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HomeMy WebLinkAbout- Consultant Review - 740 TURNPIKE STREET COLLOPY pAT ENGINEERING CONSULTA65 Ayer St. - ������G� �OB�O• METHUEN, MA 01844 PU F' f PROJECT 15+ C'0 'e W14514 LOOATION Tel/Fax (978) 685-8069 O Ttj 12N PIKE ST'� ,q,ugoV O CO TRACTOR OWNER TOG[�'T T Co N STR. p O WEATHER TEMP. oat AM 13 L D nl Ad V F,� 71" ul PJ c= F 1�12T"jf / "� "`-°at PM 2 G y� Y� L PRESENT AT SITE /vo. ► I/r?v'➢� ScrT6,, / lVJ pry u C 1�r F 1A) THE FOLLOWING WAS NOTED; •• SAX. c-�L V C R.7"S^- / > /I/•�/Gir .� ,- Pl J �,% N 3.l["'�+ fi CJ(,-(f�.'_. "� r/ !I..-r h /t°-•% f"'C?�,� ��,a.'iV i>�J�/ ! 42 , 1 G�� :�,NJPr-t•'i r- .D RAJ {)-LL 6'i L F 'f2 Inc,( C�Lvr./xT` L:T' f U 'Ue. CvLVr1l '7` '/� P,'.//tN)-) B L pc, Lc,c,A7/c�w l J o f S p t3 rt F:-,P Z3 -'— _ of n r- res 1-2- /_ /�C->c�/�//�C� ` r 1`^�l `gym rNA L N .56 o-rT Carv,:�7A TUPY( �� � �0�1r COPIES TO S I G N E "�' LC i i i i Cott (jf(} } DIVISION OF SCOTT COMPANY February 8, 2002 Mr. Robert Nicetta, Building Comnnissioner Town of North Andover Con-munity and Development Services 27 Charles Street North Andover, MA 01845 Dear Mr. Nicetta; In response to your letter dated February 7, 2002, I apologize for using the term "antifreeze" in regards to the mortar accelerant Fast Set. Fast Set mortar accelerant is a permissible admixture as rioted in Koch Arcbitects' letter dated February 8, 2002 (attached). Scott Construction Co., Inc. has constructed the masonry walls to the architect's specification under his direction and to his satisfaction, please find weekly field reports attached, and to the Massachusetts State Building Code. The existing masonry walls have horizontal wire reinforcing as required and vertical rebar reinforcing in the areas where grout has been poured. Vertical reinforcing and grout not completed to date is to be installed on days when weather permits under Mr. Koch's direction. Cold weather procedures have been followed in the following manner. On extremely cold days, the masons have not worked. On nights where the temperature will be below fi-eezing, masonry work has been tented with polyethylene and heated. We have removed the construction signs and will apply for a temporary permit as of this date. We have also removed the owner's "coming soon" sign and notifted them of the need to apply for a temporary sign permit. RECEIVED FEB 7 2002 BUILDIN(13 DEPT. 395 Main Street Salem, New Hampshire 03079 12 Rogers Road Wardhill, Haverhill, Massachusetts 01835 Telephone: (603) 894-4942 (978) 374-0034 Fax: (978) 373-6944 Cott i Or tructi6q, Co., inc. Mr. Nicetta February 8, 2002 Page 2 I trust this answers your letter. Should you have any further questions or concerns, I call be reached at 978-374-0034. Respectfully, /auriceMichaud Senior Vice President Att. Nicet1al020802W 16 02/08/2002 10:53 FAX 978 356 9171 KOCH ARCHITECTS -344 SCOTT CO a 02 I Robert Nicetta, Building inspector TOWN OF NORTH ANDOVER Community and Development Services 27 Charles Street North Andover MA 01 B45 February 08, 20M re: Mlster Sudzy, Car Wash 740 Salem Tumpike, North Andover MA Dear Mr. NlCeita, Upon your request I am writing to state,that the masonry mortar aoceierant FAST-SET, manufactured by Illinaia Products Corpora an, has been approved by us as a permissible admixture to allow cold weather instaifation of masonry at the above referenced project.This product is NOT a liquid antifreeze, which was specfficslly ldentifiW in our specifications as inappropriate for use here. S}ncerely. 1 � �R jkto��,. �Np.5Q5sy � � Ratner Koch Dip Arch (Lon) NCARB Cfih©f M Frincipai cc; Maurice Michaud. Scott Construction Company 36 tax Road. Ipswich, Massachusetts 019ss-2532 telephone: (978)356 5055 facsirrri}a: (978) 356 9171 electronic: koch.archltecisOverizon.not - i FAST-SET has been used success �®��ar ® ��q��ds, ful for over 24 ear fr m _ FAST-SET has � � ,years o coast to 1r coast. On jobs where it is impractical these advantages: I to heat all the materials and corn- pletely protect and heat the walls, FAST-SET is:your best bet for cold weather construction. • pre-measured quantities---- less mistakes, no waste , i • r?o empty drums or cans l to dispose of Illinois Products Corporation 737 N. Paulina Street • no partly filled drums Chicago, Illinois! 60622 to haul back (312) 252-0345 « no valves to handle, lose, ` Specialists in products or damage for masonry and oncrete F it F y A�' L a • no messy spillage—no waste •-no rusty, leaky drums Distributed b : h 7 saves space—takes only Y /a the space of liquids • saves handling weighs only iasr-SET '/a as much as ligUids }}" • one bag gives the chemical action of 1/2 gallon of most ' liquid "anti-freezes" I. What is FASTSET? dense, non-absorptive� unit that will How is FAST-SET mixed? FAST-SET is the original powdered, set- "swim" or "float" on a rt�ortar bed unless .accelera The pre-measured contents of the plastic ting admixture for mortar:� It is the mortar starts to stiffen earty)Without bags of measur measurFAST-SET are introduced into the pre-measured, white, dry powder exactly -FAST-SET in the mortar,'"floaters;" glass rptive brick can block, stone and low abso mixing drum just after the initial mixing , proportioned for each mortar batch_ Each water but prior to pertland cement arxtlor portion is packaged in a polyethylene bag be a problem in fall and spring as well as mason cement, and sand. FASTSET with printed instructions_ winter, masonry dssolves rapidly. What does FAST-SET do Are the physical properties of Cold weather between 320 and 150 for mortar in cold or FAST-SETmortars known? For portland cement-lime mortars: freezing weather? Yes- Independent laboratory reports show Use 2 bags of FAST-SET with each that FAST-SET speeds the setting time of bag of portland cement. FAST-SET speeds the chemical reaction mortars to a considerable degree. Other For masonry cements: between portfand cement and water. This tests show that FAST-SET does not con- Use 1 bag of FAST-SET with each bag causes the mortar to set faster and in- tribute to efflorescence, nor does it of masonry cement creases the early_ strength development. change the color of colored or gray mor- This faster set and its accompanying heat tars. Additional tests cover compressive o generation help provide protection against strength and shrinkage. Complete reports Temperatures m ee weather and floaters in warm frost damage in freezing weather. The re- are available upon request. er suit�is that masons proceed in a normal Use up to 2 bags of FASTSET for manner in cold weather with iess concern each bag of Portland cement-lime about frozen mortar. With no delays, Why do architects approve mortars and up to 1 bag of FAST-SET y , pro- for each bag of masonry cement. duction rises_ the use of FAST-SET? FAST-SET was the first product of its kind sold in proportioned bags.These pre-mea Is FAST-SET an anti-freeze? sured quantities are a built-in positive No. FAST-SET will not appreciably lower quality control. Consisten y from batch to Are there lir'nitatioRS? the freezirg point of mortar or water. batch with FAST-SET is easy for the archi- FAST-SET does not eliminate the need for FAST-SET will raise the temperature of the tect, contractor, and the rr an at the mixer. common sense, good construction prac- mixing water as it readily dissolves and tires, and special winter precautions_ To then FAST-SET will act as a catalyst in the Why do mason contractors eliminate the possibility of corrosion, with reaction between Portland cement (or ma- prefer FAST SET? or without the' use of FAST-SET, proper sonry cement) and water_ construction practices call for solidly filling FAST-SET gives positive i control of the metal door bucks and window frames with amount of accelerator in the mortar, and tightly packed mortar, free of voids Is FAST-�SET used in the the consistency of the mortar is Whether FAST-SET is used.or not, it is rec- above-freazing temperatures? the same, batch to batch. Consistent work ornmended that the inside of metal bucks able mortar saves time. There are no de- and frames are painted with.a protective Yes. In aff weather, FAST-SET helps an- lays in waiting for soft spots in the wall to coating such as a coal tar epoxy_ FAST chor "floaters." {"Floaters" is one of the set in order to tool. There are no delays SET is not recommended for use with terms used by brick layers to designate a due to "floaters." structurally reinforced rnasonry. Architect's Field Report ARCHITECT CONSULTANT ❑ AIA DOCUMENT C711 FIELD Cl PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 11 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE TIME WEATHER sunny/clear TEMP, RANGE 28 deg F EST. % OF CQMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE 1, masonry installation at interior walls 2. wood guard rail Installation at top of entry drive retaining walls OBSERVATIONS t 1, masonry installed with mortar containg warm water and antifreeze 2, 40%of masonry wails installed 3. gaiv, steel guardrail posts installed at top of entry drive retaining walls INFORMATION OR ACTION REQUIRED 1. thermal protection of masonry is essential ATTACHMENTS .