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2008-105 TOWN OF QI,H,ENSBURY FGAI 742 Bay Road, ensb NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P24080105 Date Issued: Tuesday, January 12, 2010 This is to certify that work requested to be done as shown by Permit Number P20080105 has been completed. Location: 1412 STATE ROUTE 9 Tax Map Number: 523400-288-016-0001-003-000-0000 Owner: JOLLEY ASSOCIATES Applicant JOLLEY ASSOCIATES This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the {,,`F 4 property owner of the responsibility for compliance with Site Plan, 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. All TOWN OF QUEENSBURY coN 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080105 Application Number. A20080105 Tax Map No: 523400-288-016-0001-003-000-0000 Permission is hereby granted to: JOLLEY ASSOCIATES For property located at: 1412 STATE ROUTE 9 in the Town of Queens bury,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 Queens bury Zoning Ordinance. Type of Construction Value Owner Address: JOLLEY ASSOCIATES Commercial Addition $70,000.00 54 LOWER WELDEN St Total Value ST. ALBANS, VT 05478-0000 $70,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-105 FUEL CANOPY $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, March 31,2009 (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 wn o ee u /,‘ ay, March 31, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ` r OFFICE USE ONLY TAX MAP NO. = PERMIT NO. Cff-inc ea FEES: PERMI RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: ✓c Y /Ztxe-Uirl sery,GesG.e OWNER: S:a c-7a✓/i/1 S Sy ter- we/44,.. s r ADDRESS: /6 W./teat /+4ve, Se/4,,fee xttfle Al izsoy ADDRESS:RD RoX 67/, S7//487:1 r VT.41-5"YP X PHONE NOS. 5/8-Jqy-69s3/s/s-39 y-/599' PHONE NOS. gag- s 27-O//eS CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: a,//4:/Mg4/1 PHONE: 376-6y30 LOCATION OF PROPERTY: /4'/2 NY Recife 9 SUBDIVISION NAME: ii'4?. PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR 0 CC O cj ill LI.co o PROJECT O ¢ O 0 ir < O 1-2 a= o w _ Q~LL i 1- owz w 0 Q <-d cv U) OIL I Li_ a 2 ois SINGLE FAMILY TWO-FAMILY /9/ q MULTI-FAMILY(NO. ) ` , i TOWNHOUSE ( - r 'w 0 00, 81.i BUSINESS OFFICE /�' Ihir.— f }r RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER 6.idow Any. Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 T IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: Vo/% Afoc 144-. ESTIMATED CONSTRUCTION COST: : DCa oa FUEL TYPE: /1/19 HEAT TYPE? 1497/� *HOW MANY FIREPLACE(S) �A AND I OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? ,10 IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION: Au .4,7 ea,0,7 ' . 7iaz;G 6.rs Sates, ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Ye- 5 ARE THERE EASEMENTS ON PROPERTY? NO *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. 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. