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CC-000604-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 -- Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000604-2016 Date Issued: Wednesday, August 23, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000604-2016 has been completed. Tax Map Number: 308.20-1-3.5 Location: 54 Carey RD Owner: TRSB Enterprises,LLC Applicant: TRSB Enterprises,LLC This structure may be occupied as a:New Commercial Building 9,910 sq. ft. Rocksport(Climbing Gym) By Order of Town Board Cross Ref. Site Plan PZ-88-2016 TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �ot 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 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000604-2016 Tax Map No: 308.20-1-3.5 Permission is hereby granted to: Munter Enterprises,Inc. For property located at: 54 Carey 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 Type of Construction Owner Name: TRSB Enterprises,LLC Business Office-New $1,546,000.00 Owner Address: 54 Carey RD Total Value $1,546,000.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Munter Enterprises,Inc. 881 Murray RD Middle Grove,NY 12850 Plans&Specifications New Commercial Building 9,910 sq.ft. Rocksport(Climbing Gym) Cross Ref. Site Plan PZ-88-2016 $2,279.30 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,September 9,2017 (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 Q nsbury, Fr' ay,S �m r 9,2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only Date: 9-S 4-:'O-/6 Permit No. fes. TaxMap'1D A?D — /-,�,� Permit Fee .7,;qq 342 Zone CG Z Historic? _Yes L,-No Rec Fee �iubdivision Name Lot# Site Plan# SPR P Z diff-.).0140 Subdivision# Project Locationi ���i ice, 14 �� v TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) - - �s s Address 20 o sr 0 9 J V GAF ,UAV /Z6oc Phone/Email - 3 Zl- ZL'37 fr•ro s s= .)hoc Applicant FNtE PR/5 5 LLC Address a Jo 7NwFSTOQ/vE Cdufrev� uR N � Phone/Email S -_ZZl- F952 e5'eyco,cp Contractor 1v1L,A7Ek et4 ,5,,F-_ Address 881 WIvagAY P" 1VALE ak--V6 tqy Phone/Bmail 51�-SErt-�/7N i Kf 2M(iN7EC .vrrs SES. aM /'Contact Person for Building&Codes Compliance: ATa r c tc Suc,, -sir+ Phone S-/S- z z. TYPE OF CONSTRUCTION *'Check all that apply New Addition Alteration I"floor sf 2nd floor sf Total sf Height Single Family Two-Family Multi-Family (#of units Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other/(- t G' m t/W 1 SLc 9910 r k2Z i"/Aig Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business T/ts 1-2. _ a _ e7- Proposed TProposed use of building or addition Ct 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? IVO Are there easements on the property? Site Information: a. Dimensions or acreage of lot b. Is this a corner lot? _Yes _No c. Will the grade be changed as a result of construction _Yes _No d. Public water or Private well(circle one) Private e. Sewer or Private Septic System(circle one) Sewer QPriva Value of all work to be performed(labor or materials) $ /..5116,czao.ac. 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 NYS 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. I have read and agree to the above: PRINT NAME: DATE: Y / SIGNATURE: �/U DATE: For office use only Operating Permit Issued: Yes —No Occupancy Type Aonstruction Classification ssembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Fuel Burning Appliance & Chimney Application Office Use only /l Received DATE: 7- �!1"�6 Tax Map ID r*vAXMAP ID: ";0Permit No. SP 9 2016 Permit Fee LONE: OWNER TQC fu G� G PHONE/E MAn ADDRESS INSTALLER/ �v�f��. �_�fes, f �j� HO�NE/E-MAIL 1 BUILDER �`��/�ri//'95f �l.