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2015-074 .01" TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20150074 Date Issued: Monday, June 22, 2015 This is to certify that work requested to be done as shown by Permit Number P20150074 has been completed. Location: WARREN St Tax Map Number: 523400-310-007-0001-001-000-0000 Owner: GF LEHIGH CEMENT CO. Applicant: GF LEHIGH CEMENT CO. This structure may be occupied as a: Commercial /Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property r:D. J 4 owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code nforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY *Iwo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150074 Application Number: A20150074 Tax Map No: 523400-310-007-0001-001-000-0000 Permission is hereby granted to: GF LEHIGH CEMENT CO. For property located at: WARREN St 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. Type of Construction Value Owner Address: GF LEHIGH CEMENT CO. Commercial/Industrial $150,000.00 HANSON PIPE & PRODUCTS Total Value C/O MARVIN F. POER& COMPAN $150,000.00 PO BOX 52427 ATLANTA GA 30355-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-074 Lehigh Cement Company Electrical Monitoring Bldg. 240 s.f. $55.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, April 17, 2016 (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.) �d Dated at the To of Q nsb ;4 ; / - nIl 17, 2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use 0 y DATE ' C I R ei�tl 2 i Tax Map I -1-1 TAX MAP ID 71 b,1- 1 r In APR019it Np 1/0‘5- Permit Fie c-e> Pd ZONING TOWN OF QU MP ARA BUILDING SGS Plan# HISTORIC SITE Yes No Subdivision # SUBDIVISION NAME Lot# TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. L �/f/' hL Cf-- Al 7 / � t 474--( APPLICANT OWNER l� � ADDRESS bt/4�4R,44/ v 5/' ADDRESS PHONE/E-MAIL /{ PHONE/E-MAIL f�/ CONTRACTOR O /�/� �l=T��/' / / COST OF CONSTRUCTION(ESTIMATED)$ / -SD opt) ADDRESS: BUILDING ADDRESS: (--4 M C1'174-41 7— PHONE/E-MAIL > cr!` CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: l/)4 ✓iE NE PHONE 7,3->!T�' hi 44 4,24,F,(io (iCl 60' /s TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Single Family Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage (# of ) Other1roc- C 2 C iCl o� 2410 SE. 44(k I1vP� &` 1 Town of Queensbury Building Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building or addition ,EL<crtij c. /11.0M7 l(1& AX Source of heat (circle one) Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? Are there easements on the property? Site Information a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction Yes No d. Public water or Private well e. Sewer or Private Septic System Value of all work to be performed (labor or materials) $ 1;5-4)Uel DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement/ description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. 