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0800 BEARSE'S WAY (52)
�s C�-� �� — __—_..____ — --=—-- -- � �r --- — — ----- -- is __ _—__ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mini DtJ Parcel 201 o ti !�— �'' � Permit# Health Division Date Issued I �Zoo Conservation Division Fee �p Tax Collector Treasurer X-PRESS PERMIT Planning Dept. JAN - 8 2001 Date Definitive Plan Approved by Planning Board TOWN OF BARNSTABLE Historic.-OKH Preservation/Hyannis Project Street Address co ars(,S Wu, Village_�u n I S Owner \GrvSSI` Address 8cc:2 S C's l�J Telephone Ste$ — S- 7M. M(X-,C, ,n ent= -1 rah ee- 0291 Permit Request V jn�->Q, S I�i►,S �n � 1d►n S +� I ,NZ.. �Ira ry � _ square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation ®®DZonin District 9 Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) z�Tbw,d � x3= 7z Age of Existing Structure Historic House: ❑Yes �&No On Old King's Highway: El Yes JA No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new J Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board�of Appeals Authorization ❑ Appeal# Recorded❑ Commercial E7Yes ❑No If yes,site plan review# Current Use _ Proposed Use BUILDER INFORMATION Name (lh V) J Telephone Number 6.►7—cj 2y _ ZI 1 C) Address. License# ot,o967 Home Improvement Contractor# —I Z3 (ed S �o 3�)+���/ Worker's Compensation# g-00 I Zvc--vt3? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO wfh � SIGNATUR DATE l/ e ro/ I . t a TOWN OF BARNSTABLE•BUILDING PERMIT APPLICATION cot, U roc Map �� 6 Parcel Permit# Health Division Date Issued 7 � Conservation Division Fee Tax Collect t / Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis (17 Cz L k•,�e ��/L /e rre 2. Project Street Address soo 5- o 1 2 _ Village Owner C G-O ssroc" Address 3 2 ✓n a n SA- k - Telephone S6 f` HLO -02,11 as�z)r V I I o 2 c.5 S Permit Request �n S -��� �-• n Si�i`.. m, hki t J C. ✓V Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost ��S0,°Oo Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 2 9 Age of Existing Structure 2.5 fs - Historic House: ❑Yes `jdNo On Old King's Highway: ❑Yes JVO Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other tJL Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ' ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached,garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes %No If yes, site plan review# Current Use Proposed Use ` n BUILDER INFORMATION Name` ern c c.k� 5/-o PyAt, cam, ,c. Telephone Number &1-7' 1 Zc1-21(1 o n )o S Address License# glee �, r N , n1►� 02-47Z Home Improvement Contractor# �Z3to1 �`P ��IY)ol J S c li of n cc kA,�- Worker's Compensation# Lo0 3.75 29 tJ) �i�-►�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r .- FOR OFFICIAL USE ONLY PERMIT NO. Ow - DATE ISSUED MAP/PARCEL NO. _. - ' ADDRESS VILLAGE OWNER DATE OF INSPECT: FOUNDATION - FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT _ ASSOCIATION PLAN NO. ' ♦ r ! r P' A r - 4 The Town of Barnstable ELAMUrn M 1MAM 659. Department of Health Safety and Environmental Services '°�FDAAA'�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner July 1, 1997 Gloria Rosenberg,Chairman of the Board Cape Crossroads Condominiums 800 Bearses Way(Building 1) Hyanis,MA 02601 Re: Cape Crossr oads Condominiums $OO Bearses Way,_Hyanniss Building 4 North,Units E&F Dear Ms Rosenberg: Please be advised that two independent means of egress are required from each level in an apartment structure. As long as the decks that were removed from Building 4 North,Units E and F remain this way, the two units are not lawful units and,as such,may not be occupied. This"EXIT ORDER"will remain in force until the decks are reconstructed or a detailed fire watch is retained to maintain a watch around the clock. Once the decks are reconstructed,the fire watch may end. If you have any questions,please do not hesitate to call. Sincerely, 0-x Ralph M.Crossen Building Commissioner RMC/km SENT VIA FACSIMILE I F x � L � y 1 fd e b � o � 1 _ y JK SCANL�AN Company, Inc. General Contractor •Design/Build-Construction Management -Restoration November 21,2002 W.Thomas Perry, Building Commissioner Town of Barnstable Regulating Services Building Division 367 Main Street Hyannis,MA 02601 Re. Building 04 Cape Crossroads Condominium 800 Beam's way,Hyannis,MA Dear M.Perry, We have been requested by the insurance company to obtain verification from the Building Department of Hyawis that the work we have done for the code compliance upgrade portion of Building #4 at Cape Crossroads in Hyannis is complete. This scope of work includes the following items; New underground water service for new fire protection system. •o• New fire alarm system and sprinkler system room housing all equipment, risers, valves and alarms. �• Removal and rerouting of existing plumbing lines out of existing electrical room- ,C. Cog, patching,painting of all surfaces a(1teted by the code upgrade work involved. By your signature below you are acknowledging that the code compliance work has been completed. 7hanlc you for your 000perarion. Sincerely, I K. Scanlan Company, Inc. — - a Si Construcgio Superintendent (p rint Name/&Title) Date:. cc: Richard Clark,3KS File 0214-Building Inspector Falmouth Technology Park•15 Research Road•East Falmouth,MA 02536-4440.508-540.6226 Main Fax 508-540-9222•Estimating Fax 508-540-0936•E-Mail-ikscanian®jkscanlan.com l 'd OW ON 'ONI '03 NV1NUS Y AV88:8 N06 1l 'AON A Prime Systems inc. A Full Service Company 925 Smithfield Road o North Providence,RI 02904 0 (401)353.4004 . Fax(401)353-0019 • E-mail:vze32nvr@verizon.net November 20, 2002 Hyannis Fire Department 95 High School Road Extension Hyannis, MA 02601 (508) 775-1301 On behalf of Bayside]Electrical Contractors this letter will certify that the fire alarm system located at Crossroads Condominium Building#4 has been installed and tested in accordance with all applicable NFPA standards. The type, quantity, and location of connected devices are per the fire alarm contract drawings. The test was performed on October 16, 2002, and all connected devices were operational. at that time. A final acceptance test was performed on November 20, 2002, for the remaining units to be occupied. Please reference the attached form: Certificate/Record of Completion in the standard NFPA format. We have also enclosed a copy of the graphic map that is now installed adjacent to the fire alarm control panel. Sincerely, David S. Santos Owner/President Prime Systems, Inc. Cc: Bayside Electrical Contractors, Inc. Fire Alarm, Security, &Telecommunications Systems. Serving Rhode Island and Scutheastern Massachusetts. 24 Hour Service o Testing&Maintenance o Engineering o Sales&Installation i Bayside Electrical Contractors, Inc. Serving All Your Electrical Needs October 24, 2002 Hyannis Fire Department 95 High School Road Extension Hyannis, MA 02601 (508) 775-1301 This letter will certify that the fire alarm system located at Crossroads Condominium Building#4 has been installed and tested in accordance with all applicable NFPA standards. The type, quantity, and location of connected devices are per the fire alarm contract drawings. The test was performed on this date October 16, 2002, and all connected devices were operational at that time. l Please reference the attached form: Certificate/Record of Completion in the standard NFPA format. Sincerely, Arthur P. Doherty Jr. Owner/President Bayside Electrical Contractors, Inc. Tel. 771-7270 • Fax 771-6617 380 Yarmouth Road • Hyannis, MA 02601 FIRE ALARM SYSTEM RECORD OF COMPLETION Name of protected property:r1"�ec,:+n�a�K xUDa01A.'iVM Address: fle70 i3t� fp —!U'7W Representative of protected property(name/phone): Authority having jurisdiction: d#JZWA"& AZ 'Q D rZd -r -- Address/telephone number: 1. Type(s)of System or Service NFPA 72,Chapter 3—Local If alarm is transmitted to location(s)off premises,list where received: NFPA 72,Chapter 3—Emergency Voice/Alarm Service Quantity of voice/alarm channels: Single: _ Multiple: Quantity of speakers installed: Quantity of speaker zones: Quantity of telephones or telephone jacks included in system: NFPA 72,Chapter 6—Auxillary Indicate type of connection: Local energy Shunt. Parallel telephone Location of telephone number for receipt of signals: NFPA 72,Chapter 5—Remote Station Alarm. Supervisory: NFPA 72,Chapter 5--Proprietary If alarms are retransmitted to public fire service communications centers or others,indicate location and telephone numbers of the organization receiving alarm: _ Indicate how alarm is retransmitted: NFPA 72,Chapter 5 —Central Station Prime contractor: Central station location: Means of transmission of signals from the protected premises to the central station: McCulloh Multiplex One-way radio Digital alarm communicator Two-way radio Others Means of transmission of alarms to the public fire service communications center. (b) System location: - ZV 4,6,Ef- (NFPA Record of Completion 1 of 4)" Organization name/phone Representative name/phone Installer st- 6, !In-'°';c Y 46&A-'i7Zd",-- —WI-771-7070 Supplier ittl �+'1.5_L�°C lr/�d S✓iwr�W Sf�/-33'3 -Yc�'� Service organizations 5✓�/�+�5 /NG° ,, rttd ST _ ' i �1WS� Location of record(as-built)drawings: Location of owners manuals: Location of test reports: A contract,dated ,for test and inspection in accordance with NFPA standard(s) No(s). ,dated is in effect. 2. Record of System Installation (Fill out after installation is complete and wiring checked for opens,shorts,ground faults,and improper branching,but prior to conducting operational acceptance tests,) This system has been installed in accordance with the NFPA standards as shown below,was inspected by on includes the devices shown below,and has been in service since _NFPA 72,Chapters 1 2 3 4 5 6 7 (circle all that apply) i _NFPA 70,National Electrical Code,Article 760 Manufact rer's i structions _Othe s f Signed Date: L Organization: C. 3. Record of System Operation All operational features and functions of this system were tested by ACJ&Y,6S" ' rrl5 on r Z It and found to be operating properly in accordance with the requirements of: -ZNFPA 72,Chapters 1 2 3 4 5 6 7 (circle all-that apply) •�`� ; NFPA 70,National Electrical Code,Article 760 ✓Manufacturer's instructions lN�iN�.vC i�NJ%3 vet.' Other(sp fy): !/ 1G'�©z• Signed: Date: Organization: !. Me- 4. Alarm-Initiating Devices and Circults Quantity and class of initiating device circuits(see NFPA 72, Table 3.6) Quantity:ZL- Style; Class:, MANUAL (a) 1 Manual stations Noncoded,activating Transmitters Coded (b) Combination manual fire alarm and guard's tour coded stations AUTOMATIC Coverage: Complete: Partial: (a) 3 Smoke detectors Ion _ Photo (b) Duct detectors Ion Photo (c) Heat detectors FT RR FT/RR RC (NFFA Record of Completion of 4) (d) Sprinkler waterflow switches: ✓ Transmitters Noncoded,activating Coded (e) 2_ Other(list): 4&21=•&&1449 1WV 15/ )�� ilivls . 9cyi)~?