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2004-806
TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (AU OCCUPANCY Pem-iit Number. P200408.06 Date Issued: Monday, May 17, 2010 This is to certify that work requested to be done as shown by Permit Number P20040806 has been completed. Location: 532 AVIATION.Rd Tax Map Number. 523400-302-005-0001-095-000-0000 Owner. GRJH, INC. TTa iVIa Number. 523400-302-005-0001-095-000-0000 Aphcar�t: COBBLEPOND FARMS SUNOCO Owner. GRJH INC.This structure may be occupied as a:. New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the d /�11�—-— "., property owner of the responsibility for compliance with Site Plan, r s Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040806 Application Number: A20040806 Tax Map No: 523400-302-005-0001-095-000-0000 Permission is hereby granted to: C 013BLEPOND FARMS ST TNOC O For property located at: 532 AVIATION Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. ape of Construction Value Owner Address: ATLANTIC REFINING&MARKET ATTN: PROPERTY TAX New Commercial Building $80,000.00 1801 MARKET St Total Value $80,000.00. PHILADELPBJA, PA 19103-1699 Contractor or Builder's Name /Address is Electrical Inspection Agency Plans&Specifications 2004-806 COBBLEPOND FARMS SUNOCO 2400 SQ FT CONVIENCE STORE AND GAS STATION $360.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, December 17; 2005 (If a longer period is required,an application for an extension must be'made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the December 17, 2004 SIGNED BY Quee ury• for the Town of Queensbury. Director of Building&Co Enforcement -RECEIVED ��x�i �r .xt Ap9liratiol ' -OCT 0 s 2004 Town of Queensbuxy—Dcpt of Community Dcvclopr4tnt,742 Bay,�,oad,Quedasbury,NYO1,11N OF QUL�;i"SBURY (518)7G1.8256 1 BUlL►b4A40 AM" COME A permit must be obtained before beginning construction. permit Mq No, I No+:nipection will be made until applicant has received a Fee Paid S 1 o� g►alid building permit. All applicants spaoes on this Reo.Fee Paid ligation tnustbe completed and must appear on d B pp the a Reviewey; ____•�,,�,, V— Pp applidatloa form. Apgliomt• 6! Address Po Address: 0 i!, 'pxcic •_ ,cattori: -LotNumbcz: - / -ouse umb� ��, _____._ e Sbdivision e: Tax Map Number: So a-'5' .= l New Building: residence commercial Estimated Market Value of Construction: $ c� ' � et Addition residence/ if as Addition,what will use of new addition be? a Alteration: residence./ oo=:raeroial a No change to exterior size: to%idenoe!com'1 o Other wcnkk(dowdbe ' Check QccnpstncyInformntion 1 Floor 2 Floor Other floor Total Below sq.ft, sq.ft, sq.ft.' Square red o Single*x617 dwollin t' Two f=ily dwellin at Townhouse o . Mul x dwelling 0 of units ® Office Mozc a ' ® Meaufksatu�n ® l oar dttaehed R=Se 0 2 car detached a c ' G 3 oar detached Suage e I car attached . ge lJ a 2 car aMched Z=Ze 0 3 car attached prage ® Storage building- oornmercial o Storage building- reaideritlai . ® O Et What is the proposed height of the structure.'�< �feet inches to Will arty s®eond-lumd or ungraded lumber be used4 Tf so,for what?, Al c'" �4 Type of Beating System: electric I oil $a wood !forced hot air baseboard/other: Number of Wkces to be ir?stelled Number of .92ffstQves to be installed , List below the person(s)responsible for supervision of work as regards to building codes: Naxx►e Address, Pbono Number Builder Pi,It Plumber Mason Declaration: please sign below after you Have carefully read the statement: To the best of my}mowledgo the statements contained in this application,together with the plans and specifications submitted,are a true and coasplete statement of all proposed work to be done on the described prenises and that all provisions of the,Building Code,the Zoning Ordinanco and all other laws pertaining to the proposed work shall bo oompliod with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that I/we shall submit,prior to a Certifleate of Occupancy or Certificate of Compliance being issued,as requested by the Zoaisng Administcator or Director of Building and Codes,ands&.gQ jU ey by a licensed surveyor;drawn to scale,showing aotual location of all now oonatmcti f Signature: f Ow=,ovmor s agent,zxob.tact,contractor 4 p 1 WINDOW SCHEDULE CMI.'. Job Site/Address: a Date: rial- Owner: Cm R::VIA `fin _ Application No. _ 19 9 0 � Window Windovi Window Unit ov Rough Rough SQ.FT. SQ FT � SC.ff Clear Clear Special Hardware Number or Manufaturor ModellType Block Operrin Opening , GiassNis Egress[CleOpening � Opening or Instructions Letter cm Name Numbe g Height Me Ven{ or VVId1h In Height ` Plan Ceti Width Light Opening Inches In Inches _ Size l b4 K 1�YAL (00�s 44 _Z.5,4Z sF 0 w 0 V- W 0 56 ,ko* a 4 Let, FIFK Ctaca.r� 7xC�'" 7Z� 3tQ� Z4.D75F ' ©s�' �sP Qs� (asp a.fl� ice' i EE -1 .1 1 i aample Entry A Andersen Warrotane 3062 3' 2 6'S '/z 15.30 8.36 6.01 34 24 16135" Tempered Double 113" 1 11/16 � Glazing Hun C!D6cumen(s arA SeuingsWue"cai 5cukW%TempNWjnduW Sch'edule.t tr. Job Site address: Date: o w o mo Q Owner: 1 Application No. FileNa. > N, 2® C tm a a . U-Z Building Permit — Calculation Sheet o 00 Natural Light; Ventilation &. Emergency Egress Requirements Hahitzble Area of Req.Light I Actual Req.Vim Actual Sq.FL �etna:ls !loom Roam 8%of Room Light 4%of Room /eat Opal 4 for in Area t Square Area Square Egress " I Square Footage I Footage Fcet ' i J 117 sF Z 33 sP S'� s� foZsFjz Sd z - Y 0 , i i 1 13 1 )r 7a - ---------------- r� j J - d y-'•�,ueNemenLrwm)BulAina.P rrdtFOA)OW%NntlighLVentiI.Csleule6on.Shtctdac l�f DRAFT COPY (3/21I03) CHECKLIST NYS BUILDING'CODE (BC) Building: 2� NYS FIRE CODE(FC) '"` NYS PLUMBING CODE (PC) Location: ��;�K NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: /012-7/0 NYS ENERGY CODE (ECC) Reviewer. f Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 . Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 6. No. of Sleeping Units/Level BC-202 14& No. of Units=Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 I 8 -Basement Definition BC-502.1 71 (See page 8 of this_check list) Legend: NR = Not Required NS=Not Shown. NA= Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC7505 73 10. Sprinkler System (water). BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172. Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 '74 Sprinkler Credit BC-506.3 75 a Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) c�.w��- 'Jeeq FC S®�.5� 31 If-�f 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2. 257 Exterior Wall Finishes BC-Table 1406.2_ 261 Combustible *Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 ,G No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 .17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Sto BC-716.3 108 16. Space K4c, hCnd8Min. Rm. Dim �°�`� BG1207.1 251 Min. Ceiling Height BC-1207.2 251 --� 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light((Nat. or Mech.) BC-1204.1 250 Exits ►�Cem,>k k,6 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1-004.2.4 .220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calc.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213, Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 �Gv is LC 1�03�3,2.�2- ,26C yy)6tu v'Sa /2 t,SK � aj s JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow, oading—Ground BC Fig 1608.2 296 Snow Loading—Roof(calc.) ASCE 7-98 DrifBng Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (ca1a.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 316 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 per, 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 . General Lighting-Exits-Stairs BC-1 003.2.1-1 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BG-Table-1'107.6.1.1 241 ' w �#of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 / ([Notes: 7. SPECIAL INSPECTIONS > BC J-�17/04 379 C`'p ,�frie'- t&r-e w+� si'le6,n!'/i h ,p'.14, LV`� cam, 61� s Ntic �14si -/�/i./-/S I o JAM � Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Centrjl Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+ZaVef FC-907.4.1 c101.9 72,_73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents_ FC-910 82 Fire Pumps FC-913 . 85 FC-903.140, l S(, 29. Plumbing Code Fixture Count PC-Table 403.1 21 Vk on F4L, 3tAflce SLk Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 - 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 ' 47 Labor Law Art. 10--A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine-area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area).. 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a walk floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a I hr. Are rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 Town of Queensbury Fire Marshal's Office EMERGENCY CONTACT UPDATE LTRS 2000 TO: WARREN COUNTY SHERIFF'S.DEPT. FAX: 743-2502 PLEASE PRINT DATE: 4116 tug- BUSINESS NAME: �b���- ��`°�� ��✓°`�-� BUSINESS ADDRESS: S 3 J �.�� tZI ""4 N BUSINESS PHONE: rr HOME g p CONTACT 1: ��® d IM PHONE(5'if)43q E-ggb ADDRESS: 16 HOME -CONTACT 2: " d csx_ S ve PHONE ADDRESS: This form is used to assist Emergency Service personnel who may be called to your business after hours. Please be sure that the persons listed on this form will be willing and available to respond during off-hours to assist Police and/or Fire personnel in gaining entry to your building. PLEASE BE ADVISED THAT FAILURE TO RESPOND TO ASSIST EMERGENCY SERVICE PERSONNEL MAY RESULT IN DAMAGE TO YOUR BUILDING TO FACILITATE ENTRY BY POLICE AND/OR FIRE PERSONNEL. Fire Marshal Steve Smith, Deputy Fire Marshal Mike Palmer Phone 761-8205, FAX 745-4437 Request Received Date: Schedule On Date: Time: Regular New York State Special Permit Number Inspection Uniform Fire Prevention & Building Code Queensbury Fire Marshal's Office 742 Bay Road, Queensbury, NY 12804 Phone 518 761-8205 Fax 518 745-4437 Business Name i ��j J lFl -h ! Cr9'r �i r 1��dC ✓vf,��c�� Address U C At, f Telephone Contact Person Contractor Telephone Fire Department Inspector Received By Date Q UNDERGROUND TANK CHECK LIST (OTHER REQUIREMENTS MAY APPLY) r Y• 1New York State DEC Notified and complied with. Y Underground product lines tested to 50 psi Electrical Inspection. (27 psi operating pressure). Fire Protection Equipment must meet current listing v N Secondary containment tanks tested for one hour. from UL. N Threaded joints must be sealed. Y N Tank at least 1 ft. away from building and 3 ft.from N Underground pipes have 6" of fill below and Ly property line. 18"of fill above. N Entire vehicle on premises when being fueled. Y Pipe in same trench separated by 2 pipe diameters �1' N Dispensers shall be protected from collision. side by side and 6"top to bottom (verify specs.). Y N Class 1 dispensers at least 20 feet away from Y 10 pound (40) BC Fire extinguishers within home fuel dispensers. 100 feet of dispenser. Y N All dispensers 10 ft. from property line and 5 ft. Y Fire suppression for gasoline installed to from building. manufacturer specs. and NFPA 17. All caps marked according to Uniform Code. Nozzle shall not extend beyond protected area. J�1 Master Control to shut off pumps (at least 20 feet N Fire suppression system automatically shuts down from pump). pumps. Y Automatic self closing nozzles, Y N Automatic operation of fire suppression. Y Manual operation of fire suppression in a remote Y No Smoking sign, no unapproved container sign, location with posted instructions. stop engine sign. N Nozzles fitted with blow off caps. ®Y N Valves should have pressure relief mech. that N Heat detectors not painted. drain back to the tank. N No more than 6 nozzles per cylinder(verify specs.). $,N No common openings with the building. N Pneumatic cylinder closer than 260'from chemical Emergency power shut off. cylinder(verify specs.). N Dispensing devices shall be listed. Y Pneumatic cylinder should not be exposed to temp. Y N Fill hoses shall not exceed 18 feet. below zero (verify specs.). Break away hoses. N All chemical cylinders activate simultaneously. Y Leak detection device on each pump which will N Nozzles not more than 14 feet above ground shut off the pump automatically. (verify specs.). Y N Rigidly anchored shear and thermal shut off Y Max area for 35#system is 8x13 devices at base of dispenser. 2� Max Area for 75#system is 24x13 or 8x26 N Class one/division one wiring within 18"of pump. (verify specs.). N 2 ft. of earth above, or 18"of earth and 6" of Y Suppression system test every 6 months. concrete or 8"of blacktop on top of tank. . Y N Vent pipes must be at least 12 ft. tall N Vent pipes should be 5'from building and 15'from HVAC. N Vent should have a flame arrestor N Filling, venting, and vapor recovery must be at least 5 feet from building: Y N Vapor recovery openings should have a spring loaded cap. N Tanks and piping hydrostaticly tested. N Tank must be UL listed. Underground leak recovery lines tested to 3 si. tes: Approved By: Date: White—Office Copies (3) Yellow—Business Copy Pink—Contractor Copy comdev:chrisj:word:undergroundtankchecklist08O22001 Town of Queensbury BUILDING , -, Fire Marshal's Office PERMIT 742 Bay Road NUMBER Queensbury,NY 12804 Phone Fax (518)761-8205 (518)746-4437 Fire Marshal's Special Permit Application Applicable to: 0 Combustible Fibers,100 Cubic Feet,Farms Excluded. 0 Spray Finishing,Coating,Dipping, 0 Dry Combustible Materials Exceeding 3500 Cubic Feet Total. 0 55 Gallon"Corrosives. 0 Flammable Compressed Gasses Exceeding 2000 Cubic Feet. 0 50 Pounds of.Oxidizers. 0 Non—Flammable Compressed Gasses,Exceeding 6000 Cubic 0 10 Pounds of Organic Peroxides. Feet. 0 50 Pounds of Nitro-Methane. 0 Explosives,Ammunition,Pyrotechnics,and Blasting Agents. 0 1000 Pounds of Ammonium Nitrate. 0 Processing,Refining,Blending,Flammable and Combustible Liq. 0 Liquefied Petroleum Gas Total,Capacity of 500 Gallons or More, 0 Install,Alter,Replace,tank,pump piping and other equipment Where 20 or More Persons Congregate. related to flammable and combustible liquids. 0 Waste Oil Heaters Found in Any Service Station, THIS APPLICATION AND ASSOCIATED DOCUMENTATION MUST BE REVIEWED AND APPROVED PRIOR TO THE COMMENCEMENT OF WORK. THIRD PARTY ELECTRICAL INSPECTION MAY BE REQUIRED. ALL APPLICABLE SPACES ON THIS APPLICATION MUST BE COMPLETED AND THE SIGNATURE OF THE. APPLICANT MUST APPEAR ON THE APPLICATION FORM. BUSINESS NAME WHERE WORK IS PROPOSED: OWNER OF PROPERTY: 41' N:; 1 MAILING ADDRESS: 945 %oot 47,O 5 for C,'C TELEPHONE NUMBER: �oO) 3 r04 " 94 3 J PROPERTY LOCATION WHERE WORK IS PROPOSED: V CTLr,.NJ �-�►1 s N`( tZ8 �� TAX MAP NUMBER:SECTION: 3o.Z S. BLOCK: LOT: DESCRIPTION OF PROPOSED WORK OR SPECIAL USE: �1S4-7`1 . vys�sq-tAJY4 ro�cv W%, 44U41 41-t,n ky aQ 1 s04-nsefs PROVIDE SI N43RAWINGS.AND EQUIPMENT DETAILS OF THE WORK PROPOSED PERSON(S) RESPONSIBLE FOR THE SUPERVISION OF 1THE.WORK AND COMPLIANCE WITH CODES: NAME: er I V'V% Jt�d W�S'F�V MAILING ADDRESS: bof4 TELEPHONE: NAME: g,0 N'') MAILING ADDRESS:. Pa 16 vX 417 T6,/6 0 C f 440'.0 6 F TELEPHONE:�S l g� S Z_7 DECLARATION To the best of my knowledge the statements contained in this application,together with the plans and speci= fication submitted,are a true and complete statement of all proposed work/special use on the described premises and that all provisions of the NYS Uniform Fire Prevention and=Building Code,The Code of the Town of Queensbury,and all other laws pertaining to the proposed work shall be comp!'a wit whether specified or noted,and that such work is authorized by the owner. Signature:. .Owner,Ow is Agent, Contractor,Architect Approved By: Date- BLDG. PERMIT NO. APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY e, A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; J . for the following uses: F ,rrhlllr`r ! _i DATE J " { SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby f�fQJPPROVED r ( )DISAPPROVED with the following conditions: � 1� j`jd�C,ti 5 /V C ems' SAPGJ !/fJje,0Jf-'Gl TEMPORARY CERTIFICATE OF OCCUPANC_Y FEE: ( )$10.00 DEPOSIT: ( )$100.00 _ received on '�15/ „c-- Date of_Issuance ` _rector of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF ,OCCUPANCY EXPIRES DAYS FROM.;THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. Application for Permit=S.Optio Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (S18) 761-8256 1. OWNER INFORMATION: -............................................-.....,,.....,, ... Office Use Location of installation: — Tax Map No.3�A•51 File Permit No. Owner's Name: G 0.) �Lv�C: Fee Paid Address: ?o >z �� ��Z o C'C a c1�,�. ............................... 2. INSTALLER'S NAME : PHONE NO, 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply, f ° bedrooms with applicable gallons per bedroom to equal total daily flow) -12ar of House: No, of Bedroomso — Total Dgily F1 0CT 0 s 2004 J 1980 or older x 150 gal/bdrm = B�D�QA t�t`lS8'URY 1980— 1991 x 130 gal/bdrm = 1D coD 1991—present x 110 gal/bdrm = ° Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes ./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Soil Nature Ground a e ck or Impervious Material atzr1 r Flat sand at what depth at what depth municipal Rolling loam feet —feet well Steep slope clay dwell; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch -. S. N ROpOSED SYSTEM: For lJew Construction: All individual sewage disposal systems must be designed b a licensed 8n Y professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size r' of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal) - Tile Field: each trench _ f. Total System Length: Seepage Pit(s): number of size of each: f. by ft. Size¢f Stone to be used: # / depth or thickness feet Bed,/System Size: x Alt tive System length andlor size 6. /FTOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each:_gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. , 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. c: Signet a of responsible person Date Commercial Final Inspection Deport Office No.: (518) 761-8256 Date Ins ction request received: Queensbury Building&Code Enforcement Arrive: 7s L' am/pm Depart: an-/pm 742 Bay Road, Queensbury,NY 2804 Inspector's Initials: " NAME: ; r1`S PERMIT#: LOCATION: DATE: f2l 3 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler a Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ction request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �04 NAME: I'r7^ (�L.� �1 d'^S PERMIT#. LOCATION: DATE: COMMENTS: Y N NA Chimney/°B"Vent/Direct Vent Location Plumbing Vent Through Roof 6°/Roof Complete Exterior Finish/Grade Complete 6°in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors> 3000 s .ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 w x 440([)/Canopy(I/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18' Above Grade Floor Bathroom WaLeNht/Other Floors Oka Relief Valve,Heat Trap/Water Temp.I 10 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalis I Fire Separation, 2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fine Stopping, 3,000 sq.ft.Wood Frame Attic Access 300 x 20'x 30' h , Crawl Space Access 18"x ZV Smoke Vents Or Fan, if required Elevator operation and Si na e/Shaft Sealed n Handica Bathroom Grab Bars/Sinks/Toilets �y� �� J/ k Handicapped Bath/Parking Lot S' na e Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides Active Listening System and Si na a Assembly Space Final Elechical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if As-built Septic Sys .!,em Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CPO Okay To Issue C/C . LABuilding&Codes Forms\Building&CodesUnspection Forms\Commercial Final inspection ReporLdoc Revised January 7,2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ;/S am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: r NAME: C-oUk J PERMIT#: `-7 - _ LOCATION: ATE: COMMENTS: Y N PTA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Trundles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. I10 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System _ Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible , Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] yZ�` f�� G/'� `r Active Listening System and Si age Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. ' As-built Septic System La out Required or On File _ :1h.sO Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler l Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Deport Office No.: (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: �?Ob am/ Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: b/o +�/'-` 6�' PERMIT#: LOCATION: _ D �' DATE: COMMENTS: Y N IOTA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Masers 7"/'Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/l_,ever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water'Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers _ Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and.Si is a Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque ec iv Queensbury Building&Code Enforcement Arrive: a Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials`, NAME: C 1 E PotY) FA�M� PERMIT#j� — LOCATION: 53� ��'AT}���n DATE/ — V , COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1191 Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I %a doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required / Elevator Operation and Si a e/Shaft Sealed j .\ Handicapped Bathroom Grab Bars/Sinks/Toilets 10 / -Handicapped, atj]y Parking Lot, i na e Public Toilet Room Handicapped Accessible `C/ Handicapped Service Counters, 34 in., Checkout 36" J� Handicapped Ramp/Handrails Continuous!12 in.Beyond [Both sides] Active Listening System and.Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req.V As-built Septic System Layout Required or On File \X- Building Number or Tenant Address on Building or DrivewayAl Water Fountain or Cooler / Building Access All Sides by 20' /Driveable Surface 20'wide / Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: &— /1-0 (p NAME: ��we LOCATION: -cA PERMIT Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: Vl L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection re s rec iv Queensbury Building& Code Enforcement Arrive: am/pm epart: 742 Bay Road, Queensbury,NY 12804 Inspector's In NAME: E _ PERM _►V LOCATION: 5 DAT COMMENTS: Y Y N IOTA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/.Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. S acing Platform/Decks Stair Handrail 34 in.—38 in./Ste 'sers 7" Treads 11" Vestibules For Exit doors>3 sq. ft. All Doors 36 in.w/L.ever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors ---,k / Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required fJ�E� To �Jtlt C Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handica ed Bm-4,'-rTarkjng Lot Si na e 10 Public Toilet Room Handicapped Accessible A�V\1 �� 'C J� Handicapped Service Counters, 34 in., Checkout 36" �—�- Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required GJC y Final Surve ,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or DrivewayVD �� Water Fountain or Cooler Building Access All Sides Hveable Surface 20'wide to Lv L;)t Okay To Issue Temp. orfpermanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Town of Queensbury 742 Bay Road, Queensbury, NY 12804 t,.s> Building & Code Enforcement Building Permit: Cobble Pond Farms Sunoco 2004-806 Phone:(518)761-8256 Date: 11/17/2005 Fax: (518)745-4437 Email: codesPqueensbury.net GRJH,INC. I T�M� ����� �� P-,E to %0I , PO Box 728 Sharon,CT 06069 Dear Lloyd, Your Temporary CO has expired and the following items must be completed in order to issue a permanent certificate of occupancy. If the items are not completed immediately our office will proceed with legal action: " 4 he ceiling tile below the attic access must be 1 — Me 0 F L - ` 6 A unisex handicap bathroom must be provided in accordance with the New York State Building Code requirements. The bathroom you decide not to correct will be labeled employees only as previously discussed. 7 Label the Handicap parking space at the handicap parking signong itistall a ne pat4iwg sign it4€@+it 4 44e- �yas�it b ' 8)Piovide a handicap se,vice counter 34"high by 36"wide at th eattnter. 9 Submit Final Survey with the approved plans, These items must be addressed immediately. Please feel free to contact this office with any questions regarding this matter. Sincerely BUI G E GE 1AN1y Documents\Residential Plan Review.doc '1W -. '? Commercial Final Inspection Repo 30 0-0 r Office No.: (518) 761-8256 Date Inspection req s rece' e Queensbury Building&Code Enforcement Arrive: a p Depart: am/ 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: `� -�1e'i�dC� PERM -- C _ LOCATION: �'rj - �T�l�t�1 (\Q DATE: 9— -" COMMENTS: 5 Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or E uivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors _ Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" 6\Zmcm Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed �`�` Handicapped Bathroom Grab Bars/Sinks/Toilets _ Handicapped Bath/Parking Lot Si na aPublic Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space \� \� Final Electrical Site Plan/Variance required Final Surve ,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc 11 �....s�VUJ Ur JL yUL�y1JU l i l + iJ1y1J1VLU•1 1\u.uuc— tru= If BUILDINGS, INC. www.mortonbuildings_carn ® 36 Route 4A East•Castieton,Vermont 05735-9298 Office:802/468-8700 Fax:8021468-8717 Town Of Queensbury 11-23-05 Building Department Queensbury,N.Y. RE: GR IH Inc_ Project located @ 532 Aviation Rd. To Whom It May Conceim: This letter is to inform all interested parties that Morton Buildings, Inc. has completed contract obligations for the construction of the building located at#532 Aviation Rd, town of Queensbury,N.Y. This building was constructed in accordance with the engineered plans submitted by MBl to the owner and building department. Respectfully. 4teeveHardin Project Manager Morton Buildings,Inc.: 1 I R Excellence—Since 1903 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection st re ive . Queensbuty Building&Code Enforcement Ate: _ m Depart: an�/pm 742 Bay Road, Queensbttry,NY 12804 ?j�n pector's Initia NAME: PE T 4/ C��4 LOCATION: ' , DATE: \Z— l-C6— COMMENTS: Y N NA l Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrai134 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka _ _ Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum �'f3 C-C CI \ 11J� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System k F1-V' -DbtA 'T-b MEAT Fresh Air Supply for Occupancy/Ventilation Combustion U131)F—}L HnA��b\C_Pkv Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area �6 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening S stem and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides ivcable-Sur-4ee 20'wide Okay To Issue Temp r errnanent C/O Okay To Issue C/C L:\Building& Codes Forms\Building& Codes\lnspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re es ei ed: Queensbury Building&Code Enforcement Arrive:V'm a Depart: ', a� 742 Bay Road, Queensbury,NY 12804 Inspector's Initia - NAME: C,� Porn F��NI-1 PERMI 7--i�G� -' OCR' LOCATION: DATE:° `'Z COMMENTS: Y N NA tiTcM�D �--V-\ONA Chimney/"B"Vent/Direct Vent Location -0K p Plumbing Vent Through Roof 6"/Roof Complete �- Exterior Finish/Grade Complete 6"in 10' or Equivalent Vl Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. S2acing Platform/Decks ` Q Stair Handrail 34 in.-38 in.i Step Risers 7" Treads 11" Vestibules For Exit doors>3000 s . ft. J All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(])/Canopy or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . ft. '/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building& Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc i ax iviap raium ow.\,A,r_�Lv —�— -1J LUy 1willum NOTICE OF VIOLATION —ORDER TO REMEDY Town of Queensbury: 761-8238 Date: t 2- 742 Bay Road Queensbury,NY 12804 Name: 1 Address: Dear You are hereby notified that you have been found to be in violation of the Town of Queensbury Code , Section _, Subsection The specific violation is: T yWL �A b —+ -�yTE 0 as observed by the Code Enforcement Officer on 12— — 1 H --Cx5 The following corrective measures should be taken no later than or court action may be commenced: Tb If you have questions, ) contact me. Sin y, od of cement Officef ( q,-- ease note: A violation off is ode may be punishable by a fine not to Exceed$ Eb ZQ ach(time period) �f continued violation shall constitute an additional,separate offense,after court determination. 9/25/2001.form LSueHemingwayVoning0f eWofice of Violation Log Number doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection eques eceiv d: Queensbury Building&Code Enforcement Arrive: am/pi Depart: `` a 742 Bay Road, Queensbury,NY 12804 Inspector's Init als: NAME: �o PERMIT : • Z�:) LOCATIO NL Rc) DATE: ll_ OMMENTS: Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent l Interior/Exterior Guardrails 42 in.Platform/Decks l Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. 'Ste Risers 7' /Treads 11" Z Vestibules For Exit doors>3000 s . ft. 0 � R m-6E L�A�F F1 s1�1 All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum ✓ C �—� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System (-nc (�CS: J Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site —wL Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2doors > 1o�io> l000 s . ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire 1 JE aR-Mvc-0 Dampers/Fire Doors 6 �A, 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame {� (� Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" 4 l� e��� v C'�,� -- Smoke Vents Or Fan, if required � � R Elevator Operation and Si a e/Shaft Sealed C-f Handicapped Bathroom Grab Bars/Sinks/Toilets ' PBZ)\,>NOT-- Handica ed Bath/Parking Lot Si na e fv ��� Public Toilet Room Handicapped Accessible njt andica ed Service Counters, 34 in. Checkout 36" Han tea ed Ram /Handrails Continuous/12 in. Be on Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,l req. Ak-L As-built Septic System Layout Required or On File ` Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O V \�l %A\CA��"1 Li3\SX--. Okay To Issue C/C 16 111E- 1 :]� Last printed 6/3/2003 9:27 AML:\PamW\Building &Codes\Commercial Final Inspection Re ,`�oc I Town of Queensbury 742 Bay Road, Queensbury, NY 12804 _ Building & Code Enforcement Building Permit: Cobble Pond Farms Sunoco 2004-806 Phone:(518)761-8256 Date: 11/17/2005 Fax: (518)745-4437 Email: codesPgueensbury.net GRJH,INC. PO Box 728 Sharon,CT 06069 Dear Lloyd, Your Temporary CO has expired and the following items must be completed in order to issue a permanent certificate of occupancy. If the items are not completed immediately our office will proceed with legal action. 1)Final grade at building must drop 6" in the first 10' fi-om building. 2)The sidewalk curb at the font elevation east side is more than 8"high, the required maximum height is 7", this must be corrected. 3)The final grade at the west side exit must be flush with the concrete sidewalk. 4)The ceiling tile below the attic access must be labeled. 5) Ceiling insulation needs to be verified. 6)A unisex handicap bathroom must be provided in accordance with the New York State Building Code requirements: The bathroom you decide not to correct will be labeled employees only as previously discussed. 7) Label the Handicap parking space at the handicap parking sign and install a no parking sign in front of the existing hashed access aisle 60"high above grade to the underside of sign. 8)Provide a handicap service counter 34"high by 36"wide at the main service counter. 9) Submit Final Survey 10) Submit approval letter fiom Morton Buildings that the building was built in accordance with the.approved plans. These items must be addressed immediately. Please feel free to contact this office with any questions regarding this matter. Sincerely. BUI NG E GE HAMy Documents\Residential Plan Review.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE / Received: Permit# ���C y INSPECTION ON: Name: /;1)Vn Af Jra&g6�i' t?, LID AM PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH Ile, SECONDARY AISLE WIDTH ' d i EXIT SIGN-NORMAL V C. EXIT SIGN-BATTERY EMERGENCY LIGHTING / FIRE EXTINGUISHER HUNG PAoruk1door A//A l w i®o FIRE EXTINGUISHER INSPECTION X FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS co CLEARANCE TO SPRINKLERS �J CLEARANCE TO ELECTRICAL Putp ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN K THIS DAT OK FOR CO OT OK INSPECT BY COM DE1l/C HRISJNVORDILETTERS20011FIREMARS HALT NSPECTIONREPORT11 001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# INSPECTION ON. 17- b Name: ,o M NYTIME r Location: °Il� 1VA APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING _ FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION )C FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM _. FIRE SUPPRESSION-KITCHEN , plle�,o FIRE SUPPRESSION-GAS K�Y� ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED b COMBUSTIBLE WASTE _ VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN Mi,4,� Alice -Pi4, Wed' Im , OK THIS DATE lc FO NOT OJK C(p ZG eomalveal-- 1 IN CTED B COMDEV/CHRISJArVORDILETTERS20011FlREMARSHALINSPECTIO R PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY C-) e Oo Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: C.0281✓E- PERMIT#: LOCATION: Ill)1 P7, Od'� JZolaID DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 1w. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc i Y � Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re est e eiv d: Queensbury Building&Code Enforcement Arrive: a pm Depart: �=- a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: Cs�= Pe��`,� �r�� 1j PERMIT Z 0C-)1--1 LOCATION: DATE: f (tom es CONVEVIFNTS: Y N NA bt VEvZfvUV Chimney/"B"Vent/Direct Vent Location UO\ Plumbing Vent Through Roof 6"/Roof Complete -f-`-\Av3 '� (g Em-v al)( Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks `U `�� ooR Interior/Exterior Ballisters 4 in. Spacing Platform/Decks �'� Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" 6 k na E��.T Vestibules For Exit doors>3000 s . ft. ���PJ� All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above GradeQa-'- Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Cv EZ Fresh Air Supply for Occupancy/Ventilation Combustion (---, ��JC'� � Low Water Shut Off For Boilers V-D Q-- Gas Furnace Shut Off Within 30 ft. or Within Line Of Site — �-io.3v\C-NyPc�> Gv-)� Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/R.eceiving/Shipping Room(2 hr.), 1 '/2 doors t > 10%> 1000 s . ft. '/a Hour Corridor Doors &Closers i` b\DEf Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame , _ « Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" \ \ Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Zl-t v Q Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a Public Toilet R Lcqpyed Accessible Handicappeeervice CQuateLsL4 in. Checkout 36" iL C�v IJT� Handicap ed Ram /Handrails Continuous/12 in.Beyond V\ Active Listening System and Signa e Assembly Space 3� Final Electrical Site Plan/Variance required final Survey,N,ew Structure/Flood Plain certification,if req. 1 titlt� V ;�c� As-bufft eptic System Layout Required or On File Ez" Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide C-`- I L-1 13 L Z(J6t)L Okay To Issue Temp. or Permanent C/O C Okay To Issue C/C 1 1 R=a- Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doFWZ)QA�— Town of QUeensbury � Fire Marshal's Office 742 Bay Road " - Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# (D`C Wb INSPECTION ON: Name: vac otih I�ctt\n--S /-AM— PM ANYTIME Location: ,w,i, \yl7 _ APPROVED - N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE CtC o MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL X EXIT SIGN-BATTERY )( EMERGENCY LIGHTING Xc FIRE EXTINGUISHER HUNG , FIRE EXTINGUISHER FISPECTION P RE EXTINGUISHER HYDRO Q.`r Doc, - FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS O ISLAND HOOD INSTALLATION INTERIOR FINISHES �- STORAGE COMPRESSED GAS _ ?� CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL X ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION X !�l� G't FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN <r EMERGENCY EVAC PLAN _ ®K THIS DATE K R CO T OK INSPECTED BY COM DEVECHRISJMPORD/LETTERS2001/F IREMARS HALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury �GV� Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 )�_ Phone (518) 761-8205 Fax(518) 745-4437 / L Fire Marshal's Inspection Report Req '/ SCHEDULE Received: 7 U� Permit# `�- INSPECTION ON: G Name: aLAj Wv-W !s D - (�— AM ANYTIME Location: 3 ol-AW 44� � APPROVED N/A. YES NO r �COM NTS EXIT ACCESS M -GJ�-(� J7`_ EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH Cb P r �;� P-I r c--t(A Ca-L- EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG �!� 1� Sr c�vcJr•-hv-�G 1 �► ��'�--- FIRE EXTINGUISHER n INSPECTIONi�;v� P '�t ti FIRE EXTINGUISHER HYDRO Luc sc rc.. FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM �7 FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND l HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OK O CO NOT OK 7 INSPECTED BY COM DE1//CHRISJIWORDILETTERS2001/F IREMARS HALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection rged, Queensbury Building&Code Enforcement Arrive: apm742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: Ct`of�u= ��ztt�_� �J PERMIT —ALOCATION: � � Z \i t11�C DATE: 6— COMMENTS:, Y N NA Chimney/"B"Vent/Direct Vent Location Ipp,"%v.'�L- Plumbing Vent Through Roof 6"/Roof Complete -`- e t cc�l- E M-\• Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks ti ���' t oR ►-1c�v�O� � Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required `a7C�' Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Okay - Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors t > 10%> 1000 s . ft. LAB' S " 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame _ tJ�; \tom ��, \� L�t Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" � _ Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Ro Handica ed Accessible Handicappeeenice 4 in. Checkout 36" ;_�v cL.t✓ ��=il iil� Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required final Survey,New Structure/Flood Plain certification,if re � N\-�C. As-bui t e tic System Layout Required or On File jl Building Number or Tenant Address on Building or Drivewayt _ Water Fountain or Cooler �� / Q Building Access All Sides by 20'/Driveable Surface 20' wide --i t 1 L ('YD0i_� C,1' Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.do� U �� c,)--�r)-I-- Rough Plumbing ` Insulation Inspection .Report Office No. (518) 761-8256 Date Inspection reques e eiv d° S L Queensbury Building & Code Enforcement Arrive: a , p ,part: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials ` NAME: PERMI #: o`er) —896� LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' N N/A Rou h Plumb' / Nail Plates umbin Vent / Vents in Place 1B 1 1/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test l Drain / Vent J/ Air / w6P / ft. above hi hest connection for 15 minutes ress=Supply Pipin Air Head '-SO P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 \`OToundation Inspection Report Office No. (518) 761-8256 Date Inspection re uest c 0ved: qA Queensbury Building &Code Enforcement Arrive: t� a Depart: an ` i 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r NAME: l -�7 S �C < ,JoLc� PERMIT#: �_ LOCATION: INSPECT ON: L1115G TYPE OF STRUCTURE: ew? � Com euts Y N N/A Footings I Piers lX Monolithic Slab % Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement !of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio i'l nterio mot,�erior y R- Rough Grade 6 inch drop within 10 ft. L kSueHemingway\Boilding.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 Q-(V Foundation Inspection Reportq--" ' K-e- Office No. (518) 761-8256 Date Inspection revues r e'. ed: Queensbury Building &Code Enforcement Arrive: ana/p i Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: � ' PSPfRi IT#: 9 00 LOCATION: (; ECT ON: TYPE OF STRUCT commeut's / -- V Y N N/A Footings Piers — Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump `v Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill_Approval j mbi79 Under Slab PV Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re rec 'ved: Queensbury Building& Code Enforcement Arrive: _ p epart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERMIT#: ' LOCATION: ( INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Ming Jack Studs/Headers 1, Bracing/Bridging T"1 Joist hangers Jack Posts/Main Beams G� pD Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. `--���'C—_ Notches/Holes/Bearing WallsTD� Metal Strapping for Notches Top Plate 1 %s (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trussesC�E,D��� Anchor Bolts 6 ft. or less on center L� Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\I3uilding.Codes.Inspection.FORMS\Framing Firestopping inspection Report.doc January 28,2003 16 - IaPrI, Framing / Firestopping Inspection Report l Office No. (518) 761-8256 Date Inspection r u st r e' ed: 5 Queensbury Building& Code Enforcement Arrive: am/p epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Init als: NAME: C p�'l�P0Y-,. 401\0 elo PERMIT#: LOCATION: S`� INSPECT ON: 2 S p s TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack uds/Headers C-at—\P tJd',LLtJ� ptL� Bracin Brid ing C�o� -t-�v36� Joist hangers LID Jack Posts/Main Beams P p rT `l Exterior sheeting nailed properly 12"O.C. l � Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Gfw_ Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 C S Foundation Inspection Report CZ -fl0 Office No. (518) 761-8256 Date Inspection req t re eived: Queensbury Building &Code Enforcement Arrive: a pm epart: R�/ 742 Bay Rd., Queensbury, NY\ 12804 Inspector's Initial . I S v�0 -e7 // �� NAME: _ PERMIT#: 0 `4 D LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings Piers �� s Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspec tionTORNISToundation Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: _Permit# INSPECTION ON: Name: _�,.�t►�?w l S two C_v � 3� AM PM ANYTIItAE Location: ay,0 \-n_ I 'p APPROVED __ _ — ----- NN/A YES NO COMMENTS EXITS �_ T AISLE WIDTHS EXIT SIGNS-_NORMAL _ - BATTERY EMERGENCY LIGHTING _ _ -�� � A )�����` FIRE EXTINGUISHERS — FIRE ALARM SYSTEM __! �v R)4. FIRE SPRINKLER SYSTEM _ FIRE SUPPRESSION SYSTEM -- - HOOD INSTALLATION _ INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS �- 1 v o , a CLEARANCE TO HEATING UNITS L 5 UPS Il D,cLScC, CLEARANCE TO ELECTRiCAL� _ REQUIRED SIGNAGE EMERGENCY PLAN_ MAXIMUM OCCUPANCY SIGN CHIMNEY --- ' -- 15 �lg � ne SS u��7�� I Iq 5 MASONRY ROUGH IN — ------•---- -- �ELF Uzi r ex(� CHIMNEY -_----_-____- FINAL_ FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL_ VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE ---�— MASONRY ROUGH IN _. = OK THIS DATE OK FOR CO NOT OK FINAL FIREPLACE ------^-- FACTORY BUILT ROUGH IN l------- �t— INSPECTED BY FINAL i _ CO MUEVIC HRISJMWORDlLETTERS2001/FIREMARSHALI NS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY a Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest e ei ed: Queensbury Building &Code Enforcement Arrive: am/p Depart: , m 742 Bay Rd., Queensbury, NY 12804 Inspector's In ials: NAME: �� `G�1' P IT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Mo olithic Slab enforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ �--7J Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- `` EZAN& Rough Grade 6 inch drop within 10 ft. . �� Vic\ - (�•�:`- LASueHemingway\Buil ding.Codes.Inspec tion.FORMSToundation Inspection Report.doc, January 28,2003 i r. TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY: 12804-5902 October 27, 2004 G.R.J.H., Inc. P.O. Box 728 Sharon, CT 06069 To Whom It May Concern: This Department has found .the following deficiencies exist on the plans submitted for the convenience store to be locatod at 532 Aviation Road: The mechanical room needs to have a one hour fire rating around it, as this was used for mechanicals and storage. This building has to be provided with two exits, as it will not meet the requirements for one exit. Therefore, the rear exit must be totally -handicap accessible with a canopy placed over it for ice and snow protection, and a /sid walk that leads to the main parking lot area. A/, 1f//��.