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2005-162 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: P20050162 Date Issued: Friday, May 27, 2005 This is to certify that work requested to be done as shown by Permit Number P20050162 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE/WILE E. COYOTE This structure may be occupied as a: Commercial / Industrial Unheated By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 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&CodWtnforNhent Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY ta 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050162 Application Number: A20050162 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: ("TREAT ESCAPE/WILE E. COYOTE For property located at: 1172 STATE ROUTE 9 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: GREAT ESCAPE THEME PARK L 2351 W NORTHWEST Hwy Suite 2 Commercial/Industrial Unheat $21,720.00 Total Value $21,720.00 DALLAS, TX 75220-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2005-162 WILE E. COYOTE COASTER STATION 145 SQ FT UNHEATED BUILDING $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, April 07, 2006 (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 Town of Quee ursday,April 2005 7/ SIGNED BY or the Town of Queensbury. Director of Building&Code Enfo eme Building Permit Application Town of Queensbury•-Dept of Community Development,742 Bay Road,Queensb NY (518)761-8256 � A permit must be obtained before beginning construction. Permit File No. -)_C)o ��(p No inspection will be trade until applicant has received a Fee Paid $ uQ` r�Z, valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed B application form. y. Applicant:Lea] LSC&Ae r� � Rrk t kCOwnen Address: — Address: vPPv's Ur,, �y )2M9 Phone#{:-L sr)�- 3-�00 Phone# Property Location: Lot Number: / House Number / ---- RAO �U Subdivision Name: Tax Map Number: '"�` e�,i�o/N��E�NSB �1 New Building: residence /� Estimated Market Value of Construction: o Addition: residence/ commercial If an Addition,what will use of new addition be? • Alteration: residence/ commercial 0 No change to exterior size: residence 1 com'1 o Other work(describe ) Check OccupancyInformation 1 Floor 2 Floor Other floor Total Below sq.ft sq.ft. sq.ft. Square Feet o Single family dwelling o Two family dwellm o Townhouse o Multifamily dwelling #of units o Office o Mercantile C1 Manufacturing o I car detached garage 0 2 car detached garage C 3 car detached garage o I car attached garage O 2 car attached garage v 3 car attached garage v Storage building- commercial o Storage building- residential Other L What is the proposed height of the structure feet _inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas-/wood /forced hot air} baseboard/ether: /V R Number of Elrenlaces to be installed Number of Woodstoves to be installed�r List below the person(s)responsible for supervision of work as regards to building codes: Name 10 Address Phone Number Builder a9 Par k 6o,easkuq Plumber Mason Electrician Dec lion please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and 0 other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survev by a licensed surveyor,drawn to scale,showing actual location of all nstruction , �J Signature: owner,owner's agent,architect,contractor 3 ISNI ' REVIEW SUMMARY PROJECT: LOCATION: MIP CODE: ITEM Value � BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 i S; (short period) ,}. Figure 1615(. ± 318 S, (1 second period) Figure 1615(2) 319 Fa (site .coefficient—short) j{ " Table 16-15.1.2(1): 320 Fv (site coefficient-3 sec.) ! Table 1615..1.2(2) 320 SR15 (short period adjusted) d _ Equation.l6-1.6: 3fi7 Sm, (9 sec. period adjusted) Equation 16-1.7 317 Sos (short period) Equation 16-18 320 Sr, (1 sec. period) E Equation 16-19 320 Seismic Use Group.. { �� Table 1604.5 287 Seismic Design Category e Table 1616.3(1) 324 (short period) Seismic Design.Category , Table 16.16.3(2) 324 (1 sec. period) SEISMIC DESIGN:CATEGORY This category determines the- (most severe of above two) design analysis and whether MEP systems must be braced. Anal sis Procedure Used r Seion 1616.E .