lobby Women's ND Resttoom ND=None Detected ACM=Asbestos-Containing Material TEM=Transmission Dacron Microscopy \\private\dfs\P rojectData\P2019\0859\A10\Deliverables\Report\Tablel.xlsx 2 of 2 OpFUSS&O'NEILL Appendix A Limitations \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hj k_HyLine_HazmatRpt_20190830.docx OpFUSS&O'NEILL APPENDIX A Hy-Line Cruises Ferry Terminal Hyannis,Massachusetts 1. This environmental report has been prepared for the exclusive use of the Client,and is subject to, and is issued in connection with,the general terms and conditions of the original Agreement Quly 8, 2019) and all of its provisions. Any use or reliance upon information provided in this report,without the specific written authorization of the Client and Fuss& O'Neill,shall be at the User's individual risk. This report should not be used as an abatement specification. All quantities of materials identified during this inspection are approximate. 2. Fuss&O'Neill has obtained and relied upon laboratory analytical results in conducting the inspection. This information was used to form conclusions regarding the types and quantities of ACM that must be managed prior to renovation or demolition activities that may disturb these materials at the subject property(ies). Fuss&O'Neill has not performed an independent review of the reliability of this laboratory data. 3. Unless otherwise noted,only suspect hazardous materials associated within or located on the building(aboveground)were included in this inspection. Suspecthazardous materials may exist below the ground surfaces that were not included in the scope of work of this inspection. Fuss& O'Neill cannot guarantee all asbestos or suspect hazardous materials were identified within the areas included in the scope of work. Only visible and accessible areas were included in the scope of work for this inspection. 4. The findings,observations,and conclusions presented in this report are limited by the scope of services outlined in our original Agreement,which reflects schedule and budgetary constraints imposed by the Client. Furthermore,the assessment has been conducted in accordance with generally accepted environmental practices. No other warranty,expressed or implied,is made. 5. The conclusions presented in this report are based solely upon information gathered by Fuss& O'Neill to date. Should further environmental or other relevant information be discovered at a later date,the Client should immediately bring the information to Fuss&O'Neill's attention. Based upon an evaluation and assessment of relevant information,Fuss&O'Neill may modify the report and its conclusions. \\private\d fs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyLine_HazmatRpt_20190830.docx FUSS&O'NEILL Appendix B Fuss & O'Neill Asbestos Inspector State Certifications and EPA Accreditations \\private\dfs\ProjectData\P2019\0859\A10\Deliverab1es\Report\RCM_hj k_HyLine_HazmatRpt_20190830.doca x 77— i�ltfm 14maf t E r iam Mc%�nnep � �'`�i�Y L�f€3 4flk3E�t'�f3�N��Nf.�fi#}��a�1�" dlirecfnr wt Asbestos Inspector ROBERT G IALLETT t Eff.Date=06/l►lf 19 Exp.Date 06/0.1120 f' A1900557 w,• � Member of CANES. BAR BOS-RENEW y ip. a Thcs is toe :that Robed C. MaIIdtt A has completed`the requisite training, and has passed an examination for ireaccredit tion as. Asbestos Inspector Refresher pursuant to Title II of the Toxic Substance Control Act, l 5 U.S.C. 2646 °� Cowrse Location< , Institute for Environmental Education 16 Upton Drive Wilinington,;MA 01887 :.� January 7, 2019` January 07,..2019 Course Dates - Examination Date k 19-2162-106-260110. Jahuark 07, 2020 Certificate Numier . Expiration. Hate Training Director MA, < 7 . 0 2 ` : wit a tt r* v 0 { n ..._ 77. a n: t€fu €3ti4+)€#155 §i W1111300 OcKiftncg. .� E�Ef�INE��f�E=�FG1R,�R'�kRiV��Rf#4EU'€GPME?T ititecwr �-�flF�4$�ttE�{�Efd94RRIt,Rtt3R4'3 t.Asbestos Irtspector FiEIDI KELLER r Etf.Date 7/19 E.x Date 0?J27/20 a F A190073i A9-M -roiCO.N:ES + 'e BOSR ITUT 'FF! �z � 7'ltlStS tOCeYtl,�that Heidi Keller .AO has eom leted the re uisite tYatnicn and has assed an exafriinat� izaon o p q g. p f YeaeeYeditataon as: Asb6stos Ins- 6ctor R6fr6sherOK pursuant to Title II of,:the Toxic ;Substance Control Act, 15 ;LJ S.C. 2646 Course Locatiorrt Institute for Environmental Education 16 Upton Drive Wilmington;MA •Q1887 - November 2..2018 November"02:2018 Course'Dates Examination Dater ' 18-1207A06-267547 Nownnaber,02 2019 Certificate.Number Expirat►on'Date, Training Director. T6 t nOnv(l,r MA.01AF17 I! 1'. r.if-:97&6S9,Sc7? s w, OpFUSS&O'NEILL Appendix C Asbestos Laboratory Analytical Reports and Chain-of-Custody Form \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hj k_HyUne_HazmatRpt_20190830.docx EMSL Analytical, Inc. EMSL Order: 131906294 Customer ID: ENVI54 <i 6 Constitution Way,Unit Woburn,MA 01801 Customer PO: 20190859.A10 Tel/Fax:(781)933-8411/(781)933-8412 - http://www.EMSL.com/bostonlab@emsl.com Project ID: Attention: H Keller Phone: (860)646-2469 Fuss&O'Neill, Inc. Fax: 146 Hartford Road Received Date: 08/15/2019 9:30 AM Manchester, CT 06040 Analysis Date: 08/21/2019 Collected Date: 08/13/2019 Project: Hy-Line Cruises Ferry Terminal/220&230 Ocean Street, Hyannis, MA/Project#20190859.A10 Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 01A-RM-190813 230-Closet-White White 100%Non-fibrous(Other) None Detected Joint Compound Non-Fibrous 131906294-0001 Homogeneous 01 B-RM-190813 230-Conference White 100%Non-fibrous(Other) None Detected Room-White Joint Non-Fibrous 131906294-0002 Compound Homogeneous 01 C-RM-190813 230-Closet-White White 100%Non-fibrous(Other) None Detected Joint Compound Non-Fibrous 131906294-0003 Homogeneous 02A-RM-190813 230-Closet-White White 2%Cellulose 98%Non-fibrous(Other) None Detected Gypsum Wallboard Non-Fibrous 131906294-0004 Homogeneous 02B-RM-190813 230-Closet-White Not Submitted Gypsum Wallboard 131906294-0005 03A-RM-190813 230-Rear Storage- Blue 100%Non-fibrous(Other) None Detected Blue Mottled 12"x12" Non-Fibrous 131906294-0006 Floor Tile Homogeneous 038-RM-190813 230-Rear Storage- Blue 100%Non-fibrous(Other) None Detected Blue Mottled 12"x12" Non-Fibrous 131906294-0007 Floor Tile Homogeneous 04A-RM-190813 230-Rear Storage- Yellow 100%Non-fibrous(Other) None Detected Yellow Mastic Non-Fibrous 131906294-0008 Associated with Blue Homogeneous Floor Tile 04B-RM-190813 230-Rear Storage- Yellow 100%Non-fibrous(Other) None Detected Yellow Mastic Non-Fibrous 131906294-0009 Associated with Blue Homogeneous Floor Tile 05A-RM-190813 230-Rear Storage- Black 5%Cellulose 95%Non-fibrous(Other) None Detected Residual Black Mastic Non-Fibrous 131906294-0010 Homogeneous 05B-RM-190813 230-Rear Storage- Black 5%Cellulose 95%Non-fibrous(Other) None Detected Residual Black Mastic Non-Fibrous 131906294-0011 Homogeneous 06A-RM-190813 230-Rear Storage- Blue 100%Non-fibrous(Other) None Detected Blue Vinyl Baseboard Non-Fibrous 131906294-0012 Homogeneous 0613-RM-190813 230-Rear Storage- Blue 100%Non-fibrous(Other) None Detected Blue Vinyl Baseboard Non-Fibrous 131906294=0013 Homogeneous 07A-RM-190813 230-Rear Storage- Yellow 100%Non-fibrous(Other) None Detected Beige Mastic Non-Fibrous 131906294-0014 Associated with Blue Homogeneous Baseboard 07B-RM-190813 230-Rear Storage- Yellow 100%Non-fibrous(Other) None Detected Beige Mastic Non-Fibrous 131906294-0015 Associated with Blue Homogeneous Baseboard • Initial report from:08/21/201 9 1 8:47:07 ASB_PLM 0008 0001-1.78 Printed:8/21/2019 6:47 PM Page 1 of 4 EMSL Analytical, Inc. EMSL Order: 131906294 Customer ID: ENVI54 6 Constitution Way,Unit A Woburn,MA 01801 Customer PO: 20190859.A10 Tel/Fax:(781)933-8411/(781)933-8412 <i http://www.EMSL.com/bostonlab@emsl.com Project ID: Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 08A-RM-190813 230-Kitchen-White White 100%Non-fibrous(Other) None Detected Vinyl Baseboard Non-Fibrous 131906294-0016 Homogeneous 08B-RM-190813 230-Kitchen-White White 100%Non-fibrous(Other) None Detected Vinyl Baseboard Non-Fibrous 131906294-0017 Homogeneous 09A-RM-190813 230-Kitchen-Cream Clear 100%Non-fibrous(Other) None Detected Mastic Associated Non-Fibrous 131906294-0018 with White Baseboard Homogeneous 09B-RM-190813 230-Kitchen-Cream Clear 100%Non-fibrous(Other) None Detected .Mastic.Associated Non-Fibrous 131906294-0019 with White Baseboard Homogeneous 10A-RM-190813 230-Kitchen Sink- . Gray 100%Non-fibrous(Other) None Detected Gray Caulking Non-Fibrous 131906294-0020 Homogeneous 10B-RM-190813 230-Kitchen Sink- Gray 100%Non-fibrous(Other) None Detected Gray Caulking Non-Fibrous 131906294-0021 Homogeneous 11A-RM-190813 230-Rear Storage- Gray/White 70%Cellulose 20%Non-fibrous(Other) None Detected White Dot and Fibrous 10%Min.Wool 131906294-0022 Fissure 2'x2'Ceiling Homogeneous Tile 11 B-RM-190813 230-Rear Storage- Gray/White 70%Cellulose 20%Non-fibrous(Other) None Detected White Dot and Fibrous 10%Min.Wool 131906294-0023 Fissure 2'x2'Ceiling Homogeneous Tile 12A-RM-190813 230-Kitchen-White White 2%Glass 98%Non-fibrous(Other) None Detected Gypsum 2'x2'Ceiling Fibrous 131906294-0024 Tile Homogeneous 126 f2M-190813 230--Kitchen-White White 2%Glass 98%Non-fibrous(Other) None Detected Gypsum 2'x2'Ceiling Fibrous 131906294-0025 Tile Homogeneous 13A-RM-190813 230-Stairway to Blue 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294-0026 Blue Stair Tread Riser Homogeneous 13B-RM-190813 230-Stairway to Blue 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294-0027 Blue Stair Tread Riser Homogeneous 14A-RM-190813 230-Stairway to Yellow 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294-0028 Yellow Stair Tread Homogeneous Riser 14B-RM-190813 230-Stairway to Yellow 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294.0029 Yellow Stair Tread Homogeneous Riser 15A-RM-190813 230-Stairway to Blue 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294-0030 Blue Stair Tread Homogeneous 15B-RM-190813 230-Stairway to Blue 100%Non-fibrous(Other) None Detected Conference Room- Non-Fibrous 131906294-0031 Blue Stair Tread Homogeneous 16A-RM-190813 230-Conference Gray/White 30%Cellulose 20%Non-fibrous(Other) None Detected Room-White Fibrous 50%Min.Wool 131906294-0032 Textured 2'x2'Ceiling Homogeneous Tile Initial report from:08/21/201918:47:07 ASB_PLM 0008_0001-1.78 Printed:8/21/2019 6:47 PM Page 2 of 4 EMSL Analytical, Inc. EMSLOrder: 131906294 Customer ID: ENVI54 5 Constitution Way,Unit Woburn,MA 01801 Customer PO: 20190859.A10 Tel/Fax:(781)933-8411/(781)933-8412 hftp://www.EMSL.com/bostonlab@emsl.com Project ID: Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 16B-RM-190813 230-Conference Gray/White 30%Cellulose 20%Non-fibrous(Other) None Detected Room-White Fibrous 50%.Min.Wool 131906294-0033 Textured 2'x2'Ceiling Homogeneous Tile 17A-RM-190813 230-Conference Gray 100%Non-fibrous(Other) None Detected Room Closet-Stone Non-Fibrous 131906294-0034 Texturee 12"x12" Homogeneous Floor Tile 178-RM-190813 230-Conference Gray 100%Non-fibrous(Other) None Detected Room Closet-Stone Non-Fibrous 131906294-0035 Texturee 12"x12" Homogeneous Floor Tile 18A-RM-190813 230-Conference Clear 100%Non-fibrous(Other) None Detected Room Closet-Beige Non-Fibrous 131906294-0036 Mastic Associated Homogeneous with Stone Textured 12"x12" 18B-RM-190813 230-Conference Clear 100%Non-fibrous(Other) None Detected Room Closet-Beige Non-Fibrous 131906294-0037 Mastic Associated Homogeneous with Stone Textured 12"x12" 19A-RM-190813 220-Hallway-White White 100%Non-fibrous(Other) None Detected with Black Splotch Non-Fibrous 131906294-0038 12"xl2"Floor Tile Homogeneous 19B-RM-190813 220-Food Counter- White 100%Non-fibrous(Other) None Detected White with Black Non-Fibrous 131906294-0039 Splotch 12"x12"Floor Homogeneous Tile 20A-RM-190813 220-Hallway-Yellow Yellow 100%Non-fibrous(Other) None Detected Mastic Associated Non-Fibrous 131906294-0040 with White and Black Homogeneous Floor Tile 20B-RM-190813 220-Food Counter- Yellow 100%Non-fibrous(Other) None Detected Yellow Mastic Non-Fibrous 131906294-0041 Associated with White Homogeneous and Black Floor Tile 21A-RM-190813 220-Hallway-Gray Gray 100%Non-fibrous(Other) None Detected Vinyl Baseboard Non-Fibrous 131906294-0042 Homogeneous 21B-RM-190813 220-Food Counter- Gray 100%Non-fibrous(Other) None Detected Gray Vinyl Baseboard Non-Fibrous 131906294-0043 Homogeneous 22A-RM-190813 220-Hallway-Yellow Yellow 100%Non-fibrous(Other) None Detected Adhesive Associated Non-Fibrous 131906294-0044 with Gray Baseboard Homogeneous 22B-RM-190813 220-Food Counter- Yellow 100%Non-fibrous(Other) None Detected Yellow Adhesive Non-Fibrous 131906294-0045 Associated with Gray Homogeneous Baseboard 23A-RM-190813 220-Hallway-White Gray 80%Cellulose 20%Non-fibrous(Other) None Detected Dot and Fissure 2'x2' Fibrous 131906294-0046 Ceiling Tile Homogeneous 23B-RM-190813 220-Food Counter- Gray 80%Cellulose 20%Non-fibrous(Other) None Detected White Dot and Fibrous 131906294-0047 Fissure 2'x2'Ceiling Homogeneous Tile Initial report from:08/21/2019 18:47:07 ASB PLM 0008 0001-1.78 Printed:8/21/2019 6:47 PM Page 3 of 4 EMSL Analytical, Inc. EMSL Order: 131906294 Customer ID: ENVI54 - 5 Constitution Way,Unit A Woburn,MA 01801 Customer PO: 20190859.A10 Tel/Fax:(781)933-8411/(781)933-8412 http://www.EMSL.com/bostonlab@emsl.com Project ID: Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 24A-RM-190813 220-Hallway-White White 100%Non-fibrous(Other) None Detected Joint Compound Non-Fibrous 131906294-0046 Homogeneous 24B-RM-190813 220-Hallway-White White 100%Non-fibrous(Other) None Detected Joint Compound Non-Fibrous 131906294-0049 Homogeneous 24C-RM-190813 220-Hallway-White White 100%Non-fibrous(Other) None Detected Joint Compound Non-Fibrous 131906294-0050 Homogeneous 25A-RM-190813 220-Food Counter- White 2%Glass 98%Non-fibrous(Other) None Detected White Gypsum Fibrous 131906294.0051 Ceiling Tiles Homogeneous 25B-RM-190813 220-Food Counter- White 5%Glass 95%Non-fibrous(Other) None Detected White Gypsum Fibrous 131906294-0052 Ceiling Tiles Homogeneous 26A-RM-190813 220-Ticket Waiting Black 100%Non-fibrous(Other) None Detected Lobby Women's Non-Fibrous 131906294-0053 Restroom-Residual Homogeneous Black Mastic Associated with Vinyl Baseboard 26B-RM-190813 220-Ticket Waiting Black 100%Non-fibrous(Other) None Detected Lobby Women's Non-Fibrous 131906294-0054 Restroom-Residual Homogeneous Black Mastic Associated with Vinyl Baseboard Analyst(s) Kevin Pine(53) Steve Grise,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600lM4-82-020"Interim Method"),but augmented with procedures outlined in the 1993(finaf')version of the method.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Al samples received in acceptable condition unless otherwise noted.This report must not be used by client to claim product certification,approval,or endorsement by-NVLAP,MIST or any agency of the federal government. EMSL recommends gravimetric reduction for all non-friable organically bound materials prior to analysis. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.Woburn,MA NVLAP Lab Code 1 M147-0,CT PH-0315,MA AA000188,RI AAL-139,VT AL998919,Maine Bulk Asbestos LB-0039 Initial report from:08/21/2019 18:47:07 ASS-PLM 0008_0001-1.78 Printed:8/21/2019 6:47 PM Page 4 of 4 EMSL Analytical, Inc. EMSL Order: 131906294 5 constitution Way,UnitA Woburn,MA 01801 Customer ID: ENVI54 <i Customer PO: 20190859.A10 Tel/Fax:(781)933-8411/(781)933-8412 Project ID: http:/twww.EMSL.com/bostonlab@emsl.com Attention: H Keller Phone: (860)646-2469 Fuss&O'Neill, Inc. Fax: 146 Hartford Road Received Date: 08/15/2019 9:30 AM -Marrchester, CT 06040 Analysis Date: 08/26/2019 Collected Date: 08/13/2019 Project: Hy-Line Cruises Ferry Terminal/220&230 Ocean Street,.Hyannis, MA/Project#20190859.A10 Test Report: Asbestos Analysis of Non-Friable Organically Bound Materials by TEM via EPA/600/R-93/116 Section 2.5.5.1 Sample ID Description Appearance %Matrix Material %Non-Asbestos Fibers Asbestos Types 04A-RM-190813 230-Rear Storage-Yellow 131906294-0008 Mastic Associated with Blue Floor Tile Insufficient Material 20A-RM-190813 220-Hallway-Yellow Yellow 100.0 Other None No Asbestos Detected 131906294-0040 Mastic Associated with Non-Fibrous White and Black Floor Tile Homogeneous 22A-RM-190813 220-Hallway-Yellow Yellow 100.0 Other None No Asbestos Detected 131906294-0044 Adhesive Associated with Non-Fibrous Gray Baseboard Homogeneous 26A-RM-190813 220-Ticket Waiting Lobby Black 100.0 Other None No Asbestos Detected 131906294-0053 Women's Restroom- Non-Fibrous Residual Black Mastic Homogeneous Associated with Vinyl Baseboard Analyst(s) Matthew Conley(3) Steve Grise, Laboratory Manager or other approved signatory This laboratory is not responsible for%asbestos in total sample when the residue only is submitted for analysis.The above report relates only to the items tested.This report may not be reproduced, except in-full,,without written-approval-by EMSL Analytical,Inc.Samples received in goad condition unless otherwise noted.Unless-requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample. Samples analyzed by EMSL Analytical,Inc.Woburn,MA Initial report from:08/26/2019 11:19:40 ASS_=PLMEPAP103_00:2_0002 Printed 8/26/2019 11:19:44AM Page 1 of 1 Custo OrderID: 131906294 FUSS&O NETL L 1 ] i\ISI. merNo.1r1 V154 t 31906294 www.fando.com 108 t\[hrtle Street,Suite:502,Quirk,,lNL-\02171 Phone(617)282 46 5 1 rx(617)282 8253 Asbestos Bulk Sample Chain-of-Custody-Form_ sheet O Project Name: I-1 -1 ine Cruises ('et-U Terminal Project No.: 20190859_ l0 Task: Building Name/Number: Project Manager: D.Diedricksen Site Address: 220&230 Ocean Street 1-1,ytnnis 'tMA Total#of Samples: 54 Sample 1D Material Type Sample Location Comments/ #-Initials-Date Size,Color,Description,Material Quantities 01A-R\1-190813 Vlritc joint compound 230-Closet OIB-R II-190813 White joint compound 230—Conference Room O1C-Rl\1-190813 White joint compound 230-Closet 02A-R\t-190813 Whits gypsum wallboard 230-Closet 02B-R11-190813 \\thitegypsurn wallboard 230 -Closet 03A-Rt\I-190813 Blue mottled 12"s12" floor t le 230—Rear Storage 03B-R\J-1908'13 Bluemottled I2"--12" floor tilt 230—Rear Storage Fellow mastic associated with blue 04A-Ri\1-190813 floor rile 230-Rear Storage 1'ello��=mastic rsscrciated with blue 04'B-1Zi\l-190813 floor rile 230—Rear Storage 05A-Ri\1-190813 Residual black mastic 230—Rear Storage 0513-R\1-190813 Residual black mastic 230—Rear Storage 06A-101-190813 Blue vinvi baseboard 230—Rear Storage 06B-R\4=190813 Blue vinvi baseboard 230—Rear Storage. (17,\-1uU-1911$1 3 Beige mastiff.associated with blue 230—bear Storage baseboard Beige mastic rssociated with blue t17B-Rt\1-190813 230—Rear Storage baseboard 08-\-Ri\I-190813 \\/bite vied baseboard 230- Kitchen 08B-R\I-190813 Vilike vinyl baseboard 230- Kitchen Cream nrtstic associated v"tith white 09_A lt;AI-'19(1813 23i1- Kitchen baseboard 09B-R\1-'190813 Grcam mastic associated with white 230-Kitchen baseboard 10�\-Rtl[-'190813 Grab caulking 230--Kitchen.Sink 10B-RU-190813 Grav caulking 230—Kitchen Sink 1'I.-\-R\i-19081:3 White dot and fissure 2's2 ceiling iilc 230—Rear Storage 1'113-1UN1=19081;3 We(lot and Cissurr.2 s2'ceiling the 230—Rear Storag<. �` w J2s1 Rt\1 '19t181. W life p psum u's2'ceiluig rile 230- kitchen { Page 1 Of 3 OrderlD.: 131906294 r FUSS &O�1V L+ILL. 1 \iS1.Cusroms.r:No.L•'\\''154 ' 1 31 9 0 6 2 9 4 ,v„wfando.com 108 i\fvrtle Street,Suite 502,Quincy,NIA 02171 Pliant (617) 282 46 t 1-;x(617)282-8253 1213-MV-19081 3 Whitc gypswu 2'x2'ceiling tile 230-Kitchen 13:\-•RNl•-19081.3 Blue stair tread riser 230-Stairway to Conference Room 1313-R\I-190813 Blue stair tread riser 230-Stairway- to Conference Room 14_\-R.\1-190813 Yellow,stair riser mastic 230-Stairway to Conference Room 14B-Rt\1=190813 Yellow stair riser mastic 230-Stairway to Conference.Room 1-)A-R\1-19n813 Blue stair tread 230-Stair7vay to Conference Room 1513-Ri\I-190813 Blue stair tread 230-Stairway to Conference Room 16 1-R\1-190813 \\line:textured 2'xT ceiling;tile 230—Conference Room. 10-R\1-190813 \\"liiic textured 2'x2'ceiling file 230—Conference:Room 1 7A-IL\1-19081 3 Stone textured 12"x12" floor rile 230—Conference Room Clo,;ct 17B-1t\I-190813 Stone textured 12"x12" floor tile 230—Conference Room Closet 18A-R,Ai-]911813 Beige mastic associated,frith scone 230-Conference Room Closet 2 textured 12"x;l 2" 1513-R\1-19U813 Beige mastic associated witli stone. DO—Conference ltaom Closet textured 1'2"x 12" \\Bite with Black splotch 1_ 1 1921-R\I-190813 1 220—1-lalhvai• noor tilt 19B-101-190813 l\liife.with bLtck splotch 12"x12" 220—mood Counter float tile 20.\-R\1-190813 Yellow mastic associated will] white 220_I lallw-a tat and l>l.rck Hoar the 013-R\1,190813 Yellow mastic associared wide white 220—Food Counter :lid black floor tale 21 A-IZ;NI-19081 3 Ca rat-vinyl hakboard 220—}lallwa\ 21B-101-190813 Gray vinyl baseboard 220—l-'ood Coumcr �2.\-R1I-19(.1813 Yellow adliesit•c associated with gr,n 2?0 I Talhvar baseboard Yellom,adhesive associared with gray ?20— food Countce 22B-RM-190813 baseboard y 23A-R :l-190813 \\'bite(lrit and fissure?x2'ceiling the 220—1-lallwav 2313-IL\I-1908.13 \\-lutc dot and fissure 2'x2'ceiling rile 220—food Counter 24;\-R;11-190813 V hire joint compound 220-1 ialhv•ax- 24B-R\i-190813 White joint compound 220—1 fallwal 2=4C-R:\I-1.90813 Viltitc jniw compound 220-1lallwa) 25:\-R;11.190813 • \\bite gt•psum ceiling[Iles 2211—1=ood Counter 2513-R11-1 90813 While gypsum ceiling files 220— Fr>od Couniev MA-R'\1-'1911S I Rcsichtal Ialach mastic r,sociateil with 220 Ticket \\'aifiric,l.,obb�-Worlien's vtnvl haseb:rusl IZestroom Page 2 Of 3 a� ;Order2D.: 131906294 FUSS&O'NEILL l AISL.C ustomer No -14\j154 13190629 4A wvww.fando.com 108\1vttle Street,Suite 502,Quincy,MA 02171 Phone(617)282-4675 Fax(617) 282-8253' 26B-R\I-190813 Residual black mastic associated with 220-'Picket Waiting Lobby Women',,; vinyl baseboard Restroom Analysis Method: ® PUNI ❑ TFNI ❑ (:other Turnaround Time: 1--week Please call Fuss&(.)'Neill at (617)282-4675 if analyses will nor be completed for requested turnaround time lisred above. Email Results to: hkeller n)fando.com Do Not Mail Hard Copy Report FAX Results to:888-838-1160. Special Instructions:Sty analysis on first positive sample in each homogeneous see of sam les unless orlignvise noted.Do not hl a samples unless indicated.Do not point count. If NC)B ag-up samples are ALL negative b PIAL 1 analyze-the sample denoted with a slat(*. bey TEM NOB on a l 1�C- turirnarouisd me. Analyze a'MAXIMUM of�samp�l s� TEM in noted;tier: Samples Collected by: R\I&11111, Date: 8.13.19 Samples Sent by: HK Date: 8.14-19 Time: Shipped To: ® F,\ISI_ ❑ Other Method of Shipment: ® led 13x ❑ l:.ab Drop Off ❑ Other R Page 3 Of 3 a Op FUSS&O'NEILI; Appendix D XRF Lead-Based Paint Screening Field Data Sheet \\private\dfs\ProjectData\P2019\0859\A10\Deliverables\Report\RCM_hjk_HyL.ne_HazmatRpt_20190830.docx t M www.fando.com 108 Myrtle Street,Suite 502,Quincy,MA 02171 (617)282-4675 XRF Lead-Based Paint Screening Field Data Sheet Page 1 of Inspector: Mallett XRF Model: RMD—LPA-1 Serial: 1395 Project Name: Hy-Line Ferry Terminal Improvements Date: 8/13/19 Building Name/Number. 220&230 Ocean St Project Number: 20190859.A10 Site Address: 220&230 Ocean Street.Hyannis.MA Project Manager: Mallett XRF Calibration Check-RMD (0.7 to 1.3 mg/cm2inclusive) First Reading Second Reading Third Reading Average Start Check 1.0 1.0 1.0 1.0 Finish Check 1.0 1.0 1.0 1.0 Room Side Surface/Component Color Substrate* Read F Positive 230 Ocean Street(Restaurants) Restaurant D Wall Orange GWB 0.1 Restaurant Al Door Casing White Wood 0.0 Restaurant D Baseboard White Wood 0.0 Upstairs Conference Room A Wall Blue GWB 0.0 Upstairs Conference Room Al Window Casing White Wood 0.1 Upstairs Conference Room D1 Door Casing White Wood 0.1 Upstairs Conference Room C Baseboard White Wood 0.0 220 Ocean Street(Ticketing,Waiting,&Commercial Kitchen) Commercial Kitchen Area A Wall White GWB 0.0 C1 Door Casing White Metal 0.1 A Wall Blue GWB 0.0 Al Door Casing White Wood 0.0 Ticket Waiting D Wall White GWB 0.1 Ticket Waiting D2 Door Casing White Wood 0.0 Ticket Waiting D Crown Moulding White Wood 0.0 Ticket Waiting D2 Window Casing White Wood 0.0 Ticket Waiting D2 Window Sill White Wood 0.0 Ticket Waiting C Baseboard White Wood 0.0 Ticket Waiting Column White Wood 0.0 *Substrate Type: M=Metal,W=Wood,P=Plaster,D=Drywall,C=Concrete,B=Brick,CMU=Concrete Masonry Unit,A=Aluminum,CI'=Ceramic Tile N/A=Not Accessible,N/C=Not Coated,COV=Covered,VR=Vinyl Replacement,POS=Positive 1 ,F REAL ESTATE CONSULTING APPRAISAL FOR THE PROPERTIES KNOWN AS HY-LINE CRUISES THE RAW BAR + COFFEE TABLE CAFE LOCATED AT 220 OCEAN STREET & 230 OCEAN STREET HYANNIS,MA 02601 PREPARED FOR: MR MURRAY SCUDDER HYANNIS HARBOR TOURS, INC 22 CHANNEL POINT ROAD HYANNIS, MA 02601 EFFECTIVE DATE OF APPRAISAL: OCTOBER 16, 2019 BY: CLANCY APPRAISAL COMPANY, INC. REAL ESTATE APPRAISERS AND CONSULTANTS 24 SPRING BARS ROAD,#3B FALMOUTH, MASSACHUSETTS 02540 ti CLANCY APPRAISAL CO.,INC. 24 Spring Bars Road,#3B Falmouth,MA 02540-3910 (508)540-9515—Fax(508)540-6586 Email: info@clancyappraisal.net Mr.Murray Scudder October 24,2019 Hyannis Harbor Tours,Inc. 22 Channel Point Road Hyannis,MA 02601 RE: As Is Market Value of the Buildings: 220 Ocean Street, Hyannis,MA 02601 230 Ocean Street,Hyannis,MA 02601 Dear Mr. Scudder: In accordance with your request, I have conducted a Real Estate Consulting Appraisal Assignment and prepared an opinion of the As Is Market Value of Buildings only for Building Permit purposes for the property located at 220 Ocean Street, Hyannis. The property is improved with a 3-story wood frame office building containing 6,195 SF for Hy-Line Cruises offices,ticket office, and Ben &Jerry's Ice Cream. 230 Ocean Street, Hyannis is improved with a 2-story wood frame building restaurant containing 4,525 SF for The Raw Bar Restaurant and The Coffee Table Cafe, and 815 SF of Hy-Line conference/function room. The Date of Valuation is October 16, 2019.The date of Inspection was October 29,2018. The Marshall & Swift Valuation Cost Service and local builders and architects, served as a basis for a check of my computations. As Is Plans were provided by Brown, Lindquist, Fenuccio & Raber Architects,Inc.Each property will be separately described and valued. Note: This analysis and value does not include the docks or bulkheads on the site nor the of the site/land value. The building alone currently for 220 Ocean Street has an Assessed Value by the Town of Barnstable Assessor of$523,900 for FY2019. The property record card shows 6,195 SF of GBA. This assignment is to estimate the As Is Market Value of the buildings only. I will utilize a Replacement Cost New,less depreciation to estimate this value.The effective date of these values is October 16,2019.An on-site inspection was made on October 29,2018. As a result of my calculations,I have concluded the following values: . FY 2019 Assessed Value As Is Market Value $523,900 $1,217,000 As can be seen by the calculations to be provided on Page 39,the Assessed Value is NOT considered the Market Value for the building.Therefore,the appraised Market Value should be considered in the Building Permit process. 4 The building alone currently for 230 Ocean Street has an Assessed Value by the Town of Barnstable Assessor of$908,300 for FY2019. The property record card shows 4,525 SF of GBA. This assignment is to estimate the As Is Market Value of the buildings only. I will utilize a Replacement Cost New,less depreciation to estimate this value.The effective date of these values is October 16,2019. An on-site inspection was made on October 29,2018. As a result of my calculations,I have concluded the following values: FY 2019 Assessed Value As Is Market Value $908,300 $1,718,000 As can be seen by the calculations to be provided on Page 47,the Assessed Value is NOT considered the Market Value for the building. Therefore,the appraised Market Value should be considered in the Building Permit process. Thank you for the opportunity to work on this project. Should questions arise in connection with this report, or if I may be of further assistance to you in this matter or any other, please feel free to call upon me. Respectfully submitted, 1 'Yh . Appraiser: Joseph M. Clancy, ASA, MRA MA Certified General Real Estate Appraiser#76 5 CERTIFICATION OF APPRAISAL I certify that, to the best of my knowledge and belief: 1. The statements of fact contained in this report are true and correct. 2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and they are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. 3. I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. 4. I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. 5. My engagement in this assignment was not contingent upon developing or reporting predetermined results. 6. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. 7. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice ("USPAP"). 8. Joseph M. Clancy has made a personal inspection of the property that is the subject of this report. 9. No one else provided significant real property appraisal assistance to the person signing this certification. 10. This appraisal report has been made in conformity with and is subject to the requirements of the -Code of Professional Ethics of the American Society of Appraisers, and the Massachusetts Board of Real Estate Appraisers. It. I certify that I am appropriately licensed and certified to appraise the subject property in the state in which it is located. 12. The signatory appraiser has provided prior appraisal services regarding the subject property in the prior 3 years. Appraiser: Joseph M. Clancy, ASA, MRA MA Certified General Real Estate Appraiser#76 6 Town of Barnstable Building PostaThis Card So,,Tha#it isible From the Street (Approved,Plans Musfbe Retained on Job and thisio Card Must'berKept v PostedUntil Frnal inspection Has".Been Made k Permit _ei ° Wherea CertificateOccuNpancy is�Requred,such;Bu Idmg shall Notbe Occuped ut�l a"Final Inspection hasbeen�me Permit No. B-20-945 Applicant Name: MEAGHER CONSTRUCTION INC. Approvals Date Issued: 08/06/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 02/06/2021 Foundation: Location: 230 OCEAN STREET, HYANNIS Map/Lot: 326-069 Zoning District: HD Sheathing: Owner on Record: HYANNIS HARBOR TOURS INC ':Contractor Name: MEAGHER CONSTRUCTION INC. Framing: 1 Address: 22 CHANNEL POINT RD �= ; Contractor License1x62938 2 HYANNIS, MA 02601 Est Project Cost: $0.00 Chimney: Description: Remove existing dumpster and put walk in coolerm place":of Perm'i Fe,e: $ 160.00 dumpster. Dumpster fencing location not to change. Fencing Insulation: Fee Paid $ 160.00 already approved by zoning board and Hyannis historic Dumpster Final (� will not be relocated onsite.Trash service to b'ed`one',:by by Line. Date 8/6/2020 Project Review Req: Spoke to Jeff Lauzon 8-6-2020 in regardstoanyzornng ues ��su(rn Plumbing/Gas iss He approved my issuing permit Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within six mo the after issuance. All work authorized by this permit shall conform to the approved applka#o and the approved construction documents forwhich'thjs permit has been granted. Rough Gas: 'gwAll construction,alterations and changes of use of any building and st uctures shall be incompliance with the local zon�ngby laws and codes. This permit shall be displayed in a location clearly visible from access street o4r�-and shall be maintained open for public mspectio;n for the entire duration of the Final Gas: work until the completion of the same. M r� b Electrical The Certificate of Occupancy will not be issued until all applicable signatures ythe Building and'F ri eOfficials are provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing s 2.Sheathing Inspection s ;� Rough: e� 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Qi► Application Number... ....................................................... A NED Permit Fee........ 6.�..:�.................otber Fee:...................... k Total Fee Paid...................................,. ... ............... ..... ...... l . TOWN OF B �..k �.....:. ARNSTABLE Permit Approval by.. . ... ....................on.. ..... BUILDING PERMIT - 2 pal ® 6q - map...................................... ............................................ APPLICATION Section 1*— Owner's Information and Project Location 1. Project'Address - Village 0. Owners Name S C Owners Legal Address o'1 `a► C���.�Vt�l,e.( 0� A,�— 2� City Stated Zip p ao-O Owners Cell# SOV77-ato E-mail /Yl i AC•Cp wl = = Section 2 —Use of.Structure Use Group - ' � �-- - ❑' Commercial Structure over 35,000 cubic feet _ Commercial Structure under 35,000 cubic feet ` ❑ Single./Two Family Dwelling - - - , Section 3—Type of Permit ❑ New Construction Move/Relocate ❑ Accessory Structure ❑ Change of use ElDemo/(entire structure) ❑ Finish Basement ❑ Famfl /Amn y esty ❑ Fire Alarm RebuildDeck Apartment- - _ ❑ 'Sprinkler System El Addition ❑ Retaining wall ❑ Solar ❑ Renovation Pool ❑ Insulation Other—Specify - _ - Section 4 - Work Description OR .w� b T eaw—A.+.A• t 111[NM 0 Application Number............................................. , Section 5—Detail �=•yf+� . Cost of Proposed Construction OCXj Square Footage of Project N Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone'Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring Oil Tank Storage- ❑ Smoke Detectors ❑ Plumbing ❑ Gas [� Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply . ❑ Public ❑Private Sewage Disposal ❑ Municipal - _ -_ ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway. 1 . 4- Debris Disposal Facility: I am using a crane ❑ Yes 13"No Section 7•—Flood Zone Flood Zone Designation " Within or adjacent to a wetland, coastal bank? Yes 0 No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. - Total Frontage Percentage of Lot Coverage - #of Dwelling Units (on site) 6 Setbacks Front Yard Required - Proposed •. Rear Yard Required Proposed - Side Yard Required Proposed Has this property had relief from the Zoning Board in the past?, ❑ Yes ❑ No Last updated. 11J152018 To w of Barnstable Building Department Services E& ' Brian Florence,ECBO ' BuRding Commissioner 200 Main Strut,Hyannis,MA 02601, Office: 508-8624038 1~ax7 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Buflder L Asa as Owner of the property hereby authorize WC- tract on my behalf, in all matters relative to work authorized by this building permit application for. 3a (Address of job) **Pool fences and alarms are the responst'blity of the applicant, Pools are not to be filled or utilized before fence is installed and all final inspections are performed and acce4tur ted n o.. Si a6 of Owner Applicant Print Dame Print Name Datd ` 1 Q.FORAdS OWNWERMISSION WLS Rev:08/16/17 - A. Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrti- att gtt :rvisor CS-102260 Ej pires 11/05/2020 SO mP MICHAEL S MEAf3HEKW y; 97 EMERAL0 NE MARSTONS M I.XS MA' 648. $(c Commissioner �rv�zmatzac�a��a��f�akstr�r�ell-1 , Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Wff t Comoration Registration; Exoiration 1g8 04/26/2021 MEAGHER CONSTR G` tf3 INC. MICHAEL MEAGHER Jf 776 MAIN STREET. `(*'x�fGG OSTERVILLE,MA 02655`" Undersecretary The Commonwealth of Massachusetts Department of IndashidAccidents 13ffice of Investigations. IF 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Bulders/Contraetor&Electricians/Plumbers Applicant Information Please Print Lgdbly Name(Busineworganization(Individual)• Address: City/Statelzip: bsL" LL N^ Phone#: S 4 a S b 4(6 Are y�an employer?Check the appropriate boz: Type of project(require: 1. la a employer with 1 er 4. E I am a general contractor and I � 6. E New conslraction employees(full and/or part-time).* have hired the sub-factors 2.Q I;am a sole proprietor or partner- listed-on.the attached sheet. 7. .0 Remodeling ship and have no employees These have 8. ❑Demolition working, for me in an aci employees and have workers' . Y capacity. 9. ❑Building addition [No workers'comp.insurance map•insurance.t required.] 5. Q We are a corporation and its 10.E Electrical repairs or additions 3.❑ I am a homeowner'doing all work officers have exercised their 11.E Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.E Roof repairs insurance i t c. 152,§1(4)1 and we have no employees.[No workers' comp.insurance:required.] 1 applicant that checks box#1 must also fill out the section below showing their workers'compensation:policy kftmion t Homeowners who submit this affldavit indicating they are doing all work and then hire outside contractors:must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those ca ides have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is pro ' ' g workers'compensa don insurance for my employees. Below is the policy and job site information.Insurance Company Name: Policy#or Self-ins.Lie.#: W CC 566 5 Ob .5 4- a4JqA Expiration Date:fk)a3 190 Job Site Address-, 30 City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policynumber and extiration ate). 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&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 arins and pe `.• of p that the information provided above is true and correct —to az A Date: 2- Phone#• Official use only. Do not write in this area,to be colleted by cfy or town oJftial City or Town: Permit/I,icense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:. -- I Client#: 16665 2MEAGHERCO DATE(MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 10/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to theterms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 AIC No): 5087781218 AIC No Et Dowling&O'Neil Insurance Agy E-MAIL ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Penn-America Insurance Company 32859 INSURED INSURER B:Associated Employers Insurance Company 11104 Meagher Construction Inc. INSURER C Timothy Meagher INSURER D 776 Main Street INSURER E Osterville, MA 02655 ' INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER /DDY /YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY PAV0232762 10/16/2019 10/16/2020 EACH OCCURRENCE $1 000 000 CLAIMS-MADE a OCCUR PREMISES Ea occurrence $50,000 X BIIPD Ded:500 MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 N'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PR POLICY JCOTLOC PRODUCTS-COMP/OPAGG $2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPaccident)DAMAGE $ AUTOS ONLY AUTOS ONLY $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ -B . WORKERS COMPENSATION WCC50050054422019A .l23/2019 06123/202 X PER JER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $100 000 OFFICER/MEMBER EXCLUDED? F N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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 Town of-Barnstable THE ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE C 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S246109/M245856 LS1 n Application Number........................................ ... Section 9=Construction Supervisor Name (�,� Telephone Number �`S� 4 ' ��� ' fit{, Address 4? —4u.City ;, State Zip Q�-6 License Number 102'a(00 License Type . CS Expiration Date cA:a d - Contractors Email : ,011A -CQyYI Cell # !7,-1& 3 I understand my responsibilities under the d regulatio for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building I understan a construction inspection procedures,specific inspections and documentation required by.780 CMR a To of B le.Attach a copy of your license. Signature Date 024_. . �_i ection 10_—Home Improvement Contractor Name - Telephone Number SOS " �( •Q y Address City 4hZA IU State A Zip b a CD J S Registration Number 1 to a g 3 g iration Date (� o a l I understand my responsibilities under es and re ons for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State B,uil ' e. I and d the construction inspection procedures,specific inspections and documentation required by 780 C th wn o amstable.Attach a copy of your H.I.C... Signature Date N64 I a0'�d Section 11 —Home s License Exe lion Home Owne Name: Telepho Number Cell or Wo umber I unde d my responsibilities der the rules and regulations Licensed Construction S or in accordance with 780 C the Massachusetts State wilding Code. I understand construction inspection cedures,specific inspections and k do on required by 80 CMR and the Town of B le. Signature Date ' E APPLICANT SIGNATURE Signature Date Z y ij ,d Print Name :Q 1kk— Telephone Number E-mail permit to: , nl` (2 ` r\C .CCfirl\ Last undated: l lnsn018 Section 12—Department Sign-Offs Health Department E Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ : _ . _ Conservation ❑ _ ., F_. For commercial work,please take your plans dirictly to the fire department for approval Section 13—Owner's Autho'rization as Owner of the subject property hereby authorize ;.