^< .... `I L'fin V f ✓' � r � n NO.J U.:F7 'c O 36 Essex Road, Ipswich, Wissachusells 0193a - 2532 h` telephone: t978) 3565065 lncslmlle: (978) 3569171 rot M OF vA AIA DOCUMENT C711 • ARCHITECT'S FIELD REPORT OCTORER 1972 EDITION AIAC7 r0 1972 THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., NW, WASHMGTON, D.C. 20006 ARCHITECT ❑ Architect's Field Report CONSULTANT ❑ AIA DOCUMENT C711 FIELD ❑ PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 10 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 01/30/02 TIME 10:00 AM WEATHER light rain TEMP. RANGE 38 deg F EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (f-, -} WORK IN PROGRESS PRESENT AT SITE 1, delivery of crushed stone for driveway stabillsation OBSERVATIONS 1, extremely muddy, inaccessible site 2. masonry rear walls installed, 3, key-stone detail and lintel coursing constructed, approved 4. steel lintels and W sections stocked on site 5, wood root truss delivery scheduled forFeb. 14. INFORMATION OR ACTION REQUIRED ATTACHMENTS t� APCI� r r No. 5056 o U4 , • 0 � �r. .14 rFI O F% 36 Essex Road, Ipswich, Massachusetts 0193B - 2532 telephone: (978) 3566065 lacslmlle: (978) 356 9171 AIA DOCUMENT G711 ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIAO" © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, '1735 NEW YORK AVE., NW, WASHINGTON, D,C. 20006 V YY NCR L} Architect's Field Report ARCHITECT ❑ colvsuLrnNT ❑ FIELD ❑ AIA DOCUMENT G711 E Mister Sudz Car Wash FIELD REPORT NO: 09 .PROJECT: Y- North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 01/22/02 TIME 9;50 AM WEATHER sunny TEMP. RANGE 44 deg F EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE 1, masonry installation at rear wall and openings OBSERVATIONS t 1. masonry side wail at tunnel compiete 2. CMU and mortar materials stocked on site 3. mortar mixing area enclosed and heated 4, completed masonry construction covered with thermal blankets at night 5. insulation and re-bars installed at wails INFORMATION OR ACTION REQUIRED 1, key-stone detail and lintel coursing (jointing) discussed. Contractor to build sample. ATTACHMENTS n No.505g o wG C-SSex Road, Ipswtch, Massuchusetls 0193B 2532 telepmw: (978) 356 9ks locstmlle: (978) 356 9t71 A€A DOCUMENT G711 ARCHITECT'S FIELD REPORT OCTORER 1972 EDITION AIA@ ro 1972 lfif AMfKICAN INSTITUTE OF ARCHITECTS, t735 NEW YORK AVE., NW, WASHINGTON, D.C. 20004) UVVNLK U Architect's Field Report ARCHITECT El CONSULTANT ❑ AIA OOCUMI:NT C711 FIELD ❑ PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 08 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 01/16/02 TIME 10:15 AMC WEATHER overcast TEMP. RANGE 34 deg F EST, % OF CO.MPtETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS PRESENT AT SITE 1. setting up staging for masonry installation OBSERVATIONS 1. site entry graded 2. utility lines installed 3. some CMU stocked on site 4. guard rail at site entry re-installed INFORMATION OR ACTION REQUIRED 1, provide as-built plan (surveyed) for foundation wails ,o E9 Aac/// ATTACHMENTS � $R h No.5.056 pL�gt74OF M�'��C, 36 Essex Road, Ipswich, Massachusetts 01038 • 2532 telephone; (978) 3565065 IacsI npe: (978) 356 9171 AIA DOCUMENT G711 + ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIAO p 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., NW, WASHINGTON, D.C. 20006 QWNER L! Architect's Field Report ARCHITECT ° CONSULTANT ❑ AIA DOCUMENT C717 FIELD PROJECT: Mister Sudzy- Car Wash FIELD REPORT NO: 07 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 01/09/02 TIME 9:45 AM WEATHER overcast TEMP. RANGE 31 deg F EST. % OF COMPLET[ON CONFORMANCE WITH SCHEDULE (4-, J) WORK IN PROGRESS PRESENT AT SITE 1. installation of electrical conduits from street to building 2. excavation and back-fill of electrical trench (in sections) OBSERVATIONS 1. main water line and hydrant installed and pressure tested 2, except for two at rear of lot, catch basins are all installed 3• some sand stocked on site for utility line back-fill INFORMATION OR ACTION REQUIRED ATTACHMENTS },� \• x � 1 fi I 4VIY 7 I` r kr Ft t}F M �� 36 Essex Road. IDswich, Massachus0s 01938 • 2532 lelephom: (978) 356 6065 lacslmt1ai (978) 356 9171 AIA DOCUMENT G:1I - ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIAt7 O 1972 THE ,\NtERICAN INSTITUTE OF ARCHSTECTS, 1735 NEW YORK AVE., NW, WASHIiNGTON, D.C. 20006 { OWNER t_.1 Architect's Field Report ARCHITECT ❑. , CONSULTANT❑ A!A UOCUNICNT G717 FIELD El PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO:. 06 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 01/02/02 TIME 10:00 AM WEATHER sunny I cold TEMP. RANGE 28 deg F EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE 1. installation of and excavation for water line from street OBSERVATIONS 1. main water line partially installed 2. interior of foundations backfilled and compacted 3, all troughs installed at sell service and later bays 4, site graded INFORMATION OR ACTION REQUIRED 1. upon electrical copmpany request, primary service with transformer to remain at oposite side of street and secondary service brought across street to building. GC electrical contractor to follow-up. ATTACHMENTS 36 Essex Road, Ipswich. Massachusetts 01938 • 2532 lelepnono: (97B) 3565065 lamimile: (978) 35139171 AEA DOCUMENT C711 ARCHITECT'S FIELD REPORT OCTOOER 1•j,: �0111U,N 1972 T1lE AMERICAN INSTITUTE Of r\RCHITECTS, '1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 OWNER ❑ Architect's Field Report ARCHITECT11 CONSULTANT ❑ AIA DOC mENT G777 FIELD ❑ PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 05 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 12l19/01 TIME 11:45 AM WEATHER partly sunny TEMP. RANGE 44 deg IF EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -} WORK IN PROGRESS PRESENT AT SITE 1. installation of street culvert through new retaining wall 2. grading at entry drive, delivery of fill 3, installation of formwork for drainage boxes in self service bays OBSERVATIONS 1. very muddy site 2. all site retaining wails complete 3. building foundations backfilled and brought up to near final grade 4. drainage lines (sewer, reclaim, drains) and tanks(including MDC) installed and backfilled 5. drainage trench at auto bay complete INFORMATION OR ACTION REQUIRED .�• . I'r;��tit�11 Aat;ylT� ATTACHMENTS .z •a No, 5Q5s r- 36 Essex Road, Ipswich, Massachusetts 01938 - 2532 lelephone: (978) 3565065 lacslmlle: (976) 3569171 AIA DOCUMENT C711 ARCHITECT'S FIELD REPORT • OCTOHER 1972 EDITION • AIA(- D 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C, 20006 A OWNER ❑ Architects Field Report ARCHITECT ❑ CONSULTANT❑ ' A!A DOCUMENT C711 FIELD ❑ PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 04 North Andover MA ARCHITECT'S PROJECT NO: 10823 BATE 12/12/01 TIME 10:15 AM WEATHER overcast/raw TEMP. RANGE 38 deg F EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS PRESENT AT SITE 1. installation of formwork for northwest retaining wall 2. setting of holding /recycling tanks 3. installation and connection of C.I, drainage piping to tanks 4, grading Q entry drive and foundation walls 5. coring of foundation walls for drain lines OBSERVATIONS 1. footings and foundation walls for building all complete 2. footings for northwest retaining wall complete 3. interlocking retaining walls complete and mostly backfilled 4. two concrete holding tanks installed 5, most foundation insulation installed 6. fill inside building brought up and compacted for forming of floor drain trenches/boxes INFORMATION OR ACTION REQUIRED r ATTACHMENTS , 36 Essex (load, Ipswich, Mm;achuselis 01938 2532 lelephone: (979) 3565065 facsimile: (978) 356 917t AIA DOCUMENT C711 ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION AIA° • O 1972 THE AMERIC:AN INSTITUTE OF ARCHITECTS, 1715 NEW YORK AVE., NW, WASHINGTON, D.C. :0006 OWNER Architect's Field Report ARCHITECT ❑ CONSULTANT ❑ AIA DOCUMENT C711 FIELD ❑ j PROJECT: Mister Sudzy- Car Wash FIELD REPORT NO: 03 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 12/05/Q1 TWE 11:00 AM, WEATHER Sunny/Clear TEMP. RANGE 59 deg F EST, % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE 1, excavation for northwest retaining wall 2. stripping of formwork from building foundation walls 3. installation of formwork and reinforcing for some sections of foundation walls 4. filling and compacting grade inside self service bays foundation 5. installation of fabric tie cloth, drainage and backfilling in lifts at northwest interlocking site retaining wall OBSERVATIONS 1. 75%of foundation walls poured, reinforcing and masonry dowels as per design 2. footings at front of laser bays just pored, keyway trowled 3. fill at northwest drive along building brought up close to finished grade and compacted INFORMATION OR ACTION REQUIRED 1. floor trench at auto-wash tunnel needs coordination due to specs of wash equipment supplier ATTACHMENTS %` �s� ARC y7rF locVC4 • al �Jb �'Z . n (TH of 36 Essex Road, Ipswich, Massachweils 01938 . 