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 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. I have re to the above. Signed aeLl C' Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesna.queensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.queensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING&CODES APPROVAL DATE J Town of Queensbury • Community Development Office 742 Bay Road, Queensbury, NY 12804 aN05----- PROJECT NAME: T//� %ssbc ,4, �,,q ‘E .0/ OFFICE USE ONLY STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed'? E NO N /A I Energy Form or CheckMate Energy Code Compliance 1 1 2. I Forms Complete? (2-copies 3 Energy Code inspector's Report from Checkmate Program? (2-copies) 'dip..._ [Septic application completely filled out? I 4' (if applicable) j tifi i 5. Electrical Inspection Form complete? Y 6. I Two (2) sets of the plans each of the following: YES NO I N /A a. Floor plans (s)? r✓ia b. Foundation plan? j c. Cross sections (s)? 1 d. Elevations? e. Design loads including floor, snow load, and wind load? I f. Seismic design (required after January 2003)? g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? I 141;$ Two (2) site plans showing location of the structure to be 7 built, location of well or water lines, location of septic system or sewer line with all setbacks and separation distances shown, and all improvements to the property? 8. ; Solid Fuel Burning or Gas Appliance Form (if applicable)? I ' v 9. Driveway Permit 41111- Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 711fituI5 ihL'C rQ Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection r-: st re. ive • Queensbury Building&Code Enforcement Arrive: :- ie�•m / Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: _ A NAME: l PE' /o5 LOCATION: 1417 3 .7 2 DATE { — It — 10 COMMENTS: 6-4 Ca\AC Y N NA 3 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 Okay 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 %s doors �.. > 10%> 1000 sq.ft. 3/4 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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handica..ed Accessible Handicapped Service Counters, 34 in.,Checkout 36" ■�■ Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Siii a:e Assembl Space -- Final Electrical "FA_ 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 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc \ c,DQP\ Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection req Queensbury Building&Code Enforcement Arrive: '..i t) Depart: iZ am/� 742 Bay Road,Queensbury,NY 12804 Inspector's Initia . NAME: \)pLL __.` .66pC1 PERM #. LOCATION: C P OP` (1;p��j 1/i ilt,) j DAT : -- Z51—66 1 .6T BaYT E.R COMMENTS: Y N NA 1J Chimney/"B"Vent/Direct Vent Lo • A T Plumbin Vent Through Roof 6"/ oof Com le cte iur Finis 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 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 Okay 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 Y2 doors > 10%> 1000 sq.ft. 3/4 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 Handicapped Bath/Parking Lot Signage 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 X 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 20' /Driveab Surface 20'wide Okay To Issue Temp. o ermanent Okay To Issue C/C L:\Building&Codes uilding&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Rep. Office No.: (518) 761-8256 Date Ins ection requ4cei : v.Queensbury Building&Code Enforcement Arrive: . lei Depart: I ' an�. 