� An interior layout must be provided for the store counters to show aisle widths are maintained at a minimum of 44 inches. All structural calculations for this structure, must be submitted showing snow, wind, floor, and seismic evaluations have been done on the building. The material must include all calculations, along with the values required for this area. There are no exit lights and emergency lights shown on the plan. Exit lights and emergency lights must be provided throughout the space to direct the public and occupants to the exits. The entrance to the store must be handicap. accessible. There is no detail showing how that will be accomplished. �7�. The checkout counter.must be at a maximum of 34 inches high above the finished floor, and a detail must be provided on the plans. V We need signage shown for the handicap bathrooms. O9Mechanical ventilation system must provide fresh air to the occupancy, as required by the mechanical code. therefore we need design details to show how the ventilation system will bring in outside pair to the occupancy. he Energy Code evaluation done on this building was done ,for Saratoga, New York. You must change the application to show Glens Falls, New York, or Warren County, with the proper degree days, to ensure that this building does ,meet the Energy Code of New York State. L�IL,f �,P YI.The correct address for this building is 532 Aviation Road. Please make sure that all correspondence and anything that requires an address for this building shows as 532 Aviation Road. ae fee of $360.00 has not been paid and must be submitted before the permit is issued. Once the above items have been addressed to the satisfaction of this Department, a building permit will be issued. Thank you for your attention in this matter. Sincerely,, To of Quee ry David Hatin, !rector Building and Code Enforcement DH/mg L.\Maria\MARIAG\G.R.J.H..doc "Home of Natural Beauty ... A Good Place to Live " TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith Date: November 24, 2004 Re: Plan Review Comments-Cobblewood Farms Sunoco BP#2004-806 I reviewed the submitted drawings for this project and have the following comments: 1. Although it is not required, a smoke detecting system(partial coverage)is provided. We will need final test/acceptance report when completed. 2. Drawings show a stove and an oven in the building. This will require a Type 1 hood and fire suppression system. We will need to see drawings for both. 3: Exit/emergency lighting appears acceptable. 4. Fire extinguisher placement will be determined at a later date. Steve TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT ARLEN ASSOCIATES [LETTER V T D QRSEOUTL& 2552 Fawn Ridge CASTLETON, NEW YORK 12033 DATE (518) 477-4227 ATTENTION `` 0 �, ^SS4 L�' Ll1V/Sj/� c� - RE: TO �j� QZ- I ©I' Qum i960ey > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 I�sl✓ �w� THESE ARE TRANSMITTED as checked 'below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS P�%fZ -- ^C'�"�'- C�P ( y►1 l A-DperD AAQ i 9- S L 1 ors f -,a t Z Dt COPY TO !,-5xStjr!rV 7-6 SIGNED: PRODOCT240-3 Inc,Groton,Mm 01471. If enclosures are not as noted, kindly notify us at once. Page 1 of 9 EOR.`G'RJH; Inc: JOB#.13' 0723 BUILDING DESCRIPTION: WIDTH..................................... BW `-42 ft, LENGTH................................... BL:,=60•ft.1 OVERHANG WIDTH.................. `OW RECEIVE® EAVE HEIGHT.......................... EH "=115•ft ROOF SLOPE.......................... RS 6' /12 1 f•l Sam, BAY SPACING......................... BS. ..`7.5� NOV 2004 BUILDING CLASSIFICATION...... lBC TOW AF 4AND BUODE DESIGN LOADS: ROOF LIVE LOAD....................... i LL-33 psf; DEAD LOAD............................... `DL:=4•psff CEILING LOAD........................... JCL.='3•psf. WIND SPEED............................ V zc :-=90 mph EXPOSURE CATEGORY............. $EC.="B"E _ ENCLOSURE CLASSIFICATION... .EnC ;_"ENCLOSED":- 1 WIND IMPORTANCE FACTOR..... 1 � ='1.0 _ .. REFERENCED STANDARDS: ASCE 7-98 IB`C 20'00 COLUMN CALCULATION: p.A.2E.1 p.A.3E.1 1 A.1 E.1 EH= 12.5•ft p� BH= 11•ft p.A.4E.1 BW= 42•ft I r WIND DESIGN COEFFICIENTS: WIND DIRECTIONALITY FACTOR.................................................. KA :=0.85 3-SECOND GUST SPEED POWER LAW EXPONENT..................... a = 7 NOMINAL HEIGHT OF THE ATMOSPHERIC BOUNDARY LAYER.... z n= 1200•ft MEAN ROOF HEIGHT................................................................... H= 17.75�pa�susa csft, HEIGHT ABOVE GROUND LEVEL (ASCE minimum)....................... z= 30t, SLEW VELOCITY PRESSURE EXPOSURE COEFFICIENT........................ K zti VELOCITY PRESSURE... 0.00256•K K V 2I sf 12.348 s- o ° v 9 '= z' d• 3S w•P 4 = 'P �v! °o ° EDGE STRIP WIDTH....... ESW= 4.2•ft < END ZONE WIDTH.......... EZW= 8.4•ft V' v � ' P9a'�09Fs54®F14®®�8�® Page 2 of 9 t INTERNAL PRESSURE COEFFICIENTS: GCpiIN= -0.18 GC pi.OUT= 0.18 EXTERNAL PRESSURE COEFFICIENTS - CASE A -TRANSVERSE LOADING: END ZONES GC pf.A.lE= 0.728 GC pf.A.2E_—0.19 GC pf.A.3E_—0.585 GC pf.A.4E_—0.535 INTERIOR ZONES GC pf.A.l - 0.55 GC pf A 2-—0.099 GC pf.A.3 -—0.447 GC pf.A.4=—0.391 DESIGN PRESSURES-CASE A -TRANSVERSE LOADING: END ZONES p A.1E.1 q'(GC pf.A.1E— GC pi.IN) p A.1E.1 = 11.21-psf p A.2E.1 '=q-(GC pf.A.2E— GC pi.IN) p A.M.1 =—0.127-psf p A.3E.1 q'(GC pf.A.3E— GC pi.IN) p A.3E.1 =—5.001-psf p AAE.1 '=q'(GC pf.AAE— GC pi.IN) p AAE.1 =—4.383-psf p A.lE.2 '=q-(GC pf.A.1E— GC pi.OUT) p A.lE.2= 6.764-psf p A.2E.2 '=q-(GC pf.A.2E— GC pi.OUT) p A.2E.2=—4.572-psf p A.3E.2 :=q-(GC pf.A.3E— GC pi.OUT) p A.3E.2=—9.446-psf p A.4E.2 '=q'(GC pf.A.4E— GC pi.OUT) p AAE.2=—8.829-psf INTERIOR ZONES p A.1.1 =q•(GC pf.A.l— GC pi.IN) p A.1.1 = 9.011-psf p A.2.1 '=q-(GC pfA.2— GC pi.IN) p A.2.1 = 0.998-psf p A.3.1 '=q-(GC pf.A.3— GC pi.IN) p A.3.1 =—3.299-psf p A.4.1 '=q'(GC pf.A.4— GC pi.IN) p A.4.1 =—2.601-psf p A.1.2 '=q-(GC pf.A.l— GC pi.OUT) p A.1.2= 4.565-psf p A.2.2 '=q'(GC pf.A.2— GC pi.OUT) p A.2.2 =—3.447-psf p A.3.2 '=q-(GC pf.A.3— GC pi.OUT) p A.3.2=—7.745-psf p p A.4.2 q-(GC pf.A.4— GC pi.OUT) p A.4.2=—7.046-psf Page 3 of 9 MAIN WINDFORCE-RESISTING SYSTEM: END ZONE HORIZONTAL LOADS P A.Ewall = 15.593-psf P A.Eroof= 4.874,psf INTERIOR ZONE HORIZONTAL LOADS P A.wall= 11.611-psf P A.roof= 4.298-psf DIAPHRAGM PROPERTIES/(STITCH SCREWED) DIAPHRAGM: Ultimate Shear: 177 Ib/ft 275 Ib/ft Safety Factor: 2.5 2.5 Duration Factor: 1.33 1.33 Allowable Diaphragm Shear= (177/2.5)(1.33) = 94.2 Ib/ft Allowable (Stitch) Diaphragm Shear= (275/2.5)(1.33) = 146.3 Ib/ft Allowable Diaphragm Shear(7/16" OSB, wall) = 0.82*(240) = 196.8 Ib/ft (IBC Table 2306.4.1) END ZONE LOADING TO ROOF DIAPHRAGM: w E.wall .375•EH•p A.Ewall cD E.wall= 73.091*plf RS BW w E.roof'= 12 ' 2 P A.Eroof w E.roof= 51.173,plf END ZONE LOADING TO ROOF DIAPHRAGM EL w E.wall+m E.roof EL= 124.264-plf INTERIOR ZONE LOADING TO ROOF DIAPHRAGM: (0 I.wall '=.375•EH•p A.wall w I.wall = 54.428-plf RS BW w I.roof'= 12 ' 2 ).p A.roof w I.roof= 45.125-plf INTERIOR ZONE LOADING TO ROOF DIAPHRAGM IL w I.wall+w I.roof IL= 99.552-plf Page 4 of 9 130 WIND LOADING DIAGRAM 126 BL—;E7_W 122 118 114 I10 106 102 98 94 90 0 10 20 30 40 50 60 Building Length 3194.14 SHEAR DIAGRAM 2555.31 1916.49 1277.66 638.83 -638.83 0 10 20 30 40 50 60 -1277.66 -1916.49 -2555.31 -3194.14 Building Length SHEAR TO ENDWALL SHEAR TO END= 3194.143•lb NOTE: Roof Width: RW:=BW+2.OW RW= 46•ft Allowable 'Diaphragm_Shear Roof:=94.2•plf•RW Allowable Diaphragm_Shear Roof=4333.2•lb Page 5 of 9 COLUMN DESIGN CRITERIA: Column analysis with Roof Diaphragm; therefore, columns are considered as propped cantilevers. P:=(LL+DL+CL)•BS•(BW+OW) P= 6900•lb P Columns in End Zone EZW= 8.4•ft w:=P AAEJ•BS M -w•EIi2 0 _ a 8 0 M a= 1642.036•lb•ft -- LOWEST SPLICE CUTOFF X= 1.5•ft M b :=r3•w•EH•(EH- X)1- w(EH-X)2 L8 J 2 1.5•ft M b =-751.396•lb•ft END ZONE COLUMNS s 1.5•ft PN= P- UPLIFT MAC X= 1.5-ft PN:=P- L-PA.2E.1'BS (B2+OW/J Column Size= "3 - 2x6 Laminated ,Column" A= 24.75^sgin F c= 1750-psi S= 22.69-cuin F b = 1900'Psi Id= 24 P N 2 M a '12. in INTERACTION VALUE :_ + A•171 c•1.6 fc S•F b•1.6. 1- F CE INTERACTION VALUE = 0.737 SPLICE CHECK(Mb) As 24.75-sgin F c s= 1750-psi S s= 15.13-ruin F b s= 1650-psi in PN 2 Mb 12Ift1 INTERACTION_VALUE ._ + ` J As•F1 c•1.6 fc S s'F b.s'1.6. 1 - F CE INTERACTION VALUE = 0.65 Page 6 of 9 TRUSS TO COLUMN CONNECTION: Truss is saddled between outside members of column and bearing on center member with (3) 1/2" Diameter through Machine Bolts and.(12) 20d R.S. Nails Connector Load = 4671.3•lb P= 6900•lb Center-Member-Is= "2x6" Area centermember= 8.25-sgin Bearing-Stress :_ (P- Connector_Load) Bearing_Stress= 234.909-psi Area centermember'1.15 FOOTING: Allowable Soil'Bearing Pressure �2000 psf P= 7687.5•lb (column load plus brick load) Footing_Diameter= 28-in Footing_Thickness= 11-in Footing_Diameter2 Area act Area act= 4.276•ft2 4 Area req d'= P Area re d= 3.844•ft2 Allowable Soil Bearing_Pressure q PURLINS: 2 x 4 purlins, No.2 SPF F b :=1509.4-psi Purlin spacing............. LPS '=23, int Roof sheeting load....... SL:=0.9•psf Purlin dead load.......... PL:=1.1•psf TOTAL LOAD :=LL+SL+PL TOTAL-LOAD = 35-psf M max'_.1071-TOTAL-LOAD in LOAD• PS BS2 M max= 404.135•lb•ft r , 11 ft/l M max'12•(lnl S re d'- ft/ S red= 2.794-cuin q Fb•1.15 q Page 7 of 9 SIDEWALL NAILERS: SP = 7.125•ft 2 x 4 nailers, 2100f MSR SPF F b :=2100•psi NAILER SPACING....................... 1NS �35 5 fin= NAILER TRIBUTARY AREA.......... NTA 22 187,sgft NAILER WIND LOAD................... NWL.=19 5 psf NWL NS .(Sp)2 12•(in� M max:= ft 8 M max= 366.068•lb•ft M max'12•(in S reg d'- 1 Fb•1.10.1.6/ S reg d= 1.189°cuin Page 8 of 9 i EMBEDMENT: Design Criteria: Restrained at ground with Base Anchor Straps in concrete floor To find required embedment depth, solve simultaneous equations below Initial try: d 4;ft S 3' =1600 psf# hP :=M a B = 0.592•ft GIVEN d 2=4.25•hP S3•B 53=150.2.1.33•d•( lb 1 tuft d S :=Find(d,S 3) 3 COLUMN EMBEDMENT DEPTH: d= 3.091•ft S 3 = 1233.479•psf Soil Classification#4 BASE ANCHOR STRAP CHECK: 300 Horizontal Shear at Grade: 5 3/16"X3/4"X30" SHEAR: P AAE.2•EH•BS$ H.R. Flat Steel SHEAR= 517.298•lb Allowable Shear resisted by two Base Anchor Straps: 0.177"x 2.25" Consider 22,000 psi steel Stainless Steel Steel Area = 0.105 in2 Anchor Nails Therefore Allowable Shear =4620 lb 3 Member Column Allowable Shear resisted by 8 -Stainless Steel Nails: = 8(216)(1.6) =2764 lb Allowable Withdrawal of Strap in Concrete: _ (1.0 in)(0.75 in)(2)(2000 psi) = 3000 lb Page 9 of 9 i SEISMIC DESIGN Seismic Useu Group "I"[ Site Class "D" Spectral response acceleration @ short periods (SS): IS-'- 355= s..::; Spectral response acceleration @ 1-second periods (S,): S'1 104 Site coefficient(fa): F.a= 1.516 Site coefficient (Q: F v= 2.384 Sms '=Fa•ss Sms= 0.538 S m1 :=Fv•S 1 S m1 = 0.248 SDS•=I2/.Sms SDS= 0.359 3 S D1 '_ •S ml SDI = 0.165 3 Seismic Design_Category_S s= "C" Seismic Design_Category_S 1 = "C" Note: Most severe category governs; therefore Seismic—Design Category= "C" Response modification factor(R): R SIMPLIFIED ANALYSIS PROCEDURE (SAP) FOR SEISMIC DESIGN OF BUILDINGS 1.2•S DS V:= W R V= 4435.093•lb Wind design: Shear in the X-X direction: 6388.3 lb Shear in the Y-Y direction: 8276.8 lb Total Seismic base shear is much less than the Wind base shear and therefore the wind governs per IBC Sect. 1614.5 LUMBER SPECIFICATIONS Truss Design Load - 312 plf Top Chord 2X10 SYP NO. 1 KD19 1. 7E6 Lower Chord 2X4/2X6 1950 MSR 1. 5E6 Web ( 1, 3, 5) 2X4 SYP NO. i KD1.9 i. 7E6- Req'd Truss Load - YO psf at 75 0C. _ ZDO plf Web (2, 4) 2X6 SYP NO. 1 KD 19 1. 7E6 TRUSS PLATE DATA - (ANSI/TPI 1-1995) 20 GA. 18 GA. LOADS AA 86 psi 108 psi .3 psf Later TCLL 3 al EA 87 Psi 101 Psi P Load .duration factor = 1. 15 Design Value AE 59 Ps•i 43 Psi TCDL psf EE 63 Psi 46 Psi LCDL 3 psf Tensile Value 0. 403 pli 610 pti 90. 403 p11 610 pli MEMBER FORCE TABLE Shear Value ' 0. 275 pli 410 pti Member Forces Member Stresses 30. 259 pl I 361 pt I Bend i n Axial Bending Ax i a t 60. 315 pll 410 pit g 90. 276 pli 403 plI Member CSI ( i n-lbs) C lbs) ( psi ) ( psi ) 1200 261 pli 363 plI 150. 306 pl I 428 pt 1 TC 1 . 821 13193. -10436. -616. 8 -752. 2 11x15 TC2 . 831 -14756. -9441. -689. 8 -680. 4 P1• 2x6 web Stiffener TC3 . 827 -14756. -9343. -689. 8 -673. 4 Attach w/20d Gun 2x6 web Nell$of e" oa LC1 . 628 9569, 8915. 472. 6 660. 3 TC3 -11� - Clinch - LC2. . 581 . 9569. 7898., 472. 6 585. 0 3�'B• LC3 . 339 -2398. 611.2. -118. 4 452, 7 SecL A-A W 1 . 476 0. -1546. . 0 -294. 5 8x11 W2 608 0. -3023. . 0 -366. 4 sx11 PI. W3 . 249 0. 1580. . 0 300. 9 w4 Fn. TC2 lg• W4 418 0. 3567.. 0 432. 3 A A W5 . 014 0. 45. 0 17. 1 . ?k) ws ��i• yypnasre3used'�� 12 %t Of NEW WI TCl 2ox9 PL iB Go. C3 �(�,••°��© 16x10 PI. 18 Go. tS , 0 mr � 16x10 PI. 11x11 11'8-3/4' 18 Ga, PI. 131+ •• �a3r t7 15-1/2 LC3 Lu LC1 CAMBER AT CEniENI E 6'4-1/4" 12.10-1/4• InPIlk O Truss Reaction, 6441. 500 tbs. 41 Ft. 9 In. SC Truss Morton Buildings Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release la Data filename:P:\COMcheck\1330723.cck Section 1: Project Information Project Name: GRJH,INC. Designer/Contractor: Ronald L. Sutton Allied Design A&E Group,P.C. Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Warren,New York ( uJ A 1L(Lk Va C'3 u M t�\ Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Building Type Floor Area Grocery Store 2520 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. 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 2520 38.0 0.0 0.028 0.051 Exterior Wall 1: Wood Frame,Any Spacing 2244 19.0 0.0 0.068 0.074 Window 1:Metal Frame,Double Pane,Clear, SHGC 0.68 175 --- --- 0.480 0.520 Door 1: Glass,Clear, SHGC 0.87 42 --- --- 0.480 0.520 Floor 1:Unheated Slab-On-Grade,Horizontal 4 ft. 204 --- 11.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 8%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 New York State Energy Conservation Construction Code requirements in COMV heck-EZ Version 2.5 Release.Ia and to comply with the mandatory requirements in the Requireme ecklist. When a Registered Design Professional has stamped and sig� a� are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans 41 ;ec' ca n compliance with this Code. q Principal Envelope Designer-Name Signature * •Dd Date • • No. �. all :�e^ OCT. pi. 2iali4 i s 50A�IM MORTON D"L0G� D. E. PlQ, c r oJJ�i + TO : CASTLETON . I Pennit'Num her i E veiope Compliance Certificate cti����d�y�Date New York State Energy Conservation Constructiols Cede CgMcheck-EZ Softwor.a Version 2.5 Releasc l a Da;a filename: Untitled f Section 1: projea s IIaralrM210011 Pre-ect Name: GRJH,INC. I DaiigrnerfContractor_ Ronald L. Sutton Allied Design A&R Group,P.C. Document Author: - TeFephone: - Dale: --� ! f act don 2: Geaeral Informatiou Building Location(for weather data): Saratoga,New York Climate zone: 1ft Iiepting Regret flays(base 65 degrees F): 7244 Cooling DeStse Days(bate 65 degrees F): 458 j project Type: New Construction ` ' Building 1�gg 'Floor Area ' Grncery Store 2520 Section 3- Requirements Chetlslist Bldg. I i De 1. USE Air Leakage)Component Certification,and Vapor Retarder Requirements ( ] j 1. All joints and penetrations arc caulked,gasketed,weather-stripped,or otherwise sealed. ( ] 2. Windows,doors,and skylights certified as irteeting leakage requirements. [ 1 ] 3. Component R-V®lues&'U-factors labeled as oortifed. { ( ] I 4. Fireplaces installed with tight fitting non-combustibte fireplace doom [ ] j 5, Dampers integral w the building envelope are equipped with motorized dampers., 6. Cargo doors and loading dock doors are Breather sealed, ( 1 { 7. Recessed lighting fixtures are sealed or gasketed. g_ Vapor retarder installed. �E UEUVE6 OCT 0 B 2004 j TOWN OF QUEENSBURY I BUILDINn AND DODE I 04mme-Speeifi.e Requirements ` a l � Cross Cavity Cont. Proposed Budget Coen nnene Natter/Descri»tio 8b R-V—_AWe R-Value -Lacrmi U-Factor Ropf 1:All-Wood Soist/Rafter,Truss 2520 32.0 0.0 0. 29 0.053 Enerior Wall 1:Wood Frame,Any Spacing 2244 19,0 0.0 0165 0.076 Wipdow 1: Metal Frame,Double Pane,Clear,SHOC 0,69 1,75 - --- 0.180 0.532 � Door l:Glass,Clear,SMGC 0.87 42 --- --- 0,480 0,532 j Floor 1:Unheated Slab-+Ott-GTadc,)Joriaontal 4 R. 204 — ]1.0 ••• i9) udgct 11-factors are Hied for sotlwire baseline calculations ONLY,and are not code eegoiaemenis. 1 Envelope PASSES. Design 8%better than code � Section 4s Compliance Statement l ' The proposed envelope design represented is this document is consistent with the building plats,specifications and oth'pr calculations submitted with this permit application. The proposed envelope system has§etn designed to meet the New York State Energy Conservation Construction Code requirements in COltheek-irZ Version 2.5 Release 1 a and to comply with the mandatory requirements in the Regvii,omews Checklist. I Wl�en a Registered Design Professional has stamped and signed this page,they are attesting thr't to the best of his/her knowledge,belie(,end professional judo h plans or spce' scat ns are iri compliance�i,ith ibis Code. { i l iPrincipal Envelope Designer-Narne sign a y * Dare �l�r►ie11� , j "ECLOVED j OCT 0 8 2004 I TOWN OFQUEENSBURY BUILDING AND CODE : f j • l , 1 i l i j : 12/01/2004 16:34 8024688717 4 15187454437 N0.728 D01 } MONON BUILDINGS, INC, vmq.martonbuildings.com ® 36 Route 4A East•Gastleton,Vermont 05735-8288 Office:802/468-8700 Fax:8021468-6717 TELEFAX TRANSMISSION FAX ?LUMBER (802)468-8717 TO', een bu Bld D RECEIVING FAX• NO: 519-7454437 AM: Dave Hatin _DATE : 12-01-04 SUBJECT : S NO. OF PAGES ; F FROM : Steve Bardin (Including this page) Dave - I am addressing ItCM#2 on your list(Exit Doors I referred this to mar Enginpeeina department._ The attached Code section is what was pointed out to me along with our interpretation. Let me know if this is correct or what Code section we nedd to look at. If this is not then der interpretation.I will have our Engineer of r r giv_Lm a call. Thanks for workinu with me. Res ectfull Steve Bardin Excellence—Since 1903 12/01/2004 16:34 8024688717 4 15187454437 N0.728 D02 I2%01Z004 WED QU-.Za VAX tQIUVL 'uU.J is TO VvW UE Q UEENSB URY 742 Fay Road, Queeiisbury, NY. 12804-5902 November 2A, 2004 G.R.J-H. Inc. P.O. Box 728 Sharon, CT 06069 ' To Whom It May Concern: This Department has received revised drawings the week of November 22nd, and the following deficiencies are still noted on the plans, 1. In my letter of October 27, 2004, 1 required that the mechanical roam be one hour rated. The door going in to the mechanical room was not shown to be three quarter hour fire door. 2�, Item Number Two on my letter stated that the store required two exits. The Building Code requires that the exits be separated by half the dfagoncil distance of the building. Therefore, the exit door that is now provided to the left hand side of the building must.either be moved at least 35 Feet from the main entrance door, or you can eliminate this door,and use the rear exit door, provided that it gives clear access from the store area. As stated earlier, the exits must lead to the parking loft and be covered by a canopy. 3. Item Number Seven required that all service counters be at 34 inches. My question is, are the coffee counter/checkout counters all at 34 inches. The plan is not clear on that. 4, [torn Number Nine required that the mechanical,system be provided with fresh air at a rate consistent with the Mechanical Code of New York State. No information has been provided to show the amount of fresh air that will be provided for this space. 