�i� 4'� ,v ,mss- ✓/,�f�'G✓7� /�/i�®/lll�il/Gl'C /� CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: /,e yi PHONE/E-MAIL BUILDING ADDRESS r7 ! P ROOM OF INSTALL: L�/F_Cl/. Ocaa7 PLANNED INSTALL DATE: Ds r FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN& STOVE FINAL INSPECTION ARE FIREPLACE INSERT REQUIRED. FIREPLACE,FACTORY BUILT* NOTE: MANUFACTURER'S FIREPLACE,MASONRY INSTALLATION MANUAL FURNACE MUST BE AVAILABLE AT TIME OF INSPECTION *If factory built provide manufacturer name: Model#: Listed by: Number: CHIMNEY INFORMATION Masonry** (check one) _BLOCK —BRICK _STONE Flue _TIE _STEEL _Size in inches Material _DOUBLE WALL _TRIPLE WALL _INSULATED ** If non-masonry provide manufacturer name: ;Model#: DECLARATION: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations,and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO THE ABOVE: ,,,gRINT NAME: c�j7 /l� DATE: IGNATURE: DATE: 77744 Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 SEPTIC DISPOSAL APPLICATION Office Use Only �} Received DATE: Tax Map ID '~'AX MAP ID: ���yp — /= 3.S SEP 09 1015 Permit No. ZONE: ez–= Permit Fee APPLICANT PHONE/E-MAIL ADDRESS /�/✓.-l�we�f�l�/. Qv<uv / .f/ /��o fi�x.�s®y.�/,r�•�o� INSTALLER/ :� '�� �/ s=�G• PHONE/E-MAIL 1O BUILDER �/�' �j� JG �4 OWNER 7WfO' �n7Z rise GLG 6�P/3A/c��d fcrLs® ,clia�.�o ADDRESS CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: PHONE/E-MAIL rl/J� 3.���.5� .6/vilo�n/`/i�i i/d�i•sy� .�j,�y RESIDENCE INFORMATION Year Built #of bedrooms X gallons per bedroom =total Daily flow 1980 or older Garbage grinder installed Yes No 1981-1991 Spa or Hot Tub installed _Yes —No 1992-Present ARCEL INFORMATION Topography Flat rolling _Steep slope _%Slope Soil Nature /Sand _Loam _Clay _Other Groundwater At what depth: ��7 Bedrock/Impervious material At what depth: Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank size OGI'� gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub System Absorption field with#2 stone Total length R;Each Trench Seepage Pit with#3 stone How many: _;Size Alternative System Bed or other type: Holding Tank System Total required capacity? Tank size #of tanks_ ��" %D/' S�i�ii/�im iYr. St.G �G'�,s'Y��e�f�/i//�l+t�Fs�Cty %k. t�7k� Fi�,�rrir�e.•iilq) Notes: I)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file–no exceptions. Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. .RINT NAME: DATE: ?19;11r6 SIGNATURE: �D�c �' DATE: IV Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 FIRE MARSHAL'S OFFICE Toum of Queensbury 742 Bay Road, Queensbun/, NY 12804 " Home of Natural Beauty ... A Good Place to Live 10 p� PLAN REVIEW N m TRSB Enterprises — 54 Carey Road '0 E o A-4 9800 sf U 0 U 8400sf floor/ 1400sf mezzanine 0 U 33: 8/4/2016 fl z Eva Plan review based on submittals: M 'Q r O • Carbon Monoxide detection is required in the spaceo CN Y w o • Fire extinguisher details and locations to be discussed c6 u H U • Verify lock/ latches compliance M � Lo • Provide a detailed exit and emergency lighting plan, FM to very compliance. Exterior emergency lighting is required • Truss ID required on all ingress, egress doors and FDC • Provide complete fire alarm plans for review prior to installation • Provide complete sprinkler system plan prior to installation Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemnrshalQgta'ensbumnet • zvzuw.queensbunt.net L TOWN OF QUEENSBURY WATER DEPARTMENT 823 CORINTH ROAD* QUEENSBURY,NEW YORK 12804 * PHONE(518)793-8866 * FAX(518)798-3320 CHRIS HARRINGTON ALEX BENWAY Superintendent Engineer mmum �c��� Wpm LOCATION: 54 Carey Road, Queensbury, NY 12804 DATE: 3/17/2017 TEST PRESSURE: 200 psi LENGTH OF PIPE: 140'-0" SIZE OF PIPE: 6" DURATION: 2 HOURS START TIME: 9:15 am END TIME: 11:15 am STARTING PRESSURE: 