742 Bay Road,Queensbury,NY 12804 Inspector's Initial; AA NAME: - �l..E`( ( .."fC C \Pt-1--to PERMIT#• b -- t C).9 LOCATION: C B)C (IN, 1 C-,� �.M' DATE: 'MIL` -- -- COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Locatio Plumbing Vent Through Roof 6"QRoof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent _ Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"I 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 iv_ Floor Bathroom Watertight/Other Floors Okay 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 Vz doors > 10%> 1000 sq. ft. 3/4 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 -- ��, 1 �1�1 J Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible ©F 11C-VOV-- Handicapped Service Counters, 34 in.,Checkout 36" -Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space F,i) i\B`1 j-- Final Electrical _ Site Plan/Variance required q.PP �l ��� c _Final Survey,New Structure/Flood Plain certification,if req. 1/// As-built Septic System Layout Required or On File F1 o fN‘L Ue_oE_ Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide \ Ok___ .1-TzOW . / 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 ('iWo ) / — J ? /11, v Foundation Inspection Report Office No.(518)761-8256 Date Ins tion r-., - Queensbury Building&Code Enforcement Arrive: 6° e1 . Depart: '6 /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: �,JU � � � AL_ P 7 RMIT#: LOCATION: ZI© -kr�i a r'� i SPECT ON: <3 riso TYPE OF STRUCTURE: F1>E t C P rc Comments /A Footings — Crk) tt_ Monolithic Slab E_C,REc (L 2 c C C) 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 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 12/20/2005 9:24:00 AM 22.00 cM Foundation Inspection Report Office No.(518)761-8256 -40 Date Ins cti equ= 4 � Queensbury Building&Code Enforcement Arrive: �� �t Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initial p NAME: 1 LLB R.�.�j(�G\ E P 1 T#: c 10.5 LOCATION: IL(12 INSPECT ON: --U� TYPE OF STRUCTURE: FUEL Comments Y N N/A diK 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 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 12/20/2005 9:24:00 AM LAWRENCE R. PILON, PE oe-/06-- STRUCTURAL STEEL CALCULATIONS FOR SB COLLINS 30' X 115' (10)COLUMN FUEL ISLAND CANOPY LAKE GEORGE, NY Austin Mohawk Dwg# 07-181 DESIGN LOADS: Roof Live Load: 70 psf Flat Roof Snow Load: 70 psf Ground Snow Load: 70 psf Design Wind Loads 100 mph,Exposure "B"—(3) Second Gust Wind Speed per ASCE 7-02 Lateral on Fascia: 25 psf Uplift on Deck: 20 psf Assumed Allow. Soil Brg.: 2500 psf Calculations By: of NEW Y Lawrence R. Pilon,PE ca��'NeE R Ao9,f. 51 Mapleview Drive �,��' Pennellville,NY 13132 *, o- . 1 License# 073336 ,- `',�� '�; �E I '\\!s,N.,i:,.S.;\,c,....?3 3.5 C;)1 e � 'ESS, � ____ _ 1 i iiii) a516A5 oresI�Ls� Iu N N fA * 3? P-L50-5 ( € s 5uPPM2AsNef Deci ) Pa DE5114Aitfl As "1101)4 „ 13 ISMS, uJww Ufri 5U ROIL/el) b9 M1 rJ CV-D (c,¢c si3E4rns) t L'I 0 0 / e'o- 5 DEVI,j '-NC 'I'Tr a i_ 1 NNN - .. .. / PU itaa §. • +J7 1 0.... T , L flECIG ________:_i___ 7 Hic 1 t 1 1 1 1 LoAv Ton( D6G1Z * UMW. 7O Go L. QtiCia4 4 (03) cxcuxs 644cAr 777 cgym'"ss-6(1 r6 4066 (TO pAze aye sph s i0016) cc(�l/ci u )' NO ell us6 !80nob ` .J1S-r /3IOO N rrP" ot1E - ' futfi 13)UCsN' xS iQ 11 uLta�c, Wlb >' �~.i' ,1 o f 4tX 4 6°0 . }�UAX . I 61,V '.Lci0 .D ..II r 1*4 74j-f2ii)r&, 1. '. (44)P.—='/---",_t, %,. ir 44 1?-_*. ittroi4?__iiii465r-' 1 G- ST�.E�41 .. 