5, Item Number Ten, referring,to the Energy Code Evaluation of the building. We have not received 'the Inspector's checklist or an evaluation of the lighting and mechanical systems as required by the ComCheck program, 6. Item Number Twelve, we still have not received the $360 fee for the bullding permit application. in reviewing the drawings, it is now shown that there will be a stove provided within the occupancy, If o stove is provided, a Type One Hood System.and Suppression System must be installed. We will need details on the hood system as well as the suppresslon system, and a detall showing how the building will be 12/01/2004 16:34 e024688717 4 151e7454437 N0.728 P03 T O : C A� T L F T O N MEANS OF EGRESS i Air J : Srfve 15AeUAj Q_ ►S73 !r tween 34 inches(864 mm) and 80 inches(2032 mm)and shall 1,004.2.1 Exit or exit access doorways required.Twu exits or consif i of a mechanism other than a revolving device. exit 4ccass doorways from any space shall be provided whert; 4,-This section provides for a limited use of turnstiles to one of the fallowing condition's exists; sewe as a means of egress component.The exception 1. The occupant load of the t9ace exceeds thr values in Table to this section limits each turnstile to a maximum of 50 1004,2.1. peisons of egress capacity, The turnstile must comply 2. The common path of egriss travel a;xceeds the liinttatuoris with all four listed items to be considered serving any of Section 1004.2.5, pat-4 of the occupant load means of egress. Note that the re'Exception. Exit access boors aired by Section 504person limit applies to each individual turnstile. P A 100-1.23.2 for Group 1-2 occuparicics. I0014.5.1 High turnstile,Turnstiles more than 39 inches(991 This section dictates the minimum number of paths mm)high shall rnacr the requirements for rcvofying doors, of travel an occupant is to have available to avoid a •�W re a turnstile is higher than 39 inches(991 m►n),the fire incident in the room or space occupied, While re$ riciion to egress is much like a revolving door.Thus, providing multiple egress doorways from every room the; egress limitations for revolving doors in Section is unrealistic, a point does exist where alternative 10Q3 3.1-31 apply to thi$type of turnstile. If a high turn• egress paths must be prd..vided based on the number still does not meet the revolving door requirements for of occupants at risk, the ;dislance any one occupant i do9rs that are an egress component, it i5 not to be in- mUsi travel to reach a doorway and the relative haz- ardscluded as serving a portion of the means of ogress. It associated with tht� occupancy of ;he space. would be necessary to provide doors in these areas for Generally, the number of egress doorways required ,e ress from any room or space coincides with the occupant 9 load threshold criteria set!,forth for the minimum num- 1003,3.5.2 Additional door. Where serving an occupant load ber of exits requirad id a building (see Section greater than 300,each turnstile that is not portable shall have s 1005.2,1). The limiting ct iterla in Table 1004.2,1 for side-binged swinging door Which conforms to Section 1003.3,1 rooms or spaces permitted to have a single exit ac- Within 50 feet(15 240 mm), cess doorway are based on an empirical judgement of the associated risks, 4;•'rhis section addresses a common egress condition for if the occupants of a room are required to egress spools areas where-a number of turnstiles are installed through another room, :as permitted in Section for ticket taking.Portable turnstiles are moved from the 1004,2.3,the rooms are to be combined to determine egress path for proper exiting capacity. Permanent turn- if multiple doorways are required from the combined stileo are not considered as providing any of the re- rooms. For example, if a suite of offices share a com- quirTd Egress capacity when serving an occupant load mon reception area, the entire suite with the recep- gre�ter than 300, no matter how many turnstiles are in- tion area must meet both the occupant load and the Stalled, poops ar®requires to provide occupants with a travel distance criteria. pathl of egress other then through the turnstiles, The it should be noted that where two doorways are re- doors are to be located within 50 feet(15 240 mm)of the quired, the remoteness: requirement of Section turnstiles. 1004.2.2 is applicable, , Item 2 gets the limits for, a single means of egress based on travel distance.Where the common path of SECTION 1004 travat exceeds the limits in Section 1,004.2.5, two EXIT ACCESS egress paths are required for safe egress from the space. 100:1.1 General.The exit access arrangement shall comply with Group 1-2 occupancies .4re not addressed in Table Sectiun;]004 and the applicable provisions of Section1003- 1004,2.1.The exception refers to Section 1004 2,3,2 for Group 1-2 means of egress[requirements. -:Section 1004 includes the design requirements for exit access ( Section 1004,2) and the requirements for exit MALE 1004.2.1 eccel s comptinents Section 1004.3), The general re- SPACES Wl-rM ONE MLANS OF EGRESS quirefnents that also apply to the exit access are in Sec- OCCUPANCY MAXIMUM OCCUPANT LOAD Dorn 1003, I ,A.s,i;,F,M, u sn I004.2 xlt Access design,requirements.The exit access por- H-1,1.2,U-3 3 � ti.on oft c means of egress system shall comply with the aP' 13.4, H-5.1.1.Y-3,14,r 30 � Plicahlel design requirements of Sections 1004.2.1 through 1004,2. , 5 30 Seoti n 1004.2 and its subsections specify design re- 4-The table represents an empirical judgement of the quire ents for the exit access portion of tho means of risks associated with a singe means of egress from a egres system. room or space based on the occupant load in the room, 10.68 2000 INTERNATIONAL BUILDING CODEV COMMENTARY I f 12/01/2004 16:34 8024688717 4 15184454437 N0.?28 D04 i, L:t. ., MrANS OF EGRES5 1p04.2.1,i—f00b.2.2,1 i I ' the travel distance to the exit access door and the inher- 30 feet(9144 mm)apart at any point in a direct line of ent risks associated with the occupancy(such as occu• maasuretnent. pant mobility,occupant familiarity with the building, oc- 2. Where a building is equipped throughout with an a,uto- cupent response and the fire growth rate). niati.c sprinkler systcm in accordanet with Section Since the occupants of Groups I and R may be 903.3.I.1 or 903.3.1.2. the separation distanec of the sleeping and,therefore, may not be able to detect a fire exit doors or exit alccess doorways shall not be less than in its early stages without staff supervision or room de- onc-third of the tepgth of the maximum overall dingo- ' tectors, the numper of occupants in a single egress nal dimension of the area served. rpom or space is limited to 10 persons, Because of the potential for rapidly developing This section provides atnethodto determine quantitatively hazardous conditions, the single egress condition in remoteness between e?its and exit access doors, based Groups H-1, H-2 and H-3 is limited to a maximum of on the dimensional characteristics of the space served. three persons. Because the materials contained in This measure has beer]common practice for some years Groups H-4 and H-5 do not represent the same fire with significant success Very simply,the method involves hazard potential as those found in Groups H-1, H-2 determining the maximum dimension between any two and H-3, the occupant load for spaces with one points in a floor or a room(e.g.,a diagonal between oppo- means of egress is increased, site corners in a reCCang. lar room or building or the diame- Because of the reduced occupant density In Group 5 ter in a circtilar room orlbuilding). if two doors or exits are I and the occupants` normal familiarity with the building, required from the roorn br building(see Sections 1004.2.1 the single egress condition is permitted with on occu- , and 1005.2,1),the straiiht-line distance between the cen- pant load of 30. ter of the thresholds of tie doors must be at least one-half of the maximum dim en ion (see Figure 1004,2.2.1(1)), While technical proof s not available to substantiate this 1004.2.1.1 Three or more exits, AvresS to three or more exits method of determining emotenes5, it has been found to `hall be provided from a tlonr area where rcquired by Section be realistic and practical for building designs exceptfor the i 0jhis: 5• I. common building with zits in a center oore and office :• section provides a reference to Section 1005,2,1 Spaces around the pen, ater The method of permitting r conditions where three or more t=xlj5 are required, the distance between exits to be measured along acorn- The reference is provided in this section so that the re- plying Corridor connecting the exits has serves to mitigate 4uirements of Section 1005.2.1 wilt be obvious_ the disruption to thrS design concept [see Figure 1 D04.2,2.9(2)). Exception 1 states the method of exit separation mea- 1004.2.2 Exit or exit gecess doorway arrangement.Requirod surement and requires Exit enclosure walls to have a dis- exit,s shall be located in-a manner that makes their availability lance separation of 30 feet(9144 mrn).The purpose is to Qbuiuus.Extta shall be unobstructed at all times. Bxh and exit eliminate common wall] between exit enclosure walls see 5s doorkva,ys shall be arranged in accordance with such as scissor stairs an¢to reduce the possibility of a sin- 10 d.2.2 1 and 1004,2.7-2. gle incident affecting both exits.The distance between the exit Is to be measured in!a direct line of measurement.nol gxits need to be unobstructed and obvious at all times the distance within a connecting corridor, for the safely of occupants to evacuate the building in an As reflected in Exce tion 2, the protection provided emergency situation, by an automatic sprinklr system can reduce the threat of fire buildup so that a reduction in remoteness to 100 ,2.2.1 'i!wa exit or exit access doorways, where two exits ono-third of the diagonal dimension is not unreason- nr ctit access doorways arc rcquired, from any portion of rite able, based on the presumption that it provides the oc- exrt,access. the exit doors or exit access doorways shall be cupants with an acceptable level of safety from fire placed a distance apart equal to not less than one-half'of the (see Figure 1004.2,2,1(3)]. The automatit;*Sprinkler, le p 'th of the maximum overall diagonal dimension of the build- system must be installed throughout the building in ac- , area tcy be served measured in a vraight line bt:tween exit cordance with Section -90S.3.1.1 or 903.3.1.2 (h1FPA dno s Or czr(access doors a}s, 13 or 13R)_This reduced separation (one-third diago- xceptinns: n31)may elso be used when applying the requirements of Exception 1. j I where oxit anclostlres are provided as a portion of ire In applying the provisions of this section, it is impor- rcquired exit and are interconnected by a 1-hour fire- tent to recognize any convergence of egress paths that resistanct.-rated corridor conforming to the- require- may exist, Figure 1004.2.2,1(4)illustrates that although ments of Section 1004.3.2,the required exit separation the assembly room ha9I remotely located exit access shell be measured along a direct ltna of travel within doors,the doors from the entire space do not meet the the corridor.Exit enclosure walls shall not be less than criteria of this section. I 21100IINYERNATIONAL BUILDING CODED COMMENTARY 1Q�6 i 12/01/2004 16:34 8024688717 4 151e?45443? NO.728 P05 Ftyvrtc ,ovw.a.t.T{}I MEANS OF EGRESS • I o�� a�40 I CENTERLINE OF DOORS I i I • { i i • 0 I �12 i r CENTEPUNE OF DOORS i i I ' '9�Q I CENTERLIN5 Or DOORS I I Figure 1004.2.2.1(1) XAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A RgOM OR BUILDING 16-�0 2000 INTORNATIONAL ouiLbiNO COOED COMMENTARY f 12/01/2004 16:34 8024688717 4 15187454437 NO.728 P06 '. An ,4 1 4 ::E .'f VC-*TON ELDGS u, _, !Q. 21j!. IQ ,I I j �) I ' III o I III �,I 98 i I 1 I/ TOWN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 November 24, 2004 4- G.R.J.H, Inc. P.O. Box 728 SZ7" � b Sharon, CT 06069 2 L - yZ z7 To Whom It May Concern: This Department has received revised drawings the week of November 22nd, and the following deficiencies are still noted on the plans. In my letter of October 27, 2004, l required that the mechanical room be one hour rated. The: door going in to the mechanical room was not shown to be three quarter hour fire door. Item Number Two on my letter stated that the store required two exits. The Building Code,requires that the exits be separated by half the diagonal distance of the building. Therefore, the exit door that is now provided to the left hand.side of the building must either be moved at least 35 feet from the main entrance door, or you can eliminate this door and use the rear exit door, provided that it gives clear access from the store area, As stated earlier, the exits must lead to the parking lot and be covered by a canopy. Item Number Seven required that all service counters be at 34 inches. My question is, are the coffee.counter/checkout counters all at 34 inches. The plan is not clear on that. Item Number Nine required that the mechanical system be provided with fresh air at a rate consistent with the Mechanical Code of New York State. No information has been provided to show the amount of fresh air that will be provided for this space. o tem Number Ten, referring to the Energy Code Evaluation of the building. We have not received the inspector's checklist or an evaluation of the .0lighting and mechanical systems as required by the ComCheck program. Item Number Twelve, we still have not received the $360 fee for the bu permit ap licafion: / I wi it is now shown that there will be a stove provided I eviewmg the dra ngs, within the occupancy. If a stove is provided, a Type One Hood System and Suppression System must,be.installed. We will need details on the hood system as wellas the suppression system, and a detail showing how the building will be (\ v•jJ C4'iGfO� V{lliv $ l ,Sf (mac f-ZL✓ 1i yl�a� r / [1�i•- BJd / YaC7ur framed around the hood system to meet the separation requirements from combustible construction. Once again, once all these issues are address on the plans, a building permit will be issued. Thank you for your attention in this matter. Sincerely, of Qua nsbury David Hat n, Director Building and Code Enforcement DH/mg L:\Maria\MARIAG\G.R.J.H..doc "Home of Natural Beauty ... A Good Place to Live" s TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 "Home of Natural Beauty ... A Good Place to Live " Meeting Notes Title or Purpose: Fire alarm system Date: August 31, 2006 Location: Cobblepond Farms Attendees: FM Palmer, DFM Stillman Items Discussed: Meeting was to investigate what fire alarm devices exist, to allow proper annual inspection. Findings indicate (1) duct detector installed in plenum in office area, and is wired to light and horn switch behind cash out. This is intended to activate upon detector alarm. No visible signs of monitoring of the system, and conversation with the installer indicates no system installed. Information passed on to NYFS for inspection purposes. Action Required: Local alarm signage must be added at horn strobe Notes prepared MJ Palmer by: Distribution: File COMMUNITY DEVELOPMENT OFFICE •Animal Control 518.761.8202 • Building&Codes 518.761.8256 • Executive Director 518.761.8221 •Fire Marshal 518.761.8206 •Planning 518.761.8220 •Zoning 518,761.8238 1.0ti It4s 10 " 114sld Plast*lC � iber9I 'a Storage Ta - -. .t r cot4 plN TIO St�►�-U . . �� r 4: TABLE OF • Preliminary Instructions......................:...............................3 Wet Hole ..........14 Safety Considerations........................................................3 Bedding ................... ..................14 Reminders ......................................................................3 Ballast.....:.........................:.........................14 Activation of Tank Warranty................................................3 Backfill ........................................................14 Important Telephone Numbers...........................................3 A9. Piping and Sump Clearances ..........................15 Tank with Bottom Sumps .................................15 A. All Single-wall and Double-Wall Tanks............... 4-15 External Piping.................................................15 Al. Handling/Preparation............................. ......4 Internal Piping..................................................15 LiftingTanks.......................................................4 A10. Filling................................................................15 A2. Bed and Backfill.................................................4 A11. Venting.............................................................15 A3. Pre-installation Testing.......................................5 Al2. Manway and Manway Extensions....................15 Pressure.............................................................5 A13. Special Instructions for Compartment Tanks .....16 Visual Air-Soap Test...........................................5 A14. Site Monitoring Wells .......................................16 Single-Wall Tanks...............................................5 B. Double-Wall Tank Monitoring Systems..................17 Double-Wall Tanks with Dry Annular Space.......5 B1. Types of Tank Monitoring Systems ..................17 Outer Wall Test ..............................................6 B2. Installation of Liquid or Vapor Sensor..............17 Inner Wall Test..............................................6 B3. Installation of Vacuum or Air Pressure Monitoring Double-Wall Tanks Hydrostatically Monitored System.............................................................17 Reservoir Level Check..................................6 B4. Installation of Hydrostatic Tank Monitor...........17 Outer Wall Test .............................................6 C. Hydrostatic Monitoring ...........................................18 Inner Wall Test..............................................6 Cl. Preparation ......................................................18 A4. Hole Size.............................:...............................7 C2. Jobsite Safety Precautions ..............................18 Stable Excavations.............................................7 C3. Reservoir Fluid Height Adjustment..................18 Unstable Excavation ..........................................8 C4. Reservoir Alarm Actions ..................................18 I' A5. Burial Depth and Cover......................................8 D. Collars and Turbine Enclosures ..................: 19-23 ExcavationDepth...............................................8 D1. General ............................................................19 Traffic Pad Reinforcement..................................8 Containment Collar..........................................19 Pad Dimensions.................................................8 Turbine Enclosure............................................19 Maximum Burial Depth ......................................8 Handling...........................................................19 A6. Filter Fabric Installation......................................9 Inspection ........................................................19 Dry Hole.............................................................9 D2. Turbine Enclosure Height................................A9 Wet Hole ............................................................9 D3. Top Clearances................................................20 A7. Anchoring..................................................... 9-12 D4. Mounting Turbine Enclosure to Collar..............20 Mechanical Anchoring .....................................10 D5.' FRP Sealed Turbine Enclosure........................22 Concrete Anchor Pad.......................................11 D6. FRP Watertight Turbine Enclosure...................22 Deadman Anchors...........................................11 D7. FRP Nonsealed Turbine Enclosure..................23 Single-Tank Installation...............................11 D8. Hydrostatic Water Test.....................................23 Multiple-Tank Installation ............................12 Joints................................................................23 AnchoringHardware 12 Seals................................................................23 Optional Man-out-of-hole Method....................12 D9. Monitoring.........................................:...............23 A8.Tank Installation.........................................................13 D10. Periodic Testing................................................23 Dry Hole(with OSHA sloped excavation walls)13 E. Field-installed Fittings for Piping and Electrical Bedding ......................................................13 Conduit ............................................................... 24-26 Backfill .......................................... ........13 E1. FR ng Installation...............24 Dry Hole(straight or shored walls 13 E2. Secondary Piping Connection .........................25 Backfill ........................................................13 E3. Electrical Coupling Installation...:.....................26 Probe..........................................................13 F. Manway Risers.........................................................27 2 . 'Introduction/important Information INTRODUCTION ♦ Local codes may apply. Please consult them. The purpose of this manual is to provide specifiers, ♦ The presence of a Containment Solutions representa- owners, contractors and their employees with detailed in- tive at the jobsite does not relieve the contractor of re- structions for installing Single-Wall and Double-Wall Fi- sponsibility to follow the published installation instruc- berglass Underground Storage Tanks and related acces- tions. sories. Note: Tank installation is a very specialized business. If TO ACTIVATE THE TANK'S 30-YEAR you do not have the proper experience, please contact a STRUCTURAL WARRANTY FOR contractor who does, or call Containment Solutions Inc. UNDERGROUND PETROLEUM STORAGE: for a list of educated contractors. ♦ These instructions must be followed. The material presented has been developed and refined in the installation of over 200,000 tanks. ♦ Installation checklist(Pub.No.INST6002)must be prop- erly completed,signed by the installing contractor's rep- IMPORTANT INFORMATION resentative and the tank owner's representative. Proper installation of each tank is essential: ♦ The installation checklist must be retained by the tank ♦ To ensure the safety of all the individuals involved owner and/or installing contractor to validate any fu- in the tank installation. ture warranty claim. ♦ To prevent tank damage and/or failure,which could BEFORE YOU BEGIN lead to product loss and environmental contami- nation. ♦ Read, understand and follow these instructions. ♦ To validate the tank structural warranty for ♦ Barricade the tank area until job is completed. underground petroleum storage. ♦ Review and prepare to complete the installation check- list Pub. No. INST 6002.The properly completed instal- TANK INS'CALLATIOI+1 5 '_: lation checklist must be retained by the tank owner and/ or installation contractor to validate any future warranty { claim. ' C�2ff :"� j ♦ Check with local authorities for local building codes, Do not enter the tank excavatidilA nt ne celssary 4` underground utilities, or testing requirements. and3 in compliance Ywrth'`{OSZ regulations! ollo}� '. JOSHA gu�delmes for<tank excavation e S ♦ If you have questions on other installation details,such r �xzb X t as specific procedures for adding tanks to an existing Collapsing, excavation<<wallscancaae %nfury o installation or alternate installation techniques,contact �. your local Containment Solutions Sales Representa- tive. If he or she is not available, call Tank Technical Topics Covered Pages Support,Conroe,Texas,800-537-4730. • Tank Installation ................................................2 ♦ If you have other questions regarding tank modifica- • Double-Wall Tank Monitoring Systems ...........15 tions, such as adding fittings or manways, or a tank repair, contact Containment Solutions Field Service. • Hydrostatic Monitor.........................................16 ♦ Additional information on alternate man-out-of-hole • Collars and Turbine Enclosures ......................17 installation techniques is available. Call Containment • Field Installed Fittings .....................................22 Solutions and ask for Pub. No. INST 6004, Alternate • Other Accessories...........................................24 Backfill Procedure. IMPORTANT TELEPHONE NUMBERS IMPORTANT REMINDERS Field Service Department ♦ Fiberglass tanks must be installed according to these Mt.Union,Pennsylvania instructions and NFPA 30 and 31. 