> Ito act on my behalf, in all matters relative to-work authorizedvby,-this:building,pemut application for: T (Address of job) Signature of Owner date Print Name ♦f • i • 4 l s r Last updated: 11/15/2018 ri Application Number............................................................. * i�� ` ' Y I I IN Y��CV�GG I Id• I Permit Fee.......i... ............:..0 .....OtherFee........................ �Q� •Total Fee Paid `" ................cal , r.r.......:.............................. ..:... TOWN OF B STABLk 30 pew`t Approval ly.:...............................on........................... 2�1 BUILDING PERTN&N oFe 4RNSTMT q ...........:..Parcel...................................... ........:. APPLICATION 'Section 1 Owner's Information and Project Location - Project Address 02 Village Owners Name Owners Legal Address ate: Pia City State Zip 0a 60 Ad I Owners Cell# E-mail Section 2 —Use of Structure Use Group j - ❑ Commercial Structure over 35,000 cubic feet . .Commercial Structure under 35,000 cubic feet - _ ❑ Single/Two Family Dwelling - - Section 3 —Type of Permit - ;� ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ElFinish Basement ElFamily/Amnesty El Fire Alarm ' -Rebuild - ❑ Deck Apartment - ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar - - - - --- ❑ ��- �RenoVation Pool sv �� '❑ Insulation = Other-Specify, _ ' Section 4 - Work Description - �-t �0 0.Al CA Lo-cta T ee+,,..A.+.A•.11/14MM 9 ~Application Number...................................... Section.5 Detail Cost of Proposed Constructio A: ,- b �_`Square Footage of Project IF Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method •❑ MA Checklist (1 WFCM Checklist Design Section 6—Project Specifics dWiring (l Oil Tank Storage f _ -,Smoke Detectors. lumbing Gas - Fire Suppression ❑ Heating System' E3' Masonry Chimney" '❑Add/relocate bedroom Water Supply ErPublic ❑ Private f a Sewage Disposal Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: . I l ? AQneL- _ I am using a crane ❑ Yes U No Section,7—Flood Zone Flood Zone Designation!' �. Within or adjacent to a;wetland, coastal bank? ,Yes Ef No ❑ Section 8-Zoning Information "r Zoning District PxTesod Use s t? Lot Area Sq.Ft. �+► } Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard - Required - Proposed Re Yard � Required I h a._,)Prop d 6 r., 1 4 1 {1_ � /y�1 Y�-,jam ` �x �{ {�Ir Side Yard ,:Z3-`-Required Proposed_^'--; -Has this property had relief fro the Zoning Board-in the past?,w ❑ Yes -❑ No Last updated: 11/15/2018 - r Application Number............................................. Section 9- Construction Supervisor Name i elephone Number d q&k O q TY to1 tom-,Address "�") ( _City State Zip pa6a-l!i7 License Number /y aa6 License Type CS Expiration Date . 1'h V Za2b Contractors Email 1'►'l ® ! t&�;R i n.0_C.e-on- Cell# C(9 - - �J I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts}State Building Code. I understand the construction inspection procedures,specific inspections and documentation requ ire d`by,7 CMR and the T0jVn of B h1e.Attach a copy of your license. Signature - Date Section 10-Home Improvement Contractor Name AaDI:. -19— Telephone Number— Address (P city 5 L State iKk_ Zip Registration Number Ile Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Stap Building Code._I understand the construction inspection procedures,specific inspections and documentation required by 80 CMR and the own of arnstable.Attach a copy of your H.I.C... Signature Date `W0 f t Section 11 -Home Owners License Exemption r Home Owners Name: Telephone Number Cell or Wo umber I understand my onsibilities under rules and regulatio or Licensed Construction ervisor in accordance 780 CMR the Mas chusetts State B ' ' Code. I understand a construction inspection ocedures,specific ins ions and . documentati required by 780 P and the Town of le. Signa a Date APPLICANT SIGNATURE Signature Date vc z t Print Name t ko— Telephone Number -5-br-ck 00 6_ ' E-mail 6rn11t t0: ' e ic_ " �-o' P - L Last uvMed: 11115t2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ - Conservation. ❑ __ _ _ _ _ _ , For commercial work,please take your plans directly to the fire department for approval », Section 13—Owner's Authorization as Owner of the subj ect.property;hereby authorize • r 1 j ',`= ; to act on'my behalf, in all matters relative to work authorized by this building pemit-application for: (Address of job) Signature of Owner - date Print Name P 50 ti Last updated. 11/15/2018 Section 12—Department Sign-Offs Health Department 13 Zoning Board(if rupized) D Historic District ❑ Site Play Review(if required) Fire Department ❑ j Conservation 0 For caommadal work please Aft your plmis directly to thefire d9wftent for epprowL L -- I I Section 13,Owner's Authorization I, 1*? , A t> Sc U VD ran J}c , as Owner of the subject property hereby � authorize � ,,� �n,� to act on my behalf; in all , matters relative to work authorized by thisbuilding peznuft annWWon for. (Address of job) Signature of Owner date f"1v �tn/I-mil -SC L, V 2 Print Name Last wduc&11115l1018 FEMA NTood Zones-,Effective July,; 6, 2614 ro..�'ofB�nstabl� 71ri,narimre}timewxi�;lsu rin(fh in(crzhtalictnlettititlijuftpaivip;i1FFPMAXIlkMgt.•1pe, GI.SUnit L? �ull FEN1A f k 1 tYte{s.ean gn.1rWPki ttn the to+nt i p t ah w inw,f) t1>dn eq t)'C r(�ht ;67 Mniri'Str4c4 i3ynnntM MA trrai.}y)Sp ft 'N:Lawn.lr dti.L4.�`�x.r3lii t,��1C6r!_:r�vuea7Snsuranc AL�oM.tistr.: ... �_ (ao8)862-4624 `...• ° _" b d1 +x�: a r•i �" �''"n uM• "" a s w"k 1tr ,c,. ts^ Spe w Flood F[awrd Areas (SI HF U)Sgb)ectto"dattoa b)- theOiAnniialCb ace Flood C n �1e.�•�aSpflOPd Ele4-ahsmA a .. 9 s . dcgR4�a(sto.p fzet .. t �.. {ticua7iysheafltreronskping tern :.,.erog dcptht aettstnr.ed. Zcae$t Ccestai Flood map e,1ta a a. 'a �q i : v d ;i n +doa arard t>tai r� � n gi a tp + xp .'n :. n n'4 egtaaa)tta¢, 606d FJnjtwnsdettltt(L. t'a°�ennuid .,hdn* flood'(co a.e flood)dso)marts as the base door(,is rhea. ;, - fl 'thathas aSkinauw cf,li+ung egaal�._ " 4 fix - ^ ;r D,ir° rep' y7a. ?vpye .., 1«• .4<wcea'ed io�t c+oo ail}TheSpec d': ;l ' timed Area is the,akea stto}ece to" ,t. floa u 6}'the annual.chance flood ,,trays dspedd Road kazard iachideZones d r r o ,t .aE 9D tad 1'ti:=1'heBaep floodElnzaan a ,°,. m'" ,e ;.. j „�,al, .i `.. tf ++,t,tat W� tt§a: ib t d !"4''" y h°i w '� a: o '°n.'tA+''k ,t f xhance Rmdaop opeatson ad Mrs t't visual Oder flood crass '.tl�Jt +irm94 s4c annwl chamenba .O T " of aturuat dtmce flo'..d lath afatagadeaths of"!em than Q W - � ^ � .(sots Matt drsinp�arpasles thin : � � - - sgtmrp m0e and areas p•otccted bH..; ,,,rr""` sit ,i e s e a • n ]e ees islet t5annua dtmm DaaL nw��.� - ��� - � .6w RS!)drti�I3ssatceeSwtsan I'd r n. _ -• Q ,e' t� v pdpnistRxewdUeaslOPV) m . oe T'6etbod.i�es shcmnhae are 5om the Jul tb eo fEitGt Mood-le- ance: 4 _ Rara L�Saps t�ii t-us) Thna m s aptrsant a i .yy ad 4' "=�.F'ra .*"r0 asset ai t4re'{n(ameoon 'shown m the a n{�jr,.tM'""� A r L The arg$taF FFRa map scraz is t Soa. Etilatgenpats bpwfd chat sgJe mar ox �r are r MIS�FAP FS FOR VL.AtiF'CvG Vt7Rf+pSES_ a I u+.l. O 1Z.tR0 DO,EPE&',iT!CATtONS CONSULT, � f �kprF)CitLtEtS4XFRTist�ps gen Parcels �" tr '.;y w d�..,u,� d ° itsRaiitnad Trams �Ct,c ° �t'��re �dl'• "FQL �tZ s� %E'w tJ nr na'ewmvre Miley lfits map is for pLinn ng;purposes Drily:it is not adequate fGr Parcel lines on th s map see only graphic repr ants iaa a Dut aM9n .p ',�,. ;p ii'gul buuntinry dcaprmtrtasi4n nr rgtaiutoryinte:rptctahon '.,..Asveseor'pte:tParx3s.2'hcy are nutlaue`protWtir` �P©rpted LafiC5 �'tlyjg map dues oat eeprtw9itt ter an th .grmilid sunej tk.undmips and da auCrepr mat acuurole relaban•4ipa to _ TQx.�SCBjE IInc j't— 42 : fE'QL �. y al ablcc6 the-map:ache Fund Rlarntians: '_Perkfng'LOts ;:Map printed are tuf ifi/2otq - - map aqoghw Cw2vu(noo(mg dngo 776 MUM stmet ogairo00�, MA Moss 'aaa 50 o n428443 o 1 fang Irim,01 Meg Q er n,cxor Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Con str i l§bpgrvisor CS-102260 � r 4p.ires: 11/05/2020 r h }k, - MICHAEL S MEAGHER,J�t t 97 EMERALD,, ANE MARSTONS MILLS MA'02648 Commissioner CZ .J'� �i�zireoieueac,�c���GaJJ�c�euic�/i office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE::Corporation Registration. Expiration 162558 04/26/2021 MEAGHER CONSTf2UGTfON,,INC. ? -« ,::: F :( ?= MICHAEL MEAGHER j- � . 776 MAIN STREET OSTERVILLE,MA 026557' Undersecretary Client#: 16665 2MEAGHERCO DATE(MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 10/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 5087781218 A/C No Ext: FAAIX C No Dowling&O'Neil Insurance Agy E-MAIL P.O.Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Penn-America Insurance Company 32859 INSURED INSURER B:Associated Employers Insurance Company 11104 _ Meagher.Construction Inc. INsuRER c Timothy Meagher 776 Main Street INSURER D: Osterville, MA 02666 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LIMITS INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY PAV0232762 10/16/2019 10/16/2020 EACH �OCCURRENCE $1000000 CLAIMS-MADE �OCCUR PREMISES Ea RENTED $50,000 X BI/PD Ded:500 MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY❑JECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED P OPERIentDAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050054422019A D612312019 06/231202 X PER 1. I.OTH EMPLOYERS'LIABILITYSTATUTE Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $100 000 OFFICER/MEMBER EXCLUDED? [ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 Ll I I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) 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 Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE C_ ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S246109/M245856 LS1 77ie Commonwealth of Massachmseft Department of Industrial Accidents Of,flee of Invesfigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Binders/Contractors/Electridans/Plumbers Applicant Information Please Print Legibly Name-(BusineWorgatuzadon/in/diivi-dua_l): eOL-o a-- Address: 7 to rV City/State/Zip: ILL- Phone#: Are yqn an employer?Check the appropriate bog: Type of project(required): 1.Erl am a employer with_ 4. I an a general contractor and I 6. Now 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. 7. Remodeling, ship and have no employees These sub-contractors have 8. ❑Demolition �g working,_.for mew employees and have workers'any capacity. 9. ❑Building addition [No workers'comp.insurance Comp.insurances required,] 5. We are a corporation and its 10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have.exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.[]Roof repairs_ i mmmee required.]t c. 152,§1(4),and we have no - -— - -n; -employees.-[No workers' comp.insurance required.] *Any applicant that checks box#1 mast also V1 out the section below showing their workers'_compensation policy information. t Homeowaers who submit this affidavit indicating they are doing all work and then hire outside wnt actors most submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employers: If the sub-contractors bra employees.they must provide their worker:'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the olicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: - CL 5 o D^ 3Q4� 619 A Expiration Date: Job Site Address: 43- �' City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number nd expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminalpenalties of a fine-up to$1,500M and/or one-year imprisonment,-as well-as civil-penalties-in the form-of.a.STOP WORK.ORDERanda fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA fbr!n1=ce coverage verification. I do hereby certify under the is and penalties p that the information provided above is true and correct Si Date: Phone#• �$ f( a *'Ott S Official use only. Do not write in this area,to be completed by city or town ojfkial City or Town: . Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Per-son: Phone-#. Initial Construction Control Document v To be submitted with the building permit application by a Registered Design Professional a for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Hy-Line Amenities Bld.Renovations Date:9.30.2019 Property Address: 230 Ocean Street,Hyannis Project: Check(x)one or both as applicable:New construction (X) Existing Construction Project description: Interior renovations of 2 existing commercial kitchen and food service areas and refresh of general finishes. I Timothy R. Sawyer MA Registration Number: 50399 Expiration date: 8.31.2020, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': (X) Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 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 approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports (see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: l P' T'-J Phone'number: 508.362.8382 Email: Tim@capearchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. . Version 06 11 2013 ST- ROOM FINISH SCHEDULE WALLS CFLMG Room Nene -Md" I Bose- Mde MAIL FIRST FLOOR at o €a SECOND FLOOR ; i I I oh `Gg R 5 ee+e ro eE I E T eETR%E 1-1 To BE P—TED ^ m ROOM FINISH LEGEND ��� ' L— — RECONFIGURED O M4,ERNLi MAM1FAc,uRER I a : CUSTOMER AREA IArvgNG Q mwR,c caoaicoDE coMN�Ms - - FNpI,vRE i RROg1Ct LLUE ¢ s310 sf O F- 1•'lS,��.'he nEs !!'� OCCUPIED , w w Q IBV HV-LINE a� <e"o.n+swnos acaacee.saysicnsuu wRc�wus zNcR nvas°l wm'�ro sxc.wsrwnFc a nomo"csoawcae.rorooco�sj°s` wII u'ssR•orec 1111 _��' �� ; ri1_____________ - Z no. o co ac«rc O QNLy, NZ t Ij OCCUPIED O Z BY HY-LIN }Q EWING c ____ w 2 N>R Eocu�rv+cs FLru.�ssovc 'e°' .ffR Ise-�- VESTIBULE!LOBBY Y oan --- E•.aw-..w cs w a ca.aes wa _ uMRowiwu«xi o�sr� rallorreo I umwsx ® ___ ^a.uo 1v1eT�u.eum �vuosose°rte '^'"L weoo-srs ror�uw svAn rewxmR � _____ \\ KICTHEN#t va^�-R axua`' 1000^i'o°wa - - aoas' rso-r�— \ OCCUPIED .w. enrimltueu sw .n.nes ,As^ew.ERCEucne ^wm 1wo�e+m'a wrFR soff�Nwsoo°wLr.u.0 wa wt s.w. Low � som i \ BY HYd1NE i \ J . \ COO,m.ARloxo. i ��__�' �• - PROPOSED -ram\ _ BY HY-UNE 1 FIRST FLOOR PLAN&ROOM FINISH SCHEDULE ., SEE qf— ERUIPMEM DRAVANGS I xELorwrto I ...._...FORLATED M IOU,K9N5 8 RELATED OEBGIJ REOUREMFMS ROIX`I I .........._ DALE 4SSUED: Qf I ti . soevau v[w REVI9oN5:Q O+ L -----� E.4019 QC 2,2I0. d _ PROPOSED FIRST FLOOR PLAN n . ®' SCALE: 1/4"= 'r C /—\ STAMP: ---------- I I I 3- as• I 1 ou W3 ma - b g °•,/ \ Q / \ `\ ——————————————————————- -------- O fn w ————— e.i ——— ——————— ROOF DECK— W [A C —————— ——— I - C O c~i7 I --------------�-- CD C T" = Z OU QQ KDMOF w O .Al J vQ}i O = OCCUPIED ' BY HY-UNE O Em = O � 0 RE„o..E K�r�NENETTE N�a«F, Z atu ------- w \ - E%ISIPIG gfCHEN EOUWMEM AT Q FIOOR NU.N.O. ��irc Bye \ 1 ies�Rou� 1 ERvi[E.RE pC ND i ma: PROPOSED ` — —— — I r SECOND FLOOR H.LL eELOHa \\ — a R PLAN \ ——— rFWFNY.u4DUO50 At 1 omTrc RetAim m STpg90E STEPa TO ELEv.TEO CNA9EET0 RroF I On— EN405E0<baET MIE ISSUED: M.30.2019 REV 90N5: OviOE� STING FRAnEOTO tt.TFORn OvfR 9TaR TRS PROJECT#: DRAWING NO.: PROPOSED SECOND FLOOR P 0 : „4"- Al .2 L [30 TUTTBROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. November 14, 2019 Hy-line Cruises Amenities Building 230 Ocean Street, Hyannis, MA Summary/Conclusions for Written Preliminary Code Report: The Code Review was based on 91h Edition of the State of MA Building Code — consisting of: The International Building Code 2015 (IBC), The International Existing Building Code 2015 (IEBC) and the State of Massachusetts Amendments. The State of MA has adopted the International Existing Building Code 2015 with modifications in lieu of Chapter 34 of the International Building Code 2015. The State of MA has adopted the International Energy Conservation Code 2015 with Massachusetts Amendments. All code provisions that require compliance with the Energy Code must comply with this Edition. Egress Capacity: The proposed egress capacity meets the requirements for the International Building Code 2015, and the Massachusetts Amendments. Fire Protection Systems: The existing building has an existing automatic sprinkler system throughout. Code provisions associated with automatic sprinkler systems have been assumed and accepted in the following code review. Level of Alterations: The building work is considered a Level 2 Alteration. The area affected by reconfiguration of space (otherwise known as the Work Area) is limited to less than 50% of the Building Area. The remaining area is considered Level 1 Alteration, and involves replacement of finishes and elements in kind without reconfiguration of space, or spaces with no proposed work. Refer to attached diagram for area designated as Level 2 Alterations. %0 a a 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W.CAPEARCHITECTS.COM Pro,liminary Building Code Summary: November 14, 2019 Massachusetts Building Code — 780 CMR Massachusetts Amendments to the International Building Code 2015 Basic/Commercial Ninth Edition Project: Hy-Line Cruises Amenities Building Location: 230 Ocean Street Hyannis, MA General Building Information: -Existing 2-story wood framed building with automaticsprinkler system. Note: Code Review Based on Drawings Dated: 9130119 -Regulations and Standards per International Building Code IBC Use and Occupancy: Construction Type 5B — Combustible Unprotected Table 601 Existing Use Group A2- Assembly Section 303.3 New Use Group A2 - Assembly Section 303.3 General Building Limitations (Chapter 5 : Assembly— A2 Construction Type 5B: (Sprinklered Mult-Story) Table 506.2 Area Limitation: 18,000 sf Assembly —A2: Construction Type 5B: (Sprinklered) Table 504.4 Number of Stories Above Grade Plane: 2 Stories Assembly—A2: Construction Type 5B (Sprinklered) Table 504.3 Building Height in Feet Above Grade Plane: 60 feet Actual Building Height 2 Stories Above Grade Plane +/- 34' — 3" Allowable Area Allowable area Table 506.2 18,000 sf Assembly — A2 (Increases are not required— the existing building does not exceed allowable 18,000 sf; therefore, allowable area increases were not calculated Actual Building Gross Building Area Area Calcs. First Floor 2,665 gsf Second Floor 1,731 gsf Total 4,396 gsf 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W.CAPEARCHITECTS.COM i r IBC: USE GROUP CLASSIFICATION: Use Group: A2 Assembly: Includes assembly uses intended for food and/or drink consumption. IBC: CONSTRUCTION CLASSIFICATION: 602.1 General: Buildings and structures erected or to be erected, altered or extended in height or area shall be classified in one of the five construction types defined in sections 602.2 through 602.5. The building elements shall have a fire-resistance rating not less than that specified in Table 601 and exterior walls shall have a fire resistance rating not less than that specified in Table 602. Where required to have a fire resistance rating by Table 601, building elements shall comply with the applicable provisions of Section 703.2. The protection of openings, ducts, and air transfer openings in building elements shall not be required unless required by other provisions of this code. 602.1.1 Minimum requirements. A building or portion thereof shall not be required to conform to the details of a type of construction higher than that type which meets the minimum requirement based on occupancy even though certain features of such building actually conform to a higher type of construction. Type 5B Construction (Combustible/Unprotected): 602.5: Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code. IBC: FIRE PROTECTION SYSTEMS: Section 903 — Automatic Sprinkler systems: (BUILDING HAS AN EXISTING SPRINKLER SYSTEM. 903.2 Where Required: Approved Automatic Sprinkler Systems in all new and some existing buildings and structures shall be provided in accordance with items 1 and 2. 1. In accordance with the following enhanced sprinkler provisions, as required by the respectively referenced statue: ii. M.G.L. c. 148 § 26G: certain non-residential structures that exceed 7,500 square feet. 2. As required by Table 903.2. Table 903.2 Occu ncy Automatic Sprinkler Requirements: Provide automatic fire sprinkler system throughout building if one of the Buildings Having following conditions will exist See Note a Occupancy Fire Area Building Occupancy Occupant Load Located > 5,000 SF Any floor other A2 than the level of (More strict than MGL c. 148 §26g = >_ 100 exit discharge for (non —Nightclub) > 7,500 SF) A2 use. 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 W W W.CAPEARCH ITECTS.COM I Egress Capacity: 1005.3 Minimum Width based on component: Proposed Capacity of Egress Components: Floor Level: (Section 1005.3.2) (Section 1005.3.1) Doors/other x 0.2 : Stairways x 0.3 : First Floor Proposed/ 36" w 36" w 72" w Provided (180 occ.) (180 occ.) (360 occ.) N/A Kitchen #1 Kitchen #2 Lobby 72" w (360 occ.) @ Seasonal Entrance Second Floor Existing 36" w 36" w - 48"w existing interior stair (180 occ.) (180 occ.) (160 occ.) (No work) @ Interior @ Deck Stair that leads 50"w existing exterior stair to Exterior (167 occ.) Stair Length of Exit Access Travel 250 feet (with a sprinkler system) Table 1017.2 Minimum Number of Exits 2 exits minimum Table 1006.3.1 1 — 500 occupants per story Minimum Corridor Width 44" Table 1020.2 36"—when serving an occupant load < 50 occ. Minimum Egress Stair Width (1011.2) 44" Exception 1 36" —when serving an occupant load < 50 occ. 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 W W W.CAPEARCH ITECTS.COM f Section 1004.1 — Occupant Load: Table 1004.1.2 — Maximum Floor Area Allowances per Occupant: Area Area #of Total Room/Space (SF) #Occ. (SF) Occ. Occ. Subtotal Per SF First Floor Spaces Reconfigures Dining Area 476 476 15 32 New Bar Area 93 Kitchen#1 401 494 200 3 Reconfigured Customer Area 200 200 15 14 Customer Area Behind Counter 131 Kitchen#2 200 331 200 2 Existing Vestibule/Lobby 226 226 1 15 15 Men's Room 52 Women's Room 52 Stair 95 199 100 2 Elevator Machine Room 42 Sprinkler Room 48 Janitor's Closet 17 107 300 1 Subtotal:First.F,loore5paces Occupant�Load14 -Second Floor Spaces Hy-Line Meeting and Training Room 735 735 15 49 Training Vestibule 48 Restroom 55 Egress Stair 69 Public Elevator and Egress Stair Hall 131 303 100 4 New Closet 27 Utility Closet 34 Mechanical 102 Bar Storage 53 Closet at Stair 74 290 300 1 Second Floor Bar Service Area 147 147 200 1 Public Roof Deck 503 503 15 34 W Subtotal;Seconcljl,00r Spaces,Occupant Load . , , � 88 p 3-0 " a P; �s y� i� 'Y Tot Igccu anttload _t,. - fa � ° _� iow . = � .:� 158µ 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W.CAPEARCHITECTS.COM IBQ: CHAPTER 34 - EXISTING STRUCTURES: 3401.1 Scope. Chapter 34 of the International Building Code 2015 (IBC 2015) is deleted in its entirety. The Alteration, repair, addition, and change of occupancy of existing buildings shall be controlled by the provisions of the International Existing Building Code 2015 (IBEC 2015) and its appendices, and as modified with Massachusetts Amendments as follows: IEBC 2015 - AND MA AMENDMENTS: Chapter 1 - Scope and Administration: 101.4 Applicability. This code shall apply to the repair, alteration, change of occupancy, addition and relocation of all existing buildings, regardless of occupancy, subject to the criteria of Sections 101 .4.1 and 101.4.2. 101.4.2 Buildings previously occupied. The legal occupancy of any building existing on the date of the adoption of this code shall be permitted to continue without change, except as is specifically covered in this code, the International Fire Code, or the International Property Maintenance Code or as is deemed necessary by the code official for the general safety and welfare of the occupants and the public. SECTION 202 GENERAL DEFINITIONS: Work Area: That portion of portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work not initially intended by the owner is specifically required by this code. Chapter 5 - Classification of Work: Section 503.1 Alteration - Level 1 - Scope: Level 1 Alterations include the removal and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures that serve the same purpose. Section 504.1 Alteration - Level 2 - Scope: Level 2 Alterations include the reconfiguration of space, the addition or elimination of any door or window the reconfiguration or extension of any system or the installation of any additional equipment. Section 505.1 Alteration - Level 3 - Scope: Level 3 Alterations apply where the work area exceeds 50% of the building area. Note: The work area is 45% of the Building Area- not a Level 3 Alteration. Area (SF) % Floor Area % of Building Area Total Gross Building Area 4,396 Total Level 2 Alterations 1,981 46% First Floor-Gross Floor Area 2,666 First Floor Level 2 Alterations 1,818 68% Second Floor-Gross Floor Area 1,731 Second Floor Level 2 Alterations 163 9.4% 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W,CAPEARCHITECTS.COM xn ti RF_ .f c #.t G WPaIgNDtgjID P?.1�m YS,.c.tj,. Ek�prnK �B' L(iifigt+�Y JT \ rr �' T-x._., �t d nano an�� ia�tkraa t e�9iCHE N i2- a"- i ? F of L -----U LEVEL 2(WORK AREA) a 1818GSF M, LEVEL * - RENOVATIONS FIRST FLOOR PLAN 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 W W W.CAPEARCH ITECTS.COM f i I i I ---- -----� / i �` cavawrt nra,uM / � V ----MQ-- -------itiF� 1------- ---1 O � � M Kb � .•'H y I. i \ ��w r�-�.x,� amvra�wrc+cnenmeflnu I e.. ————————— — ---1 iswxm�ai:amL ( I �QYfWS .� —Sf.' M9G T0[LIVNQD� I P. LEVEL 2(WORK AREA) en rw ano� ,�r»..am EMM 1$3 GSF wumwn wmx eruv. LEVEL RENOVATIONS ATIONS SECOND FLOOR PLAN 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WW W.CAPEARCHITECTS.COM i Chapter 7 —Alterations Level 1: Section 701.1 Scope: Level 1 Alterations as described in Section 503 shall comply with the requirements of this chapter. Section 703.1 Fire Protection: Alterations shall be done in manner that maintains the level of fire protection provided. Section 704.1 Means of Egress: Alterations shall be done in manner that maintains the level of protection provided for the means of egress. Chapter 8 — Alterations Level 2: 801.1 Scope. Level 2 Alterations as described in Section 504 shall comply with the requirements of this Chapter. 801.2 Alteration Level 1 Compliance. In addition to the requirements of this chapter, all work shall comply with the requirements of Chapter 7. 804.1 Scope. The requirements of this section shall be limited to work areas in which Level 2 alterations are being performed, and where specified they shall apply throughout the floor on which the work areas are located or otherwise beyond the work area. 804.2 Automatic Sprinkler Systems. Automatic Sprinkler Systems shall be provided in accordance with the requirements of Sections 804.2.1 through 804.2.5. Installation requirements shall be in accordance with the International Building Code. 804.2.1 High Rise Buildings — Does not apply 804.2.2 Groups A— In buildings with occupancies in Group B work areas that have exits or corridors shared by more than one tenant, or that have exits or corridors serving an occupant load of greater than 30 shall be provided with automatic sprinkler protection where all of the following occur. • Note: Building has an existing Automatic Sprinkler System. 804.2.3 Windowless Stories. — Does not apply 804.2.4 Other required automatic sprinkler systems. In buildings and areas listed in Table 902.2.11 .6 of the International Building Code, work areas that have exits or corridors shared by more than one tenant or that have exits or corridors serving an occupant load greater than 30 shall be provided with an automatic sprinkler system. • Note: Building has existing sprinkler system. 804.4 Fire Alarm and Detection. An approved fire alarm system shall be installed in accordance with Sections 804.4.1 through 804.4.3. 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM An approved automatic fire detection system shall be installed in accordance with the provisions of this code and NFPA 72. Devices, combinations of devices, appliances, and equipment shall be approved. The automatic fire detectors shall be smoke detectors, except that an approved alternative type of detector shall be installed in spaces such as boiler rooms, where products of combustion are present during normal operation in sufficient quantity to actuate a smoke detector. 804.4.1 Occupancy Requirements. A fire alarm system shall be installed in accordance with Sections 804.4.1.1 through 804.4.1.7. Existing fire alarm-notification appliances shall be automatically activated throughout the building. Where the building is not equipped with a fire alarm system, alarm-notification appliances within the work area shall be provided and automatically activated. 804.4.2 Supplemental Fire Alarm System Requirements. Where the work area on any floor exceeds 50 percent of that floor area, Section 804.4.1 shall apply throughout the floor. Section 805.1 Means of Egress Scope. The requirements of this section shall be limited to work areas that include exits or corridors shared by more than one tenant within the work area in which Level 2 alterations are being performed, and where specified they shall apply throughout the floor on when the work areas are located or otherwise beyond the work area. • Note: Does not apply— there is a single user, not more than one tenant served by the work area. 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 0267S FAX 508-362-2828 WW W.CAPEARCHITECTS.COM 019. NII� Town of Barnstable Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/hyannismainstreet c Decision —Certificate of Appropriateness G Hyannis Harbor Tours Inc. 230 Ocean Street, Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable ::r,i Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District,hereby approvm—a Certificate of Appropriateness for the following property: Property Address: 230 Ocean Street,Hyannis Assessor's Map/Parcel: 326/069 The public hearing on this application was opened on August 7, 2019. After consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission reviewed whether the proposed renovations will appropriately contribute to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the design, color, size, location, and context of the proposed renovations and found the proposal to be appropriate for the protection and preservation of the district. Based on these findings, the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. North elevation: Eliminate double entry doors into octagonal wing and replace with casement and awning windows to match existing. 2. South elevation: Add main level window to east wing of building to match windows at 2"d floor above. 3. Add kitchen exhaust hood chimney to 2"d floor at west wing of building. 4. White cedar shingles to match existing with woven corners. 5. Applicant shall obtain any necessary permits from the Building Division before commencement of any work/installation. Present and voting in the affirmative on these findings were: Cheryl Powell, Taryn Thoman, Betsy Young, David Dumont,Jonathan Kanter and Cecelia Carey Opposed-None � �Qo-� ,c Cheryl Powell,Chair Date Hyannis Main Street Waterfront Historic District Commission cc: Applicant Building Commissioner File 1,Ann Quirk,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town.Clerk.,., Signed and sealed this 1 ` day of �1 ,under,\the pans and penalties of perjury. 2 Anr�Quirk,T6wn Clerk t 2 30 w` $ i �C . MAW •M Town of Barnstable Hyannis Main Street waterfront Historic District Commission www.town.barnstable.ma.us/HyannisMainStreet CERTIFICATE OF APPROPRIATENESS APPLICATION SUBMISSION REQUIREMENTS 0 Application—3 Copies Complete all sections and provide a detailed description of the proposal. 0 Supporting Materials—3 Copies N/A Samples Material samples for all changes to exterior materials. Color samples(paint chips)for changes to exterior colors. Manufacturer's specification sheets for fixtures;furniture,fences,etc. (Note: If samples are:too large to submit with the application,they may be brought to the hearing.) n Photographs. Include pictures of-the affected area. For new construction, redevelopment, rehabilitations,or additions: X❑ Plot Plan/Site Plan A plan showing all structures on the lot and all additions or changes. n Elevations Detailed elevations of all building facades, including dimensions and material specifications. N/A Landscape Plan Detailed plan showing types,sizes,and quantities of plant material. QX $75 Filing Fee The$75 fee must be submitted with the application. Checks should be made payable to the Town of Barnstable.We are'unable to accept credit/debitcards. IX Postage Stamps Contact the Planning&Development Dept.for the number of required'stamps. Stamps are required for abutter notification. IMPORTANT INFORMATION All decisions of the Commission are subject to a 20 day appeal period. Approved applications may picked up at 200 Main Street after the appeal period has ended. Please speak with staff for more information on the appeal period. Review the Historic District guidelines for information on recommended designs,materials, colors,etc. Providing all requested information with the application will prevent delays in processing and hearing your application. The applicant or representative must be present at the scheduled hearing;delays or denial may otherwise result. Approvals from the Historic Commission are required before you can apply to the Building Division for required permits. If you have any questions,please call the Planning & Development Department at (508) 862.4665 or contact Karen Herrand at karen.herrand(a.town.barnstable.ma.us Planning & Development Department 200 Main Street o Hyannis, MA - 02601 I . r �u Town of Barnstable Hyannis Main Street Waterfront Historic District Commission Application Certificate of Appropriateness Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L.Chapter40C,The Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for,: Assessor's Map No. 326 Parcel No. 06.9 Address of Proposed Work 230 Ocean Street Applicant Name Applicant Mailing Address Town/State/Zip Applicant Phone Number Applicant E-Mail Property Owner Name Hyannis Harbor Tours Inc. Owner Mailing Address 22 Channel Point Road . Town/State/Zip Hyannis, MA 02601 Owner Phone. Agent or Contractor Name Tim Sawyer, BLFR Architects Agent or Contractor.Address 203 Willow Street Town/State/ZipYarmouthport, MA 02675 Agent or Contractor Phone 508-362-8382 Agent or Contractor E-Mail tim(aD-capearchitects.com PROPOSED WORK Please check all categories that apply: Building Type: [9 Commercial ❑ Residential ❑Accessory 0 Other Work Proposed: 1. Building Construction: ❑ New Building ❑Addition ® Alteration 2. Exterior Alteration: El Windows ❑ Doors ❑ Siding ❑ Roof Other 3 Extehor.Painting 4. Signs: ❑ New sign ❑ Alteration to existing sign 5 Accessory Improvement: ❑ Fence ❑ Parking lot Outdoor Dining Awning/Canopy A P P R OV CD 6: Other. Kitchen exhaust chimney TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT Page 1 of 3 HISTORIC DISTRICT COMMISSION Hyannis Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only if new building construction or alterations. to an existing building are proposed'. Fill out all sections that are applicable to your project. Include materials, specifications, dimensions and/or colors to be used. FOUNDATION N/A SIDING TYPE Stained White Cedar to match existing COLOR Match existing CHIMNEY TYPE Stained White Cedar to match existing COLOR Match existing ROOF MATERIAL N/A COLOR ROOF PITCH N/A - DOORS N/A COLOR WINDOWS Casement and Awning to match existing COLOR Match existing SHUTTERS N/A COLOR TRIM Painted PVC to match existing COLOR Match existing GUTTERS N/A PATIO/PORCH/DECK N/A GARAGE DOORS N/A COLOR .OTHER APPROVED TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT Page 2 of 3 HISTORIC DISTRICT COMMISSION Hyannis 'Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal. Include a detailed description of changes to existing conditions, if applicable. • Describe proposed materials to be used,desired colors, manufacturer's specifications, etc. • In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet, if necessary. At North Elevation: Eliminate double entry doors into octagonal wing and replace with casement and awning windows to match existing. At South Elevation: Add main level window to east wing of building to match windows at 2nd floor above. Add kitchen exhaust hood chimney to 2nd floor at west wing of building. White cedar shingles to match existing with woven corners. Signed Applicant Agent' Date 7.22.2019 APPROVE AUb - 0 TOWN OF SAHNSTABLE HYANNIS MAIN ST'NATERFRONT Page 3 of 3 HISTORIC DISTRICT COfv1MISSION I x if ir v w, it 5 Fes.. v V 4, � t r P , d _ I a a � .. , _...��... ....�.-- .:.R.='..'^'�^'^'•.-,.�,-�..,�... '"'_"^•'wrt' '-- �- �-+.'fir`= � •-� _ q r #'m e y 71 u, r. ;'. A� -� ;. . ,�e;'ak +� '�` `gym a "" w y,w ti a • `..` r N r ( 1AV VT �!h fir. k x� ��r r•e'�� ti*(�r .. •'� � >fA . s 1V n iyy++ y ^ 'may r ti �`.t l� t j�• ��' IX <$` 4M" lay' �Zr `sV�W ',y,5ra `iJ"' .:y r t"..{ `. +y`v'6"r�h' t r;,y'�y„ � � Y< �k s' •:i.L" '°`'r . "'<y" ^' �sf '�'�'`a` _t a K`< .L_.j`' t��, '� c c IL a ��,�•�� 'ilE .��{t�M` y�r r�`:. :S"`�..''�o•- S....' �s-'3 f�\Y��':�.,`^ir�` ^'L�,C-' �•` .�' `� iE �s Ar •� ,>i- � i -tr^"J v ap �� .•G��. Y -Ill 411f, v„• why ,s ♦ s-•a,. .r'' .. 294''"'f' !a t `•. t �1� A•" -� r. ,� � ��iS+ Allvif'4' "idK�a* 4i,�d # • e , - '� .�t � „�3K t' i � •SIe� cr>� x S - • Y' � .�i�� `r� ..' r� rk14 �t"!' .c'. F Y ,z _...��`a v •_..�,�t ,� tr.t� Y,.n...• ,� ��. � � _ r;�. ` � --x� �_ � a ���. "s�✓+ s4��4.v-��:w RL ,. tY dr 'P� �d,.s �t V.. �� 4 '*•�.• �.a Tz 4 V 4 x. _.•-'^*CYf f s ���:- .:..:Kwwx ww,w.�a,ram•. ;,; :,.[ �. � �i - s '.�.N'�"` 'C <T*•_.N,'YK a • ,i'S'.x fry? . - �::: a=a. «;. � a��. _ �• I ..t� ,_'mot. _��' ' ...::.♦� ti.«a of#n:.s �� 't�L1%+P a' :#a�+. � -� � ,:in c. +!� .LLk. ,A - r 4 l. >.. 'y. ..E1! •� x »�9aR'�.: c `... ,A P' J .�am. "7€ _1�`°,.'K:a'y�.'! ,'y7 -.yx'W., 'fr ,..''y _ 7°..• .i e d .+ , € � m xr _ m m'r. 1" low F� 4 � 1 y� M� 4.; r A y 1 4� w � '•+r+i-'�c -�itrs. k^`'::.:—as:•-*- t .: r fiY"� ` „sr.rwu'+ `f�' ia.'�i r ¢. M UZI Pit r � � �u FJf t A + i� • 3 c+'y`�k'�'k: '� Wx .�.: -` �, � .; + � ' ��.-� ....rs• s.•wr,;as-• -��' ��� � � 4,i �� 't fie--. - _.} ,r�t i © II�IIIi� iRs HE Uiiiiii'� iI_IIL E�1 '—� �:!II ci � llgiil i IL�III• IIU I le Ilii IE.i =......... Ili.. — IIII nl...:� _ =1 � illlllllll I H i !,! II IIII 'ii_ ! I�L—•� . =nnnnn IMPRIM ;�Iltlllllle.- !11111 IIII' i I�m.uuum -� 'II°'1 / IllIMI-Ifill ==' rl(:::::a.. . I 111"'I 11 I�..'" '" Ullflllll 1�11?!€:!111111 ���:i�''''qq� � IIIIIIIIIIIII � � I;uuuuuu (IIII 'I •I ��'i l III -� ii III I l_IIfI�!_I III III 'C l� ID �i: Illulliii_ lilllp 1� g1l_ , Illlllliiiii I!�' �,111•........ELM 1 ;;;,y o,tlll 1.;.11111111111 11111 lid/ '- , y.= II�iM m '_ I I IIII . ■ III; I: !II ! �• � � IIIIIIII I I I 49 1�. £ O 4� �e APPROVED TOWN OF BARNST, r•,v,4 �, , ,,- s . i+' BLE HYANNIS MAIN ST ' HISTORIC DISTRICT COMMISSION ISTRICCOMMISSIION D AMENITIES BUILDING RENOVATIONS BROWN IW MGT FENUCCIO R RABER "m FOR ARCK TS.W- d HY-LINE CRUISES 230 OCEAN STREET' HYANNIS.MA BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 1 July 2008 Thomas Perry, Building Commissioner(Via Hand Delivery) - .. Town of Barnstable _ 200 Main Street Hyannis, MA 02601 c = r N RE: Progress Report No. Five (Substantial Completion)/ Ferry Terminal Improvements Building for Hy-Line Cruises, Ocean-Street;Hyanni�s ca r, .=0- Dear Mr. Perry: Since our last construction progress report submitted on April 28`", the following general work has been completed: ➢ All exterior finishes for the building have been completed ➢ All interior fit-up work is nearing completion and final inspections are in progress ➢ The elevator has been completed and signed off by the State Elevator Inspector ➢ New and patched finish driveways, hardscape and softscape work has been completed ➢ Exterior railings are nearing completion The work completed to date continues to be a n completed i good and workmanlike manner and p in general conformance with our construction documents. Attached please find Field Report No. 5 dated 5/9/08 as provided by our Consulting Structural Engineer, Alien & Major Associates, Inc. There were previously incomplete joist bridging, hardware connectors, shear wall blocking and floor-to-floor straps which have now been completed. Our team confirmed the proper installation of these items prior to the installation of any interior finishes. Our Consulting MEP Engineers from BER(Building Engineering Resources, Inc.) are conducting their final site inspections today and we will receive their Construction Completion Affidavits tomorrow. These will be submitted under separate cover along with the Architectural and Structural Affidavits. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 If you have any questions, please feel free to contact me at any time. LF Sincerely, c o a.� V L Richard P. Fenuccio Y = , MA President/Principal-in-charge TH Enc. Allen& Major Field Report#5 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer(BLUR Architects, Inc.) Brian Walsh(Allen& Major) Asst. Building Inspector Paul Roma RPF/ak IFIXIII ' y 1 3.u.,E1 V y,.sa- t. AJ O R ASSOC IATES, !NC. 100 Commerce Way, P.O.Box.2118 Wobum,MA 0 1888-0 118 -meld Tel: (781)935-6889 R% Fax:(781)935-2896 Client: BLFR Report Date: May 9, 2008 Project: Hy-Line i A&M Project#: 1203-19 Location: Hyannis, MA Contractor: BSI Weather: Light Rain Temperature.- 65 I Date of Site Visit: May 8,2008 Time: From: 1:30 pm To; 2:30 pm Present at Site: Pat(BSI) Brian Walsh(A&M) Reported by: Brian Walsh The following items from previous reports are outstanding or resolved as indicated: 3.2 First floor framing plan (Drawing S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On conventional framing, 1 line of bridging is required for each 8 feet of span per wood construction note#14 on drawing S0.2. [04-24-08]:Not complete as of this observation. [05d 8-08]: Observed complete. . 3.2.2 Framing clips and post hardware connections have not been installed as of this observation. (04-24-081: Observed joist clips,post caps and post bases installed. The drop beam anchors, Simpson HTSM16 have not been installed as of this observation. [05-08-08]:'Observed complete. 3.3 Second floor framing plan (Drawing S2.2): 3.3.3 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On engineered framing, 1 line of bridging is required at mid-span. [04-24-08]:Not complete as of this observation. j05-08-081: Observed complete. CI' 'I&struct,inal eng'icers ® €arid su.vcN ors ° envlronlI ILal COIISUlta.`as la dscape archAcc-s . �tii,-t:.a�let:erajc',r,corl ' 3.6 Second floor bracing (Drawing S3.2): 3.6.6 Floor to floor straps shown on this plan have not been installed as of this observation. [04-24-08]: Not complete as of this observation. [05-08-08]: Observed in progress see item 4.5 below., 4.1 Roof truss anchorage in the octagon roof must be installed on the primary girder truss and each girder truss bearing on a wall corner. See truss shop drawings for truss anchorage requirements. Each truss bearing on a wall corner is scheduled to get an H15 or H15-2 anchor depending on number of truss plys. On the 4-ply, primary girder truss the specified anchorage may be substituted with PHD-2 holdowns screwed into each side of the truss and corresponding inverted holdowns below the plate. B.Walsh reviewed this with Woody in the field. -'[05-08-08]:,The 4-ply trusses were anchored as described above. The H15 hangers could not be installed as intended at this stage of construction. As a result all girder trusses in the octagon roof will be anchored similar to the 4-ply girder except that only one connection per truss end is required. This was reviewed in the .field with Pat 4.2 At the first floor on drawing 53.1,the type 2 shear wall behind the elevator and parallel to the E line requires horizontal blocking and edge nailing of 4"o.c. along the horizontal seam. [05-08-08]: Observed complete. 4.3 The floor to floor strap shown on drawing S3.2 in the NE corner of the elevator is not installed. The exterior wail is finished at the exterior deck above. It was discussed that the exterior siding would be removed to install a PHD-2 holdown on the corner post above the deck floor. A threaded rod drilled down through the plate to an inverted PHD-2 holdown below the plate on the comer post at the first floor. [05-08-08]: Observed complete. 4.5 See item 3.6.4 above. Except as noted in 4.4,floor to floor straps outside of the octagon area are not installed at the specific wall end locations shown on drawing 53.2. It appears that most of these straps can be installed on the interior of the building with some additional cavity blocking. j05-08-081:None of the 4 required MST60 straps were installed in the stair well area. The northwest and southeast corners of the elevator shear walls require additional strapping per plan that is not yet complete. The north shear wall of the stair well is observed complete. The east wall of the building on grid line F is observed complete. The following was noted: 5.1 No new were reviewed, the purpose of this observation was to review outstanding.items above. 5.2 B.Walsh advised Pat to photograph all corrective work upon completion. B. Walsh will contact BLFR to determine'timing of next observation. BSI should not conceal any corrections until they are observed by either BLFR or A&M. The above items were reviewed with the project superintendent prior to my departure from the site. Brian A.Walsh,P.E. Project Manager Email: `,A'`;'<:lsh allenmaior,corrii 0 Paae 2 ❑ ❑-❑ ❑ BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 20 November 2007 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 ft RE: Progress Report No. ne/,Fer-ry Terminal-Improvements-Building for l Hy Line Cruises;` '3;Ocean.Street;_Hyannis,.MA'=7 Dear Mr. Perry: The construction phase of the subject project has been underway for several weeks now and this letter is submitted as our first Controlled Construction progress report. The following work has now been completed or is currently in progress: 1. All sheeting has been installed. The engineered and stamped sheeting design and calculations are attached for your records. 2. Dewatering is ongoing and expected to continue for about 3 more weeks. An EPA letter is attached for your records, approving the dewatering method. 3. Excavation within the sheeting has been completed and the stone and structural fill has been installed to get back up to footing depth. 4. Briggs Engineering & Testing, our Geotechnical consultant has been on site during sheeting installation, excavation and installation of backfill material in preparation for footings. His field reports are attached for your records. 5. Surveyors from CapeSury were on site Friday. November 16`" to pin the corners of the foundation in preparation for forming the footings and to assure compliance with the required yard setbacks. 6. Steel reinforcing bars for the footings are on-site and placement of the footings will be y occurring in the next few days 7. Steel shop drawings have been reviewed and approved by Allen& Major Inc, our consulting structural engineer and a copy is attached for your records. - w= The work completed to date has been completed in conformance with our construction documents, and in a good and workmanlike manner. r If you have any questions, please don't hesitate to contact me at any time. z Sincere 'y} Richard P. Fenuccio Principal-in-charge Enc. (1)Engineered and stamped sheeting design and Calculations (1) Approved steel shop drawings (1) Geotechnical field reports 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM SUMMIT GEOTECHNICAL JOB HYLINE TERMINAL(#140G) CONSULTANTS, INC. SHEET NO. r:(; OF 17 Waltham Street CALCULATED BY MMD DATE 10/22/07 Lexington, Massachusetts 02421 CHECKED BY DATE SCALE do V0 TEMPORARY EXCAVATION SUPPORT SUBMITTAL FOR THE PROP05ED HYUNE CRUISE TERMINAL HYANNI5, MA55ACHUSETT5 FOR UNITED RENTALS -TRENCH SAFETY, INC. BY SUMMIT GEOTECHNICAL CON5ULTANT5, INC. TABLE OF CONTENTS ITEM PAGE 1. TYPICAL SECTION 5K-I 2. NOTE5 NOTE5-1 THRU NOTE5-2 3. ATTACHMENTS - BORING LOCATION AND KEY PLAN - BORING LOGS 13-1 THROUGH 5-3 REVISION 0 - 10/22/07 COVER.)ds REV.0 'joB HYI INF TFRMINAL (#140G) SUMMIT GEOTECHNICAL SHEET NO. SK-I OF CONSULTANTS, INC. CALCULATED BY M.M.D. DATE 10-1 G-07 17 Waltham Street Lexington, Massachusetts 02421 CHECKED BY DATE SCALE AS NOTED D-3 EX15TING LEVEL GRADE I '-G" (MAX.) \• I FILL 5 4 FIDEROU5 I 10'-0" PEAT I (MAX,) I SZ 1 I 51 LTY I 5AND I 10 FIDEROUS I 8 PEAT BOTTOM Of EXCAVATION AND � I LLJ Lt- DEWATERED GROUNDWATER l LEVEL (SEE NOTE A.4.) o 15 4 49 GLACIAL I TILL 1 15'-0" I (MIN.) 20 55 I D.O.E. 25 f. LG. 5Z- 14.5, GK50 I 5TEEL SHEET PILING I 25 I TYPICAL 5ECTION 1/4"= 1 '-0" C� \I JOB HYLINE TERMINAL(#140G) SUMMIT GEOTECHNICAL SHEET NO. NOTE5-1 OF CONSULTANTS, INC. CALCULATED BY MMD DATE 10/15/07 17 Waltham Street CHECKED BY DATE Lexington, Massachusetts 02421 SCALE TEMOPARY EXCAVATION SUPPORT NOTES A. GENERAL NOTES I. CONFORM TO GENERAL NOTE5, CONSTRUCTION SEQUENCE* PROCEDURES AND ALL OTHER REQUIREMENTS OF THIS DE51GN SUBMITTAL UNLE55 OTHERWISE APPROVED BY SUMMIT GEOTECHNICAL CONSULTANTS, INC. THI5 SUBMITTAL 15 FOR THE EXCLUSIVE USE OF UNITED RENTALS—TRENCH SAFETY, INC. AND TO BE USED ONLY ON THE PROPOSED HYUNE CRUISE TERMINAL PROJECT IN HYANNIS, MA55ACHU5ETT5. 2. REPORT FIELD LOCATIONS IN PLAN AND ELEVATION OF UTILITIES, UTILITY STRUCTURES, VAULTS, ETC. WHICH MAY CONFLICT WITH OR 055TRUCT THE DE51GN LOCATION OF THE SHEET PILING 50 THAT THE DE51GN CAN BE MODIFIED ACCORDINGLY BY SUMMIT GEOTECHNICAL CONSULTANTS, INC. 3, THE SUBSURFACE CONDITIONS INDICATED IN THE TYPICAL SECTION ARE BASED ON BORING LOG 5-1 THROUGH 5-3 WHICH ARE UNDERSTOOD TO BE ADJACENT TO THE PROPOSED TEMPORARY EXCAVATION SUPPORT SYSTEM. REPORT CHANGES IN 5U55URFACE CONDITIONS, BASED ON THE 5TRATIGRAPHY INDICATED, 50 THAT THE EFFECTS ON THE TEMPORARY EXCAVATION SUPPORT 5Y5TEM CAN BE EVALUATED. 4. THI5 DE51GN SUBMITTAL A55UME5 THE FOLLOWING FOR DEWATERING: • DEWATERING WILL BE PROVIDED THAT WILL MAINTAIN THE GROUNDWATER LEVEL OUTSIDE OF THE EXCAVATION AT OR BELOW THE GROUNDWATER LEVEL INSIDE THE EXCAVATION. FOR THESE CA5E5, THE DE51GN SUBMITTAL A55UME5 NO GROUNDWATER PRESSURE ON THE SHEET PILING; AND, • DEWATERING ON THE INSIDE OF THE EXCAVATION SHALL BE AS REQUIRED TO MAINTAIN A DRY AND STABLE 5UBGRADE. ANY DEWATERING NECE55ARY SHALL BE AS NECE55ARY TO MEET THE ABOVE REQUIREMENTS AND SHALL BE DESIGNED BY OTHERS. 5. THE VERTICAL SURCHARGE LOAD BEHIND THE TEMPORARY EXCAVATION SUPPORT 5Y5TEM SHALL NOT EXCEED 300 PSF. 6. NO BUILDING OR STRUCTURE 5EN51TIVE TO VIBRATION OR MOVEMENT 5HALL BE LOCATED WITHIN 25 FEET OF THE PROPOSED TEMPORARY EXCAVATION SUPPORT SYSTEM. 7. PROVIDE RE5TRAINTS/17ALL PROTECTION AROUND THE TEMPORARY EXCAVATION SUPPORT 5Y5TEM AS REQUIRED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. JOB HYLINE TERMINAL(#140G) SUMMIT GEOTECHNICAL SHEET NO. NOTE5-2 OF CONSULTANTS, INC. CALCULATED BY MMD DATE 10/15/07 17 Waltham Street Lexington, Massachusetts 02421 CHECKED BY DATE SCALE B. MATERIALS I. SHEET PILING SHALL BE UN5PLICED 52-I 4.5 5ECTION5 OF THE LENGTHS INDICATED, OR EQUIVALENT, AND CONFORMING TO A5TM A572, GRADE 50. C. CONSTRUCTION SEQUENCE AND PROCEDURES I . VERIFY THE LOCATION AND NATURE OF THE UTILITIES BEHIND THE TEMPORARY EXCAVATION SUPPORT SYSTEM IN ACCORDANCE WITH NOTE A.2. 2. EXCAVATE LAYBACK 5LOPE5 AS REQUIRED. 3. INSTALL THE SHEET PILING TO THE DEPTHS INDICATED. 4. EXCAVATE TO FINAL SUBGRADE ELEVATION. 5. CONSTRUCT PROP05ED 57RUCTURE(5). G. BACKFILL TO FINISHED GRADE AS REQUIRED. 7. CUT THE SOLDIER PILES OFF AT THE REQUIRED DEPTH BELOW FINAL GRADE OR ALTERNATIVELY, EXTRACT THE SOLDIER PILES. SUMMIT GEOTECHNICAL JOB HYLINE TERMINAL(#140G) CONSULTANTS, INC. SHEET NO. A m OF 17 Waltham Street CALCULATED BY MMD DATE 10/22/07 Lexington, Massachusetts 02421 CHECKED BY DATE SCALE ATTACHMENT5 BORING LOCATION AND KEY PLAN BORING LOG5.5-1 THROUGH B-3 COVERxIs REV.0 �10/15/2007 08:45 FAX 781 849 7910 FEOEX/KINKO'S la 010/014 .....,�.�.._.._ _1._ I ..... .1..�,or..-...r.r.-,c.I. vr:v 1.ter c!r .c��t•.an�.m r. t�.9r1 OCEAN STREET S I �• � r•{-.� \�r,./�r % �; is r � .. tr' `a / n 33 {off � � I�.I, r'•,y.,°"1,�, II < Zt. •7I ,,r! Jr • •eC' -r '•y.eeUo.a f L ', _ ��} , _.•-�, EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN STREAT - HYANNIS•14A L`JG• NT) rEe-Y_ .._ BRIGGS ENGINEERING &TESTING [BiRtCG� tf,0 WEYMOUTH STREET.UNIT gi Number-and M�+ u.� _ ` � .�ROCKLANU:MASSACHUSETTS apprc.ximalc. RC1)E -1 luc::tit)n uf'7"c:;t r7rl. fly: (1v1f "C;aI.,E: NTS CT N 23 NO. 1�orir.r. GK'D RY: F'i.1S 'T[,ATE nCT.2005 FIG.NO_ qJ V 1 4/v 14 vnj" 0:="4Lm;prn P. oil CLIGNT BRIGOS EKZ;IfVj:-ERI1%[G& TUSTMF Able Soils-1,,arLh Tech, I'nc. BORING I ROCKLAND,MA Geotecbmical Services WELL PPOJECT HYLINE CRUISF-S Uncoln, R1 LOG 10 CHANNEL POINT RD, HYA kl".01 S-PEPRY WRING C/�-wa 15AM('LrA V4M:'W10K 1). GEI$SER NO- LINC-..:.-rA SHEET .1 IYPL" HSA ss f:L$I.CLN. 7.1) FT. OF ya?.F.it) ^TART SEPTE1-J18F-R 812006 FILE HAWiM wT. S 140 L.S. SEPTEMIBER NO. HA&Ak VAU A N0.Z7FH 17 BLOWW'r -11K M-NUTY CHAW-F ANOREMA)Mr. FEET VCN I e)N:AD IVC ORCONMST FEET I tr,21 vc'/24" ii-m-mlB CS 2fjY SILTY sAND ra-L.ric.,rmm GRAVEL, u..DFNnr-' LrrrLc sJu. rrw Flems"OF AspttALT, DAkJK BROWN.DRY G'--f 4-124- WET �- V,LCO!"r ("Ir WET FIREROUS PEAT,MAU, V.LOOSE TRACE, SITY CLAY.WET :1:rz4' tn-&-um 5.5 WF7 jair :ItW To ABOW�ACl M.Mwie Gft:rY SAND, F)C.MLE GRAVEL, TRAM' TO LJrr1X- wrILT. 1,fVV1T ZROWN TO ORANGE 11ROWN,WU Yv-14-20 s's —WET $;MLAR TO ARCNE PoLDENSE SMD,F I c.TRACE SILT. ;0_ G 2tv-= 'V!24' 1-71-"-Z3 SS WF-T LIC44T BROWN,WET DENM j 7 24-11261 =SfMf rS WF'T SIMILAR TO s,.6 V.f)jNc:e 26-T MTTOM OF BORING AT 26.0 FCrT NQTk. FF.- ELEVATION 10 SPEr. DOREViOLE COLLAKIM UPON M-MOVAL OF AUGERS BPPORF-WATER READING COULD PE TAKEN FAMM I MCMION I 1J7Ai'.1J(Ar1QN t1tMIANCL MN A G1Nu"50MA utMC;kvK0QNG 3.aut3jVaN I'A"%.W.Mv wm.:'DA ew.44.1 7 wwwALL IUM: Cxmaaa n—ea—v AT V-L94MMVRHM MUTON n4 V.q I— Al MICH t,-"ec"r"t.-.n- 3DL— A-4 W WA'wHUWfU- W.20 MM.Mr- '.«o MA.tM S*.r-ID MUTE: Lv&0mvvAry1*iu,uwaww&j�mdmRai f4" Lc WOW tf."Awwo wov W.6 bA-V,.ry rm", (,.M Vol cam 01M.I.I.Mm L IM U IZ/V 14 T 7,F r.- {21 P*O%."t':;.j. e4bpjj� L')l CLIENT BRIGGS EIV GINEERING&. TESTING AbIC SOils-Earth.Techjnc� BORING I ROCKLAND, MA Geote-chnicatl Services WELL PROJECT HYLINE CRUIISE-;s ljp.-()hi, RI LOG 10 CHANNEL POINT RD, YANNIS,MA. CRILLU; s.PERRY BORING c"14a !;p"rlLtR im'41LG'Tr'* D.GEISSL'R NO- 8_2 LR4C&;'-TA. SHEET I T11r _HSA SS J.L.L 7.0 FT. QF 1 ME ID 3.2b 1.375 SIEPTUASER 216,11006 RLE HAFAMFR WT. 140 LS. HNUI SEPTErVISER26,11006 30 IN. rA Mr�P � A NO. DUnff-K-AW-W It lyl—I mm=y WAME AN D P FJ"R b--- F= -PEN nN KAUl"'.0t OR Uxle.'=r FELT I CY-11 18`r,4' 13-7-9-9 Ss bRy MTY SAND FILL, tr I G.TRACE GRAVEL, M.DENSE LTT7Lff S&T, DARK BROWN,OW 6 2 lEr2f 0-12-11-12 'S WET M.DrN SILTY SAND,F/0.TWCE GRAVEL, LITTLk -.[LT,CROWN.WET ,.—.r 3 lfy'li 161.1e 7-:5-f-12 'c". WL'T SAND, F/M.TRACE SILT AND SHULS, woue 11 LrHT EMWK ZMATFIED.WET is 4 19-IT IV'Pf. 446-84Z &S WET U.DENSE 51L1Y SAND.F/K LrMe SILT, ucw GROWN,STRAMFIED,WET 10 5 27-27 VR;: 29-4b,50-77 w WET V,DENSE 22V BOTTOM OF BORING AT 22.0 FEET 20 NOTE: F.F.- ELEVATION 10 E19EY. WATER IS AT HrGH TIDE 30 Z IA-L lljwl -joli FFNE1 Knott R coLUIANA Routiudia a DEMME; 5:-;".n-1 rmv4 r-'lsjtNWjJ t ILIUC AT 4'r Ark-A Ztar AT Mir; Ll"*�y WY%49h mi4WO ft tm V-4D r".. wwwu )U-tW4 I�UIJ/014 411c,"41 p- Lim CLIENT 8RIGGS'ENGINP-E—RMb,1* TESTING able Soils-Earth Ttxit -no BORING I ROCKLAND,-MA Geotechnical Scrvi(x!� WELL PRWC-CT HYLINECRUISF-S U-colu, R1 LOG 10 CHANNEL Pc)tNT RD- HYANNIS,MA.--"'- 0rdl PERRY SORING, CASING LAMPLER CORC BARREL nytif,CCTQ9. D.GEISSER NO. 8-3 UNk a6rTA HSA SS OF 1 3.25 !;I'A$AT SEPTEMBER 26.2006 me "AtAER wT. —f4O LB, SEPTEMBER 2S,2006 NO. 06,19:3 HAM4,FALL 30 IN, A NO,ritir'MRAWGE ftrk;f I'L.,owwe -yy-pff- r)cwmy CHAWIr AND PLUAR0 Fva I PCN 5?NSAWAM OR COUC)ST MIET 0'-r 7024" 9-ft-M-13 MR DRY SX'TY "JM R LL.F I C,TRACE GRAVEL, M."Sc LrMf --UX.BLACK TO BROWN.DRY G z 5!-r %we SS WET SVI FIBERMC PEAT, BLACK, 7tilrz4l i544-9 S VJET 70r SOwz r I u SAW M.DUME I VLTY SAND.F/m,uTTIX!3LT7 FJLAdk.WEr,MW RMT Mwr= 2-rf.4" 2-4-4-18 SCS WET FIBEROUS PEAT. MACt(Ul'TLf;;F I K CAND SILTY SAND,f tc,LITTLE MT. TRACE GRAVEL LrUIT DROWN,WET 5-- IV-17 IAZr WET V.DENSC 28-77--73-27 rs WET SWILAR 70 ABOVE.NO GRAVEL V.DFNf.E BOTTOM OF BORING AT 2ZOSEFT 25_ NoTr. F.F.-ELEVATION 10 PEST. WAIV( rS AT HIGH TIDE FL'NLT MU Rt;f;;,fkwE COLUMN A D A k60MV71611t, T'AVJ WALL"F Wd A7 Af'TrR HIM= Wfp L.W. fqtbflb"TXw.MIC-0 AT AM- R n WM4 I-M moo W—mrft W-WA5"MW LL 0 MtL Uff 0".I&-b74 fmTc 10.46 Cblew i1%mtf UO.2001"A *A F504 UNY Nm- if-M%hdV MH lleNwd J SUMMIT GEOTECHNICAL JOB HYLINE TERMINAL (#140G) ` CONSULTANTS, INC. SHEET NO. — — 17 Waltham Street CALCULATED BY MMD DATE 10/22/07 Lexington, Massachusetts 02421 CHECKED BY DATE SCALE TEMPORARY EXCAVATION SUPPORT SUBMITTAL DESIGN CALCULATIONS FOR THE PROPOSED HYLINE CRUISE TERMINAL HYANNIS, MA55ACHU5ETT5 FOR UNITED RENTALS - TRENCH SAFETY, INC. BY SUMMIT GEOTECHNICAL CONSULTANTS, INC. FILE CON REE L REVISION 0 - 10/22/07 �ro a COVER.As CALC'S t Client: United Rentals-Trench Safety Site: Massachusetts Office. Attn: Jeff Surette Tel: 781.585.1700 Fax: 781.585.4949 +1.50 ftft �gOEM''" 4�^t;y r:k & �. ngi in OV V V V V V V Title: HyLine Cruise Terminal; �Lk Hyannis, Massachusetts 0.00 ft Designer. MMD _ M 4 ! Granular(30 Deg) Ref: 1406 Page: 1 4 Date: 10.15.07 Sheet: SZ 14.5 � Works: Temporary y � a �° aa !} k Rt Pressure: Rankine Analysis: Net Pressure FOS: 2.15 Toe Cantilever = � � v< p 3Maxlmum,. gtll3( .:t O 499.9 psf 10.00 ..` ❑ 30391.5 ftlb/ft 14.73 � '� ERNIE ! nm 10.00 w5aranular 10.00 ft be 1500 Vi 2 n I, wl El 25.00 ft 17 Waltham Street SU ortIT, v2.14� Lexington,Massachusetts 02421 pp - summit Geotechnical Consultants, Inc Fax781.274.6623 ®,ril:GTS7. .GTSoft Ltd. t.or • Fax:781.274.6624 M Tel/Fax+44(0)1292 477754 Erreil:GTS@GTSoR.org t3Vlaii:WWW.sunTritgeotech.com Web:www.GTSoft.org 6enletiNcol Canrull�rnic.Inc. Client: United Rentals Trench Safety Input Data Site: Massachusetts Office Depth Of Excavation= 10.00 ft Depth Of Active Water= 10.00 ft Water Density =62.43 pcf J Attn: Jeff Surette Tel: 781.585.1700 Surcharge= 0.0 psf Depth Of Passive Water= 10.00 ft Minimum Fluid Density = 31.82 pcf Fax: 781.585.4949 Soil Profile Title: Hy Line Cruise Terminal; Dep#h(ft) SotlName 7(Pcf) y (pcf) C(psfj Ca (Psfl �(°) :S(°) tSa Kac Kp K.pc Hyannis, Massachusetts 0.00 Granular(30 Deg.) 120.00 57.60 0.0 0.0 30.0 15.0 0.30 0.00 4.85 0.00 Designer. MMD 10.00 Granular(36 Deg.) 1130.00 67.60 0.0 0.0 36.0 18.0 0.25 0.00 7.90 0.00 Ref: 1406 Page: 2 Surcharges Date: 10.15.07 Foslt)on'(fl)1/ ith((t�`Ielgth(ft)3®eth(It) fi nR Magn t Typ r t tide e Sheet: SZ-14.5 2.00 20.00 +1.501 300.0 ps Strip Works: Temporary Pressure: Rankine Solution Analysis: Net Pressure Sheet FOS: 2.15 Sheet Namet : k E I f Z Allowed�m2x b A W Ups#and ;Toe Leng. Toe: Cantilever z SZ-14.5 3.04E+07 61.49 38400.0113.001 41550.4126.751 6.761 32.41 0.00 15.00 25.00 Maxima rill a#IMUI(R1t�1q Depth(ft Pressure 499.9psf 10.00 Bending Moment 30391.5ftlb/ft 14.73 Deflection 4.0 in 0.00 Shear Force 6857.3lb/ft 19.85 17 Waltham Street S U o rt I T, v2.14 • Lexington,Massachusetts 02421 Pp I Summit Geotedmical Consultants, Inc Tex:781.274.6623 ®199l:GTS,GTSoft Ltd. o.or • Fax:781.274.6624 Tel/Fac.44(0)1292 47T754 -. � ErteII:GTS(dGTSoR.org �t°tec rlml C°nlv7lealc.Ir,c. BMail:www.sunTntgeotech.com Web:-.GTSofl.org Client: United Rentals-Trench Safety Pressure(psf) x 103 Bending Moment(ftlb/ft) x 103 Site: Massachusetts Office -8 -7 -6 -5 -4 -3 -2 -1 0 1 -4 0 4 8 12 16 20 24 28 32 Attn: Jeff Surette 1 I 1 I I 1 I I 1 i I I 1 1 i 1 I I Tel: 781.585.1700 , , , I , i I Fax: 781.585.4949 i----j----i----�----j-----'----i----'---4 - --i i-- - --�----i----'----- ---a---- ----i---- 1 i 1 I I I I 1 I I 1 I 1 I 1 1 I I Title: HyLine Cruise Terminal; Hyannis, Massachusetts Y Designer MMD ,------, ----, , , � 1 -I---8 -iI -I - ----11-----I-- -_1-----'I-----'--__ [1_ Ret 1406 Page: 3 I I 1 1 I I I I I I I I I t 1 I Date: 10.15.07 1 ----1 ----r----r----r----I---- +-----I— 2 -----I r-- ----r----t ----r----1---- t---- --- I---- I I I 1 I I 1 1 1 I I 1 I I 1 I I Sheet: SZ-14.5 I I I I I I I I 1 — 1 I I 1 I 1 1 i Works: Temporary L----L----L----L----I----�- --�----J--46 ----J L- ---L----L---I-----I----J-----'----j --i Pressure: Rankine ' I I i I I I 1 I - i 1 I I 1 1 I 1 , I 1 I I I I 1 1 i I 1 1 1 1 1 Analysis: Net Pressure 1 1 1 1 1 1 I I i 1 I 1 I 1 1 I I FOS: 2.15 r----r----r---- ---,-----I---- ----�--�9 ---- I r-- ----r----r----i-- —,---- ---- ---- ----� Toe: Cantilever I I I Md �mum.>' 7s ' ---- ----'-----r-----'-----I----------1--24 ---- + ' -- ---� ---- ----I-----'---- ---- +----a---- 1 I I I .0 499.9 psf 10.00 ❑ 30391.5 ftlb/ft 14.73 6857.31b/ft 19.85 ---------'-----' ---------------- - I I I -----28 ---- i-- ------L----L----------------------------- O • 4.0 in 0.00 d(ft) d(ft) Deflection(in) Shear Force(lb/ft) x 103 0 1 2 3 4 5 -8 -6 -4 -2 0 2 4 6 I I I I 4 --------I---------'------- -------- '-------- '------a------'------+ ----4 --- --I------' -----a I 1 I i I I I 1 1 I I _____—__------ I 1 I I 1 t I I I I I 1 I 12 ------ -I----------------- i--------1--------t r-----t------------r---12 ------i----- r------ I 1 I I I 1 1 I I 1 I I I i t 1 I i I 1 1 1 1 I I I 16 -------I-------- --------I--------I-------- '------ ------'-- -16 ------------�------' I 1 i I I I I --�-- I I 20 1 1 1 I I I I 1 i 1 I --------1 1 I 1 I I I I I ----- i I I I I 1 I 4 I I I I I I I 1 I I I I I I I I 24----------L--------I-------- '-------- '--------� L----- '------'---- L---24 ------I------ ---� 1 I I I I I I I I 1 I 1 1 I I 1 1 I I I i 1 I 1 I 28 ________I--------I--------I--------I___—_--_I ' _—_—_�___--_I__ I • d(ft) ------ d(ft) 17 altham Street Lexington,on,Massachusetts 02421 SupportIT, v2.14 - Summit Geotechnical Consultants, Inc-Fax:Tel:781.274.6623 ®1mil:G 07,S@GSOft Ltd. aft.or 781.274.6624 Tel/Fax.44 t0>1292477754 Emil:GTS(�GTsoft.org 4rarcx5e6t�t fnn�•]tc i,.Irr. BVlail:www.sunmitgeotech.com web~.GTSoft.org Client: United Rentals-Trench Safety Site: Massachusetts Office depth P M D depth P M D ! F. depth P M D;:: F Attn: Jeff Surette (ftj (Ibffr) bft) Tel: 781.585.1700 _ {'00 142.1 0.0 4.0 3.0 8 1 467.8 11254.1 1.6 3065.2 #16181 -3165.7 27100.3 0.1 -4480.3 Fax: 781.585.4949 0 22 173.7 3.6 3.9 36.5 =6�63 472.3 11965.4 1.6 3173.0 k170 -3274.9 26475.4 0.1 -4797.6 Title: HyLine Cruise Terminal; 0 199.3 16.3 3.9 79 6 28$5 476.4 12633.4 1.5 3271 9 t 1f 26 -3394.9 25740.2 0.1 -5120.3 Hyannis, Massachusetts 0r66 220.5 36.9 3.8 123.6 07 IN iHR 481.0 13392.0 1.5 3381.6 48 -3504.0 25031.8 0.1 -5389.7 Designer. MMD "8.8' 241.0 70.5 3.8 176 7 "!9 29 485.6 14175.8 1.4 3492.4 1 WO -3624.0 24212.1 0.1 -5659.9 Ref 1406 " Page: 4 %1 11, 258.8 116.8 3.7 234.2 ,` 951' 489.9 14910.4 1.4 3594.1 -3743.9 23354.2 0.1 -5902.E 1.33 273.2 170.6 3.6 289.8 9r73 494.7 15742.9 1.3 3706.9 1841;4 -3852.9 22544.4 0.1 6099.4 Date: 10.15.07 1 65 287.4 243.4 3.6 354.2 ,9M 499.0 16522.2 1.3 3810.5 Allr 1 36; -3972.8 21624.7 0.0 -6289.7 Sheet: SZ 14.5 4 , 340.2 17403.1 1.2 3905.1 1$5$' -4092.6 20678.5 0.0 -6452.4 Works: Temporary 299.1 322.E 3.5 415.4 101 r$ r3 1 J9 310.8 424.7 3.4 485.5 10 40 218.4 18302.0 1.1 3967.8 g:j -4201.5 19798.9 0.0 -6576.6 Pressure: Rankine Analysis: Net Pressure 2'2. 321.5 543.1 3.4 558 0 i10 62 107.8 19129.3 1.1 4000.7 (33 4321.2 18813.7 0.0 -6687.0 FOS: 2.15 24;3' 330.4 665.2 3.3 626.0 ` 10$4 -13.9 20044.5 1.0 40104 )925 -4430.1 17905.2 0.0 -6763.5 Toe: Cantilever s 2 565 339.3 816.2 3.2 702 9 1 F 06 -124.4 20876.3 1.0 3997 1 ;1947,: -4549.8 16895.7 0.0 -6821.5 i- 2 88' 347.6 984.8 3.2 781 7 m z dit 28 -246.0 21785.5 0.9 3955 9 19 fig -4669.4 15879.5 0.0 6852.1 =10 354.6 1154.0 3.1 854 9 11 rSC -367.4 22682.3 0.9 388E 9 ;1991 -4778.2 14953.2 0.0 6856.1 3Z 361.7 1357.7 3.1 937 1 ,11,73 -477.8 23481.6 0.9 3800.0 0 13 .4897.8 13935.3 0.0 -6834.3 + 3 5 367.8 1559.4 3.0 1013.1 Ilk 1 i9 -599.1 24337.3 0.8 3677.9 ' 20 35, -5006.5 13014.3 0.0 -6790.7 374.0 1799.5 2.9 1098.2 12 IN -720.4 25162.3 0.8 3527.9 '220 58 -5126.0 12009.7 0.0 -6716.7 � , 98 380.0 2059.3 2.9 1184 7 2 39; -830.6.25880.1 0.7 3367.50 80 -5245.E 11017.9 0.0 -6615.2 4�20` 385.1 2312.7 2.8 1264 4 t2 61 -951.7 26628.7 0.7 3164.6 b" 21 Q2 -5354.2 10130.9 0.0 -6499.2 442 390.4 2610.7 2.7 1353 3 � 8�3 -1061.8 27266.E 0.6 295E 0 a21 24 -5473.7 9175.0 0.0 -6345.4 4 65 395.5 2929.1 2.7 1443 535 -1182.8 27915.7 0.6 2700 1 'y 21k40 -5593.1 8243.8 0.0 G164.3 - -1303.7 28503.4 0.6 44 - 400.0 3236.5 2.6 152E 4 16.4 -5701.7 7422.1 0.0 -5975.9 I 5 09 404.8 3594.? 2.5 1618.6 �-3 50, -1413.6 28979.2 0.5 2134.5 ;21 0 -5821.1 6549.3 0.0 -5742.5 5�3 409.0 3938.7 2.5 1703 5Ij 13�72' -1534.4 29432.3 0.5 1797 9 22�2 -5929.E 5787.5 0.0 -5506.E 53' 413.E 4337.5 2.4 1797.8 394 -1655.2 29805.E 0.5 1433.7 ;226 6049.0 4988.0 0.0 -5221.0 ���16� , , 5 75 418.0 4758.0 2.4 1893.1 4 4 -1765.0 30070.5 0.4 1078.6 22 57 6168.3 4232.9 0.0 4908.1 5 97 422.0 5159.2 2.3 .1980 6 4 S 1885.6 30274.1 0.4 661 6 2 79 6276.8 3588.2 0.0 -4599.9 6 19'', 426.3 5621.E 2.2 2077.9 6d -1995.2 30374.1 0.4 258.4 ?3 01 6396.1 2928.9 0.0 4234.7 430.2 6061.3 2.2 2167.1 , 'C4 -2115.8 30384.0 0.3 -276 5 6515.4 2325.E 0.0 -3842.2 6 6d? 434.5 6566.6 2.1 2266.31115iO4 -2236.3 30302.8 0.3 864 8 23 4r% 6623.8 1829.4 0.0 -3461.7 6$6 438.7 7094.5 2.1 2366.3 �.1I -2345.8 30154.E 0.3 -1375 6 23 67 6743.0 1344.E 0.0 -3017.0 08' 442.6 7594.4 2.0 2458.2 1'S 4J -2466.2 29913.7 0.3 -1911 1 23 89 6851.4 962.7 0.0 -2589.1 7 30 446.8 8166.4 1.9 2560 175'71'; -2575.E 29627.1 0.2 -2374 1 24 12 6970.6 611.1 0.0 -2092.3 752, 451.1 8761.7 1.9 2663.1 15 93 -2695.9 29241.2 0.2 -2857 0 24 34 -7089.8 335.2 0.0 -1568.1 7 74 455.0 9323.5 1.8 2757.5 96 135 -2816.2 28785.5 0.2 -3312 3 2d 56 -7198.2 153.5 0.0 -1067.9 7.96I 459.4 9964.1 1.8 2862 3 1. 16 37 -2925.4 28314.0 0.2 -3702 4 �4'78 -7317.3 33.4 0.0 -491.6 8 19 463.4 10567.4 1.7 2958.5 16.59 -3045.E 27736.2 0.1 4105 1 25 00 -7414.8 0.0 0.0 0.0 17 Waltham street p,, i - I - • Lexington,Mssachusets 02421 SUpp ortlT, �. : 1.274.6623 ®; : gi>; g 4m�Summit Geotechnical Consultants Inc. Fax:781.274.6624 Emil:GTS@GT5o4.org 4ratex'r..3ca1 ionratroal�.ir:c. / 6u1ai1:www.sunTritgeotech.comN Web:w .GTSofl.org Client: United Rentals-Trench Safety Active Soil Passive Soil Active Water Passive Water Site: Massachusetts Office Pressure(psf) x 102 Pressure(psf) x 103 Pressure(psf) x 102 Pressure(psf) _ x 102 Attn: Jeff Surette 0 s _g 0 10 -10 0 J1, , , , , y - 1 Tel: 781.585.1700 I I I I I I I I 1 1 I 1 I 1 1 I I 1 I I I I I I I I I I I I 1 f 1 I I Fax: 781.585.4949 Title: HY LineCruiseTerminal; 4 --t- -I---t---I---r--1 r-i--i--r-t--1--r-f-{4 4 -r-r-t--s-+-i-�-1-y-1 r-r-�-+-r-+-t--r-i-y--+4 I I 1 I I I I I 1 I I 1 I ! I 1 I 1 I I I I I I I 1 I I I f 1 1 I I Hyannis, Massachusetts 1 1 ' I I ' 1 ' ' ' ' ' ' ' f I I I I 1 I I I Designer. MMD g _-1___L__ ___I___L__J L_1_J__L_1_J__1__L_1$ 8 _L_L_L_L_1_1_1_J_J_J Ref 1406 I I 1 1 I I 1 I 1 1 I I I 1 1 1 I I I I I 1 I I 1 I 1 1 1 I I I I 1 I Page: 5 Date: 10.15.07 12 ' -'---� - ---�-- I 1 I I I I I 1 I I I I I I I I 1 I I I I I I I I 1 2 Sheet: SZ 14.5 r+1I'1II II1ttI 6- IWorks: Temporary ry r I --r- -T......... n-1-1-16 -- T6 16 -r-r- I I1I Pressure: Rankine Analysis: Net Pressure +-- 4- - t-20 4 4-4-4-20 20 4 FOS: 2.15 20 --+--- Toe: Cantilever __L_1 � L L 1124 _ L _�__L_ 4 2L 1 1 I I I I 1 I I I I I I I 1 I I I I t 1 1 I I 1 I I 1 I 1 28 ' I I 1 I _- --1 - $ 28 -------------- d(ft) Min. Fluid Surcharge Custom Slope Net Pressure(psf) x 102 Pressure(psf) x 10 Pressure(psf) x 10 Pressure(psf) x 103 0 16 0 16 0 10 -8 0 1 1 1 1 1 I 1 1 1 I I I I 1 I I I I I I 1 1 I I I I 1 I I 1 I 1 I 1 t 1 4 - t--t- I--t--r-�--r- i 4 -1--r- 1--t--r-t-- -y 4 -r-r-t-r-+-t-t- t- - 1 r-r-1--t -r- --1--t 1 I 1 1 1 1 1 I I I 1 I I I 1 1 I I I 1 I I 1 ! I 1 I ! I I 1 I I I 1 I I 1 I 1 1 I I I I I I I I 1 1 I I I f 1 I 1 I I I I I I I I I 1 1 1 1 1 I I 1 I I I I I I I 1 1 I I I 1 1 I I I I I I t f I I 1 1 8 _J__L_J__1__L_J__L_J 8 _J__L_J__1--L 1__L_-1 8 L_L_J__L-L-J__I-_L8 _1 1 I I I I 1 I I I I I 1 I I I I I I 1 I I 1 1 I f 1 1 I I I I I 1 I I 1 1 I 1 1 1 I I I I I 1 I 1 I I 1 I I I 1 1 I I I 1 I I I I I I I 1 I I I I 1 1 I I I I I 1 I 1 1 1 1 I I 1 1 I 1 I t I I I 1 1 I I I 12 ' I 1 1 I �_ - 12 I I I I �__�- 12 -------- I I 1 I 1 1 I I I 1 i 1 1 1 I I I I 1 1 1 I I 1 1 I I I I I 1 I 1 1 I I 1 I I I I 1 I I I 1 I I I I 1 1 I I I 1 I 1 I I I I I I t I 1 I I 1 I I I I I I I I I I I 1 I 1 16 --I--r--1--r--r-y--r-7 16 --I--r -1--t--r- r--r--1 16---r r-r-t--t--r--1--1- I -r-r16 - I I I I I I I I I I I I I I I 1 I I 1 1 I I I I I I I I I I I I I I 1 I I I I I 1 I 1 ( I 1 1 1 1 I I I I 1 I I I 1 1 1 I I 1 20 - --+-a--a--'--+--�- + 20 - t- + - '--;--� +_ t - t 20 -� + L + 4-.,_�-a_a- + �--'--EOf - I 1 I I I I I I I I 1 1 1 I 1 I I 1 I I I I 1 1 I I f I I I I f I 24 I I I I I 1 _f _ _ _�- --'--'--'--L- _ ---------------- ----------- I I 1 I I I � I 24 1 I 1 1 I I 1 I 4 I I I I I I 1 I 1 I 1 I 1 I I I I I I I 1 I 1 ( I I I I I 1 I 1 I I 1 28 I I 1 I I I I 1 1 ! ( I 1 I 1 I I I 1 1 1 I 1 I I I I I --- 28 -------------'-------- 28 -------------------- ------ -------2 -'- d(ft) d(ft) d(ft) d(ft) 17 WafthamStreet SU ortIT, V2.1, Fl . Lexington,Massachusetts 02421 pp Summit Geotechnical Consultants, Inc Tel:781.274.6623 01�� �•GTScRt.d •Fax:781.274.6624 Tel�az+44(o)12924m54 Eneil:GTS@GTSoR.org v H HNail:www.sumTitgeotech.com w>;b:v .GTSoR.og �r4t et',ad rol.4 n[+it tcri l.I n<. Client: United Rentals-Trench Safety Site: Massachusetts Office Attn: Jeff Surette Tel: 781.585.1700 Fax: 781.585.4949 Title: HyLine Cruise Terminal; Hyannis, Massachusetts Designer: MMD Ref. 1406 Page: 6 Date: 10.15.07 Sheet: SZ 14.5 Works: Temporary Pressure: Rankine Analysis: Net Pressure Toe: Cantilever L • In 17Lexington, SupportIT, v2. 1 ,Massachusetts 02421 Tel:781.274.6623 ® SGft Ltd. Summit Geotechnical Consultants c Fax:781.274.6624 Tl/Fmc+44(0)124M54 .MN� ffiirrEmil:GTS@GTSoft.org ImIt6niol(onwIfr ls. lr:c. 9Vail:www.summitgeotech.com Web:wvw+GTSoft.org Client: United Rentals=Trench Safety Design Report Site: Massachusetts Office Attn: Jeff Surette 1. Surcharge is 0.0psf. The Piling Handbook recommends a minimum surcharge of 200.Opsf. Tel: 781.585.1700 Fax: 781.585.4949 2. Maximum bending moment= 30391.5ft1b/ft and f= 38400.Opsi. MIMIMUM required sheet section modulus is Z= 9.51in3/ft(= M/0. Sheet section Title: HyLine Cruise Terminal; modulus in this design is Z= 13.00in3/ft, and is satisfactory. Hyannis, Massachusetts 3. FOS =2.15(Net Pressure) Designer. MMD This is the factor of safety against rotation about the toe. Ref: 1406 The FOS can be changed using'Defined FOS'or'Manual'in the'Wall'page. Page: 7 Date: 10.15.07 Sheet: SZ 14.5 Works: Temporary Pressure: Rankine Analysis: Net Pressure FOS: 2.15 Toe: Cantile\er 17 Waltham Street Lexington,Massachusetts 02421 Supportl.T, �2.14 Summit Geotechnical Consultants, ex:781.274.6623 ®7997.7" M.GTSoRLM. a, ,® Inc*•Fax:781.274.6624 � WF!x.44(o)12g24Tme4 Erteil:GTSTS@GTSoft.mg Sra�ecia+cal fomvllaah.inc. Bvlail:www.sunTritgeotech.com Web:~.GTSoft.mg C® F® HASTINGS COMPANY, INC. 14 High Street Plainville, MA 02762 Phone(508)-643-3500 Fax (508)643-3503 hastingsco@.comcast.com November 8,2007 Mr. Chris Raye 135 Southbridge Street Auburn, MA 04501 Re; Hy-Line Ferry Terminal Dear Chris The dewatering system which we have constructed at the Hy-Line Ferry Terminal utilizes filtration screens on the intake side of the pump. Siltation screening is being done by means of a very fine stainless steel mesh wrapped around the intake. I will provide you with a sample of the stainless steel mesh. Please note that this is in accordance with our permit with the EPA. (Courtesy copy enclosed). You will note that grab sampling is being done and tested for TSS. These results are being provided to the EPA and we would be glad to provide these same results to the local Conservation Agent. Resp lively Submitted, P Su . n Hastings, Pre ident SH/im s ;w 10�teos 'S,, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY A y2 Region 1 1 Congress Street, Suite 1 100 PROS�G BOSTON MA 02114-2023 T'qC Certified Mail -Return Receipt Requested September 21, 2007 Mr. Keith Hastings C.F. Hastings Co., Inc. 14 High Street Plainville, MA 02762 RE: NPDES General Permit No. MAG070312 (Hy-Line Ferry, Hyannis) Dear Mr. Hastings: Your request for a general permit for coverage.of construction dewatering associated with water filtration on behalf of your client,the Hy-Line Ferry in Hyannis, MA, is approved. Enclosed is a copy of the National Pollutant Discharge Elimination System(NPDES)General Permit, issued pursuant to the Clean Water Act(the "Act"), as amended. This discharge is covered under this General Permit effective as of the date this letter. The General Permit was published in the Federal Register,Vol. 67,No. 184 September 23 2002 This discharge is to Hyannis Inner Harbor, a Class SB waterbody in the area of the discharge. Please note that the limits and requirements outlined in MassDEP's letter of September 19, 2007 must be followed. Also, this construction dewatering_general permit expires on September 23 2007, however as this permit is being authorized for this project a few days before the expiration date of the permit, it will be considered administratively continued until you noti EPA and MassDEP of a termination date for the project Any discharges not covered by a NPDES permit would violate§301(a)of the Act, and would render you subject to the civil and/or criminal enforcement provisions of§309 of the Act. Also enclosed is a supply of Discharge Monitoring Report(DMR)forms to be used per your NPDES General Permit. This form is to be used to enter the facility data, reporting requirements and reported data for each month. If more than one page per reporting cycle is used,please enter all repetitious.data, such as facility name, address, NPDES number, outfall and limits on each page. These forms can be copied for each monitoring period and then the reported data can be entered and kept on site as required by the dewatering General Permit. Please refer to your permit(the federal register) for specific monitoring requirements. Notification of project completion should be made to Olga Vergara, U.S. EPA One Congress Street, Municipal Assistance Unit (CMU) Boston MA 02114 2023 If there is any discharge for which contaminated wastewater is present and the need for a Remediation General Permit(RGP)may be necessary,please contact Victor Alvarez of our office. He can be reached at(617) 918-1572. Your General Permit Number is indicated above and should be referenced on all correspondence. Should you have any questions relative to the General Permit program do not hesitate to contact Olga Vergara, of my staff. She can be reached at 617-918-1519. Sincerely, Anthony V. De;alma, Manager g Municipal Assistance Unit Office of Ecosystem Protection Enclosure cc: R. Kubit, MA DEP Hy-Line Ferry, Hyannis, MA NATIONAL POLLUTANT OISCNAROE ELIMINATION SYSTEM Facility or discharge location DIKNARGE MONITORING REPORT Forin Approrod ' orrs Ivo. larl•la!Gaye Name Street see INSTRUCTIONS on back City State Zi Remarks / p code Telephone number (including area code) I:•n 1«In nT•uI P-1. PERMIT NUMMER. OIS - - Ito•711 447491 I7e•771 Ile.7T1 1!1•i71 ItA•71 REPORTING PERIOD; FROM t0 V[AR MO OAY YEAR MO DAY 177.771 (l ead enly) QUANTITY To donly) e4•671 Ie7•7e0 PARAMETER Ie7•S71 S 11 - I77•u Ie7.en CONCENTRATION a FR[OU[NOV uMPL4 7 awl MINIMUM AVERAGE MAXIMUM UNITS NO' MINIMUM AVERAGE OF [X MAXIMUM UNITS ek' ANALYSIS TVP[ REPORTED PERMIT ! C ON DI I ::{•: T ON REPORTED PERMIT .'.Vi.:•i.'.:'.:. CO .1.....•... O REPORTED PERMIT CO 1 •1• N • •0 H REPORTED PERMIT CONDI TION ON :'t.• ..1 REPORTED PERMIT CONO 1 IT ON REPORTED �... • PEgM17 •i'1'i•i:i:�'i.'.' CO NDITION 710N ' RHP OR760 '•'1•� •�.�.� PERMIT . �:1:• C TI O N REPORTED PERMIT O _ C TON I '�i'� NAME OF PR INCIPAL I NCIP A F L EXECUTIVE OFICER ••TITLE•OP•THE OFFICER ••OAT! codify that/am familiar RiM the Infomleflon Confalned In this =port end f1E1 fo the"of of my Anowlodgo End bollot'iacA lnfor� LAST FIRST - MI �•" TITLE - ma I../!t. Completo,and accurate. SIGNATURE OF PRINCIPAL EXECUTIVE V EAR MO DAY OFFICER OR AUTHORIEEa AGENT � ENOV-19-2007 13:28 Briggs Engereering P.01 Max F3RlGGS Briggs Engineering & Testing A DIVIJ7!)N oI"Pk Asso(:IATh3,INC. 11/19/07 Total Pages including cover f l� FAX TO Tim Sawyer phone 508 362-8382 x17 FAX 508 362-2828 FROM BRIGGS DAVE GEISSER office 781-871-6040 cell 781 603-9247 To follow,.. Geotechnical field reports for HiLine Cruse Terminal Improvements, Ocean & Channel Point, Hyannis, MA. Please call me if you have any questions... Dave Geisser Also please visit our website at www-briggsengineering.com — -- - --- ._... - -- www.briggienginecriiig.com .........---._._... ....... 100 Weymouth Street- Unit B-1 56 Roland StreeL- Suite 102-1 100 Pound Road Rockland,MA 02370 Boston,MA 02129 Cumberland, R102864 Phone(781) 871-6040-Fax(781) 871-7982 Phone(617)666-6040 Phone(401)658-2990-nix(401)658-2977 NOV-19-2007 13:28 Briggs Engereering P.02 _M` A% _ RIGGS Briggs Engineering & 'besting w• 1...... A nivision of PK A.CsfR.'mm.INS. November 11, 2007 Project No. 23359 Brown, Lindquist, Fenuccio & Raber Architects, Inc. c/o Tim Sawyer 203 Willow Street, Suite A Yarmouth.port, MA 02675 RE: Geotechnical Site Visit 11/9/07 Proposed Building 230 Ocean Street, Hyannis, MA At the request of the addressee, the undersigned Geotechnical Engineer visited the subject site, observed ongoing foundation excavations, reviewed plans and specifications and prepared this report detailing findings and conclusions. Contract Documents Plan S-0.2 lists the required soil bearing at 1500 pounds per square foot (psf), and references Briggs' Geotechnical Report. The report lists the allowable soil bearing pressure as 1500 psf based on the three test borings accomplished around the proposed building perimeter. Dewatering and Excavation Support Steel sheet-pilings were driven through overburden soils into the sandy subgrade around the perimeter of the proposed building at least ten feet outside the proposed foundations. A well point system was constructed outside the sheeting to dewater the proposed excavation that will extend about 12 feet below existing grades based on the test borings. The system was dewatering the excavation at the time of Briggs' visit at 9.30 A.M. Excavation The east one-third of the excavation had been completed prior to and during the site visit. Peat and organic soils and fill were excavated to the surface of the inorganic sands and silty sands identified in the Geotechnical Report. The sands and silty sands were at elevation 0 to -4 feet. The footing grade is elev. 1. Thus as much as 5 feet of fill will be required to __,._.. ------ __ ..----.�.�----.. www_1�ri1;y7�enyirxer,.ri►i�.c<►e�� •---- --.......-•-------•---- ..__----......_..-------- IOU Weymouth Street - Unit B-1 .56 Roland street - Suite 102-1 100 found Rota! Rockland,MA 02370 Boston,MA 02129 Cumberland, RI 02864 Phonc(781) 871-6040- Fax (791) 871-7952 Phone (6I7)606-6040 Pone.('40I)658-2990-Fax (401) 658-2977 NOV-19-2007 13:28 Briggs Engereering P.03 t Proposed Building,230 Ocean Street,flywinis,MA. Pate 2 of 2 November 9,2007 Site Visit reach footing grades. Soil at the base of excavation was soft due to water movement and equipment travel and will require dewatering and deeper excavation. Defer to the attached Sketch for approximate locations. If you have any questions, please do not hesitate to contact us at your convenience. 'Very truly yours, Briggs Enpleering & Testing AavidW. Geisser t Engineer r DWG:dg Attachments NOV-19-2007 13:28 Briggs Engereering P.04 OCEAN STREET I V � �4 t1 to F/G L- ,�'a/4--S 0 EX 0446V ,' L.� f Z v �z d g �•� �----•�- � /eS 7 s � S, o. n 5 z � �. yA -r �O r� 7 A7 0 ��--�-� - EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN$TREAT - HYANNIS. MA I1FGEND i BRIGGS ENGINEERING & TESTING G.. F3RIGGS 100 WEYMOUTH STREET, UNIT B1 Dumber end apapproximate �� ROCKLANO, MASSACHUSETTS B-1 location of Test DA. 13Y; 7DWG SCALE: N'rS PROJECT NO: 23359 By, PMS DATE: 49tZ9. IG. NO. I N©V-19-2007 13:28 Briggs Engereering P.05 /.&2hb Briggs Fjigineering &. Testing A Divatim ev PK nssocm'n..