18x18 BASEPLATE CUSTOMER:SB Collins DATE:03/21/08 LOCATION:Lake George,NY CALC BY:kp CIO '< I Pax I SIZE:30x115 DWG#:07-181R1 [/)L( /(J.)5EI I Mb I Vw (PLATE LOADS AT COLUMN BASE Col Col Col Plate. Plate Bolt Bolt Anchor #Bolts / / HSS CAL (W or.7E) (W or.7E) (W or.7E) depth width Flange Len Width Pattern Pattern Bolt on width BASEPLATE f Pdead Mcleod Plive Milve Vlat Mlat Pup/down "d" "w" "f' "N" "B" "Ln" "Lb" Diam "B" (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) � .. (up=neg) 1 9.00 2.00 37.30 6.00 1.70 20.00 0.00 10.00 10.00 0.25 18.00 18.00 14.00 14.00 1.25 2 co 2 9.00 2.00 37.30 6.00 1.70 20.00 -15.00 10.00 1000 0.25 18.00 18.00 14.00 14.00 1.25 2 3 10.00 10.00 0.25 18.00 18.00 14.00 14.00 1.25 2 0 4-CD-0" 0 _-r 4. Lb 4 10.00 10.00 0.25 18.00 18.00 14.00 14.00 1.25 2 �0 B Only if O O INPUT VALUES FOR SIXTEEN COLUMNS(B-a)ABOVE applic (IF ZERO VALUE,ENTER'0'OR CLEAR CELL) 14 �~ Ln c (A.'se r U.5i e"5 I I N I ► PLATE PLATE BENDING RESULTS , _ - :�REQUIRED WELD SIZE;,; MAX ANCHOR BOLT.LOAD LOAD CASE I LOAD CASE 2_. LOAD.CASE 3 LOAD CASE 4 ��REQ'D� LC1 LC2 LC3' LC4 REQ'D LD CASE 1 LD CASE 2 La(AS S 'LD aast 4 Max Brg Req'd'4 Max Brg Req'd 1' Max Brg Req'd'f Max Brg Req'd't' 1" WELD, LOAD SF LOAD SF LOAD SF LOAD SF (KSI) ON) (KSI) (IN) (KSI) (IN) (KSI) (IN) (IN) (IN) (IN) (IN) (IN) (IN) + (KIPS) , (KIPS) (KIPS) (KIPS) 1 0.514 0.956 0.391 0.833 0.247 0.704 0.253 0.671 0.956 0.130 0.193 0.237 0.153 5/16 5.46 4.29 3.27 7.16 9.27 2.53 9.60 2A4 2 0.514 0.956 0.331 0.767 0.168 0.580 0.174 0.556 0.956 0.130 0.193 0.237 0.153 5/16 5.46 4.29 5.58 4.20 12.35 1.90 12.68 1,85 3 #DIV/01 #DIV/O! #DIV/0! #DIV/0! #DIV/01 #DIV/0! #DIV/0I #DIV/01 #DIV/01 0.000 0.000 0.000 0.000 5/16 #DIV/01 #DIV/01 #DIV/01 #DIV/0! #DIV/01 #DIV/01 #DIV/01 #DIV/01 4 #DIV/01 #D1V/0! #DIV/01 #DN/01 #DIV/01 #DIV/01 #DIV/01 #DN/01 #DIV/0! 0.000 0.000 0.000 0.000 5/16' #DIV/01 #DIV/01 #DIV/01 #DIV/0! #DN/0! #DIV/01 #DIV/01 #DIV/01 CHECK CHECK CHECK CHECK MAX OF MAX OF IF<1.1 IF<1.1 IF<1.1; IF<1.1 I FS.R LESS LESS LESS 4 CASES 4 CASES PICK PICK PICK PICK THAN THAN THAN THAN 3/4" 5/16" NEW NEW NEW NEW 1 KSI ( 1 KSI 1 KSI 1 KSI- MIN MIN DIAM DIAM DIAM DIAM MAX BEARING STRESS ON CONCRETE IS ASSUMED TO BE.35*3 KSI=1.05 KSI FOR 3000 PSI CONCRETE CHECK IF STIFFENERS REQ'D DUE TO ANCHOR BOLT TENSILE LOADS(SEE NOTE 6) NOTES: 1) THE FOUR LOAD CASES ARE LC1)DEAD+LIVE;LC2)DEAD+ 75(WIND or.7SSEISMIC)t-0,75LIVE LC3)DEAD+WIND(or.7SEISMIC);AND LC4).6DEAD+WIND(or.7SEISMIC) REQ'D t=((6"Tbolt"L)/(.75*Fybe)}"0.5(MIN"t'FOR NO GUSSETS) PLATE 2) VALID ONLY FOR RECTANGULAR OR SQUARE F}SS COLUMNS(ASTM A500)WITH 1 REQ'D i= 1.10 IF REQ t>ACTUAL USE GUSSET U 5 ASTM A36 BASE PLATE AND ASTM A36(OR A307)ANCHOR BOLTS 2 REQ'D t= 1.26 IF REQ t>ACTUAL USE GUSSET (FOR ROUND COLUMNS CAN ASSUME d=.75*DIAMETER) 3 REQ'D t= #DIV/01 1F REQ t>ACTUAL USE GUSSET 4,1,6'.5.E r5 4 REO'D t= #DIV/0! IF REQ t>ACTUAL USE GUSSET 3) WELD ELECTRODES ASSUMED TO BE E7OXX WELDING ROD L=dist from bolt cl to corner of column 4) MINIMUM SAFETY FACTOR(SF)FOR ANCHOR BOLTS IS 1.0 be=.effective Weld strain width=2"L(max=5"allowed) Fy=36 ksi 5) NO ALLOWABLE STRESS INCRFI.CF OF 1.33 IS USED FOR CASES WITH WIND OR SEISMIC LOAD eic3--\ 6) CHECK BASEPLATE FOR BENDING et COLUMN CORNER DUE TO BOLT TENSION LOADS PER HSS CONNECTIONS MANUAL PG 7-9 AND 7-10(GUIDE FOR 10x10 OR 12x12 COLS ON 3/4"PLATE-USE GUSSETS IF Tbolt>6 KIPS) (GUIDE FOR 10x10 OR 12)(12 COLS ON 1"PLATE-USE GUSSETS IF Tbolt>10 KIPS) CONSTRAINED FOOTERS-SQUARE ., CUSTOMER: SB Collins DATE:03/21/08 LOCATION: Lake George,NY CALC BY: Irp SIZE:30x115 DWG#:07-181 R1 OOTER LOADS AT COLUMN BASE COLUMN SOIL PROPERTIES PRELIM FIR SIZE/WEIGHT ISLAND WEIGHT MISC TOTAL (W or.7E) Nu or.