1 / �/ I have read and agree to the above: PRINT NAME: /2 N� brf�[f-.DATE [//AS-- SIGNATURE: „lII'� j DATE /l4S— "Forowir sow •-po pr FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 IIS _ Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: 1-.E IA16\-\ C.E t•-)\ Et)\ Inspected on: —%A Location: l5,) Arrive: p� Permit No.: 1 5- - L\ Inspector's Initials: _ I" COMMENTS Y N NA Chimney/"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles I Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour 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 1/2 doors > 10%> 1000 sq.ft. '/<Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded _ Site Plan I 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 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wideD [2'�� 0 ` Special Inspections/Engineer or Architect Approval t//- Okay To Issue Temporary or Permanent CIO Okay To Issue C/C • Commercial Final Inspection_11 27 12 HAANEN UMu NEERu NG, LLP June 22, 2015 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: John O'Brien Code Enforcement Official Re: Lehigh Electrical Building Installation; Project Completion Gentlemen: The above project has been completed in conformance with the stamped and signed construction drawings and specifications. Please contact the undersigned with questions. Very truly yours, HAANEN ENGINEERING, LLP Daniel A. De Nero, P. E. Principal 254 BAY ROAD, QUEENSBURY, N.Y. 12804 TEL: (518)-793-7444 • FAX: (518)-793-7061 • E-MAIL: hjh@hjhllc.com Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: � \r:7) • Name: L d.r 1h .XYlx.iir Inspected on: IQ Fe3 Location: ` O.,Y Yp \'-. Arrive: `1011APPa. Permit No.: Inspector's Initials: COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location td J rzjW Plumbing Vent Through Roof 6"I Roof Complete / Exterior Finish/Grade Complete 6"in 10'or Equivalent ✓ 252- -'rL.t 12— Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch-38 inch/Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re! e r :hove Grade Floor Bathroom Watertight agigilip hQk:�r� Relief Valve, Heat Trap 1 Water Temperature 110 Degrees Maximum Boiler I Furnace Enclosure 1 hour 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 1/2 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.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 Signage/Shaft Sealed _ Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File l� Building Number or Tenant Address on Building or Driveway 4" J'C .CAM__Nt bJ iccs-IC Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval 1��V�� { )_,/l Okay To Issue Temporary or Permanent C/O t� r J p" Okay To Issue C/C Commercial Final Inspection_11 27 12 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req - :.: I Queensbury Building&Code Enforcement Arrive: 2"--00 ai pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia A' /- NAME: NAME: 4-\\ L P:' IT#: 1 --( -714 LOCATION: 0�E_ eft S2_42 AT :PECT ON: —ZT1— TYPE OF STRUCTURE: Comments Y N N/A Footings Piers F°6\ om-C-9) Monolithic Slab Reinforcement in Place L.67Q sO \D I 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 .y FIE HAANEN ENG1NEER1NG, LLP April 27, 2015 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: John O'Brien Code Enforcement Official Re: Lehigh Electrical Building Installation; Special Inspection Gentlemen: Haanen Engineering (Dan De Nero) completed the structural special inspection for the above referenced project prior to placement of concrete on Friday morning, April 24, 2015. Foundation insulation was in place, edge haunches were constructed with proper reinforcing steel and welded wire fabric reinforcing was in place—all as per the foundation drawings. The foundation pad for the Lehigh electrical building foundation was constructed as per the stamped and signed construction drawings. Please contact the undersigned with questions. Very truly yours, HAANEN ENGINEERING, LLP Daniel A. De Nero, P. E. Principal 254 BAY ROAD, QUEENSBURY, N.Y. 12804 TEL: (518)-793-7444 • FAX: (518)-793-7061 • E-MAIL: hjh@hjhllc.com r Foundation Inspection Report Office No. (518)761-8256 Date Ins.ection - - - ,iv:.: Queensbury Building&Code Enforcement Arrive:`': INW Depart:ay- l'r. . 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: 1-" I' CO - ' RMIT#: 1 II' ^' LOCATION: �' ` Vv. or INSPECT ON: 4i )ZQiS TYPE OF STRUCTURE: LA CAI)VO,14 _ Irj , Z— \ ,k\ � Comments .� \....._ c...:\_ ., ,,1\.. . Y N N/A ,00tings 'Piers 4\/ 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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 91/VC/Cast/Copper 7 Foundation Insulation exterior N J l Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 ® of s- -W-w PO*M CORP. a IOOD •y ADXW j y e- T,Q E� 'TEXACO" 40.0' 'I' r ° OUILDINO CNA LAW 0. 656 ,►� �'� � t� � � W,gRRFN S • H��N �� L� Q STREET Ny• A U It U J DIRT P log � 32 q�yod U gt 50 c� DIRT ACCESS ROAD SAGOO "d Maim h jn9SNAAn6 jo illi O.I X01 60 :dlVi I - Te%• 518-792-11,37 Fox.• 518-745-1604 ' Tit/e - GLENS 'FALLS CEMENT PLANT: SITE 'PLOT PLAN NORTH OF HUDSON RIVER Date SCO/e Equip. Location 8/8/01 1 " 60' GFCC SITE Dwn by Fi/e Name Dwg. No. Rev. DOROSKI ZGFCCO01 Z GFCC 001 N M E I I I SIL --- ------:i- --- --- -- - --- ----- ----: ----- ---- -- TOWN OF QUEENSSURY j I BUILDING DEPARTMENT Basad on our limited examination, compliance y� with our comments shall not be construed as�> HE! ±,2•-D" indicating the plans and specifications are in full compliance with the Building Codes of New York State. �, r j I 13 -i-------- ;I:—i-----------i------- TOWN OF-----� i;'-------- i --- BUILDING �y PUCE I I I I I BUILDING & C D e O No. 61241 Reviewed By: OF - ssk F-114'-5" ±14'-5" ±14'-5" Dat: 117'-0" ±17'-D" ESP BASE PLATE PLAN (EL.O'0") LEHIGH CEMENT COMPANY LLC ESP ELE NOTICE LEVER HANDLES REQUIRED _ 28'-0" CONCRETE PAD , ON ALL PASSAGE DOORS i 9" 24'-0" ELECTRICAL ENCLOSURE 3'-9" — C" O WHETHER INTERIOR OR 0 Nr ER ------ EXTERIOR DOORSN -------------- 11'- 6. � CONCRETE ) I PAD � I II I I C I I I 10-0' I ELECTRICAL h l I � I m ENCLOSURE Ii TOWN OWO E _ EENLCECLOTRSIUCRAEL I _____ ___ __________ __ _ ____i i d - RY 4W 0 IRE MARSHAUSSOFFICE — I I I I 1�EVIE-1EI� Yi as �- 0 DATE, �'J �__ 2'-6" 5'-0' -{ 11'-9" -1 JJ COMMENTS-- ��- � � ��-� t c L) r—------- I i j