•s.bvc•, November 19, 2007 Project No. 23359 Brown, Lindquist, Fenuccio & Raber Architects, Inc. c/o Tim Sawyer 203 Willow Street, Suite A Yarmouthport, MA 02675 RE: Geotechnical Site Visit 11/13/07 Proposed Building 230 Ocean Street, Hyannis, MA At the request of the addressee, the undersigned Geotechnical Engineer visited the subject site, continued observed ongoing foundation excavations and backfilling and prepared this report detailing findings and conclusions. Dewatering and Excavation Support Dewatering around steel sheet-pilings continued today via the well point system supplemented by sump pumping inside the excavation. The system failed during the day and sumping inside the excavation was continuous. Excavation The excavation continued westward today through the peat and organic soils and fill to the surface of the inorganic sands and silty sands identified in the Geotechnical Report. The sands and silty sands were at elevation 0 to -4 feet, sloping down to the north. The footing grade is elev. 1. Thus as much as 5 feet of fill will be required to reach footing grades. Soft, wet soil at the base of excavation was excavated about 6 inches deep to firm subgrade. Refer to the attached sketch for approximate locations. Backfilling The north (deeper) end of the excavation was covered with filter fabric and an initial one to two-foot thick layer of crushed stone. No compaction was accomplished except by the bulldozer tracking. --- ----- -- --•-- — www_br•ig�scr�gir�ecri���.cc►t4� _—__..__.._ ........----_-•--- — -•--.. 100 Weymouth Sweet- Unit B-1 56 Roland Street- Suite 102-1 100 POUnd Road Rockland, MA 02370 Tioston.MA 02129 Cumberland,RI 02864 Phone(781)87 l-6040•Fax (781)871-7982 Phone(617)666-6040 Mom(401)658-2990• Fax (401)658-2977 NQV-19-2007 13:28 Briggs Engereering P.06 Proposed Building,230 Ocean Street,Hyannis, MA 'Page 2 of 2 November 13, 2007 Site Visit If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs E- ineerin & Testing avid W. Geisser Project Engineer DWG:dg Attachments NOV-19-2007 13:28 Briggs Engereering P.07 OCEAN STREET i u •'4 b tnD o[� �• 7 z _ Q A�' 1 z o ') O U ^o � qq c �y-�wQ pp ee V NV � � o pbd �i Nv p ctz_tl f$LrI ' Y ^ $gyp 1 0LISG pPiod��d 0 of L EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN STREAT HYANNIS, MA I.EGED BRIGGS ENGINEERING & TESTING EMi�IGGS 100 WEYMOUTH STREET, UNIT Sy approximate Number and �J ROCKLAND, MASSACHUSETTS approximate location of Test DR. BY: DWG SCALE.: NTS PROJECT NO: 23359 Boring, CK'D BY: PMS DATE: �T. (�'� FIG. NO. 1 NOV-19-2007 13:29 Briggs Engereering P.08 Briggs Engineering & Testing A DIVISION u/ PK A.ssovA Tv;. INc. November 19, 2007 Project No. 23359 Brown, 'Lindquist, Fenuccio & Raber Architects, inc. c/o Tim Sawyer 203 Willow Street, Suite A Yarmouthport, MA 02675 RE: Geotechnical Site Visit 11/14/07 Proposed Building 230 Ocean Street, Hyannis, MA At the request of the addressee, the undersigned Geotechni.cal Engineer visited the subject site, continued observed ongoing foundation excavations and backfilling and prepared this report detailing findings and conclusions. Dewatering and Excavation Support Briggs arrived onsite this morning around 7 A..M and found that the well point system had shut down over night and about three feet of water was in the excavation above the crushed stone fill. The contractor was arranging for sump pumps to be delivered to the site to pump the water. Briggs departed and returned at 2:30 P.M. after the contractor telephoned Briggs and said the dewatering was working and the contractor was planning to continue earthwork through the afternoon and into the evening. Briggs departed at 6:30 P.M. The well point system was dismantled today while Briggs was offsite. Sump pumping in the northwest corner of the excavated area has lowered water to about elevation -4. Groundwater seepage flow is apparent along the sandy slope in the central part of the excavation. Excavation Peat, organic soils and fill were excavated from the south-central part of the proposed building area today. inorganic sands and silty sands subgrade were exposed at about elev. -2 ft. The exposed subgrade was firm and stable and -wet. Bulk excavation of .fill and organic soils were started in the www.l)riggsesigit)eeri)ig.-coot _—... 100 Weymouth Street- Unit B-1 56 Roland Street -Suite 102-1 100 Pound Road Rockland, MA 02370 Boston, MA 02I29 Cumberland, R102864 Phone (78 i) 871.6040• Fax(781) 871-7982 Phone (017)666.6040 Phone(401)658-2990•Fax (401) 658-2977 NOV-19-2007 13:29 Briggs Engereering P.09 Proposed building,230 Occan Street,Hyannis. Mn Page 2 of 2 November 14,2007 Site Visit southwest portion of the building pad. About three feet thickness of organic soils was left in place for excavation tomorrow. °I'he northwest portion has been sloped down to the south to allow excavator access to work areas. Refer to the attached sketch for approximate locations. Backfilling The exposed subgrade was covered with filter fabric and an initial one-foot thick layer of crushed stone. No compaction was accomplished except by the bulldozer tracking. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs En 'veering & Testing ;David W. Geisser Project Engineer DWG:dg Attachments NOV-19-2007 13:29 Briggs Engereering P.10 OCEAN STREET o . b a g$ O Q �D ltv " 'V o {_ �'Al 0 6- T� Lam. r 1 1 � �2 4 a7 O Go I'll - r ti - R R N, yny N . &' � 13v4� i ti ab �� NU 4 a� om 7a n EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN STREAT - HYANNiS, MA UGENDBRIGGS ENGINEERING & TESTING ��tIGG5 100 WEYMOUTH STREET,UNIT B1 Number and approximate ROCKLAND, MASSACHUSETTS B-1 location of Test DR. BY: DWG SCALE: NTS PROJECT NO: 23309 Boring. CK'D BY, PMS DATE: CST �� � ®7 FIG. NO. 1 f NOV-19-2007 13:29 Briggs Engereering P.11 FBI IGGS , Briggs Engineering & Testing A Divislov op PK nssucrnrrs, INI November 19, 2007 Project No. 23359 Brown, Lindquist, Fenuccio & Raber Architects, Inc. c/o Tim Sawyer 203 'Willow Street, Suite A Yarmouthport, MA 02675 RE: Geotechnical Site Visit 11/15/07 Proposed Building 230 Ocean Street, Hyannis, MA At the request of the addressee, the undersigned Geotechnical Engineer visited the subject site, continued observed ongoing foundation excavations and backfilling and prepared this report detailing findings and conclusions. Dewatering and Excavation Support Dewatering by two sump pumps inside the excavation was conducted today. The equipment did not maintain water at or below the excavation bottom. Up to about two feet of standing water existed at locations backfilled today. Excavation Peat, organic soils and fill were excavated from the west part of the proposed building area today. Inorganic sands and silty sands subgrade were exposed at about elev. -2 to -4 ft. 'Water seepage was rapid, laterally into the excavation resulting in disturbed silty sands. Refer to the attached sketch for approximate locations. Backfilling The subgrade became disturbed during placement of the filter fabric and crushed stone fill. "Two unstable zones were observed under the traffic of the bulldozer while spreading the crushed stone fill. The two areas are shown on the attached sketch. The soft unstable zones may be due to the presence of trapped disturbed silty sands. These soils will likely stabilize with continued dewatering and vibratory compaction over the next day or _-- - ------ --- --- www,€)ri-l;sengineeriizg.eoin •- --------- --- - ------- 100 Weymouth Street -Unit Ti-1 56 Roland Street-Suite 102-1 l00 Pound Road Rockland,MA 02370 Boston,MA 02129 Cumberland,RI 02864 Phone(781) 871-6040- Fax(781) 871-7982 Phone. (617) 666-6040 Phonc(401)658-2990- )rax ('401)658-2977 NDV-19-2007 13:29 Briggs Engereering P.12 Proposed Building,230 Ocean Street,Hyannis, Mn Page 2 of 2 November 15,2007 Site Visit two. Foundations must not be placed until after these areas have stabilized or have been re-excavated and re-filled to stabilize these areas. No compaction was accomplished except by the bulldozer tracking. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs Engineering & Testing David W. Geisser Project Engineer DWG:dg Attachments IOU-19-2007 13:29 Briggs Engereering P.13 OCEAN STREET 7 0 jL- 9 i,t &rr ZA 7 Ll 0 n, ir Ot lZ 0 > z x z (b rA M IT CX CU rkio all 08 01 /or LP AS-I; EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN STREAT HY' ANNIS, MA LW-,,)END BRIGGS ENGINEERING 8, TESTING Number and 100 WEYMOUTH STREET, UNIT 81 approximate ROCKLAND, MASSACHU$FTTS B-1 location of Test DR. SY: DWG SCALE: NTS PROJECT NO: 23359 CT �Tr ATE: #Q Boring, KCD!BY. NAS Y: P�ms NO, NOV-19-2007 13:30 Briggs Engereering P.14 E-3I Briggs Engineering & Testing n Drvrsam of PK A.5.wc nir_s.kc. November 19, 2007 Project No. 23359 Brown, Lindquist, Fenuccio & Raber Architects, Inc. c/o Tim Sawyer 203 Willow Street, Suite A Yarmouthport, MA 02675 RE: Geotechnical Site Visit 11/16/07 Proposed Building 230 Ocean Street, Hyannis, MA At the request of the addressee, the undersigned Geotechnical Engineer visited the subject site, continued observed ongoing foundation backfilling and compaction and prepared this report detailing findings and conclusions. Dewatering and Excavation Support Dewatering by one sump pump was conducted today. The equipment maintained water below the fill surface at all times. Backfilling and Compaction Previously placed crushed stone fill was compacted using a vibratory roller with static weight of about 10 tons. The crushed stone fill and underlying subgrade showed no soft or unstable zones at this time. Therefore, the two previous soft, unstable zones on the west side of the building pad had stabilized over night and were suitable for vibratory compaction as required. Two additional S to 12 inch thick lifts of crushed stone were subsequently placed and compacted to footing subgrade elevation at about elev. 0.0. Both lifts were also compacted by making at least four passes using then vibratory roller. No soft or unstable areas were noted. The stone was then covered by an approximate one-foot thick lift of dense graded gravelly sand fill and compacted by the same roller. Thirteen soil compaction tests were performed by Briggs after compaction. Test i www.1)ri gse,naineeririg.com ---_... _..-..._--_.... .... --....... — 100 Weymouth Street - Unit B-1 56 Roland Street -Suite 102-I 100 Pound Road Rockland,MA 02370 Boston,MA 02129 Cumberland, R102864 Phone(781) 971-6040 - Fax (781) 971-7982 Phorie(617)666-6040 Phone(401)658-2990•Fax (401) 658-2977 NOV-19-2007 13:30 Briggs Engereering P.15 Proposed Building,230 Oceatt Street,Hyannis, MA Page 2 of 2 November 16,2007 Site Visit locations are shown on the attached sketch. The tests were performed by nuclear densometer using a modified Proctor of 143.5 pcf. The tests revealed 95.1 to 98.7 Jo compaction. These results are satisfactory for fill compaction under slabs and footings. The subgrad.e and layers of crushed stone and gravelly sand fill up to footing elevation, within the sheet piling enclosure are suitable for support of the 1500 psf soil bearing pressure required per the project plans. This conclusion is based on the observed excavation, backfilling and compaction observed by Briggs and the Geotechnical investigations and report by Briggs for this project. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Briggs Engineering & 'Vesting David W. Geisser Project Engineer DWG:dg Attachments NOV-19-2007 13:30 Briggs Engereering P.16 OCEAN STREET F6 6 H I , V v O w Cl a-/ "r 5 i I EL � � 'D u m r'" z I; 54AlD f Sd P Q T V 5/'T4� 7 1• 'itvD� D.anOad �A QS�/' 1 v� EXPLORATION LOCATION PLAN PROPOSED BUILDING AT 230 OCEAN STREAT - .HYANNIS,MA LEGEND BRIGGS ENGINEERING & TESTING 113RIGGSI 100 WEYMOUTH STREET,UNIT 131 Number and ROCKLAND, MASSACHUSETTS approximate BSI location of Test DR. BY: DWG SCALE: NTS PROJECT NO: 23359 Boring. rCKT) BY: PM--, DATE; q T& Q 7 FIG. NO. l TOTAL P.16 BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 10 January 2008 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Progress Report No. Two /Ferry Terminal Improvements Building for Hy-Line Cruises, 213 Ocean Street, Hyannis, MA Dear Mr. Perry: This letter is submitted as our second Controlled Construction progress report. The following work has been completed since our last report or is currently in progress: 1. All temporary sheeting and dewatering operations have been successfully completed. 2. Concrete strip footings,pad footings, foundation walls and partial crawl space slabs-on- grade have been installed. 3. Structural steel beams and columns,have been erected. 4. First floor joist framing has commenced. t� 5. Flood louvers have been installed within the foundation walls. 6. Briggs Engineering &Testing has completed various on-site and off-site concrete testing. The attached reports indicate satisfactory 7 day and 28 day test results for several concrete placements. The work completed to date has been completed in general conformance with our construction documents, and in a good and workmanlike manner. If you have any questions, please don't hesitate to contact me at any time. Sincere , Richard P. Fenucci E 1E - Principal-in-charge cn , Enc. (1) Concrete Test Reports - .� en o CC: C. Raye (Builders Systems, Inc.) Marty DeMartino (Hy-Line) --i rn T. Sawyer RPF/ak 203 WILLOW STREET SUITE A PH'508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM E C _Fi i CONCR LACEMENT INSPECTION If-BRIG3 ` Briggs Engineering & T ' iN J RC1rJ�CT2O08 HYANNIS HYUNE GS �V A Division of PK Associ tes, It L_ PROJECT#: 23359 rRo 1 ulccl0 Marco Aqostino PAGE 1 OF ATE: 12/11/07 CODE: C26 TEMP.: H 40 L 29 WIND.: H L X I HUMID.: H L X I SUNNY CLOUDY Concrete Source: Fuccillo General Contractor: Builder Systems Storage Location: Curing Box: Other: Heated Job Trailer Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract.Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X .1-1/2 hrs. max. Temperature X 50-90° F Slump, :.. X 8" Max - - Mixing N/A 70-300 Rev. Air content X. .5 -8% Density N/A + 3 p.c.f. Location: Interior footings between Aline and C.line,.between C line and G line. All of new Ferry Terminal foundatic walls. Remarks: All concrete used for today's pour contained super plastersizer. Due to scheduling conflict set #3 was cast by the contractor. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 11 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required in: water ( cf) 2 8:00 14 11 128 54 8 5.1 36 4000 3000 3/4 4 1 5 N/A 5 8:45 15 11 125 54 17.75 5.4 1 36 4000 1 3000 3/4 4 1 2 5 N/A q100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3,07 Director of Field Operations: Sean Skorohod HP Fri, EF CE FRi I { iI CON C ' LACEMENT INSPECTION s1. .■� � J' kCJ&72008 l•I GRIGGS Briggs Engineering & T� �i � HYANNIS HYLINE �-�— A Division of PK Associ tes, I'c. PROJECT#: 2335.9 Bro+A1 , Juccio I Marco Aqostino PAGE 1 OF ATE: 12/11/07 CODE: 'C26 TEMP.: H 40 L 29 WIND.: H L X HUMID.: H L X ISUNNY CLOUDY Concrete Source: Fuccillo General Contractor: Builder Systems Storage Location: Curing Box: Other: Heated Job Trailer Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in nori-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90' F Slump. ... . ... . X. . 8" Max - Mixing N/A 70-300 Rev. Air content X 5-8% Density N/A +3 p.c.f. Location: Interior footings between A line and C,line, between C line and G line. All of new Ferry Terminal foundatic walls. Remarks: All concrete used for today's pour contained super plastersizer. Due to scheduling conflict set#3 was cast by the contractor. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 11 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Site Fabr. # added Weight (min.) (°F) (°F) Deliv. Re wired in. water ( cf) 2 8:00 14 11 128 54 8 5.1 36 4000 3000 3/4 4 . 1 5 N/A 5 8:45 1 15 11 125 54 7.75 5.4 36 4000 3000 3/4 4 1 2 1 5 N/A X 100 Weymouth St.,Unit 9-1,Rockland,Ma 02370 I00 Pound Rd.,Cumberland,R1 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod HP Concrete Cylinder Test Results CF-11 193RIGGS1 Briggs Engineering & Testing Project: Channel Point Rd@Ocean Street/Hyannis .4 P"vid'u" v,/PK as.uc,a"'. Inc. Project No.: 23359 Date; 12/11/2007 Client: BLF&R Architects Placement Interior footings between A& C line, C line& G line, all of new ferry terminal foundation walls Location: Sample Location Interior footings between A& C line, C line & G line, all of new ferry terminal foundation walls / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,8 C1084 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor. Builder Systems Mix I.D.: 3/4" - no mix No. Ticket No.: 10721 Time of Test: 8:30 -Cement./.Pozzolan-T-ype:----------._._._.. _--- ---_Strength-Delivered: - 4000- Load-No::- - - -_2-- -- - Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 14 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 6:28 Slump, in.: 8.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %-. 5.1 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 54 Air Entraining, oz.: Air Temp., °f: 36 Other,1: Other,2: Prepared by: Marco Agostino Was HI/ LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High/ Low), °f• Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 6000psi,68-78°f for over 6000psi)? Yes Moisture Lass Prevention: Field Curing Time, hrs.: 192 Cyl. End Preparation: Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 1A 12/25/07 7DAY 4 8 12.57 141.8 SS480 4410 4 113 1/8/08 28 4 8 12.57 141.5 66240 5270 4 1 c 1/8/08 28 4 8 12.57 141.3 66590 5300 4 ID 1/8/08 28 4 8 12.57 142.2 64190 5110 1 ALL TESTS COMPLETED Results within specifications: ®Yes (]No Reported cylinder density reflects the estimated density upon receipt. 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory-MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: OP-1 1, rev 5, 06 Appendix 2 QC-CTP-1 Director of Testing Services: Sean Skorohod Page 1 Z0'd Gu'JaaJa6U3 s66ius 6E:ET 800Z—TT—Ndr Concrete Cylinder Test Results CF 11 ' 'X Project: Channel Point Rd@Ocean Street/Hyannis RIC3.36 Briggs Engineering & Testing = -' Diri.F'O'f of PI:As5u"""s. ' Project No.: 23359 Date: 12/11/2007 Client BLF&R Architects Placement Interior footings between A& C line, C line&G line, all of new ferry terminal foundation walls Location: Sample Location Interior footings between A& C line, C line& G line, all of new ferry terminal foundation walls / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39;C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: Builder Systems Mix I.D.: 3/4" - no mix No. Ticket No.: 10724 Time of Test: 9:30 _ .Cement/-Pozzolan-`Type:---- -- —-- Strength Delivered:-- 4000 - - - - -Load-No::-- - - -5-- - - -- - Cement, Ibs: Strength Required: 3000 Set No.: 2 Poizolan, Ibs: Truck No. 15 No. of Cyi.: 4 Fine Aggregate, Ibs.: Batch Time: 8:15 Slump, in.: 7.75 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.4 Water, gals.: Density, pcf. Water Reducer, oz.: Concrete Temp., "f: 54 Air Entraining, oz.: Air Temp., 1. 36 Other,1 Other,2: Prepared by: Marco Agostino Was HI/ LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 6000psi,68-78"f for over 6000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 192 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (Ibs.) Strength (psi) Type 2A 12/25/07 MAY 4 8 12.57 1.43.5 52390 4170 1 26 1/8/08 28 4 8 12.57 143.0 59770 4760 4 2C 1/8/08 28 4 8 12.57 144.0 60340 4800 4 2D 1/8/08 28 4 8 12.57 144.2 61860 4920 4 ALL T1111 COMPLETED e D Results within specifications: ®Yes []No 'Reported cylinder density reflects the estimated density upon receipt. 0100 Weymouth St, Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑100 Pount Rd., Cumberland, RI 02864 Approved: a _ CF-11, rev 5,06 Appendix 2 QC-CTP-1 Director of Testing Services: Sean Skorohod Page 1 20'd 6u'JaaJa6u8 s66tJg 6Z:zT 800z—TT—Ndf b0'd _1di0i Concrete Cylinder Test Results CF-11 j Proect: Channel Point Rd@Ocean Street/Hyannis nnis BRIGGS Briggs Engineering & Testing � Ya PQ ASYtti/at7 .Y. �»�. Project No.: 23359 Date: 12/11/2007 Client: BLF&R Architects Placement Interior footings between A& C line, C line&G line, all of new ferry terminal foundation walls Location: Sample Location Interior footings between A& C line, C line& G line, all of new ferry terminal foundation walls / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,0173,CM1,C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor. Builder Systems Mix I.D.: 3/4" - no mix No. Ticket No.: Time of Test: - - Cement/-Pozzolan Type: -Strength-Delivered 4000 Load No.: Cement, lbs: Strength Required: 3000 Set No.: 3 Pozzolan, lbs: Truck No.: No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: Slump, in.: Coarse Aggregate, lbs: Coarse Agg. Size: 3/411 Air Content, 96: Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: Air Entraining, oz.: Air Temp., I. Other,I: Other,2: Prepared by: Cast By Others Was Hl / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 6000psi, 68-78°f for over 600opsi)? Yes Moisture Loss Prevention: Caps Field Curing Time, his.: 192 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbsJft3) (lbs.) Strength (psi) Type 3A(C80) 12/25/07 MAY 4 8 12.57 141.5 60270 4800 1 3B(CBO) 1/8/08 28 4 8 12.57 141.3 62090 4940 4 3C(CBO) 1/8/08 28 4 8 12.57 142.2 61810 4920 4 3D(C80) 1/8/08 28 4 8 12.57 141.1 62850 5000 4 ALL TESTS COMPLETED oc�g D Results within specifications: ®Yes ❑No 'Reported cylinder density reflects the estimated density upon receipt. 19100 Weymouth St., Unit S-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#0100669Q ❑100 Pount Rd., Cumberland, Rl 02864 Approved, CF-11, rev 5,06 Appendix 2 QC-CTP-1 Director of Testing Services: Sean Skorohod Page 1 b0'd 6u'JaaJa6u3 s661J9 02:ET 800Z—TT—Nbf BROWN LINDQUIST FENUCCIO & ('' �E, R ,ARtC iITECTS, INC. 7 March 2008 € BU�I (Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 3 �t �D RE: Progress Report No. Three/Ferry Terminal Improvements Building for izy-Lne:guises;�2�i�s=4.,ea �-S cr:ezi;�r-I}=a�iris;,MA Dear.Mr. Perry: Since our last construction progress report, the rough framing has been progressing well at the subject project. As of this date, the following work is in progress: ➢ Structural Framing ➢ Exterior Trim Insulation ➢ Window Installation ➢ Electrical Service Conduit only is being installed On February 28, 2008, our Structural Engineer, Brian Walsh from Allen& Major Associates, conducted a progress site inspection on the ongoing rough framing work. His Field Report No. 3 is attached for your reference. The work completed to date continues to be completed in general conformance with the construction documents. We will monitor the proper completion of items which are noted as "incomplete" or needing additional work as identified in the attached Engineer's Report.. If you have any questio11 ris, pleasefeel free to call me at any time. Sincere , Richard P. Fenuccio President/Principal-in-charge Enc. Allen& Major Field Report#3 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer(BLF&R Architects, Inc.) Asst. Building Inspector Paul Roma RPF/ak 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM Mar 07 08 02:50p ALLEN & MAJOR ASSOC., INC 1-781-935-2896 p.2 T- I'$'!:.I.EN & N.EAJOR ASSOCLATLS, 1NC. !C0 Conv crcc Way, 11_0.Box 2118 Woburn,%I'A 01888-�)1.8 IeldReport �# Tel: (731)935-6889 Fax:(781)935-2896 Client: BLFR Report Date: : March 4,2008 Project: Hy-Line A&M Project#: 1203-19 Location: Hyannis, MA Contractor: BSI Weather: Clear Temperature: 25' Date of Site Visit: February 28,2008 I Time: From: 3:00 pm To. 5:30 pm Present at Site: Pat(BSI) Sdan Walsh (A&Ibi} Reported by: Brian Walsh I.. The following items from previous reports are outstanding or resolved as indicated: Done. The following was noted: 3.1 Observed framing in, progress. 90%of the primary framing members have been installed and work is on-going to install the necessary framing hardware and blocking. 3.2 First floor framing plan(Drawing S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On conventional framing, 1 line of bridging is required for each 8 feet of span per wood construction note #14 on drawing S0.2. 3.2.2 Framing clips.and post hardware connections have not been installed as of this observation. 3.2.3 Observed 2x12 joists at 16"a.c., st.pported on built-up beams and 6x6 posts, .n general consistent with the design documents. Framing at,his level was observed to be preservative treated. 3.2_4 Observed continuous solid blocking of joist cavities over beam lines. 3.2.5 Other than noted above, the completed portions of the general framing arrangement at this level is consistent with the design documents. struCtural .Ingincers + lankiSUIVI;yors o err-vironnimtalconsultants. t landscape;arclrit�e's wana_ali c,unaj nr.c,arn Mar 07 08 02:50p ALLEN & MAJOR ASSOC., INC 1-781-935-2896 p.3 3.3 Second floor framing plan (Drawing S2.2): 3.3.1 B.Walsh notified Pat of the diaphragm requirements shown in details 4 and 5 on S5.1. The plywood diaphragm is not currently extended to the steel frame as per the plans and should be corrected. 3.3.2 Column C7 interior on grid line 5 requires additional blacking at the floor cavity in the weak direction of the column beam connection. 3.3.3 Joist bridging is not installed as of this observation. This was brought to the. attention of Chris Raye via email after completion of the site visit. Cn engineered framing, 1 line of bridging is required at and-span. 3.3.4 Structural steel framing at this level is installed. Bolted connections have been completed and moment connections have been welded. 3.3.5 Hardy frames were observed in place on each side of the window openings on the 6 fine as per the design documents. 3.3.6 Other than noted above, the completed portions of the generaf framing arrangement at this level is consistent with the design documents. 3.4 Roof framing (Drawing S2.3): 3.4.1 Eave blocking installed must be corrected to eliminate the gap between roof plywood and blocking and be installed per derail 1/S5.2. B.Walsh notified T. Sawyer of BLFR to confirm the ventilation resulting from the structural detail. 3.4.2 B.Walsh identified details 3/S5.4 and B/S5.2 regarding attachment of drag trusses and extension of shear walls to the underside of roof diaphragm. .4.3 Other than noted above,the completed portions of the general framing arrangement at this level is consistent with the design documents. 3.5 First floor bracing (Drawing S3.1); 3.5.1 Holdown PHD2 on the interior stair wall between grids C and D cannot be installed due to conflict between drawing S1.0 and S3.1 in this area. B.Walsh and Pat discussed that the plywood sheathing on the stair side of the bathroom wall will be extended to the PHD.2 at the elevator machine room. Combined wind post in the comer should be nailed per the sole plate nailing schedule on drawing SG:1 (16d @ 6' D.C.) 3.5.2 As,of this observation interior plywood shear wall sheathing has not been installed. 3.5.3 Oher than noted above, observed holdowns and.hardy frames installed are consistent with layout and type defined on the design drawing. 3.5.4 Stud size and spacing at'this level appears to be consistent with the design documents. 3.6 Second floor bracing (Drawing S3.2): 3.6.1 PSW strapping has not been installed as of this observation;. .According to Pat it will be installed on the interior. 3.6.2 B. Walsh stated that PHD2 holdowns in the octagon front and rear walls may be replaced with 2-CS16 straps face nailed to the exterior of the windpos.t and side of beam FB212 below. 3.6.3 B.Walsh stated that inverted PHD2 holdowns must be installed in the street side octagon wall to the solid joist cavity blocking shown in 41S5.1 directly below this wall. 3.6.4 Floor to floor straps shown on this plan have not been installer)as of this observation, 3.6.5 Stud size and spacing at this level appears to be consistent with the design documents. 3.7 In general, the work appears to be progressing in conformance with the structural design documents. It is understood that work is on-going and some items have been identified as incomplete for that reason. a Paoe 2 Mar 07 08 02:50p ALLEN & MAJOR ASSOC., INC 1-781-935-2896 p.4 3.8 The next structural observation should occur upon completion of framing hardware and prior to concealment of framing with architectural finishes. Brian A. Walsh,P.E._.. Project Manager Email: BWalsh afal,enmaior.com a Pao-2 3 ElEl 11 El ( <� BROWN LINDQUIST FENUCCIO & RA�BE�R A&(GI IETECTS, INC. 28 April 2008 �71 aF i 05i Thomas Perry, Building Commissioner(Via Hand Delivery) Town of Barnstable 200 Main Street n Hyannis, MA 02601 q/I, 00 RE: Progress Report No. Four/Ferry Terminal Improvements Building for Hy-Line Cruises,;,I `Ocean Street, Hyannis, MA Dear Mr. Perry: Since our last construction progress report submitted on March 71h, the following general work has been completed: Roofing work is completed and the building is weather tight. Exterior trim and side wall work is nearing completion. ➢ Rough inspections for gas, electrical, and plumbing have been completed. A rough frame inspection will be called for once all items noted by the structural engineer are resolved. ➢ Water and sewer connections have been made at the street. ➢ Underground site drainage structures have been installed ➢ Exterior sitework is in progress The work completed to date continues to be completed in a good and workmanlike manner and in general conformance with our construction documents. Attached please find Field Report No. 4 dated 4/25/08 as provided by our Consulting Structural Engineer, Allen & Major Associates, Inc. There are numerous joist bridging, hardware connectors, shear wall blocking and floor-to-floor straps which have not yet been completed. Our team will monitor the proper installation of these items prior to the installation of any interior finishes. Attached please find Site Visit Report dated (4/17/08) as provided by our Consulting MEP Engineer, BER (Building Engineering Resources, Inc.). The work completed to date continues to be completed in general conformance with the construction documents. If you have any questions, please feel free to contact me at any time. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 Sincerely-, Richard P. Fenuccio President/Principal-in-charge Enc. Allen& Major Field Report#4 BER Site Visit Report dated 4/17/08 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer(BLF&R Architects, Inc.) Asst. Building Inspector Paul Roma RPF/ak A*A t.t< i ;; Aa'tR ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01888-011 ield 8 Tel: (781)935-6889 Fax: (781)935 2896. Client: BLFR Report Date: April 25, 2008 Project: Hy-Line A&M Project 1203.19 Location: Hyannis, MA Contractor: BSI Weather:. Clear Temperature: 65 Date of Site Visit: April 24,2008 Time: From: 9:30 am To: 11:30 am FPresent at Site: Woody(BSI) Tim Sawyer-(BLFR) Brian Walsh (A&M) Reported;by Brian Walsh The following items from previous reports are outstanding.or resolved as indicated:. 3.2 First floor framing plan.(Drawing'S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion'of the site visit. On conventional f6ming,, 1 Fine of bridging is required for each 8 feet of span per wood construction note#14 on drawing.S0.2. [04-24-08]:.Not complete as of this observation: 3.2.2 Framing clips and post hardware connections have not been installed as of this observation: jo4-24.08j:Observed joist clips,past caps and post bases installed. The drop beam anchors, Simpson HTS/141S have not been installed as of this observation: 3.3 Second floor fmming plan (Drawing 3.3.1 B. Walsh notified Pat ofthe diaphragm requirements shown in details 4 and on 85:1. The plywood'diaphragm is not_currently extended to the steel frame as per the plans and should be corrected. 94-24-08j Observed complete. 3.3.2 Column C7 interior on grid line 5 requires additional,blocking at the floor cavity in the weak direction of the column beam connection. cis it�C 5tr; o ral cn tr,:cis land sure cyors # eiivirorxrrerilal consulta t1s # landsellpe architec.5 wtit-kv.a l:lc nmaj or.c om [04-24-08]: Observed complete. 3.3.3 Joist bridging is not installed as of this observation. This was brought to the. attention of Chris Raye via email after completion of the site visit. On engineered framing, 1 line of bridging is required at mid-span. [04-24-08]:Not complete as of this observation. 3.4 Roof framing (Drawing S2.3): 3.4.1 Eave blocking installed must be corrected to eliminate the gap between roof plywood and blocking and be installed per detail 1/S5.2. B.Walsh notified T. Sawyer of BLFR to confirm the.ventilation resulting from the structural detail. [04-24-08]: Observed complete. 3.4.2 B. Walsh identified details 3/S5.4'and B/S5'.2 regarding attachment.of drag trusses and extension of shear wails to the underside of roof diaphragm. [04-24-08]: Observed complete,.pictures were supplied by BSI for areas not readily visible at this time. 3.5 First floor bracing(Drawing $3.1): 3.5.1 Holdown PHD2 on the interior stair wall between grids.C and D cannot be installed: due to conflict between drawing S1.0 and S3.1 in this area. B.Walsh and Pat discussed that the plywood sheathing on the stair side of the bathroom.wall will be extended to the PHD2 at the elevator machine room. Combined wind post in the comer should.be nailed per the sole plate nailing schedule on drawing SO.1 (16d @ 6"o.c.) [04-24-08]:. Observed complete. 3.5.2 As of this observation interior plywood shear wall sheathing has not been installed.. [04-24-08]: Observed complete. 3.6 Second floor bracing (Drawing S3.2): 3.6.1 PSW strapping has not been installed as of this observation. According to Pat it will be installed on the interior. [04-24-08]:.Observed complete. 3.6.2 B.Walsh stated that PHD2 holdowns in the octagon front and rear walls may be replaced with 2-CS16 straps face nailed to the exterior of the windpost and side of beam FB212 below. [04-24.08]: Observed .complete. 3.6.3 B.Walsh stated that inverted PHD2 holdowns must be installed in the street side octagon wail to the solid joist cavity blocking shown in 4/35.1 directly below this wail. - [04-24-08]: Observed complete. 3.6.4 Floor to floor straps shown on this plan have not been installed as of this observation. [04-24-08]:Not complete as of this observation. The.following was noted:; 4.1 Roof truss anchorage in the octagon roof must be installed on the primary girder truss and' each girder truss bearing on a wall corner. See truss shop drawings for truss anchorage requirements. Each truss bearing.on.a wail corner is scheduled to get an H1;5 or H15-2 anchor depending:on number of truss plys. On the 4-ply, primary girder truss the specified. anchorage may be substituted.with PHD-2 holdowns screwed into each side of the truss and corresponding inverted holdowns below the plate. B.Walsh reviewed this with Woody in the field. 4.2 At the first floor on drawing 53,1, the type 2 shear wall behind the elevator and parallel to the E line requires horizontal blocking and edge nailing of 4"o.c. along the horizontal seam. s Paoe 2 4.3 The floor to floor strap shown on drawing S3.2 in the NE corner of the elevator is not installed. The exterior wall is finished at the exterior deck above. It was discussed that the exterior siding would be removed to install a PHD-2 holdown on the corner post above,the deck floor. A threaded rod drilled down through the plate to an inverted PHD-2 holdown below the plate on the corner post at the first floor. 4A Based on pictures provided by BSI the 27-CS16 strap in the SE corner of the building at grid. F-1.1 is installed.. 4.5 See item 3.6.4 above. Except as noted in 4.4, floor to floor straps outside of the octagon area are not installed at the specific wall end locations shown on drawing S3..2. It appears that most of these straps can be installed on the interior of the building with.some additional cavity blocking. 4.6 A follow-up visit should be conducted by A&M upon completion of all hardware not currently installed and described in this report. It is recommended that no interior finishes be installed in the building until this follow-up observation is conducted. The above items were reviewed with the project superintendent prior to my departure from the site. Brian A allsh;.P.E. Project Manager Email: BWa€sh aa)allenmaior.com 4 Pnae 3 . 7 B R BUILDING ENGINEERING RESOURCES, INC. SITE VISIT REPORT DATE OF REPORT: April 17, 2008 RE: Hy-Line Ferry Terminal Ocean Street Hyannis,NU PERFORMED BY: Douglas Durocher, On April 11, 2008 a representative of this office conducted a site visit at the above referenced project. The following items were noted: HVAC: 1. Supply ductwork installation is on-going and is approximately 60% complete. 2. Air handling units AHU-1, 3,4, 5, 6, 7 are mounted and connections to branch ductwork are being completed. 3. Air handling unit AHU-2 is on site; not yet mounted. 4. Exterior condensing units ACCU-1 dim ACCU-7 not yet installed. 5. Refrigerant piping installation has begun and is on-going. Electrical: 1. The utility company transformer or associated pad has not yet been installed. 2. The main electric service meter center has not yet been installed. The installation of wiring and feeders is ongoing. 3. Branch circuitry installation throughout the building is ongoing. 4. Branch circuitry to mechanical equipment, light fixtures, receptacles has begun and is ongoing. 5. Panel tubs on first floor and second floor have been installed(no interiors yet). Feeders and branch circuitry not yet terminated. 6. No light fixtures or wiring devices installed yet. Plumbing: 1. Plumbing piping on first and second floors is approximately 70% complete to rough-in, no fixtures have been installed. 2e The water service is not yet in the building. 3. Waste piping connection to.street manhole approximately 80% complete. Fire Protection: 1, Sprinkler piping is on-going on first and second floors and is approximately 50% complete. 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-en ing eering.com C:\Documents and Settings\tsawyer\Local Settings\Temporary Internet Files\OLK5\Site Visit Report April 17 2008(04 1108 Visit).doc i - TOWN OF BARNSTABLE BUILDING PERMIT•APPLICATION U Map Parcel , Application# � 17�Co Health Division Date Issued Conservation Division / S�� ' y ' ZJ� � .Application F7e*/k,?k_,1 Tax Collector Permit Fee `7 7 Treasurer . Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Villager�S -VJ��.� Owner � - C�vP` Address Telephone :N�_�Ca> Permit Request Square feet: 1st floor:existing pr 2nd floor:existing propo e Total new Zoning District Flood Plain V Groundwater Overlay Project Valuation Construction Type w�� 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 U No M M 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 F /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 Zes peals Authorization ❑ Appeal# Recorded❑Commercial- —`❑No -—if yes, site plan review#` Current Use Proposed Use BUILDER INFORMATION Name <;; S o �.�.. Telephone Numberto1 2� -- Address License# Home Improvement Contractor# Worker's Compensation# \�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1� Ic5-7 } . . . . . { FOR OFFICIAL USE ONLY \ AFC CAT ON# DAB ISSUED \ MAP/PARCEL NO �\ ADDRESS VILLAGE & ' OWNER } . DATE OF INSPECTION: ` FOUNDATION ( FRAME � . . ƒ INSULATION ��� � � • . . . }\ - ƒ FIREPLACE ` :» . \ƒ ELECTRICAL: ROUGH FINAL » PLUMBING: ROUGH FINAL � GAS: ROUGH FINAL FINAL BUILDING 2 DATE CLOSED OUT t ASSOCIATION PLAN-NU: \ . . T z � . ¥ & . I r I ARCH ITECT'CONSTRUCTION CONTROL AFFIDAVIT Project Number: C-0012-06 Project Name: Hy-Line Ferry Terminal Expansion Project Title: Proposed Ferry Terminal Improvements ("New Amenities Building") Project Location: 230 Ocean St. Hyannis, MA Scope of Project: Construct new 4396 SF. two-story wood frame building (Assembly A-3 Use) and related sitework, drainage and exterior terrace. Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes. thereto, involving subject project will be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.) c. 112, §81 R. For the above named project I, or a registered professional architect/engineer under my cognizance, will review the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I will review and approve the quality control procedures for all code-required controlled materials. I further certify that I will be present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.2.3 1 will,provide the results of structural tests and inspections to the building official and owner. will submit, periodically, a progress,report with Um t comments of the site visits and compliance of all pertinent items to the building official. I wills to the satisfactory completion and the readiness of the project for occupancy. U � I o No 77� '° August 15, 2007 Architect Richard P. enuccio Jr,' vARWAMM r, Date � MA cTH nr- Subscnbed nd Sworn efore me this 15th a August , 2007 , the undersigned notary public, personally appeared ; ' provide to me through satisfactory evidence of identification, which is (S c to be the person whose name is signed on the preceding or attached document, and acknowled a to me that he signed it voluntarily for its stated purpose. ; a674_xlo�/��_Abow KwW Y-a 4010 Notary P blic NoblrypWb& Date Notary Commission Expires;;-_--"� ry Bar *le County .