-iE) (W or.7E) HEIGHT BEARING LATERAL SIDE DEPTH WT ' WIDTH DEPTH WT WT DEAD. Pdead Mdead Piive Mllve Viet Mvlat) Pup/down STR ' BRNG STR LENGTH WT' (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (FT) (KSF) (KSFIFT) , (FT) (FT) (KIPS) (FT) (FT) (KIPS) (KIPS) (KIPS) (up=neg) 1 9.00 2.00 37.30 6.00 1.70 20.00 0.00 18.00 2.50 0.25 4.5 5 14.68 3 1 1.96 25.64 2 9.00 2.00 37.30 6.00 1.70 20.00 -15.00 18.00 2.50 0.25 4.5 5 14.68 3 1 1.96 25.64 3 1600 2.50 0.25 5 5 18.13 3 1 2.18 20.30 4 18.00 2.50 ' 0.25 5 5 18.13 3 1 2.18 20.30 INPUT VALLES FOR SEVENTEEN COLIj NS(B-R)ABOVE` Square Cone Canopy (IF ZERO VALUE,ENTER'0'OR CLEAR CELL) footings wt= foster only 145 pcf island misc' FOOTER SEARING RESULTS AND REQUIRI=`D DEt3TH FOR LATERAL LOADS Dl 'TH CHECK FOOTER LOAD CASE 1 LOAD CASE 2 LOAD CASE 3 LOAD CASE 4 BEARING LOADS UPLIFT CHECK(LC 4)^REQ'D CHOSEN BEARING REa'D BEARING' REQ'D BEARING wan, BEARING REa'b LESS THAN FACTOR OF SAFETY DEPTH DEPTH LOAD DEPTH LOAD DEPTH LOAD DEPTH LOAD DEPTH SOIL ALLOWABLE? OK? (KSF) (FT) (KSF) , (FT) (KSF) (FT) (KSF) (FT) F.S. OK? (FT) 1 2.29 2.1 1.83 3.4 0.44 3.4 0.27 3.4 YES N/A YES 3.43 YES 2 2.29 2.1 1.27 3.4 -0.30 3.4 -0.47 3.4 YES 1.71 YES 3.43 YES 3 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 YES N/A YES 0.00 YES 4 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 YES N/A YES 0.00 YES Check Check Check Check ' Checks if max bearing Greater> Max less than less than less than less than value is less than' than 1.5 value specified specified specified specified specified allowable of 4 allowable allowable allowable allowable load cases NOTES: 1)THE FOUR LOAD CASES ARE LC1)DEAD+LIVE;LC2)DEAD+.75(WIND or.7SEISMIC)+0.75LIVE LC3)DEAD+WIND(or.7SEISMIC);AND LC4).6DEAD+WIND(or.7SEISMIC) 2) USE ONLY FOR SQUARE FOOTINGS,CONSTRAINED BY A DRIVE SLAB OR PUMP ISLAND 3) REQUIRED DEPTH TO RESIST LATERAL LOADS BASED ON CONSTRAINED PIER DESIGN V 4) BEARING LOADS FOR ALLOWABLE CHECK DO NOT INCLUDE WEIGHT OF FOOTER,ISLAND OR MISC THESE WEIGHTS USED TO CHECK UPLIFT ONLY Page 1 DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone:518-266-0310 Fax:518-266-9238 ❑ P.O.Box 482 Orchard Park,New York 14127 Phone:716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Exit 20 Molbil REPORT NO: F-07-280-8-28-08 CLIENT: Jolly Associates DATE: 8-28-08 _ CONTRACTOR: JOB_NO._FDE-07-280 This Representative of QIS, a subcontractor to Evergreen Testing, visited the above referenced project for the purpose of conducting an inspection of the structural construction of the 30' x115'-8 column canopy. Construction of the canopy as detailed on Austin Mohawk Drawing 07-181 R1, Sheets 1, 2 & 3 was complete. No deviations were noted from the requirements of that drawing. By: Lon Ludwig - QIS CWI 30'x 1'5' Co y 6/W 6Fo e w 7 Le 3/N/05 OD CCA)oP/ $A64) Lomi poreCiwopi . S14itf 01r4r vhe-t.-1 Min-v ,D.fN c.h4- jvp6 L)14`*.$ i'y5 I 1 i (006' 5A 4) NAP i civ ,0 , 7o Pv 5/vr.,di L AO VA MI Wc/,r-1 S. 24)07 N/'.. q (Vzx 5-1LkAd ;o P.i-)OSC- f s 1r5 4Y2.