I L E JAW I I I I � I I 1910' ALL EGRESS DQ(DR A)VIAARE SHALL COMPLY WITH CtvAyrER '10 OF THE FIRE CODE OF NYS. Nara: THE USE OF A KEY OFIFR rE) OR THUMB TURN DEVICE IS NOT PERM["riEO, I I I I I I I I I I I NOTE: 1. SAW -CUT AND REMOVE EXISIING CONCRETE PAVEMENT AS REQUIRED I I I FOR NEW FOUNDATION (FIELD VERIFY EXISTING CONCRETE/PAVEMENT LOCATION ,_ . ,,,,gym,="'°`°`Y q•,^� Q8 AND QUANTITY OF CONCRETE TO BE ..:a REMOVED) I ' I 11 2. REPLACE CONCRETE PAYING IN KIND , (�4\ _—_—_ - _—_ —- _— _ -- _—_ 1NEW INSTALL /2" PRE -MOLDED JOINT FILLER BETWEEN CONCRETE PAVING AND NEW - �J j- i FOUNDATION PAD. w ay APR JI• H/� j ±101_3. A OF UEEN �� N WOES 8+JIL01 I I I SIL --- ------:i- --- --- -- - --- ----- ----: ----- ---- -- TOWN OF QUEENSSURY j I BUILDING DEPARTMENT Basad on our limited examination, compliance y� with our comments shall not be construed as�> HE! ±,2•-D" indicating the plans and specifications are in full compliance with the Building Codes of New York State. �, r j I 13 -i-------- ;I:—i-----------i------- TOWN OF-----� i;'-------- i --- BUILDING �y PUCE I I I I I BUILDING & C D e O No. 61241 Reviewed By: OF - ssk F-114'-5" ±14'-5" ±14'-5" Dat: 117'-0" ±17'-D" ESP BASE PLATE PLAN (EL.O'0") LEHIGH CEMENT COMPANY LLC ESP ELE 5 11,-6" 1O'-0" CONCRETE ELECTRICAL PAD ENCLOSURE m 28'-6" CONCRETE PAD 24'-0" ELECTRICAL ENCLOSURE 7'-4" - 7,-4. ` V , -------------------------------------------------- - ---------------------------------------- I I I ELECTRICAL ENCLOSURE I I I I I I I I 1 ---------_ I 1 I I I I 1 I I ____________i 1 .______________ _1_ I I LN I 5" � I THREADED reel T BROD" W/ "H--HY 200' A ADHESIVE BY "HILA' OR EQUIVALENT W/ 5- a ; SH.1 SH.2 ELECTRICAL BUILDING FOUNDATION PLAN EMBEDMENT (TYP.xB) SCALE: 1"=1'-O" I I ----------------- o I I 3'-0" i DOOR THRESHOLD PAD EXTENSION -------------------------------------- EARTHWORK NOTES: 1. PROTECT EXISTING STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL o MOVEMENT, UNDERMINING, WASHOUT, OR OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. c� - 2. CONTRACTOR WILL PROVIDE, OPERATE, AND MAINTAIN ALL REQUIRED DEVICES TO PREVENT SUBSURFACE OR GROUNDWATER FROM ENTERING EXCAVATION AND FLOODING PROJECT SITE r`J AND SURROUNDING AREA WATER SHALL NOT BE DISCHARGED DIRECTLY INTO ANY STORM DRAIN WITHOUT FIRST REMOVING SUSPENDED SOLIDS USING FILTERS, FILTER CLOTHS, OR 2'-6" 5'-0' HALE BAILS. 3, EXCAVATION WILL BE MONITORED PRIOR TO PLACEMENT OF CONCRETE BASE SLAB. o UNEXPECTED OCCURRENCES OF WATER RISING IN THE EXCAVATION WILL BE REMEDIED cCONCRETE NOTES: 9. CONCRETE TO BE MOIST CURED FOR NOT UbS THAN 7 DAYS UTILIZING A ONE SET (4 CYLINDERS) AT A MINIMUM FOR EACH DAYS POUR UP TO 25 PRIOR TO THE CONTINUANCE OF WORK. WETTED BURLAP. CY PLUS ONE SET FOR EACH ADDITIONAL 50 CY PLACED IN ANY ONE DAY. - 4. COMPLY WITH LOCAL CODES, 0RDIN4NCES, AND REQUIREMENTS OF AUTHORITIES HAVING IN GENERAL ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARDS, 10. NORMAL WEIGHT CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE ONE SPECIMEN TESTED