1-800-822-1997 ♦ Any variances to, or deviations from, the published in- Tank Technical SupportConroe,Texas stallation instructions must be approved by Contain- Conroe, Texas ment Solutions in writing prior to the installation. 3 SingleSECTION A - All and Double Al. HANDLING/PREPARATION - FOR ROTATED TANKS These procedures apply to tanks, including-Oil/Water ♦-. Lift with slings (minimum 4"wide nylon or polyester) Separators. ♦ Use minimum of 2 slings. ♦ The customer is responsible for rigging,unloading and ♦ Use-spreader bar to separate slings per this table. Use securing the tank. wider sling spacing as needed to balance the tank. ♦ All Single-Wall(SWT), Double-Wall(DWT)and Triple- 60-90° sling, ANKTOTA MINIMUM SPREADER -chain, Wall (TWT) tanks must be mechanically unloaded. -Sling or They may not be self-unloaded by the driver. CAPACITY BAR WIDTH cable ♦ For temporary storage of tanks at job site: SWT DWT TWT Min.sling ❑ Read Placement Instructions (in the shipping Thru 30K g' 81 8' length 8'dia-22' packet) prior to unloading tanks. 31 K to 40K 8' 8' 12' 10'dia-28' ❑ Set on smooth ground(no protruding rocks,or hard 12'dia-31' objects) or on.the shipping pads. Over 40K 8' 16' '22' ❑ Chock with sandbags provided. ♦ Lift tank from trailer with slings and set tank on shipping o If high winds are anticipated,tie the tanks down to pads or on a surface free of rocks or other objects prevent damage. which may damage tank or ribs. ❑ When the tank must be rolled for air/soap test, roll only on shipping pads or smooth surface free of 4 Rotate the tank to upright position. protruding rocks or hard objects. Ensure fittings . ♦ Lift tank-using ALL lift lugs provided on the tank. and/or collars do not come in contact with the NOTE: While not recommended rotated tanks may ground(see`Testing"in Section A3 of Pub.No:INST be lifted and rotated from the trailer using all lift lugs. 6001). This should only be done by personnel experienced NOTE: In freezing conditions, protect collars from in this practice and-all liability for damage is the water accumulation. Freezing water may cause freeze responsibility of unloading personnel/company. damage. For further information contact CSI: 1-800-537-4730. LIFTING TANKS DO A2. BED AND BACKFILL ♦ Use ONLY lifting equipment'to move tanks. The use of approved backfill material is critical to long Ensure that all lifting equipment used is rated to handle term tank performance. Failure to use approved backfill may result in tank failure. the load before lifting. DO ♦ Lift tank using ALL lift lugs provided on the tank. ♦'FIGURE 1 Replace all excavated native soil with approved backfill of proper size and gradation. Use backfill which meets ASTM C-33 for quality and soundness. See approved materials, below. Angle ♦ Require your backfill supplier to certify that the backfill '600-900 meets this specification. ♦ Keep backfill dry and-free of ice in freezing conditions. ♦ Use only approved backfills. DO NOT FIGURE 2 ♦ Drop tank as this could damage the tank. ♦ Use chains or cables around tanks, as this could 1/4 damage tank. 1 ♦ Allow fittings, collars, manways, reservoirs, or any accessory to contact ground during rotation. 3/4 ♦ Allow metal lift hardware to contact the tank. 1/2- 1/4- 4. All. Single Wall m Double. PEA GRAVEL CRUSHED STONE ♦ In the unlikely event a tank leak is discovered, dis- Approved Gravel Approved Crushed Stone continue the installation and immediately call Con- Must consist of clean, or Crushed Gravel naturally-rounded aggregate Must be washed with angular tainment Solutions Field Service to schedule a re- with a mix of particle sizes particle size ranging pair. ranging between 1/8"and between 1/8"and 1/2". 3/4". ♦ Prepare fittings for testing No more than 5%may No more than 5% pass the#8 sieve. may pass the#8 sieve. ❑ Remove fitting plugs. Dry gravel density must Dry gravel density must ! be a minimum of 95 pounds be a minimum of 95 pounds ❑ Clean factory pipe dope from plugs and fittings. per cubic foot. per cubic foot. ❑ Apply pipe dope suitable for the material being Note: If material which meets these specifications is not avail- stored in the tank. able,contact the Containment Solutions Tank Technical Sup- port department for information on approved alternate mate- ❑ Reinstall and tighten fitting plugs. rials and installation instructions. Using other than approved bedding and backfill materials without Containment Solutions's prior written approval will void the tank warranty and may re- TESTING SINGLE-WALL TANKS sult in tank failure. DO NOT These tests must be performed before installing tanks: ♦ Mix approved backfill with sand or native soil. ♦ Pressurize tanks. ♦ Backfill tank with sand or native soil. ❑ 4'through 10' diameter tanks to 5 psi maximum. ON gEl 12' diameter tanks to 3 psi maximum. d lls[nghunap �ovetl baCKTJI maternal may res��ult" ❑ Acontractor supplied pressure relief valve must be In"1~ank fa�ltyre and environmental dontamina- connected to the primary tank for additional pro- yy ... z, tection. The relief valve should be sized and.set to prevent the tank from being pressurized in ex- A3. PRE-INSTALLATION TESTING cess of the maximum allowed test pressure. - y e ♦ Maintain test pressure and continue inspection for at k h. least 30 minutes. f k� 0�. ` wf ,xr ♦ At the same time, cover tank outer surface with soap Don�ot�pressunze Ks4eo 5 pst`3 PSI FOR t2�` solution (see Visual Air/Soap Test). e pIAMEER TAf�IS) T�rik d�mge or>phystcal Injury DO a ♦ Use a maximum 15 psi air gauge with 1/4 or 1!2 ♦ Make sure you understand these instructions. If in lb. increments. doubt,call Tank Technical Support. VISUAL AIR/SOAP TEST-TO BE PERFORMED ON t � ALL TANKS PRIOR TO INSTALLATION. s� 'S ♦` DO NOT approahendcaps or man>nrayswhlfe ❑ >..ks Warm weather soap solution - 5 gallons of water t tar `are Wild p��essure�Thyis��ou�d�resu�t�n with 8 ounces of household dishwashing detergent. personat injury x h f ❑ Freezing conditions soap solution-substitute 1 gal- ♦x DO NOT hft or holsa ank-une�Xpressure>Tht Ion of automotive windshield washer solution for 1 coejjd fresul In p'esoral in1ury r gallon of water. DO NOT ❑ Cover entire tank outer surface with soap solution. ♦ Use a vacuum gauge in lieu of a pressure gauge. (Exception-double-wall tanks with liquid filled an- nular space.) TESTING DOUBLE-WALL TANKS WITH DRY ❑ Cover all fittings with soap solution. ANNULAR SPACE ❑ Carefully inspect for leaks as indicated by bubbles. This section is for tanks which do not have monitoring tracer fluid installed. If tank arrives at site with monitoring fluid ❑ Roll tank to inspect bottom. Ensure fittings and/or installed, use instructions for Double-Wall Tanks with collars do not contact ground. Annular Space Filled on page 7. CONTINUED ON PAGE 6 5 E-CTION A All Single Wall and Double For All Tests: REMOVE AIR SUPPLY DO Step 1 ♦ Install air gauge at the fitting where the air pressure Close the air supply valve to the primary tank. hose is connected to the primary tank. Step 2 ♦ Install a second gauge in some other primary tank fit- Disconnect the air supply (see figure 4). ting to use as a check against the first primary tank PRESSURIZE ANNULAR SPACE gauge to insure that the tank is not over pressurized. Step 1 ♦ Install a third gauge connected to the annular space Open the manifold valve in order to pressurize the tank at the manifold assembly. annular space (see figure 4). ♦ Use a maximum 15 psi air gauge with 1/4 or 1/2 lb. Step 2 increments. Pressure in primary tank may drop slightly. FIGURE 4 ♦ A contractor supplied pressure relief valve must be con- nected to the primary tank for additional protection. The Air supply To air supply Manifold relief valve should be sized and set to prevent the tank valve closed (disconnected) /�valve open from being pressurized in excess of the maximum al- Air gauge d Air gauge lowed test pressure. DO NOT ♦ Lift or hoist a tank under pressure.This could result in Manifold system personal injury. (supplied with,tank) f f Annular space fitting or Reservoir uTT.�® VISUAL AIR/SOAP TEST DO NOT Connect thetair supply tltrectly to tie an nular spacetnonito �ng ftifing or tankrdamage will Step 1 result Y Monitor the pressure readings for at least 30 minutes. Outer Wall Test Step 2At the same time, cover tank outer surface with soap PRESSURIZING TANK solution (see Visual Air/Soap Test). Step 1 Step 3 Close manifold valve between primary tank and Carefully inspect for leaks as indicated by bubbles. annular space (see figure 3). Inner.Wall Test Step 2 Step 1 Pressurize primary tank to 5 psi maximum. Close manifold valve to annular space. Step 3 Step 2 Use a pressure relief valve. Open air supply valve to vent primary tank. Step 3 �x _ �rQuT1QN Maintain 5 psi pressure on the annular space. Do notrt cgonnect the air°supply tltrectly�=to the Step 4 annulaX space monrtortng fitting or=tank tlama e'= Monitor air gauge on tank for another 30 minutes, but not more than 60 minutes. ,wtll result�. �-� ` «� �, FIGURE 3 After successfully completing air test: G Step 1 Air supply Manifold Release pressure. vaa(supplied to air supply cvalve losed Step 2 gauge Disconnect and remove air manifold fittings, hose and Air gauge valve. m k) Annular space fitting or Reservoir 6 All Single, Wall and Double Wall Tanks - • TESTING DOUBLE-WALL TANKS Step 3 HYDROSTATICALLY MONITORED Pressurize primary tank to 5 psi maximum. (WITH LIQUID FILLED ANNULAR SPACE) DO NOT This tank has a hydrostatic monitoring system that in- ♦ Attach air pressure line to any annular space fitting. cludes a nontoxic colored monitoring fluid (30% calcium chloride) between the tank walls. x In the unlikely event of a tank leak, this monitoring fluid t will leave a colored trace on the tank. x h Do'n'ot lift tank,wath pressu�'e omit Th�,s'could re Reservoir Level Check: sult' rr personal ►nfury _. � Y ' r DO VISUAL AIR/SOAP TEST ♦ Remove the 4" plug from the reservoir fitting. Step 1 ♦ Inspect for monitoring tracer fluid. Apply a soapy water solution to all fittings and manways. ♦ See Section Cl and C3. Step 2 ♦ If reservoir is completely empty, immediately call Con- Check for leaks as indicated by bubbles. tainment Solutions Field Service. Step 3 Outer Wall Test If bubbles are present, tighten the plugs or bolts and retest. INSPECTION INNER WALLTEST Step 1 Step 1 Closely inspect outer wall for any trace of colored moni- Release pressure from primary tank. toring tracer fluid. NOTE: If a colored fluid is found on-the tank surface Step 2 during any test,discontinue the installation and imme- Remove enough tank fittings to see inside primary tank. diately contact Containment Solutions Field Service. Step 3 BOTTOM INSPECTION With a light, look inside for any accumulation of moni- toring tracer fluid. Step 1 NOTE: If a colored fluid is found on the tank surface Tighten all fitting plugs to the annular space and res- during any test, discontinue the installation and im- ervoir to avoid spilling monitoring fluid. mediately contact Containment Solutions Field Ser- Step 2 vice. Inspect tank bottom by lifting tank using all lift lugs Step 4 provided on the tank. Replace and tighten fitting plug(s). Step 5- y Loosen plug to vent annular space. j x A4. HOLE SIZE Do not stand under tank wh>Ile tar►k is'in tl�e"�arr;,�' xlnlurytordeath could occur NOTE: If tanks are mechanically anchored, additional Step 3 minimum clearance is required between tanks(see sec- After completing inspection of tank bottom, replace tion A7). tank on shipping pads or on smooth ground. STABLE EXCAVATIONS (FIGURE 5) DO NOT / I ♦ Rotate tank. 18"Minimum PRESSURIZE TANK 24"Preferred Step 1 -A- -A- -A- A- Connect air compressor line to primary tank fitting. Step 2 24"Require on 12'Tank A contractor supplied pressure relief valve must be connected to the primary tank for additional pro- A A �A tection. The relief valve should be sized and set to prevent the tank from being pressurized in excess of the maximum allowed test pressure. CONTINUED ON PAGE 8 7 SECTIONDouble, ♦ 4'through 10' diameter)tanks require: Pad Dimension ♦ 4'through 10' diameter tanks require: ♦ Paving at grade must extend at least 12"beyond tank ❑ Minimum of 18" (24"preferred)between adjacent perimeter in all directions (see figure 7). tanks. FIGURE 7 ❑ Minimum of 18"(24"preferred)between tank sides/ j ends and the walls of the excavation. L-A—►I A=12" —A— f I Minimum ♦ 12' diameter tanks requires rrI ❑ 24"between adjacent tanks. 17'Ma imum l ❑ 24" between tanks sides/ends, and the walls of [[I the excavation (see figure 5). ' f UNSTABLE EXCAVATIONS(FIGURE s) G I' A i 18"Minimum 24"Preferred -1/2 —A► -A- —1/2-- Maximum Burial Depth Tank Tank ♦ UL requirements specify that the depth of cover must Dia. Dia. 24"Required not exceed 7' (see figure 7). on 12'Tank ❑ For all size tanks. 1/2 Tank Dia. 1/2 Tank Dia. 1/2 Tank Dia. ❑ For both traffic and no traffic conditions. f 1 ♦ Muck, bog, peat,,swamp or landfill type areas where ♦ For deeper burial depths, contact Tank Technical the soil is soft or in areas with expansive clay soils. Support. or have less than 750 lbs./sq. ft. cohesion per ASTM Minimum Burial Depth No Traffic Load and No Mechani- calD2166 (Test Methods for Unconfined Compressive Anchoring Strength of Cohesive Soil), (4'—10' diameter tanks) or have ultimate bearing capacity less than 3500 Ibs./ NOTE: When mechanical anchoring is required, refer sq.ft. to chart (section A7) for minimum burial depths (see ♦ In unstable excavation, tanks require: figure 8). ❑ Minimum 18" .(24" preferred) between, adjacent tanks. (24." required for 12' diameter tanks). FIGURE a ❑ Minimum of 1/2 the tank diameter from ends and sides of tanks to excavation walls(see fig- 24"Backfill '12"Backfill& use 6). 4"Reinforc Concrete ♦ May require a reinforced concrete pad under tank. ♦ Contact soils consultant for recommendations. ♦ Filter fabric hole liner is recommended for soils (see eeddin 12"Beddincoi "Filter Fabric"section for list and further requirements): ❑ With less than 250 lbs./sq.ft. cohesion or, ♦ Tanks need a minimum cover of 24" backfill OR 12" of ❑ With ultimate bearing capacity of less than 500 lbs./ backfill plus 4" reinforced concrete (see figure 8). sq.ft. ♦ Local codes may require deeper minimum burial depth. A5. BURIAL DEPTH AND C®VER (12' diameter tanks) Excavation Depth ♦ Tanks need a minimum cover of 42" backfill OR 38" ♦ All tank holes must be deep enough to: backfill plus 4" reinforced concrete. ❑ Allow a minimum of 12" and a maximum of 24" Minimum Burial Depth H-20 Traffic Loads and No Me- required backfill bed over the hole bottom or con- chanical Anchoring crete pad. (4' -10' diameter tanks) i Traffic Pad Reinforcement NOTE: When mechanical anchoring is required,refer ♦ The,reinforcements in the concrete traffic slab must be to chart(section A7)for minimum burial depths. properly sized for job conditions and traffic loads to as- sure concrete surface pad integrity. 8 All Single Wall and DoubleSECTION FIGURE 9 Suitable brand name filter fabrics are listed below. Call the phone numbers listed for local distributors. 36"Backfill ' '.'18"•BacJcfill$� Manufacturer Product Phone 6".Reinfor d Concrv*te Reemay, Inc. TYPAR 3401 (800)284-2780 TYPAR 3341 (615) 847-7000 Amoco Fabrics Amoco CEF 4545 (800) 374-6606 & Fibers (404)984-4444 :12"Beddin6 12"Beddin Hoechst TREVIRA S1120 (800) 845-7597 ♦ Tanks need a minimum cover depth of 36" backfill Celanese Corp. (hole depth less than 10') (803) 579-5269 OR 18"of backfill plus 6"of reinforced concrete (see TREVIRA S1125 figure 9). (hole depth greater than 10'deep) (12' diameter tanks) DO NOT ♦ Tanks need a minimum cover of 38."backfill plus 6" of reinforced concrete. ♦ Use polyethylene as a'filter fabric because it will de- grade overtime. A6. FILTER FABRIC A7. ANCHORING Why use filter fabric? It is the responsibility of the tank owner or the owner's ♦ Filter fabric allows the passage of water but helps pre- technical representative: vent the,migration of gravel backfill into native soil. ♦ Filter fabric helps maintain the integrity and stability of ♦ To determine if mechanical anchoring is required for a backfill materials. specific job site. ♦ To consider all potential sources of water, such as: When to use filter fabric? Containment Solutions requires the use of filter fabric for ❑ Underground water table. the following types of installations: ❑ Rain water runoff, flooding, etc. (which may fill a ♦ Areas subject to tidal conditions. slow draining tank excavation). ♦ Areas subjected to frequently changing ground water What is the purpose of anchoring? Mechanical anchoring is used to secure the tank in con- levels. ditions where the tank could become buoyant(e.g.water ♦ Unstable soils (muck or landfills, see section A4). in the hole). ♦ Water conditions with silty soil. There are two common methods of mechanical anchoring: For other types of installations,the responsibility for de- ♦ Concrete anchor pad. ♦ Deadman anchors. termining if a filter fabric is appropriate for a specific tank Note: Both methods require the use of Containment Solu- installation remains with the tank owner or technical rep- tions fiberglass anchor straps. resentative. When do you need to anchor your tank? If water can enter the hole, Containment Solutions rec- FILTER FABRIC INSTALLATION -- DRY HOLE ommends that tanks be mechanically,anchored unless • Line the sides and bottom with filter fabric.' the minimum burial depth from tank top to grade meets or exceeds the values in the following chart. • Overlap adjoining fabric panels at least.12". • Place backfill on top of the filter fabric to hold it in place. FILTER FABRIC INSTALLATION —WET HOLE Backfill ballast is necessary to sink and hold the filter fabric in place in the bottom of the hole. CONTINUED ON PAGE 10 9 SECTION ' All • and Double • Tank diameter plus 12"to 24"for concrete Anchoring Chad anchor pad. Minimum burial depth to achieve 1.2 safety factor against flotation assuming worst case conditions of ♦ Anchor .points must be aligned with designated water to grade and the tank empty.Assumes multiple ribs (►.) ±1 tank installation and two deadman widths minimum spacing. ♦ Place anchor straps in the strap guides over the designated ribs (►.). ' Anchoring Minimum Burial Depth FIGURE 10 Method No - 42"w/one Sealed / - FRP strap (no top slab) Turbine or Watertight Wire Rope - Clamp Strap Eyelet Enclosure Turbine Enclosure (see Detaa) Double Wall optional Tank Turnbuckle 4'Diameter Tanks H Assembly • 8"Bottom Slab 24" 24" :` •,-: :::::,:�=111u • 6"x 6"Deadmen 24" 26" = II_uTlull�mu I �Ilul (24"min.spacing) Ancno an Tank End - Sysct mead. System View S • No Mechanical Anchoring 28" 40" 6'Diameter Tanks FIGURE 11 c Fiberglass Strap • 8"Bottom Slab 24" 24" Strap Eyelet \r Galvanized • 12"x 12"Deadmen 27" 30" Steel (24"min.spacing) • No Mechanical Anchoring 42" 50" 8'Diameter Tanks B • 8"Bottom Slab 32" 36" • 12'x 12"Deadmen 40" 44" A (24"min.spacing) • No Mechanical Anchoring. 55" 60" Flat or Round Strap Eyelet Detail 10'Diameter Tanks(1 OM to 15M Gallon) ANCHOR STRAPS - FLAT • 8"Bottom Slab 40" 42" Tank FIG. ANCHOR STRAPS • 18"x 12"Deadmen 40" 42" Dia. 10 FIGURE 11 (36"min.spacing) H A B • No Mechanical Anchoring 62" 66" 4' 13" 1 7/8" 2 7/8" 10' Diameter Tanks(Over 15M Gallon to 30M Gallon) 6' 27" 1 7/8" 2:7/8" • 8"Bottom Slab 42" 46" 8' 36"- 1 7/8" 2 7/8" • 18"x 12"Deadmen 48" 50" 10' 42" 1 7/8" .2 7/8" (36"min.spacing) 12' 58" 1 7/8" 2 7/8" • No Mechanical Anchoring 70" 74" 10'Diameter Tanks(Over 30M Gallon) 4 All anchor straps must be uniformly tightened with turn- * 8"Bottom Slab 51 55', buckles or come-a-longs. Straps should be snug, but • 18"x 11 Deadmen 51 55" not cause tank deflection (see figure 10). (36"min.spacing) • ,No Mechanical Anchoring 72" 75" . Measure tank deflection Yby measuring tank diameter before and after snugging straps. Contact Tank Technical Support for alternate Use standard nonmetallic gauge stick. anchoring methods. See Installation Checklist for specific measurement in- structions. MECHANICAL ANCHORING ♦ Triple clamp wire rope. ♦ Use only Containment Solutions fiberglass anchor straps. If deflection occurs, loosen straps to allow tank to go ♦ Use anchor straps specifically designated for each di- back into round. ameter of tank. Length of strap is different for each tank diameter. CpuT'O� ♦ Maintain proper distance between anchor points on each side of the tank : `Do$notuse straps'Between r�bs (excep#root 4' • Tank diameter plus one deadman width for diameter tanks) or tank,damage mayoccur� concrete deadmen. 