( 19 is Ajad /9 50 p c . CQ c cu a 1 t h 5 fO)L floord z 1D (4)EL( ReoloCEL) I I2 ffi 70 P' f 1,) L2149 (oeccor 55-rsiyYc G/�e s 50 psF) —q 5-Nc1 ) Lv,410 -z 7D pi (FX' J3 rrx tr ;;5 tr i64.4.3. / PF .?(i o)(,•z)(1) 70) Cr- 1, Z uA), ilmp Pr - Tsr _ s F ,J°rf: u.1--r 1U u. ?e) P-f vu /113 IDeA; To F/15cM Pli OK r sysrri 0, OF NE*Y %(-1S kr,W iii,‘ s)(- \5% ,4-1:::4 I- . \l"-Pe �333 Ii A QFESS 'P ‘i 6i? 30, 11A OJT-GE► P . -eit,i1C COOP/ bill4( CA VOPY / )-___ . (OP 50v00 x Utx Wiotion 2 leiSCE (7-0--i Oved 6. 5:) Pft f(, , ,, ,Q5cflii.E: yoizr Pli 6 -q) `,�r5' 7.3�: IV 0, (e) (10 if.,C co-3) i ,,-; P/'0, ( $E1JofrJ �.5IL/ t{ ,conk0Fc it \,r61 „,,,, I �,� - IS�G�s©� i. it/ L 3 KA D Li y I O pZ5b (# (0) ;X#65.)((tx))1 C I.0') $ il:Li...75,t_.= .1, i ,�j4M � - d �,��f� , SG?' 46 x Cr - -- / 0,5k, L9-cl, 6.5-_,5) Cr s yvF 6:16 b�L4� Iotiv, cF 3t ,15- ( fC '?v,p1 ildx ,wC)1 ,/5' 6 5 fi POre. 36 kiii 1XWo$ tik:�� -i ,�s~ to S P513-.* -1 P r ?e) efir Cibiaioi 14K orat,fpUY 4e-P Or/a Cray 56J-5-4,-/c 6,4I) � Pe ,� GF NEW r rMX TG'u � I I 0/s)iltgilclap COul toil 7 4:;VI CE l3, A��4 - " Ss, o. �Y (Fsc / /57',)) ' : W v• 0;i3e.' <9 51 v 0, (0.4 /4/5(1)) `',FESSI , / CLA 5s 1� 4 S.SIrn E.L ` /r ((/ 4iC. t. 2(1) ; j / frT "V 1 2 .4 (riotF/4ds-, is 70- f:. ,,0-1)5 0, 14r ,&Y 773) 0, 2?? .ram' SFsst40,6_ i. 64 i if . E. E-c l'(f ill L PaXt r IS 6) z ,DR b O/e lbt 0, 2 5AJue,y' Cs % 5-45I /S ll R' �' Ce Pirko* q'1 ' t J -r=-, t 'o 0,2(07 Po,i5,000--- k5X;):=5. /. c,.., - zl,,eiax) ....... 0. 1z iso Psi 1 I)76 l /� 1'• l rc. . 171A"= Q41 K.FPS �'�� I � Q, 2 5&'c) ifs-- 0, lz0/ 5 ) 'L.2,___ 7O.7UE % E.d 1/<vz, ---,--. {!.07F .. 13y(omP+J'sas qtarkp Gale au P4 5/7 arMus i tar, ce),�7 i 109-11 L it K_E (a c.Lif r.;Y J5 V • C►2c)s 5 3C-AP CX-14 m i•J rii/n15 IQA4 r VL s a Fiilr1 5 c Ed wit rt, wie s ?‘ P , Pa PD ?\ L D L VIA) API 3,3 Uj P I <'� 11,2 asa.cd14, r;) 20' Jr � a.1, Viy Z S(17-qX3)(1.s W W L V .._,..... ___ --- r NNN 1� .0. 1 "[ r I C1 I I �r 67t ,..,,,cm C:1 ri A alt rid__ efforc e- c ssBAH ,v I Ll) °69 , Vir- /_X _ 5 , 1)-rL ve0) 534 1 v GSey,c 1 ,CZ,`4 D u -e Ol 5q1)b ( Cp, ,zt0) Lb e 4ca = O15 Lf z zI JDt,7r(0 4,4.)) c.c. - 0,u 3‹/,0 D* .75 (L-iZ )t ) u,,,, © r Li_ 34h0 N CO t.t,v vn kI s l l - (-D1-'70.740 0 t 0•`16 i.0 pt.1c(c-s tome) Uno)1, t 0, 61 (41,0 , curet Zs tier fo=0, FZ`' cit7Zi...) ritnMe JZ.EiycTsvk coovigs , 1 b L ' Lti L AS -To 2-)1 re" CentD 3 ; ,D-'6)tio f v( 0.2 ©,q 0 L (Joic LiNut '0,3 34/0 s a fLI cl 37.3 t? , ,PI 4wr o3 ? c /5 b,2') 144L i, s 5 . 3 dot 1. • UZ rz 144 Wit 03/18/2008 09:29 8025241570 __ Earthwork Materials &Density Testing; ► 2 Particle Analyses, ASTM D422 at$35.00 each=$70.00 ► 2 Proctor Analyses, ASTM D1557 at$75.00 each=$150.00 ► Engineering Technician to perform Nuclear Density Tests during backfilling of foundations, utilities and for slabs; 5 half days at$140.00 per half day= $700.00 Engineer, P.E,2 trips at$300 per trip= $600.00 Estimated Total for Earthwork Testing =$1,520.00 Foundation and Slab Concrete Quality Control Testing; • Concrete Testing with ACI Level I Certified Technicians Estimated 5 days at$300.00 per day= $1,500.00 ► Compressive Strength Tests, ASTM C-39, Est. 50 Cyls. at$8 per=$400.00 Estimated Total for Foundation Concrete Testing=$1,900.00 Masonry Quality Control Testing; ► inspection, Grout and Mortar