� , Ally Cnr�i sie� cn;:n 4-2-2010 CONSTRUCTION CONTROL AFFIDAVIT •PROJECT NUMBER: '1203-19 PROJECT TITLE: Hy-Line Cruises ^ PROJECT LOCATION: Ocean Street-Hyannis,MA ' NAME OF BUILDING: 'Ferry. Terminal SCOPE OF PROJECT: 2-Story, steel/wood-frame structure and foundation(4,7.00+/-s.f footprint In accordance with`Section 116.0.of the Massachusetts State Building"Code,Sb th,Edition(MSBC),I, Brian A.Walsh,P.E.,Massachusetts'Registration No.46017 being a' registered professional structural.- " engineer,hereby certify that.I(myself and/or my representatives)'will,be present,on the construction site on a regular and periodic.basis and perform the necessary professional structural engineering services as.' outlined iri MBC�116.2.2;to determine that the'STRLTCTURAL CONSTRUCTION WORK is,to the. best of my knowledge and belief,in accordance with the documents-approved for the building permit, for the following portions of construction: : 1'. Structural components as specified on Allen&Major Associates,Inc. structural drawings numbered. . " SO.1 through$5.4 and dated August 1,2607: 2. - Review of shop drawings, samples and other submittals of the'contractor"as required by the construction documents as.submitted for building permit, and approval for conformance to the design concept. I furthermore.agree to.'submit,periodically,•an inspection,report together with pertinent comments toth& , Town of Barnstable buildirig.department. Upon satisfactory completion of the work I shall submit a final report certifying to the best of my knowledge and belief,that the building structure is completed in- general.conformance with the referenced construction documents and the structural provisions of the , MSBC.`- Work specifically not included in this Construction Control Affidavit to be provided by others shall ; include.testing and inspection of materials in accordance with MBC Seciion 1705 for the following ry building components: T. Geotechnical inspection and,testing services(i.e.soil bearing capacity) 2. Materials testing services(i.e. concrete sampling and•testing,bolted.connections, welds,etc.) Signature STRUCTURAL RIo.46077 .t 90 SS 1STE��� lOiVAI Subscribed and sworn to before me this (` day:of (Abe 20 . My Commission Expires August 27,2010 N ARY PUBLIC My Commission Expires On STAMP: EXTERIOR FIXTURE SCHEDULE l—' i /.•/ wux va _ MEa. Nocel nlmeEn murnElm/Exsc / PAIRwAY lowlEvn rnnl«nrnwon / •.,� / al® reo Im au lwxmc osw ea wm + ""a /•• wNE sconcE nPEI nomwen g •. � /••/ ,µln9 sores 46"� �e.� � __—�• N° sw® I/• wA mElGnnmrle Exnwon mcsssmE v� - - i LANE#1♦ 0 m LANE#2♦ W 9 fI^Il' 1 ' I _—— r ___ __ • `�cea 7 EEEE3 mq i.n / / I I c- wv.ewu v...,.. I✓„� , / LI_♦�__ fly �•,s,,...v..*•„ �_______ w0---------- N/F � - i Ir -� P i a: j Hyannis H°/bor Tour O N w Qc I I c Q O 1 1 L 1.1 Tw : `fir\✓, .®CBI. _••� O, ARCHITECTURAL TENANT DELIVERY DRIVE - i _ S PLAN&E EXTERIOR LIGHTING e 1 - onv PLAN iz ___.._.___.�__�__�_•7 o — 3 ° ohW ohw ohw DATE ISSUED: n —_ ..o ro...,. 0.2a.01 p ` - --__-___ ---- , REY151pV5: J ....a.,..,un _______________ _-__---_-_-- nrms u.. 1`" a CHANNEL POINT RO ` a 0 ARCHITECTURAL SITE PLAN °1 U 5CALE� 1/8"=I'-O" , NI 2 2007 C-M2.DA r „\ T.sun EOge Of Pavem JUL O IK10]EOI N: ' �, DRAWING NO.: SP1I j 10'TAJIERTCAI w AL L —N—"AS AS POLE 114® I • M (SEE SPEC.) IENTCAL L-BNTED - FUG POLE A SUNGL ES I>S D P BDD ON QS n.GUTTERS w/I.a SUB IT 12 99 —_ ONUI..FASCIA BD. u. OPfu U III FRIEZE Bp. g _ IN C.SNI—S vERTIUL nOUNTING !Yy NORS•ExPOSURE HARDWARE(SEE SPEC) U .-E.SUINGLE CORNER CARTE RAILING siSTEn W/ B oED SST C EA y wOJEu SHINGLE CORNER Al BALUSTRADES- la 36 RHtGN(SEE SPEC.) LIGNT B0.LARp I.a WINDOW CASING w/ 1.A HEAD CASI. FIRST FLOOR ____________ EEEB ______ �M\�— > — - I>S CENTER BD. I—AT GRANITE CURB (SEE S IN TAVLL DRAM TE w/ha DRIP CAP ETAMING G 0 F-1 � — PI,D SCREENING Fp SLOPING W STG.IE W' CAP ORAWINGB) EXTERIOR ER R URB— N OPARTIAL NORTH ELEVATION Z Ca+r,trIa SKIRT Bp. LL V• P _ _ a DRIP UP EXTE PAD FOR I �I E%TERIOR COOLER W 1 I II 1- --ll i Sul II O .fn W I—FLWD VENT OPENINGSN LJ v1-J i I____-______-__I_____] I �Ow zdz --TL----------- -------------------------------L------- Z Z w J, J---------------------- A ® cOPou AreD C = o _ C c W OvfRNEAD COIL -- AIP LT — NTER pWR — oN I.e ep. s sE%PowRE BUILDING I CAS TE RAILING—Ton w/ _ — EN SNINCLE CON.— ELEVATIONS as RUIGU CAL (SEEUSPfC,JE5 wIUDOW CA51NG Iu/ D FL HEA USING OOR ELEV. --_ _ --- __--_ -_- =2r-o2• — DATE MUD: ' yl/TYP.CEILING �- ---- '— -- E.26.0] A.F.F. , _ RENSIONS: To RGoF E�KR 0❑ ❑ 1 E T FLOOR __�c _. it -I _� _ ___ _—_ ar. � __ �„ _ca+T LIasKIRT SD. /ha GRIP CAP .. plwwN ' =ID'-OP• ——— — —— — —— - _ PROJECt#: _ I I C-0012-06 r• NORTH ELEVATIONELEVATION 1 - OMWING NO.: 9ECT ON CUT Tuagxu v x+>e•>.'-a PEDESTRIAN WALK WAY I I L------ A2 E 0 -- --------L,---------- ---- -I --=- STAMP: a NG ES 3C 2 B ! EL E VAA=vE N T OR '��•_ 5 DRF B 1v5 SUBFRIEE E RE FLAG P-E--- 9 w.CR wSH��NGLES Ri LnOUNTED �'9 5 x —_ AL y U WOVEN SHINGLE—HERD COVERED SERVICE_ AND STAIR ENTRY - - 2nd FLOOR ELEV. _ -— - — g ci `z ie ta Llo cORNEa BD. � - EXTERIOR=Ea R _ y . IQ- — Z .. GROUND FLOOR wn z'oR�PS1A,B — — __ w ID'-or - ___ _ _ _ _ cONc PAD CFOR EXTERIOR Ea Q W C j �1EAST ELEVATION C SQ W cQ I !J d RR f F� L _____-_____ O U z z W z 1REfn BA RICATED CUPOL CT7©. ' lll71+ _ C = O 2 — w 12 — r ELE�ROOF OR VENT_ C w _ - LL 1.10 TIRE: �URES - - -- -- EEO 5 ExPoS BUILDING w _ ELEVATIONS MEA CH _ HINGLE cp�ASING I= DAIS ISSUED: f, T —_- —_ , 6.76.B1 0 HIGH REMSIONS:NIFN � 5 l_yBAC _BMSE5- _____ CENTER I") .c CORNSEGR Q BEYOND BOARDS --- 0 Q I -- w/OC r _ R �_ — GOOIER .. — i l — CO]z DRIP DRAWN BY: fl J II EXTERIORI! Ili III_____ ,___-__.II 7 PROJECT#: p II BEYOND _=C,EXTERIOR COOLER 11 : JUL 0 2 2007 C-ODI]-0B { N ur u u III uF`_ILr U )R WNG NO, �[ vaIVACY FENCE ENCLOSURE ., LPLOOD VENT OPENNG5 T I 2 A . 1 --------------- -L- ---- ---------------------------1-----------J -The Commonwealtko12 fMassachusetts Department of lndustrial Accidents € Office oflnvestigations ' 600 Washington Street Boston,M4 02111 , www.m ass.gov/dia Workers' Compensation Insurance.Affidavit;,Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):. •Address: ``ate14 City/State/Zip: �yK Yj \k LVk C �St=k Phone.#: Are cu an employer? Check the appropriate box: Ty;XXew roect(required):• [2. I am a e to er with 4. [] I am a general contractor and Iy � 6. construction . employees(full and/or part.time).* have hired the sub-contractors ❑ I am a'sole proprietor or partner- listed'on the-attached sheet. 7. Remodeling ship and have no employees These sub-contractors have S. Demolition workin for me in an capacity. employees and have workers' g Y P tY, $. 9. ❑Building addition comp.insurance. [No workers' comp.insurance required.] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing all work ❑ • g P • myself [No workers' comp. right of exemption per MGL 12•❑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#I 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. Iam an employer that is providing workers'compensation insurance far my employees Below is-the policy and job site information. fiance Company Name: �-�— Policy#or Self-ins.Lic.#: C'--C�4 t Expiration Date: l Job Site Address: eaN_ City/State/Zip: `--A Attach a copy of the workers' compensation policy 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 1DIA for insurance coverage verification. I do hereby c u der the pains and penalties of perjury that the information provided above is true and correct Sienature: Date: � l Phone.#: Official use only. Do not write in this area,Yo be completed by city or town official City or Town: Permit/License#LIssuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: . . . . . . . .: ; a >« ©_ 'c ms -® . \ / mb ��ST U poN s�E y - » ¢ 063 20 f s'ee E ® yg / 's y0 . C %I s 09 c W T . oP yoo § �: m850 . ppa �R4\ a . AN�� 7 E S %% / \ . c m #er ALLMERICA FINANCIAL 440 Lincoln Street HANOVER INSURANCE Worcester, MA 01653 License or Permil Bond ❑The Hanover Insurance Company ® Massachusetts Bay Insurance Company Bond No. BLN1754928 KNOW ALL MEN BY THESE PRESENTS, that we, Builders Systems,Inc. 135 Southbridge Street,P.O.Box 635 of Auburn,MA 01501 as Principal, and []The Hanover Insurance Company (A New Hampshire Corporation)®Massachusetts Bay Insurance Company (A New Hampshire Corporation) as Surety, are held and firmly bound unto Town of Barnstable 220 Main Street,Hyannis,MA 02601 as Obligee, in the penal sum of Eight Hundred Eighty Dollars and no/100($880.00) -Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to -Street-Permit Bond NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 20th - - ---------------------------------------- day of _September------------- ----- 2007 Builders stems,Inc. - - ---------- -- --- - - Principal BY -- --------- - (seal) ® MASSACHUSETTS BAY INSURANCE COMPANY ❑ THE HANOVER IN CE COMPANY U'V .. aurie A.Penniman Attorney-in-Fact 141-0761(9/99) Certified Copy Void Without Hanover Watermark �. . This Power of Attorney may not be used to execute any bond with an inception date after January 1, 2008 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Joseph B.Battaini,Robert J.Vaudreul,John J.Cahill,John W.Kurkulonis,Jr.,Darlene F.Beshaw,Terri A.Nabulsi and/or Laurie A.Penniman of Worcester,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Twenty Million and No/100($20,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President,this 16th day of July,2007. TFSE HAHOV[R tN.SURAfiGE:COVf.PANY. M ASS ACKUBET7-5 BAY INSURANCE COMPANY two,ulrinrfcc coulPANY or•'AMCtti A y aZ,cYard-tt UanS,lgt�nburch;.Va.of'resident Rbbext K Grsanan Assistant'-Wises President' THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 16th day of July 2007, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. y CNN& Public My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7, 2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester, Massachusetts,this20th day of September 20 07 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY C11�S INSU ANCE COMPANY OF MERICA Stepp e ,..Rraui„Rssisian2''Tice Pres i rit Certified Copy Void Without Hanover Watermark 15254 I'Q BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 6 September 2007 Christopher Raye Builders Systems,Inc. P.O.Box 635 135 Southbridge St. Auburn,MA 01501 RE: Hy-Line Ferry Terminal Improvements Ocean St. - Hyannis, MA Notice oflntent/Notice to Proceed with Construction Mr. Raye: Hy-Line Cruises;Inc. has awarded construction of the above project to Builders Systems, Inc. based on its proposal dated April 19,2007. You are hereby authorized to proceed with construction of our new building and related site construction. Please expedite your comments and additions to the contract form as presented in the permit documents. Also,please sign and return a copy of this notice at your earliest convenience, along with a Certificate of Insurance. HY-LINE CRUISES,INC. (Owner) Philip Scu der, resident or other Authorized Representative Hy-Line Cruises ACCEPTANCE OF A . stopher Raye Builders Systems,Inc. 203 WILLOW STREET SUITE A PH 508-362-8382 YAPMOUTHPORT MA 02675 R ` ^.^r^^^ 1—r^Tn ^. a. FAX 508-362-2828 BUILDERS SYSTEMS, INC. General Contractors 135 SOUTHBRIDGE STREET•P.O.BOX 635•AUBURN,MASSACHUSETTS 01501 TEL. (508)798-8797 FAX#752-9017 September 21, 2007 TO: Town of Barnstable Re: Hy-Line Terminal Building To Whom It May Concern: This letter is to confirm that Christopher Raye is an employee of Builders Systems, Inc. He is our Branch Manager of our Sandwich Office. He will act as Project Manager and the primary point of contact for any matters regarding the Hy-Line Terminal Project. Very truly yours, BUILDERS SYSTEMS,INC. George Cappoli Vice President GC/cz Sullivan Engineering Inc. 7 Parker Road, Box 659,Osterville MA 02655 508428-3344 fax 508-428-3115 CIVIL DESIGNAFFIDAVIT Date: August 3, 2007 Project. Ferry Terminal Improvements for Hy-Line Cruises Ocean Street Hyannis,Massachusetts I, Peter Sullivan,PE, certify that to the best of my knowledge, information and belief that the Civil Design for the above referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the CIVIL design and will provide Construction Administration for the project during construction. PETER SULLIVAN, PE #29733 Engineer—MA reg. Number H OF PEFTER � SULLIVAN ENGINEERING, INC. SALLIVAN Company NO.29T � !L-� 7 PARKER ROAD OSTERVILLE.`MA to Address C) (508) 428-3344 Telephone Number Engineer Seal&Signature COMMONWEALTH OF MASSACHUSETTS Barnstable County On this Yd day of August, 2007 before me, the undersigned Notary Public, personally appeared Peter Sullivan, PE, proved to me through satisfactory evidence of identification, which was/were personal-knowledge to be the person/people whose name(s) is/are signed on the preceding or attached document, and acknowledged to me that he/she/they signed it voluntarily for its stated purpose'46. hael F. Schulz,�Notarlj>ublic My commission expires August 13, 2013 VCiviffnim Members of The American Society of Civil Engineers and The Boston Soci B E R BUILDING ENGINEERING RESOURCES, INC. MECHANICAL DESIGN AFFIDAVIT Date: August 1, 2007 Project: Ferry Terminal Improvements for Hy-Line Cruises Ocean Street Hyannis,Massachusetts I, Steven A. Karan,PE, LEED certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the MECHANICAL design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE, LEED; #34989 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, INC, ��``P��HOFn,�gc Company STEVEN A. tiG o KARAN m ' MECHANICAL C 28 MAIN STREET NO. EASTON, MA 0 34989 Address TE�� (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date August].2007. before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE,LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s)whose names) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful-and accurate,to the best of his/her knowledge. Before me, y m ssion Ex �es, 28 Main Street,Building3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B E R BUILDING. ENGINEERING RESOURCES, INC. - ELECTRICAL DESIGNAFFIDAVIT Date: August 1, 2007 Project: Ferry Terminal improvements for Hy-Line Cruises Ocean Street Hyannis,Massachusetts I, Marc R. Plante, PE. certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the ELECTRICAL design and will provide Construction Administration for the project during construction. MARC R. PLANTE, PE. 438119 Engineer-MA Reg. Number BUILDING ENGINEERING RESOURCES, !NC_, ZHOF�go_ Company MA 28 MAIN STREET NO, EASTON, MA ME140 Address (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date August 1, 2007}before me, the undersigned Notary Public,personally appeared the above named Marc R, Plante,PE}proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Before me, y i�ion Lpires, Did 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B E,, R BUILDING ENGINEERING RESOURCES, INC. PLUMBING DESIGNAFFIDAVIT Date: August 1, 2007 Project: Ferry Terminal improvements for Hy-Line Cruises Ocean Street Hyannis,Massachusetts I, Steven A. Karan,PE,LEED,certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the PLUMBING design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE. LEED; #34989 Engineer-MA Reg. Number ZH OF BUILDING ENGINEERING RESOURCES, INC, ��P� �A6s9 A. CyG Company $TEVEN a KARAN MECHANICAL y 28 MAIN STREET NO. EASTON,MA .34989 a Address S WL E (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date August 1,2007�before me, the undersigned Notary Public,personally appeared the above named Steven A. Karan,PE.LEED}proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose names) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. ore me, y C fission Expires, - (JCS G 28 Main Street,Building 3A I North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 1 BER@BER-engineering.com B R . BUILDING ENGINEERING RESOURCES, INC. - FIRE PROTECTION DESIGN AFFIDA VIT Date: August 1, 2007 Project: Ferry Terminal Improvements for Hy-Line Cruises Ocean Street Hyannis,Massachusetts I; Steven A. Karan,PE,LEED.,certify that to the best of my knowledge, information and belief that the above-referenced project was designed in accordance with the latest edition of the Massachusetts Building Codes and all Local and State Codes. The Engineer stated below was responsible for the FIRE PROTECTION design and will provide Construction Administration for the project during construction. STEVEN A. KARAN, PE; LEED, #34989 Engineer-MA Reg. Number WoS kOFMks BUILDING ENGINEERING RESOURCES,INC, Company g STEVEN A. p y Z. KARAN r^, v M CHANICAL -4 28 MAIN STREET NO. EASTON, MA 0asp o e Address (508) 230 - 0260 Telephone Number Engineer Seal&Signature On this date August 1,2007, before me, the undersigned Notary Public,personally appeared the above named Steven A. Ka ran,PE,LEED,proved to me through satisfactory evidence of identification which was personal knowledge to be the person(s) whose name(s) is signed on the preceding or attached document in my presence, and who swore to me that the contents of the document are truthful and accurate to the best of his/her knowledge. Before me, y o ission Expires, OL It 28 Main Street,Building 3A North Easton,Massachusetts 02356 IT 508.230.0260 IF 508.230.0265 BER@BER-engineering.com r COMcheck Software Version 3.3.1 Envelope Compliance Certificate Massachusetts Commercial Code Report Date: 08/08/07 Data filename:T:\COMMERCIAL\Hy-Line Ferry Terminal Expansion\Drawings\_Current Dwgs_\HY-LINE CURRENT.cck Section 1: Project Information Project Title: HY-LINE CRUISES, FERRY TERMINAL AMENITIES BUILDING Construction Site: Owner/Agent: Designer/Contractor: 230 Ocean Street Hy-Line Harbor Tours Rick Fenuccio Hyannis,MA 02601 22 Channel Point Road BLFR Architects,Inc. Hyannis,MA 02601 203 Willow Street 508-775-7185 Yarmouth Port,MA 02567 508-362-8382 Section 2: General Information Building Location*(for weather data): Hyannis,Massachusetts Climate Zone: 12a Heating Degree Days(base 65 degrees F): 5884 Cooling Degree Days(base 65 degrees F): 606 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 18%. Building Type Floor Area Dining:Bar Lounge/Leisure 4396 Section 3: Requirements Checklist Envelope PASSES:Design 28%better than code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Upper Roof:All-Wood Joist/Rafter/Truss 1731 30.0 0.0 0.035 0.059 Lower-Roof:All-Wood Joist/Rafter/Truss 918 30.0 0.0 0.035 0.059 Typical Exterior Wall:Wood Frame,Any Spacing 4386 19.0 0.0 0.068 0.089 Typical Windows:Vinyl Frame:Double Pane with Low-E,Clear, 565 --- --- 0.280 0.592 SHGC 0.43 Service Doors:Solid 119 --- --- 0.400 0.140 Entry Doors:Glass,Clear,SHGC 0.28 231 --- --- 0.420 0.592 Typical Floor:All-Wood Joist/Truss 2647 19.0 0.0 0.049 0.054 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. Cj 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Lj 5. Vapor retarder installed. Section 4: Compliance Statement HY-LINE G.RUISES, FERRY TERMINAL AMENITIES BUILDING Page 1 of 2 r t Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit applicatiori.The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the 'Requirements Checklist. P & -- �} Name-Title Date Q�PUL F cc No.7789 YARA WWORT, MA TH OF li HY-LINE CRUISES, FERRY TERMINAL AMENITIES BUILDING Page 2 of 2 Town of Barnstable all 200 Main Street,Hyannis,Massachusetts 02601 Lt MAS&to &659-�.� Growth Management Department Ruth Weil,]Director 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)8624785 Fax(508)8624725 www.town.bamstable.ma.us September 19, 2007 Hy-Line Cruises,Inc c/o Brown,Lindquist,Fennucio&Raber 203 Willow Street Yarmouthport,MA Reference: Site Plan Review#054-06,230 Ocean Street,Hyannis Map 326,Parcel 069,070,071-001 Proposal: Terminal improvements&amenities to include a new two-story building to provide a"Food Court"type service and common area on the first level and on the second level a training room,storage space and a roof deck accommodating seats and tables. Site improvements to include drainage,HC accessible ramps and landscaping. Dear Sirs: Please be advised that your proposal was reviewed by the Site Plan Review Committee at the Formal Site Plan Review meeting of November 16,2006 and subsequently received administrative approval subject to the following: e This approval is based on the plan entitled"Proposed Ferry Terminal Improvements for Hy-Line Cruises,Ocean Street,Hyannis,MA",prepared for Hyannis Harbor Tours,Inc., Hyannis,MA by CapeSurv, Osterville,MA and dated September 21,2006,Sheets 1 &2, and Proposed Drainage Areas, Scale 1"=20'; and plans dated September 25,2006 prepared by Brown,Lindquist,Fenuccio&Raber Architects,Inc.,Yarmouthport,MA, Sheets SPI,Al.1,A1.2,A1.3,A2.0,A2.1; and"Parking Plan for Property at 230 Ocean Street,Hyannis,MA"dated Oct. 2,2006,revised Oct. 4,2006,Scale 1"=I 50';and "Schematic Landscape&Planting Plan,Hy-Line Cruises Ferry Terminal Expansion", dated August 17,2007,prepared by Helios Land Design,Brewster,MA, Sheet L-1,Scale I"=10'with referenced changes as set out in a Memorandum and depicted in a revised section of said landscape plan from Rick Fenuccio to Patty Daley dated September 17, 2007 attached and made a part of this site plan approval letter. ® Compliance with the Design Infrastructure Plan, Conservation Commission and Hyannis Historic Main Street reviews and approvals is necessary. ® Applicant must obtain all other applicable permits, licenses and approvals required. l ® Upon completion of all work,a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of your approved site plan and proposal will be retained on file. If you have any questions,or require further assistance,my direct telephone number is 508-8624679. Sincerely, Ellen M.Swiniarski Site Plan Review Coordinator Attachment: Memorandum and revision to Sheet L-1 dated September 17,2007 CC: SPR File Tom Perry,Building Commissioner 4 "°SEP.17.2007;0' 4:30PM"if(SPLANNING BLUR ARCHITECTS N0.479 P.12 001 BROWN LINDQUIST FEND CCf o & Ra ® ER AlacH ) TECZS, INC. 17 September 2007 TO: PaTW Daley(Bamstable Orowth M=ge=t Division) FROM: Rick Fenuccio KA FAX S4&862,4725(2,pages eo RE: Clarifications to Proposed Ferry T=mwnd improvMmts HY-Lim Cruises, Inc. cc: marry DeMartino(Hy-Live) Tim Sawyer(BLF&R) Chris Faye(Builders Systems Inc.) Patty: Per our conversation this morning;we have received a verbal approval from the staff at Hy-Line to change the"striped pedestrian wails"connecting tom the site to channel Point Rd.,from paver mt striping to the stamped concrete"Boardwalk"panerm Wkb regard to clamscation,the green Ash trees noted on the Landscape Plan,Drawing L•1,the"FP"symbol does apply to the green Ash tree loatiora and the quwtity of(3)in the plaxi4mg Pile is correct, The corner tree is an"Existing to Rarea&,VW. and the FP desigaauon was incorrect. Please me if You have any additicrW questions, Ries enuccio Ens. R Vak 203 LLOW STPERT SU17E A VAPr )UTHPORT MA 02675 PH 508.562.63B2. WWW,CAF6ARCHITECTs-CoM PAX 5o6.362-26s8 SEP.17.200TO 4:30RV645PLANNING BLUR ARCRITECTS N0.479`'F.2%2 -- 19002 ' it Ic f (4) HP-4 (1) FP 80 C ' i I lo (4) NB - •� :1- ��- :��; �. ... (10) ICE HE[ (4) HP (1) FP ° . i'" AMA Wels MR s' ri (4) HP & (1) FP c/2 Jl •o • ;,`•`- ice• ii oNRkt i Hyannis Main Street Water 1 f �� Historic District Commission ,. 230 South Street Hyannis,Massachusetts 02607� A�� -a RAO .29 TEL: 508-862-4665/FAX: 508-862-71725 Application to Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G.L. Chapter 40C, The Historic Districts Act for proposed work as.described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: !) 1. Exterior Building Construction: X 0. g ❑New Building Addition Alteration ,,� Indicate type of building: ❑ House ❑ Garage ❑X Commercial ❑ Otherfl"°"� 2. Exterior Painting: ❑ 3. Signs or Billboards: El New Sign' ❑ Existing Sign ❑ Repainting existing sign 4. Structure: ❑ Fence 0 Wall ❑ Flagpole ❑ Other - 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration (Please see guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE 7/2/2007 ASSESSOR'S MAP NO. 326 ASSESSOR'S LOT NO. 069 APPLICANT Hyannis Harbor Tours,Inc. TEL.NO. 508-775-7185 APPLICANT MAILING ADDRESS 22 Channel Point Road,Hyannis,MA 02601 ADDRESS OF PROPOSED WORK 230 Ocean Street,Hyannis,MA 02601 PROPERTY OWNER Hyannis Harbor Tours,Inc. TEL NO. 508-775-7185 OWNER MAILING ADDRESS 22 Channel Point Road,Hyannis,MA 02601 FULL NAMES AND MAILING ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. This information is best obtained at the.Town - Assessor's Office. (Attached additional sheet if necessary) SEE ATTACHED LIST 07 AGENT OR CONTRACTOR Timothy Sawyer c/o BLF&R Architects,Inc.TEL NO. 508-362-8382 ADDRESS 203 Willow Street, Suite A,Yarmouthport,MA 02675 s. i DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation, chimney, siding, roofing, roof pitch, sash and doors, window and door frames,trim, gutters- leaders, roofing and paint color, including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Hy-Line Harbor Tours is proposing the construction of a Ferry Terminal Amenities Building at the corner of Ocean Street and Channel Point Road. The Proposed facility is approximately 4,378 G.S.F. over two stories. The first floor is primarily occupied by two food service tenants as well as a small common lobby with public restrooms. The 2nd floor is comprised of an open air deck and service counter associated with one of the 1st floor tenants. In addition there is approximately 940 G.S.F. of unfinished space that may in the future become a Hy-Line training area. The 2nd floor is accessed by a 2 stop elevator, an interior egress stair on the south side of the building and an open stair connecting to the deck on the east side of the building. See attached drawings for full material notations. Signed Owner-Contractor-A ,'ta Timothy RV. Sawyer rown indquist Fenuccio &Raber Architects,Inc.) SPACE BELOW LINE FOR COMMISSION USE. ' . Received by HMSWHDC _. Date Time This Certificate is hereby By Date Z C S' n IMPORTANT: If this Certificate is approved, approval is subject to the 20 day appea period provided in the Ordinance. CONDITIONS OF APPROVAL: HYANNIS MAIN STREET'WATERFRONT HISTORIC DISTRICT COMMISSION *** SPECIFICATION SHEET *** ADDRESS OF PROPOSED WORK 230 Ocean Street, Hyannis, MA FOUNDATION Concrete SIDING TYPE White Cedar Shingles COLOR Maibec "Classic Beige" CHIMNEY TYPE N/A COLOR ROOF MATERIAL 30 year asphalt shingle COLOR Certainteed "Weathered Wood" PITCH 8/12 typical; 6/12 octagon WINDOW Double Hung w/Transom & Casements COLOR White TRIM COLOR White DOORS Full light w/transom COLOR White SHUTTERS N/A --------------- GUTTERS Aluminum (white to match trim) DECK Stamped concrete boardwalk pattern & stone landscape pavers (a terrace and ramps GARAGE N/A COLOR NOTES: Fill out completely,including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application, along with three copies each of the plot plan, landscape plan and elevation plans, when applicable. The Plot plan need not be "Certified", but should show all structures on the lot to scale. - JUL 0 2 2007 ABUTTER'S LIST Hyannis Harbor Tours (Ferry Terminal)—230 Ocean Street, Hyannis,MA (Map 326/Parcel 069) May/Parcel Owner's Name & Address 326 /027 Hyannis Harbor Tours 247 Ocean Street Hyannis, MA 02601 326/034 Anthony J. Folino, Jr. The Hyannis Angler's Trust P.O. Box 83 Hyannis, MA 02601 326 /035 Harborview Hotel Investors, LLC 28 Jacome Way Middletown, R.I. 02842 seq. 326 /036 Carolyn A Short Ocean Bay Two Trust 1418 Commonwealth Avenue West Newtown, MA 02465 - CI 326 /070 Hyannis Harbor Tours V!Cl 247 Ocean Street Hyannis, MA 02601 326/ 104 Hyannis Harbor Tours 247 Ocean Street Hyannis, MA 02601 326/ 107 John K. &Marina H. Atsalis 242 Ocean Street Hyannis, MA 02601 JUL 0 2 2007 • LAI +Thu, Sep 6, 2007 5:25 PM Frorra, Lt. Don Chase <dchase@hyannisfire.org> To: Tom Perry <Tom.Perry@ town.barnstable.ma.us> Date: Thursday, September 6, 2007 7:43 AM Subject: Hy-Line new building Hi, All questions regarding the plan review for this project"`have been answered as of yesterday: 'A Tenants: coffee bar - year round food service - annual FPE stamped plans for sprinkler .r Address: 230 Ocean St. - not 22 Channel Point Annunciator: capable of remote reset as well for system. C6 �°� All set for permit as far as we are concerned. PR VE BUREAU ENT Thanks, Don A 0260 a Page 1 of 1 09-19-'07 07:57 FROM-BUILDERS SYSTEMS,INC +5087529017 T-706 P001/004 F-468 ,ACORD. CERTIFICATE OF LIABILITY INSURANCE uAle PRODUCER (508) 52-3500. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Protector Grxu;-:nsr,AS)ency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 100 Front Slt?eet,Suite 800 HOLDER,THIS CERTIFICATE DOES NOT AMEND,ER:TEND OR Worcester, 01608-1435 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. M�A INSURERS AFFORDING COVERAGE NAIC# INSURED Builders Systems,Inc INSURERA.Acadia Insurance 135 Southbridge St,PO Sox 635 INSURER a Atlantic Charter Auburn,MA 01501 INSURERC: INSURER O: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,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 TD ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Ike D' POLICY NUMBER POLICY FFFECTIVE P 1 f91 mRATION UNITS GENERAL LIABILITY EACH OCCURRENCE S 11000,00 A X COMMERCIAL GENERAL LIABILITY CPA0042039-18 1/1/2007 7/1/2008 PREMISES Ea cecwenoa $ 256,0001 CLAIMS MADE Q OCCUR MEO EXP(Any one person) $ 5100 PERSONAL 8 ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,0 GE N'L AGGREGATE LIM)T APPLIES PER: PRODUCTS•COMP/OPAGG $ 2,000,00 POLICY fX1 PRSi F LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 11000,00 A ANYAUM MAA130059417 7/1/2007 7M/2008 Meecclden0 ALL OW NED ALITOS BODILY INJURY X SCHEDULED AUTOS (Per pcnlon) $ X HIRED AUTOS BODILY INJURY X $ NON•OWNED AUTOS (Per socldent) PROPERTY OAMAGE $ (PeracrikPI) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ F I ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. AGG $ EXCESSIUMBRELLALIMLITY EACH OCCURRENCE $ 10,000,00 A X OCCUR CLAIMS MADE CUA0042041-18 1/1/2007 7/112008 AGGREGATE S 10,000,00 S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X WRYLIMITS I EH B EMPLOYERS'LIABILITY C100048401 7/1/2007 7/1/2008 E.A.EACH ACCIDENT $ 1,000r04 ANY PROPRIETORIPARTNERJEXECUTIVE OFFICEPUMEMBER EXCLUDED? E.L.DISEASE-FA EMPLOYE $ 1,000,00 f(yyes desanbe under 1,000,001 8PEGIIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER A Installation Floater CPA0042039-18 7/1/2007 711/2008 Per Sita fTDD.BD DESCRIPTION OF OPEW40NO f LOCATIONS f VEHICLES I EXCLUSIONS A00E0 BY ENDORSEMENT/SI°ECIAL PROVISIONS all operations of insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUINI)INSURER WILL,ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO YN6 CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SMALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURM ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25'1001/08) 0 ACORD CORPORATION 1998 ASSESSORS REF.: Map 326, Parcels 69, 70, & 71-1 The c f�7 j�9 T"' '4739'W �319 st Of ,2004 7t ZONES: HD RB zot Area (min.) 20,000 SF Area (min.) 43,560 SF M 6,4ss�"W Frontage (min) 20' Fronta e'(min) 20' _ Width (min) no Width g(min) 100' Setbacks: Setbacks: Fron t 20' Front 20' z Side 10' Side 10' �+ Rear 10' Rear 10' OVERLAY DISTRICT: AP — Aquifer Protection District Lewis Bay Oa�sye FLOOD ZONE: qua /tiff Zone B & A9 (EL 10) Community Panel No. fo #250001 0006 D July 2, 1992 >'ss FOSe ICC° Y m°fit c a C ?95T� ro ¢ ¢ 1 m O OU O Ticket Booth I n _ bry yea 2 m Q ry © j 00 O• I V el 4230 i w Aga r ep New Concrete y Foundation / O �tx6�0 ����. ��9.1�a 1 certify that the foundation shown hereon conforms to ` 0OY the setback requirements of �s the Zoning Bylaws of the town of able. 20. WEURSA L=78.78' R=41.45 oG � J PLOT PLAN At 230 Ocean Avenue BARNSTABLE (Hyannis) NOTES: /SASS, DATE: 05/MAY108 SCALE: 1"--50' 1.) The structures shown were located on the ground 0 25 50 75 100f= by conventional survey methods on (or between) 22/SEP/03 and O1/MAY/08. PREPARED FOR: Hyannis Harbor Tours, Inc. 2.) The property line information shown hereon was 22 Channel Point Road compiled from available record information. Hyannis MA 02601 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #. C596g1 FIELD BY. RRL/DWB (508) 420-3994 / 420-3995fax 'r a. � ;30 4 C� "SEP.17.2007:D' 4:30PMU5st51'LANNING BLFR ARCHITECTS N0.479 P. 1/2001 ■ ■ ■ ■ BROWN L I N D Q U I S T FENUCCIO & RABER ARCHITECTS, INC. - - • —, 1.7 September 2007 TO: Patty Daley (Barnstable Growth Management Division) FROM: Rick Fenuccio `: "may; an �., . V!A FAX- S08-862-4725(2 pages total) o RE. Clar acations to Proposed Ferry Terraind Improvements o Hy-Line Cruises, Inc, CC: Marry DeMartino (Hy-Line) Tim Sawyer(BLF&R) Chris Raye (Builders Systems Inc.) Patty: Per our conversation this morning,we have received a verbal approval lzom,d1e staff at Hy-Line to change the"striped pedestrian walk"connecting from the site to Channel Point Rd.,from pavement striping to the stamped concrete `Boardwalk"patter With regard to clarification, the green Ash trees noted on the Landscape Plan, Drawing L-1,the "FP"symbol does apply to the green Ash tree locations and the quantity of(3)in the plan ing list is correct, The corner tree is an"Existing to Remain"tree and the FP designation was incorrect. please,411 me if ou have any additional questions, /01 Rick enuccio Enc. RPF/ok 203 �'i LLOW STREET SUITE A YArp )UT►•IPORT MA 02675 PH 508-362-8582 WWW,CAPEARCHITECTS.COM FAX 506-s62.2826 nil LO / 'v- �, 1, /•• � �� ! � H - ', � � `� � fig" � �.;\• O co pJr�� rrl o Sullivan Engineering Inc. 7 Parker Road, Box 659,0sterville MA 02655 508-428-3344 a-mail:owflyena,aol.com fax 508-428-3115 February 7, 2007. - t Thomas Perry, Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: SPR 054-06/Hy-Line/230 Ocean Street,Hyannis Dear Commissioner, ) Please find attached copies of a revised plan for the above referenced project,which show a proposed generator located to the south of the terminal expansion. If there are any issues with the proposed generator, please advise. Also, please note that as discussed at the Site Plan Review Meeting we met with the Town Engineer, and he is not recommending a cross walk in Channel Point road. As such, we believe there are no outstanding issues. I trust this meets your present needs. Please feel free to call with any questions. Very truly VEIT 1 Jo O'D Sullivan Engineering Inc. ' g g i -ro N T- ` W �' I i Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers V ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Number: C-0012-06 Project Name: Hy-Line Ferry Terminal Expansion Project Title: Proposed Ferry Terminal Improvements "New Amenities Building") Project Location: 230 Ocean St. Hyannis s> Scope of Project: Construct new 4396 s . ft. two-story wood frame building Assembl A-3 Us and - Cb related sitework drainage and exterior terrace. rn Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Richard P. Fenuccio Massachusetts Registration Number 7789 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law (M.G.L.)c. 112, §81R. For the above named project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. Pursuant to 780 CMR 116.23 1 have provided the results of structural tests and inspections to the building official and owner. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. I have submitted a report as to the satisfactory completion and the readiness of the project for occupancy. 0- ;��ZO Architect Richard P. Fenuccio Date Subscribed and Swor to, before is 30 day of ()�I�_ 20C�g'the undersigned notary public, personally appeared oL provide to me through satisfactory evidence of identification, which is .Q S Ac%k— a d 2, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose.Nab"Milic _ J AlyawKmW Notary PublicBMTARblecon* ate Notary Commission Expires My Cammismn Esgirw 4-2-2010 'f CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 1203-L9 PROJECT TITLE: Hy-Line Cruises :PROJECT LOCATION: Ocean Street'-Hyannis,.MA - NAME OF BUILDING:, ;Ferry Terminal. SCOPE OF PROJECT: 2-Story;steel/wood-frame structure and foundation(4,700+%-s.f footprint) , In accordance with,Section 116:0.of the:Massachusetts State Building Code, Sixth Edition(MB.C);I,'" r Brian A. Walsh,P.E.,Massachusetts Registration No.46077 being a•licensed professional structural engineer hereby certify that the necessary professional"services have been performed by myself'or'my ' representatives under-my review and either myself or my representatives have been present on the construction site on a regular and.periodic basis and have been responsible for the following .. STRUCTURAL CONSTRUCTION WORK as_specified in.Section 116.2.2`. 1 Structural components as,specified on°Allen&'1Vlajor-Associates,Inc: structural drawings,numbered SO.I through SS.4'and dated August 1,2007'., 2. 'Review of shop drawings, samples and other submittals from the'contractor as required by the construction contract d_ocuments as submitted for building permit,and approval.for conformance to r the design concept: Work specifically not included in this Construction Control Affidavit to,lie provided by others shall. include testing and inspection'of materials in accordance with MBC Section.1705�for'the following '. building components: 1. Geotechnical-inspection and testing services(i.e soil bean' g'capacity) 2. :Materials testing services(i.e.bolted connections,welds, etc:) t I certify at,this time that the-structural components of the work described herein have been satisfactorily ; ':completed in accordance"with.the requirements of the Commonwealth of Massachusetts State Building' . '•. .; Code,,Sixth Edition, to the-best of my knowledge'and belief,based on construction'observation and review services performed and-described 1lerein and based upon my review'of,material and geotechnical t testing aril investigation reports (prepared by others) f �NOF144 oaf UK A. q� WALSH Signature % v STRUCTURAL y No.46077. Q r S NtdA Subscribed and sworn to before•me this �� day of 20 d r NO ARY PUB I My Commission Expires On BUILDING ENGINEERING RESOURCES, INC. MECHANICAL FINAL AFFIDAVIT Date: July 1, 2008 Project: Hy-Line Ferry Terminal Ocean Street Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan, PE,LEED, Reg.#34989,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge, such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances.for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan, PE, LEED Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street -North Easton, MA , State Registration No.: MA#34989 ��H OF 414 Telephone Number: (508) 230-0260 �Ga STEVEN A. yG� KARAN P ANICAL m 0 34989 ,0 F S NAL' Engirkering Seal&Signature On this date July 1.2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE, LEED, proved to me through satisfactory evidence of identification,which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to th he contents of the document are truthful and accurate to the best of his/her knowledge. Notary Pub ommission Expires: April 6,2012 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 1 F 508.230.0265 BER@BER-engineering.com BUILDING ENGINEERING RESOURCES, INC. - -ELECTRICAL FINAL AFFIDAVIT Date: July 1, 2008 Project: Hy-Line Ferry Terminal Ocean Street Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Marc R.Plante., PE. Reg.#38119,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Marc R. Plante, PE Company Name: Building Engineering Resources, Inc. Company Address: 28 Main Street-North Easton, M State Registration No.: MA#38119 F�q Telephone Number: (508) 230-0260G T L O Engineering Seal&Signature On this date July 1,2008, before me,the undersigned Notary Public,personally appeared the above named Marc R.Plante,PE, proved to me through satisfactory evidence of identification,which was personal knowledge to be the person(s)whose na (s)is signed on the preceding or attached document in my presence,and who swore tome that the Conte s f the document are truthful and accurate to the best of his/her knowledge. Notary a y Commission Expires: April 6,2012 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F508.230.0265 BER@BER-engineering.com BUILDING ENGINEERING. RESOURCES, INC. PLUMBING FINAL AFFIDA VIT Date: July 1, 2008 Project: Hy-Line Ferry Terminal Ocean Street Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,I,Steven A.Karan, PE,LEED, Reg.