200 psi END PRESSURE: 200 psi TOTAL LOSS: NONE ALLOWABLE LOSS: WITHIN AW WA C-600 GUIDELINES? ® YES ❑ NO WITNESSED BY: Dan Bruno 27 Kent Street,Suite 102 Certified National Analytic Labe d® Ballston Spa,NY 12020 CNA1 YRIXXIXO WRi[XXOX[O[R!l!WR[IX'XIIRfpOX [ CERTIFICATE OF ANALYSIS NY Lab ID 11534 Project Name: 54 Carey Rd Queensbury NY 12804 Workordcr: CO24305 Jon Davis 360 Allen Road Porter Comers,NY 12859 Project Name and Number: 54 Carey Rd Queensbury NY 12804 March 20,2017 Dear Jon Davis, This report relates only to the sample(s)as received by the laboratory.Laboratory reports may not be reproduced, except in full,without the written approval of the laboratory. The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report. Caution is advised for the utilization of preliminary data included in reports labeled as'Preliminary Report"and should not be used for regulatory purposes. A laboratory signature is provided on final reports only. If you have any questions in reference to this laboratory report, please contact your CNA Environmental project coordinator or laboratory manager listed at the bottom of this report at(518) 884-0800. Note: This cover page is included as part of the Analytical Report and must be retained as a permanent record thereof. CNA Environmental,LLC The results in this report apply to the samples analyzed In accordance with the chain of custody document.This analytical report must be repmduced in its entirety. Dakota Snyder,Field Coordinator Pagel of 4 27 Kent Street,Suite 102 Cenifiad National Analytic Labe a® Ballston Spa,NY 12020 CN/ lm onwmx�.ra•non.wruu u+v •nnrooxux Client: Jon Davis 360 Allen Road Porter Corners,NY 12859 Proiect: 54 Carey Rd CNA Environmental,LLC received the sample(s)associated with this batch in compliance with NYSDOH guidelines. The requested analysis methods and results are detailed in the following data summary reports. Any exceptions to method procedures are listed in the comments section below. To meet the New York Sanitary Code for Public Drinking Water,Total Coliform must be absent or<1;all other analytes must be less than or equal to the MCL. Microbioloeical Parameters: "Absence"indicates the absence of Coliform bacteria. Sample(s)meet the NYSDOH MCL criteria for the parameters shown in the results section. Lab ID: CO24305-01 Date Collected: 03/17/17 10:00 Matrix: Drinking Water Sample ID: Hydrant Date Received: 03/17/1715:15 Microbiological Parameters Analvite Results Roo Vn& HU RL Method Analyzed Prepared MCL, Total Coliform Absence NEG cru/loo ml 1 SM 9223 B 03/18/1713:33 03/18/17 1 CNA Environmental,LLC The results in this mpon apply to the samples analned in accordance will,the chain of cwtody document.This analytical report must be reproduced in its entirely. Dakota Snyder,Field Coordinator Page 2 of 4 Cerfified llatkna(Analp is Labe d® 27 Kent Street,Suite 102 CN�®® Ballston Spa,NY 12020 YlrXl�Na YlifllYPNpiaNLf XRIYNrlltpaYl,Y Notes and Definitions NEG sample NEGATIVE for E.Call DET Analyte DETECTED ND Analyte NOT DETECTED at or above the Reporting LImft(RL) NR Net Reported dry sample results reported on a dry weight basis RPD Relatwe Percent Difference < Les than reporting limit Less than or equal to taperers limit > Greater than reporting limit Greater than or equal to reporting limit MDL Method Detection Limit RL Reporting Unst MOL/AL Maxam Contaminant Level'/Action Lever mg/kg wet Results reported as wet weight Mc Total Threshold Limit Concentration STLC sense Threshed Dma Concentration TW Toxicity Orxrecteristic l sachata Procelure "MCL values listed in this report are taken from the New York State Department of Health Part 5,Subpart 5-1 Public