� 326 y a7-� ►L i r� ate, - Building Components Subject To Section 1621 345 Seismic Design Requirements: i Architectural Section 1621.1.1 & 345 Mechanical Section 1621.i.6, 347 Plumbing ditto 347 Eiectricai ditto 347 JAM- Page 10 of 10 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ,Yb am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: qW___ A?NAME: ;, SC. T ,� PERMIT#: LOCATION: %� DATE: 5 Z 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 I8" 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 '/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.Be and 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 Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.0 Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL -in Card N.......................... :Iermit No.......................................Cert. NO 9 0 0-7 4 Cut ,.q ;Se 7_ Jwner.............1�; i�........"4!� .... .............. -ocation............. i.......... .................................................................... ... ........ ... .nstallation Consisting of.�... 12tZ?—P' // &/ 772i-5. ....... 50A...... ......... .4......................................................... .6 t—&Ve ee— .............................................................................. ................................................................................................................................................................................. cac nstalled By........0.`.................. ................................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation.conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of m k. e'r pections at any time, and if its ules are violated,the Company shall have the right )ate....157Y_6-t�................ INSPECTOR.... ............................. y REC'D MAY 2 3 Z005 ALBANY OFFICE EMP1RE1GZ, #,,o Ballston Box 2199 Ballston Spa, New York 12020 S E R V I C E S, I N C. 5 Knabner Road A SUBSIDIARY OF S18 SERVICES,INC. Mechanicville, New York 12118 Tel: [5181 899-7491 Fax: [5181 899-7496 SITE VISIT REPORT Date: May 19, 2005 Project No.: AT-05-010 Client: Mr. Bob Culver Great Escape Theme Parks, LLC P.O. Box 511 Lake George, New York 1284 Re: Site Visit on May 16, 2005 Looney Tunes National Park The Great Escape Queensbury, New York A site visit was made at the above referenced project, by the undersigned representative of Empire Geo-Services, Inc. (Empire), on May 16, 2005. The site visit was made at the request of Mr. Bob Culver of Great Escape Theme Parks, LLC (Great Escape). This report summarizes the site visit observations. The purpose of this visit was to observe the following: 1. Evaluate the exposed bearing soils for the Elmer Fudd Train Station building foundations. Based on the recommendations provided in the geotechnical report prepared for the project by Empire, we understand the design soil bearing pressure is 1,200 psf. At the time of this site visit the Contractor had completed excavation for the building foundations. 2. Observe the Wile E. Coyote Coaster Station framing and connections to verify conformance with the project drawings. The building construction generally consists of wood framing with steel gusset plate connections. Observations 1) The exposed bearing soils for the train station building foundations consisted of brown with trace silt. The exposed bearing soils were evaluated using a small diameter steel probe rod and appeared consistent with the conditions encountered in Buffalo, NY Cortland, NY Cuba, NY Falconer, NY Rochester, NY Syracuse, NY Gilbert, PA [1161 649-8110 [6071 758-1182 (7161 9 6 8-9 6 8 6 [7161 487.1481 [5851 3 5 9-2 7 3 0 [3151 698.7359 [6101 681.8500 The Great Escape REC'D ItlAY 2 ct 2005 May 19, 