#34989,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge,such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan,PE, LEED Company Name: Building Engineering Resources,Inc. Company Address: 28 Main Street-North Easton, MA State Registration No.: MA#34989 Telephone.Number: (508) 230-0260 9� STEVEN A. 5G o KARAN E HANICAL .34989 p� o STEP�O ONAL EN Engineering Seal&Signature On this date July 1,2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE, LEED, proved to me through satisfactory evidence of identification;which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to me t the contents of the document are truthful and accurate to the best of his/her knowledge. r � Notary y Commission Expires: April 6,2012 4 4 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com B1 ER BUILDING ENGINEERING RESOURCES, INC. FIRE PROTECTION FINAL AFFIDAVIT Date: July 1, 2008 Project: Hy-Line Ferry Terminal Ocean Street Hyannis,Massachusetts In accordance with Section 110 and 116.0 of the Massachusetts State Building Code,1,Steven A.Karan, PE,LEED, Reg.#34989,being a registered professional Engineer hereby certify that I have directly supervised the preparation of all design plans and construction administration for the above named project and that to the best of my knowledge, such plans,and the construction work meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and applicable laws and ordinances.for the proposed use and occupancy. I further certify that I have performed the necessary professional services on the construction site to determine that the work is in accordance with the documents submitted and approved for the building permit. Engineers Name: Steven A. Karan, PE, LEED Company Name: Building Engineering Resources,Inc. Company Address: 28 Main Street-North Easton, M State Registration No.: MA#34989 � H oFMgss Telephone Number: (508)230-0260 STEVEN A. 9cti y o KARAN , MECHANICAL 0.34989 Or i TEP�� S fVAL E Engineering Seal&Signature On this date July 1,2008, before me,the undersigned Notary Public,personally appeared the above named Steven A.Karan,PE, LEED, proved to me through satisfactory evidence of identification,which was personal knowledge to be the person(s)whose name(s)is signed on the preceding or attached document in my presence,and who swore to m the contents of the document are truthful and accurate to the best of his/her knowledge. Notary Pub Commission Expires: April 6,2012 28 Main Street,Building 3A North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265(BER@BER-engineering.com SEEM BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, I N C, 1 July 2008 Thomas Perry, Building Commissioner(Via Hand Delivery) C= C Town of Barnstable 200 Main Street _. Hyannis, MA 02601 ' zn- CS. -C7 7E RE: Progress Report No. Five (Substantial Completion) / N Ferry Terminal Improvements Building for •• r Hy-Line Cruises, 213 Ocean Street,Hyannis,MA rn Dear Mr. Perry: Since our last construction progress report submitted on April 28th, the following general work has been completed: ➢ All exterior finishes for the building have been completed ➢ All interior fit-up work is nearing completion and final inspections are in progress ➢ The elevator has been completed and signed off by the State Elevator Inspector ➢ New and patched finish driveways, hardscape and softscape work has been completed ➢ Exterior railings are nearing completion The work completed to date continues to be completed in a good and workmanlike manner and in general conformance with our construction documents. Attached please find Field Report No. 5 dated 5/9/08 as provided by our Consulting Structural Engineer, Allen &Major Associates, Inc. There were previously incomplete joist bridging, hardware connectors, shear wall blocking and floor-to-floor straps which have now been completed. Our team confirmed the proper installation of these items prior to the installation of any interior finishes. Our Consulting MEP Engineers from BER(Building Engineering Resources, Inc.) are conducting their final site inspections today and we will receive their Construction Completion Affidavits tomorrow. These will be submitted under separate cover along with the Architectural and Structural Affidavits. 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS,COM FAX508-362-2828 If you have any questions, please feel free to contact me at any time. LFE SincerelNo y, Richard P. Fenuccio rrp FF YAR4lj3UTHF�if, President/Principal-in-charge MA ih,a� Enc. Allen&Major Field Report 45 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer(BLF&R Architects, Inc.) Brian Walsh(Allen&Major) Asst. Building Inspector Paul Roma RPF/ak A� SOiClE_ATES, 1N i.,/. 100 Commerce Way, P.O.Box 2118 r 4 Woburn,NIA 01888-0119 Tel: (781) 935-6889 IL IL%�Ik - ReportI:I 5 Fax:(751 j 935-2896 Client: BLFR Report late: May 9, 2008 Project: Hy-Line A&M Project#: 1203-19 Location: Hyannis, NSA Contractor: BSI Weather: Light Rain Temperature: 65` Date of Site Visit: I May 8,2008 Time: From: 1:30 pm To: 2:30 pm Present at Site: Pat(BSI) Brian Walsh(A&M) Reported by: Brian Walsh The following items from.previous reports are outstanding or resolved as indicated: 3.2 First floor framing plan (Drawing S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On conventional framing, 1 line of bridging is required for each 8 feet bf span per wood construction note#14 on drawing S0.2. [04-24-08]:Not complete as of this observation. [05-08-06]: Observed complete. 3 2.2 Framing clips and post hardware connections have not been installed as of this observation. [04-24-08]: Observedioist(.hij--t, post Caps arq%j p,S3S b85$S i;;cf flab' TFJa drop beam anchors,Simpson HTSM16 have not been installed as of this observation. [05-08-08] Observed complete. 3.3 Second floor framing plan (Drawing S2.2): 3.3.3 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On engineered framing, 1 line of bridging is required at mid-span. [04-24-08]:Not complete as of this observation. [05' 08-081: Observed complete. ClV ��7 StrLlo't n'a.';Elltilr'•'Et aril S veYorS a EIlYlrUlllt7�r1[il'CL;115L11'ta;ttS 1a11.C15C f.�lE`1TC171CL S u-,x,-v.a lel;iTi t))l,COT1.1 3.6 Second floor bracing (Drawing S3.2): 3.6.6 Floor to floor straps shown on this plan have not been installed as of this observation. [04-24-08]: Not complete as of this observation. (05-08-08]: Observed in progress see item 4.5 below. 4.1 Roof truss anchorage in the octagon roof must be installed on the primary girder truss and each girder truss bearing on a wail corner. See truss shop drawings for truss anchorage requirements. Each truss bearing on a wall corner is scheduled to get an H15 or H15-2 anchor depending on number of truss plys. On the 4-ply, primary girder truss the specified anchorage may be substituted with PHD-2 holdowns screwed into each side of the truss and corresponding inverted holdowns below the plate. B.Walsh reviewed this with Woody in the field. X-08-08]: The 4-ply trusses were anchored as described above. The H15 hangers could not be installed as intended at this stage of construction. As a result all girder trusses in the octagon roof will be anchored similar to the 4-ply girder except that only one connection per truss end is required This was reviewed in the field with Pat: 4.2 At the first floor on drawing S3.1,the type 2 shear wall behind the elevator and parallel to the E fine requires horizontal blocking and edge nailing of 4"o.c. along the horizontal seam. [05-08-08]: Observed complete. 4.3 The floor to floor strap shown on drawing S3.2 in the NE corner of the elevator is not installed. The exterior wall is finished at the exterior deck above. It was discussed that the exterior siding would be removed to install a PHD-2 holdown on the corner post above the deck floor. A threaded rod drilled down through the plate to an inverted PHD-2 holdown below the plate on the comer post at the first floor. [05-08-08j:Observers complete. 4.5 See item 3.6.4 above. Except as noted in 4.4,floor to floor straps outside of the octagon area are not installed at the specific wall end locations shown on drawing S3.2. It appears that most of these straps can be installed on the interior of the building with some additional cavity blocking. {05-08-08J. None of the 4 required MST60 straps were installed to the stairwell area. The northwest and southeast corners of the elevator shear walls require additional strapping per plan that is not yet complete. The north shear wall of the stair well is observer!complete. The east wall of the building on grid line F is observed complete. The following was rioted: 5.1 No new were reviewed, the purpose of this observation was to review outstanding items above, 5.2 B.Walsh advised Pat to photograph aJl corrective work upon completion. B. Walsh will contact BLFR to.determine timing of next observation. BSI should not conceal any corrections until they are observed by either BLFR or A&M. The above items were reviewed with the project superintendent prior to my departure from the site. Brian A.wish,FZ Project Manager Email: e, Pace 2 BROWN LINDQUIST FENUCCIO & RA A"'VE�R ` rAR';:C,HaIETECTS, INC. 28 April 2008 _, -. ..._ Thomas Perry, Building Commissioner(Via Hand Delivery) Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Progress Report No. Four/Ferry Terminal Improvements Building for Hy-Line Cruises, 213,-Ocean Street,'Hyannis, MA Dear Mr. Perry: Since our last construction progress report submitted on March 7t",the following general work has been completed: ➢ Roofing work is completed and the building is weather tight. ➢ Exterior trim and side wall work is nearing completion. ➢ Rough inspections for gas, electrical, and plumbing have been completed. A rough frame inspection will be called for once all items noted by the structural engineer are resolved. ➢ Water and sewer connections have been made at the street. ➢ Underground site drainage structures have been installed ➢ Exterior sitework is in progress The work completed to date continues to be completed in a good and workmanlike manner and in general conformance with our construction documents. Attached please find Field Report No. 4 dated 4/25/08 as provided by our Consulting Structural Engineer, Allen&Major Associates, Inc. There are numerous joist bridging,hardware connectors, shear wall blocking and floor-to-floor straps which have not yet been completed. Our team will monitor the proper installation of these items prior to the installation of any interior finishes. Attached please find Site Visit Report dated (4/17/08) as provided by our Consulting MEP Engineer, BER(Building Engineering Resources, Inc.). The work completed to date continues to be completed in general conformance with the construction documents. If you have any questions, please feel free to contact me at any time. 203 WILLOW STREET,SUITE A PH 508-362-8382 . YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX508-362-2828 Si:� ncereI )0O _ � �� Richard P. Fenuccio President/Principal-in-charge Enc. Allen&Major Field Report#4 BER Site Visit Report dated 4/17/08 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer (BLF&R Architects, Inc.) Asst. Building Inspector Paul Roma RPF/ak / AAh ASSOCIATES, INC. 100 Commerce Way P.O.Box 2118 Woburn,MA 01.888-0118 /' Tel:. (781)935-6889 Field Report �` Fax:(781)935 2896 Client: BLFR Report Date: April 25,2008 Project: Hy-Line A&M Project# 1203-19 Location: Hyannis, MA Contractor: BSI Weather: Clear Temperature: 65' Date of Site Visit: April 24,2008 Time: From: 9:30 am To: 11:30 am Present at Site: Woody(BSI) Tim Sawyer(BLFR) Brian Walsh (A&M) Reported by: Brian Walsh The following items from previous reports are outstanding or resolved as indicated:. 3.2 First floor framing plan (Drawing S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On conventional . framing, 1 line of bridging is required for each 8 feet of span per wood construction note#14 on drawing S0.2. [04-24-08]:Not complete as of this observation. 3.2.2 Framing clips and post hardware connections have not been installed as of this observation. j04-24-081. Observed joist clips,post caps and post bases installed. The drop beam anchors, Simpson HTSM16 have not been installed as of this observation. 3.3 Second floor framing plan (Drawing S2.2): 3.3.1 B. Walsh notified Pat of the diaphragm requirements shown in details 4 and 5 on S5.1. The plywood diaphragm is not currently extended to the steel frame as per the plans and should be corrected. £04-24-0$ . Observed complete. 3.3.2 Column C7 interior on grid line 5 requires additional blocking at the floor cavity in the weak direction of the column beam connection. civi structural cngtr,; rs laltd Surveyors $ environmental consultants landscape architects www.al lenrn ij or.com [04-24-08]: Observed complete. 3.3.3 ,foist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On engineered framing, 1 line of bridging is required at mid-span. [04-24-081, Not complete as of this observation. 3.4 Roof framing (Drawing 52.3): 3.4.1 Eave blocking installed must be corrected to eliminate the gap between roof plywood and blocking and be installed per detail 1/S5.2. B.Walsh notified T. Sawyer of BLFR to confirm the ventilation resulting from the structural detail. [04-24-08]:Observed complete. 3.4.2 B.Walsh identified details 3/55.4 and B/55.2 regarding attachment of drag trusses and extension of shear walls to the underside of roof diaphragm.. [04-24-08]: Observed complete, pictures were supplied by BSI for areas not readily visible at this time. 3.5 First floor bracing(Drawing.53.1): 3.5.1 Holdown PHD2 on the interior stair wall between grids C and D cannot be installed due to conflict between drawing S1.0 and S3.1 in this area. B.Walsh and Pat discussed that the plywood sheathing on the stair side of the bathroom wall will be extended to the PHD2 at the elevator machine room. Combined wind post in the comer should be nailed per the sole plate nailing schedule on drawing SO.1 (16d @ 6 o.c.) [04-24-08]:Observed complete. 3.5.2. As of this observation interior plywood shear wail sheathing has not been installed. [04-24-08]: Observed complete. 3.6 Second floor bracing (Drawing 53.2): 3.6.1 PSW strapping has not been installed as of this observation. According to Pat it will be installed on the interior. [04-24-08] Observed complete. 3.6.2 B.Walsh stated that PHD2 holdowns in the octagon front and rear walls may be replaced with 2-CS16 straps face nailed to the exterior of the windpost and side of beam FB212 below. [04-24-08]:Observed complete. 3.6.3 B.Walsh stated that inverted PHD2 holdowns must be installed in the street side octagon wall to the solid joist cavity blocking shown in 4/S5.1 directly below this wall. [04-24-08]:Observed complete. 3.6.4 Floor to floor straps shown on this plan have not been installed as of this observation. [04-24-08]:Not complete as of this observation. The following was noted: 4.1 Roof truss anchorage in the octagon roof must be installed on the primary girder truss and each.girder truss bearing on a wall corner. See truss shop,drawings for truss anchorage requirements. Each truss bearing on a wall corner is scheduled to get an H15 or H15-2 anchor depending on number of truss plys. On the 4-ply, primary girder truss the specified anchorage may be substituted with PHD-2 holdowns screwed into each side of the truss and corresponding inverted holdowns below the plate. B.Walsh reviewed this with Woody in the field. 4.2 At the first floor on drawing 53.1,the type 2 shear wall behind the elevator and parallel to the E line requires horizontal blocking and edge nailing of 4"o.c. along the'horizontal seam. 0 Paoe 2 4.3 The floor to floor strap shown on drawing S3.2 in the NE corner of the elevator is not installed. The exterior wail is finished at the exterior deck above. It was discussed that the exterior siding would be removed to install a PHD-2 holdown on the corner post above the deck floor. A threaded rod drilled down through the plate to an inverted PHD-2 holdown below the plate on the corner post at the first floor. 4.4 Based on pictures provided by BSI the 2-CS16 strap in the SE corner of the building at grid F-1.1 is installed. 4.5 See item 3.6.4 above. Except as noted in 4.4,floor to floor straps outside of the octagon area are not installed at the specific wall end locations shown on drawing S3.2. It appears that most of these straps can be installed on the interior of the building with some additional cavity blocking. 4.6 A follow-up visit should be conducted by A&M upon completion of all hardware not currently installed and described in this report. It is recommended that no interior finishes be installed in the building until this follow-up observation is conducted. The above items were reviewed with the project superintendent prior to my departure from the site. Brian A. alsh,P.E. Project Manager Email: BWalsh()allenmaior.com -d 0 Pace 3 B R BUILDING ENGINEERING RE.souRcEs. INc. SITE VISIT REPORT DATE OF REPORT: April 17, 2008 RE: Hy-Line Ferry Terminal Ocean Street Hyannis,MA PERFORMED BY: Douglas Durocher On April 11, 2008 a representative of this office conducted a site visit at the above referenced project. The following items were noted: HVAC: 1. Supply ductwork installation is on-going and is approximately 60% complete. 2. Air handling units AHU-1, 3,4, 5, 6, 7 are mounted and connections to branch ductwork are being completed. 3. Air handling unit AHU-2 is on site;not yet mounted. 4. Exterior condensing units ACCU-1 ffim ACCU-7 not yet installed. 5. Refrigerant piping installation has begun and is on-going. F Electrical: 1. The utility company transformer or associated pad has not yet been installed. 2. The main electric service meter center has not yet been installed. The installation of wiring and feeders is ongoing. 3. Branch circuitry installation throughout the building is ongoing. 4. Branch circuitry to mechanical equipment, light fixtures,receptacles has begun and is ongoing. 5. Panel tubs on first floor and second floor have been installed(no interiors yet). Feeders and branch circuitry not yet terminated. 6. No light fixtures or wiring devices installed yet. Plumbing: 1. Plumbing piping on first and second floors is approximately 70% complete to rough-in, no fixtures have been installed. 2. The water service is not yet in the building. 3. Waste piping connection to street manhole approximately 80% complete. Fire Protection: 1. Sprinkler piping is on-going on first and second floors and is approximately 50% i complete. 28 Main Street,Building 3A I North Easton,Massachusetts 02356 1 T 508.230.0260 1 F 508.230.0265 1 BER@BER-engineerine:com CADocuments and Settings\tsawyer\L.ocal Settings\Temporary Internet Files\OLK5\Site Visit Report April 17 2008(04 1108 Visit).doc BROWN LINDQUIST FENaUCCIO & tRABER ARCHITECTS, INC. 7 A"" Cif11� ' 7 March 2008 � Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Progress Report No. Three/Ferry Terminal Improvements Building for Hy-Line Cruises;213 Ocean Street,Hyannis,MA Dear Mr. Perry: Since our last construction progress report,the rough framing has been progressing well at the subject project. As of this date,the following work is in progress: ➢ Structural Framing ➢ Exterior Trim Insulation ➢ Window Installation ➢ Electrical Service Conduit only is being installed On February 28, 2008, our Structural Engineer, Brian Walsh from Allen& Major Associates, conducted a progress site inspection on the ongoing rough framing work. His Field Report No. 3 is attached for your reference. The work completed to date continues to be completed in general conformance with the construction documents. We will monitor the proper completion of items which are noted as"incomplete" or needing additional work as identified in the attached Engineer's Report.. If you have any questions, please feel free to call me at any time. Sincere , Richard P. Fenuccio President/Principal-in-charge Enc. Allen& Major Field Report#3 CC: Marty DeMartino (Hy-Line Cruises) C. Raye (Builders Systems, Inc.) T. Sawyer (BLF&R Architects, Inc.) Asst. Building Inspector Paul Roma f RPF/ak 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS.COM IVlcll u/ VO uL.Oup HLLMN Cc IVIHJUM moovv"., IIVIi I'/ol'yJJ'GU�U N.c ASSOCLA.TLS, 1NC. 100 CornrneE'CC wrly RO.Box 2118 a Woburn,MA 01 g8MI 1.8 NJ Vlu 1 1� Report #3 Tel: 781 93d-68 Fax:(?81) 396 935'? Client: BLFR Report Date March 4,2008 Project: Hy-Line A&M Project#: 1203-19 Location. Hyannis, Contractor: i BSI I Weather: Clear Temperature: 25 Date of Site Visit: Felbruary 28,2008 Time: From: 3:00 pm To: 5:30 pm Present at Site: Pat(BBI) i•dan.Walsh (AMI) Reporter!by: Brian Walsh The following items from previous reports are outstanding or resolved as indicated: None. The fallowing was noted: ' 3.1 Observed framing in progress. 90%of the primari framing members have been installed and work is on-going to install the necessary framing hardware and Mocking. 3.2 First floor framing plan(Drawing S2.1): 3.2.1 Joist bridging is not installed as of this observation. This was brought to the attention of Chris Raye via email after completion of the site visit. On conventional framing, 1 line of bridging is required for each 8 feet of span per wood construction note #14 on drawing S0.2. 3.2.2 Framing clips and post hardware connections have not been installed as of this observation. 3.2.3 Observed 2x12 joists at 16"o.c., supported on built-up beams and 6x6 posts, 'n general consistent with the design documents. Framing at this level was observed to be preservative treated. 3.2.4 . Observed continuous solid blo:king of joist cavities over beam lines. 3.2.5 Other than noted above,the completed portions of the general framing arrangement at this level is consistent with the design documents. civil&structural s:ngineers + land seu-«:5I0r$ + environmental consultants- g laiid::napc arc':rile�'s wNu-A nlle,+.InajOne1-3in .. IVIar ut uo uz:nup HLLtIN 6 IVIHJVK HJJVI:., INN I-fo1-VOa-40VU 3.3 Second floor framing plan (Drawing S2.2): 3.3.1 B.Walsh notified Pat of the diaphragm requirements shown in details 4 and 5 on S5.1. The plywood diaphragm is not currently extended to the steel frame as per the plans and should,be corrected. 3.3.2 Colurnn C7 interior on grid line 5 requires additional blocking at the floor cavity in the weak direction of the column beam connection, 3.3.3 Joist bridging is not installed as of this observation. This was brought to the. attention of Chris Raye via email after completion of the site visit. On engineered framing, 1 line of bridging is required at mid-span. 3.3.4 Structural steel framing at this level is installed. Bolted connections have been completed and moment connections have been welded_ 3.3.5 Hardy frames were observed in place on each side of the window openings on the 6 fine as per the design documents. 3.3,6 Other than noted above, the completed portions of the general framing arrangement at this level is consistent with the design documents. 3.4 Roof framing (Drawing S2.3): 3.4.1 Eave blocking installed must be corrected to eliminate the gap between roof plywood and blocking and be installed per detail VS5.2. B.Walsh notified T. Sawyer of BLFR to confirm the ventilation resulting from the structural detail. 3.4.2 B.Waist}identified details 3iS5.4 and B/S5,2 regarding attachment of drag trusses and extension of shear walls to the underside of roof diaphragm. :.A.3 Other than noted,above,the completed portions of the general framing arrangement at`.his level is consistent with the design documents. 3.5 First floor bracing (Drawing S3.1): 3.5.1 Holdown PHD2 on the interior stair wall between grids C and ►D cannot be installed due to conflict between drawing S1.0 and 33.1 in this area. B.Walsh and Pat discussed that the plywood sheathing on the stair side of the bathroom wail will be extended to the PHD2 at the elevator machine room. Combined wind post in the comer should be nailed per the sole plate nailing schedule on drawing SG.1 (16d @ 6" D.C.) 3.5.2 As of-this observation interior plywood shear wall sheathing has not been installed. 3.5.3 Other than noted above, observed holdowns and hardy frames installed are• consistent with layout and type defined on the design drawing. 3.5.4 Stud size and spacing at this level appears to be consistent with the design documents. 3.6 Second floor bracing (Drawing S3.2): 3.6.1 PSW strapping has not been installed as of this observation. .According to Pat it will be installed on the interior. 3.6.2 B. Walsh stared that PHD2 holdowns in the octagon front and rear walls may be replaced with 2-CS16 straps face nailed to the exterior of the Windpost and side of beam FB212 below. 3.6.3 B.Walsh stated that inverted PHD2 holdowns must be installed in the street side octagon wall to the solid joist cavity blocking shown in 41S5.1 directly below this wall. 3.6.4 Floor to floor straps shown on this plan have not been installed as of this observation. 3.6.5 Stud size and spacing at this level appears to be consistent with the design documents. 17 In general, the work appears to be progressing in conformance with the structural design documents. It is understood that work is on-going and some items have been identified as incomplete for that reason. 0 Paoe 2 I IViar u/ ub uL:bup ALLLN tk IVIAJUK AzJUU,, INN f n 3.8 The next structural observation should occur upon completion of Framing hardware and prior to concealment of framing vOth architectural finishes. Brian A. Walsh,P.E._ Project Manager Email: BWalsh aal,enmaicr.com e Paa-2 3 Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 * BARNBTASLE. MAE& 94> ie39- .�� Growth Management Department Ruth Weil,Director 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 www.town.bamstable.maxs � go September 19, 2007 1 =Line Cruises Inc c/o Brown, Eindquist, Fenuucio &Raber 203 Willow Street `� = Yarmouthport, MA Reference: Site Plan Review# 054-06,}230 Ocean Street, Hyannis Map 326, Parcel 069, 070, 071-001 r �' Proposal: Terminal improvements & amenities to include a new two-story building to provide a"Food Court"type service and common area on the first level and on the second level a training room, storage space and a roof deck accommodating seats and tables. Site improvements to include drainage, HC accessible ramps and landscaping. Dear Sirs: Please be advised that your proposal was reviewed by the Site Plan Review Committee at the Formal Site Plan Review meeting of November 16, 2006 and subsequently received administrative approval subject to the following: • This approval is based on the plan entitled"Proposed Ferry Terminal Improvements for Hy-Line Cruises, Ocean Street, Hyannis,MA",prepared for Hyannis Harbor Tours,Inc., Hyannis, MA by CapeSurv, Osterville, MA and dated September 21, 2006, Sheets 1 &2, and Proposed Drainage Areas, Scale 1"=20'; and plans dated September 25, 2006 prepared by Brown,Lindquist, Fenuccio &Raber Architects, Inc.,Yarmouthport, MA, Sheets SP1, Al.1, A1.2, A1.3, A2.0, A2.1; and"Parking Plan for Property at 230 Ocean Street, Hyannis, MA"dated Oct. 2, 2006,revised Oct. 4, 2006, Scale 1"=150'; and "Schematic Landscape &Planting Plan,Hy-Line Cruises Ferry Terminal Expansion", dated August 17, 2007,prepared by Helios Land Design, Brewster, MA, Sheet L-1, Scale 1"= 10' with referenced changes as set out in a Memorandum and depicted in a revised section of said landscape plan from Rick Fenuccio to Patty Daley dated September 17, 2007 attached and made a part of this site plan approval letter. • Compliance with the Design Infrastructure Plan, Conservation Commission and Hyannis Historic Main Street reviews and approvals is necessary. 9 Applicant must obtain all other applicable permits, licenses and approvals required. f • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of your approved site plan and proposal will be retained on file. If you have any questions, or require further assistance,my direct telephone number is 508-862-4679. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator Attachment: Memorandum and revision to Sheet L-1 dated September 17,2007 CC: SPR File Tom Perry,Building Commissioner--*— ""SEP.17.2007:0' 4:30PMUd;$t5PLANNING BLRR ARCHITECTS N0.479 P.1/2 001 .All&h16 - ■ ■ u ■ M BROWN LIND9UIST FENUCCIO & RABER ARCHITECTS, INC, 1.7 September 2007 TO: Patty Daley (Barnstable Growth Management Division) FROM: Rick Fenuccio VU F X_ $08-8624725(2 pages total) RE: Clarifications to Proposed Ferry Terminal Improvements Hy-Line Cruises, Inc. CC: Marry DeMarlino(Hy-Line) Tim Sawyer(BLF&R) Chris Raye (Builders Systems Inc.) _ Patty: Per our conversation this morning,we have received a verbal approval fzorn,tlzc staff at Hy-Line to change the"striped pedestrian walk"connecting from the site to Channel Point Rd.,from pavement striping to the stamped concrete"Boardwalk"pattern. With regard to clarification,the green Ash trees noted on the Landscape Plan,Drawing L-1,the '`FP"symbol does apply to the green Ash tree locations and the quantity of(3)in the planting list is correct, The corner tree is an"Existing to Remain"tree and the FP designation was incorrect. Please me if ou have any additional questions, Rick enuccio Enc. R.PF/ak 203 I'r LLow STREET SUITE A YArp )UTHPoRT MA 02675 PH 508-362-8582 WWW.CAPEARCHITECTS.coM FAX 500-362.2628 SEP.17.2007'" 4:30PMuoduPLANNING BUR ARC$I1'ECTS NO.479"—P.2i2 ' ►9 002 RLLG^ Tip�AL�GWAI�. CCFi1w iTRE27 r/ / 4 i; (4) HP r& (1) FP —7 rF+T"jZr" : ! , ��J's+�vy;° RF1�W DFJ�TING WAL �j 00 (4) HNB (10) ICB [HE[ (4) H P & (1) Fp IL Lam PTRACWCAxr FOR GrO�RD �MOMW TT 11 'r . .• 'l' COND6TIbIW- �INI79 w= I%LATFff4 .,y r (4) HP & (1) EP 017 •; ,., � ' r�% jiff i (4) HP r ouAPID I IN . . � Sl ,n..— — �--- C� f N PROPOSED FERRY TERMINAL IMPROVEMENTS FOR HY- LINE CRUISES 230 OCEAN STREET HYAN N I S, MA ----------I------------------------------- f t ® I Barnstable Bldg.DePt. G� ARCHITECTS Approved by: � 36 S BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. Pm�t#: /��/�/ 203 WILLOW STREET SUITE A,YARMOUTHPORT, MA,02675 per �jfJ Q TEL. (508)362-8382 FAX. (508)362-2828 0 Fi0 WWW.CAPEARCHITECTS.COM ISSUED FOR BUILDING !.f F PERMIT & CONSTRUCTION •09 . 30 . 2019 L r BUILDING CODE SUMMARY ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS STAMP: PROJECT: PROPOSED FERRY TERMINAL IMPROVEMENTS FOR APPLICABLE CODES,GUIDELINES AND LAWS: qg ANCHOR BOLT wsuL INSULATION __ T7 COVER PAGE HY-LINE CRUISES MASSACHUSETTS STATE BUILDING CODE,780 CMR 91H EDITION. NORTH ARROW AA PROJECT DATA,ABBREVIATIONS&DRAWING INDEX. INTERNATIONAL BUILDING CODE 2015(IBC). SECTION INDICATOR A LOCATION: 230 OCEAN STREET • A.F.F. ABOVE FINISH FLOOR wsuM. IINTERIORi l",'?=�T`•-: u INTERNATIONAL EXISTING BUILDING CODE 2015(IEBC) ACT, ACOUSTICAL TILE JT, JOINT HYANNIS,MA • LETTER IN TOP HALF OF CIRCLE A0.1 EXISTING FIRST FLOOR PLAN. � AREA TABLE:EXISTING MAIN LEVEL 2,665 GSF • INTERNATIONAL ENERGY CONSERVATION CODE 2015(IECC) ALUM ALUMINUM LAG. LAG BOLT MDICATES THE SPECIFIC SECTION. A0,2 EXISTING SECOND FLOOR PLAN.EXISTI I �� MASSACHUSETTS AMENDMENTS(MA) ANOD ANODIZED LAM. LAMINATE A THE NUMBER AND LETTER IN THE A0,3 EXISTING ATTIC FLOOR&ROOF PLAN. TOTAL STINGUPPER AREEVELA 1,731 GSF MASSACHUSETTS ARCHITECTURAL ACCESS BOARD(MAAB) A3,I BOTTOM HALF INDICATES THE DWG. q0.4 EXISTING REFLECTED CEILING PLANS. TOTAL EXISTING AREA 4,396 GSF • AMERICAN DISABILITIES ACT ADA @ AT LAY. uvAlom No. WHICH THE SECTION APPEARS REGULATIONS AND STANDARDS: • MGL C148 SECTION 26 G(MGL C148 26G)RE:SPRINKLERS. BSMT BASEMENT L. LENGTH 45.5 NEW SPOT ELEVATION AO.5 EXISTING BUILDING ELEVATIONS. + ITEM APPLICABLE BITUMINOUS MFR. MANUFACTURER CABLE SECTION TABLE PAGE NO. REQUIREMENTS/DESIGNATION PROPOSED Dl.l FIRST FLOOR DEMOLITION PLAN. CODE BLK BLOCK M.O. MASONRY OPENING 45.5 E EXISTING SPOT ELEVATION D1.2 REFLECTED CEILING DEMOLITION PLAN. USE GROUP CLASSIFICATION IBC 304.1 - 41 A-2-ASSEMBLY USE EXISTING USES TO REMAIN BLKG BLOCKING MAT. MATERIAL A5 NEW CONTOURS BOTr BOTTOM MAX. MAXIMUM ,--_ 45 EXISTING CONTOUR Al. PROPOSED FIRST FLOOR PLAN&ROOM FINISH SCHEDULE. r i" m - A1.2 PROPOSED SECOND FLOOR PLAN. w CONSTRUCTION TYPE IBC 602.5 - 113,1 15 TYPE 5B-UNPROTECTED e.o.w BOTTOM OF WALL MECH. MECHANICAL LEVEL LINE OR WORKING POINT A1.3 PROPOSED FIRST FLOOR REFLECTED CEILING PLAN. ALLOWABLE BUILDING HEIGHT IBC 504A 504.3 98, 60 FEET ALLOWABLE 25 FEET 6INCHES BM BEAM MIN. MINIMUM A2.0 PROPOSED BUILDING ELEVATIONS, CLUMN COORDINATES 6 REFERENCE 65 504,4 99- 2 STORIES(SPRINKLED) 2 STORIES. BLDG BUILDING MID, MOUNTED � GROID LINES A2.1 PROPOSED BUILDING ELEVATION. �,o CPT CARPET NO. NUMBER A3.0 CASEWORK DETAILS. 0 A4.0 LL ALLOWABLE BUILDING AREA IBC 506.1 506.2 102 ALLOW AREA 24,000 GSF(TABLE 506.2) 4,396 SF TOTAL BUILDING CSMi CASEMENT NOM. NOMINALT01 ROOM NUMBER EXTERIOR DETAILS. U A5.0 DOOR&WINDOW SCHEDULES&DETAILS. SPRINKLERED BUILDING. z CK CAULKING) N.I.C. NOT IN CONTRACT O DOOR NUMBER W CLG CEILING N.T.S. NOT TO SCALE O WINDOW TYPE FS-1 FOOD SERVICE EQUIPMENT LAYOUT. CLOS CLOSET O.C. ON CENTER FS-2 FOOD SERVICE EQUIPMENT SCHEDULE. U j �- WALL TYPE FS-3 FOOD SERVICE EQUIPMENT ROUGH-IN ELECTRICAL PLAN. AUTOMATIC IBC 903.2 IBC: 210-214 APPROVED AUTOMATIC SPRINKLER SYSTEMS IN SPRINKLER SYSTEM NOT REQUIRED COL COLUMN OH. OVERHEAD A FS-4 FOOD SERVCE EQUIPMENT ROUGH-IN PLUMBING PLAN. 0 1 OPENING FIRE SUPPRESSION SYSTEM MA: 59,60 NEW BUILDINGS&STRUCTURES SHALL BE BUT EXISTS THROUGHOUT THE CONC CONCRETE OPNG. FS-4 FOOD SERVICE EQUIPMENT ROUGH-IN MECHANICAL PLAN. z U INTERIOR ELEVATION NUMBERS PROVIDED IN THE LOCATIONS DESCRIBED IN BUILDING CMu CONCRETE MASONRY UNIT PNT. PAINT �++ w s D A7.7 B INDICATE ELEVATION NUMBER fi � SECTIONS 903.2,1 THROUGH 903.2.12(IBC) EXISTING SPRINKLER SYSTEM TOBE CONS? CONSTRUCTION PTD. PAINTED LETTER INDICATES THE DRAWING MODIFIED AS NECESSARY FOR CONT CONTINUOUS PNL• PANEL W14ERE THE ELEVATIONS ARE td m Q IV LAYOUT CHANGES. CJ CONTROUCONSM.JOINT PART. PARTITION C X NIA 903.2 903.2(MA) GROUP A-2>5000 SQ.FT.REQUIRES CTSK COUNTERSUNK PL, PLATE 0 REVISION MARK AUTOMATIC SPRINKLER SYSTEMS(NIA) DET DETAIL PLAS. PLASTER DIA DIAMETER P.LAM. PLASTIC LAMINATE CONCRETE - PLAN OR SECTION �B MGL C148 SECT.26G MGL.146 SUBSECTION 26G: DIM DIMENSION PLBG. PLUMBING BRICK - PLANS OR SECTIONS EVERY BUILDING OR STRUCTURE INCLUDING ANY DR DOOR PLYWD PLYWOOD MAJOR ALTERATIONS AND ADDITIONS THERE TO, CONCRETE BLOCK PLANS OR AJ WHICH TOTALS,IN THE AGGREGATE MORE THAN DH DOUBLEHUNG P.T. PRESSURE TREATED SECTIONS 7,500 GROSS SQUARE FEET IN FLOOR AREA. DRWR DRAWER Q.T. QUAARRYTBE om PLYWOOD (/) DWG(S7 DRAWING(S) REQ'D REQUIRED z OCCUPANT LOAD IBC 1004.1 1004.1.2 251 KITCHEN COMMERCIAL: 200 GSF/OCC. FIRST FLOOR: 57 OCC. DF DRINKING FOUNTAIN REF. REFIGERATOR STEEL, LARGE SCALE O SEATING CUSTOMER AREA:15 NSF/OCC. SECOND FLOOR: 45 OCC. OW DISHWASHER REV. REVISIONS TOTAL: 102 OCC. ROUGH LUMBER MINIMUM EGRESS DOOR WIDTH IBC 26.5 117 EL. ELEVATION R.D. f700F DRAIN.1 - 32"MIN.WIDTH(IBC) ALL DOORS ARE 36"WIDTH ELEC ELECTRICAL) R. RISER FIN15H LUMBER > f-- MAAB/ADA 26.5 11 34"MIN.WIDTH(MAAB/ADA) MINIMUM O W •: MINIMUM STAIRWAY WIDTH IBC 1017.2 - 268 STAIRWAY SERVING AN OCCUPANT 4'-0"SECOND FLOOR STAIR ELEV. ELEVATOR RM. ROOM - W W W INSULATION - RIGID Z ENTER. EMERGENCY R.O. ROUGH OPENING • EXCEPTION 1 LOAD OF LESS THAN 50 SHALL HAVE W N L--' STAIRS OF NOT LESS THAN 36 IN WIDTH. EQ. EQUAL SECT. SECTION INSULATION - BATT �'C � N LENGTH OF EXIT ACCESS TRAVEL IBC 1017 1017.2 227 250 FEET-IN ASSEMBLY EQUIPPED WITH LESS THAN 250 FEET PROVIDED Exlsr EXLsm,TG SCHED. SCHEDULE 6 EARTH V C /L z AUTOMATIC SPRINKLER SYSTEM OR EXG. SPEC. SPECIFICATIONS z O v ;� z ' MINIMUM CORRIDOR WIDTHS IBC 1020.2 1020.2 279 44"MIN.WIDTH ALL CORRIDORS ARE 44"MIN. E.J. EXPANSION JOINT SL. SIDELIGHT COMPACT GRAVEL - Li- z U Z EXP. EXPOSED STD. STANDARD WELDED WIRE ME5H J O } _l MINIMUM NUMBER OF EXITS OR IBC 1006.3 1006.3.1 255 2 REQUIRED PER STORY FOR 1-500 2 PROVIDED EXT. EXTERIOR S&P SHELF&POLE x � T ACCESS TO EXITS PER STORY OCCUPANTS FIN. FINISHED STL. STEEL - PROPERTY LINE m } C: _ F.A. FIRE ALARM SUSP. SUSPENDED N M F.B.O. FURNISHED eYOWNER THK THICK CENTER LINE W CV F.E. FIRE EXTINGUISHER T&B. TOP&BOTTOM z FL. FLOOR(ING) T&G TONGUE&GROOVE Lcu FLUOR. FLUORESCENT T..F. TOP OF FOUNDATION DRAWINGS ARE REPRESENTATIONAL - G FT, FOOT T..W. TOP OF WALL ONLY DO NOT SCALE DRAWINGS Q FIG. FOOTING T. TREAD PROPOSED GENERAL SCOPE OF WORK: FND. FOUNDATION TYP. TYPICAL •NO SITE WORK OR EXPANSION OF BUILDING FOOTPRINT. FURR. FURRED(INGI UNFIN. UNFINISHED •RENOVATION OF 2 EXISTING COMMERCIAL KITCHENS REMAIN SAME USE. GAS V.LF. VERIFY IN FIELD •GENERAL RENOVATION OF INTERIOR FINISHES. TIRE: •REMOVE 1 SET OF DOUBLE DOOR AND INFILL WITH WINDOWS. - GALv. GALVANIZED YIN. VINYL G.C. GENERAL CONTRACTOR VCT. VINYL COMPOSITION TILE GL. GLASS/GLAZING VWC. VINYL WALL COVERING PROJECT DATA, GR. GRADING WC. WATER CLOSET ABBREVIATIONS GWB. GYPSUM BOARD W. WIDEAMDTH &DRAWING HDBD HARDBOARD W/ WITH HDWD. HARDWOOD W/o WITHOUT INDEX HVAC. HEATING,VENTILATING,& W.W.M. WELDED WIRE MESH AIR CONDITIONING WD. WOOD HDWR, HARDWARE DATE ISSUED: HGT. HEIGHT 09.30,2019 REVISIONS: DRAWN BY: TRS PROJECT#: DRAWING NO.: AA L r r STAMP: A Q H -c:F I 10'-6" 27'-4" CA5T IN PLkE CABLE RAILING RETAINING WIk l-L SYSTEM 10 �d ------ ------'— ---------- — — —-- — _- — — c w �m I � I I aTf z I I — — w �z s �i TERRACE I n14 --- ---- \ N Z U ¢ / \ EDGE OF SECOND I Q() IL 2 FLOOR DECK ABODE Ot c �e 6 cn NOTE:TENANT LAYOUT SHOWN MAY LANDING O d d \ NOT MATCH ACTUAL SJUD OUT IN FIELD 0 m \ TENANT"A' UU I— — — — — — — — — zo O I--- W � ON I •� � m ---- ----- 5 N WWv N j NOT TENANT LAYOUT SHOWN MAY ® - - Lu N ^ _ N NM MUCH ACTUAL"ILD OUf N NEiD �y _, ^ (n O m y I'l J CEILING CLIP ---- --- Q r - 0 C) < Z Q w 00 \ COMMON LOBBY BELOW STAIR 4'-2" 3 z O Q LLJ ELI ,W` -T ---- ----c �J L.L z U ZQ Q L -L TENANT"B" KNEE WALL - J O T L JAN NEIGNT ±W-10' / RL l - L 9WT --ra O W CV m z WC TENANT G STORAGE BELOW STAIR \ MENS WOMENS ELEVATOR \ MACHINE a ._... ........ \ ROOM TITLE: Intl- \ uP I ow EXISTING FIRST FLOOR RAMP 4 x60 q %4g STAIR ,� NOTE:TENANT LAYOUT 910YM MAY I (� + Z J 8 ry SERMCE NDT MATO/ACTUPl BUILD OUT IN FIND PLANIf` U n LOBBY \� _ o 114"=11_01, SPRIMCER I s ROOM 160 x46 x4 . .::..:..:.:.. 1 q l 4 ———————— DATE ISSUED: 1 AREA WELLS FOR 09.30.2019 FENCE COOLER ENCLOSURE 4' L — J FLOOD LOUVERS REVISIONS: BRACK TED 511ED R ABOVE IB'-10° 22'-4" aP-b" DRAWN BY: TRS PROJECT#: FLOOR PLAN DaAWING No.: SCALE; 1/4" = 1'-0"(:)MEXISTLIN�GLFIRST AO , I L t r STAMP: Y Q p I 12'-10° q'-I" I 14'-6" 27'-4" W-W 10 ---------- ---------------- -- L IU ro Bz12 Bd2 w LL h ' I �Z U W s u t / CABLE RAILING SYSTEM � \� I " cn AV O PUBLIC Q — ROOF DECK , O F— I w — z w w Lu HY-LINE TRAINING ROOM I I COVERED AREA OF -'- ---- I C C N z adz I a I I KITOHENETTE ROOF DECK ___ ____ I � U U; _ I I Z.i: --- -- --- ---- I z - w LU z Z z_ U Q I I OVERHEAD COIL a ___ ____ I J — COUNTER DOORS . ......... --- I m S ELEV. ___ o v O r----- SHAFT — 6 - - - - _ CV nEC41$Nt@.At�HASE PU9uC 1--- ---- --- ---- I ~\ '— ELEVATOR \ \ &EGRESS -� \ STAIR HALL I w \ \ \\\ CLOSET RESTROOM TENANT"B" EXTERIOR I QV\\ PUBLIC STAR \\ \\ 'a / J \ - - - - - - - - I F - - - - TITLE: \ I � I \ I e 12 I �________ \ __ ___�_L ________ �j EXISTING / 1 i ( MEGHAN1cAL CL�O_SET I § SECOND FLOOR TAIR E I PLAN Isaa l LLINE OF WALL BELOW I DN I /4n_I I_O11 �J — — — — 1 DATE ISSUED: L - - - �16.12 N — — — — — — — JVL _ 0 9.3 0.2 019 REVISIONS: EDGE OF ROOF BELOW 22'-4" 9'-2" A B E F H M� DRAWN BY: TRS w PROJECT#: EXISTING SECOND_ FLOOR PLAN DRAVANGNO.: ®gym SCALE; 1/4"=P-011 AO . 2 L STAMP: „v,rov,aye / , \j I I I — - - - __- --- - - - - _ __----- —_, W m II it I li l i —=- 6*6 — '; =VENT LOUVER — — — — — — — — — — — — — — — II'III IlilI'II I A/ / I z ELEV. -- — — — — I 0 N :n _ SHAFT w Z-Lu �g Rcom ATTIC FURNACE I m Q \\ 77 \ 2 INSULATED ACC i ACCESS PANEL I (r2-- —_ —_ — I I IIIII I \ z ! 8,12 8,12 I Iijl!11 i'II�IIII jl l I \ I z I I Iliiil!',ij i i 11 \ I 0 D5b I - - - - - - - I JOB �- - — — � _ I'll Ilil � II I �-- - - > ;!III,Ij 1' �..- /�\ ATTIC PLAN IIll1!I w �J Lk \\ SCALE; 1/4 =1 0 I IIIII I, _ I L Q IIII; !IIII,11 -- -- -- - C C _ _ --_ - __- / \\ \ \ �i.11�1jill�Il!II;I - - - - - - i lh�ll.;iilili: - - - i (D = U / \ \ =co Lu \ \ j��� * / \\ \•\\ \\\\ \ \ \ \ PUBLIC ROOF W N / DECK BELOW \\ \ z Ds Ds \ \ Lu IDS \\ III!1i1111!���•\ /�/�j �" �� \ \� �Y�/ I Ali' -- �- - - - - - - - - - - - - - - - - - - - - - I ------ =— _ ------_ -- ------__--_— I _—_ — — = - - ---- _— ,—'' _� TITLE: I I..II III II 1 III III'1I I!I I III!;I'I'I II! I•,1 6l,l 2'II.j�I�'II!lI1lI1lI1I 11mo11 lI''i;II,I�ii�I _ I EXISTING 11 will 'I; I!I l ATTIC FLOOR& I � ROOF PLANS /� DATE ISSUED: 09.30.2019 INS/\ REVISIONS: N -- \\ DRAWN BY TRS — D'. lyl I I Ij � ,!. III i I IjIIIIiI,IIiII III I\ \� _ -�=11 IIIIIIIIIIiII IIIiI rillllllljlll III!I III I'-Ijlllll ;Illlll I 11!\ \ �_ DRAWING NO.: I I IJi j) j e'j211 III \\ —1I s®" 1 IIII `IIIII 11 I I� ll IIII II II'I 11�111I;III III IItI ICI�I;II, !IIII; J�-II 200E PLAN I I'll ILL I IIII I lI l Ilil ,L ��11y� �r I llil I !III 11 111 IIIIIIII j-_ - -- I 12 IIII' 111 111111'lll ll I�IIIL�+I II IIII 11 I HIM ill:llltl - _- --- AO . 