25332 telephone; (978) 3565065 Incslmile; (978) 35t5 9171 AIA DOCUMENT G711 ARCHITECT'S NEED REPORT •'OCTOBER 1972 EDITION AIA® © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE,, NW, WASHINGTON, D.C. 20006 OWNER C] Architect's Field Report ARCHITECT ❑ CONSULTANT ❑ A/A DOCUMENT G711 FIELD ❑ PROJECT: Mister Sudzy-Car Wash FIELD REPORT NO: 02 North Andover MA ARCHITECT'S PROJECT NO: 10823 DATE 11/28/01 TIME 10:00 AM WEATHER Sunny TEMP. RANGE 57 deg F EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE 1. forming for foundation walls at drive through tunnel 2. installing reinforcing at proposed walls 3. grading entry drive and backfilling southeast retaining wall OBSERVATIONS 1. site retaining wall Q southeast side of entry drive installed, culvert worked in 2. sewer line installed /brought back from road approx. 100' .3. footings for building installed except for approx. 60'at front wall 4. all bearing material either undisturbed or compacted as per specs 5. two of four stormwater storage chambers complete 6. northwest interlocking site retaining wall needs two additional courses to final grade 7. reinforcing steel stocked on site INFORMATION OR ACTION REQUIRED R no r + No.5055 36 Essex Road, Ipswich, !ilMachusettS 0193B • 2532 i©Iephone: (978) 3565065 lacslmtle: (978) 3569171 AIA DOCUMENT G711 ARCHITECT'S FIELD REPORT OCTOBER 1972 EDITION AIAO • © 1972 TIME AMERICAN €NS71TUTE Of ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 2-0006 GSD Associates 148 Main Street, Building A, North Andover MA 01845 Tel: 978 688 5422 Fax: 978 688 5717 Web: www.gsd-assoc.com Computer Aided Design • Architecture • Planning • Interiors • Development Consulting �d��1+tom October 3, 2002 Mr. Brian Darcy SUDZ Development LLC 342 North Main St. P.O. Box 3039 Andover, MA 01810 RE: Rt. 114 Car Wash Dear Brian, Per your request, I have visited the site on October 1, 2002 and met with the Maurice Michaud of Scott Construction regarding our most recent site observation report#4 dated 9-27-2002. Maurice indicated that they were in the process of completing the deficient items included in our report. A. The items that need to be addressed at that time were as follows: 2. The Structural Engineer provide a stamped letter stating that the masonry and the masonry openings have been designed in accordance with the building code specifically the seismic requirements. 3, Installation of a fire rated ceiling assembly at the ceiling above the boiler rooms. 4. Fire rated enclosure of the stairwell ceilings needs to be completed. 5. Fire rated and factory labeled doors and frames are required and are not provided. 6. Penetrations through fire rated assemblies and CMU walls from the mechanical room to be fire rated. 7. Removal of temporary wiring/or installation of Junction boxes at exposed wire connections. 8. Fire rating of the supporting structure of the stairwell framing. B. In response to the above list I have received a letter dated Oct. 1, 2002 from the Architect Mr. Rainer Koch generally stating the following: (See Attached) The doors are to be changed to a"C" labeled fire rated doors of 45 Min. (Set:c(;mment b 3low) The stairwell ceiling should be constructed to enclose the stairwell in a one hour rated enclosure per UL Design L522. The ceiling of the mechanical/boiler room shall be rated 1 hour per UL Design L522. Fire Rate around all pipes and conduits per UL Design W-J-1100 — Paint steel at support structure of stairwell with fire retardant paint, (See comment below) C. With respect to the Architects letter above, the following items need to be further addressed by the Architect . Doors are required to be rated for 60 minutes in exit enclosures per Table 716.1. The paint specified is a fire retardant paint and does not provide the fire ratings as required by the code for structures supporting one hour rated assemblies. The paint/coating system needs to be rated for 1 hour. — I reviewed these two items with Brian Darcy for follow up with the Architect& Contractor. D. I received a fetter from Sabbagh Associates, Inc stating that the building masonry and masonry openings were designed to meet the Massachusetts State Building Code. This item is completed (See Attached letter) E. On Thursday October 3, 2002, 1 again visited the site to observe the condition of the remaining items that have not been resolved. 1. Installation of the fire rated ceiling assembly in the mechanical room. 2. Installation of a fire rated enclosure at the ceiling of the stairwell. 3. Installation of 60 min. labeled fire rated doors. 4. Completion of the rated penetrations through walls and ceilings. 5. Removal of the temporary wiring and enclosure of wiring in junction boxes. 6. Fire rating of the supporting structure of the stairwell. Upon my visit the following was noted. — Installation of the fire rated ceiling assembly had not yet started. Installation of the fire rated ceiling in the stairwell had not yet started. Installation of the fire rated doors was underway and they are B labeled doors of 1 % hour rating. The frames are also stamped labeled 1 % hour. This item is completed Installation of the penetrations had not yet started. Removal of the temporary wiring and open wiring connections previously observed was completed. This item is completed. Fire rating of the supporting steel with a rated system had not yet started. Additional Items noted at this site visit which need to be completed. - No cross bracing was observed on the trusses above the self service car wash areas. — Existing cross bracing above the touchless bays had popped nails and were loose and not attached to the trusses. Exit Sign with emergency light was not installed in the upper floor area as shown on the plans. — Exit Sign with emergency light was not installed in the new mezzanine floor area. Emergency light not installed in the stairwell F. Therefore, based upon the plans submitted for construction to the building department including: Cover sheet- undated A-1 through A-5 dated November 6, 2001 F-1, F-2, dated November 6, 2001 P-1 dated Oct. 25, 2001 E-1 through E-3 dated November 1, 2001 and the use restrictions placed on the upper floor area use for storage only, and subject to the completion of the remaining items, listed in Paragraph E above, regarding fire rating of the ceilings, stairwell, and penetrations and the supporting structure, emergency and exit lighting and structural bracing of the trusses, this building is substantially completed and is in my opinion ready for occupancy. Sincerely, GSD Associates Gregory P. Smith, AIA Architect cc: Tom Laudani, Lou Minicuccl, Tom Kiley i ® Associates 148 Main St. Bldg. A, North Andover, MA 01845 Tel: 978-688-5422 Fax: 978-688-5717 Email: 9smithngsd-assoc,com Computer Aided Design ® Architecture ® planning ® Interiors 0 Development Consulting SITE OBSERVATION REPORT OBSERVATION REPORT NO: 4 DATE: 9-27-2002 TO: Brian Darcy, Tom Laudani COMPANY: SUDZ Development LLC. FROM; Gregory Smith PROJF T: Mr. Sudzy Car Wash, Rt. 114 N.Andover, MA-#0202015 PRESENT AT SITE: BRIAN DARCY, KIETH MARROW, MARK GRIFFIN, TOM KILEY, MAURICE MICHAUD, RAINER KOCH WORK IN PROGRESS: Construction of the building has progressed to be substantially complete, and interior equipment and signage is being installed. The purpose of the visit was to discuss the outstanding issues that remain, and to do a final review and inspection for the Owner. OBSERVATIONS: 1. Met at the site to discuss two remaining issues that I have not had adequate responses to from the Architect/Structural Engineer, and changes to fire rating assemblies and information shown on the drawings. 2. Scott Construction stated that they will have a stamped letter from the engineer specifically addressing the Masonry and the Masonry openings being designed to meet the requirements to the Building Code and specifically the seismic requirements of the code. 3. FRP panels on plywood have been completed on the ceiling at the Mechanical Room. We had previously brought this to the attention of the contractor that this was a deviation from the drawings showing a 1 hour fire rated ceiling. The Architect's Drawings indicated that the ceiling was to be 1-hour rated, and the drawings indicated a Gypsum Ceiling System and Underwriters Labratories(UL)-Design number L 502 for the rated Floor/Ceiling Assembly. According to the UL Fire Resistance Directory, L502 is a FlooriCeiling Assembly that has a number of requirements of which a gypsum ceiling, framing, and plywood dock with 1 inch thick floor toppings of various cementitious design options. (see attached UL L502 Specification. This UL L502 system has not been constructed from my observations in any area including the area of the stairwell. This cementitious floor topping system is also probably impractical, and a more modern assembly should be investigated. The FRP on Plywood is not indicated on this UL design. I am not aware of a UL rated system using this material at this time. In my opinion the ceiling system design installed should be changed or a new UL Design or other labratory testing certification needs to be provided for the system as installed. I would suggest that a possibility of UL design L513 may be more appropriate as a topping is not required if constructed according to specifications listed, Other fire rated systems that may be possible are Factory Mutual Research Corp. (FM) FC-172, or Gypsum Association (GA) FC5406 or(GA) RC2601 which uses a double layer of Gypsum Wallboard to obtain a fire rating without a topping. For pitched roof truss areas Wthout a floor deck UL P533 might also be possible. These