Testing with AC1 Level I/li Certified Technicians Estimated 5 days at$300.00 per day=$1,500.00 • Compressive Strength Tests,ASTM C-109 and C-1019, Estimated 40 mortar cubes at $10.00 per cube and 20 grout prisms at$25.00 per prism =$900.00 Estimated Total for Masonry Quality control Testing_$2,400.00 Structural and Cold Formed Steel; ► CWI Field Inspection of field erection, fabrication and weidments Estimated 3 days at$400.00 per day=$1.200.00 Wood Construction Inspection and Testing; • Field Inspection and Testing Estimated 2 days at$400.00 per day=$800.00 Mileage Costs 3,000 miles at$0.401mile=$1,200.00 EstimatedBudget Fee 1 Probable Fee Range=$17.940.00 The attached General Conditions for a part of this proposal. It should be understood that our total fee is estimated and that only those services actually provided are invoiced. Invoicing is submitted monthly and is due in 30 days.We offer a prompt payment discount of two percent (2%) for payments made within 10 days. We appreciate the opportunity to present this proposal.Should it prove acceptable,please sign and return one copy as our authorization to proceed. This signed proposal constitutes the agreement, inclusive of the attached General Conditions. Should questions arise, or if we may be of any assistance, please contact our office at your convenience. Yours truly; Dente Engineering, PC C r� Joe Robichaud, EIT Fred Dente, PE Geotechnical Engineer President 03/18/2008 09:29 8025241570 PAGE 03/03 GENERAL CONDITIONS of DENTE ENGINEERING, P.C. 087--/05-- A. Definitions: Dente Engineering, P.C.. hereinafter referred to as the Consultant. Project work or work means the specific geotechnical and environmental consulting or construction materials consulting, testing or other services to be performed. Client means the person(s),entity or authorized agent for the purposes of ordering the services. Client in accepting or ordering work accepts the companies proposal and these general conditions, Client will transmit a copy of the proposal and the general conditions to each and every third party to which the client transmits any portion of the companies work. B.Site Access:Client shall provide and arrange access to the site of the work as may be required to perform the work.The Consultant shall take reasonable and customary measures tc minimize damage to the property as a result of the performance of the work, however the costs to preserve or restore the site to its former condition have not been included. These services will be provided and charged to the client if client agrees to pay the consultant the costs of them. C.Services:Services shall be provided by the Consultant in a timely,workmanlike manner consistent with the area and the time the services are provided at the prices and in the manner proposed. Delays or modifications to the proposed scope of services as directed by the client or authorized third parties may result in additional costs.payable by the client. No claims will be brought against the company by the client or;third parties unless all recommendations provided are followed and tests & inspections offered have been performed. Some of the services may require the Consultant to obtain samples of roofing or other building materials and provide temporary patches for them.The client