2005 Page 2 the soil borings. It is our opinion that the exposed bearing soils were adequate for the design soil bearing pressure of 1,200 ps£ 2) The undersigned also observed the framing members and framing connections for the Wile E. Coyote Coaster Station. The building framing was completed at the time of this site visit. The building framing consisted of 6x6 beams, columns and roof trusses with 11/4" steel gusset plates each side at framing connections (with %" diameter thru bolts). It was noted that the two ceiling level cross beams frame into the sides of the interior columns. Based on a phone conversation with Mr. Daniel De Nero of Haanen Engineering, we understand the cross beam framing configuration is acceptable. In general, the building framing and connections were in general accordance the project drawings Please contact the undersigned with any questions regarding this site visit. Very Truly Yours, EMPIRE GEO-SERVICES, INC. '-6;� I Y-- Tod M. Kobik Geotechnical/Materials Engineer cc: Mr. David Hatin—Town of Queensbury Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est r iv d: Queensbury Building& Code Enforcement Arrive: m/p part: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: E 1 1 PERMIT#: LOCATION: INSPECT ON: �' TYPE OF STRUCTURE: Framing Y N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. 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.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 � Q' v 1 A� -, � Foundation Inspection Report Office No. (518) 761-8256 Date Ins 5ction rfIT ed: Queensbury Building &Code Enforcement Arrive: aDepart:— i ' anyn- 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial d NAME: LOCATION: SPECT ON- TYPE OF STRUCTURE: // Comments -- Y N/A ootings Piers Monolithic Slab r 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: z 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. I-:\SueHeutingway\I3uilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 PAGE 02/04 496 SJB SERVICES 05/2512005 16:02 5188997 Eastern New Yark Office IE P.O.Box 21 contract and 1'1 Testing Phons: 1S M 899 T491 Fax: t51812q9-7496 1llllil nd CONCRETE FIELD OBSERVATION REPORT Pro ct; Great Escape-Lake GevMa,NY Rep&f No.: C-041205 calenr. tiihe Great Escape Theme Parks LLC Date: April 12,2D05 conlmmr! 09nn Concrete Job No.: AT-05-010 Concrete Suppler: I Jointe4clushs Mix No.; ler Wead s6ny Cteor Atr Temy:AM PM General Placem"t L,6ftm: Footer For Roller Coaster Buldina sheet: 1 ar 1 TIME wAtER DATA(WIlItyll, Added: Lded Tkket k C;vw Start in Plant Actual 13mign Slump r% gone. No. No. q Yards Botcltee Disftme Empty Ana. Field Total Total In, Air Tan . 5 en Set NPJRamarkc 1 4445 1 11 02:56 3:25 4,25 3.9 76 Set 9.1 ASTM Procedures I C143 G231 1064 REMARKS CUBIC YARDS PLACED 11 REJECTED: D TECHNICIAN: Sr"rt Laehwey___ COMPRESSIVE STRENGTH DATA Set Lab Cp1l1klder Date Ago Land Fracture Compressive No. No. Dl tteltY Area Tested as„ ft T 9 l FIELD DATA BY. 1 3768 t3.0 28.27 4/19 7 132.500 A 4690 SJB sarvkes 3769 0 28.27 5110 26 162,000 A 5730 3770 0 28.27 5110 28 166,000 A 5540 TRANSPORTATION 3771 �,0 28.27 5/10 28 166,000 A 5870 9Y: SJB srnrlca' DATE RECEIVED: 4/1212DOS SPA,auon Rygtflrerna+ttmt 2e daYa Respectfully$ubtnitted. _ FRACTURE YYPE'. SJB SERVICES,INC. Cylinder Size!It"r 1 Z"U"W'dharuuce now A_ConC . Gmt>rr�in pt,(:grd wink ASTM C-172 B=Cane and Spill TcitOd in dec&c With A'STM G39 C c Coact and Shoar wieorn G.Swdon Cast rn Pccorh_Wh ASTM C41 D Shear Tes� Hnp�"�Menaper E=Columnar Ro hostor.ftreeuse,t4Y Cordand.NY (565139g-271M 5)6%7359 Buffalo, (601)57sJ152 (716)649-8110 05/25/2005 16:02 5188997496 SJB SERVICES PAGE 03/04 • Eastern New York Office 1 Cor*act P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Tostin9 Phone: (518)899-7491 Fax; (518)899-T496 CONCRETE FIELD OBSERVATION REPORT Praleu: 9 Great Escape-Lake George,NY Report No.: C•042005 Cxonr. The Great Escape Theme Parks LLC Date- April 20 2005 contractor: Nunn