&dt i 5. Supervisory Signal-Initiating Devices and Circuits(use blanks to indicate quantity of devices) GUARD'S TOUR (a) Coded stations (b) Noncoded stations,activating transmitters (c) Compulsory guard tour system comprised of transmitter stations and intermediate stations Note: Combination devices are recorded under 4(b)and 5(a). SPRINKLER SYSTEM (a) Coded valve supervisory signaling attachments Value supervisory switches,activating ____ transmitters (b) __ Building temperature points (c) Site water temperature points (d) Site water supply level points Electric fire pump: (e) Fire pump power (f) Fire pump running (g) Phase reversal Engine-driven fire pump: (h) Selector in auto position W Engine or control panel trouble () Fire pump running Engine-driven.generator: (k) Selector in auto position (1) Control panel trouble (m) Transfer switches (n) Engine running Other supervisory function(s)(specify): 6. Alarm Notification Appliances and Circuits Quantity and class(see NFPA 72,?hble 3.7) of notification appliance circuits connected to the system: Types and quantities of notification appliances installed: Quantity: Style: Class: . (a) Bells Inch (b) Speakers (c) Horns (d) Chimes (e) Other: (NFPA Record of Comptauon 3 of 4) (f) Visual signals Type: 5 2 40,6-- with audible _3, who audible (g) Local annunciator 7. Signaling Line Circuits Quantity and class(see NFPA 72, Table 3.6)of signaling line circuits connected to system: Quantity:— Style: Class: 8. System Power Supplies (a)Primary(main): Nominal voltage: Current rating: ZZ) Overcurrent protection: Type: W6466d_ Current rating: Location: _,"Z�6c_77Z (b)Secondary(standby): Storage battery: Amp-hour rating: Calculated capacity to drive system,'in hours: %024 60 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: W Emergency or standby system used as backup to primary power supply,instead of using a secondary power supply: Emergency system described in NFPA 70,Article 700 Legally required standby system described in NFPA 70,Article 701 Optional standby system described in NFPA 70,Article 702,which also meets the performance requirements of Article 700 or 701 9. System Software (a)Operating system software revision level(s): N Application software revision level(s): (c)Revision completed by: (name) (firm) 10. Comments: (signed)for central station or alarm service company or installation contractor/supplier (title) (date) Frequency of routine tests and inspections,if other than in accordance with the referenced NFPA standard(B); System deviations from the referenced NFPA standard(s) are: i y Aie, /46/46,/7—J. f Z_Z (signed)for central station or alarm service company or installation contractor/supplier (title) (date) Upon completion of the system(s)satisfactory test(s)witnessed(if required by the authority having jurisdiction): (signed)representative of the authority having jurisdiction (title) (date) (NFPA Record of Completion 4 of 4) I 11/23/02 11:16 FAa 18092302376 YANRn SPYtINSM Z02 Yankee S rinWer Co., Inc. A6 Npot bw 9W*la wk MA 02373 ph"(509)236-107t t'u:(009)ZW2379 am&ysnkupcoeadcam Post-Construction Affidavit Project umber: Y 2729 Date: 11/23/02 Project de: Cope Crossroads Condominfww I Project cation: 800 Bearse's Way, Hyannis, MA Nan= Buildkag: BWWing#4. Nature f the Project: Building Reptatr and mechanical systems upgrade. accordance with section 116.0 of the Massachusetts State Building Code, I, Stephen Nelson Registration N=ber 41842 being a registered profess` nal engineer hereby certify that I have prepared or directly supervi the preparation.of all the design pleas and computations concern ng the Fire Protection System foT the above named project. T the best of my knowledge, such plas and computations, have n2et the pro sions of the Massachusetts State Building Code, all acceptable engine ' g prat ices, and a0 applicable laws and ordinances for the propose use and occupancy. , I er eerdfy that I was present at the construction site and was in constau communication with the sprinkler fortman to become generally fawt liar with the progress and quality of the work being performs& It appears that the work proceeded in accordance with the construction docume As. Seal Sin= , OF KILSON s�su F"CrION 4She NeYson, POE. Na 41842 Yankee 5prit►lder Co.,Inc. Senior ginees YANXII l91UNKLER e0.,We- 7 rri, 'n Al ! !IAl1)hI! IhIW IIAinn ,IWIKIWI)Cl tJr IAIWWO7 '1 ?AA7 'r.7 'AnAI JK .. SCANLAN Cor�'lpany, Inc. General Contractor •Design/Build•Ccnstruction Management •Restoration February 26, 2002 Nk Thomas Perry Building Inspector Town of Barnstable Regulating Services Building Division 367 Main Street Hyannis, MA 02601 Re, Cape Crossroads t:ondoininturn - 800 Bearse's Way, Hyannis,MA t Lear. 'Mr. Perry, The intention of this narrative is to establish an overview of the construction services we intend to provide for Building 4, North, East and West sections, of the Cape Crossroads Condominium located at 800 Bearse's Way in Hyannis,MIA, This overview is established from the professional evaluations prepared by the design teat-: consultants submitted to your office under separate cover which cansists of the following individual firms: ❖ Brown Lindquist Fenuccio and Richmond Architects, Inc. ❖ Coastal Engineering Co., Inc. (Structural) • L.etendre Consultants(Electrical) SAR Engineering(Plumbing) ❖ Yankee Fire Protection Co., I:ic. •:• Diversified Environmental Corp. (Hazardous Materials) We recommend the following overview for the rehabilitation and repair to Building 4- Architectural ❖ New constnuction will comply with the current Massachusetts State Building Code, 6 h Edition or with approved code compliance alternatives. •r Reconstruction of the Third Floor units on the existing floor frarn.e. • Repair as necessary the existing CMU? fire separation walls and installation of a new fire rated separation wall from the top of the existing CMLJ to the underside of the new roof sheathing. Falmouth Technology Paris•15 Research Road•East Falmouth,MA 02536-4440.506-540-6226 Main Fax 506-540-9222-Estimating Fax 508-540-0938•E-Mail-jkscanlan@jkscanian.com ZO J���i� Nr�1f~ OS :fir ZZZ6-009-809 R-C:TT ZOOZ/9Z/ZO f Remove and replace all finish materials in the units subjected to excessive water infiltration and exposure. Firestopping of all penetrations in all walk, floor and ceiling assemblies Structural 4- New construction will comply with the current Massachusetts State Building Code, 6t"Edition or with approved code compliance alternatives. ❖ Repairs to the'end bearing condition of the wood floor trusses to bring into conformance with Massachusetts State Building Code. A new subtlooring overlay on the Second and Third Floors.. ❖ Repointing masonry mortar joints, installation of a continuous bond beam, Eire stop penetrations, and drill weep ports in the CvlU firewall separations. Electrical •:e Provide dedicated rooms with proper clearances for all electrical service equipment. °:• Replace all branch wiring and install new as required. ❖ Install GFI receptacles in all kitchen and toilet rooms. All lighting in common areas and at exterior must comply with the Energy code, Article 13 of Massachusetts State Building Code, 6t'Edition. s• Emergency lighting will be installed as required. Internally illuminated exit sign fixtures will be installed. Arc-fault interrupters must protect all branch circuits serving receptacles in bedrooms, (.upgraded fire alarm system including smoke detectors in bedrooms, pull stations, and atidio/visual devices. Plurnbint, ❖ New plumbing systems in the reconstruction of the new fonts to meet state plumbing code requirements including pressure balance show--vilvesand low consumption toilets. :• Pressure test and repair/replace existing piping designated to remain Flush out under slab collection system. Fire Protection • Furnish and instal). a new 13R residential sprinkler system including a new firelin.e service. aC:t T OOZ/9Z/ZN fi z- r i a a dot s Materials Iaterials • Compliance with OSHA regulations working in or atound surfaces with lead paint. ❖ Proper removal and disposal of PCB ballasts and fluorescent tubes. ❖ Proper removal and disposal of alJ asbestos containing materials. ❖ Proper removal of mold and mildew-grotivth and cleaning of effected surfaces. Upon review of this information, please do not hesitate to contav us with an., yrjestions or concerns. We look forward to working with you on this project. Sincerely, J. K. Scanlan Company, Inc. 'chard M Clark Project 'Manager RNICitr Cc: Jim Steidler, JKS Craig McGowan, Mercantile Property Management. File 0214-Corr to.Building Lnspecto t0 -39vd kt-wrts >T 6-0VS-609 BE:TT 7_0K/9(-./7_.G J. K. Scanlan Com an Inc. 15 Research Road, East Falmouth, MA 02536-4440 JK SCANLAN date: Number of pages including cover sheet: Company, Inc. To: From: --- - z Phone: Phone: 508-540-6226 Fax hone: Fax Phone: 508-540-9222 AND- CC: A4tI- oi4jooiVS 508-540-0938 I' REMARKS: [j IJrent For your review p ❑ Please comment ' T a Reply ASAP CAE C4zSSX.--. .S &A00 Alf/01�17VA � r L�1 ��ltid NbiNh=1�, yi. C',Z'h-G1b9-8�9 $£�LL �00719�iZp+ r .4<w,. l/ I r � Permit �z� �oi z Date: 'o LARGE ROLLED PLANS ARE IN BOX, 4�� FOR ARCHIVING. 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /// Map Parcel Permit# D Health Division _ �( �Y a x— Date Issued i 41 � Conservation Division `�' �� �� Fee Tax Collector �7°PLJc' Treasurer 4c._F�TEhtav'.C. R�fi. r8 Planning Dept. c. r���;=1� trlsionT � roR` F Date Definitive Plan Approved by Planning Board r Historic-OKH Preservation/Hyannis Project Street Address 800 Bearse's Way t Village Hyannis' Owner Cape Crossroads Condominium Address 800 Bearse's Way Telephone Mercantile Property Management Tel: (508) 759-5555 Permit Request Reconstruction of Building #4 GAtk/Lt1,411aLS Square feet: 1 st floor: existing 8,500 proposed 0 2nd floor: existing 8,500 proposed 0 Total new 0 and Third Floor Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 29 Age of Existing Structure 26+/— Historic House: ❑Yes ®No On Old King's Highway: ❑Yes ® No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other None Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ® Electric ❑Other Central Air: ❑Yes ®No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ATIes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION �T K_ Sfianlan �omp any, Inc. Name Mel Dis man roJ ec Superintendent Telephone Number 508/- 540-6226 Address 15 Research Road License# CS 066515 East Falmouth, MA 02536 Home Improvement Contractor# Worker's Compensation# TC250048926 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Atlantic Waste / Resource Recovery -e SIGNATURE DATE D r FOR OFFICIAL�USE ONLY T< PERMIT"NO. DATE ISSUED MAP/PARCEL NO. ADDRESS - VILLAGE OWNER F DATE OF INSPECTION: 4 FOUNDATION FRAME INSULATION - FIREPLACE 1 r • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING - - DATE CLOSED OUT ASSOCIATION PLAN NO. J•'e.: s. --AST f-:,-+. .,. .. .. . r;�ro . - _ ,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��l y Parcel 09/ Permit# ID ' Health Division �1 Ida 2- i ( �o Date Issued Conservation Division Fee Tax Collector P Treasurer Planning Dept. . Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Project Street Address 80.0`Be irse's Way Village Hyannis j Owner Cape Crossroads Condominium Address 800 Bearse's Way Telephone Mercantile Property Management Tel: (508) 759-5.555— Permit Request Reconstruction of Building #4 - Square feet: 1 st floor: existing 8,500 proposed 0 2nd floor: existing t,50n proposed( -CO€�r Total new 0 and Third Floor Valuation./ %c�, // Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. f Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 29 Age of Existing Structure 26+/— Historic House: ❑Yes ®No On Old King's Highway: ❑Yes O No 1 Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other None Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing - new Half: existing new Number of Bedrooms: existing new - t " Total Room Count(not including baths): existing new First Floor,Room Count i . Heat Type and Fuel: ❑Gas ❑Oil ® Electric ❑Other Central Air•�•(D Yes-', O Now Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial. 1Yes ❑No If yes,site plan review# -Current.Use Proposed:Use s BUILDER INFORMATION AP1K15is imanaT1 Prro3ec '.Superintendunt 508/ 540-6226 Name Telephone Number ' Address 15 Research.. Road License# CS 066515 East Falmouth, MA 02536 Home Improvement Contractor# r Workers Compensation# TC250048926 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AM,/ Atlannttiic Waste / Resource Recovery SIGNATURE /f� DATE / //7'16) 2 r Y FOR OFFICIAL USE ONLY PERMIT'NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE J ` • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f i,- .4 Envelope Compliance Report Massachusetts Commercial Code COMcheck-EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\cross roads condos.cck Section 1: Project Information Project Name: CAPE CROSS ROADS CONOMINIUMS BUILDING#4 800 BEARSE'S WAY HYANNIS,MASSACHUSETTS Designer/Contractor: BROWN LINDQUIST FENUCCIO&RICHMOND ARCHITECTS,INC. 923 MAIN STREET YARMOUTHPORT,MA. 02675 Document Author. Telephone: Date: Section 2: General Information Building Location: Barnstable,Massachusetts Climate Zone: 12a Heating Degree Days(base 65 degrees F): 5884 Cooling Degree Days(base 65 degrees F): 606 Building Use Method of Compliance: Whole Building Method Building Twe Floor Area Multifamily 30936 Project Description(check one): New Construction _Addition X Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Vapor retarder installed L Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 12536 38.0 0.0 0.028 0.063 Exterior Wall 1:Wood Frame,Any Spacing 20218 13.0 0.0 0.091 0.089 Window 2:Wood Frame,Double Pane with Low-E Clear,shgc 0.49 3723 --- --- 0.410 0.592 Door 2:Solid 600 --- --- 0.400 0.140 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 16%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Iassachusetts Commercial Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Envelope Designer-Name Signa f 5r—e Date The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigation 600 Washington Street Boston,MA 02111 Worker's Compensation Insurance Affidavit Applicant Information PLEASE PRINT NAME: J.K.Scanlan Company,Inc. LOCATION: 15 Research Road CITY: East Falmouth STATE: MA PHONE#: 508-540-6226 ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity. ❑ I am an employer providing worker's compensation for my employees working on this job. Company Name Address City State Zip Code Phone# Insurance Co. Policy# Expiration Date _� :: . _ __ ® I am a sole proprietor,General Contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation policies: Company Name J.K.Scanlan Company,Inc. Address Falmouth Technology Park, 15 Research Road City East Falmouth State MA Zip Code 02536-4440 Phone# 508-540-6226 Insurance Co. Zurich Insurance Company Policy# TC250048926 Expiration Date December 23,2002 Company Name Address City State Zip Code Phone# Insurance Co. Policy# Expiration Date Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one year's imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of $100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigation of the DIA for coverage verification. I do hereby certify u der t pins ties of perjury that the information provided above is true and correct. Signature Date: April 12,2002 Print Name: Richard M. Clark Phone#: (508)540-6226 Official us only—do not write in this area—to be completed by city or town official City of town Permit/hcense# ❑Building Department ❑Licensing Board ❑Selectmen's Office ❑Health Department ❑Other ❑check if immediate response is required Contact person Phone# Construction Control Affidavit DATE: I I April 2002 PROJECT TITLE: Partial Reconstruction of Cape Crossroads Condominium PROJECT LOCATION: 800 Bearse's Way Hyannis NAME OF BUILDING: Building No. 4 SCOPE OF PROJECT: Partial Reconstruction of Fire Damaged Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE,I Richard P. Fenuccio MASS.REGISTRATION NO. 7789 BEING A REGISITERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS,AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. 116.2.2 Architect/engineer responsibilities during construction: The registered architects and registered professional engineers who have prepared plans,computations and specifications or the registered architects or registered professional engineers who have been retained to perform construction phase services, shall perform the following tasks for the portion of the work for which they are directly responsible; 1. Review, for conformance to the design concept,shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general, if the work is being performed in a manner consistent with the construction documents. I trust that this will be satisfactory to you, and that this method will be beneficial by allowing your project to continue without delays. If not,you may submit a plan of reporting process with one of the Officials involved. I Richard P. Fenuccio have reviewed all documents pursuant to section 116.2.2 of the Massachusetts State Building Code and accept the responsibility for all disciplines listed above. Pursuant to Section 116.4,I shall submit, periodically, a progress report together with pertinent comments to the Building Inspector. Upon completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. t Signature - �GrM�f7? Date `l A/4, Subscribed and sworn to before me this _day of rl 2002. 7.3.03 OTARY PUBLIC ALYMN KESSEL My Commission Expires On Notary Public My Commission Expires July 3,2003 I TOWN OF BARNSTABLE toss: J. Building Department , Town Hall 367 Main Street, Hyannis, Massachusetts 02601 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: C15616.01 PROJECT TITLE: Cape Crossroads Condominiums PROJECT LOCATION: Poo -Bearse's Way NAME OF BUILDING: Building No. 4 SCOPE OF PROJECT: Reconstruction of fire damaged building " In accordance with Section 127.0 of the Massachusetts State Building Code,I,John A.Bologna,P.E.,Mass.Registration No. 33776 being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(specify) For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,acceptable engineering practices,and applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building. permit and shall be responsible for the following as specified in Section 116.0: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection or critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Pursuant to Section 116.2.2,1 shall submit periodically a progress report together with pertinent comments to the Building Inspector.Upon Completion of the Work,I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. Signature: Subscribed and sworn to before me this day of lga/J _C 2002. OTARY P BLIC My Commission Expires On -5- D31- D/Doc/15600/15616.01/Affidavit.doc JK .SCANLAN 2 — - Ftii3E Gj^, �� CONSTRUCTION CONTROL AFfIIMAVI'I• PROJJ C.T NUMBER: -- __`_ Lgsg �vn• PROJECT TITLE: YIR-L _11G s�N �L aBV _ � PROJECT LOCATION: - NX'_1�':aF BUILDP CI: �Cl .dd✓�r ---- NI ATUPIE OF PROJECT: I SjEREBY'CE,RIIFY TILAT I AM A LICENSED IN TIDE STATE OF MASSAC:HCJSETTS. r i ML Y PROFESSIONAL OpINION AND TO THE BEST OF MY y, OWLEDGF, INFORMATION AND BELIEF,THJ,PLANS AND SUCIFICATIONS FOR THE rVOUNDATION., DESIGN ARE LN CONI ORMA,vCE Z�'ITF4 APFL. C,4ELL' CODES ANTJ ORDTNANCES CONCERNLNG: ENTIRE PROJECT__, ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ___ELECTRICAL I FURTHER ACTREE THAT L OR A REPKESENTATM FROM THIS OFI:' E, SHALL PERFORM THEN CE.SS AR Y PP.OFFSSIQNAT SERVICES AN-D BE PRESENT ON TIC. CO STRLC'TION SITE, DURLI G THE CONSTP.UC'TIONY ON A " PERIIiJJIC: ]BASIS TO DETERMINT THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOC:UNIENTS APPROVED FOR THE Bi.TiI.IJitil IG PER r AND SHALL,BE RESPONSIBLE FOR"ITEE FOLLOWING A&SPECIFIED IN SECTION 116.12 Review,for ccrforinance t7�the design eenuept,ihup.draviings,samples atxi other submittals which are Submitted by 'he contractor in accordar.e with tnc requirements of trio construction Iac'uHarts• I Review aid approval rf the ntislity control procedures fot ail Code-required control rameTtals, 3• Be presant at i.rterval;V70tariate:o the State of certstruc:ior.iv bacome generally familiar with the progress and quality of the work being performed in a manner cottsiste-.0 with tho construction doc-srrx;nts. UPON C(.*,T'L_ETION CT Of THE ARCHITE LTRAI,WORK, I SHAL1-ST..BMIT �4 FIN AL P.k.PGRT AS AT C.TORY COMPLETI _ S $IlI�.L�TIti'Ci. Si azure t a Fi t/Cc�.mQarly STL State Of Massachusetts r✓'� County of Barnstable f , Subscribed and sworn to before me this 1 th day of April 2002 Notary Public My commission expires July 11, 2003; - S ' T S T, F,? l '�T 8r ,_T 0 0,=; E.tl:''b 0 - � . i ,..�..:t..•: � . , -.- - " � y �`� .} �� G� j� � N ;� .-? _,-_ ---'3i l __. I Y BQARD.OF BUILDING REGULATIONS „ m� , License: CONSTRUCTION SUPERVISOR Number: CS 066515 �; ay f I Expires:.11/28/2003 Tr. no: 9859 t *' Restricted: '00 MEL,,N DISHMAN �. 1676 NEWTQWN'RI3 — COTUIT, MA 026,35 Administrator ;, AN Hyannis Fire Department �8<PB LI e/,FO 95 High School Road Extension . -n Hyannis, Massachusetts 02601 1896 Phone: (508) 775-1300 , Facsimile:(508) 778-6448 S To Report on Emergency Dial 911 or 775-2323 Property Inspection Report Form Business Name. Ca r ASS � Phone : Street Address . _,AAA 'SV�L D6&t, V- Sprinkler System :Yes �4—No Psi: / Can System be Pumped When Shut Down? Yes No FDC Location :Side Near:.- Epo�- C� Shut Off Location : Closest Fire Hydrant Location : Fire Alarm System :Yes No Monitored by Hyannis Fire : Annunciator Location :Side Near: SST Main Panel Location Suppression System(s) Yes No Last inspection : Key Box:Yes�C No Location : Side Near: S vDL� (##=Violation, '*= Notes,O= Uncorrected,4=corrected) Reinspection Date: d/ 3— bEd SAS : S'*w Sft4 P-,ft v0 70vi to W\VLf L� ¢ 'k- \S 1;j A— 4��� �� �SINuivy ZOr'tr W"S 5 � :S'FiR� � i�S-�� • � I . I i C Fire Dept. inspector : y • (�.� 1�',C t , Date : i 61 t Y-1d- - Occupant: Phone: EMERGENCY CONTACT NUMBERS 1. Phone : 2. Phone : 3. Phone: White: Fire Dept. Canary: Reinspect Pink:Property 9 IME T Town of Barnstable Regulatory Services • B"NSfABLE, • g, Thomas F.Geiler,Director tf0^AA'�s Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 21, 2002 Mr. John Scanlon J.K. Scanlon Company, Inc. 15 Research Road East Falmouth, Ma 02536-4440 Re: Cape Crossroads Condos, 800 Bearses Way,Hyannis—Bldg 4 Dear Mr. Scanlon; The intent of this letter is to explain the regulatory requirements governing sprinkler system requirements for Building Four(major)renovations due to the 26-NOV-01 fire at this site. First, the building was built before the enactment of the Massachusetts Building code, 780 CMR. The area of a single floor as determined by Coastal Engineering in a letter dated 08-Feb-02 is 11,385 sq. ft. • The Building Code defines this structure as use group R-2 (780CMR 310.4). • The Building Code requires new construction of use group R-2 to have an automatic fire suppression system(sprinklers) installed throughout (780CMR 904.7). • The Building code requires new construction of use group R-2,three or more stories in height and over 10,000 sq. ft. per floor, to install an automatic standpipe system(780CMR 914.2.8) • The Building Code addresses major renovations as this in Chapter 34. • This project has been determined to be a major renovation/reconstruction by the Building Commissioner(780CMR 3400.3) • The Building Code requires that a major renovation/reconstruction install fire protection systems as required by 780CMR Chapter 9 (780CMR 3404.12). • The Town of Barnstable adopted permissive legislation(MGL Chapter 148 ss 26I on 06-Dec.