10 All Single Wall • Double Wall Tanks — SECTI • i CONCRETE ANCHOR PAD ♦ Make sure each deadman section has at least two The weight of the overburden on the concrete pad and anchor points. FIGURE 13 tank provides-anchoring force. The anchor pad informa- tion provided here is strictly for buoyancy: Triple Clamp ♦ Anchor Pad should be at least 8"thick,with#6 rebar at 12" on center each way (see figure 12). Constructed wire ° per current ACI code. Rope ee :Bed ° FIGURE 12 , • • ° ° °" ° �° o. °•Min.#6• D d Bed: •, ° • • 6o.0 •• He ht o, Rebar . 12"Minimum D• p ° ° 24"Maximum • ,D ' P , • icJth° ° #6 Rebar 'p . o• o• • ♦ At minimum burial depth from "Anchoring Chart"table (section A7), minimum deadman size is as follows: D° D'' ° °''°' • p , • p Tank Diameter Minimum Height Width p• p p 8"Minimum Concrete Pad 4' 611 611 ♦ The pad must be at least the same length as the tank. 6' 12" 12" ♦ The pad must extend a minimum of 18" beyond the sides of the tank. 8' 12" 12" ♦ Poor soil conditions may require increased reinforce- 10' 1 12" > 18" ment and anchor pad thickness.Contact a soils con- 12' 1 8" 36" sultant for specifics. NOTE: Around cross section can be substituted if the ♦ In unstable soils, it is best to extend the pad to excava- diameter equals or exceeds the deadman width. If tank is tion wall. buried deeper than the minimum burial"depth, a smaller ♦ Multiple tank installations require 24"'minimum spac- width deadman maybe used. Contact Tank Technical Sup- ing between tanks. port for details. ♦ Imbed anchor points in concrete.(see Anchoring Hard- ware section) DEADMAN ANCHORS - INSTALLATION . FIGURE 14 ♦ Make sure there is at least 12" bedding between con- ad and tanks.The maximum bedding is 24". Deadman crete p 9 is full length ♦ Attach anchor points to the ends of anchor straps with, of tank on p P each side turnbuckles or wire rope. ♦ Refer to "Anchoring Hardware" section for hardware Tank Overshadow information. ♦ Triple clamp wire rope. DEADMAN ANCHORS ♦ The weight of the overburden on top of the deadman and tank provides the anchoring force. ♦ Lay deadmen along each side of tank parallel to tank. ♦ Deadmen are made with reinforced concrete reinforced ♦ The tank must not overshadow the deadman anchor according to American Concrete Institute Guide. (see figure 14). ♦ Deadmen must be at least the same length as the tank. ♦ Attach turnbuckle or wire rope to rebar anchor point(see Anchoring Hardware Section) OR put wire rope around ♦ For tanks requiring four or more anchor points per dead- deadman and through anchor strap (see figure 13). man, two deadmen sections of equal length may be butted end to end. ♦ Triple clamp wire rope (see figure 13). CONTINUED ON PAGE 12 11 SECTION A - All Single Wall and Double Wall Tanks I DEADMAN ANCHORS- MULTIPLE TANK TURNBUCKLES(DROP-FORGED,GALVANIZED) INSTALLATION May be used in place of all or a portion of wire rope t ♦ Each tank requires its own deadman on both sides OR,if described in this section. one deadman is used between adjacent tanks,-it must be TURNBUCKLES doubled in width. Tank Minimum Turnbuckle Diameter(by type ♦ A separate anchor point must be provided for,each strap. Minimum Dia. Hook Jaw Eye Working ♦ Multiple tank installations require 24" minimum spac Load Limit* t ing between tanks (exception 10' tanks require 36" spacing, 12' tanks require 72" spacing). 4' 1/2" 3/8" 3/8" 1200 Ibs ANCHORING HARDWARE 6' 3/4" 1/2" 1/2" 2200 Ibs All steel components should be protected from 8' 1-1/4" 3/4" 3/4" 52001bs corrosion. 10, 1-1/4" 3/4" 3/4" 5200 tbs REBAR ANCHOR POINT 12' 1-1/4" 3/4" 3/4" 5200 Ibs An anchor point can be fabricated from rebar as follows: *ultimate load should be 5 times working load limit FIGURE 15 i� Deadman or Concrete Slab Smooth WIRE ROPE #6 Rebars Radius Evenly Spaced DO ♦ Use 6 x 19 (improved plow steel) wire rope. Always Span 4" Min triple clamp wire rope. (Source:Wire Rope Technical ° Board (WRTB) recommendations) _ a { a'• DO NOT ' a . a ♦ Use wire eyebolts. ♦ Use bent steel eyebolts. WIRE ROPE Tank Minimum ReBar* Minimum Minimum Diameter ReBar Size Span (1 strap/anchor point) Tank Wire Rope Ultimate Diameter Diameter .Strength 4' #6 4 1/2" 6' #6 4 1/2" 4' 3/8" 13,120 Ibs. 0' #10* 1011 6' 3/8" 13,120Ibs. 12' #10** 10" 8' 1/2" 23,000 tbs. *Note:Wider or narrower span(see figure 15)will weaken 10, 1/2" 23,000 Ibs. anchor below required strength. 12' 1/2" 1 23,000 Ibs. **3/4" turnbuckles require a wire rope loop or shackle between turnbuckle and rebar anchorpoint because#10 OPTIONAL TOP CABLE CLAMP METHOD rebar will not fit into 314"turnbuckle. A method is available to use wire rope clamped at the top ♦ Anchor points may also be fabricated from steel eye- of the tank. Contact Tank Technical Support for instruc- bolts with bottom plates. Consult a-structural engineer tions. for other anchor point methods (see figure 16). FIGURE 16 OPTIONAL MAN OUT OF THE HOLE.METHOD 12"x 12"Deadman or Concrete Anchor Pad A method is available to use FRP straps with a top uplift mounted tensioning assembly which allow for anchoring Force without the need for a person to enter the excavation. Con- i I3" 115 - 3"1 tact Tank Technical Support for instructions. 0 1/4"Weld 1/2" g., 246 Rebars r by 24'long Plate 4" End View Side View 12 Single • Double Walt Tanks - SECTION Asa. TANK INSTALLATION PROCEDURE ♦ Place the first 12"lift evenly around tank(see figure 18). Before You Begin: ♦ Use a long handled probe to push backfill completely: It is important you review all instructions to make sure ❑ Beneath tank bottom. that the proper procedures and materials have been complied with. This includes: ❑ Between the 5 o'clock and 7 o'clock position the • Bed and Backfill entire length of the tank and around the end caps. • Pre-Installation Testing ❑ Between all ribs. • Hole Size/Burial Depth • Anchoring ❑ At 3 to 5 points under end caps. FIGURE 18 TANK?INSTALlAT10N 1IAROINGSAND CAUTIONS • Long Handled Probe * f S Y i v t d" �}. �` "1. , F'! .t 'f.h jk•�'„y�. b not enter the tank excavatioryunlss necessaryF� First 12" Lift � 3 ' of Backfill r3a Foflow,OSt�A,guilmesfo�Ftar�k�excaataonfs� ` Co7lapsmg excavat on walls cankcause mfufy,or deathr 7 5 m r a. 88 e74:.:12" Bed ;. DO ♦ Backfill the tank as soon as possible to tank top to mini- mize chance of tank buoyancy. ♦ Place another 12" of backfill to insure proper support. ♦ Ballast tank with water or product after backfill is even ♦ Repeat the probing of backfill to insure proper sup- with tank top. port (see figure 19). DO NOT FIGURE 19 ♦ Place water or product in tank until backfill is even with Long Handled Probe tank top! Second 12" Lift INSTALLATION PROCEDURE - DRY HOLE of Backfill (WITH OSHA SLOPED EXCAVATION WALLS) First 12" Lift of Bed Backfill DO 7 5 ♦ Provide a minimum of 12"bedding under entire length of tank using approved backfill material (see Section A2). 2" Bec1` : •`,:':°�, 8: ♦ Set tanks directly on backfill bed. DO NOT It is critical to tank performance that this area offer full support ♦ Place tanks directly on concrete pad, timbers, cradles under tank and end caps or beams. ♦ After completion of second lift, backfill can be brought to Backfilling (All tank models) - Proper backfilling is im- top of tank without additional handwork(compaction may portant to provide necessary support for the tank. be required for slab support). It is critical to: NOTE: To minimize the chance of tank buoyancy,back- Use approved backfill material without voids(see figure 17). fill the tank as soon as possible to tank top and tank FIGURE 17 ballast(fill tank)with water or product. y Right Wrong ��UT,®W y Do'riot place water or product m tank until backfill ' is even with ank top or tank damage can occur z $� CONTINUED ON PAGE 14 13 SECTIONDouble INSTALLATION PROCEDURE - DRY HOLE (STRAIGHT OR SHORED WALLS) _ CRAUTI�I � :. 4,� 10 x� ♦ Set tank on minimum 12" approved backfill bed. Do�notplacewater or�roc7u ct n tanku�ht� backfM . is`even�uvithtanktoQ,ortank damage can occf.�r, ♦ Straight or shored walled holes in tight areas require a curved probe to properly backfill under and around the tanks. INSTALLATION PROCEDURE -WET HOLE ♦ The curved probe is a 4' section of the long- Before you begin: handled aluminum probe bent on a radius to match ♦ Determine if a filter fabric is necessary for the tank curvature. ►y your installa- ♦ Probe (with curved probe) the entire tank bottom and tion (see section A6 for details). around end caps.between the 5 and 7 o'clock position. In general: ♦ Place first 12" lift evenly around tank. ♦ Water level should be maintained at lowest practical level ♦ Probe (with curved probe) the entire tank bottom by using pumps(with or without a well-point system).and around end caps at the 5 - 7 o'clock position. Bed ,. Push backfill evenly against tank walls and under Provide a minimum bed of 18" of end cap (see figure 20): approved backfill: FIGURE 20 Ballast Long Handled Probe ♦ If water cannot be lowered, you will need to ballast(fill tank)tanks to sink them. ♦ Place tanks in the 4.' Curved hole, maintaining Probe control with lifting Section cables attached to _'. all lift lugs pro- oil 12"BED - vided on tank. _ :•;,•.CONCRETE ♦ Add enough bal- SLAB - - (OPTIONAL) last to sink the tank ♦ Place the second 12" lift evenly around tank. (see figure 22). FIGURE 22 ❑ Water level inside tank should not be more than 1' ♦ Probe (with straight probe) the entire tank bottom above water level outside tank. and around endcaps at the 3 - 5 o'clock position (see figure 21). ♦ While adding ballast,use lifting cable to keep tank in posi- FIGURE 21 tion. Long Handled Probe ♦ Tanks should be free to roll slightly. Second 12" Lift Backfilling of Backfill ♦ Place first 12" lift evenly around tank First.12" Lift of ♦ Push backfill under tank using Backfill ❑ Long handled probe and/or, ❑ An air jet.* 7 5 '.: ♦ Place second 12" lift evenly around tank. c12" Bed' ♦ Push backfill under tank. ♦ After completing the second lift,backfill can be brought It is critical to tank performance to tank top without using the probe or air jet. that this area offer full support under tank and end caps An air jet can be constructed by using a 314"steel pipe con- After completion of second lift, backfill can be nected to a 65 cfm compressor. We recommend you install a brought to top of tank without additional hand- valve on the,air jet, which allows the operator to safely control work. the flow. a Additional information on alternate man-out-of-hole in- £ NOTE: To minimize the chance of tank buoyancy,back- stallation techniques is available. Call Containment Solu- tions the tank as soon as possible to tank top and tank and ask-for Pub. No. INST 6004, Alternate Backfill. ballast(fill tank)with water or product. Procedure. 14 i Single and • . • A9. PIPING AND SKIMP CLEARANCES A10. FILLING TANKS Tanks with Bottom Sumps f 10� When installing a tank equipped with a bottom sump, ex- z Do not fell tars with product or water for holtl down until cavating and bedding must be modified to provide: F back#tlhng Is even with toplof tanl�or,tank damage ♦ A hole centered at the sump location. occur ♦ Hole should be 12" deep x 24" diameter. Exce ton "installation Procedure Wet Hole"section Afterthe tank is placed,the void surrounding the sump must be: ♦ Hand backfilled and A11. VENTING ♦ Hand tamped prior to adding backfill around tank or ♦ All tanks must be vented. use a long handled curved probe to fill hole. ♦ Tanks are designed for operation at atmospheric pres- External Piping sure only(except for use with vapor recovery systems ♦ The pump and attached piping must be free to move provided the pressure or vacuum does not exceed 1 psi.) with the tank(see figure 23). ♦ The vent opening should be the same diameter or larger ♦ Use a fill box or street box to isolate the piping from the than the piping used to remove,product. traffic pad. ♦ For double-wall tanks, if the annular space is vented, it ♦ Take precaution during construction to make sure no must be vented independently from the primary tank. damage occurs to the exposed piping and fittings. ♦ For hydrostatically monitored double-wall tanks,the an- FIGURE 23 nular space must be vented at all times. External Piping ••••• ES Isolate Piping PRESSURIZED PRODUCT DELIVER! from Traffici �T'10A n 4 :Slabs: d Pressurized product deliveries are dot recornmen`ded: AS TANK DAMAGE MAY OCCUR , ♦ If the delivery vehicle uses pumps to fill the tank: ❑ Install overfill,shut-off equipment in the lines and on the truck to prevent the tank from being overfilled. Internal Piping ❑ Overfilling the tank under pressure will damage the tank,even if the tank vent is unrestricted. ♦ Internal piping must terminate a minimum of: ❑ 4"from the tank bottom(4',6',8',10'diameter tanks). ❑ Do not use a ball float valve for overfill protection. ❑ 6"from tank bottom (12' diameter tanks). (see figure 24) Al2. MANWAY AND MANWAY EXTENSIONS ♦ A fill tube insert must be installed at the tank gauging fitting if the manual dipstick method is used to inven- 4 tory tanks to ensure the dipstick point of impact is aligned with the tank bottom protector plate. Y less #, Do Not enter tank un followIng,OSHA guldeltnes FIGURE 24 for confined space entry x Internal Piping Entry Can Result>In `x Y 4'-10' 12' dia. dia. Tanks Tanks 4"min 6"min / ASPHYXIATION FIRE" EXPLOSION CONTINUED ON PAGE 16 15 i SECTION. A - All Single, Wall and Double Wall Tanks ♦ The standard 22"manway installed in single-wall tanks A14. SITE MONITORING WELLS ❑ Has a load bearingcapacity of 1200 lbs. p y ♦ New installations-place monitoring wells a minimum � ♦ Optional heavy duty,manway. of 1' outside of tank sides or ends. ❑ Has a load bearing capacity of 2400 lbs. ♦ Existing Installation -place monitoring wells a mini- mum of T from tank sides or ends (see figure 25). ♦ Fiberglass heavy duty manways must be specified on FIGURE 25 I tanks equipped with helical heating coils, agitators or pumps with a total downward load greater than 1200 lbs. but less than 2400 lbs. Monitoring Well f ♦ Do not exceed 50 foot pounds torque during bolt tight- Q ; ening or manway flange damage may occur. Note: All 30" and 36" manways installed on single- wall tanks and all manways on double-wall tanks are heavy duty. @ 1 ft. Minimum-New Installation 3 ft. Minimum-Existing Installation A13. SPECIAL INSTRUCTIONS FOR COMPARTMENT TANKS ♦ Backfill with same material as tank backfill. Es 77 k,Kerosene must be separaetl fror>t1��gasoline wrth a Doublewall �ill'khaa`cfPotable water rrlust ube separated from alb petrole�im ptocluc u�it� a Double warl Bulkhead �,Mrx��g of��Cero t sene antl�gasolrnemay result rn explosron o,�,�; iy xfrr`e�a'nd pos�rble rnluryor;death t f�»F � , �� � ♦ Each compartment should be tested as though it were an individual tank. Use the applicable procedures listed previously in this,section (section A-3). ♦ Test the annular space as described earlier in this section (note that the annular space is continuous around all compartments including the space between any double wall bulkhead). ♦ For single wall tanks in a double bulkhead: ❑ Connect compressor hose to the 4" bulkhead an- nulus access fitting and pressurize to 5 psi maxi- mum. ❑ Close the valve and disconnect the air supply. ❑ Soap the fitting and the tank shell wall for 5 feet on each side of the fitting. Soap this area 360 degrees complete around the tank. 16 Double-Wall Tank Monitoring - SECTION DOUBLE WALL TANK MONITORING NOTE: For ease of installation insert the sensor in Because of its superior leak detection capability, Con- the tank cavity before installing the monitoring riser tainment Solutions recommends the Hydrostatic Tank pipe to grade. Monitor for continuous monitoring of the annular space. Containment Solutions recommends a minimum 4" However,the tank owner and/or operator is responsible riser to grade for easier removal or replacement of for selection of the monitoring system. sensor. I ! B1. ALTERNATE TANK MONITORING Tank Clearance Between SYSTEMS Diameter Inner and Outer Tanks ♦ A variety of leak monitoring systems can be used with 4' 1 Containment Solutions double-wall tanks. 6' 1" ♦ Alternate tank monitoring sensor must be located at $- the monitoring fitting on top of tank. 10, 1 1/2" FIGURE 26 RESTRICTIONS ON MONITORING CAPABILITIES Low Install Liquid or Vapor End of ♦ For liquid sensors and gasoline vapor sensors: sensors Here Tank ❑ Cavity between the inner and outer tank may be J' either vented to the atmosphere or sealed. 4"Annular Space Fitting J ♦ For Hydrostatic Tank Monitor: r ra eye ��U`■ ��r rl} � 7 Optional 2" Liquid or Vapor Sensors x y w� �� e w s� ¢ MOnItolingr+av►ty�befwe�eItenerlfi&oUertan Slope Max. �, must be vest#etl tolthO,atmosphOp tf�unvented,��?tre3 t` Tank Model Double Wall Only ;sure 6uildttp can cause tank tlamage xz j'r ❑ Tank burial depth must not exceed 7'from tank top B3. INSTALLATION OF VACUUM OR AIR to finish grade. PRESSURE MONITORING SYSTEMS ❑ Vent annular Space ♦ Consult monitoring equipment manufacturer for proper installation. ❑ Optional reservoir sensor(supplied by Containment Solutions)senses liquid level in reservoir and vented B4. INSTALLATION OF HYDROSTATIC riser pipe cape automatically vents monitoring cav- TANK MONITOR ity. ♦ For Vacuum Monitoring: ♦ Consult Section C for detailed installation instructions. ❑ Maximum vacuum is 5 psi. ♦ For Positive Air Pressure Monitoring: ❑ Maximum air pressure is 5 psi. B2. INSTALLATION OF LIQUID OR VAPOR SENSORS ♦ Consult monitoring equipment manufacturer for proper installation. ♦ When liquid or vapor sensors are used, the tank may be sloped at time of installation. ♦ If tank is sloped, place tank so that the lowest elevation is at monitoring end (see figure 26). ♦ Use an electrician's wire puller to position sensor,at or near bottom of tank. 17 4 { 11' Section C - Hydrostatic Monitor (fov use with DoubW Wall Tanks Only) HYDROSTATIC MONITORING C3. RESERVOIR FLUID HEIGHT _ ADJUSTMENT C1. PREPARATION ♦ Add brine to the reservoir until the reservoir fluid level ♦ Tanks with hydrostatic monitoring systems normally ar- matches the following table values: rive with monitoring fluid installed in the annular space Liquid Level Liquid Level and some fluid in the reservoir. Tank Measurement (L) Measurement (L) ❑ After installation,the fluid level in the reservoir must Size When Tank is When Tank is Empty Full y be filled to the proper level. ' (1 M and less) 5" 8" k_ ❑ Buckets of brine are supplied with the tank for this 4' (over 1M), 6' 3-1/2" 5" purpose. 8' 3-1/2" 5" 0♦ if tank has reservoir installed,and arrives without moni- (10M, 12M, 15M 3-1/2" 5-1/2" toring fluid pre-installed,the annular space can be filled 10' (20M) 4" 6-1l2" with monitoring fluid after the tanks have been placed 10' (25M, 30M) 4-1/2" 8-1/2" in the excavation. 10' (over 30M) 4" 7" ❑ Provisions must be made to access the reservoir for CONCRETE TRAFFIC PAD brine filling and venting the air from the annular space at the end of the tank opposite the reservoir. ❑ Contact Tank Technical Support for instructions. RISER PIPE CAP AND FITTING W/VENT RISER PIPE FRP RESERVOIR SENSOR C2. JOB,SITE SAFETY PRECAUTIONS RESERVOIR HIGH LEVEL ALARM BRINE LIQUID > a r LEVEL(L)�� LOW LEVEL ALARM DOUBLE WALL TANK 7 'Always wea�'�s�afety glasses and�pot ctiue ctothittg� 0,1M wenjmixing or handting any antlfreezesolutlon ♦ The brine(non-toxic)is a solution of 30°l°calcium chlo- ride in water with a biodegradable green tint and a freeze point of-40°F. ♦ If any of the following accidents occur, quickly take the steps listed. ♦ Propylene glycol (food grade) may also be used to ad- just the reservoir fluid level. Based on expected tem- ♦ Contact with eyes (may cause minor eye injuries). peratures,the concentration should be as follows: • Promptly flush eyes with plenty of water for at least Freeze % Glycol Mixture 15 minutes. Protection with water Brine • Get medical attention. 20°F 20% N/A 0°F 30% N/A ♦ Contact with skin (may cause minor skin irritations). -20°F 40% N/A • Promptly flush skin with plenty of water. -40°F 50% Premixed" ♦ Ingestion (may cause gastrointestinal irritation or ul- *As supplied by Containment Solutions ceration). • Induce vomiting (if swallowed). C4. RESERVOIR ALARM ACTIONS • Immediately consult a physician. If the reservoir sensor indicates a high or low level alarm, ♦ Spillage(may cause surfaces on which people walk to it is necessary to first determine that the alarm is not the remain wet longer). result of an incorrect initial fluid level setting. • Flush area with plenty of water. ❑ Remove the sensor. ❑ Test the sensor for proper operation. ❑ Reset the fluid level in the reservoir by adding or removing fluid as indicated in section C3. ❑ Reinstall the sensor. NOTE: If a second low or high level alarm occurs, contact Containment Solutions Field Service. 18 i EnclosuresCollars and Turbine SECTION COLLARS AND TURBINE ENCLOSURES ♦ Watertight FRP turbine enclosure. Designed to prevent water infiltration under most f conditions. t i Requires an adhesive joint at the collar and where reducer meets the turbine pipe body. Lid is pressed on to compress o-ring gasket in groove at top of reducer. asaHvxArioN` FIRe .