Water System Tables. A full list of parameters and their associated MCL values can be found on the New York Department of Health's website,www.health.ny.gov. Please note that some parameters tested may not have an associated MCL value. In other cases,a listed MCL value may refer to a reco mmended result limit or result equivalent to another parameter;as is the case for heterotrophic plate count(HPC). HPC results equal to or less than 500 colonies/mL is considered to be equivalent to a measurable free chlorine residual. All work performed by CNA Environmental,LLC is subject to its terms and conditions of services viewable at our office and our website:www.cnawater.com/about-us/temg CNA Environmental,LLC The results in this report apply to the samples analyzed in accordance with the chain of custody document.This analytical report must be reproduced in its entirety. Dakota Snyder,Field Coordinator Page 3 of 4 CNA Environmental LLC. Ce hfied NaBonalAnalytic Labs i)17v,/ 27 Kent Street 172 Ridge Street o Ballston Spa, NY 12020 Glens Falls, NY 12801 aC N�� (518) 8840800 (518) 792-1170 Do a DRINAM WATER•NOM-POIABtE WATER•MILN•FOOD-AIR Fax#(518)8840801 Fax#(518)792-1261 Main Office and Lab Satellite Office(Sample Receipt) M-F&00 AM-4:30 PM Set 10:00 AM Noun M-F&00 AM-3:30 PM Chain of Custody Form c) Z C/3 cx5- 0ymer Nam Property Address of Site Sampled Contac Phone Person Ing sample(s) �s� Z40 )a6 y � oh 360 Aann� Public Water Supply#: Sample Source(public water,well,pond,etc) / r ,� ater Types: DW=Drinking water(chlorination,UV system,residential well) 10105i6_7 Qf WRaw=Untreated source water,­.=Non potable other(le lake),W W=waste water. Lab ID Sample Point Date Time AM Grab or Water #of Analysis (CNA Use) pt# Composite Type bottles Required -Z S117 OfV(l 101 6) � aP A/P aP aP AIP AIP AIP AIP AIP A/P A/P AIP Olin I y. Received by: Date/Time: Re nqul Received by: DatelTime: Relinquished by. Rxely b La o n Ballston Spa: Daternme: CNA Environmental,LLC•s mission Is to be certified by t e N York Slate Dept.of Health to perform the folowing analyses: Potable water. alkalinity,cakium hardness,chloride.coNfom, color,conductivity,copper,oonmslvlty,e.Col,fluoride,Iran,lead,manganese,nitrate,nitrite,odor,pH,silver,sodium, solids(total dissolved),standard plate count.sulfate,turbidity and Am. Non Potable water: ammonia,BOD,CBOD,conform(fecal and total),chromium,e.Col,hardness(tolal),imn,lead,manganese,nickel,nitrate,nitrite,pH,phenols,silver,solds (dissolved,settleable and suspended),specific conductance,sulfate,suNtle,Nnbldlly,and zinc. CNA also conducts hardness(total)and sulfide on potable Water and dissolved oxygen on non-potable water. All other analyses will be forwarded to an NYS DOH ELAP/NELAC approved laboratory. CNA reserves the right to use an approved laboratory for any and all analyses In the event that CNA Is unable to perform an analysis. Sample Retention I Imes:Finished Products are Kept until code date unless othenvise adi,1844.Environmentalsponges,wa er,and any other samples that have a hold thme'Wilnot be saved after leading is complete,unless otherwise Instructed by the regulatory body.Any atypical results:the client is contacted ASAP and CNA retains the sample based on the Ifiracbm olven by bys clam on how to CNA USE ONLY COC Complete: N Temp. Upon Receipt a2/, VC, Samples were:Ship/ 1an /Drop Properly Preserved: Y�N On Ice/Cooling: Y Containers Intact &2N Labels Match COC:Q9 N Method of Payment Mailing/Billing Address: Comments: Email: Chlorine Residual(mgll): 1Na2S2O3UsedCYA1 Cer46ed Nabonal Ana[Ac Labs a® 27 Kent Street,Suite 102 C��®® aallston Spa,NY 12020 onminc�mn xon.ronne xxree.ane rocxue CERTIFICATE OF