are possible suggestions that should be reviewd and specified by the Architect. The Architect stated that this is not the intent of the drawings that the mechanical room be rated and that only the small area of the ceiling under the stair was to be rated. i However, I still disagree with his statement for two reasons. A.)The code requires a fire rated enclosure of Boiler and Furnace rooms per Table 302.1.1. There are clearly two large boilers/furnaces located on the new mezzanine area with two exhaust flues exiting through the roof. However, the Architect stated that there are not any boilers/furnaces in this room during our meeting. B.)The statement the Architect makes that the fire rated ceiling is only required under the stair landing area is not what the code requires. Section 709.0 Fire separation assemblies specifies the requirements for rated assemblies. In 709.4 Continuity, and in 713.2 Continuity, the code requires that the wails be continuous from the top of the fire rated assemblies below to the underside of the floor or roof slab or deck above. It also requires that the supporting framing of the fire rated assemblies be fire rated also, The concept here is that a 1 hour fire raters wall cannot be supported from an unrated structure. The condition that the Architect states is the intent of the drawings is not allowable by code since the fire rated assembly with sheetrock is only located in a 3'x3' +-section of the ceiling, leaving the rest of the supporting structure unrated. The top ceilings of the stairwells are also simarly not rated or meet the requirements for continuity as specified by the code in 709.4 4. The Boiler/Furnace flues penetrating the ceiling are required to have a V clearance to combustable materials. The blown- in insulation around this flue is up tight to the flue and should be protected by a collar to keep the loose insulation from touching the flue. The penetration should be installed through the fire rated ceiling per 709.0, and 713.0 of the code. 5. There are e,,,posed wires and Wre nut connections not located in a Junction box above the stair area with blown-in insulation hanging from these open connections. This was stated to be temporary wiring that has not yet been removed. The GC. should verify if this is temporary and remove it or provide a junction box in accordance with electrical code. 6. Doors into the fire rated stairwells are not labeled as required by Section 716.0 Fire Door Assemblies:and specifically 716,2.1 of the code requires that the labels be applied in factory, and not Feld applied as was the statement made in the field. INFORMATION OR ACTION REQUIRED: 1. The Structural Engineer provide a stamped letter stating that the masonry and the masonry openings have been designed in accordance with the building code specifically the seismic requirements. 2. Installation of a fire rated ceiling assembly at the ceiling above the boiler rooms. 3. Fire rated enclosure of the stairwell ceilings needs to be completed. 4. Fire rated and factory labeled doors and frames are required at all openings in all rated walls and are not provided. 5. Penetrations through fire rated assemblies and rated CMU walls from the mechanical room to be fire rated. 6. Removal of temporary Wring/or installation of Junction boxes at exposed wire connections. 7. Fire rating of the supporting structure of the stairwell framing needs to be completed at all levels of the stairwell. Sincerely, GSD Associates Architect cc: Brian Darcy, Tom I_audani, LOU Minicucci, Tom Kiley. 148� Main Street, Building A, worth Andover MA 01845� 9 Tol: 978 688 5422 Fax: 978 688 5717 Web: wavw.gsc#-assoc.corn C1 Computer Aided Design Architecture m Planning Interiors Development Consulting & Pt FU P P A r6eZ fop- s 350 FIR£,RWSTANCE Wllt(ToRY(nXIt") FIRE RESI5TANCE DIRECTORY(FIXRti) RE Rf SISTANCE RATINGS - ANSI/U1263 (BXUV)-C tinned — FIRE REin SISTANCE RATINGS - ANSI/U1263 (BXUV)—Carrfiriued 5, d Joists 2 by 14 in:, spaced 16 in, OC, firestopp 6, �'/al oard Gyppsum*- /8 in, thick, Sheets of it board (or lath) optional. Thickness to be 1 in. minimum, Ruildiny paper (ltei, iiistat d with tang dimension perpendicular to jo sts and fastened to p each ju with 1.7/8 in long, 6d cement coated T6iils spaced 6 in. OC. Floor Crete Systems, Inc,—Type H. Arir ricarr Gypsum co,—Type AG C, r1GX nr AG%-11, System No. 2 Hora Gypsum Ir}c—Type DOW, DDG2 DDDG3.or BG-C. Finish ftoaring� Ftaar Tvlipir:g tlixturo?=Fn rm col certtrate m, Canal' n.GypsuFtt Company,_,.-Typ?,SF3. IP-X1, IP-XZ, SCX, slix ar 40:1 by volume with water and expanded at 100 psi through rin/,l WRX. Mix at rate of 1.4 cu.feet of preformed foant to 94 lbs Type I Port Ce[otex orp;Type jtr 8, C, FRP . . ceir€ent and 300 lbs of sand with 5-1/2 gal of hater: Cast tEemsil� Continen l'Gypsurli;CompariyTypes CGl-1, CG-3, CG-5; Cr,-6, floor to mixture 100 plus or minus 5 ti CG3.3, CG 5; CG6 6, CG9 9, strength 1000 psi Thickness 1-1/2 in, pcf rain eamipres G C CGTC C Flastizell"Corporation of America—Type FF.. G-p Gypsum orp,.---Types 5 9, C GRES1 GpFS6 James Hardin psurn Inc Types Fire X, MaxV'. System W. 3 Lafarge Gypsum, piv: Lafar a Car Finish Flobrirtg—Floor.Topping Mix ture' -b.8.gaf water to 80 l LGFC G g p-TYpes LGFC3,,LGFC6; bag of floor topping rnixtum to 1.9 cu ft of sand, Compressi f' strength to be 1100 psi ruin.Thickness to be i in:min;guttding pap National Gypsum Co. iartotte,"fl[-Type>SVJ FSWG,FSN/2,FSK at FSK G, � (Item 2) optional. l;lational Gypsum C :, Ri'adh,Satidi.Arabia-Type FR of 1YR, �„ (tacker Industries Tric;—Firm•Flll, Firm-Fill 2010, Firnt-Fitt FI n Pa.bto Gypsum Ty e..C,.IP -3,"PG 4, PG-5, PG-5, PG-9 or PG-C. Strength,.GyP-Span Radiant. Repablic;Gypsum 0;"Typ RG-1,,RG-3, RG_6'.or RG C,: �/1 Floor Mat llatenais'—(Optional] F[oar.ntat material Hain 1/4 rr 5taridard:Gypsu .Corp,- Ty s SGC;5G C"or:SGC=G. hick adhered to subfloor.with Hacker Floor Primer. Primer to Tempple-Inland orest Produ tcirp.-Types T,VPIB-T)+pe T FRX-5,. applied to the surface of.the neat prior to the placement of a n VPBX-6, FRl. x-5,'YG,C or`Flt% Exterior Gypsum So Board.' 1'1/2 ln; of;floor-topping mixture. . United S#at Gypsum Co; fy e C, jP X1,. IF-X2, SCX; SNX Qr liaclier Irtdustnes, Inc.-Type 5ounii-hint. WRX. System m Na: 4: Yeso Pan ericano SA.de EV-Ty r:, ]P X1, IP-X2,SCX, 51iX or Floor Topping Miztirre'-Foarii concentrate. mixed 40:1 by vain, WRX °• twtii water arid expanded at 100 psi through a foam nozzle,Mix at: r 7. Finishing Sy��Yerp-=Fiber tape embedded it ro{rrpound over joints and of 1 4 CH ft of preformed foam to 9k,[bsType I Portland Cemerrk, 62. exposed.rta' heads, covered cvitti compoun rith ed,Q, of Compound lb°f Pea Gravel a€id 312,5[bs of sand, vrtth approximately 5.5 qal feattrered rt.As an alternate nom 3/32 in:thJ '' gypsum,veneer taster eater. Cast density,of Floor Topping hltxture IN ( 'or •) 5 lrcf, f may be plied to the entire surface of L'la.ssi#T d veneer baseboard. compressive strength 1000 psi. Thickness 1 in. Joints.r nfnrced, Lite-Crete,,lnc.-Type I. 8, Steel °r6er Fasteners•.-(Optional-nat shown)-Used attach ends of System No..5 s alfli ,,2 i i.'lon intersecllori where,joists,run parallel wall.Channel Finish Flooring—Floor Topping Mixture*.—Foam concentrate mix, sha d;2'in.tang by]tri; rqh on the back side vrith tw 1/8:in.vride 40:1 by votuma,with water and expanded at too psi through a nozzle clE is protruding into the 5 8.in,wide cttannel,:fabricated fr ro 24 gauge Mix 94 lbs Cenianf, 300 tits sand,a iproximately 5.4 gat;rater, t,2 c 9 g 4 ft preformed foam, 5 oz Type N:fiber and 4 oz Coriiponent Z. CIs r� vanized"steel. Fasteners nailed to face of.waI hearing plate;through density of floor tapping nrixCure shalE be 105:(+or-)5 cf with a m , F stennr.tab with one No,Gd cement coated nail,spaced clot greater than {i 6 in. bC and 2:in. from edge:nf tvalibo.ard. Fasteners covered with compressive strength of 1200 psi; Min thickness shall he 3/4 in. gypsum waL C1ard.facing apptted to intersecting.wall. Elastizell Corp. of America--Type ZC, *Bearing"tlie lit Classlficaton Marking - Subfloor-i119-15/32 in. thick plywood min grade"C-D'exposure I c! "C-D' with exterior glue conforming to PS-1.83 specifications: Fa,,- grain of plyyrood to be perpendicular to the joists ,'eith joili! staggered. Design No. L502 System No; 6 Finish Flooring—Floor Topping Mixture*—Foam concentrate rnixe: Uhrestrained,hssem'bly Rating-1 Hr. 40;1 by volume Ath water and expanded at 100 psi through voZllt iifiisli RatrnrU"-22 hiili, Mix at rate of 1.2o cu ft of preformed foam to 94 lbs Type I Portiarir cement and 300 tbs of sand with 5-1/2 gal of water. Cast densibf cd Roar topping mixture g5 to 105 pcf. Alin compressive strength 100ii i2 3 4. S psi. Min thickness 1.1/2 in. hA»itxrt Dirrihilioris The Mearl Corporation. r - - -- 5ystent No. 7 Finish Flooring—Floor Tripping Wxture*-5 to 8 gal of water to E! lbs of"floor topping mixture to 2.1 cu ft of sand, Min co teressi8 strength 1D00 psi. Milt thickness of I in. Stephen lYaidrou Construction ti Inc., ODA Ultra Quiet . /! Ftoors---Type UOF-A, U(1F-Super u[erid and UQF Pitts 20D0. i. System No. 8 t }� l Finish Flooring Floor Topping Mixtmee*--4 to 7 gat of water niix�,d I rjl with SO lbs of flour topping ImAure and 1.4 to 1.9 cu ft of sand �� ; Comp�ressive strength to tie 12,t10 psi rain, Min thickness to be 1 in. buildinr? pa er(Item 2) optional. Rapid Ft oor Systems—Type)+ )pe RF, REP or RfU. €I A fladr Mat Matenals"-�-(Optior3al) floor mat ,material rwrt I/4 in. t`1J 5ls thick adhered to subfinor vrith f•=axcon FT(ivr Primer, prirncr !v applfed over the surface of the inat prior to lath ptacernent. 