Concrete Job N4• AT.05-010 Conorote Supplier: I Joints-Galusha _ Mix No' - Weadw. _ 4nny,Clear Alr Tame.;AM 7S PM General Placement L4C,ean: Piers Sheet 1 of 1 TIME I WATER DATA t. / Added: Load Ticket lick I Cubic Start in Plain Actual Design Slump 't6 Canc. No. No. o. Yarft Betohed Dische a is +Plaid Total Total (Inj Air Term Specimen S9t Na.fRemarks 1 1025 11:05 4.25 2 6 68 Sat#1 ASTM Procedures C143 C231 I C1064 REMARK5; CUBIC YARDS PLACEb; REJECTED: 0 TECHNICIAN: Bryan Lashway COMPRESSIVE STRENGTH DATA Set Lab Cylinder bate Age load Fracture Compressive No, No. Dameter Area Tested (days) Ib;, Type Strength Oil) FIELD DATA BY: 1 38W 6.0 28.27 4/27 7 95,000 A 3360 3da services 3857 6.0 28.27 5118 28 114,000 A 4030 3858 6.0 28.27 5118 28 111.500 A 3940 TRANSPORTATION 3859 8115 56 BY: &a snrrvk% DATE RECEIVED: b/2112005 SpOdticafti ReQuft al25 day-t Cylinder Size:a-x 1 unless odlenw noted d FRACTURE TYPE: Respectfully subrNttod, Sampled in accord w�ASTM C-172 A e Cone SJB SERVICES,INC, Tested in accord with IA`STM C-39 B=Cale and Split Cast In accord with ASrM C-31 C-Care and Shear D=Shear William G.Stanton E=Columnar Testing Snrvkes Manager 9uffalo, Y Cortland,NY Rochester,Wracusa,NY (716)1549$1 0 (607)578-TIS2 (585)359-274V5)G9$-7359 +75/'L51'1b05 16:02 5188997496 SJB SERVICES PAGE 04104 iu•rtltn' •'I Eastern Now York Office Contraet P.O.Box 2199 Drilling Ballston spa,NY 12020 and Testing Phone: (519)899-7491 Fax: (518)899.7496 CONCRETE FIELD OBSERVATION REPORT Pr ecr. le Great Esca -Lake GepTq,NY RoDport No.: C-051705 Client a Great Escape Theme Parks LLC Date: May 17 2005 Contractor; Nunn Concrete Job No.: AT-05-010 Concreto Supplier! Jointe-Galushe Mir No.: Wealhor $Wnv Clear Air Temp.:AM 64 PM GenermPlacementi.c1cawn• Plats Sheet: 1 of 1 71ME WATER DATA i, 1 . Added: Load Tickot Cubic Start In Plant Aclual Doaipn SItrMp % Conc. No, No. Yards withad Dledhar E A . +Plaid Total Total kI, Air Temp. men Set NodRamerk: 1 ID 10t05 11:15 3.5 2.0 74 Set 01 ASTM Proeeduros 1 0133 C231 1 D64 REMARKS: CUBIC YARDS PLACED; 10 REJECTED' 0 TECHNICIAN: 6ryan t ashwey COMPRESSIVE STRENGTH DATA Sol Lo PyMnder Delta Age Load Fracture Compmsaive No. Nao. blemeler Area Tasted da T Strength 1 FIELD DATA BY: 1 4058 6.0 26.27 5124 7 125,500 A 4440 SJ8 Servico; 4059 8(14 28 4050 6114 28 TRANSPORTATION 4001 BY: SJe Services DATE RECEIVED: 5/18l2DQ5 SpeG6anon Requlro t at 28 days Cylinder Size:e'x 17'Lless omarwise now FRACTURE TYPE; Respectfully submitted, Sampled In accord whir ASTM C-172 A=Conn SJB SERVICES,INC. -remad In accord wtrh TM G39 8=Cone and SPIN Cast in accord with A M C-31 C=Cone and Shear D=Srmr William G,Stanton E-Columnar Teating Service&MartoW Buffalo, Y Cortland,NY Rochester,N*mcuse,NY (718)sas 8i1 (80T)578-71112 (585)USI-271IMS)698.7350 ALBANY OFFICE Pfflhihohq, - BPO a Box 2199 SERVICES INC. ��,� _:�.� ; > [�� Ballston spa, New York 12020 I .I t j.x, 1 l{,S 5 Knabner Road A SUBSIDIARY OF SJ8 SERVICES,WC. MechanicYille, New York 12118 Tel: [5181 899-7491 Fox: (5181 899.7496 SITE VISIT REPORT Date: April 8, 2005 Project No.: AT-05-010 Client: Mr. Bob Culver Great Escape Theme Parks, LLC P.O. Box 511 Lake George, New York 1284 Re: Site Visit on April 8, 2005 Looney Tunes National Park The Great Escape Queensbury, New York A site visit was made at the above referenced project, by the undersigned representative of Empire Geo-Services, Inc. (Empire), on April 8, 2005. The site visit was made at the request of Mr. Bob Culver of Great Escape Theme Parks, LLC (Great Escape). This report summarizes the site visit observations. The purpose of this visit was to observe the exposed bearing soils for the Wile E. Coyote Coaster Station building foundations. Based on the recommendations provided in the geotechnical report prepared for the project by Empire, we understand the design soil bearing pressure is 1,200 psf. At the time of this site visit the Contractor was in the process of completing excavation for the building foundations. Observations 1) Due to shallow groundwater conditions, the Contractor had overexcavated the foundation bearing grades by approximately 12 inches and was installing a drainage layer of crushed stone to aid dewatering efforts. 