ANALYSIS NY Lab ID 11534 Project Name: 54 Carey Rd,Queesnbury NY 12804 Workorder: 0024323 Jon Davis 360 Allen Road Porter Corners,NY 12859 Project Name and Number: 54 Carey Rd,Queensbury NY 12804 March 20,2017 Dear Jon Davis, This report relates only to the sample(s)as received by the laboratory. Laboratory reports may not be reproduced, except in full,without the written approval of the laboratory. The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report.Caution is advised for the utilization of preliminary data included in reports labeled as'Preliminary Report"and should not be used for regulatory purposes. A laboratory signature is provided on final reports only. If you have any questions in reference to this laboratory report, please contact your CNA Environmental project coordinator or laboratory manager listed at the bottom of this report at(518) 884-0800. Note:This cover page is included as part of the Analytical Report and must be retained as a permanent record thereof. CNA Environmental,LLC The results in this n pon apply to the samples analysed in accordance with the chain of /4 custody docament.Tuts analyrica!repan mast be reproduced In its entirety. Dakota Snyder,Field Coordinator Pagel of 4 27 Kent Street,Suite 102 Carfified Nadonel Anal Oc Labs d® Ballston Spa,NY 12020 CNA rr xnxamx um.xox.wnxu mm nu•raoo.xu Client: Jon Davis 360 Allen Road Porter Comers,NY 12859 Project: 54 Carey Rd CNA Environmental,LLC received the sample(s)associated with this batch in compliance with NYSDOH guidelines. The requested analysis methods and results are detailed in the following data summary reports. Any exceptions to method procedures are listed in the comments section below. To meet the New York Sanitary Code for Public Drinking Water,Total Coliform must be absent or<1;all other analytes must be less than or equal to the MCL. Microbiological Parameters: "Absence"indicates the absence of Coliform bacteria. Sample(s)meet the NYSDOH MCL criteria for the parameters shown in the results section. Lab ID: 0024323-01 Date Collected: 03/18/1709:00 Matrix: Drinking Water Sample ID: Hydrant Date Received: 03/18/17 10:00 Microbiological Parameters Analyte Results Flap Units HU RL Method Analyzed Prepared MCI, Total Coliform Absence NEG CFU/100 mi 1 SM 9223 B 03/18/1713:33 03/18/17 1 CNA Environmental,LLC The results in this repast apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its endrety. CY .V' Dakota Snyder,Field Coordinator Page 2 of 4 Certified National Analytic Labs ©® 27 Kent Street,Suite 302 CN�®® Ballston Spa,NY 12020 IIII Yxl@•mLx-1000.111 Notes and Definitions NEG Sample NEGATIVE far E.Coll DET Analyte DEFECTED ND Analyte NOT DETECTED at or above the Reporting UmR(RL) NR Not RepWW dry Sample results reportetl an a dry weight basis RPD Relative Percent Difference < tess thanreporting limit Cess man or equal to reporting limit > Greater tllanreportng limit Greater than or equal to reporting lima MDL Methal Detechon limit RL Reporting Umlt MCUAL Maxium Contaminant level'/Actlon Level mg/kg wet Results reportall as wet weight TRC Total Threstwid Umit Concentration SRC Soluble Threshold Uma Concentration TCtP Toxicity Characteristic Leachate Pmceciure 'MCL values listed in this report are taken from the New York State Department of Health Part 5,Subpart 5-1 Public Water System Tables. A full list of parameters and their associated MCL values can be found on the New York Department of Health's website,www.health.ny.gov. Please note that some parameters tested may not have an associated MCL value. In other cases, a listed MCL value may refer to a reco mmended result limit or result equivalent to another parameter;as