3 L- -� —� 05 LINE OF WALL BELOW D L L — LOWER SHED ROOF — J r / \ STAMP: EXISTING 2X2 LAY-IN CEILING / \ - ROOF SOFFIT I H{INE �G L _ — — — — — — — — — — — — — — — — — — — — — — — — — — - RAININ ROOM C IIca °} ATTIC ACCESS WTCHENETTE IJ 3'x3' 0 COVERED AREA OF I (� ROOF DECK () I I Z I o -0 InI LL I I mz � ELEVATOR I Z H H aEMERIdiPUBLIC STAIR g PUBLIC m Q ELEVATOR TENANT TP I �B \ � ®.EGRESS \ S R HALL � �B 2rd FL. O O ' RESTW. A TIC ACCESS I I I - - - - - - - - r r - - - - - I I I I I TENANT•B• I z CLOSET I O EGRESS I I I STAIR O L _ J O 0 ( F- I I EXISTING SECOND FLOOR REFLECTED CEILING PLb MECHANICAL I p N w SCALE: 1/4" = 1'-0" I I w N c Q 411111- \ — - - - - - - - - - - z- - OFFIT zz0U wz \ EXISTING 2x2 LAY-IN m } C _ / \ AC CEILING C/� _ (y) w N / \ 1111 UR 11z uj Q I I - I TENANT W COMMON LOBBY EXISTING REFLECTED FILING TENANT°B" PLANS I IJAN. ELEV. SHAFT I DATE ISSUED: l 09.30.2019 REVISIONS: \ TENANT \ ELEVATOR STORAGE \ 0 O MACHINE - BELOW \ ROOM \ MENS WOMENS DRAWN BY: TRS \ - PROJECT#: \ STAIR SERVICE LOBBY DRAWING NO.: SPRINIQER. ROOM �® IS AO . 4TING FIRST FLOOR REFLECTED CEILING PLAN I - _ _ _ _ _ — _ SCALE: 1/4" = P-0" r STAMP: W c O i U W LL `1 U =z ! z U <a ma w cn f— �� Q ER NORMS 101 Z w C Q I iI Il u Z ILL Lu vi7- QU !V z_____________�_ ______ ______________________________________f_______________________ ---------------------------- r�___________ z_ ti —___________________________ __________ Q Q EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION m = O = SCALE; 1/8"11'-0" SCALE: 1/8"= 1'=0° w N Z w 2 Q TITLE: EXISTING BUILDING ELEVATIONS ------- — ----------- ------------ _ -_ 2M FLOOR ELEV _-_-_ _ _-_-_ -_-_ _-_-_-_�__-_ �FLOOR ELEV. _-_- -- DATE ISSUED: -_-____-_- _-_ 09..9O.2OT9 a. ® $ +P ® REVISIONS: GROUND FLQOR _ _-_-_-_-- FrR5T FLOOR ;t u � 'JUL, 'J-L, DRAWN BY: I L------- `-- ms PROJECT#: �1 EXISTING EAST ELEVATION EXISTING NORTH ELEVATION DRAWING NO.: SCALE: 1/8"= P-0" SCALE: 1/8"= P-0" AO . 5 L r STAMP: zv { w 46 0 € U U z 3 W LL U Qz zv ¢� zo cc �� DEMOLITION NOTES: m a ,•e I, TEMPORARY SEGREGATION/PROTECTIOI:PROVIDE ADEQUATE TEMPORARY PROTECTION TO 5EGREGATE THE CONSTRUCTION AREAS FROM THE PUBLIC AS WELL AS PROVIDE TEMPORARY NAILING AT EX15TING SLIDER DOORS TO REMAIN TERRACE DURING THE COURSE OF DEMOLITION AND CONSTRUCTION WORK. WET DOWN _ STRUCTURES DURING DEMOLITION OR PROVIDE OTHER SUITABLE METHODS TO CONTROL THE SPREAD OF DUST AND DEBRIS. 2. SITE PROTECTION.THE SITE AND SURROUNDING WETLANDS SHALL BE PROTECTED FROM THE SPREAD OF DUST AND DEBRIS AND 5EDIMENTATION / CAUSED BY STORM14ATER RUNOFF PRIOR TO THE START OF DEMOLITION fJ) REMOVEEXISTINGIDOOR&SIDE WORK PER THE REQUIREMENTS OF THE MASSACHUSETTS D.E.P., z LIGHTS,INFILL EXISTING WALL AS MA55AC14USETTS WETLANDS PROTECTION ACT AND THE ORDER OF CONDITIONS, ��REQUIRED FOR NEW WINDOWS O y II 3. UTILITIES,LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE BUILDINGS TO BE DEMOLISHED, PRIOR TO THE START �f OF DEMOLITION WORK,ALL SUCH WORK 514ALL BE DONE BY LICENSED �l /� I TRADESMEN FOR THE UTILITIES INVOLVED.SET UP TEMPORARY ELECTRICAL a AND WATER SERVICE FOR USE DURING THE CONSTRUCTION AT THE C05T OF w REMOVE EXISTING // THE CONTRACTOR. PROVIDE TEMPORARY TOILET FACILITIES ON SITE FOR Lu /REMAIN, 1 KITCHEN EQUIP.(U.N,O.1USE BYTHE CONTRACTOR DURING THE WORK. z J --- 4. TEMPORARY SUPPORT.PROVIDE AND MAINTAIN ADEQUATE TEMPDRARY\ EXISTING DOOR "�OTEC-M140ENWE TOREMAIN ISHORING, BRACING, OR STRUCTURAL SUPPORT TO MAINTAIN THE STABILITYL\Y I OF EXISTING STRUCTURE WHERE EXISTING STRUCTURAL SUPPORTS ARE TO/ � J C9 c zBE DEMOLISHED, O U`/ 'y, EXISTING- LANDING z �Q r—ll / P / //! I I 5. TEMPORARYWEATHER PROTECTION:MAINTAIN THE BUILDING IN A WEATHER Q LL LLI�Y °UEXISTING DOOR � TIGHT CONDITION AT ALL TIMES. PROVIDE TEMPORARY WEATHER PROTECTIONllTO REMAINL AS REQUIRED.ql U = 6, DEMOLITION:DEMOLISH AND REMOVE EXISTING CONSTRUCTION AS INDICATED = J } I II TENANT"A" 1 •\ Y� m I L— ON THE DRAWINGS. USE DEMOLITION METHODS THAT WILL NOT CRACK OR m } I III I I EkTO BE REMOVED D l I 1——— ———— STRUCTURALLY D15TURB ADJACENT CONSTRUCTION DE51GNATED TO REMAIN. cn co 70 BE REMONED [ l U J® — __ uj r—_m EX.POST TO J T. DEBRIS DISPOSAL: DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE N I EMOVE ALL EXISnN6 II REMAIN ON-SITE. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING I I I KITCHEN EQUIP.(U.N.O.I rl —I, FROM DEMOLITION OPERATIONS FROM THE BUILDING SITE IN A SAFE AND z I III I CEILING CLIP LEGAL MANNER.TRANSPORT AND LEGALLY D15PO5E OF MATERIALS OFF-SITE Im 01 6 I I� I) BELOW STAIR 4'-2" C \r AC COMMON LOBBY L----� 51 CORDANCE WITH ALL LA CLEAN UPON COMPLETION OF DEMOLITIONWS, REGULATIONS AND ORDINANCES.LEAVE THE III '♦I SI . III L� J I ETO BE FLOORING G TE Q I L_A —�-�--- \ REMOVED i l L .. TEND FLOOR KNEE WEIGHT LL JPN. EXISTING FLOORING L EXISTING RESTROOMS& / TO BE REMOVEDTE ALL EXISIBJ / DRWIING FOUNTAIN TO REMAW ._ ELEV. KITCHEN EQUIP.(U.N.0.) o SHAFT EXISTING ELEVATOR TITLE: SHAFT&MACHINE r—_ EMOJLL WALL DOOR& INFIREMPIN I I COUNTERR @ EQUPMENIS L—J 5TORAGE REMOVE EXISTING TFIRST FLOOR Ell Era L15 ,I STAR DEMOLMON PLAN _�'-— I MENS� �: -� I u REMOVE EXISTING IL— = _ WOMENS REMOVE EXISTING XIBnNG WALL TO BE ��411=�-O WALLS&DOORS EXISTING FLOORING EXISTING FLOORING ELEVATOR WALLS fl DOORS I _ --7-- DEMOLISHED DEMO LEGEND ' MQVE�ALL EXISTIN TO REMAIN TO REMAIN Cl MACHINE \ L KITCHEN EQUIP.(U.N.O.) ROOM O EXISTING WALLS WINDOWS& EXISTING FLOORING ________ — / TO BE REMOVED _— r — _ I III DOORS TO REMAIN / r �r�r I 8 1 �I I�k15TINGFLOOMNG DATE ISSUED: / . TO BE REMOVED III .'.. f.1)... I — ——— — � I I09.30.2019 mmmmm EXISTING WALLS WINDOWS& .c. - DOORS TO BE REMOVED REVISIONS: RAMP *BO *a@REMOVE ALL EXIStIN EXISTING FREEZER p a \a n STAIR SERVICE KITCHEN EQUIP.(U.N.O.) TO REMAIN LOBBY h I SPRINKLER ROOM B 13 L DEMO WALL, EXISTING DRAWN BY: TRS DOOR TO BE EXHAUST i0 BE RELOCATED RELOCATED PROJECT#: DRAWING NO.: FIRST FLOOR DEMOLITION PLAN SCALE; 1/4" = 1'-0" Dl . I L r ' STAMP: ROOF SOFFIT HY-LINE TRAINING ROOM c 16 AT TIC A CES KITCHENETTE O U COVERED AREA OF U ROOF DECK U EXISTING CEILING z &LIGHT FIXTURES LLI p � TO REMAIN EXISTING CEILING () LIGHT FIXrUR EXISTING CEILIN AING &TO REM ES C1J Z &LION FIXTURESREMAIN O REMA N ELEVATOR It F it 11IL a SHAFT �U a EXTERIOR PUBLIC STAIR Z S' EXISTING CEILING �j 2 r�&LIGHT FIXTURES O() PUBLIC TO REMAIN m Q ELEVATOR TENANT"B" Q &EGRESS �B O STAIR HALL 0 a� 2nd FL. O O RESTRM• ATTIC ACCESS 3'x3' EXISTING CEILING EXITENANT"B" co &LIGHT FIXTUR &ES U TO I R9 CECEILINGz TO REMAIN �f FIXTURES EGRESS CLOSET O REMAIN STAR �71NG CEWNG O I"'-' &Li REMAIN REB SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN _ _ MECHANICAL w T F T SCALE: 1/4" = 1'-0" w = Q IT TTT '11 cn cf) — ROOF SOFFIT (D Lv z � rtrt -1 I I z0 ,w Wz - - - o z U z I+ +1 J Q EXISTING CEWNG J O &LIGHT FIXTURES • I —I—I— T I T TO REMAIN EXISTING CEILING m O &LIGHT ES TO REMAIN �J,J (v w I— F -+ � _I_I_ � LL � I I — - - - - - - - - - - - -I— TT I I I _ _ 4 � —I—T _ EXISTING CEILING ACT., � I— GMD&UGMfIXTURE3T0� I I —I—I— C— I I TTTTTTT I^-I BE REMOVED _ _ _ 10 I I I I _I_—I I— � � � _I _I_ I_ L —I—I T �T � Trtrt —I —I—I— .� � � � —I—I— f— � t fi T -t � —I�I 11TLE: li T TTENANT"A' - —I_I_`� I I —I—I— — —1— OM ON L BBY I I I 1 REFLECTED CEILING III t�- t-I- t � EX�Ii NG CII WNG AC i—, — LII GERLXIDIS T&M LIGG1CHETI ILI XTU�R -- —1 GRID II--II— II DEMOLfT ON PLANS OR REMAIN FGEST T 4- - - - -I — N. I ELEV. BE REMOV T T T SHAFT DATE ISSUED: 09.30.2019 fi T I I I I I I I I II_ REMSIONS: LEXISTING CEILING I I I I i I ( STORAG &LIGHT FIXTURES EXISTING CEILING TENAM TO REMAIN &LIGHT FIXTURES o OREOMPN M BELOW OOME T T T T T I I I—`' VATOR EXI ING CEILING ACT,T. _ T FGFAD BE'REM FOVED' O I I I I I MENS WOMENS T T T T I I EXISTING CEWNG .._... _ .•f. &LIGHT FIXTURES DRAWN BV:_ TO REMAIN � � � —I TRS AN I }z.e t PROJECT#: I EXISTING CEWNG ACi.. I RAMP STAIR T GRID&UGHf FIXTURES TO S RV1C BE REMOVED B I I 1 DRAWING NO.: SPRINKLER :. . ROOMS FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN D1 . 2 SCALE: 1/4" = l'-0" r STAMP: ROOM FINISH SCHEDULE Room Name FIOOT Material Base Matt WALLS CEILING CAe Material I Finish MARL FIRST FLOOR VESTIBULE/LOBBY CT-1/LVT-1 WOOD GWB. PAINTED EXISTING TO REMAIN DINING AREA LVD-1 WOOD GWB, PANTED ACT-GRID/ACT-TILE 1 BAR AREA E-1 E-I COVE GWB. PAINTED ACTGRID/ACT-TILE 1 KITCHEN#1 E-1 El COVE W-1 ACT-GM/ACT-TILE 2 MEWS&WOMENS RESTROOMS EXISTING TO REMAIN CUSTOMER AREA LVT-I WOOD GWB. I PAINTED ACT -RID/ACT-TILE 1 [[[QQQGW���' m c`.' KITCHEN#2 EA E-1 COVE W-1 ACT-GRID/ACT-TILE 2 - - - - - -- --- STAIR EXISTING TO REMAIN I I I I 0 SECOND FLOOR 9 p ELEVATOR&STAIR HALL LVT-I WOOD GWB. PAINTED EXISTINGTO REMAIN I i I LL TRAJNINGVEST18ULE LVT-I WOOD GWB. PAINTED EXISTING GVA.CEILING TO REMAIN V2 y NEW CLOSET LM-1 WOOD GWB. PAINTED EXISTING GWB,CEILING TO REMAIN TRAINING ROOM EXISTING TO REMAIN z {u STAIR EXISTING TO REMAIN FLOOR FINISH ZTRANSITION <L 2nd FLOOR BAR SERVICE AREA EXISTING TO REMAIN _ \ _ UPPER AND LOWER - 6 I \ MECHANICAL EXISTING TO REMAIN WINDOWS � m / I /■� BAR STORAGE CLOSET EXISTING TO REMAIN BO/ l I f. \ / — — — — — — ® R f I 2nd FLOOR RESiROOM EXISTING iO REMAIN D I \ , �Iia1L — — — _ — — — NEW 2x4 WALL ) SERVER RAIL \ I NOTES, d / yhR. 1?. /i,J L A EXISTING DOORS TO BE REPLACED I SEASONAL USE DOOR I, ALL EXITING TO REMAIN (ERR) FINISFIES TO BE PAINTED CYT1 / ?° WITH FIXED PICTURE WINDOWS AND -- - 2. ALL GWB. TO BE 5/5' TYPE 'X'. G� EW BAR tr�/ \AWNING TRANSOMS ABOVE I -- AREA /.. �A _ \ i� dew/ a• / ,y2'� O \ ——— z ±183s O// �• B 12'STANDING RNLAi WINDOWS ROOM FINISH LEGEND 2 / "''° ,/� — — RECONFIGURED O MATERIAL/ MANUFACTURER /// RECESSED MARK COLOR/CODE COMMENTS WPLK-0OFF MATT CUSTOMER AREA LANDING Q FINISH TYPE PRODUCT LINE I °� 310 sf > F- LIJ o Cil RE Lu NMATCCAPPO MEFf M NOP 52SIN /TI R CHARCOAL 791�6'U 91�ti i0.E$ WNDOWS I I I JPPER // /,/ I O 1° ASA O N C Q J+J FLOORING GROUP/ 1000 NOTABLE I r- LVT-I VINYL RANK FLOODING 9 48°PLANK-ASHLAR INSTALLATION / CLASSIC V5000 19LOCK SHIP COLCRI 3 __________ STCNHARD/ N.0 RECESSED I rr------—---—-- --,� —Lip—- IE LY E-1 EPDXY FLOODING SYSTEM STONES HIELD HIS T.B.D. INTEGRAL COVE BASE PEREMETER I 2'-0' 4'-4' 2'-6" / -WALK-OFF MATT— I iV I ---------- O / \ Z / NEW PCs AND PIMP COUNTER 0 RECONFIGURED DINING , I L� z CLEANABLE COMMERCIAL FLOOR TO CEILING COVERAGE IN ALL -_"`-- --_ '----- AREA --- w-t ALTRO PURAGUARD WHITE --- — I __--- _ _ Q L.l- LAJ W z _ KITCHEN WALL SURFACE KITCHENS&FOOD PREP PREPS NEW 42'xB0" 3520 A ALL INTERIOR STANDING AND RUNNING I CASED OPENING Y „_ _____ ____ J Z v TRIM-EXISTING&NEW-FINAL CEILING CLIP FROM P-I SEMIGLOSS ITRIMI BENJAMIN MOORE T.B.D. _ § STAR ABOVE �- Z SELECTICNB MAYBE 2-3 COLORS ---------6 03_ O P-2 BENJAMIN MOORE T.B.D. ALL INTERIOR WALL SURFACES-EXISTING I b ;"' \ EXISTING ------------ CLOSE IN w N EGGSHELL MALLS) &NEW-FINAL SELECTIONS MAY BE 2-3 LL55 BACK COUNTER W/BASE EXISTING DOOR i COLORS I ', nN� VESTIBULE/LOBBY COUNTER a�a ARMSIRONG/PRELUDE XL TO BE USE IN ALL LOCATIONS INDICATED EXISTING HIGH " \-"Wv"/ ELEV. - --- "' ACT-GRID 15/16 CEILING GRID 15/16"EXPOSED TEE WHITE AS NEW I WINDOWS TO REMAIN - 16- T-- - �07 e SHAFT NEW WALL AT C NEWPS ABED - -- w PRMSTItONG/GEORGIAN. TO BE USE IN ALL COMMON NON FOOD C PT � ACOUSTICPLCEIUN.RUF 4'x2RMSTR EVEL:ED iEC�.ILARq WHITE PREP.AREAS TYPICAL NEW PARTITION: -- ,_, - -- NEW KITCHEN ------------- ACT -_-- G 2x4 WALL STUD @ 16"O.C. i( NSF APPROVED CEILING TILE ARMSTRONG/KITCHEN ZONE. WHITE TO BE USE IN ALL FOOD PREP.AREAS \ W/5�°GWB.CN EACH SIDE "CHASE TOOD O RO�Si �l 24^x24x5 se.LAWN \ KICTHEN#1 _\ D' _ T ® LOW HEADROOM \ F-\ ----- STORAGE BELOW SiPJR I KITCHEN#2 -- - ----� _ TENS / 1 WOMENS ELEVATOR ,._,. ,,,.. TITLE: \ COORDINATE LOCATION OF I I \ \ MACMNE -" ""- \ VERTICAL VENT DUST W/ I \\ , \ , ROOM :. \ EXISTING STEEL BEM4 ABOVET _ - ."... _._ _ PROPOSED FIRST FLOOR \\ Em. DP ——, I PLAN&ROOM NOTE: -- i . FINISH SEE KITCHEN EQ01 UIPMENT �— — RAMP — — — STAIR I �' t SCHEDULE DRAWINGS FOR EQUIPMENT RELOCATED DOOR LOCATIONS&RELATED MEP SPRINKLER To stag �L j DESIGN REQUIREMENTS ROOM DATE ISSUED: ® E 09.30.2019 E7R. I -D NEW 4B°x60'HOOD WITH OW TO DIRECT SIDE WALL VENT REVISIONS: L — — — — — -I MATCH ALIGN PAD WALL OUT MATCH&ALIGN W/ FOR HOOD WINDOW PROVE NEW WAIL MOUNTED HOOD EXHAUST DRAWN BY: TRS PROJECT#: DRAWING NO.: PROPOSED FIRST FLOOR PLAN ^ ®q" SCALE; 114" = 1'-0" Al . L F- STAMP: `LLsx 9 c ®n mm I I LL 8,12 6,12 5 U mZ - -----------� o� Z� i &c .e / \ \ MAKE NEW FLOORING TRANSITION RAISEDFLUSH W/ O TH ES OLD TOPROVIDE ELEVATOR COMPLIANT TRANSITION z ----------------------- O I 0 Lu Lu I N - 5,12 - - - - - - - ROOFDECK - - - - - - - w G], C Q - - - - - - - - - - - � C 5 ccn U c z I 47-LINE MEETING TRAINING COVERED AREA OF --- ---- I Q O w w Z I 4 TRAINING ROOM NEW DOOR AT os G Ed2I CASED OPENING VESIBULE ROOF DECK 21 I --' — O I -- -- - - I m >- O - I uNi N REMOVE KITCHENETTE z___ ____ ___ ____ I F- NEW CLOSET AND CREATE NEW EIEV. CLOSET WITH DEL. SEwR a--- ---- --- ---- I DOORS 4___ ____ -_ I Lu Lu MECHANICAL CHASE PUBLC --- --- ---- \ a ELEVATOR EXISTING KITCHEN EQUIPMENT AT \ $EGRESS 2ND FLOOR TO REMAIN U.N.O. I Q \ \ — STAIR HALL \ \ UTILITY / \\ Lmmmmml EXISTING 2nd / FLOOR BAR EXTERIOR CLOSET RESTROOM \ I I 1 SERVICE AREA PUBLIC STAIR — — - PROPOSED LINE OF 15T FLOOR \ — — — i< r, ETR. ETR. F WALL BELOW \ 8d2 ( I SECOND FLOOR \ NEW ENCLOSED CLOSET AT �----PI:AN—�---� ———1 EXISTING ELEVATED 1 ——————————— PLATFORM OVER STAIR O BAR I I411- I-ou MECHANICAL STORAGE _..-: _.. CLOSET 363 sr HOOD EXHAUST I EGRESS STEPS TO ELEVATED CHASE TO ROOF STAIR ON ENCLOSED CLOSET _ DATE ISSUED: i 09.30.2019 REVISIONS: PROVIDE WALLS AND DOOR TO ENCLOSED EXISTING FRAMED PLATFORM OVER STAIR DRAWN BY: TRS �` PROJECT#: \ DRAWINGNO.: P,RO.P_OSED�FIRST FLOOR PLAN/, L r ' STAMP: h NOTES: • SEE KITCHEN EQUIPMENT VENDOR'S DRAWINGS FOR ASSOCIATED MECHANICAL, ELECTRICAL,PLUMBING,&FIRE PROTECTION REQUIREMENTS AND SPECIFICATIONS. Lc • MODIFICATIONS TO THE BUILDING'S EXISTING MEP&FP SYSTEMS WILL BE DESIGN-BUILD THROUGH THE CONTRACTOR AND HIS SUBCONTRACTORS AS NECESSARY BASED ON THE cz PROPOSED MODIFICATIONS. 0 g • THE CONTRACTOR SHOULD ASSUME ADDITIONAL CONVENIENCE RECEPTACLES IN U LL RENOVATED KITCHEN AND BAR AREAS ABOVE AND BEYOND THOSE SPECIFICALLY CALLED OUT z FOR EQUIPMENT. CONVENIENCE RECEPTACLES TO BE FIELD LOCATED DURING ROUGH LL EXISTING SOFFIT&LIGHT ELECTRICAL WALK THROUGH BY THE CONTRACTOR,OWNER,ARCHITECT AND EQUIPMENT FIXTURES TO REMAIN VENDOR, U • HARD PIPED AND INSTALLED KITCHEN EQUIPMENT WILL BE PROVIDED BY THE KITCHEN z P I VENDOR AND INSTALLED BY THE CONTRACTOR. ALL OTHER(PLUG IN)KITCHEN EQUIPMENT/ U a^ APPLIANCES WILL BE PROVIDED AND INSTALLED BY THE KITCHEN EQUIPMENT VENDOR. t s m y 0 �I O O L ■B 5 / \ j� 2 NLIN GWB.SOFFIT, EXISTING SOFFIT&LIGHT ALIGNED OVER / O O NEW ACOUSTIC FIXTURES TO REMAIN / 1 \ CEILING TILE TYPE'1° z'-T rrCal CENTER CEILING GRID o o 0 I , \ ON THIS WINDOW LEGEND: Z II 0 SUSPENDED 2X2 LAY-IN ACOUSTIC TILE& I I GRID CEILING W O 0 O O O — — — — � O W W NEW ACOUSTIC C N C O �f O O I I O Q O O CEILING TILE TYPE"T O O " G II U) � U z vi ® 1 X6 NATURAL CHERRY,T&G"V'BOARD- Q O O O O 11 O O O ® ® POLY.FINISH Q O LU U Q O O O O coM as Lo LW O O O - m � C _ I I GYPSUM WALL BOARD CEILING TYPE°X"- cn r CO I I FIRE TAPE ALL JOINTS W N O O O H !� I I O O C O JAN. ELEV. F0 WALL MOUNTED FIXTURE 2 O I EXISTNG GRID&LIGHI SHAFT Q FIXTURES TO REMAM I I O 4"RECESSED LIGHT FIXTURE-DIMMABLE \ I I O O 0 \ Q Q Q I oBELO W MACMNE STORAGE TITLE: \ ® ELEVATOR STAIR 3Z PENDANT LIGHT FIXTURE \ \ I I MENS EN PROPOSED FIRST \ 101 I I O O O --' 0 FLUORESCENT LIGHT FIXTURE FLOOR REFLECTED \ i CEILING PLAN 2x2 LED LIGHT FIXTURE NEW ACOUSTIC 4 CEILING TILE TYPE 7' \ STAR "�- O Lo�vE O DATE ISSUED: O O I CONTRACTOR PROPOSED LIGHT FIXTURES SHALL BE REVIEWED 09.30.2019 AND APPROVED BY THE OWNER AND ARCHITECT. SPRINKLER REVISIONS: ROOM — — NEW ACOUSTIC �IJ L — _ CEILING TILE TYPE"2' EXISTING SOFFIT&LIGHT FIXTURES TO REMAIN DRAWN BY: IRS PROJECT#: DRAWING NO.: PROPOSED FIRST FLOOR REFLECTED CEILING PLAN A SCALE: 1/4" = 1'-0" 1 . 3 L r STAMP: e. -1 F4a' NEW EXHAUST CHIMNET FOR KITCHEN 12 U z W LL H z 6 cl ER7. ETR, ETR.\ J�M ETR. ETR, J(� <e gC �$ ma �s �e ETR. E1R. ETR. ETR. ETR. 00, \ \ \ \ z ETR. ETR. ETR. E1R. ETR. O O H w z W cQ - PROPOSED WEST ELEVATION c 5 cl-o2i SCALE: 1/4" = 1'-0" z z U ,z< z z UQ O �- m >- o = t/� = co w CV t` z w Q nnE: / \ PROPOSED BUILDING ` ELEVATIONS ETR. JETR.. ETR.\ .ETR. ETR. ETR. I41 I-0u I DATE ISSUED: -� �_l� `-� 09.30.2019 � REVISIONS: /ETR, \ FM ETR, ETR. OD OD B A B ' ETR, ETR, ETR. ETR. ETR. ETR. ETR. F-1E.R] ETR. E R. ETR. DRAWN BY: TRS -'' — — — — PROJECT#: 0111111.11 TO SE REPLACED DRAWING NO.: WT1H CASEMENT AND AWNING MANDOWS TO MATCH EXISTING. SURROUNDING TRIM AND SIDEWALL PROPOSED NORTH, ELEVATION A2 . 0 L - STAMP: m } W x�x 0 i Q U Z w sa z =U a^ zs 8= w Oc N m¢ eB � O F— I Q p w z LL! W NEW EXHAUST W c ) �— L" Q CHIMNEY FOR _ KITCHEN U I LU z <„ --_ zp LLj wz LL z U z O m } Q cry = c'M W N f- z W ETR. ETR. Eia.� .ETR. ETR. ETR. ETR, ETR. E1R. ETR. ETR. Q 2 TITLE, ETa. ETa. ETa. ER. — PROPOSED BUILDING ELEVATIONS d Em Em. ETa DATE ISSUED: 09,30.2019 REVISIONS: ALIGN NEW WINDOW I NEW WINDOW IN RELOCATED W/WINDOW ABOVE KITCHEN TO M H ATC KITCHEN EXHAUST EX15TING ABOVE ^ PROPOSED SOUTH ELEVATION SCALE. 1/41I = - -01I DRAWN ar. TRS PROJECT#: DRAWING NO.: A2 . 1 L • r STAMP: s 1N r- m o U U Z t! W q _ 1�-B• 1'-p• F%IStING WINDOW TRIM,BEYOND ~ pEyS SOLID WOOD COUNTERTOP I SOLID WOOD COUNTERTOP 2'-1' U W/EASED EDGES i W/EASED EDGES SOLID WOOD COUNTERTOP W/EASED EDGES :n z B STOP @ BACK FOR 2-0 ?w SHELF lx6 W/BULLNOSE 10 MATCH WINDOW SILL SOLID WOOD COUNTERTOP W/EASED EDGE9 U 1212x4 TOP PLATE 4•SOLID SURFACE BACK SPLASH 3 h g G,.., .... (2)LAVERS OF 3/4-CABINET (2)LAYERS OF 3/4'CABINET GRADE PLYWOOD i GRADE PLYWOOD a EXISTING WINDOWS EASRNG WINDOWS (2)LAVEPSOF 3/B CABINET (2)LAYERS OF 31e CABINET GRADE PLYWOOD �B I GRADE PLYWOOD p �B PAINTED FINISH FL i PANTED FINISH PLYWOOD— 'Y �B PANELS ON BACK OF NEW 'RAW METAL BRACKETS I 'RAW METAL BRACKETS PANELS ON BACK OF NEW "RA*e'METAL BRACKETS I 'RA-METAL BRACKETS 1%4 RABBRED POPLAR ITNM WPIt FACING EX MODEL#EH-1212 @ MODEL#EH-0909 WALL FACING EX. O MODEL#EH-181 B MODEL#EH-1818 WINDOWS ENDS&@MILLI MILLION I WINDOWS. COORDINATE LOCATIONS n BOARD.PAINTED (2)2x4 TOP PLATE LOCATIONS I Y 1/2'PLYWOOD.PAINTED W/EQUIPMENTS E)3SMlG TYPICAL 9 I EASIING TY,'ICM `ti I REMOVE PART OF E)WNG SILL 5 3/4'PLYWOOD PAINTED SILL SILL AS NECESSARY FOR NEW WALL BAR SIDE ;a'_' O I REMOVABLE PANEL Cn I `i FOR MAINTENANCE Q7 3 t7 PORN PANEL PER , REMOVABLE PANEL I" ELEVATION.PALMED FOR MAINTENANCE I 245ND5@16'O.C. CUSTOMER SIDE 2x4 STUDS @le'O.C. P.O.S.SIDE 01 PROVIDE HOLES FOR WTREING PROVIDE HOLES FOR 4AREING �— EXISTING EX I"WALL ' ' EXTERIOR WALL ASSEMBLY 0051ING EXTERIOR WALL 1/2'RWIOOD 3/4'PLYWOOD O Lu w ASSEMBLY ! { ASSEMBLY SILL SECURED TO ADJAACCENT WALL PAINTED Y TO 3 2x4 SILL SECtR2ED TO w (f� Q 2 FLOOR BELOW I i FLOOR BELOW I i <, /n 1ST FLOOR \ ! 15f FL i 8 I51 BOOR V Of (/i u x oLL LU z Uz b WINDOW BAR RAIL DETAIL STANDING BAR RAIL DETAIL BACK COUNTER SECTION DETAIL @WINDOW LOCATION P.O.S.COUNTER SECTION DETAIL Co >- CD = Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = P-0" 4 Scale: 1 1/2" = P-0" 5 Scale: 1 1/2" = 1'0" w N i= Z 2'-6' w SOLID WOOD COUNTERTOP W/EASED EDGES SOLID WOOD COUNTERTOP W/EASED EDGES 2'-1' Q k SOLID WOOD COUNTERTOP W/EASED EDGES A-SCUD SURFACE - a BACKSPL SH f METAL BRACKETS 1 DEL#EH-,209 TITLE: 121 LAYERS OF 3/4'CABINET (2)LAYERS OF 3/4"CABINET GRADE PLYWOOD i, (2)2x4 TOP LATE GRADE PLYWOOD j IX4 RABBETED POPLAR TRIM 3/4'PLOW_�L+D j 47AKK5'METAL BRACKETS BOND.PAINTED ;? O N I 1 X 5 POPLAR STILES.PAINED,TYPICAL CASEWORK j MODEL#EH-1818 y'• POPLAR PANEL PER `; NOVFP&E ANEL DETAILS ELEVATION.PAINTED FORMAL BAR SIDE CUSTOMER SIDE BAR SIDE I w 2M STUDS O.C. POPLAR RAISED PANELS,PAINTED I ¢ 1xd POPLAR BASE TO MATCH ADJACENT WALL BASE.PAINTED ;3j f21lAYER5 OF 3/4'PLYWOOD DATE ISSUED: IMERME141.SUPPORT,TIP. ' O OF(2),COORDINATE LOCATION 1 'O INDUSTRIAL STEEL PIPE 09.30.2019 i W/BPR EAl1R.$ REVISIONS: 1112'O INDUSTRIAL STEEL - RlOVIDE HdIES FOR WTREIJG S PIPE CONTINUOUS FOOT RAIL 'x = 9/4'PL D f EXTERIOR WALL ASSEMBLY W/MATCHING SUPPORT I BRACKETS )b 2A SILL SE RED TO j +' 1' FLOOR BELOW CONTINUOUS FOOT RAIL W/ T MATCHING SUPPORT BRACKETS j ISIFLOOR d\ ,IH DRAWN 8Y: TRS 3 BACK COUNTER SECTION DETAIL(—a WALLLOCATION 2 BAR SECTION DETAIL 1 BAR SECTION DETAIL ___ PROJECT Scale: 1 1/2" = 1'-0" `� Scale: 1 1/2" = P-0" DRAWING NO,: A3 . 0 L STAMP: pt11EP V@fr By INTNCe BY F �.. __ � 9ECxPe TO WLLL PVL mR PNW MNTep (2)2x4 TOP PLAi'E-� m N 1vl c w 0 z JU a^ 0 c �B ensnx6 awx6 ro gewx �E� �� I� ReFq.2 PA0.T OP efx9nN6 uve eox I I I > z Lu z LLJ C Q LL1 N PROPOSED SHEATHI _ 1 '� ex—W exrewae NAL ro x m C ON 2X4 WALL STUDS O 16' (PNiIULLY Rellode.0-4) z � O.C.a SIDING TO HATCH Z O V Q EXISTINGuJ s r. Ilr>11 F u- Z U z r m C Lu ` NOTE- SELF ADHERED MEMBRANE FA ING Wf- WEATHER RNING V41TN ESISTIVE MRA1rFEU54iNG RING t n'y�71 BARRIER SIMILAR TO LLI WINDOW OPENINGS 2 HOURS/2 LAYERS THERMAL i 1„i"` ECTION Q FIBER BLANKET INSULATION k VIEW / � I LAYERS THERMAL FIBER TYPICAL FLASHING DETAIL 2./ / BLANKET INSULATION FLUE PIPE,CONNECT EXHAUST HND VI EXISTING FLOOR TO REMAIN TO EXHAUST HOOD TITLE: /! R EXISTING ROOF TO REMAIN E%ISTING STEEL BEAM TO REMAIN MODIFY FRAMING AS REQUIRED - ON �� �X EXTERIOR DETAILS • •% PVC 80ARD, CUT DOUBLE 2X4 BLOCKING OPENING FOR FLUE PIPE �./ ,,,���...///\= , (2)-2x6 O PERIMETER - - _ -- -- METAL PAN t FIRE STOPPING METAL PAN 4 FIRE STOPPIN ------.- erµ pNi Olga 9TGPWNG 4E' FLANGE BY MECH.CONTRACTOR PAIxfi PVC TRIM, FLUE PIPE, CONNECT TO EXHAUST HOOD FIBERD ON,) REINFORCED BOARD RPD TI FOOW MEP g EEA _ PAINTED DATE ISSUED; 'AF ON 1.3 STRAPPING O 16, O.C. THERMAL FIBER 2 HOURS/2 LAYERS 09.30.2019 von=cis - FLANGE BY MEOW CONTRACTOR REVISIONS: TYP.EXTERIOR WALL BLANKET INSULATION t --- -- -- -- -- -- -- --- -- -- — — — --- -- — -- — FLUE PIPE,CONNECT TO EXHAUST HOD CONSTRUCTION - li SECTION VIEW III104'AF.F.I., + (98'AF.R)- KITCHEN EXHAUST FAN ENCLOSURE DETAIL FLUE PIPE. ^ EE MEO4.FOR DETAIL rm,x000 G Scale: 1" = 1'-0" DRAWN BY: SEC110 VIEW TRS PROJECT#: 1 (s0•AF.F.I„ DRAWING NO.: I Q i GONCBSAONB A4 . 0 1 KITCHEN EXHAUST FAN ENCLOSURE DETAIL , U Scale: 1" = 1'-0" L r S/0" GWB. TYPE "X" STAMP: OVER 6 MIL V.B. / 2X6 WALL STUDS JffY . 6" UNFACE5 BATT WALL STUDS P 16" O.C. IN5ULATION, TYP. 58"GWB. TYPE " 1/2" PLYWOOD - s � SHEATHING 5/5" GWB. TYPE 'X° (3)2x HEADER AS OVER 6 MIL V.B. REQUIRED BY SPAN T TABLE 700 CMR 8 _ PVC SOFFIT, YYP, I" RIGID INSUL. ' J_ PVC QUARTER ROUND Lk' BACK BAND TRIM (3) 2x HEADER AS REQUIRED ON Ix4 POPLAR, BY SPAN TABLE 700 CMR PAINTED TYP. - I" RIGID INSUL, 1 c COMMON AREAS .y w m ONLY I%IO PVC TRIM, PAINTED— TYVEK \ �_ � FLEXWRAP /-; 2" FLUSH METAL SEALANT tl� _ FRAME, PAINTED QIu AWNING WINDOW HEAD w HEAD EXTENSION - �i M �i COMMON AREAS ONLY N 3/4" SOL Q ID COR E g MA50NITE DOOR Ix5 TRIM, PAINTED — COMMON AREAS ONLY ZU ¢� PIGAL HEAD DETAIL @ IST FLOOR 5 S TYPICAL INTERIOR DOOR HEAD DETAIL SCALEi 3'•'-0' STALE.3'•I'-d' Ix TRIM, PAINTED - ME. Fz DOOR AND FRAME SCHEDULE COMMON AREAS ONLY ME� Ne 5�8" GWB. TYPE °X" HEAD EXTENSION - �B DOOR COMMON AREAS ONLY NUMBER LOCATION Frame Material SIZE NOTES Ik/° BACK BAND TRIM WINDOW SILL MATERIAL ON Ix4 POPLAR, SEALANT �- WIDTH HEIGHT NOTE. PAINTED TYP, - 2x2 DRIP CAP 01 EGRESS STAIR METAL, FLUSH TO FINISH S.C. MA50NITE, 6 PANEL 3'-O" 6'-8" -- MATCH ALL HEAD ELEVATIONS,ALIGNMENTS COMMON AREAS / \` 02 DINING AREA -- -- 3'-0" V-B" TWO WAY DOOR AT KITCHEN ONLY Ix PVC TRIM BD. \ N &TRIM PROFILES TO EXISTING DOUBLE STUDS i \ z 03 MEETING /TRAINING ROOM METAL, FLUSH TO FINISH S.C. MA50NITE, 6 PANEL 3'-1" 6'-1" -- JAMB, TYP, / (3)2.5 HEADER O 04 CLOSET METAL, FLUSH TO FINISH S.C. MASONITE, 6 PANEL 6'-0' 6'-8" -- JACK STUD, TYP, J I" RIGID INSUL. OS STORAGE METAL, FLUSH TO FINISH S.C. MA50NITE, 6 PANEL 3'-0" 6'-B" TYVEK FLEXWRAP - TYP, I— NOTES, 2" FLUSH METAL P LU I. ALL METAL DOOR FRAMES TO BE FLUSH TO WALL FINISH TO ALLOW FOR OVERLAP OF TRIM MOULDING FRAME, PAINTED 3 WINDOWTHEAD " I II �•\\,\1"\ O w W f�/ill i 2. ALL NEW DOORS TO MATCH EXISTING, UNLESS OTHERWISE NOTED d' O_ Q ., 13/4" SOLID CORE HEACOMMON AREAI5NONLY 2.2 PVC DRIP CAP MA50NITE DOOR Ly 100 PVC FRIEZE BRD. WINDOW SCHEDULE /WINDOW HEAD Z_ O w LL w z SIZE TYPICAL INTERIOR DOOR JAMB DETAIL Z U z TYPICAL MEETING HEAD DETAIL J } MARK Manufacturer Model Quantity NOTES \ / OPERABLE AWNING WINDOW 9CnLE•3'•I'-O' 3 SCALE.3'•I'-0' = J O WIDTH R.O. HEIGHT R.O. m ,,,, O = 2x2 PVC DRIP CAP Ix5 TRIM, PAINTED - FIXED WINDOW W/ N - PVC APRON COMMON AREAS ONLY N A ANDERSEN - 400 SERIES A41 /P4045 4'-O kl' 7'-2 �' I OPERABLE AWNING W CV WINDOW ABOVE w 13/4' SOLID CORE MA50NITE DOOR JAMB EXTENSION - _ FIXED CASEMENT WINDOW @ COMMON AREAS ONLY Z FIXED WINDOW W/ v B ANDERSEN - 400 SERIES A31 /P3045 3'-0 k,' 7'-2 �' 2 OPERABLE AWNING ~ PORTAL AREA/OPERABLE CASEMENT WINDOW P FINISHED FLOOR WINDOW JAMB WINDOW ABOVE Or In NORTHWEST FACE OF OCTAGON MATERIAL SEALANT E ANDERSEN CXWI45 3'-015' 4'-5 11 I OPERABLE CASEMENT =f- TYVEK FLEXWRAP 1 �l v w Q Iz6 PVC TRIM, PAINTED TY JAMB TRIM Ixb - TYPICAL P, S C \ NOTES: o TYPICAL INTERIOR DOOR SILL DETAIL 6" UNFACE5 BATT 1. WINDOW MARKED(ETR.J IS EXISTING TO REMAIN. SCALE.3••r-r INSULATION, TYP. v�} 2. SEE ELEVATIONS FOR GRILLE PATTERNS. = 2x2 PVC DRIP CAP (2)- 2x6 JAMB, TYP. 2v ¶TLEI 3, CONTRACTOR TO VERIFY QUANTITY FOR ALL WINDOWS BEFORE ORDERING ' lx PVC APRON TO MAKE UP �B" Gw8 TYPE °x° 4. HARDWARE TO MATCH EXISTING. , OVER 6 MIL V.B. FIR5T FLOOR FULL SHINGLE COU125ING 5. ALL WINDOWS WILL BE IMPACT RATED. , W.C. SHINGLES - PRE5TAINED, DOOR&ELEV. (10'-02"� R6R, 5° EXP. WINDOW BAR SECTION DETAIL TYPICAL OUTSIDE JAMB DETAIL �Ij Scale: 1/2" = 1'-0" SCALE 3•.I'_0• SCHEDULES& DETAILS / TYVEK SILLFLASH - TYP. / EXTERIOR SHEATHING, PRIOR TO INSTALLING SHEATHING, SEAL Ix5 TRIM, PAINTED - / BETWEEN FRAMING $ SHEATHING Ix5 TRIM, PAINTED- COMMON AREAS ONLY DATE ISSUED: MECHANICALLY FASTEN AS NECESSARY / TO PROVIDE AIR SEAL IF 09.30.2019 IN CORNER5 THROUGH MEMBRANE / COMMON AREAS ONLY SILL EXTENSION - p� JAMB EXTENSION - COMMON AREAS ONLY REVISIONS: 0 / COMMON AREAS ONLY WINDOW JAMB �/ SILL PLATE WINDOW JAMB - "�"� SEALANT \ \�' \v SEALANT ,\ r -�� ..e / r� TYVEK FLEXWRAP \k;; \ 2x2 PVC DRIP GAP \`I l/ 1, SELF ADHERED MEMBRANE Ix5 PVC TRIM, PAINTED TYP. ` TYVEK FLEXWRAP � / ^ Ix PVC APRON - RABBETED " \ (3)- 2x6 JAMB, TYR CORNER PATCH SEALANT \`` - 6" UNFACE5 BATT (A33E WIN061 ( / / WINDOW JAMB \ G" DRAWN BY: TRS i Ji/ INSULATION, TYP. TYVEK WRAP ON 1/2" O / CONTINUOUS SEALING PLYWOOD SHEATHING PROJECT#: O / JAMB EXTENSION - / I. INSTALL SILL FLASHING COMMON AREAS ONLYJ[t �B°GWB. TYPE "X" 1 2. APPLY SEALING 6 HEAD 6 JAM55 OF WINDOW OVER 6 MIL V.B. DRAWING NO.: 3. INSTALL WINDOW, ATTACH PER MANUFACTURES REQUIREMENTS W.C. SHINGLES - PRE5TAINED, f 4. APPLY JAMB FLASHING STRIPS RCR, 5' EXP. _I 5. APPLY HEAD FLASHING STRIP OVER FLANGE, SECURE TO 2X6 WALL STUDS ' .. 514 H ATHING IF REQUIRED DO NOT FLASH 5 ELA TYPICAL GANG JAMB DETAIL A5 . 0 OVER BOTTOM 6. APPLY METAL FLASHING 6 ADDITIONAL LAYER OF MEMBRANE '' -o• NAILING FLANGE FLASHING OVER IT WHERE REQUIRED. FLANGED WINDOW-FLASHING/INSTALLATION DETAIL&STEPS , TYPICAL SILL DETAIL SCALE.3'•I'-O' L W O ¢ Q UZ WwW2- I=-wO OZ(ZD a U= ZoZ�'WJ O soacizka J—OZ KZ o N��w3o zZa�NFc� OwNO�� �wro w=w wo Om�3 � w � Oo<JF-3o 0 O<ZR: 14-:5 • V- BZUNOI- • W P n. II II I U go I II II I � N>a II II i 0' � o N p 1I 1 w� m N I ' I � � / I o0 ,64 �23 / 65, �24It ----- --- xa m --- I rl, ----- --- u o , o I 45 �� ------ --- --- I 2 2 39 ������� �1=. 4fi 48 � ® I ----- --- A `N 16 59 I I c� _— 47 51 2 0 ----- --- I 25 66 1 l ✓ h 29 �49 0 0 \ ® 1s 67 a 11 11 20� \ 13 9 © ® 4A \ D- —\ D- 52 d \ ® 10 54 68 67 \ 12 \\\ � �14 i I I 41 0 / / 37 \\ 2A � 9 I I Q F— \ UP 32 1 RAMP g \ -- 31 0 w w — RAMP — — — — 35 36 1, 33 57 4 56CL I 61 Z 48,18 48, 8 W 71CA 7, 0 ® -J; w w > aane V� Q wLU H VMFY LOCATION U 0 o p o c ocn Q ccN L L J FS- 1 SCALE: 1/4" = 1' A B B R E V I A T I O N S K E Y w ELECTRICAL PLUMBING GENERAL APPLICATION ELECTRICAL NOTES V VOLTAGE HVV IHCJI WATER AFF ABOVE FINISHED FLOOR x�oaozc4 PH PHASE CW COLD WATER BFF BELOW FINISHED FLOOR a -x z -THIS PLAN SHOWS ELECTRICAL REQUIREMENTS FOR FOOD SYC.EQUIP.ONLY,FOR All OTHER REQUIREMENTS SUCH AS INTERIOR AMP AMPERAGE DW DIRECT WASTE BTC BRANCH TO CONNECTION O z 3 Z I= ELECTRICAL CONNECTION SCHEDULE ELECTRICAL CONNECTION LEGEND AND EXIERIOR LIGHTING,TOILET FACLMES.EXHAUST FANS,WALL OUTLETS&PHONES,SEE ARCHLTECTURALS. HP HORSEPOWER iw G GASRECT WASTE DFA DROP FROM CENTERLINE ABOVE OAz 10)ZO OZ�N E-3 715/1-6.3 AMPS-1/3 HP-SR-STUB OUT 84'AFF-REACH-IN FREEZER ,,p�y� -ELECTRICIAN TO DO ALL ROUGH-INS AND MAKE ALL FINAL CONNECTIONS TO EQUIPMENT.ELECTRICIAN TO FURNISH :-O? m Z E-4 120/1-15.0 RAPS-JB-DFA-FOR LIGHTS ONLY,E.C.SHALL INTERWIRE-FANS BY OTHERS-EXHAUST HOOD V� DUPLEX RECEPT.,20-AMP,120-VOLi,GROUND TYPE,HORIZONTAL MOUNT $WICIEg,RELAYS,ETC,p5 REQ'D. SR SIMPLEX RECEPTACLE BTU BRUTISH THERMAL UNIT NIC NOT IN CONTRACT Z CL F° O E-4A 120/1-15.0 AMPS-JB-DFA-BTC-EC.SHALL INTERWIRE NTII BUILDING ALARY SYSiQA-FIRE SUPPRESSION SY57EM A111PoM,ACCESSORIES,DISCONNECTS,COMACTORS, N J w U DR DUPLEX RECPTACLE S STEAM INLET z �rnt- �- S9PIEX RECEPL,2D-AMP,120-VOLT,GROUND TYPE,HORIZONTAL MOUNT -ELECTRICIAN TO ACCOMMODATE ALL PREVNUNG LOCAL ELECTRICAL CODES,/S REQUIRED JB JUNCTION BOX 5 STEAM RETURN PROJECT PERSONNEL U w/n»JJ E-5 11S/1-1.7 AMPS-SR-STUB OUT 12'AFF-FRYER W H ZO w S W El 115/1-7.0 AMPS-SR-STUB OUT 12'AFF-FRYER OIL FILTRATION SYSTEM ® SPECIAL PURPOSE OUTLET.120-VOLT,GROUND TYPE,HORIZONTAL MOUNT -ALL CONVINCE OUTLETS TO BE MOUNTED HORIZONTALLY,LOCATIONS BY ARCHUM,PROVIDED AND SUPPLIED BY ELECTRICIAN CP CORD &PLUG FS FLOOR SINK ARCH ARCHITECT w O O m m 3 E-513 115/1-6.3 AMPS-.75 KW-SR-STUB OUT 1Y AFF-FOOD WARMER ® SPECIAL PURPOSE OUTLET,2OB/24D-VOLT,AS NDICATED,MOUND TYPE,HORIZONTAL MOUNT -ALL MIRING AND CONDOR TO BE CONCEALED. DC DIRECT CONNECTION FD FLOOR DRAIN ID INTERIOR DESIGNER j w 3 g E-6 (2)115/1-5.9 AMPS-SR-STUB OUT 1Y AFF-80'COMBINATION RANGE ELECTRICIAN TO INSTALL AND INTERWIRE COL)STORAGE VAPORPROOF LIGHTS AND TEMPERATURE ALARMS MECHANICAL FFD FUNNEL FLOOR DRAIN MEP MECHANICAL ENGINEERING FIRM U Z a O m E-9 115/1-7.3 AMPS-1/5 HP-SR-STUB OUT 12'AFF-WORKTOP REFRIGERATOR QJ JUNCTION BOX CFM CUBIC FEET PER MINUTE WF WATER FILTER FSC FOODSERVICE CONSULTANT O¢ w z¢U -FJECTRICAN TO SEAL ALL PENETRATIONS INTO WAIL(-IN COOLERS AND FREZBIS,ETC. O Z 3 a E-10 115/1-6.6 AMPS-1/4 HP-SR-STUB OUT 12"AFF-SANDWICH TOP REFRIGERATOR © ELECTRICAL CONDUIT,STUB AS INDICATED.FOR DIRECT CONNECTION SF_ STATIC PRSSURE KEC KITCHEN EQUIPMENT CONTRACTOR w m J d g E-19 120/1-6.3 AMPS-1/3 HP-SR-STUB OUT 1ff AFF-DIRECT DRAW KEG COOLER O -ELECTRICIAN TO INTERWIRE VENRLANR VAPORPROOF UGHIS,TO DO ALL INIFA'MIRING OF FIRE PROTECTION FSS FIRE SUPPRESSION SYSTEM MW MILLWORK CONTRACTOR N�D=O� p - E-20 OWNER PROVIDED EQUIPMENT-120/1-15.0 AMPS-DR-STUB OUT 66'AFF FLOOR/CBLING RECEPTACLE AS INDICATED SySTETA,PROVIDE SHUNT TRIP TO TURN OFF ALL POWER TO ELECTRICAL COOING EQUIP.IN THE EVENT OF FIRE, I- x U MTO w 2 woor O.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES&CONDUIT FOR DATACOM LINE-POS PRINTER FIELD IMNG EXPOSED RIGID WATERTIGHT CONDUIT PROVIDE FAN INTERLOCK,AND SUPPLY LIGHT TUBES/BULBS N VENTILATOR. T R A 0 ES K E Y E-24 12�20/10-240 1 1 AMPS S 1/3 HP-SR-STUB OUT 12'AFF-BAUOR S COOLER FIELD WARN&CONCEALED IN WAU,FLOOR OR OIUNG -CONTRACTOR TO MAKE ALLOWANCES FOR ANY APPLIED FINISH ADHERED TO CONNECTIONS FROM ALL HOODS TO EXHAUST SYSTEAS E_24 12O_230/1_11-AMPS-SR-SNB OUT 48'AFF-LIGHTED LIQUOR SEEP GC EC PC HVAC KEC E-25 2oB-23O/t-11.8 AMPS-JB-SNB ou7 48'AFF-ICE MAKER -ELECTRICIAN TO RUN ALL LINES FOR DISHMACIBNE TIGHT TO EQUIPMENT FOR MAX.FLOOR TO EQUIP.CLEARANCE E+1 E-31 EXISTING EQUIPMENT-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTIUTIES-RANGE -ELECTRICAL CONTRACTOR TO VERIFY ALL REQUIREMENTS AND CONNECTIONS FOR OWNER AND VENDOR SUPPLIED EQUIPMENTS WITH OWNER GENERAL ELECTRICAL PLUMBING HEATING,VENTILATION KITCHEN W E-32 120/1-15.0 AMPS-JB-DFA-FOR UGHTS ONLY,E.C.SHALL INTERVARE-FANS BY OTHERS-EXHAUST HOOD -ELECTRICAL CONTRACTOR M VERIFY ALL REQUIREMENTS AND C(XNNECTIONS FOR ALL EXISTING EQUIPMENT O CONTRACTOR E-32A 120/1-15.0 AYPS-JB-DFA-BTC-EC.SHALL INTERNEEWI1H BUILDING ALARM SYSTEM-FIRE SUPPRESSION SYSTEM CNTRACTOR CONTRACTOR &RIR-CONDITIONING EQUIPMENT E-34 EXI TING EQUIPMENT-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTIUTIES-FOOD PROCESSOR 04 CONTRACTOR CONTRACTOR E-35 EXISTING EQUIPMENT-C.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTIDTIES-SUCER (��1 E-37 115/1-17.8 AMPS-M-STUB OUT 48'AFF-BTC-ICE MACHINE T E-38 E%ISIINC EQUIPYENT-G.0 SHALL VERIFY&PROVIDE ALL REQUIRED UTIUTIES-REACH-IN FREEZER 0(�N E-40 115/1-7.6 AMPS-1/4 HP-SR-DFA-SANDWICH TOP REFRIGERATOR E-43 208/1-11.3 AMPS-2.4 KW-SR(6-20)-SNB OUT 1Y AFF-HEATED GRAB-N-GO CASE E-44 110-120/1-18.0 AMPS-SR(5-20)-STUB OUT 1Y AFF-REFRIGERATED GRAB-N-CA CASE '2' CE E-45 OWNER PROVIDED EQUIPMENT-120/1-15.0 AMPS-DR-STUB UP It AFF&MOUNT IN MILLWORK �� WTI m C.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES&CONDUIT FOR DATACOM LINE-POS SYSTEM X E-45A(3)OWNER PROVIDED EQUIPMENT-120/1-15.0 AMPS-DR-STUB OUT 48-AFF . a. - G.0 SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES&CONDUIT FOR DATACOM LINE-POS SYSTEM N LL E-16 VENDOR FRONDED EQUIPMENT-120-208/1-30.0 AMPS-JB-SNB OUT 4B'AFF O m G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTIUTIES-COFFEE BREWER �� E-47 EXISTING EQUIPMENT-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES-ESPRESSO MACHINE E-49 (2)120/1-15.0 AMPS-3 HP-SR-STUB OUT 48"AFF-BLENDER 42 H d E-50 115/1-7.3 NAPS-1/5 HP-SR-STUB OUT 1Y AFF-SANDWICH TOP REFRIGERATOR n E-55 120/1-130 HIPS-SR-STUB OUT 66-AFF-MICROWAVE N E-511 VENDOR PROVIDED EQUIPMENT-120-ZDB/1-3B0 AMPS-A-STUB OUT 48'AFF GC.SMALL VERIFY&PROVIDE ALL REQUIRED UTILITIES-COFFEE BREWER = _ _ / N E-59 VETlOOR PROVIDED EQUIPMENT-120/1-20.0 AMPS-JB-STUB OUT 48'AFF ER E-60 GVENDOR PRONGED EQUIPMENT-1120/IFY&PROVIDE ALL WIRED 0 AMPS5-�STUB TEA OUTIt AFF I I A G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES-REACH-IN REFRIGERATOR 1•�•�+ E-64 VENDOR PROVIDED EQUIPMENT-120/1- 55.0 AMPS-OR-STUB OUT It AFF I ( I I I I a 6=. C.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES-BAG-N-BOX SODA SYSTEM I I V E-66 120/1-14.9 AMPS-1.8 KW-SR-STUB OUT 66'AFF-TOASTER I I f I \ N E-66A 120/1-14.9 AMPS-1.8 KW-SR-STUB OUT 48'AFF-TOASTER i I I ' I i y��1 E-70 115/1-10.0 AMPS-(2)JB-VERIFY LOCATION-BTC-FOR Uli1TS AND DOOR HEATERS ONLY-EXTERIOR WALX-IN COMBO BOX E-70A 115/1-Z3 AMPS-A-VERIFY LOCATION-E.C.SHALL WRAP GRAN WITH HEAT TAPE-EVAPORATOR COL E-70B 2OB-230/1-9.2 AMPS-M-VERIFY LOCATION-REMOTE CONDENSER E-72 115/1-17.8 AMPS-JR-STUB OUT 48'-VERIFY LOCATION ON 21,11,FLOOR WITH DOSTNG(NOT SHOWN ON PLANS)-ICE MAKER - I T F U o E r E c` \ ■DODO■ Y � 8 > \ --- \� ,> I �J, I _____ ___ E- rr c 47 _-___ -__ E 25 I ''R.4fZ J Q J ED ________ W W J P� FA z a v ry E-SL a Isl F- LLI LLJ \ r 1 W W J U w Lz \\ a ml LC w Gn � z E-708 \ 4 ■ el . UP I 'RAMP ILI LLI VJ RAMP u-35 e E 3/ E E-32 T I U Q U \_ E-32A�' I O O co � [10, O J All-7D4 E-7 - - -J = FS-3 - - SCALE: 1/4'] 1' A B B R E V I A T I O N S K E Y ¢o w Z PLUMBING NOTES ELECTRICAL PLUMBING AFF It AL APPLICATION w K 0¢ 0— V VOLTAGE HW HOT WATER AFF ABOVE FINISHED FLOOR x PH PHASE CW COLD WATER BFF BELOW FINISHED FLOOR z C9 a tix z AMP 1AMPERAGE DW DIRECT WASTE BTC BRANCH TO CONNECTION O x z 3 z~- PLUMBING CONNECTION SCHEDULE PLUMBING LEGEND -THIS PLAN SHOWS PLUMBING REQUIREMENTS FOR FOOD SERVICE EQUIPMENT ONLY.FOR OTHER REQUIREMENTS,SUCH AS KW KILOWATT IW INDIRECT WASTE DFA DROP FROM ABOVE p.ow Z_KD p_2 (4)1/2'-CW 8 HW-SNB OUT 16 AFF o 4'M CENTER-NAND 9tN TOILET FACILITIES AND AREA FLOOR DRAINS OTHER TAW SHOWN FOR CODE REASONS,SEE ARCHffECYS PLANS. HP HORSEPOWER G GAS CENTERLINE D O Z &z SR SIMPLEX RECEPTACLE BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT O D=r=030 P-2A (4)I-f/Y-W-BRLT BIT 24'AFF-HANID S11B O HW-HOT WATER,OR CW-COD WATER -PLUMBFA 10 W A11 ROUGH-INS ANO MAXE ALL FINAL CONNECTIONS TO EQUIPMENT. DR DUPLEX RECPTACLE S STEAM INLET - Z Z n' N 0 P-5 i'-G 0 160 MBTU-STUB OUT IY AFF-FRYER -PLUMBER TO FURNISH ALL TRIM,ACCESSORIES,VALVES,PRESSURE REGULATORS,P-TRAPS,GREASE TRAPS AND BACKFLON CO En 0 P-6 3/4'-G 0 310 MBN-STUB OUT T AFF-COMBINATION RANG O JB JUNCTION BOX SR STEAM RETURN PROJECT PERSONNEL tow Z-O W P-7 G 0 40 LOW-FACTORY INTMPED WTH ARBIM PREVENTION SYSTEM DEVICES,ETC. W p x g-SALAMANDER 0 WASTE,DIRECT-CONNECTED uNlEss FUMED CP CORD&PLUG FS FLOOR SINK ARCH ARCHITECT w 0 0 m C 3 P-8 1/7-CN 8 HW-STUB OUT 18.AFF 0 4'M CENTER-PREP TABLE w/SNKS -ALL PREVAIUNG LOCAL PLUMBING CODES TO BE ACCOMMODATED. DC DIRECT CONNECTION FD FLOOR DRAIN ID INTERIOR DESIGNER w F 3 P-8A (2)1-1/T'-IOU-RPE TO FLOM SINK-PREP TABLE,r/SENKS ' FLOOR MAIN -PLUMBER TO PROVIDE GREASE RECEPTOR AS CODE REOUIRES. PLUMBER TO SIZE AND FURNISH GREASE TRAP PER SPEC.'S MECHANICAL FFD FUNNEL FLOOR DRAIN MEP MECHANICAL ENGINEERING FIRM U 0<H O O P-15 DOSTNG EBBPI4NT-GC.SNNL WRFI'8 PROVIDE ALL REWIRED UTDRIFS PER CODE-3 COMPARTMENT SINK 8 FAUCET -PLUMBER TO EXTEND All INDIRECT WASTE LNFS PROM ICE MACHINES,STEAM TABLES,ETC.TO THE NEAREST FLOOR CFM CUBIC FEET PER MINUTE WF WATER FILTER FSC FOODSERVICE CONSULTANT Oo Zd z 3= U P-18 1/Y-CW 8 HW-SNB W718'AFF 0 4'ON CENTER-BEVERAGE TABLE p RAM MAIN W/ATTAa®FUNNEL SP STATIC PRSSURE NEC KITCHEN EQUIPMENT CONTRACTOR w J d P-16A (2)1-1/Y-IN-PIPE TO FLOOR 9fNK-BfliRA(E tAB1E la�.d" DRAIN/SINK AS REO'D.. FSS FIRE SUPPRESSION SYSTEM MW MILLWORK CONTRACTOR N Er O¢< O P-17 1/2'-III-PIPE TO FLOOR SM-ICE BIN -PLUMBER TO RUN All LINES FOR DWAADH[NE TIGHT TO EQUIPMENT TO ASSURE MA%NUM FLOOR TO EQUIP.CLEARANCE m 0 V))0 LL P-1B 1/2-ON 8 HW-STUB OUT IB'AFF 0 4-ON CENTER-HAND SIK RAM SINK WITH HALF ORATE UNLESS NOTED _PLUMBER TO FURNISH AND INSTAU_CONDUITS AND SLEEVES FOR SOW UNES P-18A 1-1/2'-W-STUB UP 6'AFT-HAND SINK T R A D E S K E Y P-19 (2)1/27-IW-PIPE TO FLOOR SINK-KEG CCCUER —RED EKRINECIIMS -PLUMBING CONTRACTOR TO VAPoFY ALL REQUIREMENTS AND CONNECTIONS FOR OWNER AND VENDOR SUPPLIED EQUIPMENT WITH OWNER P-22 f/2'-N-PIPE TO FLOOR SINK-ICE BIN -PLUMBING CONTRACTOR TO INSTALL EITHER MECH.OR ELEC.CONTROLLED GAS SHUTOFF-VALVE,FURNISHED AS PART OF THE GC EC PC HVAC NEC P-25 3/8'-CW-STUB QU1 72'AFF 8 PPE THROUGH FILTER-ICE MAKER w/SN 8 FILTER FIRE PROTECTION SISYEM. GENERAL ELECTRICAL PLUMBING HEATING,VENTILATION KITCHEN p-25A (2).1/a'-N-PPE TO FLOOR SINK-ICE MAKER./eIN MEN ER CONTRACTOR CONTRACTOR CONTRACTOR &ALL-CONDITIONING EQUIPMENT P_26 1/2--CW'8 EN-STUB OUT IW AFF 0 4'ON CENTER-UTIUTY SINK p_26A 1-1/2 N-PPE TD FLDOR SKK-UTUTY SKK CONTRACTOR CONTRACTOR OQ - P P-27 I/2'-N-PIPE TO FLOOR SNL-DRAINBOARD CABINET n P-31 DISTING EQUIPMENT-GC SHN1 VERIFY 8 PROVIDE ALL REQUIRED UTIUTWS-8 BURNER RANGE P-33 1/2'-CW 8 HW-STUB BUT 18'AT 0 4'M GETTER-PREP TABLE w/SENKS f P-33A (2)1-1/2'-N-PPE TO FLOOR SINK-PREP TABLE./SINKS P-37 31W-CW-STUB OUT 72'AFF 8 PIPE NRQUM FILTER-ICE MAKER./BIN k FILTER n' C-i P-37A (2)3/4'-N-PIPE TO FLOOR SNK-IRE MAKER./BIN 0 FILTER .O' P- co 41 1/2'-CW R AN-SNB OUT I8•AFF 0 8'ON C04TER-3 COMPARTMENT SINK PIA (3)2'-W-P.C.SHALL PIPE DRAINS PER LOCAL/STATE OWE-3 COMPARTMENT SINK n. m P-W VENDOR PER EQUIPMENT-1/2'-CW- THROUGHB OUT 72'AFF 8 PRE 11N WATER FILTER SICGCSHALL GC SMALL VERIFY k PROVIDE ALL REWIRED UTD3B6-COFFEE BRERR p3 N u Piz VENDOR PROVIDED EQUIPMENT-1/2'-CW-STUB OUT 72-AFF 8 PIPE THROUGH WATER FILTER to GC SHALL VERIFY h PROVIDE ALL REWIRED UTILITIES-ESPRESSO UAWINE P-47A VENDOR PROVIDED EQUIPMENT-3/4'-N-PIPE TO FLOOR SINK GG STALL VERIFY t PROVIDE All REWIRED UIIURES-ESPRESSO MACHINE P-51 1/2.-CW 8 HW-STUB OUT 18'0 4'ON CENTER-DROP-IN UTILITY SNK N P-51A 1-1/2'-IOU-PIPE TO FLOOR SINK-DROP-IN UTILITY SINK +^ P_58 VENDOR PROVIDED EQUIPMENT-1/2'-CW-STUB OUT 72'AFF 8 PPE THROUGH WATER TITER GC SMALL VERFY§PROVIDE ALL REWIRED UTILITIES-COFFEE BREWER H N P-59 ANDOR PROVIDED EQUIPMENT-1/Y-CW-SNB BUT 7Y AFF 0 PPE THROUGH WATER FILTER ii G.C.SHALL VERIFY 8 PROVIDE ALL RE(ALRED UTILIDES-ICED TEA BREWER ty P-64 VENDOR PROVIDED EQUIPMENT-i/2'-CW-STUB OUT HI AFF 0 RPE MOM WATER FILTER GC MEWL po VERIFY 0 PROVIDE ALL REWIRED UTDNES-BAG-H-BOX SODA SYSTEM P-70A 3/4'-IW-PIPE 0RAD1 PER CODE-WALK-DI COINER EVAPORATOR COIL M✓� P-72 3/8'I CW- NOT 9P3WN STUB OUT 7Y AFF 8 PPE THROUGH FILTER-ICE MAKER w/BM d FILTER I I I I I I /,.'