-81. This law requires a sprinkler system to be installed throughout the building in any new structure or one that is substantially rehabilitative. This is noted in 780CMR 3404.12 and explained in 780CMR Appendix B Interpretation Number 44-96. In conjunction with the regulations of the Chapter 34 A.series, compliance alternatives were discussed resulting in the applicant's proposal to sprinkle the attic. This office accepted the aforementioned option as an alternative to the standpipe system. Hopefully,this explanation will assist the insurance company in comprehending the regulatory process and specific codes involved that require the installation of a standpipe and sprinkler system. If I can be of further assistance to you in this matter, feel free to contact me. Sin gre>, Tom Perry Building Commissioner a r �• Lk C�S� MARCUS, ERRICO, January 15, 2002 EMMER & CERTIFIED MAIL#70000600002815502116 BROOKS, RETURN RECEIPT REQUESTED P.C. AND FIRST CLASS MAIL Attorneys At Law Ms. Cynthia Gilbert pt/ 0 c/o Mr. Dan Schneider Suite to7 45 Braintree Hill Office Park 22 Warren Avenue Braintree,Massachusetts 02184 Plymouth, MA 02360 Telephone(781)843-5000 Facsimile(781)843-1529 Re: Cape Crossroads Condominium Trust—Demand to Remove Pet e-mail smarcus@meeb.com From Unit and to Cease and Desist Entering Building- 1 Janet Aronson*0 Richard E.Brooks Dear Ms. Gilbert: William DeBear Seth Emmer* Please be advised that this office represents the Trustees of the Cape V.Douglas Errico t Crossroads Condominium Trust. Stephen M.Marcus Thomas O.Moriarty* As you are aware,,Building 4 has been posted by Town officials as being Jeffrey C.Turk unsafe to enter. Edmund A:Allcock Notwithstandingthe foregoing, we understand that you have abandoned a et Patrick J.Brady Y p Laura White Brandow in your unit and we also understand that persons have been entering the Alison L.Forbes building in violation of the Town's order to care and feed the pet. John D.Kalish I Judith A.Kennedy Since the Trustees have some obligation to ensure that no one enters the Ilene M.McBride t building until it is deemed safe, we must demand that you cease from illegally MaryLou Muirhead Therese Quijano entering,the"building"and that you relocate your pet from the premises to a safe John E.Shaffer,P.E.° and secure location. Douglas Troyer The Trustees reserve the right to take-further legal action if you have not ° Also admitted in CT complied with these demands within seven(7) days from the date of this letter. t Also admitted in NY Therefore, kindly advise this office in writing once you have complied. •Also admitted in NH $Also admitted in FL 0 Also admitted in RI Very truly yours, MARCUS, ERRICO, EMMER Boston-(617)367-0006 & BRO KS, P.C. Springfield—(413)736-7500 Worcester- (508)791-2120 New Hampshire-(603)891-2006 Rhode Island—(401)351-2221 Ste en M. Marcus SMM/cal cc: Trustees of the Cape Crossroads Condominium Trust Barnstable Building Inspector Hyannis Fire Department t" Barnstable Animal Control Officer MARCUS, ERRICO, January 15, 2002 EMMER & CERTIFIED MAIL#70000600002815502109 BROOKS, RETURN RECEIPT REQUESTED P.C. AND FIRST CLASS MAIL Attorneys At Law Ms. Marilyn Sieger 800 Bearses Way, #4SC 45 Braintree Hill Office Park Suite Hyannis, MA 02601 Braintree Braintree,Massachusetts 02184 Telephone(781)843-5000 Re: Cape Crossroads Condominium Trust—Demand to Remove Pets Facsimile(781) 29 e-mail smarcus@meeb.meeb.com From Unit and to Cease and Desist Entering Building 4 I` Janet Aronson*0 Dear Ms. Sieger: Richard E.Brooks Pease be advised that this office represents the Trustees of the Cape William DeBear i Seth Emmer* Crossroads Condominium Trust. V.Douglas Errico t Stephen M.Marcus As you are aware, Building 4 has been posted by Town officials as being Thomas O.Moriarty*1 unsafe to enter. Jeffrey C.Turk Notwithstanding the foregoing, we understand'that you have abandoned pets in Edmund a Allcock your unit and we also understand that persons have been entering the building Patrick J.Brady Laura White Brandow in violation of the Town's order to care and feed the pets. Alison L.Forbes John D.Kalish$ Since the Trustees have some obligation to ensure that no one enters the Judith A.Kennedy building until it is deemed safe, we must demand that you cease from illegally Ilene M.McBride t entering the building and that you relocate your pets from the premises to a MaryLou Muirhead Therese Quijano safe and secure location. John E.Shaffer,P.E.° Douglas Troyer The Trustees reserve the right to take further legal action if you have not complied with these demands within seven(7) days from the date of this letter. ° Also admitted in CT Therefore, kindly advise this office in writing once you have complied. t Also admitted in NY i•Also admitted in NH j Also admitted in FL Very truly yours, 0 Also admitted in lu MARCUS, ERRICO, EMMER &BRO9,p, P.C. /, Boston—(617)367-0006 Springfield—(413)736-7500 Worcester- (508)791-2120 Stephen M. Marcus New Hampshire-(603)891-2006 Rhode Island—(401)351-2221 SMM/cal cc: Trustees of the Cape Crossroads Condominium Trust Barnstable Building Inspector Hyannis Fire Department Barnstable Animal Control Officer MARCUS, ERRICO, January 15, 2002 EMMER & CERTIFIED MAIL 470000600002815502093 BROOKS, RETURN RECEIPT REQUESTED P.C. AND FIRST CLASS MAIL Attorneys At Law Ms. Portia Rivers Reed 800 Bearses Way, #4SE Suite 107 Hyannis, MA 02601 45 Braintree Hill Office Park Braintree,Massachusetts 02184 Telephone(781)843-5000 Re: Cape Crossroads Condominium Trust—Demand to Remove Pet Facsimile(781)843-1529 From Unit and to Cease and Desist Entering Building 4 e-mail smarcus@meeb.com g g Janet Aronson*0 Dear Ms. Reed: Richard E.Brooks Please be advised that this office represents the Trustees of t e he Ca William DeBear p p Seth Emmer* Crossroads Condominium Trust. V.Douglas Errico t Stephen M.Marcus As you are aware, Building 4 has been posted by Town officials as being Thomas O.Moriarty*$ unsafe to enter. Jeffrey C.Turk Notwithstanding the foregoing, we understand that you have abandoned a pet Edmund X.Allcock Patrick J.Brady in your unit and we also understand that persons have been entering the Laura White Brandow building in violation of the Town's order to care and feed the pet. Alison L.Forbes John D.Kalish I Since the Trustees have some obligation to ensure that no one enters the Judith A.Kennedy building until it is deemed safe, we must demand that you cease from illegally Ilene M.McBride t entering the building and that you relocate your pet from the premises to a safe MaryLou Muirhead Therese Quijano and secure location. John E. Shaffer,P.E.° Douglas Troyer The Trustees reserve the right to take further legal action if you have not complied with these demands within seven(7) days from the date of this letter. ° Also admitted in CT Therefore, kindly advise this office in writing once you have complied. t Also admitted in NY k•Also admitted in NH $Also admitted in FL Very truly yours, 0 Also admitted in Rt MARCUS, ERRICO, EMMER & BR90KS, P.C. Boston—(617)367-0006 Springfield—(413)736-7500 Worcester- (508)791-2120 Stephen M. Marcus New Hampshire-(603)891-2006 Rhode Island—(401)351-2221 SMM/cal cc: Trustees of the Cape Crossroads Condominium Trust Barnstable Building Inspector Hyannis Fire Department Barnstable Animal Control Officer e , Skim Marcus, Err-co, Ernmer& Brooks, P.'C. U.S.FOSTAGEA- 45 Braintree Hill Office Park, Suite 107 Braintree, MA 02184 JAN 15'0 2 4 .1 H M. T C P 5 2 Mr. Peter DiMatteo, Building Inspector Barnstable Town Hall 200 Main Street Hyannis, MA 02601 L. 1 L .......................... ...... 1t it'll 11 Ili Il 1 it - } •a } / .; � '�, c - y 02/l1/02 PION 10:42 FAX 508 255 6700 Coastal Engineering 10001 COASTAL ENGINEERING CO., INC. FAX 260 Cranberry highway,Orleans,MA 02653 Phone: 508-255-6511/FAX: 508-255-6700 TRANSMITTAL Date: February 11,2002 Job#: C15616.00 To: Craig J.McGowen FAX: 508-759.5977 From: John A.Bologna,P.E. cc: Thomas Perry FAX: 508-790-6230 Jim Steidler FAX: 508-540-9222 #of Pages(including Cover) 5 Subject: Cape Cross Roads Condominiums Hyannis,MA Fire Damage/Structural Assessment NOTE:Hard copy to follow by first class snail. JA]3/dlb i02 KON 10:43 FAX 508 255 6700 Coastal Engineering 0 002 .St..h February 8,2002 J a Mr.Craig J.McGowen f Mercantile Property Management P.O.Box 790 - Buzzards Bay,MA 02532 c�— T:800-696-9449/F:508-759-5977 RE: Fire Damage!$tructural Assessment Cape Cross Roads Condominiums .,� T_--.: .. � Hyannis,MA. Dear Mr.McGowen: ..+ i' As a follow up to our initial inspection report dated November 28,2001,we have completed our 14 investigation and assessment of the fire damaged structure located at the referenced property. P Information reviewed as part of this investigation includes building plans prepared by the Office o€ .9QQ �� •; a4 F �t Phillip John Bums,Architect,dated 10 June 1973,Fire Protection Planning Report,published by r1 " the National Concrete Masonry Association,and the Massachusetts State Building Code,9& Y g 780 CMIt- ' A Sixth Edition. These documents,along with observations and measurements made at the site form s q the basis of opinions rendered in this report. Accordingly,the following is an evaluation of ;..� observations and comments noted during our investigation, LIMITS OF INVEST'IGA.TION Due to the indeterminable nature of some of the structural components of this building,it is not P g, I possible to assess every condition pertaining to the structural integrity of the existing building. a While effort has been made to employ our knowledge of standard construction practice and i established engineering principles to determine structural behavior,member loads,stresses,etc„it is i -Loki <3 beyond the scope of this report to thoroughly assess every element of the existing building construction. Our report is therefore limited to the typical conditions observed in the general area of, �` kt"'' investigation: ! OBSERVATIONS F+ tt— gaE9 �r y; General The Cape Cross Roads Complex was developed in the 1970's as a multi-family dwelling pf F. t,. s _ condominium complex. The structure under investigation is one of six buildings located on the.site. ' The building contains. `-• � �"��:� . --- -! g �8 units and has a building footprint of approximately 11,385 square feet, The existing building is a three story,wood frame structure with interior masonry party walls separating the individual units. The building is supported on a cast in lace,shallow concrete foundation with a 'g �P P ' - concrete slab on grade at the first floor level. The elevated floors are constructed with gang nailed ! wood floor trusses.The roof is framed with fabricated wood trusses.With exception to modifications t made to the exterior and decks,the existing struetural4aming system is in general conformance with g =per the original building Tans prepared b Phi ht� Architect. g P P P y lli�Jo Bur e, gr 3A',r: tt.`_ �tiw ti According to information obtained fro town records,a fir broke out in the early morning hours of i s F z November 26,2001 at the top;flooir'9 Building:No.4 in�'Q Cape Cross Roads Condominium • Complex. The fire quickly spread to acent areas throug!the roof attic plenum.The fire spread to adjacent units but was impeded from rther progression - the efforts of Fire Department personnel, - Fire and water damage is concentratecho twelve units rated in the northeast wing of Building No.4 $: with peripheral smoke and water damak to the ad• nt units. The top four units of the east wing t � ra are demolished Sown to the third floor with on y the masonry party wails remaining. The remaining y c' i a eight units on the lower floors are stripped of interior wall and floor finishes exposing the underlying f structure. - j i I � V i 02/11J02 MON 10:43 FAX 508 255 6700 Coastal Engineering Z 002 N C15615.00 February 8,2002 r R - bsAll {7 , ; R Mr.Craig J.McGowen Mercantile Property Management -P,O,Box 790 Buzzards Bay,MA 02532 �.1 ; T:800-696-9449/F:509-759-5977 Ito MAK r � t�1",jid nberry p,;T,Hy '' RE: Fire Damage/Structural Assessme tt Cape Cross Roads Condominiums 7 a Hyannis,MA. Dear Mr.1vlcGowen; z ' r r51�Z55.