9 tlrxxon Corp.—Type Acousti-blot. i/ Metal Latli--For use with Float €not material, 3/8 in, expanded ga[?anizea steel diamond mesh, 3,4 lbs/sq yd placed uver U€e floor ErtlJ Joirit ~1/2'-1 mat ntatenit.floor topping tltickrless a ,,on t in. river the floor mat. Furring Otasnral Oalall System No. 9 Finish Flooring-Floor Topping Mixture*-3 to 7 gal of rv;itrr €Hived 1. Finish Flooring—1 by.r,tn.T8G and end matched, laid perpendiculai.to with 80 Ills of fluor topliing mixttirc and I.tl to 2,I err (t of sand. joists,or 19/32 in,plywood,Min grode"Uitderlayinemt''or"Sturd I-Floor" L,RO,.,.CT essive strength to be 1000 psi min, Min thickness to be 1 in. with T&G long.edges; grid conforming with PS 1-83. face drain ofxon Carp• Ty;}e 0 C. GC, GC 2000, L R or F. plywood to be perpendicular to joists with joints staVgered. Flat Matiiria Is*—(Optionat)--floor rrlat material norn 1/4 ln. 1A. Alternate Finish Flooring-The alternate finish flooring tnay consist ofdhered to sulif[o°r vrilh Mairxon Floor Primer. Primer to tie one of the Following systeriis.: to the surface of the mat prior to Lith ptacement, System Na, 1 xon Corp,--Type Acousti-Mat. Floor Topping Mixture"-10-i3 gat. of water to 170 ills, of FloorLath---for use with floor mat rriaterial, 3j8 in. expanced- tapping mixture #0 59$ lbs, of sand.° Compressive strength goo Psized steel diarrfonti mesh, 3J, lbS/sq yd placed over the floor p terial, floor topping thickness a nom 1 in. over ttie floor mat. `" �.� LOOK FOR MARK U FIRE,RESISTANCE DIRECTORY(BUH) � FIRE RESISTANCE DItlCCTORY'(BX13t1) 35 1 ' e FIRE RESISTANCE RATINGS • ANSI/UL263 (MV)—Confirmed FIRE RESISTANCE RATINGS - ANSI/UL263 (RXLIV)---fo,)Irnr,wtd l 2, Building Paper—(Optionat)—Commercial rosin-sized 0.010 in. thick. Design No 003 3. Sulrftooring-1 by 6 in,T&G, fastened diagonally to joists,or 15/32 in, ptywood, minimum grade D" Exposure 1 or "C-D" vorith exterior glue, Unrestrained Assembly Rating-1 ir, and conforming with PS 1-83.Face grain of plywood to be perpendicular Finish Ratirrq=49 Min, 11 to joists.with joints staggered. 4. Rrrdgutg-1 by 3 in. k<: i 5. Wood doists�-2 by 10 in,; spaced 16 in.OC"firestopped o:.�t F1 IVominus t�sr <si r, 6: Furring Channel Resitienk, formed aP 25 t45G gale steel as shown; �1 4 5 aced 2!t'ln OC perpendicular to outs.Channel overly nd at s hce 4 r- v � ! P� ✓!T:'T7 r; Y! r arid.Fasteneil to joist+vita orle':6d common nail. Minand`clearance of tom. �r ti chaniiefs to ivatts.1/2 in. As.an alternate to the resilient furring channels, Ste Framing Members'' (Item 4A) tuay be used. t �. � � �101}x `- bA: Steel Framing Members* '(Not shoivn) Main runners norm 1.2 f't long A � f d i& in OC:Cross tee nom 4 ft. .installed er .eridicular to 1, r Q space �, s g p P main runners and..spaced 16.1n 'OC,Additional.cross tees located 8 in, tt i from anii"on each side'of viatlboard end.joints. Main turners suspended i �.r by min 12:5WG alv steel han er wires s aced 48 in.OC, Nan er wires to be located adjacent to'niaiq runner/cross tee intersectidris:.Nanger wires viizpped and tviist-.Ued on 164 nails driven into the side of joists"at least: V +j� 1f2' 5 in. above tile End Joint t3etarl e joist bottom fate, Site }oiol Moil CGC'Intertors- Type RX main runner and.GCoss c€rannet,Type DXLG cross tee, i. Finish Flooring,-b by i, in„T.&G, laid perpe dicutar to joists; or ljjl3r Chicago Metallic Corp.—Types 650, 670. in, thick plywkod or oriented strand. card (OSB:), Min grad. I USG interiors Inc,—:Type RX main i0riner.and cross<lsannel.Type "Underlayment"ci'-Oinglc Floor"or"AAA Ra ed Sturd-I-Roos' 1&6 penes: I Xl.G cross tees, marked Exposure 11or exterior glue and,c nformiag Mth P5 1, PS 2 0= ! 66. Steel Framing Members*-(Not shown)---lls an alternate to Items 6 and APA Specification FRf-106: Face grain o ply hood or strength axis M 6A.rain runners none 12 ft long;spaced 48 in.OC. F06 of main runners panel to be perpendicular to joists with vines staggered; at watts to test on watt angle, Wthout attathment, with 1/2.to 3/4 in. 1A, Alternate Finish Floors g-The alterna G finish Rooting may camist ,n end.cleaiance, Primary cross,Aees(1-1/2 in.wide across flange)or cross one of the fallovri«g sys ems-V channels, nom 4 fi Long, installed perpendicular to main runners and 5ystem.No. i i spaced 24 in.OC.additional primary cross tees or crosseiianneis requited Finish Ftoorinr3 ,Floor Topping 1ixt+tte*—Sfl•13 gat of +rater >: at each wallboatd end jointand 8 in,from and on each slide,of w4l.iboaid 170 lbs of.floor to ping"int ` txtur to'595 lbs of sand, Compiessiv j end. oint strength 900 psi min.Thickness o be 1 in, min, BnUing paper (lto i Armstrong World Industries, Inc—.Type OFR-6000. 2) optional. 4rmstrong:4Yarld Industries, Inc.--Type 0FR-8000. Floor Crete.Systems,Inc Type IT, 7. 1"latlboard, Gypsum' -1/2.'in thick, 4 it wide, installed vrith long Syste No."2 dimension perpendicular to,Furring channels and side joints of street Finish Flooring-Floor Top ng'�.lixlurei0—Foam contentrale wixe, Located beh-r.een joists. : 40:1 by volume.with watef nd expanded at 100 psi through noz:'.. WM[board scresgs are driven through channel spaced i2 in.OC,End joints, Mix at rate of 1,4 cn ft of reformed foam to.94 (lks Type I Portia=:. of waRboard simitarty fastened to addidonat pieces of furring channel cement and 306 lbs of sa with 5 1/2 gal of water.Cast 4arlsi,- r. vrhich are attached to joists and extend S in; beyond.each e'nd of joint. floor topping itiixture 1 plus or"minus 5 pcf, Min cuntpress.,. `I herl:Steel Framing Members* (Item 6A) are used,Wallboard installed strength 1000:psi.Thick cis 1 1/2 iris vrith iong dimension perpendicular to cross tees wins side joi.uts centered Elastirell Corpoiatfq n of Aniorica-Type FF. along main rnnners.and end joints centered along cross tees,Fastened to Vapor Barrier-(Optio l)-tomrriercial�asphatt saturated fcl_, 1 } cross fktis with.l in,lortrg wallboard screws spaced Q'in:OC in tiro field in thick. and 8 its OC along end joints:Fastened adjacent wallboard sheets field to System NO.3 t; € the end joint ftirtisiq channel by'means of one waBoard strew on each. Finish Flooring—Fl or Topping blixturei,- 6,8 gal viater to 80 lb-- Pi j side of the end joints,.ALL edge scrui5locaW.1/2-in.min'distance from bag of floor top pi y mixture.to 1,9 cu. .ft of sand: ContpreSsi: .edges of wallboard sheets to main banners with 1 in, tong;valtbaard strength to be'130 or ruin,Thickness to belll in,min.Building pap.: screvrs spaced 16 in.QC,midvray 6ehveeri truss lees.Screws along sides, (ftem 2)optional and ends of boards spaced 112 in. from board edge. End joints of the ilacker.Indus nes,Inc,- Firm-Fill, Firm-t=i l 2010, Him-Fitt tr.w', shersts shaft be staggered vntli spaciitcg between joints on adjacent boards Strength, G p Span Radiant. not Less than rr it OC.- F€aor Mat Mat ak {Cptional)—Floor t;tat tattrial nam 1/4 3r . E Joint treatment.:lot required, for this. ratnirj, P.Xtept for tapered, thick adhered a stlbgoorivith Slacker Floor finer. Pfun,,i to ronn;led4dge wallboard where.edge joints are covered Mth.paper tape applied to th surface of the mat.prior to the N3(c knent of a ill" and joinL'Compotiud.As a!r alternate,nom 3/32 in, thir;k gypstup veneer 1-1/2 in. of oor-toliping mixture: plaster may be applied to the entire su:face. of Classified veneer Hacker ll ustrfes,Inc;=Typ*Sostnd-,dat, 4 baseboard.Joints reinforced,. 5ysteni Nn; 4' � American Gypsum Co.:—Type MG C or AGX G Floor Topp g Mixture--Foam cbncentr7te mixed 0.1 by vol.r 3:• i Borat Gypsum Inc.-Type BG-C; DODGj or 01)G2, with water rid upanded at 100 psi through a foam nay Le.,Mir,at ra'. i Canadian Gypsum Caiitpany-Types C, [P-X2, 1yRC. of 1.4 cu it of preformed roam to gf lbs Tripe I PorilanrT ran €kt, 52 Cetatex Curp,=Type R, G; FRP or sF3, lb of Pea travel acid 312;5 lbs of sand,with aplrroritns9t y 3 cj Continental Gypsum Conlpasty—Type•,CG1-1,CG-3,CG3.3,CG5-5. +cater. C kt dersstty of,floor Topping f fixture 100 (t of , a 1 t. comp esjve strength,"1.00 psi. Thickness 1 in. CGd,,CGTC C: rite Crete, Inc.-Type I; G-P Gypsum Corp:—Types 5, C, GPFSLr r t 3arrtes llardie Gypsum Inc,—Type i4ax."U. Vapor' ;,trier—{Optional}—Commensal asphalt satvrateri ,e .,4.': t Lafar e G psom,.A Div.of Lafar c Cot .—:fypes WO,LGH-C, in tht g y 9 lk Systcrrt No. 5 i Pabco Gypsum; Ca,—Types V151, PG-3, FIG-C. Finis Flooriing--FloorTuppiny fiixture" Fnrrm trncesttrat� r`.i,,,. ' Republic Gypsum Co.—Type RG-1, RG-3 or RG-C. 40:1 >y volume with w;Ae.r and expanded at 100 psi tits€:u-�h,a n tr Standard Gypsum Corp.=Tripe SG-C. Mix 4 lhs ceraont,306 ll}s:sand,a�proxi,rkatsaly 5.4 9at ryat^,. i.- Teinple-inland Forest Products Carp.—Tyi>e T, VPR-Type T or it reFonned faatn; 5 ax Type N.fttier and '+ ar. Co,n;�on rit 1. C TC C; lief sity of floor topping rnixtflr"e.sisalt be"105 (r or-)i pcf s�iti, a�, United States Gypsum Lo.