�\ V CL M PLANS-24D AM LDCADON-TO REPLACE EXISTING UNIT-VBDFY D014C UTILITIES p-12A (2)3/4'-N-PPE TO FLOOR SINK-ICE MAKER./BIN 8 ALTER NM SHOWN ONPANS-2ND FLOOR LOCADM-1D FREPLA E EXISTING UNR-VERFY E7E NG MUTIES I I I I I I ( n r L\ F ORE — — —-- — 17 \ -- FI 26A / py \✓ 'y PFS -17 a �" LJ ear p_2 01I P-47 P-& 1 PSB I I , P-51 P-7A ---------- AS --- / e Q Q --- --- J ' o --- -`-- co W w -25 / P z C \\ DI DLU a V1 z a z 1 Ilk U w w \ / /, Pit 'B W U \ E I W c/) > z \ 9 II w 'UP I RAMP Q w vi U 0 CD \ — RAMP — R I ° O 0 P-7A F�-1 O O CM/ �/ E N L1 ®I FS FS_4 L — — — — — J SCALE: 1/4" = 1' A B B R E V I A T 1 0 N S K E Y o w Z ELECTRICAL PLUMBINO GENERAL APPLICATION F Z U V VOLTAGE HW HOT WATER AFF ABOVE FINISHED FLOOR F o a p i L4 PH PHASE CW COLD WATER BFF BELOW FNISHED FLOOR a ti 2 z AMP AMPERAGE DW DIRECT WASTE BTC BRANCH TO CONNECTION z ?3 w KW KILOWATT IW INDIRECT WASTE FA I DROP FROM ABOVE p U w z HP HORSEPOWER G GAS CENTERLINE 5 z a O--1n J—OZ CtZ MECHANICAL LEGEND SR SIMPLEX RECEPTACLE BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT c�NIrFW3o 0 VENTILATION NOTES DR DUPLEX RECPTACLE S STEAM INLET zZaj NFU EXHAUST DUCT CONNECTION JB JUNCTION BOX SR STEAM RETURN PROJECT PERSONNEL CD w z>>J NSZ OJ MECHANICAL CONNECTION SCHEDULE cP CORD &PLUG Fs FLOOR SINK ARCH ARCHITECTo 08m�3 M-4 GTE(1)I4'D EXHAUST COUAR-PROVIDING 2,231 TOTAL OH 0-1.Ur SP.-DFA-EpIAlIST HOOD ® -KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE ALL HANGING MATERIALS FOR EXHAUST HOOD DC DIRECT CONNECTION FD FLOOR DRAIN ID INTERIOR DESIGNER w 3, MAKE-UP AIR DUCT=KCRON MECHANICAL FFD FUNNEL FLOOR DRAIN MEP MECHANICAL ENGINEERING FIRM O J O M-4A IN�E(J)tY%20'SUPPLY WI1PR-PROVIDING 1,785 TOTAL CFM 0 alsl'S.P.-DFA-ExxAu$f Hoop -MECHANICAL CONTRACTOR SHALL CONNECT EXHAUST HOOD TO DUCT WORK z o 1- CFM CUBIC FEET PER MINUTE WF WATER FILTER FSC FOODSERVICE CONSULTANT o a w z M-72 aNEU)1D'D E701AUST muAR-PRovmlNc esD TOTAL GM 0-asoa'SP.-DFa-EXHAusi xoln -ALL EXHAUST AND SUPPLY AIR FANS,AND FAN CONTROLS BY OTHERS-VERIFY VAIH ARCHITECT/ENGINEER O z 3 a SP STATIC PRSSURE KEC KITCHEN E UIPMENT CONTRACTOR w m a M-32A ONE(1)12'X 24'SUPPLY COIlAR-PROVIDING 688 TOTAL CM 0 0.2&AP.-DFA-EXHAUST HOOD ® DIRECT VENT,GRAVITY TYPE FSS FIRE SUPPRESSION SYSTEM MW MILLWORK CONTRACTOR In w O O TRADES K E Y GC EC PC HVAC KEC GENERAL ELECTRICAL PLUMBING HEATING,VENTILATION KITCHEN , CONTRACTOR CONTRACTOR CONTRACTOR &AIR-CONDITIONING EQUIPMENT CONTRACTOR CONTRACTOR p a � C ' r T ) rpN O' C m K o C4 TT n a m N II II I u� jl II I I / I-- \ - - - - � - - - - - -- .0000. — / I —— , i i I _ o i� I �r----------------�1 d I I I I LJ 7^ 11 11 -------- - -- ---- J Z J --. w Tn W Q \ z M U ,�I o,�I ' _ 5 Q W w \ w W \ w (� j Z \ -- ■ i �' I UP I RAMP Q W RAMP — — — I coO O F'LI 1 N U- ft� FS-5 SCALE: 1/4" = 1' REVISIONS • oEsoR wTE HOOD INFORMATION — Job 3859713 PATENT NUMBERS MAX. EXHAUST PLENUM TOTAL. HOOD CONFIG. AC-PSP (United States) - US Patent 7963830 B2 CUSTOMER APPROVAL TO MANUFACTUREI HOOD TAG MODEL LENGTH COOKING TOTAL RISER(S) SUPPLY HOOD END TO AC-PSP Wall (Canada) - CA Patent 2820509 NO. TEMP. EXH. CFM WIDTH LENG.HEIGHT DIA. CFM VEL. S.P. CFM CONSTRUCTION END ROW AC-PSP Island (Canada) - CA Patent 2520330 Approved as Noted ❑ 6024 600 430 SS 1 #4 9' Ii' De 2231 4' 14' �2311.023' 1785 jA�LONEEALONE Approved withNQExce tlon Taken ❑ ND-2-PSP-F 9 Where Exposed P5424 600 430 SS Revise and ResLIG it ❑2 #32 4' ' 860 4' 10, 0.503' 668 ND-2-PSP-F Deg. Where Exposed HOOD INFORMATION SIGNATURE FILTER(S) LIGHT(S) UTILITY CABINETS) C, Title Date C, FIRE HOOD c] HOOD FIRE SYSTEM ELECTRICgL SWITCHES m NO, TAG EFFICIENCY SR 7 WIRE SYSTEM ANGIN TYPE QTY.HEIGHT LENGTH OTY. TYPE LOCATION SIZE m MICRONS GUARD TYPE SIZE MODEL # QUANTITY PIPING WGHT m - 85% See Filter Series NO 636 �� a T 1 #4 Captrate Solo Fitter 7 20, 16' Spec. 3 L55 E26 NO LBS Lc4 2 #32 - Captrate Solo Filter 2 20' 20' 85% See e Filter 2 L55 Series E26 NO NO L291 BS �� G HO N OD OPTIOS BOO➢ TAG OPTION ®' FIELD WRAPPER 17.00- High Front, Left, Right II BACKSPLASH 80.00' High X 120.00' Long 430 SS Vertical LEFT SIDESPLASH 80,00' High X 30.00' Lang 430 SS Vertical 1 #4 LEFT END STANDOFF (FINISHED) 1' Wide 60' Long Insulated BACKSPLASH - INSIDE CORNER 80.00' High X 2.00' Leg Length 430 SS Vertical RIGHT WIDE VERTICAL END PANEL 42' Top Width, 36' Bottom Width, 80' High Insulated 430 SS LEFT WALL AS END PANEL o FIELD WRAPPER 17.00- High Front, Right BACKSPLASH 80.00' High X 49.00' Long 430 SS Vertical L py C LEFT SIDESPLASH 80.00' High X 54.00' Long 430 SS Vertical A 2 #32 LEFT END STANDOFF (FINISHED) I- Wide 54' Long Insulated AC 8 C BKSPLASH - INSIDE CORNER 80.00' High X 2,00' Leg Length 430 SS Vertical ® 41 m RIGHT QUARTER END PANEL 23' Top Width, 0' Batton O Width, 23' High 430 SS ®® 3 = LEFT WALL AS END PANEL d Z $8 PERFORATED SUPPLY PLENUMS 'o HOOD RISER(S) ®® Q NO. TAG POS. LENGTH WIDTH HEIGHT TYPE WIDTH LEND. DIA. CFM S.P. 3i P MUA 12' 20, 595 0.191, 1 #4 Front 120, 16' 6' MUA 12' 20' 595 1 0.191' MUA 12' 20' 595 0.191- rn a 2 #32 Front 49' 16' 6' MUA 12' 24' 688 0209' a m CALCULATIONS UTILIZED m y EXHAUST CFN=LENGTH OF H000%CFM/IIN.Fi.(LOAD) [) ' 0 _ SUPPLY CFM=E%HAUSi CFM%PERCENTAGE REQUIRED '. TOTAL DUCT AREA=144% CFM I'I FPM(') TOTAL DUCT AREA DUCT LENGTH- DUCT DEPTH CAPTRATE FILTERS ARE xCAPT1VE-X VENTILATOR DUCT SIZES ARE CA CU ATED USDIG AN E%Ra T BUILT IN COMPLIANCE WITH VELOCITY OF 1500-1800 FPM AND A SUPPLY VELOCITY IS Tm FPN PLEASE CONSULT FACTORY FOR MA%INW ALLGWABLE DUCT SIZES NSF 111211IV7)1 O BUILDING CODES NFPA ##96 U1 NSF STANDARD #2 UL STANDARD #1046 NSF URrtn INT MECH, CODE (IMC) FILTER COLLECTION EPFUJENCY S.E.Psr x Es No.Ia' E.T.L A.I-RRyeos< .En is usrm Ta ulc srallou+os j N RESISTANCE VS AIRFLOW ru- Jaa. .?s Pao-. i' U., -(� C) HOOD CORNER FULL LENGTH SUPPLY PLENUM 6 HANGING ANGLE HANGING ANGLE v2'-13 TPI HANGING ANGLE u 1ES,111, -53 T,i V2'-13 TPI ...5(M[WMW) (HARDWARE BY INSTALLER) siEE�n MiwTTUN) (HARDWARE BY INSTALLER) STEEL HEX NUTS (HARDWARE BY INSTALLER) _9 ❑ STEEL HE%ITS E% S ,/2'GRapE 5 V2'GRADE 3 1/2-GRADE 5 i; i 1/2 Pint Grease Cup Detail Id', MINTMUM)SRER STEEL `MI�NTMUN)STEEL FLIITNWASHER EL FLl U W FLA A ASHER d F U —1 /2'- 3 TPI /2'- 3 TP11 TP11 nj a z GRADE^LM TMIgUM 6RABE 5 MIN MUM) SRARE p3M1 N1W) / EEL L- EAR STEEL ALL-THGEAO IEEE LL-THREAR _\� /Oyu SR RE H(%Nu1rU") 1) 1 (ua1) . e w AIRFLO\V R6u = �1..1 2'-13 TPI GFARE 5 MM1Nuq v2•-13 TPI PARTICLE ( ) STEEL HE%MIT STEEL HEX�NUTU") TEEL E SUPPLY PLENUM 1/2'GRgR 5 No NGOR"NR FULL LENGTH IN"I" ANGLE (RIINNNUM)�STEEL 1 A GLE 1/2'GRADE 5 HA [NG ANGLE 1/2'GRADE 5 f EIGHT REARING WA VEIGHT BfgRMG NINIM W>STEEL MA IGHT BEARING NININUM)STEEL HGR PD,NT SPECIFICATION, CAPTRATE*GREASE-STOP SOLO FILTER ANCHOR POINT FLAT VASMER CHGR POWT FLAT WASHER OR SUPPLY FOR HEED) FOR HOOD) PIERuo THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEATURING Grease cup mill be suppoeted by 2 studs DATE: B/6/2019 ,/E-GRADE 3 A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, on die inside wall of the hood. The grease YviD DWG.lh. IN UlS 3 FLAT WA STEEL TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY, fIIRiNVR3 STEEL FLAT WASHER drau3 through a concealed grease trough 3859713 1/E'GRADE s FILTER IS CONSTRUCTED OF 430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD and into this relnoveable cup. MINTNVO STEEL --13 TPI 2-INCH DEEP HOOD CHANNEL(S), E'-13 TPI FLAT WASHER A.3(NNINUN) GRADE 3 MINIM)N1 1/2'-13 TPT STEEL HEX NUT ND-2 HANGING STEEL HEX NUTS SRARE 3(MMINUH) UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO DRAWN SAC EEL HEX NUT COMPONENTS WHEN ASSEMBLED. ANGLE DETAIL ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 757. OF GREASE SCALE: PARTICLES FIVE MICRONS IN SIZE, AND 90% GREASE PARTICLES SEVEN MICRONS IN SIZE AND HOOD CORNER 3/4" = 1'—O" HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI HANGING ANGLE MUST BE SUPPORTED WITH 1/2- - 13 TPI LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED LO INCHES OF WATER GAUGE. A ALLE [ BAN,N.AN-E DWAREI BY-INST GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING R GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGIN TH 1/2' GRGADE 5 ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING MASTER DRAWING ANGLES AND CEILING ANCHOR POINTS W _ (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI FILTER INFORMATION — CAPTRATE GREASE—STOP SOLO -^ GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE NOMINAL SIZE ACTUAL DIMENSIONS M13 WEIGHT VELOCITY STATIC PRESSURE DOUBLED HEX NUT CONFIGURATION BENEATH BOO➢ HANGING DOUBLED HEX NUT CONFIGURATION ABOVE CEILING DOUBLED HEX NUT CONFIGURATION ABOVE CEILING (H x W) (H x W x O) (POUNDS) (FEET PER MINUTE) (WATER GAUGE) nA v.>«:R ANGLES AND ABOVE CEILING ANCHORS, MAINTAIN 1/4' OF ANCHORS, SINGLE HEX NUT BENEATH HANGING ANGLE IS ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4' OF 20 x 20 19-5/8'x 19-5/8'x t-7/811 100 02 EXPOSED THREADS BENEATH BOTTOM HEX NUT, TORQUE ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. EXPOSED THREA➢S BENEATH BOTTOM HEX NUT. TORQUE 20 x 16 19-5/8'z 15-5/8'x t-7/88.9 125 0.35 ALL HEX NUTS TO 57 FT-LBS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM ALL HEX NUTS TO 57 FT-LBS. 20 x 20 15-5/8'x 19-5/8'x t-7/B8.1 150 0.45 MT W HEX NO. HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. 16 x 16 15-5/8'x 15-5/8'x t-7/874 1 175 1 0.75 NIX NNTR 1. L N REVISIONS 06CRIPi1pN —E' 1'LAYER OF INSULATION Q FACTORY INSTALLED IN V LAYER OF INSULATION Q IDO'END STANDOFF MEETS FACTORY INSTALLED IN 0'REQUIREMENTS CLEARANCE 1.00'END STANDOFF MEETS Q TO COMBUSTIBLE SURFACES. 0'REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. it' p 014• 010' E I � ,I m � m 60' ILL ss Listed L55 Series E26 Canopy 54' o Light Fixture -High Temp Aembly .- U.L.Listed L55 Serie y s E26 Can Light Fixture-High Temp Asse ly 24. I�A� �-i(— 20' 20' 20' A �x 16' 12' _.—_ ___— 12' —_—_ --_— 12' LL 16, 12— ®� INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH �7 THAT THE SPECIFIED WALL,ACTING AS AN END PANEL, C INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH IS MATED TIGHT TO THE CORRECT END OF HOOD TO o R THAT THE SPECIFIED WALL,ACTING AS AN END PANEL, gCHIEVE A RE➢UCEO MINIMUM EXHAUST CFM LISTING. 24'---�- 24• .'a...IS MATED TIGHT TO THE CORRECT END OF HOOD TO NON-COMPLIANCE VILL NULLIFY THE EI'L LISTING, ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING. VOID THE MANUFACTURER'S WARRANTY,AND HOLD THE I^� 59 1/2' 19 1/2' ® W w NON-COMPLIANCE WILL NULLIFY THE ETL LISTING, CONTRACTOR LIABLE FOR ANY AND ALL LOSSES,COSTS, 2 VOID THE MANUFACTURER'S WARRANTY.AND HOLD THE AND EXPENSES RELATED TO THE NON-CONFORMANCE OF 3 2 CONTRACTOR LIABLE FOR ANY AND ALL LOSSES,COSTS, THE MANUFACTURER'S SPECIFIED INSTRUCTION,THE 24 1/2' AND EXPENSES RELATED TO THE NON-CONFORMANCE OF 20'---- 40' -�— 40' --I WALL ACTING AS AN EN➢PANEL MUST EXTEN➢NO LESS ® d a THE MANUFACTURER'S SPECIFIED INSTRUCTION.THE THAN 20'FROM THE INTERSECTING WALL ON WHICH HOOD 4' O'Nom./4'0.00'OD a WALL ACTING AS AN END PANEL MUST EXTEND NO LESS IS MOUNTED AND MUST EXTEND NO LESS THAN 20'UNDER THAN 20'FROM THE INTERSECTING WALL ON WHICH HOOD 9'I1'Nom./9'11.00'OD BOTTOM OF HOOD TO HE ELIGIBLE FOR REDUCED IS MOUNTED AND MUST EXTEND NO LESS THAN 20'UNDER MINIMUM EXHAUST CFM LISTING. 4-1.00'Gverall Length BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED MINIMUM EXHAUST CFM LISTING. 10'-0.00'Ov ALL Length B PLAN VIEW — Hood #2 432) PLAN VIEW — Hood #1 44) 4' 0.00" LONG 5424ND-2—PSP—F 9' 11.00" LONG 6024ND-2—PSP—F m a m U L55 SERIES E26 CANOPY LIGHT FIXTURE- HIGH TEMP ASSEMBLY,INCLUDES CLEAR THERMAL L55 SERIES E26 CANOPY LIGHT FIXTURE- r AND SHOCK RESISTANT GLOBE(L55 FIXTURE) HIGH TEMP ASSEMBLY,INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE(L55 FIXTURE) FIELD WRAPPER 17.00'HIGH FIELD WRAPPER 17.00'HIGH (SEE HOOD OPTIONS TABLE) (SEE HOOD OPTIONS TABLE) 60' S4' EXHAUST RISER ATTACHING PLATES EXHAUST RISER ATTACHING PLATES HANGING ANGLE SUPPLY RISER WITH SUPPLY RISER WITH VOLUME DAMPER HANGING ANGLE VOLUME DAMPER E HOOD T LE 2 3/4 STE OPEN STAINLESS HOOD T LE 2 3/4' 235STEEL PERFORATED PANEL STEEL PERFORATED PANEL %OPEN STAINLESS ox 20'CAPTRATE SOLO 6' 20'CAPTRATE SOLO 6' d FILTER WITH HOOK _ I F[L TER WITH HOOK 3' INTERNAL STANDOFF NAL STANDOFF 24•16- 16' Q NOM. 3'INTER 24'NOM. QJ 18, 18' U) L Q IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO IT IS THE RESPONSIBILITY ENSURE THAT THE HOOD CLEARANCE OF THE ARCHITECT/OWNER TO f/J FROM LIMITED-COMBUSTIBLE ENSURE THAT THE HOOD CLEARANCE Ln Q AND COMBUSTIBLE MATERIALS FROM LIMITED-COMBUSTIBLE - IS IN COMPLIANCE WITH AND COMBUSTIBLE MATERIALS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. IS d LOCAL CODE REQUIREMENTS. 23' U nn1� U 48.0'MAX W GREASE DRAIN 48.0-MAX z WITH REMOVABLE CUP GREASE DRAIN _ Q Q WITH REMOVABLE CUP 23• BACKSPLASH 80.00-HIGH RIGHT QUARTER END PANEL X 120.00'LONG BACKSPLASH 80.00'HIGH N X 49.00'LONG 80' 80' BD' DATE: 8/6/2019 LEFT WALL AS ENO PANEL LEFT WALL AS END PANEL DWG 385971313 4• EQUIPMENT EQUIPMENT DRAWN SAC BY OTHERS BY OTHERS Sr. SCALE: zD• 3/4" = 1'-0" L41/2• CUSTOMER APPROVAL TO MANUFACTURE: MASTER DRAWING GAS CHASE CUTOUT Approved as Noted ❑ (FOR GAS AND POWER LINES) 36' Approved with NO Exception Taken ❑ RIGHT WIDE VERTICAL END PANEL 42• Revise and Resubmit ❑ • WITH ADJUSTABLE LEGS SECTION VIEW — MODEL 6024ND-2—PSP—F SIGNATURE SECTION VIEW — MODEL 5424ND-2—PSP—F HOOD — #1 (#4) Your TIVe Date HOOD — 2 32 SHEET NO. 2 i J SCHEDULE OF FOODSERVICE EQUIPMENToaoz�; a px z ELECTRICAL WATER WASTE GAS EXHAUST MAKE-UP MANUFACTURER MODEL REMARKS u� �3Z~.ITEM T. DESCRIPTION Zp w� pUW Zkp2N N W w w ZZ 4 a JN3o o T=j1pjJ Z W p W 1 1 COMBO BOX WALK-IN EXISTING - - - - - - - 3 2 4 HAND SINK - - - - - - - 1 2 1 2 18 1-I ADVANCE TABOO 7-PS-40 G.C.SHALL PROVIDE WALL BLOCKING-SOAP&TOWEL DISPENSERS BY OWNER 0 J 3 3 1 REACH-IN FREEZER 6.3 - 1 3 115 1 SR 5-15 84 - - - - - - - - - - - - - - - - - CONTINENTAL IF DOOR HINGE ON LEFT U Z a W z a' 4 1 EXHAUST HOOD 15.0 - - 120 1 JB OTC DFA - - - - - - - - - - - 2231 14 0 1.OD 1785 3 12%20 .191 CAPTIVE HIRE - WITH WALL PANELS-POWER LISTED FOR LIGHTS ONLY-FANS CONTROLS BY OTHERS-REFER TO SHOP OKAYING FOR ALL DETAILS o a z 3 p 4A i FIRE SUPPRESSION SYSTEM 15.0 - - 120 1 JB BTC DFA - - - - - - - - - - - - - - - - - ANSUL R102 E.C.SHALL INTERWIRE WITH BUILDING ALARM SYSTEM rn w m a SA 1 OILFILTRATION SYSTEM 7.0 - 1 3 115 1 SR 5-15 12' 1 160 NAT 8 - - _ _ _ PITCO SSH55-2F0 WITH CASTERS o=U N o 513 1 FOOD WARMER 6.3 .75 Z 115 SR 5-15 12 - PITCO PFW-i 5C 1 GAS DISCONNECT HOSE KROWNE M10048K NOT SHOWN ON PLANS _ 6 _L 60"COMBINATION RANGE 2 5.9 - - 2 115 1 5-15 12' - - - - - - - 3 4' 310 NAT B" - - - - - - SOUTHBEND 4601AA-2TR WITH CASTERS 6A 1 GAS DISCONNECT HOSE - - - - - - - - - - - - - - - - - - - - - - - - KROWNE M07548K NOT SHOWN ON PLANS 7 1 SALAMANDER 40 NAT SOUTHBEND P36-RID INTERPIPED WITH RANGE 8 1 PREP TABLE w SINKS - - - - - - - 1 2'1 2' 18' - - N-1 FS - - - - - - - - - - ADVANCE TA13CO OL-30-12 - BA 1 WALL MOUNTED POT RACK - - - - - - - - - - - - - - - - - - - - - - - - AUVANCE TABCO SW-60 G.C.SHALL PROVIDE WALL BLOCKING 9 1 WORKTOP REFRIGERATOR 7.3 - 1 5 115 1 SR 5-15 12 - - - - - - - - - - - - - - - - - CONTINENTAL SW48-BS-FB-D WITH DOUBLE OVERSHELF 10 1 SAND'MCH TOP REFRIGERATOR 6.6 - 1 4 11I 1 SR 5-15 12 - - - - - - - - - - - - - - - - - CONTINENTAL SW60-24M-FB-D WITH DOUBLE OVERSHELF 11 2 S S WALL SHELF - - - - - - - - - - - - - - - - - - - - - - - - ADVANCE TABCO WS-15-108 G.C.SHALL PROVIDE WALL BLOCKING C 12 6 TRASH RECEPTACLE - - - - - - - - - - - - - - - - - - - - - - - - BY OWNER BY OWNER - Q 13 1 S S TABLE - - - - - - - - - AUVANCE TABOO SS-244 WITH SQUARE EDGES 14 1 SHELVING UNIT - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTING - 15 1 3 COMPARTMENT SINK&FAUCET EXISTING - - - - - 1 2'1 2 18 3 - - - - - - - - - - - - - EXISTING EXISTING G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTILITIES&PIPE DRAINS PER LOCAL STATE CODE n 16 1 1 IBEVERAGE TABLE - - - - - - - 1 2'i 2' 18" - - 1-1 2' FS I - - - JADVANCE TABOO BEV-30-60L 17 _L ICE BIN - - - - - - - I - - - - - 1 Y FS - - - - - - - - - - KROWNE KRIB-36-10 WITH SPEED RAIL z 18 1 HANG SINK - - - - - - - 1 2"1 2'18 1-1 6 - - - - - - - - - - - - KROWNE 1B-12DS7 WITH WATER LINE KIT N to 19 1 DIRECT DRAW KEG COOLER 6.3 120 1 SR 5-15 12 - - - - - 2 FS - - - - - - - - - - PERLICK DOS108 WITH CASTERS QI 20 _L POS PRINTER 10.0 - - 120 1 DR 5-15 66 - - - - - - - - - - - - - - - - - BY OWNER BY OWNER G.C.SHALL VERIFY-&PROVIDE ALL REWIRED UTILITIES&PROVIDE CONDUIT FOR DATACOM UNE ray 21 22 I ICE BIN - - - - - - - - - - - - 1 FS - - - - - - - - - - KROWNE KR18-36-10 WITH SPEED RAIL -n 23 2 BACKBAR COOLER 6.3 - 1 3 120 1 SR 5-15 12 - - - - - - - - - - - - - - - - - PERUCK BBS84R WITH CASTERS n 24 1 UGHTED LIQUOR STEP 1.2 - - 120-240 1 SR 5-15 48" - - - - - - - - - - - - - - - - - PERLICK LMD3-48R - 25 1 ICE MAKER. IN&FILTER 11.8 - - 208-230 1 JB BTC 48 3 8 - 72 - - 2 4 FS - - - - - - - - - - ICE-O-MATIC CIM0836HA w -55PS WITH FILTER 26 1 UTIUTY SINK - - - - - - - 1 2'1 2'18 - - 1-1/2' FS - - - - - - - - - - KROWNE KRIS-ICD 27 1 DRAINBOARD CABINET - - I 1 Y FS - - - - - - - - - - KROV44E KR18-S18 WITH MIDSHELF 28 1 SHELVING UNIT - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTNG 29 _L MOP SINK EXISTING - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTING EXISTING LOCATION-NO WORK d 30 - SPARE NUMBER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E 6 31 1 6 BURNER RANGE EXISTING - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTING G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTILITIES U.; 32 1 EXHAUST HOOD 15.0 - 120 1 JB BTC DFA - 860 10'D 688 12 X24 0.209 CAPTIVE AIRE WITH WALL PANELS-POWER US7E0 FOR LIGHTS ONLY-FANS CONTROLS BY OTHERS �'�'r V 32A 1 FIRE SUPPRESSION SYSTEM 15.0 - - 120 1 JB BTC DFA - - - - - - - - - - - - - - - - - ANSUL R102 E.C.SHALL INTERWIRE WITH BUILDING ALARM SYSTEM F T 33 1 S S PREP TABLE w SINKS - 1 2'1 2"18! 0-vY FS ADVANCE TABCO KSS-307 w A-11J-2 SINKS WITH(2)TWIST LEVER DRAINS&BRACKETS,CUTTING BOARD SINK COVERS AND DRAWER ASSEMBLY F.il r 34 1 FOOD PROCESSOR EXISTING EXISTING EXISTING G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTILITIES 35 1 SUCER EXISTING EXISTING EXISTING G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTUTIES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 36 1 1 MOBILE TABLE ADVANCE TABCO SS-242 WITH SQUARE EDGES AND HEAVY DUTY LOCKING CASTERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E44 1 ICE MAKER w IN&FILTER 17.8 - 115 1 JB BTC 48 3 8' - 72 - 2 4 FS ICE-O-MATIC CIM0520HA w 42P5 WITH FILTER 1 REACH-IN FREEZER EXISTING EXISTING EXISTING G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTIUTIES 1 POS COUNTER - - - - - - - - - - - - - - - - - - - - - - - - BY GC ILLWORK BY GC ILLWORK SANDWICH TOP REFRIGERATOR 7.6 - i 4 115 1 SR 5-15 DFA - - - - - - - - - - - - - - - - - CONTINENTAL SW72-27M-D WITH FLAT COVER&REAR CUTTING BOARD1 3 COMPARTMENT SINK - - - - - - - 1 2'1 2 18' 3 - - - - - - - - - - - - - ADVANCE TABCO 9-3-54-18RL WITH 3 TWIST LEVER DRAINS&BRACKETS-P.C.SHALL PIPE DRAINS PER LOCAL STATE CODE 1 WALL SHELF w OT RACK - - - - - - - - - - - - - - - - - - - - - - - - ADVANCE TABCO PS-15-84 G.C.SHALL PROVIDE WALL BLOCKING " p �1 HEATED GRAB-N-GO CASE 11.3 2.4 - 208 1 SR 6-20 12' - - - - - - - - - - - - - - - - - FRI-JADO MD24-3-PT1 REFRIGERATED GRAB-N-GO CASE 16.0 - - 110-120 1 SR 5-20 12 - - - - - - - - - - - - - - - - - STRUCTURAL CONCEPTS CO63R-UC 4 POS SYSTEM 15.0 - - 120 1 DR 5-15 - - -1 COFFEE BREWER 30.0 - - 120-208 1 JB BTC 48 1 2 - 72 - - - - - - - - - - - - - - BY VENDOR BY VENDOR INCLUDE WATER FILTER-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES m 47 1 ESPRESSO MACHINE EXISTING 1 2 72 3 4 FS EXISTING-BY VENDOR-NESPRESSO EXISTING G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES&PROVIDE CONDUIT FOR DATACOM LINE i 48 1 MOBILE ICE BIN - - - - - - - - - - - - - - - - - - - - - - - - CAMBRO ICS100L710 - ■O00O■ 49 2 BLENDER 15.0 - 3 120 1 SR 5-15 48 VITAMIX 036019 50 1 SANDWICH 70P REFRIGERATOR 7.3 /5 115 1 SR 5-15 12 CONTINENTAL SW48N8 51 1 DROP-IN UTILITY SINK - - - - - - - 1 2 1 2 18 - - I-1 FS - - - - - - - - - - ADVANCE TABOO DI-1-10SP - $ 52 1 SHELVING UNIT - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTING 53 1 MOBILE S S TABLE w OVERSHELF - - - - - - - - - - - - - - - - - - - - - - - - BY OWNER BY OWNERa'- 54 1 S S DWBLE OVERSHELF - - - - - - - - - - - - - - - - - - - - - - - - ADVANCE TABCO TO FIT OVER ITEM 55 1 MICROWAVE 110 - 120 1 SR 5-15 66 - ACP RCSIODSE 56 1 MICROWAVE SHELF - ADVANCE TOCO MS-2424 57 2 S S WALL SHELF ADVANCE TABCO WS-15-60 G.C.SHALL PROVIDE WALL BLOCKING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 58 1 COFFEE BREWER 30.0 - 120-208 1 JB BTC 48 12 - 72 BY VENDOR BY VENDOR INCLUDE WATER FILTER-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES 59 1 ICED TEA BREWER 20.0 - 120 1 2E BTC 48 1 2 - 72 BY VENDOR BY VENDOR INCLUDE WATER FILTER-G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES 60 1 REACH-IN REFRIGERATOR 15.0 120 1 SIR 5-15 12 BY VENDOR BY VENDOR G.C.SHALL VERIFY&PROVIDE ALL REQUIRED UTILITIES 1 61 1 WALK-IN COOLER EXISTING EXISTING EXISTING 62 - FRONT MILLWORK COUNTER - - - - - - - - - - - - - - - - - - - - - - - - BY GC MILLWORK BY GC ILLWORK COUNTER TO INCLUDE DRY MERCHANDISING SECTION 63 - REAR MILLWORK COUNTER BY GC MILLWORK BY GC ILLWORK 64 - BAG-N-BOX SODA SYSTEM ISO - - 120 1 DR 5-15 12 1 2 - 18 - - - - - - - - - - - - - - BY VENDOR BY VENDOR G.C.SHALL VERIFY&PROVIDE ALL REWIRED UTILITIES 65 - CO2 GAS TANK - - - - - - - - - - - - - - - - - - - - - - - - BY VENDOR BY VENDOR - C) 66 1 MICROWAVE SHELF ADVANCE TABCO MS-24-2 MODIFIED 11J 67 2 TOASTER 14.9 1.8 - 120 1 SR 5-15 - - - - - - - - - - - - - - - - - HA7CO TO-400 68 1 S 5 TABLE - - - - - - - - - - - - - - - - - - - - - - - - ADVANCE TABCO SS-302 WITH SQUARE EDGES d 69 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 70 1 WALK-IN COMBO BOX 10.0 - - 115 1 w BTC IBALLY - VERIFY LOCATION 70A 1 EVAPORATOR COIL 2.3 - - fl5 1 JB BTC - - - - - - 3 4 - - - - - - - - - - - BALLY BLP209MA-SIB-TSV VERIFY LOCATION-NOT SHOWN ON PLANS-E.C.SHALL WRAP DRAIN UNE IN HEAT TAPE 70B 1 CONDENSER 9.2 208-230 1 JB BTC - - BILLY BQZA 007 H8 H52AD VERIFY LOCATION-NOT SHOWN ON PLANS 71 - SHELVING METRO CHANNEL METRO:11 10488R, 8 741, 8 1848NK3, 4 74PK3& 4 63PK3-CHANNEL KAR411 _ 72 I ICE MAKER BIN&FILTER 17.8 115 1 JB BTC 48 3 8 - 72 3 4 FS ICE-O-MATIC CIM0520HA w B55PS&IFg1 TO BE LOCATED ON 2ND FLOOR TO REPLACE EXISTING-NOT SHOWN ON PLANS A B B R E V I A T 1 0 N S K E Y N 0 T E S Z ELECTRICAL PLUMBING OEHERAL APPLICATION W � WW V VOLTAGE HW HOT WATER AFF ABOVE FINISHED FLOOR '-V 11 Z c PH PHASE CW COLD WATER BFF BELOW FINISHED FLOOR MECHANICAL AND ELECTRICAL CONTRACTOR MUST CHECK OWNER'S PRESENT EQUIPMENT BEING RE-USED, Q, AMP AMPERAGE OW DIRECT WASTE BTC BRANCH TO CONNECTION EQUIPMENT SUBSIMED FOR SPECIFIED TYPE OR MANUFACTURER OR THAT EQUIPMENT MARKED(BY VENDOR) KW KILOWATT IW INDIRECT WASTE DFA DROP FROM ABOVE WHICH IS BEING SUPPLIED BY OTHERS SO THAT THE SERVICE REQUIREMENTS ARE CORRECTLY TYPED, ry. HP HORSEPOWER G GAS CENTERLINE ADEQUATELY SIZED,&ROUGHED IN PROPERLY(LOCATION,HEIGHT&CONNECTION TYPE)SO AS TO = V SR SIMPLEX RECEPTACLE BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT MINIMIZE THE AMOUNT OF MATERIALS&FITTINGS NEEDED FOR FINAL HOOK-UP RESULTING IN A NEAT AND A/ DR DUPLEX RECEPTACLE S STEAM INLET ORDERLY LOOKING JOB. �,•G'( f- ui JB JUNCTION BOX SR STEAM RETURN PROJECT PERSONNEL W uj ALL LABORSM o COMPLY DISCONNECTS&FITTINGS REQUIRED FOR FINAL CONNECTION OF EQUIPMENT IC V CP CORD&PLUG FS FLOOR SINK ARCH ARCHITECT W DC DIRECT CONNECTION FD FLOOR DRAIN ID INTERIOR DESIGNER NECESSARY TO COMPLY WffD ALL CODES,INCLUDING All INIERWIRING T)BE FURNISHED SI'ELECTRICAL Fa' MECHANICAL FFD FUNNEL FLOOR DRAIN MEP MECHANICAL ENGINEERING FIRM CONTRACTOR UNLESS STATED OTHERWISE. > Lij CFM ICUIBIC FEET PER MINUTE WF WATER FILTER IM FSC FOODSERVICE CONSULTANT ALL LABOR,VALVES, PS.TAILPIECES,STRAINERS.PRESSURE REDUCING VALVES,&FITTINGS REQUIRED Fn SP STATIC PRSSURE KEC KITCHEN EQUIPMENT CONTRACTOR FOR FINAL CONNECTION OF EQUIPMENT AS NECESSARY M COMPLY WITH ALL WOES,INCLUDING ALL WO- --) FSS FIRE SUPPRESSION SYSTEM MW MILLWORK CONTRACTOR CONNECTIONS 70 BE FURNISHED BY MECHANICAL CONTRACTOR UNLESS OTHERWISE STALED. W Q IECNANICAL CONTRACTOR TO PROVIDE REMOVABLE 12'SECTION OF PPE IN MA GAS SUPPLY LINE IN AN T R A D E S K E Y ACCESSIBLE AREA FOR INSTAUATIDN OF EITHER MECH.OR DEC.CONTROUEO GAS SHUTOFF-VALVE, V O = FURNISHED AS PART OF THE FIRE PROTECTION SYSTEM AND INSTALLED BY THE PLUMBING CONTRACTOR. ,yy c) GC EC PC HVAC KEC ALL TI MS LABELED OR MARKED'BY OTHERS,BY OC,OR BY OPERATOR'ARE NOT PART OF THE KEC SCOPE 11M, Q U GENERAL ELECTRICAL PLUMBING HEATING,VENTILATION KITCHEN OF WORK TO SUPPLY OF INSTALL ALL UTILITY INFORMATION FOR THESE FINS SHALL BE SHOWN ON All I N CONTRACTOR CONTRACTOR CONTRACTOR AIR-CONDITIONING EQUIPMENT ROUGH IN AND SUBMITTAL DRAWINGS PRODUCED BY THE KEC CONTRACTOR CONTRACTOR - FS-2 SCALE: 1/4" = 1' REVISIONS a � OESCRIPRON GATE: Q Q ND-2 VERTICAL ENDPANEL SACKSPLASH E ' /Width V \ m 7---WIDTH——I ,—WIDTH \\\\�����.\ WaLL Ile I I HOOD CAULK RIGHT LEFT (� ENDPANEL ENDPANEL ^� POSITIONING STUD m^ / \ o REAR FLANGE/ ENDPANEL ONSULATION HEI HT HEI HT ® C -AVAILABLE IN VARYING HEIGHTS Length AND LENGTHS -EASILY CLEANABLE ❑I PIECE BACKSPLASH(OVERLAP KINK DNITTED) `• 1/4' THRU HOLESA AVAILABLE AT HEIGHTS OF 4 FT.OR LESS AND \ 6.� C W AT LENGTHS OF 16 FT.OR LESS \\\ l \ ® W ZO oo• 4.00 \\\\ ®® m a NDPANEL \\ Z 19. O' 19. D• 9 Chase for VChase for HACKSPLASH KINKOVERLAPP ED BY Chase f o r utilities Utilities ADJACENT SECTION Utilities w 0 � wmrH-10s• tDTH-10 5' s ADJUSTABLE LEGS u Chase for Utilities a �1�y FACTORY C-CHANNEL WRAPPER FACILOCNANNF✓CTE➢ WALL SCREW OR POP-R[VET g g� QUARTER ENDPANEL-ND-2 POSITION BOTTOM TOP OF MOO➢ ( i� FASTONSInE vpLLRAPPER ,{ OF WRAPPER UNDER ALL [DE WRAPPER \v C-CHANNEL NOTCH SIDE OF HOOD WHERE SEAM REQUIRED EEETS VRAPPE INSIDE OF FRONT PANEL � ,fi�nn TOP SEAM ON HOOD AL W H000 INSIDE OF SIDE PANEL IAA CD Ln WRAPPER DETAIL REAR WALL ATTACHMENT TOP HOOD SEAM DETAIL SIDE WALL ATTACHMENT 1/4'THRU PLACES HOLES // r ` ^' TFLA GE OF D WELDi // STUD VELD lJ l�U H HOan i // TO FLANGE OF ^1 HOOD W E 3 PLACES INSTALLER TO CAULK BEAD PLACE FRONT PANEL FASTEN WRAPPER CD Q 2IBACK WALL OFDSIBE a PANEL SAND END T SCREW DR C-CHANNELY FLANGED APPE FORS 'T M >— POP-RIVET INTO PDSITION RIGIDITY ^' ATTACH FLANGE WALL TO WALL WITH ENDPANEL BOLTS OR SCREWS —WRAPPER END DATES 8/6/2019 DWG.#: dPl-R EE 3859713 BY OTH RS DRAWN SAC I WRAPPER FRONT SIDE WRAPPER PANEL CANOPY HOOD SCALE: CUSTOMER APPROVAL TO MANUFACTURE FIELD DRILLED 3/4" = 1'-0" THRU HOLES .31'THRU HOLES HOLES FOR 2' POP-RIVETS 3 PLACES 3 PLACES / FRONT PRESS FIT UNTIL HEM 1/I'HEN J Approvetl p5 Noted ❑ WPANELR HO PANEL FACES ARE FLUSH MASTER DRAWING WITH D➢AND POP RIVET Approved with NO EXCeptlOn Taken ❑ OR SCREW PANELS TO C-CHANNEL LEFT RIGHT ReViSe and Resubmit ❑ENDPANEL ENDPANEL FRONT CORNER ASSEMBLY COMPLETED WRAPPER ASSEMBLY SIGNATURE Y-1 Title Date SHEET NO. 3 1- L Y � / 3k - G i I. > a I STAMP: 4 i !0 .r• c LANE#1 r ' ' FQ o o .\c'e000 z 4 0 ,!; y` Jac �e. LL oFQS N LAN n E#n PARKING � �g �' =Z 2 / N C TICKET,,"' ICKET BOOTH. apae�pc� EXISTING V'�a Z s PARKING `�l p U / LANE#3 { �e FRER _-- PEDE$TRIq ' O EXISTING CONCRETE THROUGH TRAFFIC BLOCK BOLLARDS cn LL / -------- -- v O ` RAISED ;® ; / z CROSSWALK PED STRIAN �' ,i:. W 1--• 7 I I as � F UGH TRAFFIC ,'; W LU E I 4 `< O C ` F0008 ♦ ____ ________________ ____ --------------------------- AR B ENTRANCE i _____________ _J L J � ® a w nrNia ® ® a wAmrNia ® � N C z (rj W W z ROOF ' DECK *i ! J Q O ACCF S ' E R m ESTRgD t� 81»' Stl .: O 1 i 04 R N 1 O, p 01 a Lij 0 d $u I.L. - # . 9 , W FERCF�ER�ER -- �1 O ' NCLOSURE O _. , S,�c =t TITLE: •� -_-__- $' �Y�' ERCL EO9yR¢ O � � _ OT,tw R R k aa T4 t Generator __________ ____--------` ARCHITECTURAL ---- --- -- j - --- - ----- -------- ------ ------------ SITE PLAN \ AC Unit •\, � WALL MOUNTED " '\„`• G ❑ ❑ ELECTRICAL TENANT DELIVERY DRIVE Stockade Fence ` ` D Paved Area DATE ISSUED: !0 Plantings Plantin s _ _ _ 1.23.2019 —•�.._.. � Brick 9 _ _ � �.._..�• � _ �-- —.•_• a ._. REVISIONS: CHANNEL POINT ROAn DRAWN BY: TRS/SW r PROJECT N DRAWING NO.: L3, �1ARC1-IITECTU2AL SITE PLAN �o SCALE: I/8" = I'-0" 4 SP- � L (F 1• nP 39'-0" � 10'-6" �f 27'-4" nq 4'-8" 3"2z�3• 1 I � � I f 1 � 71.i08 7„ 11" LP-1 PLz Xl l"5c8-11' $ ---- ----..----------- ' 4-REQ'D —.. --4 . - '. .P, LP 2 12-18" j j I i 3" 2&=10 3" PLj"x6"x -11" I ' 2-REQ'0 o s i i j ����• 5 LP-3 1 ; PL'xs"Xo'-1 w 1 I I } 2-REO'D l 1 3 � 2 � 9" I � �Q���• I �4 ; u g — --- --T} --------�— �_--=------ - 2 m j m 0 6L2" 5'-0" o a. Lv-o cc _. ----�---- 1.1 m u 1•nm 1-0 iV 31-Z' L 18'-10" 2 -4" 9'-2" 28 REO'D UA 081-NUT W/WASH BASE ELEVATION DETAIL . gHOP-DRt4WNG REVlm Fi ANCHOR BOLT SETTING PLAN APP. REVIEW IS FOR GENERAL COMPLIANCE 10-25-07 BRADFORD STEEL CO,, INC. A"llCONTR ACT 00CUMENTs PLEASE VERIFY BOTTOM OF AB. nah-07 ,kaDYM I'n9,�wW'n,�• NO RESPONSIBILITY IS ASSUMED FOR EV• steer 46 BRALEY ROAD P-0 BOX 477 CORRECTNESS OF DIMENSIONS OR DETAILS (WOR)TH { BASE PLATE ELE EAST FREErOWN MA.02717 NO EXCEPTIONS TAKEN I i5D817Ca3{921 Tez(5D61Tfi33235 MAKE CORRECTIONS NOTED n o ' aNT MI:Y tEp.MiNAI. IMMOV�ME^N5 AJWND AND RESUBIALT SURFACE fI.INVN15.MA REJECTED-SEE REMARKS REP ECTRODES cusron+ER 9-EpLY W0� cH�ENG AL LE '&MAJOR ASSOCIATE-S,INC. E70 roc tSHAT'ES DA•�•�ll �!Y _ FITTINGS A992GRSO DRAWNSY ATE 10-25 FLKEDBY DATE II-i2-07 IrAI A 66 OR N1 SHEET TUBES - ASDD GRF3 � � n d 1 W_6" "' - 27'-4" V-8" ST10 j I I PLl"*7P7 5" BJ' ST4 10 --- — --- ----- -- -- ----- j ST5PLZ x4"x5 ' PLj"x48"x5" 7'-10Z. Q- ---- - -:----------------- I l I 21-11" J.-O.,3t s" sm �► -- o `Y j !ct M j 5'-7^ Z-2—t _ 1= , _ -- $ 7P7- 64 Wt6x91 (TCIB=2T417 t --ab 7-8" ST10 j . " qx coin 26'--10" 9 € BS S,Cmmro�'a +° l 11 A—Ain K K R m1�cf 17-0" l • 1 m m 5-2" I 6'-2" j 5'-0" I 1.1 A 31=2" 18-10" — 2214" 9.2" SHOPDRAWINGf�= W FRAMING PLAN REVIEW IS FOR GENERAL COMPLIM CE FAIL II-Z-07 I3RADFDRD STEEL CO., INC. AgTHGOWRACTDOCUMENTS NORTH TOP OF STEEL: SEE PLAN A� 11-I4-07 Frowmkal�mea,lng,ourawJ,lee& NO RESPONSIBILITY IS ASS:1IOED FOR " Ey srec 46 BRALEY ROAD P.0 BOX 477 CORREGTNESS OF D€MENISIONS OR DETAILS EAST FREETOWN MA.02717 NO EXCEPTIONS TAKENrsoe)7(M-5e2i fax(sae)Est azss MAKE CORRE'OTIONS)NMEDED LES IN MI&Y lfRMIN&lMPF,0VfA W5 HINT HIND AND RESJtiiYiiT SURFACE I lYMNIS,MA REJECTED-SEE RE€:ARKS REP CUSTOMER ARcrvENc CTRDDES xx �€�LY Wt7m ALLE &M. OR ASSOMATES,INC. ELSHAPES ° A9B2GR50 DRAWN BY GATE CHECKED BY DATE BATE By FITTINGS .E 11-2-07 .1C) II-12-07 6 B NUMBER SHEET NBES �r\—I A50D GR8 WOOD HOLES 16"OC ALT TOP FLG&WEB WOOD.HOLES 16„OC ALT TOP FLG&WEB GOUGE c� I ' FOR = ----•------------------•--- " �., � _ __'--y_-------------t"2111 ------�—__ 1 -FB ------ � -------- ------ "' _ —_---------- --- ----- TYP --__--- ---- —•----- ---- c1 GA ch _ I Ox3x&xB 3n ° -------------____-- ---- 1B"GA4-C!C --- c� ONE-B7 W12x26 x 13'-11�0/0 '23'-11" �" ------------ -------------- [{ -5 6" 14'4a" -`6" 12 36`-4 !6" r 3n 3x - 8 8 2-B3 W24x55 x 36'-62" . ONE-B2 W12x26 x 13'-118"0/0 13'-11H" _I . _, " 14'-1O° -3" 37-38" -68" WOOD HOLES 16"OC LT TOP FLG& Te A F WEB c� III "GA A525 W/N&W 3 0-2II 6" 26t_9a 6" 50-211' ONE-B4 W16x31 x 27'-3" +2?" 26'-10" +22" : r SH•�RAMNGsRE?efIEFIVr II-2-O7 BRAQFORD STEEL CO., INC. FAQ '&--k*meodngyowsteelneeds' REVIEW IS FOR GENERAL COMPLIANCE REV. steel 46 BRALEY ROAD P.0 BOX 477 IMTH CONTRACT DOCUMENTS NO RESPONSIBILITY IS ASSUMED FOR EAST FREETOWN MA 02717 CORRECTNESS OF DIMENSIONS OR DETAILS �I I �i I {soe�763r�9?1 re:(sos)7s3-32is 8-f�2 1.�X3X16 oLES NO EXCEPTIONS TAKEN aN. � F�C;�Y T�PJ+hIN& Ihr MOVEAM5 MAKE CORRECTIONS NOTED HYANNI5,MA AMEND AND RESUBMIT suRFACE REP CUSTOMER ARC ENG REJECTED-SEE REMARKS � ELECTRODES W E7010C ALLEN&MAJOR ASSOCIATES, NC. srEEl s ,O FpTINGS A992 6R50 RAWN 8Y DATE II-�_01 CHECKED er DATE 11-1Z-07 DATE � Y, BY A36 J08 NUMBER SHEET rr�� TUBES 13— A500 GRB V ST10 ST10 T4 ST5 ST5 3" Aco r600 is 7P7 _ 7P7� 7s 1 1 CP-1 SNIPE N' r ,T CP-1 �JN r= CP-1 '=,N N N 1 I N 7u 'riN .. rIN CJ'" rJN 17 coco C7 � n�lm op Mlm co" •=1N cq r o 4"Gq �' r N cnl a(c u31� T N N r t CII - r ST10 r, M It F*, cn .=dam r c' - r 7P7 _ ,-- c� co r c) NS _ _ ► M 00 ono V U ' x x ST10 ; 4"GA T *iN r ; 7P7 1t r,N r r z @J(aj Nco U) BS I CP x r ST10 NS xr Y Z LL I gs t 7P7 II PLs"x8Z"x1'-11 B„ o � ` f z I = , Y }"' e 0 ,o Lo z 1NL i ,L r r f x x EL:9'-11i z EL:9'-1 F EL:9'-1 4" 311 �i 3" U U "' 111 " c•) "i 1 � 3 ,2z 2z+3 v 3 t22 2z13 U BP-1 z z f 6 PL-"x71"x0'-11" O O BP-� w- z BP-1 176 _ z 4 PL4"x11"X0'-11" ry O PL4"x11"X0'-11 cm O T r NN VIC c� in 11 -� 1 s. APP. 11-2-07 SHOP E)RMOVTE�GE2E~ ir-- 1 BRADFORD STEEL CO., INC. RE_MEW IS FOR GENERAL COMPLIANCE: FAB. 11-11-07 ems, '&°n°mkmymecengyours�eetneede Y�i M CON',RACT DOCUMENTS REV. 46 BRALEY ROAD P.0 BOX 477 NORESPONSEE UTYIS ASSUAGED FOR 2-514 Pl.—"X�"X5'J EAST FREETOWN MA.02717 CORRECTNESS OF 0111PENSIONS OR DETAILS Z '1 i (508)7835921 rox T54B)763-am NO WCEPTtONS ZAVEN 2-5t5 PLZ"x "x5" U.N.o " E Ct EuT1r3Eis;�OTEC 8-StIO PI.Z'x50y�BN HINT ���'ipp.MINAL IMp�OVEN�NfS ( YANIS, MA A4ND APO R SUBMT SURFACE PL-�IIx10 x1 t REP iEL T EG-SEE REi ARKS j ELECTRODES CUSTOMER ARCH/ENG 4-6P-1 Pf. "xI l"xll" E70 V ALLE �.MAJOR'Iwcs`uG�c:EATCu;INC. 311 ))I I _ 71 J STEEL SHAPES 2- 1 PL— XI II— A992 GR50 RAWN BY GATE CHECKED BY DATE DATE! BY f B B INGS JG 11-2-07 IV 11-12-U7 A36 JOB NUMBER SHEET. TUBES I A500 GR8 3u 3n 16 16 7P2 7P2 cy _ [V 1n r t T I ~ 71 I 'Ica - T L_I- CP-55 P-55 T 1 +— N N N G1( �—� o� �(,a � r r .1 m __ i N -- - x >`Ioo x - =1a (D M (D Cr) 1r 1u ciao cr) I cO __ 1 ' a - N - k2� 2 1 c M 1 7P2 co 1 -- , FS ( FS co LL b AN I 1 F• •=rN F- ca r ( z I z 0 a z@� I x x 60 64 1 UU. z 1 I1 I , 1 I ' x I xd dK x , cr) 1 ( cl) co EL -1 i 1 MTV EL.9'-1 Z" `''17 4 GL..:9'-l1in BP-2 41T 0 I l r 00 BP-2 1y6 1n f 1u U n u r n n l n i 7n U 2° 22" U U PL4nx6"x0'-11" 1z 411 4" 1 1z uJ PL4 x6 xQ-114 4 �� z 1 z z r _ o o 7fi rIN o 0 co BP-3 _ r PL4nx5"Xo'-1 n CAN. r II-� sHoPo�ta ,No�EWL BRADFORD STEEL CO., INC. 'fsonom(eafya eatingyoursloe,neeerl5- REVEYI IS FOR CONTRACT GENERAL DOCUMECOMPLIANTS i1-14-07 46 BRALEY ROAD P.0 BOX 477 WITH CONTRACT DO,.UMENTS 1. slaa) NO RESPONSMILlTY IS ASSUMED FOR EAST FREETOWN MA.02717 CORRECTNES6 OF DIMENSIONS OR DETAILS 2-GP-55 PLal1x511x5" HOLES (50B)7633RY1 fax(508)7CW=S NO E)(CE". _0,4S KIN Lxl 311 II 11 JAO �" MAY THIN&INIPPOV� PNf5 _•1O MAYr CORREN AOTED Z-6P-2 PL—,1 x6 xll "N HYANNIS,MA KMND AND RESUWeiff � 2-7P2 PL3'lx4Hdt-grf SURFACE REJECTED-SEE REMARKS Y11 n I II PREPRO� CUSTOMER ARCWENG. 2-CI'-2 PLY, xd x72 E70 xx At I E:N&MAJOR AS TES."INC. 311 If II STEELSHAPFS i 2-aP-� PLq— x5 XIO '7TTINGS A992 GR50 RAWN BY JC DATE II-7-O7 CHECI(ED BY .;I7 DATE II-17-0, DATE i BY A36 JOB NUMBER SHEET TUBES C- A500 GRB - - -- -- - - ----- --- -- -- --- - -.__ v -- ------- ---- - - - - --- -- - -- ----- - - - - --- - _ 1 _ - - ---- ---- -- ----- ------ ---- - -------- ------------ --- ------------- 0 LOCATION MAP: ° Scale: 1" = 2000'f ti ° -q� ASSESSORS REF: °tn5�°b e o o* ° o e pfi ad Q.o` ' FEW, Map 326, Parcels 69, 70, & 71-1 \ ° �e Booth D Vic. M s c��° r s sue°• ° ZONES: LewisBa f �� �1,yh�' \ HD RLewis V �� 04 f _ _ - - ��6 Area (min.) 20,000 SF Area (min.) 43,560 SF 1.4 7' Fronts e (min) 20 Fronto e (min) 20 ° -- '' / \ Width min) N/A Width (min) 100' ,0 3° ter Setbacks: Setbacks: � c planter � °Q� � F�°° / c•' "� w-•- ✓ '`� 5tp0 °de o� G° nd Paved Area O 1 ,{I� f r Fenc \ °�� Front 20' Fron t 20' k 15,a \,F�w /' S _ -~ f �y. Side 10 Side 10 �.Q grlc Porking Space Qq Pam° . f f ' �1 0 \ o� , r r / "All g Rear 20 Rear 20 Q•° � o° tb ,, (typical) /A / � �54 --� a As Re Planter 10 Rep. [3 Both j , quked ,r �. _ _ / r ��� N$ OVERLAY DISTRICT. 'J ❑ _ �°`oo / ` lj / N 01. \ AP Aquifer Protection District �� -"`- _,,., . • ._-- ---- \ � . JlC cn J \ gyp. ,. VO Paved Area ,:. \J��y�� Wooden Pile 'A,) � Proposed Retaining Wall b ❑ ,,''' P° (typical)Repave Drive 3 As Required L , / t0 Proposed Granite Curb(82't) e Proposed '� Proposed Trench Drain 15 0 Cronrte Curb � \ H Required Proposed Str M ❑ � \ GoC°� \'`Q �� � Lawn � Plantings � L � \ / 25'9 OD� CB fnd FLOOD ZONE. Qq (ts - LF-2 or inlaid Pavers 9�0 1 �� _ o / _ - - f Zon e B & A (EL 10) Q- / � ✓ w Q �o x7. cea w ° ............ cF ,, - - / Community Panel No. fi° le�n coo hoc c� / 250001 0006 D �eD x7.BU e o Area Summary ,- \ Walkwa I I x9.58 9.58 Proposed Ramp 8 .50 Wk 30 Proposed Y 1 slope 1:12 Mox 7.00 over COr1C. Pad JlC � ti '�' o Relocated ro satedsswalk xZ58 Slope 1:20 Max x8158 I CB3 Roof \ i Proposedffil x \@�° O PJ`C`C Q�46ti 42,800tSF to MHW Line 0.98tA/ r al,w men July 2, 1992 C92 � Patio / ! °t xs.58 ° \ o J / k8 98 i--- deck Above ~ / p \ l I "H Line Cruises" a Tn \ Paved Area / BRB fn ~ � � , 2 Story N \ / - / 11 w , `� rt p5 F•^°e LEGEND: \ xZ I Wood Framed Structure \ WO S $ 0°c r / t $ °n I Proposed 2-Sty Termina/ Improvements e \ r roM E \ QS Sewer Manhole F.F. EL O 10.0 ® connect To -e '10d��.3 ® Water Manhole Existing 1000 Gal. a Generator0o M Grease Trap O A .., � � �• � � r ..,, . Q Misc Manhole. Proposed Proposed Generator +. c ._:-• ,-.- � J •'"" -- -P.°ved Area - _- - _-_ _ AC Unit - __ Catch Basin .Standpipe ed From Publk View) .. :.-- - ....�. �-. O ae ---•,. � ® '.. _ ------- - J (Screen ....p "".. W°II .••-., tockade Fen- -0 \ G Timber Ret --.11 ,.. 5 % ' xs.se G Plantin9e !�•.� �a''` Pfontings Brick OhW L ® Water date (round) °hw Paved Area \ Q�• O P K nail x9. G lPole 2.31' Cal N '�__ o S&Removed V• Proposed ed m star ••••••�•••.... `C xX.XX Proposed Grade proposed Du p X. W ` \ on Cona Slob x9.58 �? _ n W/Fence proposed ..................... ` �. ^- Paved Drive �• g w Gu I e ahw - Wide)\ G.................... Gutter - LERARONMwELu]]0 Continue Q w Lo�aut�3 M.N.FRAMEt WVFA ° •••{ �--Line 7o Existing L romnm+�z•oFP.atLFasR> Proposed I.andseped catch Basin ( n\ BRB fnd 700RADE(LF-I) dge aveme island w/Granite Curb (98f) ; 0 Tow -_-M- oitun ;;ii (�g6 0 / HD _ NOTE-ALL 20IAADMPONENTS TO BE CAPACITY L.•32$22 onin9' ='" t RB R M RTAA FOM S PRECAsrrvrR:RL4tflIOR 71.90' - - _ - \ , Z DistrlC R�31FR.TER FABWC MR) .4 "^.• AR REQUR[FD(IVE) rr N88'00'00"E BRB fnd CD/d fnd Zoning J 3 min-PEARIDNE LILJ 19 . �� ` I FOR E E DRAINAGE ELEVA AGELEVATION IONS T RFEDRAe.�ePLEvaT'�Ui. ARsF 11 Zoning District Line from the , (TMP) Town of Barnstable Zoning Map. Floodzones From FIRM Map C3 ® ® ® ® TM•TOI IWODUSLEwASHED o�h R�R�Eo$roNE,,,P-) Map Last Revised per Order No. Community-Panel No.250001 0006D 2005-100, Dated 711412005 Map Revised July 2, 1992 TYPICAL LF o Not to Scale o °9 caosswPo SIGN oxPosT ]9z (USE MUTCD STANDARDS) N - L ARONMODLLF2 FRAME (ME DR a EUVAixNC HART) - - _ LEeARONMODELLF2462 1:10y� 0•MBi. �1:10 9" (BEE DRAFRAMERMA�®tATE(IYP.) CURS CCUT ELEVA710N CHART) NOTCH 837 )"TAR OM BRB fnd 6• .a9 AL BLAB IUP P7IIIN OPENING 7OLEAQ@l A ( ) 2.1112 EL T 17i SUM e I Irz•Blru ous SURFACE counsE DRAINAGE ELEVATIONS (TTYP�.) e • ,%P�aoaa(IVP) I PRE -� re, i l2•BITUI�IOUS BINDER COURSE 9.00 INVERT RID �J Q ry MORTAR SHIM IL CB1 9.00 6.42 4'1D = ASREQI:Dem(Tre) r � CB2 7.00 5.83 DB-9 - Ir GRAVEL BASE COURSE - CB3 9.22 8.08 DB-9 - PRO�rP�rOSED CB4 6.95 6.15 DB-9 HxuDEa COMPACTED SUBORADE CROSSWALK LF -- 6.00 2-500 GAL.CHAMBERS IN 12'X21'FIELD /{� �Q] `�, LF-1 6.00• 2-500GAL CHAMBERSINI2'X21'FIELD 4T1-4'DEePH-z9CATT7iB08W CB-29 39 & 4 PAVEMENT DETAIL LF-2 --- 5.98 F1A)NMWMS0R1N1TX1TF1ELD ELIm �V+« Not to Scale *Piping from CB2 will require invert to be CB-1 Not to Scale .Not to Scale cut at El.5.60. Not to Scale NOTES: PREPARED FOR: PREPARED BY. TITLE 1.) The property line information shown was 4.) This plan is only valid with on original compiled from available record information. stamp and signature. Hyannis Harbor Tours, Inc. Sullivan Engineering, Inc. CapeSury Proposed Terminal Improunments y PO Box 659 7 Parker Road vo , �6 2.) The topographic information was obtained 5.) This plan is for permitting purposes only. 22 Channel Point RoadCruises Osterville, MA 02655 Osterville MA 02655At Hy L►ne from an on the ground survey performed on This plan should not be used for construction. q 29 or between 221SEPT103 and 25/SEPT/03. Hyannis MA 02601 (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax ` v PSuIIPEt�ool.cam capesurv®copecod.net Note: Lot D5 & portion of Lot D4 updated Bamstable, H annisor between141JUL106 and 311JUL 06. ( Y ) Mass. 3.) The datum used is NGI/D 29, a fixed mean 20 0 10 20 40 80 Draft: JOD Field: sea level datum. IReview: PS Comp.: DATE: SCALE: REVISIONS: Add Proposed Generator DATE: 02 07 07 September 21, 2006 1 =20 P Project: 97024 Drawing ,#