AT 7 DAYS JURISDICTION TO MAINTAIN A STABLE EXCAVATION. m SPECIFICATIONS, AND RECOMMENDATIONS. STRENGTH OF 4000 PSI AT 28 DAYS WITH A MAXIMUM WATER/CEMENT MATERIALS RATIO OF .44. TWO SPECIMENS TESTED AT 28 DAYS 5. PUCE BACKFILL AND FILL TEIN LAYERS NOT MORE THAN 4 INCHES IN LOOSE `�. FORMWORK: ACI 347. DEPTH FOR MATERIAL COMPACACTEDD BY HAND OPERATED TAMPERS. t PORTLAND CEMENT: ASTM C150, TYPE I OR II. 11. MAXIMUM CONCRETE SLUMP TO BE 4'. ONE SPECIMEN RETAINED FOR FUTURE TESTING. 6. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES OF STRUCTURE TO REQUIRED w 12. READY -MIX CONCRETE: ASTM C-94. 16. COMPACT SOIL BENEATH SLAB TO 95% MAXIMUM DRY DENSITY ACCORDING TO ELEVATIONS. PLACE BACKFILL AND FILL MATERIAL UNIFORMLY ALONG THE FULL LENGTH OF c4. AGGREGATES: ASTM C-33. ASTM D1557. THE STRUCTURE. 11 13. HOT WEATHER CONCRETE: ACI 305. '., °5. REINFORCING: ASTM A615 DEFORMED OARS, GRADE 60. 17. ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/4". 7. COMPACT SOIL TO NOT LESS THAN 95 % OF MAXIMUM DRY DENSITY ACCORDING TO ASTM 14. COLD WEATHER CONCRETE: ACI 306. D - 1557. AIR ENTRAINING ADMIXTURE: ASTM C260. ALL CONCRETE TO BE AIR ENTRAINED 18. REINFORCING SHOP DRAWINGS TO BE SUBMITTED TO ENGINEER FOR REVIEW 8. STRUCTURAL FILL MATERIAL TO BE COARSE GRAVEL PR RUN, CRUSHED, NATURAL STONE 4% TO 6%. 15. CONTRACTOR TO EMPLOY A TESTING AGENCY 10 PERFORM CONCRETE TESTS AND PRIOR TO FABRICATION. FREE OF SHALE, CLAY, FRIABLE MATERIAL, SAND AND DEBRIS MEETING THE FOLLOWING TO SUBMIT TEST RESULTS AS FOLLOWS: GRADATION. ri. WATER REDUCING ADMIXTURES: ASTM C494. 19. NONMETALLIC SHRINKAGE RESISTANT GROUT: PRE -MIXED, NON-METALLIC, i PERCENT PASSING BY WEIGHT: j WATER: POTABLE. • COMPRESSIVE STRENGTH TESTS: ASTM C39. NON -CORROSIVE, NDN -STAINING PRODUCT COMPENSATING RENT SELECTED SR1CA SANDS, � � M WATER -REDUCING CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CE -CRD -C821. 1007. 50-95% 15-757. 0-10% m m mn -- 3/8"x4%4" ANCHOR PLATE FIELD WELDED TO ELECTRICAL ENCLOSURE C8xi1.5 FRAME (TYP.x8) SEE DETAIL DOUBLE DOOR THRESHOLD PAD EXTENSION V-0" 1 6" (TYP.) J1 (TYP.) 8' 1'-0' /No, 4 DOWELS 6' SUB ON GRADE AT 12' O.C.Z W/ A (1) LAYER 6x6xW2.9YW.W.M. 12" Q a 4 Q a 2'UNDRSLAB INSUUTION _ 'FOAMUW2 250' BY 6' G1�E X p - X 4 X —X X 'OWENS CORNING' OR I—III—III. O p EQUIVALENT ;I it 11 l l_,I o p a p -z=- a ____= a ° zz O -- = o O __ ___________ ----- ____ 3/8',4'x4"ANCHOR EDGE OF _ PLATE CONCRETE PAD (2) No. 5 REBAR CONT. d' COMPACTED AROUND PERIMETER STRUCTURAL FILL A SECTION SH.1 SH.2 SCALE: 3'=1'-0' \l/ ELECTRICAL ENCLOSURE ---------------------------- ----------------------1_--___ -------------------------------------------- m B SH�.2 S/H.2 0 m C8x11.5 ELECTRICAL 5' MIN. 3/8',4'x4' ANCHOR 1/R DIA. 'HAS THREADED ENCLOSURE BASE FRAME EDGE DISTANCE PLATE ROD' W/ HR-HY 200' ADHESIVE BY 'HILT]' OR C8x11.5 ELECTRICAL EMBEDMENT EQUIVALENT (tt/ 6- 1 DETAIL ENCLOSURE BASE FRAME TYP. SH.1 SH.2 SCALE: 6'=1'-0' of 1/4' 1/2' DIA. ANCHOR w v 0 c 2 CONCRETE BASE SUB a SEE TYPICAL DETAIL EM �, v o NOTES: No. 61241 ddr 1. GRIND GALVANIZING PRIOR TO WELDING, APPLY COLD�+g.