-Types C; I€'X7., 1'iftC. ro ripressive slrengtil of.1z00 psi. Erin thickness Shalt tit ;it. Yaso Pariamericanu SA.c1e CV-Types ('., TI�-x2;-;rr#iC. Elastizclf Corp..of Anzerica—Type 7C. 8, St.rotr� 1Vallboard�-1 in. long, W1tb 0,12h int. 01).sisank and 0,355-in. S,bftooring- 15/32 in,tliick�ptpwload min gwde"C-D'"L,i a ur: 1 diam head, self-drilling arid.self-taopinq, Phillips-type head. Screws " -la'` with exterior glue ronrorming to P5 1-,33 spe(trtcatu);,; should be driven no farther than'stightly indented(€tot deeper than )/64 3nveneer.APA rated sheathing panels per APA sprcificati=n s f t- :6, in)Into the exposed surfaco of the walll)oard. Lonq dimension of parrot(strength axis) Of fa grt,n of *0earing the UL Classific„tion Marfiing be perpitodiodar to the jrsists with joints sL,tggivedj 'i — .LOOK FOR MARK ON PRODUCT — i rna l�Jlo.i1'ooyy,.;l Sew 30-02 01248P SAT E SA RAGN ASSO CUT , INC. 451 Main Street Structural Engineering Conuultants Stoneham, MA 021*0 � Teel: 7 81-2 79-2�2^n l �f September 30, 2002 Mr. Maurice Michaud Scott Construction.Co., Inc. 395 Main Street Salem. NH 03019 Re; Mr. Sudzy Norrh Andover, MA Dear MW Michaud, As per our recent discussion concerning the compliance of the design of the above project with seismic requirements we note the rollQwing: The exterior walls of the building are concseua block witil reinforcement in Vouted cares at about 32 inches on center_ This design castf;6'rms to the require=nts of the Nlassa(;huseM State Bxxilding Code and is strvctwally acceptable, The steel Iiutels over the 12 foot doors have been de:sped to support loads as required by code_ The ends of the lintels bear on a steel plate with about 12 inches of bearing on the masonry at Each end_ At tb'e jambs of these openings two reznfoming bars have been installed to pass within about two inches of the edge of the Iintel. All eares of the blocks within 16 inches of the opening edges have been filled with grout, with the grout extendfing into the infill block e0cusing the steel bears ends over the jambs. This design cortfarrns to the requiremerris of the Massachwetts State -Building Code and is structuratly acceptable, If you should require further inform Lion please contacx otrrry office. �a`Zt�Or`frq�,s� I Urs truly, �� Er�;rt����R•t. ��, l� STF1�iC'I'I� { "Z1 ward M. Sabbaglt, F.E. "a�17a�1 /�SSociaEes, ;m. Cott DIVISION OF SCOTT COMPANY October 2, 200 GSD Associates Inc. Attn: Gregory Smith 145 Main St. j N. Andover, Ma. 01845 Re: Koch Architects Letter Dear Greg, In response to GSD Associates concerns raised in your Site Observation Report dated 9-27-02, please review Mr. Rainer Koch letter dated 10-1-02. Upon your approval and the owner's signed Proposal, work shall be completed in 10 days. Should you have any questions, please call me at 978-374-0034. Sincerely, Maurice Michaud Senior Vice President GSDreply I0202 395 Main Street Salem, New Hampshire 03079 12 Rogers Road Wardhill, Haverhill, Massachusetts 01835 Telephone: (603) 894-4952 (978) 374-0034 Fax: (978) 373-6944 ._.....------ -r--r V1.V 11 4V tM UI Y , I �� ' Maurice Michaud SCOTT CONSTRUCTION CO 12 Rogers Road Wald Hill Haverhill MA 01835.6925 October 01, 2002 re; Mister Sudzy, Car Wash Facility Construction Completion Dear Maurice, Following our discussions today, please make the following improvements to the work to progress at the above referenced protect; 1. Change out the installed solid core doors within fire rated walls, to be'C'Laid(4& min.) doors, Including their properly assigned labels. 2. Complete the one hour Tire rated end❑sure at the stairway. Construct all ceiling and floor areas at the stairway as per UL,Design#L 522 (not as Erroneously shown an the drawings UL Design#L 502). Also please ask Ed Sabbagh (Project Structural Engineer)to provide an affidavit letter, spe(Acally stating that the masonry construction (including its openings)comply In design and construction with the seismic requirements of 780 CMH (Massachusetts State Building Code). Further, at the specific direction of the owner, provide the following work; 1. Improve, as per UL Design#L_522 the Ceiling construction of the Mechanical Room,to obtain a one hour fire rated enclosure for this space. Include all construction for the fire rated continuity for this proposed assembly. 2. Seal all pipe and conduit penetrations at the masonry walls, enclosing the Mechanical Room, as per UL System#WJ•1100. 3. Apply at all exposed steel surfaces of the structural elements supporting the stairway, (columns, beams and metal deck)one coat of 220 Latex Fire Retardant Coating as manufactured by BENJAMIN MOORE, Surface preparation shall be shop or site printer. Sincerely, t Rainer Koch Dip Arch (Lon) NCARB Principal end. UL Design#L 522 UL System#W-J-1100 Dire Retardant Coating Speofficatlons 36 Essex Rvad, Ipswlch, Massachusetts 01938-2532 electronic., koch.architr-ct5@YPrizpsl.I)Ct lct"15honc: 1978) '556 5065 facsimile.- f978) 156 91?1 ---- Ll2J03 Design No, L522 Unrestrained A964mbly Rating---1 Hn Finish luting—16 Min. 2001 FIRE FiI tronivgl r)irneayp,ry' . Z O �A r- t ®Q 376 FIRE RESISTANCE DIRECTORY(EXRH) j Q Fire Resistance Ratings -ANSI/UL 263 (BXW)-Coll tin uer s 7 a A fi $ection A-A MAXXON CORP—Type D C,GC, GC 20M, Lilt or T-F. rr s , Floor Mat Materiels' (Optional)—Floor mat material nom 114 in. thick adhered to subfloor with Maxxon Floor Primer,primer to be 6 ' applied to the surface of the plat prior to lath placement. �u2' 7 �" MAXXON CORP--Type Arousti-Mat. �^° ,kiat l�ro;t Se. kirt Wait Metal Lath For ure with floor mat material,318 in.exp anded galvrr 1. Fininh Fluorine # by 41n.'TdcG;laid dfcular t4 nixed steel diamond ngglt,1,4 lbs/rri yd plated over fife floor that 19/32 in.wood strucrupl panels,min�grraed be•"Under,ayment"or Alternate Floor (0ai tlrlihi aterials'pw a nomIin.over the floor mat. Single Fluor with T&Cr long edgetr..face in of ! —(Optional)—Floor mat material strenggll,axis of panels to be perpendicular ro oists tp ih YWOtnty stag- red, . nom 1/4 in. thick loose laid over the sublloor.Maxxon Floor Prime, egared, J , , . 1 g be applied to the surface of the mat prior to firs floor topping place ]A. Al p(oc Finish Flooring,`- The alternate finish lloorinwillg.may Consistof menL xJCUNFCQRPing tCk T petAcor,6ti Mat If.the floor mat Floor Toppiih& Inure'—10-13 gal,of water to 17015s of flour to 1H. Allemate Finish Floor— Mineral and Fiber board',t;izes ranging ft mixture to of rand. com rl=ive suer th"90Q m lopping 3 ft by 4 ft to 8 ft by 12 fir by rain I/2 in. thick-All joints to be stag- e g pat optional. trnuat, i gerc a min of 12 in. OC with adjacent suk-noor joints. Thickness tube ] in.'minlmuun,Building paper(Item 2)optional. � ORITC11ET11 CoFa'--Type lf: HOMA5OTE CO--7ype 440.32 Mincrr.l and Fiber Board 11i. Alternate Finish Floorlrig oar Tapping Mixture" '!Foam cvncen• 2. Building'PAM— Commercial rosin-size(,0.010 In.thick. irate mixed 40-,l byy volume with water and expanded at•100 t 3• Subflaouing ] by 6 in TdcG;fastened dia¢onally to'oists or 15/3: through nuzzle.Mix at rate of 1.4 cu feet of preformed foam to 94 Ibs i in.thick wood structural panels,min grade'C-D"or"Sheakhing" Type 1 Portland oetnent and MO Ibs of'sand with 5-1/2 gal of•walm Face grain of plywood or strength axis of panels to W perpendicular Cast density of floor to pmg mixture 100 Fp lun or minus 5 pcf, Min 1 Joists with joints sta cued . cvmprcrsive stmng,tl►•1tYJQ pg;. Ihickners•1.1/2 in. 4. Cross Bridging— i by 3 in. I LASFUZELL CORr,OP AMERICA— pe FF. S• Wood)oiatrr--- 2 by 1i1 in spaced 16 in-OC, Grestopped. IC. AlterrtatC Finish Flooring--Flour Topple lxture'— ETOant Cdnren- G, Gypsum hoard`— 1/2 in. t irk, installed with long dimensions per trate mixed 40A by volume with water and expanded at 100 psx penditvlar to joists and fastened with 54 Common mills which are through a foam nozzle.Mix at rate of 1,4 cu ft of preformed foam to 94 spaced 6 in.OC, Nails respectively located #12 and # in,from butted lbs Type I Portland CemenL 62.5 lb of Pea Crnvel and 3125 lba of Band, end and side joints,End joints of wallboard in adjacent courses stag• with approximately,5.5 gal of water,Cast density,of Floor Top ing i, ge7ed Mixture 100(+or-)5 pcf.Min compressive strength 1000 psi.�ck- i CONTINENTAL.GYPSUM COWANY,-Iyp,CG5.5,CCTC ness 1 in_ G-P GYPSUM CORP,SUB OF LITE-CRM INC_71YPe 1, r i GEORGIA-PACIFIC CORP--Type 5. ID. Alternate Finiah Flooring— oor Topping Mixture`--x Faun Concen. LAFA-RGE GYPSUM,bJV OF ` Irate mixed 40.-1 by volutne with water acid expanded at 100 phi, ! �FA>LGE Ct7ltr—Types LCF CC L GI'e ClA_ through a nozzle.Mix 94!bs cement,..300'Ibs rand,approxhutitely 5,4 NA770NAL GYPSUM CO Type F5K-1,F5K-C•FSK-G, FbW, gal water, 1,2 cu ft preformed foam,5 oz Type N fiber and d.oa Cam' 1 F5WC or F5W G. j ponent Coat density of Moor to pin mixture shaft be 105(+or_)S 5TAAiOAIib GYPSUM 1 f,C—Type$GC-1 or SGC G. ppc�f.yith a min comp ive strength of 1200 psi, Min thickness shall be i 7 Finishing System-- Far wallboard,Paper tope embedded in cement 319 in. lions compound Duct joints and exposed nail heads covered with ran 'ELASTIZLtLL CORP OP pound,with edges of compound fratlnetid vttk As an alternate,nom A9f Top i - ( 3132 in.thick gypsum veneer pla.9fer may be a plied to the entire sni Ili waterAfte t to Finis]`Ffwrirtg.