�911 ,r As a follow up to our initial inspection report dated November 28,2001,we have completed our investigation and assessment of the fire damaged structure located at the referenced property. ,5'08 8��9b00� Information reviewed as part of this investigation includes building plans prepared by the Office of t " r Phillip John Burne,Architect,dated 10 June 1973,Fire Protection Planning Report,published by 17gp _' I the National Concrete Masonry Association,and the Massachusetts State Building Code,780 CMR- 'I a Sixth Edition. These documents,along with observations and measurements made at the site form the basis of opinions rendered in this report. Accordingly,the fallowing is an evaluation of {ui n d 'b70 'I}", ��4•k observations and comments noted during our investigation. LIMITS OF INVESTIGATION r . I!' Due to the indeterminable nature of some of the structural components of this building,it is not . p+ww+eocepgcacon possible to assess every condition pertaining to the structural integrity of the existing building. While effort has been made to employ our knowledge of standard construction practice and established engineering principles to determine structural behavior,member loads,stresses,etc.,it is z beyond the scope of this report to thoroughly assess every element of the existing building construction, Our report is therefore limited to the typical conditions observed in the general area of ,Q investigation, Iwxg x Y ' j OBSERVATIONS , riI} f r � 1 i r General The Cape Cross Roads Complex was developed in the 1970's as a multi-family dwelling l " condominium complex. The structure under investigation is one of six buildings located on the site. The building contains 28 units and has a building footprint of approximately 11,385 square feet. The I y �,I existing building is a three story,woad frame structure with interior masonry party walls separating the individual units.. The building is supported on a cast in place,shallow concrete foundation with a concrete slab on grade at the first floor level. The elevated floors are constructed with gang nailed "v ` �� 3 wood floor trusses.The roof is framed with fabricated wood trusses.With exception to modifications made to the exterior and decks,the existing strueturalAaming system is in general conformance with it Architect, the original building plans prepared by Philli�Johq,Bur e, T. \ f'•; undu���nrt �r - According to information obtained fro 'town records,ra f\broke out in the early morning hours of November 26,2001 at the top Poor oBuilding No._4 in.thJ Cape Cross Roads Condominium .� f Complex. The fire quickly spread to adjacent areas threug the roof attic plenum,The fire spread to adjacent units but was impeded froxrn further progression v the efforts of Fire Department personnel. Fire and water damage is concentrated o twelve units Gated in the northeast wing of Building No.4 with peripheral smoke and water damage to the adl ent units. The top four units of the east wing are demolished-down to the third floor with on y the masonry party wails remaining. The remaining l� ,} j eight units on the lower floors are stripped of interior wall and floor finishes exposing the underlying structure. 9' ! T �'. 5 i 02/11/02 MON 10:46 FAX 508 255 6700 Coastal Englneering 1j003 Cape Cross Roads Condominiums Page 2 February 2002 Wood Framing The existing building is framed with fabricated wood trusses as described above. 'The typical floors and roofs are framed with gang nailed trusses spaced every two feet. Floor trusses are seventeen inches(17"),deep and span the twenry-three foot (23')building width. The framing is supported on load bearing stud walls on the exterior face of the building and on the masonry party wall that separates the individual dwelling units.The wood floor trusses appear be bottom chord bearing at both ends and are set into pockets formed into the masonry party wall at the interior wall support. The truss ends do not appear to be flame cut at the masonry bearing pockets. There is no evidence of fire blocking noted between floors and the masonry pockets supporting the floor trusses appear to have compromised the integrity of the party wall(see Masonry), Also,the 518"sob-floor is compromised by the many cuts and access openings apparently Trade to the deck over the years. The wood truss roof structure and the corresponding bearing stud walls on the third floor of the east wing sustained most of the fire damage and have been totally removed. Extensive fire,water and smoke damage was sustained in the four top floor units of the east wing. The lower ioor units in the east wing sustained extensive water and smoke damage as well. Adjacent units in the complex sustained incidental smoke and same water damage and the remaining units throughout the rest of the building,to a lesser degree,received some amount of smoke darnage. The remaining second and third floor trusses in the east wing units inspected appear to be in good condition, The truss chord plywood gusset plates are intact with little indication of adhesive or nail failure evident. As mentioned above,the lower floors of the east wing have sustained quite a bit of water damage from the fire extinguishing equipment that was used on the day of the fire. Exposure to the elements in the ensuing months has also contributed to the overall dankness and mold growth that is quite evident throughout the affected area. Masonry Walls Building No.4 contains twenty-eight dwelling units,a laundry room,and a general-purpose room.Each floor is sub-divided into ten units per floor and each unit is separated by a load bearing masonry firewall that provides fire separation between the units. The masonry wall terminates at the top plate elevation of the third floor wall. A gypslun wallboard in-fill partition extends from the top of the wall plate(bottom chord truss bearing level)to the underside of the roof sheathing. Concerns were raised regarding the structural integriq of the remaining masonry walls,their ability to function as bearing walls and their suitability for reconstruction, A visual inspection was made of the exposed block wall areas of the remaining construction. The masonry walls appear to be unreinforeed.Several block cores;were inspected for the presence of water. Mortar joints were examined for physical defects and probed with a tool to verify the strength of the mortar. Overall,the concrete masonry units appeared sound, Other than some surface smoke stains on the upper floor units,there is little evidence of fire damage to the remaining block walls. Some of mortar joints on the upper levels were powdery, but were generally tight beyond the surface depth indicating good performance of the masonry construction during the fire. Numerous penetrations were observed throughout the building, Penetrations for electric boxes,conduit,plumbing penetrations and floor truss pockets may have compromised the integrity of the masonry wall to properly function as a fire protective element. The masonry party walls are typically only braced on one side because the framing changes direction on either side of the party wall. The masonry party wall is therefore only braced at the floor trusses bearing points potentially rendering the masonry wall unstable in case of collapse under future fire conditions. Decks Exterior decks and stairways are the only means of egress from the upper floor units. The decks and their associated stair and guardrails are constructed from pressure treated materials. Framing on the upper f oors sustained the most damage,but this was generally limited to the decking and handrails. 02/11/02 RON 10:47 FAX 508 255 6700 Coastal Engineering 004 Cape Cross Roads Condominiums Page 3 February 2002 COMMENTS General Overall,the existing structural framing that was not damaged by fire is in relatively fair to good conditiun. For the most part, structural elements that were-damaged by the fire were immediately removed and exposed areas covered with tarps following the initial event. Most of the damage to the remaining structure is related to water damage and exposure to the elements in the ensuing months. There are also several exceptions Taken in the original construction that will require remedy during the reconstruction. This is generally related to building code requirements. In general,the remaining structural elements are salvageable and suitable for reuse in the reconstruction project.New construction must comply with current code requirements or with approved code compliance alternatives where compliance with current requirements is impractical. Wood Framing The existing gang nailed floor trusses on the second and third floor level are in good condition. The end bearing condition of the wood floor trusses appear to have not been constructed in accordance with the architectural design plans. The floor truss conditions observed appear to be fully embedded bottom.chord trusses. The typical truss end bearing condition as depicted on detail 1 of sheet AI I indicates a top chord bearing into the masonry wall pocket. The design,as intended,would in effect act as a"fire cut"that is required by code for all timber framing into masonry wall supports(780 CMR 2305.6.4). The truss end bearing condition,as built,would not meet the code requirement for fuewall construction that is intended to ensure structural stability of the fire wall(780 CMR 707,1). One remedy to this situation would be to construct a new interior load bearing stud wall on the inside face of the existing masonry wall. The floor trusses can then be reworked to free the up the end bearing condition and thus allow the collapse of construction on either side under future fire conditions without collapse of the fire wall as required by code. Regarding the effect of water damage on the remaining structure,exposure to water and moisture infiltration does not seem to have had adverse impact on the structural integrity of tie building. Long term exposure will obviously have detrimental effect,but in the short term,such impacts are limited to warping,swelling or distortion in the structural framing due to the increased moisture content in the wood framing elements. Gang nail fastenings,nails and connectors will have to be more thoroughly examined during the reconstruction,but for the most part visually appear to be intact. Where encountered,loose or corroded fastenings,will have to re-secured or else replaced with new materials. A new sub-floor sheathing overlay on both the second floor and third floor is recommended to reinforce sections that have been previously compromised and to compensate for delamination of the sheathing plys as a result of the moisture exposure. It is also recommended that dehumidification equipment be brought in to dry out the wood and inhibit mold growth. The exposed structure will also have to be cleaned and treated with a suitable mildecide or fumigant to remove the mold and mildew growth that has proliferated throughout the building. Masonry Walls Experience has shown that concrete masonry possesses excellent structural and barrier protection even in severe building fires. According to tests conducted for the Portland Cement Association,concrete masonry shows no appreciable loss in strength from conventional single fire exposure. Industry test reports suggest that masonry walls can withstand one severe fire without replacement,and still be able to perform structurally in case of a second severe exposure. Additional testing for strength is not therefore required. Masonry mortar,however,may deteriorate from long term exposure to heat. Industry research suggests that damage can occur to masonry cement mortar from fire. Apparently,the heat dries out the mortar by liberating the chemically bound hydrogen in the cement matrix and converts the calcium hydroxide into calcium oxide. The resulting powdery substance has lost its adhesion and ability to bond the individual concrete masonry units. Fortunately,mortar deterioration is solvable through repointing. Regarding the deficiencies noted in the original construction,it is recommended that such deficiencies be remedied as part of the overall reconstruction plan. This would include reworking the wood floor truss end.bearing conditions,filling in voids in the firewall,protecting penetrations and installing proper anchorage at each floor level. New sill plate anchorage at the roof trusses and masonry reinforcing will also be required. 