=� EXPLOSION 4 ♦ Sealed FRP turbine enclosure. To prevent fire or explosion`hazarci;r Contammenf Sulu Designed to be waterproof bons recommends aif drwen tools wheneverpossible Do • Not use electrical power tools where flammable vapors Requires an adhesive joint at the collar and where or li u tls exist.'Also wlie electric hph, J6.ols a ce used reducer meets the turbine pipe body. be aware Qf putent�al shoc`khazartls` Wear}protectwe Lid is bolted onto flanged top with flat gasket. clothing and eyeprotect�oh r �-s�� fi �. x��; � r r. HANDLING 7urb�ne enclosure or containment collar maybe a:con rs fined space Follow proper safetg procedures£ r< ♦ Wear gloves. D1. GENERAL ♦ Do not roll or drop. ♦ Set on smooth ground. CONTAINMENT COLLAR Important: If high winds are anticipated,the contractor Intended use: is responsible for tying down the turbine enclosure to ` prevent damage from being moved by high winds. ♦ Must be continuously monitored for piping leaks using an electronic leak monitoring sensor. INSPECTION ♦ Termination point for secondary piping systems. Before installation: ♦ Provide containment of spilled liquids from a submers- ♦ Visually inspect the turbine enclosure components for ible pump. shipping damage. t ♦ If damage is found, contact Containment Solutions CAUTION Field Service. In freezing conditions, protect collar from water accu Secondary pipe fittings (see Section Ell): 'imulafion�Freezing water may cause freeze damage s ♦ Containment Solutions supplies an alternate two piece J_ FRP coupling which can be field installed to provide a TURBINE ENCLOSURE watertight piping connection. Intended use: ♦ Containment Solutions also provides an alternate Environ Coupling. ♦ Separate turbine from corrosive soils. Electrical conduit fittings (see Section E3): ♦ Prevent ingress of groundwater when sealed to con- ♦ Containment Solutions supplies an alternate two piece tainment collar with optional adhesive kit. steel coupling which can be field installed to provide a ♦ Provide housing for a submersible pump. watertight piping connection. ♦ Provide termination point for double-wall piping system. ♦ Containment Solutions also provides an alternate Environ Coupling. After completing all piping and wiring connections, place the top over the turbine enclosure. D2. TURBINE ENCLOSURE HEIGHT ♦ Non-sealed FRP turbine enclosure. Before installing the turbine enclosure: ♦ Measure length to be sure it is long enough. (See • Top is designed to prevent water run off from en- Section D3 for required top clearances and Sections tering turbine enclosure. D5-D7 for turbine dimensions.) • If water rises to the non-sealed joint, water will infiltrate the turbine enclosure and cause alarm to activate. CONTINUED ON PAGE 20 19 SECTION D2,, TURBINE ENCLOSURE HEIGHT-continued D4. MOUNTING.TURBINE ENCLOSURE TO COLLAR i. If turbine enclosure is too long: Prior to mounting turbine enclosure to collar: ♦ Trim length before installation on the collar. ♦ Rotate the manway cover to align tank fittings and sub- ❑ Carbide tipped blade or masonry blade is recom mersible pump with intended piping layout. mended. If manway cover is removed: C - o Must be square cut within±114" in order for adhe- ❑ Inspect manway gasket for damage. sive kit to properly seal the joint. ❑ Replace gasket.if necessary. To prevent ingress of water: D3. TOP CLEARANCES ♦ Cement turbine enclosure to collar using optional ad- Important: Isolate All Turbine Enclosure From Direct hesive kit(Kit AD)supplied by Containment Solutions. Traffic Loading (Applicable to Non-Sealed,Watertight FIGURE 28 and Sealed Turbine Enclosures) To adjust for the burial depth, trim the bottom of the Turbine FIGURE 27 Enclosure Turbine Enclosure Typical Installation Plywood (48"x 48"x 3/4") Street Box NTE Friction Fit Lid * Reinforced Concrete Sand and clean 91. ', . ... . all joint areas --- ---- prior to applying NTE Reducer Adhesive Z„ Collar a Containment _ Collar Sand and Clean Mating Surfaces *#5 Rebar 8" o.c., both ways, extending 4'0" Step 1 in all directions from center Ensure mating surfaces are free of contaminants. Step 2. After backfilling to top of turbine enclosure: Sand bottom 3"of the turbine enclosure interior surface using supplied sandpaper ♦ Place 1-1/4"of specified gravel and then 3/4"thick ply- Step 3 wood (4' x 4') over turbine enclosure top (but not over Sand outside surface of the adhesive channel on the lid) to allow a 2" minimum clearance between top of secondary containment collar. turbine enclosure and bottom of concrete surface pad_ (see figure 27). NOTE: All surfaces must be sanded until they are • This 2" clearance also provides a channel for wa- clean and appear"white" in color. ter runoff. Step 4 If the tank is located,in a traffic area: Wipe the mating surfaces clean. ♦ Pour traffic slab directly onto plywood. Li Reinforce'with #5 rebar 8" on center both ways Position Turbine Enclosure on Collar (see figure 28) extending 4' in all directions from street box. ♦ After turbine enclosure is installed: Step 1 Use a rubber mallet, if necessary, to seat .turbine ❑ Use a minimum 36" diameter(or 36"square) street enclosure on collar. box to allow lid removal after installation. Step 2 Confirm that surfaces inside adhesive channel are dry ` P and clean before mixing or applying the adhesive. 20 Collars • Turbine EnclosuresSECTION MIX AND APPLY THE ADHESIVE ADHESIVE APPLICATION GUIDELINES: ''�i iG .F,t", a- � a"�•":, t ALVyAYS rIVEAR'PROTECTIVE'GOGGLESANU G40UES't, � UIiHEN MIXING AND`A('PLYINQ AbHEI\1 �ADk1ESIV .. t b li ✓'�. ' t1`fw F4MATERI�ALS AREFLAMMABLE KEE P ADHESIVfiAATERI _____. AES-4WAY F,ROO`)lll SHARKS ANQ IG�NITION,SUURCES ,�ri;ak ASPHYXIATION FIRE EXPLOSION Step 1 Read Adhesive Applications Guidelines. THE ADHESIVE MATERIALS AND VAPORS ARE FLAM- MABLE.TO PREVENT FIRE OR EXPLOSION HAZARD, Step 2 IF A HEAT GUN(OR OTHER IGNITION SOURCE)IS USED Check date on adhesive. Adhesive shelf life is six FOR SUPPLEMENTAL HEAT,FIRST EVACUATE FLAM- MABLE VAPORS WHICH MAY ACCUMULATE IN THE months. TURBINE ENCLOSURE. Step 3 Thoroughly mix two part adhesive in accordance with the detailed mixing instructions contained in the adhe- ADHESIVE APPLICATION GUIDELINES: sive kit (Kit AD). Use the following guidelines, which are based on NOTE: Properly mixed adhesive will change to a outside ambient temperature, to mix and apply ad- darker uniform color. hesive.(Adhesive shelf life is six months.Check pro- duction date on box). Step 4 When required for turbine enclosure adhesive: Apply with supplied application tool. Recommended method for supplemental heat is Step 5 to transfer warm air to the turbine enclosure while Fill the channel from inside turbine enclosure. keeping ignition sources away. Heat sources: CURING • Salamander heater. Step 1 • Radiant heater. Allow adhesive to cure 24 hours minimum. • Heat gun (maximum output temperature 200°F) NOTE: Mating parts must not be moved before adhe- ❑Can be used for turbine enclosure adhesive if sive is fully cured. outside temperature is at least 45°F. Step 2 For cold and cool weather(less than 600F): For outside ambient temperatures below 60°F, apply . Preheat the adhesive to 65-75°F. supplemental heat to initiate adhesive curing process. • Mix adhesive. NOTE: See Adhesive Application Guidelines. • Add supplemental heat inside the assembled tur- TESTING bine enclosure to raise temperature of collar and Step 1 enclosure to 60OF minimum, 150OF maximum. Read Section D8, Hydrostatic Water Test for details. • Apply adhesive. • Continue to apply supplemental heat to adhesive FIGURE 29 until it hardens (30 minutes minimum). Sand these surfaces first,place Warm Weather(between 61°F and 85°F): turbine enclosure onto collar, Adhesive will harden in approximately 30 minutes. then apply adhesive into the adWBODY ❑ No supplemental heat required. NTE REDUCER TURBINE Hot weather(above 850F): — _ ENCLOSU Apply adhesive more rapidly (it will harden in 15 ESIVE minutes). ESIVEANNEL (Alternate)Cool the adhesive to 60OF to slow down chemical reaction. TURCOCOLLAR ❑ Increases allowable application time. {: CONTINUED ON PAGE 22 I 21 �l li SECTION, D6. FRP WATERTIGHT TURBINE ENCLOSURE When required for FRP coupling: (SEE FIGURE 31) • Recommended method for supplemental heat is 3 a hand held heat gun (maximum output tempera- f ture 2001,F). Important:Mix unused tube of catalyst and any Do toti�r pressure testtrbinectosureSeeSct�on ; D11 for testing methlods 7u eenciosure%kmust tae Aso unused adhesive to form a solid for safe dis- posal.Then dispose as a nonhazardous waste in accordance with federal, state and local To prevent water infiltration in high groundwa regulations. ter conditions turbine enclosures must: ♦ Be mounted and cemented to secondary containment D5. FRP SEALED TURBINE ENCLOSURE collar using same procedure described in section D4. (SEE FIGURE 30) FIGURE 31 s TOP OPENING I.D.=30" LID O.D.-32, nU DofNot alrpressue lresf a neturbi encFlosure if --------- 15° Section A8 for testing me#hods i'u36lne enclo surer rnusi Ise �solate`d from ilrecttraffle load To prevent water infiltration in high groundwater conditions turbine enclosures must: "L" ♦ Be mounted and cemented to secondary containment collar using same procedure described in section D4. CONTAINMENT COLLAR ♦ Have its top mounted and cemented in place. Follow a.s" procedure used to cement turbine enclosure to collar (section D4). ♦ Have its top mounted and cemented in place. Follow procedure used to cement turbine enclosure to collar ♦ Always vent turbine enclosures. (Usually accomplished (section D4) except this joint is made on the exterior of with double wall piping.)FIGURE 30 the turbine enclosure. ♦ Always vent watertight or sealed turbine enclosures. TOP OPENING I.D.=23"x2s" (Usually accomplished with double wall piping.) LID O.D.-27"x 33" ♦ Apply o-ring lubricant to o-ring groove, place o-ring 10.5" in groove, and push lid on. li ♦ The o-ring lubricant will require periodic replacement as it will degrade over time. Any lubricant that will not dissolve in gasoline or water, nor attack Buna-N rubber is acceptable. Almagard 3752 from Lubrica- V tion Engineers in Fort Worth,Texas is recommended. While not as long lasting, other lubricants like barium grease, or petroleum jelly can also be used. Lubri- CONTAINMENT COLLAR cant can be applied-directly to the o-ring or to the inside surface of the lid flange. 4.5" When removed from the turbine enclosure, the lid ♦ On a sealed turbine enclosure torque lid bolts to 25 ft.- should be placed with the flange up (not in the dirt) to lbs. Follow ASTM specifications for "Structural Joints prevent the lubricant on the lid flange form being con- Using ASTM A325 or A490 Bolts". taminated with dirt,small rocks,or other contaminants. ♦ The gasket(flat or o-ring) is a maintenance item which ♦ The gasket (flat or o-ring) is a maintenance item will have to be replaced periodically or when it shows a which will have to be replaced periodically or when it leak during a tightness test. shows a leak during a tightness test. 22 Collars • Turbine • SECTION D7. FRP NONSEAILED TURBINE ENCLOSURE TO TEST SEAL OF FIELD MOUNTED FITTINGS: (SEE FOGURE 32) ♦ Fill turbine enclosure with water at least 3"above fittings i K> ♦ Record liquid level. p ' {" ♦ Wait 24 hours. 'R k'( -, . DO NOT air pyre#ssure#est urbine enclaure See sec a Remeasure and record liquid-level tion D8 for testing methods' Turbme`encl MA'Am must ❑ A liquid change more than 1/4" indicates a pos- t °be tsofafec from{ciirecttraffic loacilrng (Sesec#rort sible leak. D9 MONITORING To prevent water infiltration at the containment collar in high groundwater conditions, turbine Fgq enclosures must: " _j ♦ Be mounted and cemented to secondary containment .-uelfvepois mayyf�e`present mtfie turbine enclosure collar using same procedure described in section D4 ToypreventrXe orexplosori hazard; ICee akt�gt��tion ♦ Always vent watertight or sealed turbine enclosures sources away when remauing tur b ne enclosure-td T'reait,any, entr���rtfoAt�lrb�nexen�losure area,as,con (Usually accomplished with double wall piping.) �nedpac�entryr ♦ Cement in place using Kit AD and allow adhesive to cure FIGURE 32 ���1UTION Secontlery containment"collar$rriusttbe TOP OPENING LD.=3o• -con��ntrously;monttored for potentiat$sp>Ilfs�o -teaks ;'_ LID O.D.-32" - ________— TO DETECT ACCUMULATION OF LIQUID IN 12" COLLAR: ♦ Equip all secondary containment collars at the jobsite ------------- with an optional electronic monitor(see figure 33). ♦ Place monitoring sensor in a protective casing. ♦ Fasten casing to sensor mounting bracket on side of L turbine enclosure collar using a mounting clamp. CONTAINMENT COLLAR FIGURE 33 Containment Collar Sensor as' (FCBS-700) 10'Cable(2)#18\�, D8. HYDROSTATIC WATER TEST in PVC Sheath A � w Stainless Steel x Outer Shell �� ( 3 Upper Float Stop -- 4 '" " ;ti, Buna-N Float t e z " a" Lower Float Clip 1/2"Liquid a Trip Point Failure to{properly;test and=`seal_loirnts ma_y result IIn-- 1-va° OO product loss;enVironmentl damage,ezplositin_or fire _1 TO TEST JOINTS IN TURBINE ENCLOSURE: D10. PERIODIC TESTING ♦ Fill turbine enclosure with water at least 3" above joint ♦ Test turbine enclosure at least once a year using stand- seal. (Note: sealed and watertight turbine enclosures ing water test(section D8). Test more frequently if code will have two (2)joint seals.) requires. . ♦ Record the liquid level. ♦ Leak test containment collar and fitting at least once a ♦ Wait 24 hours. year, or more frequently if code requires. Anytime tur- ♦ Remeasure and record the liquid level, bine enclosure or fittings have been abused,damaged, ❑ Aliquid change more than 1/4"indicates a possible leak. or worn, test turbine enclosure immediately for poten- tial leaks. it ,{ � 23 $ECTION • Installed Fittings fo ping, and Electrical CiDnduit E1 FRP COUPLING INSTALLATION FIGURE35 Turbine f K r RIGHT Enclosure WRONG t > ; a , > Turbine Enclosure s >x . . 1'hls installation procetlure requires the use of pow, fed-har Wfto�s Cohtal tent So)ut�ons recom t rosrr.Kt �- .� A:r,.•�°-arF ;r � '� �'rx f t`.s Secondary 171endsa>IC dCater�tOOIs WhereyerossbleDOOI Containment Secondary use efeetrle hand tddls wh re flarri�mabre v� elrs or collar Containment s" 2 k s p Collar l qu ds are p went .0' whe Band tools are used,` teaware o.>>rpo�e�tla"I shockYhazarc�s`�MWear�prot�`c`; r � tii $ fiar �� Correct positioning of the fitting. Incorrect positioning of the fittings. tlr/e C�Othing �ld'eypTOtectlOn ,$ P 9 g• P 9 9 •,s, . _ .h y, .„: ., , e x a, .,, .,: The fitting does not interfere with the The fitting interferes with the adhesive adhesive channel seam. channel seam. Note: Do Not Use this Field Installed FRP Coupling in Primary Piping. ♦ Should be placed to not interfere with adhesive chan- ♦ Secondary piping can be connected to the turbine nel of turbine enclosure (see figure 35). enclosure using the field installed 3" or 4" FRP cou- pling (available from Containment Solutions as op- FRP coupling(3" and 4" diameter) kit includes: tional fitting kits). Two piece fitting 0 Adhesive ♦ Coupling is designed as a secondary containment fit- • Mixing stick 0 Putty knife ting. • Sandpaper Instruction sheet ❑ Outer jacket of double-wall piping is connected to NOTE: Contractor must supply a jig saw or hole saw FRP coupling. (41/2" diameter for 3" coupling or 51/2" diameter for ❑ Primary piping passes through FRP coupling. 4" coupling)to cut hole for fitting. ♦ Provides watertight seal at piping penetration for high HOW TO INSTALL FRP COUPLING: groundwater conditions. CUT HOLE ♦ Must be aligned radially to center of turbine enclo- sure(to minimize potential for water infiltration at pip- Step 1 ing penetration). Layout piping trench. FIGURE 34 Step 2 Mark location of fittings on turbine enclosure. Correct Incorrect Step 3 Alignment Alignment Use a hole saw(41/2"diameter for 3"coupling, 51/2" \ diameter for 4" coupling) or jig saw(both provided by contractor) to cut a hole at marked location. NOTE:Although carbide tipped blade will last longer, any steel saw blade can cut the hole. Turbine SAND AND CLEAN MATING SURFACES(SEE FIGURE 36) Enclosure (top view) Step 1 Use supplied sandpaper (60 grit) to sand an area The FRP couplings and grommets should be aligned radially around drilled hole on both inside and outside of tur- to the center of the turbine enclosure/piping sump. bine enclosure. NOTE: • Turbine enclosure surface must be sanded"white" to ensure proper bond. • Sanded area should radiate at least 3"out from hole edges. Step 2 Sand FRP fitting flanged surfaces. 24 Field Installed Fittings for Piping and Electrical Conduit - SECTION E Step 3 Step 3 Use clean, dry cloth to remove sanding dust from all Test coupling. sanded surfaces. NOTE: See Section D8, Hydrostatic Water Test for NOTE: If surfaces are contaminated with grease or details. piping dope, use clean solvent to thoroughly clean Step-4 bonding surfaces, then resand surfaces. After successful test, install secondary piping into FRP coupling. MIX AND APPLY ADHESIVE NOTE: Adhesive shelf life is six months. Check pro- DISPOSE OF UNUSED CATALYST,ADHESIVE duction date on box. Step 1 Step 1 Mix unused tubes of catalyst and any unused cata-. Confirm bonding surfaces of turbine enclosure and FRP lyst with adhesive to form a solid for safe disposal. coupling are dry, clean, and sanded. Step 2 Step 2 Dispose of resulting solid as a nonhazardous waste in Thoroughly mix two part"adhesive in accordance with accordance with federal, state and local regulations. detailed mixing instructions contained in adhesive kit. Step 3 E2. SECONDARY PIPING CONNECTION Apply adhesive with supplied putty knife to prepared surfaces on both fiberglass turbine enclosure and Two most commonly used methods to secondarily FRP fitting flanges. FIGURE 36 contain piping: Field Installed FRP Coupling ♦ Double-Wall fiberglass pipe (see figure 37). Turbine Enclosure wall ♦ HDPE secondary containment system(see figure 38). (Interior) Female Male Note: Fiberglass pipe manufactured by Smith Fiberglass Section Section and Ameron are dimensionally compatible with the Con- tainment Solutions supplied FRP Coupling. Typical methods to attach secondary piping are shown in the following drawings: © Sand these surfaces first,then apply adhesive FIGURE 37 to these surfaces just before final assembly.*Male section to be inserted from the inside of the Field Installed FRP Coupling Used With FRP Double-Wall Pipe turbine enclosure Turbine Enclosure Female Section Interior ATTACH FRP COUPLING Fiberglass 1 Male Section Step 1 Secondary Pipe Insert male threaded coupling section from inside of turbine enclosure. Step 2 Fiberglass 1 Screw female threaded section from outside .of'tur- Primary Pipe J� bine enclosure. Adhesive Fill J Q Sand inner surface of coupling and outer surface of fiberglass. Step 3 Apply adhesive to inside surface of FRP coupling and outside Tighten down both sections by hand tightening until Surface of FRP pipe just before final assembly. adhesive is squeezed out from flange faces. FIGURE 38 Field Installed FRP Coupling Used With HDPE Secondary. NOTE: Hand tighten only. Containment system Step 4 Female Section Turbine Enclosure Use flat stick or putty knife to fill in all gaps around Interior . coupling flange and turbine enclosure wall. Fiberglass Pipe stub Male Section CURING Fiberglass Step 1 Primary Pipe Allow a minimum of four hours for adhesive to harden. NOTE: Mating-parts must not be moved before adhe- HDPE secondary sive is fully cured. Containment System Step 2 Stainless Steel Has Clamp Adhesive Fill For outside ambient temperatures below 60°F apply 1@sand inner surface of coupling and outer surface of fiberglass. P , PP y Apply adhesive to inside surface of FRP coupling and ouside supplemental heat to initiate adhesive curing process. Surface of FRP pipe Stub just before final assembly. NOTE: READ Adhesive Application Guidelines in NOTE: Flexible Entry Boots and Conduit Entry Boots Section D4. are available from Containment Solutions. Contact Tank Technical Support for installation details. 25 i� i' Field - • Fittings • • • • Electrical Conduit i E3. ELECTRICAL COUPLING INSTALLATION ATTACH STEEL COUPLING _ Provides watertight seal at piping penetration for high Ste I groundwater conditions. Insert male threaded coupling section from outside ♦ Threaded steel couplings connect to electrical conduits of turbine enclosure. Step 2 ♦ Two fittings are provided in optional electrical fitting kit to accommodate wiring to submersible pump and Screw female threaded section onto male section from optional monitoring sensor see Section D9 inside of turbine enclosure. r p 9 ( )• Step 3 ♦ All wiring connections must conform to local and ha- Tighten down both sections by hand tightening until tional electric codes. adhesive is squeezed out from flange faces. Installation kit Includes: Step 4 • Two piece 1"steel coupling Adhesive Use flat stick or supplied putty knife to fill in all gaps • Mixing stick • Sandpaper around fitting flange/turbine enclosure joint. • Putty knife • Instruction sheet NOTE: CURING Contractor must supply a jig saw or hole saw (2" Step I diameter) to cut hole for fitting. Allow minimum of four hours for adhesive to harden HOW TO INSTALL ELECTRICAL STEEL COUPLING- completely. SEE FIGURE 39 NOTE: Do not move or impact coupling during hard- CUT HOLE ening process. Step I Step 2 Drill 2" diameter hole (using contractor supplied car- Complete,successful test of the steel coupling. bide tipped or masonry hole saw) at marked cou- pling location. NOTE: See Section D8, hydrostatic water test for details. SAND AND CLEAN Step I Step 2 Use supplied sandpaper (60 grit) to sand area Install conduit onto the coupling. around drilled hole on both inside and outside of turbine enclosure. 1" Steel Coupling NOTE: Turbine Enclosure Wall • Turbine enclosure must be sanded "white" to (Exterior) insure proper bond. Female Male • Sanded area should radiate at least 3" out from Section Section hole edges. Step 2 -— Sand inside of flanged faces of both coupling sec- tions. Step 3 Use clean, dry cloth to clean sanding:dust from all © Sand inner surface of coupling and outer surface sanded surfaces. of fiberglass pipe. MIX AND APPLY ADHESIVE NOTE: Mix adhesive in accordance with instructions DISPOSE OF UNUSED CATALYST,ADHESIVE in adhesive kit.Adhesive shelf life is six months. Step 1 Step I Mix unused tubes of catalyst and any unused adhesive Make sure all surfaces are dry. (as described above)to form a solid for safe disposal. Step 2. Step 2 r' Follow Adhesive Application Guidelines in Section D4. Dispose of resulting solid as a nonhazardous waste in Step 3 accordance with federal, state and local regulations. Apply adhesive to prepared surfaces on both fiberglass turbine enclosure and coupling flanges. 