-F7vvr Topping a,fxt r e r— b.8 ga3 of p water to fl0 lbs of floor toppingg mixture to 1.9 to It of sand.Min com- face of Classified veneer baseboard_Joints reinforced. pn.smve strum I000psi, thiclatess 1 in. Bearing the UL Classification Mark HACK 'JNDtlMIM INC—Firm-Fill, l+rrm-Fill 2t 10,AitTn. Fit[High StrengthGypSpan Radiant, Floor Mat MateHila' tfonal}-.Tloonmat material nom 1/4 in. " thick adhered to subflaor with Harker Ffoor.Primer. Primer to be applied to the turfaoti of the that prior to t11C placement of A min 1-1/2 in.of floor to pingg mix re. tu HACK INI)USTIUE5 INC--Type Sound-Mat, 1F. Ftnfah Flooring—Floor Topping Mixture'— 5 to 8 gill of water t0 80 Ibr;of floor loppv► mixture to 2 i ar ft of sand.Min comprtzive srrength 1t100ps i,Un thickness of I in. MAGGNUM CORP—Type UQF-A, UQFSupef Blend and UQF- Plus 2t m. IC. Fininh I704ring--Moor Topping Mixture'-- 3 to 7 gal of water mixed with 80 W of-floor topping mixture and 1.0 to Ll Cu it of sand. Compressive strength to be Iwo psi min.Min WdaXss:to be.l•in t•. wlU4 • i 1 s stem No. w -1100 y 3 F Rating—2 Hr T Ratinga 314 and 1 Hr(See Item 4) Ira _ 7 Il _. n LA �u G.cp+wA , 1, Wall Assembly— Min 6 in. thick reinforced lightweight or normal -weight(I00.150 pcf)concmtc,Wait may aloo be cvnsttucted of an UL , a noel Blocks'. it Classified Cv a lacks area of opeiting is 144 sq, in.with o max dimendurt of 36 in. See Concrete Blocks(CAZT)categorl In the Fire Resistance's Directory for names of tvanufadutem, + t Z'Through PetteWnta— Multiple pipes nr conduits installed in single layer array within the firestop syo(enl The-annular space between the EE O and condulis and•the edges of the opening shall be min 0 in.t contact)to rnax 2 In.The aepa Hoq between pipes and conduits min 1/4 in, td max 3 1st.Pipes OH conduits to be rigidly suer• ported on both aides of wall assembly.The'following types and sizes of metallic pipe or conduit may be Uses: A. Sigel PIN^•— Nam 2 in.diam(or smaller)Schedule 5(or heavier)atee€pipe. 8. Conduit-- Mom 2 to diem(or smaller)rigid nice€conduit or Sleet electrical metailk tubing(EMT). 3, Forming Material (Optional, Not Shown)•Foam backer rod,min• LQOiC FOA', HE,UL` :Fin E'RESISTANCE DIRECTORY(SUH) 2106 Through-Penatration Firestop Systems ()Q-WZ)—Coxrrltued eral wool batt insulation or glass fiber.1muladon packed into opening and mcrosed min 5/8 in,from each surface of the wail to accommodate fill material(Item 4), 4. Fill,Void or Cavity Materiala*•Sealsot-- Min 518 Im thickness of fill material€osWled to completely gill annular spare between pipes, condultu and gypsum wallboard flush with each surface of wail.Min 1/4 in.diam tread of fill material applied to the pipe/wall interface at the point contact locations on both sides of the wall. SP£CIFIL`L3 T6CHNOLOGIES INC- 5pec5eal LCISO Sealant, Spc6cal 100 Series Sealant,Spec5eal LCI Sealant.When Spec- Soal LMO Sealant is uaed,T Rat3ng Is A hn Olherwi6e,T Rating is I hr, `Bearing the UL OaWficaHon Mark 09/30/2002 12:54 VAX 9732522577 HINJAX M RE PAINTS 0 002 5 0 L us •When attacked b5'film(,220 . Dries as a dQcaua[ive rnatle A WOmtum quiliry,decoratW. intumescent,lira rmarBpnt pain(f, Latex Fire Retardant Coatin, finish, intrriar Ceilings, wolfs,and trim(. expmds and form,j thick [atlulttY char blanket kow Odor, 220 LAI"Fire RQtardQnt Costing provides a high hiding,fiat matt Crntumeartnce)which, by • No VOC conte1% . f+ni h that is washabl$and easy to apply with no unpleasant Wor reducing aca v4 httat • ment odor during No unple per-vatloo,retan�rlarrm 9ppl nple n. spread and minimizes smal« development. •W7ShQs Without spotting ru •Applies like a conventional to"of irrtumesomm latex fiat paint, For interior use an primtd or prim nutty}fainted wwd,dryvveq, Do not apply when air and Surface tempomtvmz are btlow 50°r wllul"Q 19e,<tued platrr,masonry,anti meta►, (t v Q. Ming MA rv-duce intumescent properties of this"tang, G era: ---Sterrdord: White l&s#sn k-al natir White , M;y bey tinted with up to 2-0 fl.oz 90)134 nln Moore Cofor Preview- tnlorattt5 per pallon. Generic Yin he Pi mQnt T TiteNum Dkar do Volume Solicit �qr� G'el C�tfolr; n,0Vt'ticai CvmmgeAl Formulated wWwut toad of mercury, R,Commtr)dtd Rm TFsirkne33 300 5q.Ft, FOtrtrtrtated without vnlxtil0 Organic JZ OtnOeJi3ds(VQCs)or solverr�. Tte[ornrt�ended F33m td r> s w Wet 4,2 6-Z h+Fls ftatad Casa "A- by llrtdefwrltefs Ub;DraWrtes as fdlows: —Dry 2 3 msk U:F1WFil7ERS i-ABORATOFiIEs'"y f1C, tklcvmtAelAr►t►raL�vksrRuarp�2r o P I>a ii#ttranalkfik/rf Cx lra�vim! FTRL F MADANT CLNssffTEM COATING dry T'irrr+r 0 77•F —srt7b 7burFt ode 1�tHmf WIMAIM CAR►z"'rtlftJ9Mv o'Rapt IW=A70v3 tspo (25•Q®50% RH --'7o Handle 7Hour B&413�FirTo Tteoaai 4�lo(rrs 97trokn 20 2,0 20 2t} —ro Service 4 to 6 H0�l4bogrdvtcoatt t xNeat FteaLstant4 WA fide per pSZT 160 300 200 2p0 Vl smsi 75 A 5 KU Flash Point LSem> None Fedffml SDOfl7cations Generic EgU&pfer7t 5a ecuro r GEass 10% MAX. TT-P^26C ,per At Application—Min. sc F —Max- .40,F 7 1`irrlCal�4 sxss pS�tf7 strrrans r,�,sf br artd nt k3A.5'Abc7lq um orW p0m A"Uh)a ugh Yaw focal aiitllorlz�d llr6"ndont 6enWrt m Moors&Ce. �educar Clown t thin r `leaser For ttw location of the dealer neamt Milan—Brush bo not thin wwwben arertr� you, q4 7-Pnes.6 2t73,See —Roger 00 M1Gf thin► � rnaa�,com,or oprtsultyour local�'eilow PayZes. _S 54G Max Clean a Th'snner C*&n whter Wet t Per G'JIL Tfl.B lbs. Storago ramp*rrtum—Min, 4(r F —Max. 3efela�tlle �gryit Corr:r�+e+trnceis (1/IOC� LDIAW ( �ae'rl Cola ntfLRar zero ,map "NoW t M01eB1 IIfU017 it 1A W curlln,akfrai t+w74lp1 Ol 1RJCS Mrfmr&w thm mi"tm #smell UlRJIA d YCoR W*hk4nSmaft0ftrE1ftPeL 09/30/2002 12:35 PAX 9732522877 7,U.' c u }l1 i.7?t1f:[ 1 tit 1ORB PAINTS 9 003 MS1 220 Latex Fire FletaMQnt Ctyguartq Cofi('d Surface Preparation UflWilitttiid Ptamy.Wallboard or Mosnnry- 5urivCts to b>:painted must t7e Cletan, dry.and it ee of WAX Ptlrtrty Ragas FirsiCoat(210)or Moorcraft Super Spec Latex Quasi:.scaling paint and mildew. loose or owde Finish. Uru�'2 co ter&Primer Scaler(253) wRter-5olubte Coatings such as glue or eakimine should Abe�rtd �tr4ish:1 qr'Z casts a�Q Latex i-sna R�tardtant Coating removed.New plaster and masonry SUSfaCe$n°W be Curol ted Wcxw Wore painting.Mossy areax shal]ri be dulled. Benjamin iv OOM Fre3h Start"Al 'Enorrr,4 Yi"Mbody Dtffleult Subrb-ater, Benjamin MOON offQts a number of (217)or l4lmcfsit Suer Spy Alkyd£nail Urrdefto3terl- Spe6211y farInIt'IS 10r use over difficult UAXttates such aS Arimer Sealer(245) bio ading try,grv-stf.Craygn markings, hard glossy surfaces, P,niA3t r 0r Z costs 220 latex Firs Retardant Coating OdIY6r00 fvt81,or other substrates WlWO paint adhe3lon or Unpaint+td Metal: Stain 5u=re33fon is a padcular p►uWem- 'four 6enjamin Moore Primer:IMC Alkyd Metal Primer(moc dealer can mcomnxnd the right pro kri--Salving pruner for Finish: t or 2 Coats 220 Latex Fire Retardant Coatlttg Your speclal needs. NGTKTl Remus I of old paint by sanign scraping or other Moans may genera&dLst or fur,y4%Y kh Conte,n load. Applicaffoon Ex pQsurr tc leod dust or fumes may cause adverse 1*4f,h eTTects,especlafiy to children or pregnant wromeh.Contr0ing Mixing®f ftirtt; Stir thorovgf*before and o&ju malty exposure to lead or other hz2ardtnn substances requires the use during uso— Ap*Mtb a quality synthetk brush,medium nap of proper PmtWNe equia►rtOM Stith Os 9 pr+oprfy hated fuller,pad,orspray. respirator(Idt05F1 awed}EndProgeq con trnnteftt and Do not ap*when air and s jd*co rm am below Sol,F 00°Q.Ctt0AW.roraddWonal kdorrnationr contact the WEPWLeacl Inf0rM0V0h klotgne In t-800AEAD-FYI. Sway,Convcntfonsk see ram Sp.,ay;Airtgsm Fivid Amss vu- .I Sw to 2,f) 0 psi• pri riFini ��tems .07 A Office, Filter «.SO mt�t Note.,Top coarfrt9 oaf 220 ELM Retardant Coating or any other ;ntumestent CW M with Orly type of paint other than an intvmescent coating Wil render it unabh?tv act as a fire 11iinning no;nofmalfy required, 0 nw ry forspmy retard&nt aaaVoIl W blocking f11e,irltuMOcent BCtkn aWkAti0n-VP to 7 pint of clean water can biv Wded per Arfm"w Far broat results WK?n a Signfi &x gnt Go diange fs 9�RPfL rUeve► rrfi�#na ptOdtt . Wfth Utl r paints or VONVftts. desired,brit the primer to the a W>ssh printing tool's in Warm cQwy trrr'lmrvc¢ r altar Wes, ppraurirr to finis't ccsat Cofer Spray equtprmom should be given a ITnal rinser void:m sera! Prvvioudy P99M d Sgdaow 57rrttS tv prWerft rwting. WnWn ApplyRega isFirstsroata(216)or MoorerA Suter.SpW l USE CpfvlP4 iEEY OR QISPOSI QP f d AlY Dry, rarnpty atex t:n gruel tartderr cs rA'rirtrer sestes(�s3} haw and of peg COPWirws May bv fvcyded in o can recy0irv9 progrun.Lp4mil i lllfnnq�In owl holes.atnerl:s,&-ed Other surface iimperfecdom. Finish Surfaces in good condltbn require only 1 or 2 coats 22d = r Latest Fire Retardarn Coating. t f1 Or eta a`vfi-on�n cortiom Safety Infanylatfan U(f°ION! CgntoW MopaMMa MAY CAWS EYE AND fKM MWADON W 9) with sditra i Y>°rttlttrtiort_ fA3 r r tign r veers,€Fr&y mkt ofnrtdN dust.Avvdd 1=nutl with"And Prnt vd or repeated coned wilh tk3n. i stud glav—during aFD�KAtivn pr Ssev;5ng,A dus ordculate resprraaay approved by NWH should by vwr,when r rng or s yirq.Ckm 6orut4w after each tr o— MT AM If rtf@<'W ir-,halation of vapors or ray mitt,ism To min frvah air in r of tact,limb imn- dfatety wr'th putty of wslw for at WV 7�mit9 tes artd tetra phy*iarr far skin.