02/11/02 MCN 10:49 FAX 508 255 6700 Coastal Engineering Q 005 Cape Cross Roads Condominiums Page 4 February 2002 .Based on our visual inspection and review of industry research,it would appear that in-situ repairs may be utilized rather than resorting to complete removal and replacement of the existing masonry walls. It would.therefore be our. recommendation that the existing masonry walls be repaired as follows: • Remove the upper three courses of block and replace with new reinforced masonry units. • Install a continuous reinforced bond beam at the upper block course. • Rework the existing floor truss ends at masonry bearing pockets and install.new load bearing stud wall to independently support the existing floor framing system. • Fill in voids in the masonry wall and properly protect any penetration through the firewall. • Extend the firewall to the roof or else install a code compliant fire wail extension from the top of the masonry wall to the underside of the roof sheathing as required. • Repoint loose or deteriorated masonry mortar joints.- • Drill weep ports at the lower level block course to drain any moisture accumulation in the block cells. Decks Since the damage to the exterior decks was limited to the upper story,only those elements that were obviously damaged by fire will need to be replaced. Any new construction must conform to current code'requirements. SUMMARY The northeast wing of Building No.4 sustained extensive fire damage to the upper floor.The third floor walls and roof framing suffered 100%loss and have been demolished to the third floor framing and require new construction.The lower levels have sustained extensive water damage and deterioration from exposure.Repairs and improvements to the existing construction will be required to remedy deficiencies in the existing construction and to mitigate deterioration from water damage and exposure to the elements. New work must be done in accordance with current code requirements or with approved code compliance alternatives where compliance with torrent requirements is impractical.Details of construction are beyond the scope of this report. Respectfully submitted, COASTAL ENGINEERING CO.. INC. John A.Bologna,P.E. JAB/dlb Cc: Tom ferry,Town of Barnstable Jim Steidler,J.K, Skanlon D.•V.)OC\C156Ct7V5616.Frre Assessment Report.DOC `v._ Hyannis Fire Department �.S�p8L188�0 95 High School Road Extension Hyannis,Massachusetts 02601 E Office Of, Business : (508) 775-1300 1896 Deputy Chief Facsimile : (508) 778-6448 ¢, Dean L.Melanson Emergency : 911 1 S`V O� April 16, 2002 Mr. Rich Clark O� J. K. Scanlan Company Inc. 15 Research Road East Falmouth, MA 02536-4440 -- Sent via Facsimile (508-540-9222) V—Re Cap�rossroads Condos, 800 Bearses Way, Hyannis - Bldg 4. Dear Mr. Clark, The intent of this letter is to explain the regulatory requirements for a sprinkler system for the Building Four major renovations due to the 26-NOV-01 fire at this site. First, the building was built before the enactment of the Massachusetts Building Code, 780 CMR. The area of a single floor, as determined by Coastal Engineering in a letter dated 08- FEB-02 is 11,385 sq. ft. The Building Code defines this structure as use group R-2. (780CMR 310.4) The Building Code requires new construction of use group R-2 to to have an automatic fire suppression systen, (sprinklers) installed throughout. (7£OC^A!? 904,7) The Building Code requires new construction of use group R-2, three or more stories in height and over 10,000 sq. ft per floor, to install an automatic standpipe system (780CMR 914.2.8) t The Building Code addresses major renovations, such as this project, in Chapter 34. This project has been determined to be a major renovation/reconstruction by the Building Commissioner. (780CMR 3400.3) The Building Code requires that major renovations/reconstructions install fire protection W , systems required by 780CMR Chapter 9. (780CMR 3404.12) The Town of Barnstable adopted permissive legislation (M.G.L. Chap. 148 ss 26I on 06-DEC-81. This law requires a sprinkler system to be installed throughout the building in any new structure or one that is substantially rehabilitated.. This is noted in 780CMR 3404.12, and explained in 780CMR Appendix B Interpretation Number 44-96. Finally, the Building Code does allow for some compliance alternatives to be suggested by the property owner. These must be approved by the Building Commissioner (780CMR 3402.1.3). Keep in mind that the sprinkler system is required by M.G.L. Chap. 148 ss 26I and this law only allows for another comparable extinguishing system as an alternative. Since there isn't an acceptable alternative extinguishing system for a residential occupancy, a sprinkler system is required. Hopefully, this will explain to the insurance company the regulatory process, and specific codes involved, causing a standpipe and sprinkler system to be installed. If I can be of further assistance to you on this matter, feel free to contact me. Sincerely, Dean L. Melanson, Deputy Chief Hyannis Fire Department J .cc, T. Perry, Acting Bldg. Commissioner. ' ' E � C15616.00 ', 1 Lj " February 8,2002 z a 1 } ` r Mr.Craig J.McGowen Mercantile Property Management OA ,hAj P.O.Box 790 Buzzards Bay,MA 02532 GIN RING 1 C 4 T: 800-696-9449/F:508-759-5977 s�� 260 Cranberry Highway��� x'. s t. RE: Fire Dania a/Structural Assessment Routs 6A c Orleans;MA 02653 Cape Cross Roads Condominiums � £t" W" Hyannis,MA. af � w Dear Mr.McGowen: S08 255 6511d�k 1 As a follow u to our initial inspection report dated November 28,2001 we have completed our t Orleans a" P P P p s > investigation and assessment of the fire damaged structure located at the referenced property. �508 487 9600 kY Y ?nformation reviewed.as art of this investigation includes bu.xyOvlrlOetOWllsi I. p g ldmg plans prepared by the Office of Phillip John Burne,Architect,dated 10 June 1973,Fire Protection Planning Report,published by r y+ 3ro .rm s ,r}Tr, xe d 508 778 9600 " the National Concrete Masonry Association,and the Massachusetts State Building Code, Y g 780 CMR- gHyann�s Sixth Edition. These documents,along with observations and measurements made at the site form the basis of opinions rendered in this report. Accordingly,the following is an evaluation of Fit observations and comments noted during our investigation. 508 255 67,00 { LIMITS OF INVESTIGATION Info@ceccapecod com , x WSB STIR n W j P g Due to the indeterminable' , nature of some of the structural,components of this building,it is not �wwwceccapecod wm, possible to assess every condition pertaining to the structural,integrity of the existing,building. r While effort has been made to employ our knowledge of standard construction ractice and { , e+ P Y $ P ` p f* �; established en ineerin rmci les to deternune,structural behavior,member loads stresses etc.,it is �x l g gP P. , beyond the scope of this report to thoroughly assess every element of the existing building fENGIIdSSRINGya� nor T �a.) it construction i Our reporfis therefore liiriitedsto,the typical conditions observed in the general area of investigation 1ormien SanitarY, ,. ar $tnictural , ,{ OBSERVATIONS �Ite F� General j LAND SURVEYING €N as � The Cape Cross Roads Complex was developed in the 1970's as amulti-family dwelling ' C condominium complex. The structure under investigation is one of six buildings located on the site. F �� � � P g g j �CoNstnTAtvTs, The building contains 28 units and has a building footprint of approximately 11,385 square feet. The yY •s3'�l,,rY.,,m a.r�.rr, ray P_ r,�."'y .� i existing building is a three story,wood frame structure with interior.masonry party walls separating the individual units. The building is supported on a cast in place,shallow concrete foundation with a COASTAL Ii1VGIlVEE1ttNG concrete slab'on grade at the first floor level. The elevated floors are constructed with gang nailed i 5ewsts to help our x a Rood floor trusses.The roof is framed with fabricated wood trusses.With exception to modifications dieateaclueve ? made to the exterior and decks,the existing structural framing system is in general conformance with 1s k the original building plans prepared by Phillip John Burne,Architect. goals Weo thte b➢ , T understandingout- :mod . �, According to information obtained from town records,a fire broke out in the early morning hours of } sYinderatandui they „ §d November 26,2001 at the top floor of Building No 4 in the Cape Cross Roads Condominium n g Complex' The fire quickly spread to adjacent areas through the roof attic plenum The,fire spread to R� 'i. °lssueB that aCt their t 3 y , ; i ad acent units but was impeded from further ro ession b the.efforts of Fire De artme:nt ersonnel. QR'Nprotects,and bq � t Fire and water damage is concentrated to twelve units located m the northeast wing of Building No.4 �M providing apptoprlate� a M � A' with peripheral smoke and water damage to the adJacent units,,The top four units of the wing rfA, ultit% enguieertug t '15 are demolished down to the third floor with only the masonry party walls remaining. The remaining and surveying, ,° , oluctons s eight units, on the lower floors are stripped of interior wall and floor finishes exposing the underlying structure. 4. i Cape Cross Roads Condominiums Page 2 February 2002 Wood Framing The existing building is framed with fabricated wood trusses as described above. The typical floors and roofs are framed with gang nailed trusses spaced every two feet. Floor trusses are seventeen inches(17")deep and span the twenty-three foot (23')building width. The framing is supported on load bearing stud walls on the exterior face of the building and on the masonry party wall that separates the individual dwelling units.The wood floor trusses appear be bottom chord bearing at both ends and are set into pockets formed into the masonry party wall at the interior wall support. The truss ends do not appear to be flame cut at the masonry bearing pockets. There is no evidence of fire blocking noted between floors and the masonry pockets supporting the floor trusses appear to have compromised,the integrity of the party wall(see Masonry). Also,the 5/8"sub-floor is compromised by the many cuts and access openings apparently made to the deck over the years. The wood truss roof structure and the corresponding bearing stud walls on the third floor of the east wing sustained most of the fire damage and have been totally removed. Extensive fire,water and smoke damage was sustained in the four top floor units of the east wing. The lower floor units in the east wing sustained extensive water and smoke damage as well. Adjacent units in the complex sustained incidental smoke and some water damage and the remaining units throughout the rest of the building,to a lesser degree,received some amount of smoke damage. The remaining second and third floor trusses in the east wing units inspected appear to be in good condition. The truss chord plywood gusset plates are intact with little indication of adhesive or nail failure evident.. As mentioned above,the lower floors of the east wing have sustained quite a bit of water damage from the fire extinguishing equipment that was used on the day of the fire. Exposure to the elements in the ensuing months has also contributed to the overall dankness and mold growth that is quite evident