�1{�� GALVANIZING COMPOUND AT COMPLETION OF WELDING m + 1 + F 0 w LEHIGH CEMENT COMPANY LLC w B SECTION ESP ELECTRICAL MONITORING BUILDING I SH.2SH.2 SCALE: 3'=1'-0' W FOUNDATION SECTIONS AND DETAILS v orawe: MRL I Checked: DAD Scale: NOTED o.1.: 02-27-15 ISSUED FOR PERMIT 04-01-15 HAANEN ENGINEERING, LLP j A ISSUED FOR REVIEW 03-02-15 254 Bay Rood (518) 793-7444 Phone 30080 F02 c_ No. Revisions Date Queensbury, NY 12604 (518) 793-7061 Fox _ _-----, 1 —TT---� r Fxs 70w LOT 1 �IAY/f -cl.li- I , CF -24034-02 I Ip 1 r t 1 I I f NFJdA4X56 i PERMANENT ®HP POWER ENTRY I1 I 1 1 + + 100A,3PH,600V i I , + 1 I I I I NOIN- FUSED I DISCONNECT + 3' O'xTxO" i ; (R WPP.FOR I ISI I I DOOR#1 1 1 � I cm 2 FRONT (SHIPPING r --JT— — — ----------------------- _ —� �___ o --- 1 I I I i i r i i I Z l I! 1 a I 1 1 of i C I a_ Z I IL I II I i i I I DaNG UFrFRS REAR NOTES: 1. SHELTER IS DESIGNED FOR A SLAB TYPE FOUNDATION. 2. EXTERIOR CLADDING TO BE 24GA PREFINISHED STEEL, COLOR - (SHASTA WHITE). 3. EXTERIOR TRIM TO BE .063 ALUMINUM, MILL FINISHED 4. SKID TO BE EPDXY PAINTED COLOR - (WHITE). 11 RIGHT LEFT NOTICE: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF SHELTER ONE AND SHOULD BE TREATED AS SUCH. NO ONE MAY COPY, REPRODUCE, TRANSMIT OR DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SHELTER ONE ORITSDESIGNATED AGENTS. Headquarters & Manufacturing 5887 Monument Drive Grants Pass, OR 97526 5411479-4622 F:541/479-5289 www.shelteri.com PROJECT INFORMATION CEM SOLUTIONS ". GLEN„FALLS" 01024105 FILENAME 24034 Glen Falls LS10249 PE.vwx DRAWN BY: DATE: JCF 12/11/14 CHECKED BY: DATE: MDB 12/11/14 APPROVED BY: DATE: DWG NO: 24034 SCALE: 1:40 TITLE: EXTERIOR ELEVATIONS SHEET REV. qrr ':7W 1 11p "I I REAR DRAWN BY: DATE: SEE A2.1 12/11/14 CHECKED BY: DATE: V � ' 12/11/14 I RE INDICATES vARTMON wnu Nfl CEILING NOTES: 1. ALL CONDUIT TO BE TYPE EMT, MINIMUM SIZE 1/2" UNLESS NOTED OTHERWISE; UPSIZING PERMITTED. 2. CONDUIT LOCATIONS INDICATED BY DASHED LINES ARE SUGGESTED AND MAY BE MODIFIED UPON APPROVAL. 3. DIRECTIONS ARE ARBITRARY FOR SHOP ORIENTATION ONLY AND DO NOT RELATE TO ACTUAL SITE DIRECTIONS, 4. INTERIOR CLADDING TO BE 24GA PREFINISHED STEEL COLOR — (SHASTA WHITE). 5. FLOORING TO BE .063 ALUMINUM DIAMOND PLATE. )NT LEFT REAR DRAWN BY: DATE: SEE A2.1 12/11/14 CHECKED BY: DATE: MDB 12/11/14 RE i )NT LEFT REAR DRAWN BY: DATE: SEE A2.1 )OR 'r OF NEEP a< NOTICE: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF SHELTER ONE AND SHOULD BE TREATED AS SUCH. NO ONE MAY COPY, REPRODUCE, TRANSMIT OR DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SHELTER ONE OR IT'S DESIGNATED AGENTS. SHELTER ONE Headquarters & Manufacturing 5887 Monument Drive Grants Pass, OR 97526 541/479-4622 F:541/479-5289 www.sheiteri.com PROJECT INFORMATION CEM SOLUTIONS "GLENFALLS" C102a4105 FILENAME 24034 Glen Falls LS10249 PE.vwx DRAWN BY: DATE: JCF 12/11/14 CHECKED BY: DATE: MDB 12/11/14 APPROVED BY: I DATE: DWG NO: 24034 SCALE: 1:50 TITLE: INTERIOR ELEVATIONS SHEET I REV, A21