> ttto W9hry Wfth soap W4 em OW.in Cate ref ing I,DO NOT InCtntr vomits Wdy r 9st rued help immcdl tN CASE tf SnW Ab th YAM ktett rnawlai wA d pf ae ftd uuld®r Tiva trv. KEEP ou'r®r nEACI top DMIIDR I MaJaW 4a1V data MoMavaltablet on request from Vaur nrviring dealay. t ft bR a 9ti)nn�an rmrr r dud t�el product i »t0l,Pm&kct doU sF)OU Ught K01 data diem or spat antlen ct hmfr%pto ami ate to 6UhLf 6t� pry art4�rinrrttattott are Intended ftx Wt Oy¢crsov�haairr��4 and fcnat+ad�aw rn tt�trrd,��their own aw artd OR G > Cot Warrarrtb only that its t�ti»gs re>ar�tfrWd hWv1A ffumtux fo mvkrtronstaroarrh of aeniamtn Mct�f�a ca hx7 OP-MA WAf2ttlsitFlY CtrAN7A$Ilr1Y EE C)F AW KtW aS MWE 8Y TK 5ELUR. �0 OA trvtPt>G0, STAMOKY, BY OPEPAT7C4v OR LAW, CA OIiVvr�NCLtDRJG mEP.- BifeCtlrl�t?►ercauN SS�A PARTICULM NRpM, vt4�rkn ftiC v tF�mnsrnrctiert comment auaIty of mother m8te s and otttmrv�talaf� tivarrar,ty cxcs{tt a�staznai aizave control. No acJYnt.�rttpip ar�irresvrttrat+t�of seller has any aurthwhy to b'nd sailer to atny affirnyv0w.rlpr--ttztiory w gy©GtYf$ � p M M ��SSacAt+us'��� THE COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER BOARD OF HEALTH E I Date: 3/11/02 Fee: $25.00 Permit# 345-2D This is to certify: Atlantic Realty Trust 740 Turnpike Street No. Andover, MA 01845 is hereby granted a.... DUMPSTER PERMIT This permit is granted in conformity with statutes and ordinances relating thereto, and expires December 31, 2002 unless sooner suspended or revoked. Gayton Osgood, Chairman Francis P. MacMillan, M.D., Member John S. Rizza, D.M.D., Member TOWN OF NORTH ANDOVER BOARD OF HEALTH 27 CHARLES STREET NORTH ANDOVER, MA 01845 TELEPHONE (978) 688-9540 APPLICATION FOR DUMPSTER PERMIT PURSUANT TO SECTION 3 1 A AND 3 1 B OF CHAPTER III OF THE GENERAL LAWS, AND RULES AND REGULATIONS OF THE NORTH ANDOVER BOARD OF HEALTH DATE: 111101, Application is hereby made for a permit to maintain a dumpster(s) on property located at 0 S in accordance with the rules and regulations of the Board of Health. Check use: ( ) Residential use (dcommercial use ( ) 30 day temporary { ) Annual Name of Contact: /Or"K �r� (,`• ` Name of Applicant: -Sco�- 0 o v,S J rvc ,'0y-x Owner of Pro0rty: A,l.;�c,h-j, Mailing Address: t C� �Y,�, �,, `y, • i, ,�t rl�,� . .,. Telephone#: �7K 37S- 3S Federal ID or SS# 0`a Number of Dumpsters: j- Dumpster Company: N(6�e- eck Telephone#: 9 ti 6`..3 7s_.q3 6_6 Pick-Up Schedule: ct 5 t,e eb d Trash Contractor: A 1TreAecl1\ C_o%-p• Frequency of Pick-Up: ct S hcecY�C� On the back of this form,please sketch an outline of property, showing the proposed location of the dumpster(s). Give distance from dumpster to other buildings and lot lines or botmdaries. FEE: $25.00 per establishment Payable to: Town of North Andover LATE FEE AFTER JANUARY 1s' WILL BE DOUBLED -$50.00 r Arc ■hilt s - ell _Repo#L Pro ect: Mister Sudzy - Car Wash Project Number: 10823 North Andover MA Field Report Number: 21 Data: W02-' Time: 11:00 AM Weather: clearlsunny Temperature Range: 74 deg 1= Work in Progress: 1. Installation of wall formwork and reinforcing at rear double drainage chamber 2. installation of louvers at gable ends Observations: 1. dormers trimmed and sided(complete) 2. fiberglass reinforced plastic parceling for walls and ceiling(plywood backed)stocked on site 3. half of rear double drainage chamber walls installed 4. lack of information for wash equipment prevents installation of slabs, underslab conduits and pipes 5. masonry not yet cleaned RECr- MAY 1 0 2002 BUILDING DEFT, ED APO. �o.5Q5,6 IR 1 fr �c0" Information or Action Required: OF 1. owner to provide proposed revised locations and size of reclaim tanks Attachments: �1 Distribution: Buliding Department Client it Architect Contractor/Field 36 l i"wx Romi, 11'asveidl, M:�ss,idmwtl% 0i9M1-'L532 f (Accilollic: i(fCi4NfCilifi.'C iSQZY!EF?<71 E,ksr:f tolcpilollrl: (VA) 156 506'.i 11),M) 356 9111 , 241 - e' Fold at(?.�Io tit 773 DU•O•VUV nvalaLe COLLOPY DATE JOB NO. ENGINEERING CONSULTA 65 Ayer St, �� Q��- PROJECT METHUEN, MA 01844 fl5't G"/rf2 Wy4sl LOCATION h1 q Tel/Fax (978) 685-8069 rf' �{0v RN P1I�E 5�j RpoV XL ACTOR OWNER To 1�. o8LleT � tc � TT�1 cG CST"C-' Co Nj7' 2. �L fl ' O WEATHER TEMP Gat AM 7"c�t�U nJ OF 16 g7,y /T IN j7o V PZ at PM n C L PRESENT AT SITE fi.'vo. FAN ndv�n �A' a� � �5 r�►'.���! �'.,r.�li=Clr.,' P-°!���>�"T`r��°�v`��` (2 !.=j3/ THE FOLLOWING WAS NOTED; V'-;Fr 5 A'- -5 t f 3 'r` N � air 'i j� • c e f �'� �✓ '�' 1 i'1 A), Jp- ) C3 L., U J C��'�i�✓ Cam'11� ��'��I � L-. h.� Gd�.•T° ��,,A1 �v � � ear � � )�'�`CS � i � �(rg'�7 f `T/�r✓ fw:� e� j� W J) p�7a c /4 € o A- i- J e' #t/ 'ry e '® I ! mil/� ✓i�i (tl 1 c / (, r;�" �v�'L�7 f.�H-tj� f e� ..���/G r✓ ¢� D�1 'I'rc��v�L �r� ����fps �,.� f AJ 5 %`�, j l r3c % Ada/ ` Architect's Field Report Project: Mister Sudzy - Car Wash f Project Number: 10823 North Andover MA Field Report Number: 22 a Date: 05115102 Time: 10:00 AM Weather: partly cloudy 1 windy Temperature Range: .49 deg F Work In Progress: 1. installation of metal decking at rear double drainage chamber 2. installation of edge formwork at rear double drainage chamber for anticipated slab pour tomorrow Observations: 1. front gable end louver installed and trimmed 2. under stab Insulation and sheet reinforcing at laser and self service bays installed 3, site in front of building graded 4. two cast iron pipes to trough drain in automatic wash bay installed 5. masonry not yet cleaned r G-El) A�f r��''� .r� Information or Action Required: RECEIVED Attachments: MAY 200 Distribution: Building Department D�� DIN EPT, Client Architect Contractor/Field 36 Essox Road, 1psveidl, ONAB Z53! • alacirursic; �;nrh.ar�lsitc•r.is(•?vcri;on,rjat ieloplrolw: 078) 356 V16ri (978) .150 9 17 1 0 ,.. Architect's Fiel epo Py ct: MisterSudry - Car Wash I r� €' �� �C`' - Project Number: 1082 North Andover MA Field Report Number: 20 Date: {?5101102 Time: 1 p:10 AM Weather: partly sunny/windy Temperature Range: 52 deg F Work in Progress: 1. installation of slab reinforcing at rear double drainage chamber 2, installation of trim at dormer windows and gable ends Observations: 1. dormer windows installed and one dormer trimmed out 2, gable ends partly sided, awaiting louver and trim;all eave and rake trim complete 3. some dentil crown moldings installed at gable ends 4. storm water drainage tank installed and backfifled, alf roof leader drains installed and stubbed 5. stormwater chamber excavated at rear of building, base slab formed, crushed stone base laid 6. transformer pad formed at front of building 7, masonry not yet cleaned RED ' On Information or Action Required: (, After review, no further mezzanine area is permissible by right Consider raised racks for equipment storage In mechanical room. Coordinate slab for possible new footings. Attachments: Distribution: Building Department Client Architect Contractor 1 Field 36 €"ssox Road, €psvric1), E.4r titc.jc€ursrti.4s 01938-25"V i;ktcasoiiir.: €toci ,ai<:Isifccts�Snaaro€t��c� t(Acp€i000: (Ml) 356 5065 racsimite' (9/8) 356 9111 Op, ` sgY '7£1 a fl�"s; ,✓ e,""r!WSJ y ,.,' Ar.hfted's Field Report Project: MisterSudzy - Car Wash Project Number: 10823 North Andoi& MA 1` / Field Report Number: 23 Date; Q5129102 Time: 11:40 AM Weather: hazy/humid Temperature Range: 71 deg F Work in Progress: 1. installation of baseslab reinforcing at rear right double drainage chamber(last remaining) Observations: 1. rear double drainage chamber complete and backfilled 2. cupola build on ground, roofed with copper. louvers stored on site not yet installed 3. mostdentrl molding installed at eave. end returns and 20'section at rear missing 4. ail rebars stocked on site for last drainage chamber 5. traflermoved Information or Action Required: ^° turd Isf. ��ta rcnr�r Attachments: o' i Distribution: t lient Architect Contractor 1 Field 36 Fssox Road, Ipswich, Oossnc:11twgt, lt124t€ -'1531 Cfcc€.I']tIIC; 14;Ch.nrr_hitccts(35VCF7zcin.RCt [etephone: )978)356 5065 facviinir-: (978) 356 9171 Architect's Field Report Project: Mister Sudzy - Car Wash Project Number: 10823 North Andover MA rA Field Report number: 24 Date: 06105102 Time: 1.30 AM Weather: overcast Temperature Range: 66 deg F Work in progress: 1. setting additional concrete water storage chambers at front of building for wash equipment water 2. installation of wall formwork at right/rear stormwater storage chamber 3. coring concrete pits and Installing water lines for wash equipment at drive through tunnel 4. setting Cl manhole covers to proposed grade Observations: 1. slab with reinforcing complete for right/rear storm water drainage chamber 2. structural engineer for stormwater drainage chambers on site for review of work 3. wash equipment drawings reviewed(numerous coordination items) RECEIVED JUN 2002 11 %` ,,EO nfte� T, No.505,6 Information or Action Required: Attachments: i Distribution: Building Department Client Architect Contractor/Field if) Bsex Ro,ld, tpwArh, A4zssac€meits 01938 -'PA) clrcfranic; 1<nch.irchita,ctsGwcriz<msut ketophone; (978)356 5065 facsiinitra: (978) 356 9371