agrees to provide permanent patches and also agrees to hold the company harmless for any and all damages to the roof, building and its contents which may arise prior or subsequent to the permanent repairs. Unless otherwise agreed, all samples will be disposed of upon completion of testing. The company shall not be responsible for any evaluation or reporting concerning project site health&safety. D.Client's Duties: Client shall notify the company of any known or suspected hazardous materials, utilities or underground storage tanks at the project site. Unless specifically assumed,the responsibility for locating subsurface utilities,etc.is the clients, who agrees to defend,indemnify and hold harmless the company from all costs:claims, losses and expenses which may result from providing the requested services. Client will be invoiced on a monthly basis for the services provided and agrees to pay the invoices within thirty(30) days. Client further agrees to pay interest on any past amounts at the rate of 9% per year on a monthly basis, Client agrees to pay all court and attorney fees necessary if the account is delinquent. The company shall not be bound by releases or waiver of rights if any account is past due sixty(60)days or more. if any account for services is past due or if client fails to make payments within the terms proposed,the client shall have granted a release to the company from any and all known or unknown claims in tort, statute cr contract. E.Limitation of Liability:In order for the Client to obtain a lower fee from Consultant,among other benefits, and in order for Consultant to reduce its residual risk created by providing services to Client, Client and Consultant agree that, to the fullest extent permitted by law. Consultant's total aggregate liability to Client is limited to$100,000 for any and all of Clients'injuries,damages,claims: losses,expenses,or claim expenses arising out of the Agreement from any cause or causes. Such causes include, but are not limited to: Consultant's nealigence, errors, omissions, breach of contract, breach of warranty, strict liability, negligent misrepresentation,statutory liability, or other acts giving rise to liability based upon contract, tort, or statute. This limitation shall extend to the client as well as any other parties, Subject to the above, the company agrees to indemnify and hold harmless the client from claims,suits and expenses arising out of the negligent performance of the companies work. Client shall provide like indemnification to the company.This provision takes precedence over any conflicting provisions of this agreement. F. Hazardous Materials: The company, by performing these services, does not assume it acquiring the status of an owner, generator, transporter or stoner of materials as would be defined in RECRA or other Federal,State'or local statutes.Client assumes full responsibility for compliance with these or like statutes. G.Termination: Either party can terminate this agreement upon 30 days written notification.The company shall be paid for all services provided. H.Agreement:The proposal and this general conditions constitutes the entire agreement. in the event any of the provisions are found unenforceable the remaining provisions shall remain in force. vervor slime