throughout the affected area. Masonry Walls C:Bui, ding ontains twenty-eight dwelling units,a laundry room,and a general-purpose room.Each floor is sub-divided into ten units per floor and each unit is separated by a load bearing masonry firewall that provides fire separation between the units. The masonry wall terminates at the top plate elevation of the third floor wall. A gypsum wallboard in-fill partition extends from the top of the wall plate(bottom chord truss bearing level)to the underside of the roof sheathing. Concerns were raised regarding the structural integrity of the remaining masonry walls,their ability to function as bearing walls and their suitability for reconstruction. A visual inspection was made of the exposed block wall areas of the remaining construction. The masonry walls appear to be unreinforced.Several block cores were inspected for the presence of water. Mortar joints were examined for physical defects and probed with a tool to verify the strength of the mortar. Overall,the concrete masonry units appeared sound. Other than some surface smoke stains on the upper floor units,there is little evidence of fire damage to the remaining block walls. Some of mortar joints on the upper levels were powdery,but were generally tight beyond the surface depth indicating good performance of the masonry construction during the fire. Numerous penetrations-were observed throughout the building. Penetrations for electric boxes,conduit,plumbing penetrations and floor truss pockets may have compromised the integrity of the masonry wall to properly function as a fire protective element. The masonry party walls are typically only braced on one side because the framing changes direction on either side of the party wall. The masonry party wall is therefore only braced at the floor trusses bearing points potentially rendering the masonry wall unstable in case of collapse under future fire conditions. Decks Exterior decks and stairways are the only means of egress from the upper floor units. The decks and their associated stair and guardrails are constructed from pressure treated materials. Framing on the upper floors sustained the most damage,but this was generally limited to the decking and handrails. „s^t Cape Cross Roads Condominiums Page 3 February 2002 COMMENTS General Overall,the existing structural framing that was not damaged by fire is in relatively fair to good condition. For the most part, structural elements that were damaged by the fire were immediately removed and exposed areas covered with tarpslfollowing the initial event. Most of the damage to the remaining structure is related to water damage and exposure to the elements in the ensuing months. There are also several exceptions taken in the original construction that will require remedy during the reconstruction. This is generally related to building code requirements. In general,the remaining structural elements are salvageable and suitable for reuse in the reconstruction project. New construction must comply with current code requirements or with approved code compliance alternatives where compliance with current requirements is impractical. Wood Framing The existing gang nailed floor trusses on the second and third floor level are in good condition. The end bearing condition of the wood floor trusses appear to have not been constructed in accordance with the architectural design plans. The floor truss conditions observed appear to be fully embedded bottom chord trusses. The typical truss end bearing condition as depicted on detail 1 of sheet Al l inuieates a top chord bearing into the masonry wall pocket. The.design,as intended,would in effect act as a"fire cut”that is required by code for all timber framing into masonry wall supports(780 CMR 2305.6.4). The truss end bearing condition,as built,would not meet the code requirement for firewall construction that is intended to ensure structural stability of the fire wall(780 CMR 707.1). One remedy to this situation would be to construct a new interior load bearing stud wall on the inside face of the existing masonry wall. The floor trusses can then be reworked to free the up the end bearing condition and thus allow the collapse of construction on either side under future fire conditions without collapse of the fire wall as required by code. Regarding the effect of water damage on the remaining structure,exposure to water and moisture infiltration does not seem to have had adverse impact on the structural integrity of the building. Long term exposure will obviously have detrimental effect,but in the short term,such impacts are limited to warping,swelling or distortion in the structural framing due to the increased moisture content in the wood framing elements. Gang nail fastenings,nails and connectors will have to be more thoroughly examined during the reconstruction,but for the most part visually appear to be intact. Where encountered,loose or corroded fastenings will have to re-secured or else replaced with new materials. A new sub-floor sheathing overlay on both the second floor and third floor is recommended to reinforce sections that have been previously compromised and to compensate for delamination of the sheathing plys as a result of the moisture exposure. It is also recommended that dehumidification equipment be brought in to dry out the wood and inhibit mold growth. The exposed structure will also have to be cleaned and treated with a suitable mildecide or fumigant to remove the mold and mildew growth that has proliferated throughout the building. Masonry Walls Experience has shown that concrete masonry possesses excellent structural and barrier protection even in severe building fires. According to tests conducted for the Portland Cement Association,concrete masonry shows no appreciable loss in strength from conventional single fire exposure. Industry test reports suggest that masonry walls can withstand one severe fire without replacement,and still be able to perform structurally in case of a second severe exposure. Additional testing for strength is not therefore required. Masonry mortar,however,may deteriorate from long term exposure to heat. Industry research suggests that damage can occur to masonry cement mortar from fire. Apparently,the heat dries out the mortar by liberating the chemically bound hydrogen in the cement matrix and converts the calcium hydroxide into calcium oxide. The resulting powdery substance has lost its adhesion and ability to bond the individual concrete masonry units. Fortunately,mortar deterioration is solvable through repointing. Regarding the deficiencies noted in the original construction,it is recommended that such deficiencies be remedied as part of the overall reconstruction plan. This would include reworking the wood floor truss end bearing conditions,filling in voids in the f rewall,protecting penetrations and installing proper anchorage at each floor level. New sill plate anchorage at the roof trusses and masonry reinforcing will also be required. Cape Cross Roads Condominiums Page 4 February 2002 Based on our visual inspection and review of industry research,it would appear that in-situ repairs may be utilized rather than resorting to complete removal and replacement of the existing masonry walls. It would therefore be our recommendation that the existing masonry walls be repaired as follows: • Remove the upper three courses of block and replace with new reinforced masonry units. • Install a continuous reinforced bond beam at the upper block course. • Rework the existing floor truss ends at masonry bearing pockets and install new load bearing stud wall to independently support the existing floor framing system. • Fill in voids in the masonry wall and properly protect any penetration through the firewall. • Extend the firewall to the roof or else install a code compliant fire wall extension from the top of the masonry wall to the underside of the roof sheathing as required. • Repoint loose or deteriorated masonry mortar joints. • Drill weep ports at the lower level block course to drain any moisture accumulation in the block cells. Decks Since the damage to the exterior decks was limited to the upper story,only those elements that were obviously damaged by fire will need to be replaced. Any new construction must conform to current code requirements. SUMMARY The northeast wing of B,uilding-No:-4 sustained-extensive-fire-damage-to the upper floor.The third floor walls and roof framing suffered 100%loss and have been demolished to the th ri d floor framing and require new construction.The lower levels have sustained extensive water damage and deterioration from exposure.Repairs and improvements to the existing construction will be required to remedy deficiencies in the existing construction and to mitigate deterioration from water damage and exposure to the elements. New work must be done in accordance with current code requirements or with approved code compliance alternatives where compliance with current requirements is impractical.Details of construction are beyond the scope of this report. Respectfully submitted, COASTAL ENGINEERING CO.,INC. John A.Bologna,P.E. JAB/dlb Cc: Tom Perry,Town of Barnstablet Jim Steidler,J. K.Skanlon DAD0C\C15600V 5616\Fire Assessment Report.DOC JRN.31.2002 4;B1PM BRYSI E ELECTRIC 110.142 F' 2i4- CROSSROADS coND�mINIL-m$ HYANIV'IS,1 SAMISETTS ELECTRICAL SURVEIV PERFORINIMD JANUARY 29,2002 i Existing Condition Service to the building ordinates at NStar Electric,$Pad-Mounted transformer on site at the southeast end of the bt.ilding, Service entrmce conductors run in underground conduit►o a 1200 amp man breaker trmination enclosure of the meter center located in au electric room in the co unan grog at the first floor. Four#70GMCM aluminum conductors are installed i each of the three 4-inch service conduits.Service is rated 1200 amp; 1201208 volt, 3-pbae,four-wire. Branch meter/breaker devices include three columns of four vertically stacked meters to tbe left and right of the mip device and wl additional two columns of three vertically stacked meters at far righti,The house panel and all three-bedroom unit loadcenters are fed from 200-atnp,2-pole'breakers at tllo meter center;two-bedroom unit loadcenters front 150-amp, 2-pole break.