26 Field Installed Electrical Conduit Accessories SECTION F Fl. MANWAY RISERS The Fiberglass Manwa g y Riser provides access from a manhole box and cover. OR 2 ,day DO NOTR ENTER TANK mat }6 GASP :I,IN, of fEy rERPL0510 Y a s; y 4 to �ngthe an ay rise o1 ttl t a k a er to t tat on ts - a conf�ne�c��sjac£e ent� o opr�opMEVsa wpocedur„e ♦ Since the riser bottom is open,the manway riser will fill with water as water surrounds it on the outside. ♦ Traffic areas require a reinforced concrete traffic pad. ♦ The riser must be installed with a minimum 6"of clear- ance from the top of the tank. ♦ The bottom of the riser should be supported with wood pieces measuring a minimum 2"x 4"x 40". ♦ Contact Tank Technical Support for more detailed in- structions. 27 12/16/2004 08:27 18603640690 GRJH '12/15r2004 14:24 PAGE 04 s V y I ` :Pennit Number Envelope Compliance Certificate Checked BY/Date New York State Energy Conservation Construction Code COMcheck-EZ Soflwarc Wnion 2.5 Release I a Data filename:P:ICDMcheckU330723.eck Section 1: Project information Project Name- GRJH,1'NC. DmiytttorlContractor: Ronald L.Sutton `. Allied Design A&E Group,P.C. Document Author. Telephone- Date; Section 2: General Information Building Location(for weather dasa): Warren,New York climate Zone: I5 Heating Degree:flays('bade 65 degrees 9: . 7635 Cooring Degree Days(base 65 degrees F): 366 Project Type: New conittuction eui(cjing Pype I a Aree. Grocery Store 2520 Section 3: Requirements Cheeklist Bldg. Dept- I U,ke l air Leakage,Component Cer illotion,and'Vaper Retarder RegWremems [ ) I i. All joints and penairatrans are caulked,gaskeitrd,weather-Mppal,or atberwise.sealed. ( J 2, Windows,doors,and styli bts certified a9.meedrig It4kage requirements. ( 1 3. Component R values&U-factors labeled as certified. ( a. fireplaces instal(edwith'(i&ftthignon-combustible fireplace doors. j I 5. Dampers ttttegral to the building envelope are equipped with motwl2rd dampoM C 1 I 6. Cargo doors and loading dock doors are weather sealed, 7, Recessed Ughfing fixtures am sealed or gasketed. I I I S. Vopor retarder installed. J FAA 12/16/2004 08:27 18603640690 GRJH 12�ib/�4 1a:Gk oKxtivoo i r ! tJ1lJ�J1V�C.. PAGE 05 Ctimatc-SpcciGr Requirements Cross Cavity Cont. Proposed Budget CnninnoRnt Namo/Ots-cripcion area &Vft &-Vntue U-Egetor Q-Factor Roof I:All-Wood JwsdRa!'ter/Tniss 2520 39.0 0.0 0,028 0.051 Exterior Wall I:Wood Frame,Apy Spacing 2244 19,0 0.0 0.069 0.074 Window 1:Metal warn%Double Pant,Clear,SHOC 0,68 175 --- -- 0.480 0.520 Door 1:Glass,Clear,8110C 0,27 42 --- •0,480 0,520 Floor 1,UnDealed Slab-On-Gracie,14nr➢zontat 4 R_ 204 -- 11.0 _.. --- 1 (a)Budget U-famors:ire u.wd fur softwure baseline calculations ONLY,agd are not uode requirement's." Envelope PASSES; Design 8%better than cede Section 4: Compliance Statement The proposed envulape deS,il;ts represented in this documcni is CoDsistont With the building plans,specifications imd other calculations submitted with this permit application. Tlte proposed envelope system leas bete designed to meet the New Y&k-5tatts Energy Conservation Catssttuction Code requirements io COK-heck-LZ Version 2.5 Releflse 1 a and to comply with the mamiatoty requireements,its the Requrements Checklist. When a Registered l3esign Plafessional h3s stamped and signed this page,they art infesting that to the best ofhialhar knowledge,belit:f,ants professional judgmau, s or specific io 9 are in cotnpliance with%is Code. L i3 L Principal Envelope Designer-Nance signature . �,.IjWpate - tQy. 12/16/2004 08:27 18603640690 GRJH PAGE 01 ,y GRJH , INC . P . O . BOX 728 25 MITCHELLTOWN ROAD SMARON , CT 06069 FACSIMILE TRANSMITTAL.SHEET TO: FR011t: V 1 COMPANY; DATE: - FAX NUMBER: TOTAL NO.Or,PAGES INC.LUPING.COVER: PHONE NUMBER; BENDER'S REPPRENC9 NUMBER; RP.: YOUR REPERENCF NUMBER: ❑URGENT ❑FOP,REViEW ❑PL.F,ASE COMMENT ❑PLEASE REPJ Y ❑PLEASE;RFrYCLE NOTES/COMMENTS: f� K 4,c V'z LA y ` fV/ 0n ✓ c 7—�, e,) V7 This mensagc is intended only for the use of the individual or entity to whieb it is addressed and may cormin information that is privileged,confidential and exempt from disclosure under applicable law. if the reader of this message is not the.intended recipient or the employee or agent responsible for delivering the message to the intended recipient.You arc hereby notified that any dissemination,distribution at copying of this communicsttinn is strictly prohibited. If you have recoivcd this communication in error,please notify us immediately by tolephone and return the original toessstge to us at the above address via U.S.Postal Service..Thank You, PO BOX 728, SHARON, CT o6069 PHONE: 860-364-5430 FAX: 860-364-069n 12/16/2004 08:27 18603640690 GRJH PAGE 03 L j I I O 9 L �^r,7 •�;, 'a ti4�1A hi('�ix.^.a' q.,:n�7 �i__i':F 'fir ••�,, ►i7_k7T "Mmp/CZ/7i 12/16/2004 08:27 18603640690 GRJH PAGE 02 aa'1,J/GVw 1 L ---- Wtft MONTON HOME CN 4mor 44IMt W"° J O O BUILDINGS, INC C ��° WTIE+ 252 W.Adamu,P.O. Box 399 11 Menon,1111"01E 61550-0399 Wnt•awn ors Cm SdaTo GRJIi Znc Phone 4-5 31 Date 12-15--04 AREA OODa 44ddra"� >>Road �aa s Mit:c 1tox . Snaren.�� 06069 Sodaoolaunant 1 gnEEr.PA,NO,now CrTV QTATE z1e coDP, DNt1Ier To — photm, 1.1 a —1 A r3I ci S.T1 A"A Cane Adarala z 11 6-1 Caugb[IY 91PEE7,AD,PAl BOXGTr 6rATF ZIP CODE DhOalrerra ro joh 511a: gtT13 PRt:PgrrliD DATE �Prac>L Oturspr DA7T — BID JOB Yes/Ne f0aaLe tNM PREVAILING WAGE Yee/Ns (CIRCLE Gaga:) StALCING USE-Chan USE—Changet agder CLASS NO NI RIB STEEL PANEL I1=,PAINT TYPE k COLOR INUILDING SPI[CIVICATION tail dlmm sionm peraln.n AovF sIDFJENO SODEIDDop OvEIR4MAD WAINSCOT CITY. SrYLIE MOUTH HF:IORT LIMTH TRUM SPACING PAINT CCILOR C1iRNCE OR17 ,R v w r ` end wall p lete %yejUqm oV QRDBF, dated 10-06-04 wa I br n of 3' de�p section to include t Contract Price vfrctudlntt eubsequerrt eheVar orders No Cbaxcte- ao�rn PayMnl(CHECK :— ) 5 will be 6 Dellvvry Payment?due upon delivery of materWa, priCe It h%l�nntrract t "rem Payment due upon eshodula at 10A to not mcr. S R Dal Pas enettl I6 to be paid to Bron Dom IeliDn of this Contract, A LEA12 SOURCE — NO. r e f ftolmdtafSm,wmm".rsafd8en d tgmemegf d MY lli+tr er Beano aAma.wr ote/f Aa bFttir^®trport F�{7aon AR hie,tmtr+�h=lv"tQO R m!F{gOHlnq+�,R Ii f>rfO�Frtuod dY Ih DaM1ii FTMfDFa mrr Ao 1pmt a.p ow*fNm at Arts wmrw mfp Ofm fmanemf mbMr of N,p RarcRrr".4m nfn}oaF to macmPRfc4 q Soo tdbia.,M.noim trllem a!r,ww&Wbngrlrep f� nun t+tir to Nf9f eoeeptbnea ee f+.eslp�dde eodmner Vjrfl 0 atOWTOLar"tt W"t�q �nt+ce the i ev c mpmy UaftM amour"our M�arav tmhlolfuro For W1 roeW 10 cwty 11�mrhmmmkee on am pggw*or emmAwM m vtjopp nete,ubm me wv INI t"o d mk aeea+�r-h b e be Reran mar ev rdanr mree b 00" ddAry 919fm e+nrtaFpfoef+®I mrtT reaemNDle 11m+.ar,meb,.PLIW,fd grar Ifrm„Nfem mrelaFF s$r ti 6forana or Morton 66F9a40,toe.unrh mfe,a+Mlen la m"leml♦ro MMA+W h'" j.em.owner fan oomWr buwft Om a m7mcd fnj aeraSO w eom pfkv d am tnAdrq and gWep pin m 1fAl it oa6PUM Rpm M Draw Eam10 ao"D*M or ma I'm",nnal porn""s trig rim d ►fu.IefIC6 H ngalfea tl d low Ww mw ftn Mort r WrAngk Kea m�Rpf4Y��M R►I�MS1nfCSEfF b rA M1Qtlp�DC,2"ow h aafN Nbor o5 sup"AlmR ta fa"Md lM twf&i vdi be bnegwafea in r�0 wen d caret!of a. Mmfoq s+"n.-arc.apaI'm mrtare0 o i r21C Da.sans+ow�Aom mrafae eem IMo arm d 04un 69%avmmF rater or thn mow-rato afo-W In em flRiQ ft slate at F0, *r "•,kr-w k Ira,aN aw fmm3dwblo amow at a wff era amml s►aa Ins dso to vifto ft lam*of NO oannoet. Tno tram!4oacrlbad on lhla Fwm U,end on any e¢aompanytng Form 1,mm,with Serhl numbers_ ,Form 56, And Form 163,Fa(m 3 eonstllute our apttemen!In Ila entirety.Addillons anfar charf282 1011"le MmemRnt must be In triunes with nDcw"gry Charges and credits slated.waming Forms 1 and Wlerr&AIV No. t apply. -- Owner's Int"als BANK Ths aenderelgnoA ne►eay Vtfarrbnta and rapreeanta Tt+ ! el►o 1af thra nor of record of 11Ve premise®upon Which Net building to la ifs erect®d. owner's SIgnatum x k e to Marton WOW.Im') NOTE: YO THE BUYER, MAY CANCEL T1416 TRANSAMN AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSiNISSS DAV AFMR THE OATS OP THIS TRANSACTION, SEETHE (ATTACHED NOTICE FOAM 1A VI)i OF CANCELLATION FORM FOR AN EXPLANATION OF THUS RIGHT- n wont r►..,n.,a,.aM:,.we #A. Lighting Application Worksheet. ILT <: t 7 ' 1 f1 A' T . New. V orx M E ate nergy (on�servation.,Construction Code COMcheck-EZ Software,Version 2.4 Release 2 Section li Allowed Lighting Power Calculation A'_ B C D Total Floor Allowed` Allowed 'Area Watts Watts Building Type (ft2) (watts/ft2) (B x C) Grocery Store _ 2400 1.9 4560 Total Allowed Watts 4560'. Section,2:Actual Lighting Power Calculation A B. C D E F ,Fixture Fixture Description i Lamps/ #of Fixture. IU Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E 24".TFR 'CEILINGJ 24"T8U 32W/Electronic 2 38 67 2546 2 EXIT/incandescent 100W .1 2 100 200 : :3 BATHROOM/Quad 2-pin 26W./Magnetic 1 2 100 200 Total Actual Watts= 2946 Section 3: Compliance Calculation "If tkTotal Allowed.Wc tts.minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts 4560 Total Actual Watts= ; 2946 Project Compliance= 1614 Ugh ting PASSES: Design 35%better than code '2Rt1E�SSION41 ` .®® ate Permit Number Mechanical Compliance Certificate `. checked By/Date New York'State Energy Conservation Construction Code COW:eck--EZ Software Version 2.4 Release 2 Data'filenarne:C:\Program Files\Check\COMcheek-EZ\AVIATION ROAD.cck Section 1: Project Information Project Name: SUNOCO MART Designer/Contractor: MORTON/STAR Document Author: ARLEN ASSOCIATES Section 2: General Information Building Location(for-weather data): Warren,New'York Climate Zone.,:, . ' '. 15 Heating Degree Days(base 65 degrees F): 7635. .Cooling Degree Days(base 65 degrees F): . 366 Prod esaiptiori.(check one): _'New Construction Addition- _Alteration Unconditioned Shell(File Affidavit)" _. f. . w G c m r®r ®m® • u, Section 3: Mechanical Systems List Qpantity System Type&Description 1'' HVAC System 1: Heating:Duct Furnace,Electric,Heating Capacity Unknown I Cooling:Rooftop Package Unit, Capacity>=-90-.<135 kBtu/h,Air-Cooled Condenser I Single Zone 1 Water Heating 1: Service Water Heater. Section 4: Requirements Checklist Bldg. .'Dept. ; Use _. J J `'.Requirements Specific To:HVAC System 1 [ ] I 1. Equipment minimum efficiency:. J _ Rooftop Package Unit: 10.3 EER [ ] 1 2. Integrated air economizer required [ ] I .3. Motorized,automatic shutoff dampers required'on exhaust and outdoor air supply openings J -Exception: Gravity dampers acceptable in:buildings<3 stories J' Exception: Gravity-dampers acceptable in systems with outside or exhaust air flow rates J. less than 300 cfni where darhpers are interlocked with fan Requirements Specific To:Water Heating 1 [ ] I 1. Heat traps in inlet/oudet fittings 2•`A/24n.insulation on 8 ft of inlet/outlet piping-if no integral heat traps i Generic Requirements: Must•be met by'all systems to which,the requirement is applicable - [ ] I 1: .Load calculations per 1997 ASHRAE Fundamentals [ ] J 2.,'Plant equipment and system.capacity no greater-than needed to meet•loads 1 -Exception: Standby equipment automatically off when primary system is operating J , 7 Exception:Multiple units'controlled to sequence operation as a function of load 'Minimum one temperature control device per system [ ] J 4. Minimum one humidity control device per installed humidification/dehumidification system. [ ] I 5. Thermostatic controls has.5 deg.F deadband I- Exception:Thermostats requiring manual.changeover between heating and cooling 6. .Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, ]07hour backup J -Exception: Continuously operating zones ( =Exception: 2 kW demand or less, submit calculations [ ] 1 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] i 8. .Outside-air source for ventilation; system capable of reducing OSA to'required minimum [ ] J 9. R-5 supply and return air duct insulation in unconditioned spaces J R4 supply and return air duct insulation outside the building J R-8 insulation'between ducts and the building exterior when ducts are part of a building assembly a• ��EESSIONq�" 0. 0o yE 0 p p G9 O Exception:Ducts located within equipment Exception:'Ducts.with interior and exterior temperature difference not exceeding 15 deg.F., 10. Ducts sealed-longitudinal sdams,on rigidducts;transverse seams on all ducts; : UL 181A or 181B tapes and mastics [ J. I 11. . Mechanical fasteners and sealants used to connect ducts and air distribution.Nuipment [ , j I 12. . Operation and maintenance manual,provided to building,owner [, ] .I 13...:. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State 114. : Newly'purchased service water heating equipment meets the efficiency requirements . 15.`r;. Water heater temperature controls: 110'deg.F for dwelling units or 90,deg.F I for other occupancies 16, .Stair-and elevator shaft vents are equipped with motorized dampers 17.`_;.Exhaust air.heat recovery-iricluded for systems 5,000 efm or greater with I..:: -,more than 70%outside air fraction or specifically exempted- A... Kitchen hoods>5,000 efm provided with'S0%makeup air that is uncooled and heated to,, I no more than 60 deg.F unless specifically exempted ] I , 19. Buildings with fume hood systems must have variable air volume hood design, . I, ' exhaust heat recovery,or seprate makeup airsupply meeting the following: _ ;a)75%makeup air quantity,and/or , b)within'2°F of room temperature and/or c).,no humidification ,. d)no simultaneous heating and cooling Section 5:_Compliance Statement The proposed mecha ical,design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in:COMc1wck--EZ Version 2.4 Release 2: The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,. . system balancing,etc.;have been performed and the system is operating,as designed. The design professional shall retain. copies of the test reportsldbe provided to the code enforcement official,if requested.When a Registered Design . Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications.are incompliance with this Code. Principal Mechanical Designer-Name . Signatur Date . a' OKI sty c�,f, V w x a /`#f THE S� r „� � 6. 76- 7 41 4 1/2 W/',1 zDEEts, j I { I I J�•�' W/' TEE STANDARI { 2 - { A * p• NO S4 i. W/ STANDAF n. I" 30••� 30„0 A 30"o 30 0 30 a. i °' qw2 r i 30 S5 I 5 a �: o "8"T �vz� /0 9 %�o 18. k, o!�co A's �� 18 0 p nc � f. 5 O _ 80. \ sO. Zvi 101 L4, rr .. "CID. Vsv i3. - � k _ _-- -- lcl ass 8 o Q7k p I " BCZ 30 I 3 ; S.4' o c 30.0 0 2-� `.EY _ K aw/ 247 B u S5 t_ a 2 �O F.VE � - .1 2- '59r-9• �+�� }W/ 24 1 2' 44 1/2 4 1 2 - 29.-10 1/2. 4 -- - v*077J-P* 'r Q P TABLE 502.2.3.1(1) RESIDENTIAL—COMPONENT PERFORMANCE APPROACH TABLE 502.2.3.1(1) WALL ASSEMBLIES (Uw selected shall not exceed the Uo determined by Section 502.2.3.1 for any wall section) WALL DETAILSZ Typical schedules: Typical interior finish— Typical exterior finish- 1.Gypsum wallboard 1.Stucco TYPE AND 2.Lath and plaster 2.Wood or plywood siding SPACING OF R-VALUE OF p P Y g FRAMING CAVITY R-VALUE OF 3.0.375"minimum wood paneling 3.Brick veneer (nominal) INSULATION SHEATHING u b 4"Studs 11 non-insul 0.085 @ 16"o.c. 13 non-insul 0.076 13 3 0.064 WOOD STUD CONSTRUCTION 13 5 0.056 13 7 0.051 15 non-insul 0.070 INTERIOR FINISH EXTERIOR FINISH 15 3 0.059 15 5 0.053 INSULATION SHEATHING 15 7 0.048 6"Studs 19 non-insul 0.058 @ 16"o.c. ]9 3 0.050 19 5 0.046 19 7 0.041 21 non-insul 0.052 21 3 0.046 V K : /�6 21 5 0.042 flJ{�s( 7� z Z r (/ 21 7 0.038 6"Studs 21 non-insul 0.050 @ 24"o.c. 4"Studs 11 non-insul 0.14 STEEL STUD CONSTRUCTION @ 16"o.c. 13 non-insul 0.13 INTERIOR FINISH EXTERIOR FINISH 6"Studs 19 non-insul 0.11 @ 16"o.c. 4"Studs I non-insul 0.12 @ 24"o.c. INSULATION SHEATHING 13 non-insul 0.11 6 Studs @ 24"o.c. 19 non-insul 0.10 For SI: I inch=25.4 mm. a.Details shown are for insulation and are not complete construction details. b.U,y calculated based on the ASHRAE Handbook of Fundamentals. a 30 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE TRUSS IN t SADDLE FF2000 HI-=RIB STEEL 2%4" PURLINS: O'23 O.C: " (N0. 2 SPF) LAMINATED:; COLUMN INSULATION STOP/ 12 AIR DEFLECTOR 6' 2"x4", BEV. PURLIN., —Z (2) 1/2"x5 1/2", M BOLTS & . (8)..20d'`.R:S. NAILS FILLER',STRIP 2".x6";,:'BEV. FASCIA;: 5"-O.G: GUTTERS' 42'. S.C. TRUSS #144 &• .1"46 FASCIA TRIM SOFFIT 2"x4" STRIPPING. @ 16" O:C. HI RIB/SOFFIT" CAP R-38 BLOWN--IN INSULATION -4 MIL VAPOR .RETARDER ,.2%6°',OVERHANG NAILER . 2"x6" TOP NAILER ,... .. - _ LE 0I)ITIONAL ;6"";:_FIBERGLASS INSULATION 'ASTENED TO: STRIPPING O 11' A.F.F. NOTE: GLASS FIBER INSULATION 1/2 . GYPSUM WALLBOARD, OR OTHER INTERIOR FINISH UTILIZED:AS' FIRE `BLOCK� . AS •ALLOWED IN IBC SECTION .71.6:2;1 . �21 2"x4" STRIPPING ® 16" O.C. n (2) ROWS 2n x4 NAILERS �Z, 2100f MSR SPF .3-_2"x6" LAMINATED. COLUMN Hi-RIB, STEEL (KYNAR) '' 1 1./2"x1 1/2" VERTICAL BLOCKING AT COLUMN- LOCATION' 6";'BLANKET: INSULATION W/ 7#167 TRANSITION. TRIM 4,,MIL. VAPOR RETARDER, 2"x6" NOTCHED NAILER ' HI=RIB STEEL WAINSCOT:(KYNAR) O"` 7/16" OSB PROTECTIVE•,-LINER T T#167 BASE TRIM GRADE TO HEEL (1) ROW 2"4' TREATED. SPLASHBOARD . 2"x4 NON-TREATED 'BASEBOARD T##162 .CONCRETE STOP 4" CONCRETE FLOOR 4' WIDE R-11 PERIMETER IN§ULAT10N♦.=; • �+ 81M BASE ANGLES; , FINISH•-GRADE -4" MINIMUM COMPACTED- GRANULAR �BASE.,�Ilk�: . :.. , 2"x6 TREATED BOTTOM -PLATE- CONCRETE FLOOR NOTES 1. 3500 PSI, 5 1/2 BAG MIX CONCRETE.. . r/ ��_On:, 2. REINFORCING: 6x6-tOx10 WWM. 3. SLOPE GRADE AWAY FROM BUILDING O'1 PER FOOT FOR A MINIMUM DISTANCE OF 10''PLUS OVERHANG WIDTH. 4.) WHEN A VAPOR RETARDER IS PROVIDED, PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON Tfw nF A MINIMUM 4' COMPACTED GRANULAR BASE ,6�- FILLER -STRIP `2"x6,"" BEV,.-FASCIA" 5" O.G GUTTERS 42' S.C. TRUSS HI--RIB STEEL, or KYNAR 2""x4" NAILER <i'#11 TRIM - T#194 TRIM SOFFIT SOFFIT 'F':'.CAP 2"x6 .OVERHANG NAILER ye Q.by Z r � 'All DRYVIT FINISH , ; 1" INSULATION 80ARD"W/ MESHla - /16" .OSB :SHEATHING W% Soo BUILDING WRAP L �, 47' 2"x4"",NAILERS .0,16"."O.C. F 2100f MSR SPF 000000 2"x10"" NAILER 3 ti;K• „ NO VA SCREWS " - TRANSITION TRIM 2''x4" NAILER 28Q LEDGE SUPPORT_ NOVA BRIC T. ... 1/2"x5", TR. "PLYWOOD STRIP :..' 27Q.`BASE": SUPPORT" . � 1 FINISH GRADE" i (2)" LAYERS OF 1 1/2"'WIDE x; 6",TALL t STYROFOAM"INSUL'ATION 2"x6" TREATED FACEBOARD NOTE: THIS SECTION IS "'THE SAME' AS. " MVrPPT FOR THE T#16 GABLE TRIM FF2000 HI—RIB STEEL ' 2"x6" FASCIA T#194 FASCIA TRIM 2"x4" PURLINS ® 23" O.C. SOFFIT (NO. 2 SPF) .SOFFIT/ HI—RIB CAP 42' END TRUSS 2"x6" UPRIGHT KYNAR HI—RIB STEEL SEE EYEBROW DETAIL RIGHT oof f KtrY 6).0 "77— GRADE TO BOTTOM OF FRAME i .F i f � .fit' •y'..1..1.V♦.. •Y .).j r. FINISH GRADE V v S5p` S5 8"oe lb �N M 18"0 -- . I O e 18 o I I I 18"0 -- I �= N p O I (CALLE 18 COLUMN PLAN LEGEND 2'-0" EYEBROW OVERHANGS W/ 24" DEEP FASCIA (TYP. EA. END) o _ 3-2"x6" LAMINATED_ COLUMN LOCATIONS I 2'-0" VENTED SIDEWALL OVERHANGS V = 81M BASE ANGLE LOCATIONS 4 /z. 59'_g- W/ 24" DEEP FASCIA — 5'-0" OCTAGON CUPOLA W/LOUVERS & M WEATHERVANE 18"gyp— V THICK READI—MIX CONCRETE PAD. UM OF 8" READI—MIX PLACE A MINIM -- �_g" T-41/2" CONCRETE AROUND COLUMNS WHEN SETTING. 30"0- 12" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 10" READI-MIX 2'.,;> 8' 1• 4' CONCRETE AROUND COLUMNS WHEN : SCALE.` SETTING: : -....ti_:.,_ . _.. a i..t..•.:.rruwe '.: s-'i..-.-..'._ -_= vJ -.' 1 iF'^' '.'.'Tw'f-dTam'td tnvtY ^u.'S1+3"x.�^F,vTvnr'.e.._e.... CpLU:MN: WALL r GYPSUM BOARD: FASTENING :DETAIL (NON RATED WALL ASSEMBLY) ` 2..x4"- STRIPPING 016p O.C. ' 4 1/2'" GYPSUM .WALLBOARD r VERTICAL;,- LAMINATED 1 x 1 BLOCKING COLUMN : ._ ... BETWEEN NAILE RS.,AT COLUMN LOCATIONS INSIDE \ 2"x4",'NAILERS OUTSIDE: l (ZZ COLUMN WALL G ' FASTENING YPSUM ` BOARD (NON RATED WALL ASSEMBLY) E TA I L� r,x ` D ' T N T q . v r F ' NOTE• .:� i *'•IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS INC OR MORTON BUILDINGS S1jA('(1NTRerTn0c RESIDENTIAL--COMPONENT PERFORMANCE APPROACH TABLE 502.2.3.2-TABLE 502.2.3.3 TABLE 502.2.3.2 ROOF/CEILING ASSEMBLIES (Ur selected shall not exceed the value specified in Section 502.2.3.2) ROOF DETAILSa,b Typical interior finish schedule: 1.Gypsum wallboard R-VALUE OF 2.Lath&plaster INSULATIONb Ur Ro 19 0.05 20.00 22 0.04 25.00 CEILINGJOIST INSULATION 30 0.03 33.33 RAFTERS CEILING FINISH (SEE SCHEDULE ABOVE) 38 0.025 40.00 AIR SPACE AND BUILT-UP ROOF 19 0.05 20.00 VENTILATION DESIRABLE ` -SHEATHING 22 0.04 25.00 30 0.03 33.33 CEILING FINISH INSULATION (SEE SCHEDULE ABOVE) 38 0.025 40.00 CEILING JOIST OR RAFTERS CATHEORAL-TYPE CEILING Wood decking BUILTd1P ROOF 9 0.08 12.50 RIGID INSULATION Plywood 10 0.08 12.50 19 0.05 20.00 WOOD OR PLYWOOD SHEATHING 30 0.03 33.33 BEAM a.Details shown are for insulation and are not complete construction details. b.Skylights not exceeding one percent of the roof are permitted. c.Insulation installed between joints. TABLE 502.2.3.3 FLOOR ASSEMBLIES (Ur selected shall not exceed the UD specified in Section 502.2.3.3) R-VALUE OF FLOOR DETAILSa INSULATION Ur Ro lGUATICN "4100R No insulation 0.32 3.13 7 0.11 9.09 11 0.08 12.50 owDER 19 0.05 20.00 a.Details shown are for insulation and are not complete construction details. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 33 Apr 22 04 01:21 p Brian D. Starer (8021468-8922 p' 2 , Star Construction - Underground Storage Tank Removal and Installation Excavating and Remediation SYslPms 493 North Rd. 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