2) The exposed bearing soils consisted of brown-gray sand with trace silt. It was observed that the foundation excavation extended below the dark brown organic layer (encountered in boring B-4), which could be seen in the excavation sidewall. The exposed bearing soils were evaluated using a small diameter steel probe rod. It is our Buffalo, NY Cortland, NY Cuba, NY Falconer, NY Rochester, NY Syracuse, NY Gilbert, PA [7161 649.8110 (601[ 758-7182 [7161 968-96RG (7161 AR7-1AA1 rcoci �•-• •-- - The Great Escape April 8, 2005 Page 2 opinion that the exposed bearing soils were adequate for the design soil bearing pressure of 1,200 psf. Please contact the undersigned with any questions regarding this site visit. Very Truly Yours, EMPIRE GEO-SERVICES, INC. -;fl ktef�"yK Tod M. Kobik Geotechnical/Materials Engineer cc: Mr. David Hatin—Town of Queensbury Job No. Z s7 00 Sheet No.�_of HAANEN ENGINEERING Subject e By Date 3 /� o s-- NLCFIVF C-t .5 7r� P� r TOWN OF QUEENSBURY Pj- .' 4541 s 7 00 - 44 I B INCIAMUCODE FT� I r �, qo o_'Zyo 30 L D 2-Yo ? 31 2 �( 77-kr j /1 �vp 'GU�V S rJ l /,� ^✓ O/1�ti✓ f�.,U1 C 7t iG i/�t`�l i�•c. �it-c �/�r c y f L i Of f-I 14. > `./ A /1 vl C�✓�ti:{, / Gr,1 (/J � c �J C� iv„✓ � r , t ' r , F— /'b r v.dc r1f G C Oc FZ � lfv/�i ,G'h`P°fv'!'t '::.vf:��lGf�v—( /< '= Zvi �� -, 2 0� � lS��S � Z�d � 7,o �h = � 7 � �7'7�jG 4 G•J`� 2 Z� � 254 Bay Rd. Queensbury, NY 1L_,4 • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjhQhjhllc.com Job No. Sheet No. 2�- of S HAANEN ENGINEERING Subject By Date r'tiC�rs jv �c�11 ,,�, z 7-9 �_L , cL 1 o� .LlJ� 'vT ^' � lf �� Fc<< r1Cp, _ , S wl��'"1ti7 II✓�K Gef_F��c�srr- cif = 3 ly l`etw�t T�ls-74i t�.,t ti S�.i J F14-0r-L S Q S /y C"L T J S f Tfi G C A TJ = I S = 3 S Sps = 2� S�� = Z�� C• 'S�� = � 3 g� � �eiri3 ' �,�1 = �_� S� _ ( ( 1�( ,3.r) =' ,sus- �6. Fv (s, 3J� F4 w = � s �i /G'cJ�iv_{� �z.-.J�O�V✓� .�i��—t✓W'1 (� �C�.i �. 4} 3 6 C7. z C 7` C7—— 0� z 33117 .23�3 fy = Sid 9 3 (v y 254 Bay Rd. Queensbury, NY 1�__..,4 • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com Job No. Sheet No. S of HAANEN ENGINEERING Subject By Date 7 w = l I i 7 ro 1 Tr l S IC : _ , �3 P tv /�7/ 4 (-�uA:2�L4- 254 Bay Rd. Queensbury, NY 1�__A • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com Shea Na. Jab W. jNG Svbleat N EA Hp�pNE pate Q r, : cs 04 toll, To 5,0 c,a S y i/�d'ct7 y�L �J � t J . . Vd�hl�hjhitc.com 51 ne. 5 Sl 7g3- 1 .� 125o4 ''4ueensaury, N 254 gay Rd Job No. Sheet No. J of HAANEN ENGINEERING Subject By Date 6-o,4L c /c (2,1(•)( (L 3 cello S 27,?3 @ AL Flt,,e,11 vrr J o-✓ „� 7 t,� ; it r7� f � z0o101L� � 254 Bay Rd. • Queensbury, NY 12804 • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com (,0-4 -5--Tr-�WL 57-74770"---) SEISMIC REVIEW SUMMARY PROJI CT: LOCATION: JP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) FE Section 1615.1.1 316 Ss (short period) e Figure 1615(1) 318 S, (I second period) _ ! Figure 1615(2). 31.9 Fa (site.coefficient—short) �z"� Table 16"15.1.2(1) 320 F, (site coefficient-1 sec.) , Table 1615.1.2Q) 320 S„. (short period adjusted) Equation 16-1.6 31-7 SM1 (1 sec. period adjusted)- .Iro Equation 1647 317 Sos (short period) r,3q�o Equation 16-18 320 So, (1 sec. period) 0233 Equation 16-19 320. Seismic Use Group:. C47�4& Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design.-Category. Table 16.1:6.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above tiro) design analysis and whether MEP systems must be braced. Analysis Procedure Used TL -- 4Se tion 1616.6 Y-,�.�� .�� a.��s� 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.?. Mechanical 1 & 345 Plumbing Section-1621.1.6 L347 l Electrical. 'ditto ditto JAM Page 10 of 10