=. Feeders are type sE alumizum:.able-0#4/0 and 4 210 for 200'=p and 1 50-amplloadcenters,respectively: Meter center and apartment loadcanters are manufactured by Federal Pacific Electric(my Br.0.012 circuit wiring originating at the house panel and apartment loadeenters is nonmetallic-sheathed cabl'F(Romer,); eonductars are aluminum. The entire wiring system in is grounded Tl a building is totally electric and includes baseboard heaters,hot water heater and range,in jaddition to lights and roceptacles,connected to respective apartment loadcenters. Limdry facilities arc in the common aria at the first floor and connected to the house pa3�ol. i Interior lighting system is�acandescent wltb the exception of fluorescent in the common arcs at the first floor,and cabinet lights in kitchens and wall-mounted fixtures above lavatories in toilet rooms. Local wall awitel%es control all interior light fixtures, Additionally,wall sw are installed at the entrance to each living room and bedroom to control the top half of ode duplex receptacle. Exterior lighting is incandescent type and is controlled by time clock. There are no interior corri�ors. Exterior wal mays and stairs are not provided la with emergency lighting fixture. There are no exit signs izxttuvs to identify directions of egress. The building is equipped�th an automatic and manual low-voltage,supervised Ere alarm syatdtn with battery tandby power,Fire Control Ttst rums (Fp is the manufacturer of the syatei4. The system has four zonal eut, South,west and north. Actuation devices include.i anual pull stations,smoke detector in the electric room, and heat detectors in living rooMs at the apartment entrances. Single-station aitloke detectors are located in halls outsidebedroom areas. There are no audio or visual signaling alarm devices. The cyst=is ccn nected via a Silent Kxdght automatic dialer for automatic t i 90 3EAVd r�t��Nh��. :�c ���eGfi >3E�5 Ts:V T ZOOZ/VO/Zo JAM.31.2002 4:32PM BRYSirt ELECTRIC — -- — NG.142---P.3;'4—•- C'cossroade Cow miuturm—itulQing#4 Hyannis,Massachusetts $lectrioal Survey Jamul,29,2OL12 i alarm transmission to a G trAl Station upon,alarm condition. The system is also oonrteotad to a remote pe estal annunciator on site to.ide2j°tiff,the building in a,,aTm condition. The system is iced with 1_irnited energy cable. There is-Io sprinkler system in the building. Telephone service to tho twilling is underground and terminates at an equipment backboard in the electric r�som at the first floor, it appears cable tolevision was not instated at the time tLe b ' ding was constructed. Service was subsequently run underground to a fibergks s enclosbue Q e building, Exposed cable is n else we routed from this enclosure�via an exterior terminal box into the building There is nod to network cable in the building. ERADU Is Review& Re'�ammen$ations i Evidence of water damage was observed in all areas with the exception of the three- bedroom units at the south and of the building, Consequently,the entire electrical system in the threa-bedrooms uriti at the north end of the btuldin&in all two-bedroom units and in the common area of the buildiag should be removed and replaced with new. Sm-&a conductors from the pad- ounted transformer to the building and feeders from the meter venter to the three-bedroo units at the south end of the building should also be removed and replaced. There have been many M20achusetts Blaetr�:cal Code and State Building Code changes since the building was catt�lmcted. All new work must comply with the now roquir=ents including thelfollowing; " Electrical equppmnr t must be installed in dedicated spaces and include proper clearances. (There ire water and waste lines presently running tbrough.the main electric room, Exis ling apartment loadcenters are installed in utility closets within livkag units, Accost$to panels is restricted " The use of 1 S-amp I Md 20-amp aiucninura cable for branch wiring is not allowed. (As previously notes all branch circuit wiring in the building is presently aluminum.) Ground fault protec 'on is required for receptacles installed in kitchen and toilet rooms, (Stmdard r eeptacles are currently installed) e Lighting installed i�common areas and exterior lighting must comply with the Energy Code—A ti le 13 of the Massachusetts State Building Code. Ot is highly unlikely that poor a cieney of incandescent fiXtttres along exterior walkways and stairs achieve comp iance.) Emergency ligbtmg must be provided in the common area,corridor at the tint floor and at exterior walkways and.stairs. A minimiun fighting level of one foot» candle trust be In �}twined at the floor during commercial power outages. (As previously noted,ndne exist.) " Lutarnally illuminat d exit sign fixtWes must be installed to identify access to ©greases. (As previ usly noted,none exist.) Page 2 of 3 ,�e 39Vd NV-1HV'S Nf BEGOOt g aq TP:r T 7RW ibR 17R JT 3i.2P'82 4:32PVi BAY SIDE ELECTRIC'- - — - — — -- — N0.142._,}'.4/4 Crossroads Condomiuiums—4nilding#4 Kyatmis,Measachusetts medical Survey January 29,2002 ' Are-fault circuit interrupters must protect[allTbranch circuit�eerviag receptacles in dweIling unit bedrooms. (Receptaoles in bedrooms` s Protection.) do not currently have this ' Single station smoke detectors must be installed within each bedroom. (None currently exist.) Manual flrc alarm ull stations must be installed within five foot of each egress point&am the Hoar. (They are not currently,) • Audio/visual devides must be provided to alert occupants upon any&lam condition. (There tare none prescnCy.) In addition to requirements for compliance with current codes,Jo al fire department and lutWty coMPany requir - must=b&Mat3�:NStar LYeo 3c currently requires an exterior doer icading`directly i!atb a eleetric_room_to_acGesa electric l s�eryioa-quire a nefor raetex roading-Since the redepartinent ie:tho tip]authority havi jurisd'eti n er the �ro_aiatrn`inatallatlen,the tem dtaip rriust moet the dopargrtqnt's approval. Instruction-'from M fug d artmeut to; of the buitdaupgrade�the-f�r-c-allrursYstelli�4140!Uifdi section ng,where � iwe of water damage wag oer�ed;should beYaricipated. Rlacingsyatem devices tTiis section would assure total=camaati:bility with new egw,`pment=and overalls .st - — - —_ Y �m=guarantee, 3Inularly-it isihighly-lilcely tl,�t ttt`e Biulding Aepartment vvilt_requir�=t1�:nstalla*rora e�f e`a�e�rgemey;igbtng-and ex�-t-sign�ix=tures'for Cthe so uth s 49t7:Z Cost Est I I Esd=ted cost for remediallelectric work is$220,000,00. Cabling for data networking and In�tetnet i9 not included in the above figure,but Mould be considered in pl9rinin�a n v c0116truction, This will assmv that all wiring will be concealed and result in a cIau appearanco. I i I I Pogo of 3 - 39+Id WINCOS ><* 86600179309 TC:t T 7-.AA7/tA/7.A r. •,} .c i r, � •-i'fa �'"fe ._ �..•. a x,«s� t��+i,",,�+"Y�.;;.;• '."rr}r-tti �:ti�%�..:.,+^G�:s-'ra � _ ' r ,:„, .f•.,.._,.,�„^r. .;,.r fit..-., e � -..wsn'++' tilc.ah.._- v f'r r '-�! t .,�. "N� `. (,w� yannisf ir,{e Department r t �, ,BS AB L1 8N Fo l" 1 3 0" / , —T` L 4j 95 H gh S5hool Road Extension -n jIFEWF Hyannis MT chusetts 02601•- 5-' 1896 Phon�(508) 775-1300` Facsimile:(508) 778-6448 1 To Report an Emergency Dial 911 or -77-5-27323 Property Inspection Report Form Business Name:_ ('A e( C R."�SS kwb cb�hS Phone : 1 Street Address : %1) GeA f-Sts4 l vk L'D�r fe- Sprinkler System:Yes - No PSI / f Can System.be Pumped When Shut Down? Yes No r FDC Location :,Side Near: EEC'' S Q)c Cc� ` Shut Off Location : Closest Fke Hydrant:Location :vw' fire..Alarm System Yeses No Monitored by Hyannis Fire : •�' Annunciator Location : Side Near: SST ';V a>C ('t ¢, ` Main Panbri-ocation : � ' Suppression System(s) Yes No t"X Last Inspection : Key Box:,Yes -i' No Location :Side Hear : (##=Violation, **"Notes, O Uncorrected, �l=corrected) Reinspection Date: vt • S�Z. fit.l.�`"` ,.��.c, �-=�� ��s s G��,-�.I .I , NAW PU!�-Ssu2.1' �tj Ts L6 / �. big-( S-q" 7 " � „c. SK�N1 �� pow€ tow } 1 ��� �s ,�,` k Inn �.. Kcv'cOvr-Par,% kr�Tr< s U Sao (5f' t-Ct.F>O) .✓ sa " SQ�«, �� � � sibs �t- s�� , s - 4. J�S`� •.�cr��.c�l.: �'��.��' 'P�1`1 K"s1TiAtJS.' ���'�-1- I � (7�'� y` =c�,� C�21 . Sf 1'� �►.ik�(�1 . Cu`R zCl i-,r�4'T��►J� Fire Deot. Inspector : �`� yg.Lc. V�J6((- Date : 1 a�LSr/d am Occupant: Phone : EMERGENCY CONTACTNUMBERS' 1. Phone : 2. Phone : �. 3. Phone : White: Fire Dept. Canary: Reinspect Pink:Property s• rTl(% � o s all ���Y01�� , . ...,,,,,,,i+d`Y,vtic('4tµ,.�h yr.' 3+, •r. 6ti'Ss ti.", "r;, ..i .. :i M. ff; t`,i`> 7ti -0t"- ,y., .aF.y,•d.r'`'r ETA'S'rfw,.^'tr• i -r "'+ X+` AN Hyannis Fire Department 95 High School Road Extension Hyannis, Massachusetts 02601 1896 Phone: (508) 775-1300 Facsimile: (508) 778-6448 l To Report on Emergency Dial 911 or 775-2323 Property Inspection Report Form Business Name: 2. yl�- Phone : Street Address : Sprinkler System :Yes No PSI / Can System be Pumped When Shut Down? Yes , No " AFDC Location':Side Near Shut Off Location : Closest FireHydrant Location : Fire Alarm System : Yes No Monitored by Hyannis Fire : Annunciator Location : Side Near: : ' Main Panel Location : Suppression System(s) Yes No Last Inspection : Key Box.Yes No Location :Side,-,. ZNear (##=Violation, **= Notes;"=:7'Uncorrected,4=corrected) Reinspection Date: r�.v��PC % W t�i��r t ' .i�S u� i�.+ Inc�Tck4-iCt►� 'f�r tl�' C1�C�.1�'y I y`N a'� . I ��/N��a'��/'';r''t�J�,P�c'C� U q (�q�/� 4 f F E I y y Fire Dept. Inspector: 1�1 • �;~, i61 Date : Occupant: a Phone : i EMERGENCY CONTACT NUMBERS 1. Phone : 2. Phone : 3. Phone : \ White: Fire Dept. Canary: Reinspect Pink:Property "�� Hyannis Fire De 'artment F } �9t pe a eHFo ^l i 1 .1 .,i P-,. �y . 95 High School Road`Extension 9 In Hyannis,''Mas ochusetts 0260100 ' 1896 Phone (508) 775-1300 ~ Facsimile--.-' (508) 778-6448 1 To Report an Emergency Dial 911 or 775-2323 Property Ins ection Report Form Business Name: Pltf�t 36 C' _ Phone : Street Address Sprinkler System :Yes No PSI / Can System be Pumped When Shut Down? Yes No -. FDC Location : Side Near: Shut Off Location Closest Fire Hydrant Location F Fire Alarm System :Yes ; No Monitored by Hyannis Fire : 1 �` Annunciator Location : Side Near: Main Panel Location : Suppres ,System(s)Yes No Last Inspection Key Bo7x.; = No Location :Side Near: (##=Violation, *,*'= Notes, O= Uncorrected,-corrected} Reinspection Date: 1 ti-4 y,► e, t� 1 i(1 2o1a% v-4) , N6v 1h ( \t:a/ '3F '�o fvc&CL s I . it Ito lo'Y .� Cr �Ftw S17,+P,P two 1 �, �W � �i"Q.� S1Z?�Pr�1C.�• r 1 .� . r a ' Fire De t. Ins ector : \,J� 051, Date : P P Occupant: Phone : EMERGENCY CONTACTNUMBERS 1. Phone: 2. Phone: 3. Phone : White: Fire Dept. Canary: Reinspect,:,: Pink:Property. ..-r . -. -r. .. - .. .. .- r •� . � -_'s. .�^'Sryrr xr''r .....-'"o-*.. 'i-^ .-. ."aa„ .,.ti. .. R J, Av �. AN Ayp�nnis fir.�ey Department_� �� ! � ?'•( 1, �• .1-3 � f .,! uj 95 High School,Road Extension In Hyannis, ,Massachusetts 02601- .00 1896 Phone)(508) 775-1300 Jacsimile (508) 778-6448 , 1 To Report an Emerge"Dial 911,or 775-2323 Property Inspection Report Form Business Name: 0 CEMSO OkIS Phone : fl Street Address : AhQ 81 AXSES WPAY W(L-DI Nb - -- Ro Sprinkler System :Yes No PSI Can System be Pumped When Shut Down? Yes No FDC Location : Side Near: Shut Off Location : Closest Fire Hydrant Location : Fire Alarm System : Yes No Monitored by Hyannis Fire : t Annunciator Location : Side Near : ` Main Panel Location : Suppression System(s) Yes No Last Inspection : Key Box:Yes No Location :Side Near: (##=Violation, **= Notes, O= Uncorrected,4=corrected) Reinspection Date: r " I I I I I Fire Dept. Inspector : L-1 "100A0 CAAAC E , ,,,.. [ Date : %l 12 0 1 OZ- Occupant: r Phone : o EMERGENCY CONTACT NUMBERS 1. Phone : 2. Phone : 3. Phone : White: Fire Dept. Canary: Reinspect Pink:Property TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION CON Map ncAai Parcel D Permit# Health Division Date Issued Conservation Division Application Feed Tax Collector Permit Fee T42 Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address X Village Owner AddressCb Telephone ,�' �,� 1 .�P� ✓ o�/ii��l,, �� / A-44 Permit Request d Qor�-4-��W Square feet: 1 st floor: existing UD proposed_� 2nd floor: existing MO proposed Total new C) Zoning District cF52JV" Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's High ay: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other o Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) C:_,i _ Number of Baths: Full: existing new Half:existing &3 new a Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room,count OQ x Heat Type and Fuel: ❑Gas ❑Oil ❑Electric: ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION k Name �L�ns��n�� ��,«,L ��ir,��r� ��Telephone Number <-ekl f X Address��� AoG i111X W License# CS 150/ /mac �. 41,(5S Home Improvement Contractor# Worker's Compensation# k ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l`/tiJ is �S�C <Svc�sl� /QhIT X SIGNATURE DATE S d f r o FOR OFFICIAL USE ONLY PERMIT NO. +DATE ISSUED -I • r ; � � 1 ?• i MAP/PARCEL NO. ADDRESS `{ /' �' VILLAGE , OWNER i DATE OF INSPECTION: FOUNDATION, i.YRAME INSULATION ` FIREPLACE f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT-' - � r . ASSOCIATION.PLAN-NO.