is the case for heterotrophic plate count(HPC). HPC results equal to or less than 500 colonies/mL is considered to be equivalent to a measurable free chlorine residual. All work performed by CNA Environmental,LLC is subject to its terms and conditions of services viewable at our office and our website:www.cnawater.com/about-us/terms CNA Environmental,LLC The results in this report apply to the samples onalyecd in accordance with the chain of 1I /4 custody document.This analytical repon muss be reproduced in its entirety. Dakota Snyder,Field Coordinator Page 3 of 4 _ Certified Nationalpnaiytic Labs CNA Environmental LLC. � � �Y 27 Kent Street 172 Ridge Street o CN��= Ballston Spa, NY 12020 Glens Falls, NY 12801 518 884-0800 (518) 792-1170 Fax#(518)8840801 Fax#(518)792-1261 D" DRINKING WATER-NOR POTABLE WATER•MILK-F00D•AIR Main Office and Lab Satellite Office(Sample Receipt) M-F 8:00 AM-4:30 PM Sat 10:00 AM-Noon M-F 8:00 AM-3:30 PM Chain of Custody Form CN Z y 3 Z 3 Owner Name&Property Address of Site Sampled Contact Phone Person taking sample(s) II 1 Public Water Supply#: Sample Source(public water,well,pond,etc) A Water Types: DW=Drinking water(chlorination,UV system,residential well) Raw=Untreated source water,NPW=Non-potable other(Ie lake),WW=waste water. Lab ID AM Grab or Water #of Analysis (CNA Use) Sample Point Date Time PM Composite Type bottles Required 77 q A/P AIP AIP AIP AIP AIP A/P AIP A/P AIP AIP AIP Relinquished by: Received by. Daterrime: Relinquished by: Received by: DaterTime: Relinquished by: Received by Laboratory In Ballston Spa: CNA Environmental,LLC's mission Is to be certified by the New York State Dept.of Health to perform the following analyses: s Potable water: alkalinity,calcium hardness,chloride,coliform, color,conductivity.copper.conoslvity,e.Cot,full Iron,lead,manganese,nitrate,nibile,odor,pH,Silver,sodium, scuds(total dissolved),standard plate count•sulfate,turbidity and zinc. Non-Potable water: ammonia,SOD.CEIOD,coliform(fecal and total),chromium,e.Coli,hardness(total),iron,lead,manganese,nickel,nitrate,nitrile,pH,phenols,silver,solids (dissolved,settleable and suspended).specific conductance,sulfate,sulfide,turbidity,and zinc. CNA also conducts hardness(total)and sutlide on potable water and dlssoNed oxygen on non-potable water. All other analyses will be forwarded to an NYS DOH ELAP/NELAC approved laboratory. CNA reserves the fight to use an approved laboratory for any and all analyses in the event that GNA is unable to perform an analysis. amp e e en ion I Imes:Mmished pro uc s are Kept until woe date unless o erwlse savisea.Environmentalsponges,water,and any other camp es a ave e a ime will not be saved after testing is complete,unless otherwise Instructed by the regulatory body.Any atypical results:the client is contacted ASAP and CNA retains the sample based on the direction niven by the client on how to Tmoceed. CNA USE ONLY COC Complete: [[N�� Temp. Upon Receipt: l�• L Samples were: Ship/Honn /Drop Properly Preserved: (J N On Ice/Cooling: 0 ""N Containers Intact: Y N Labels Match COC: N Method of Payment: Mailing/Billing ress: Comments: Z00 � Email: Chlorine Residual(mg/I): INa2S203 Used:Y/N WALMOPIR Final Approval Letter USA - NY - Rock Sport Rosecrans The structure of the Climbing Walls has been erected in accordance with the approved by client shop drawings and following standards: - CWA 2009 (Climbing Wall Association) and EN 12572 (European standard for artificial climbing structures on which the CWA2009 is based) - IBC 2015 - EN 1993 - EN12572-1 and EN12572-2 - EN-10025:2005 - EN ISO 15048-1 - EN ISO 898-1 - EN 1011-1, 2 KAMAPA!ih HHA{EHENH B HHBERW OHHOTO OPOEMPAHE KUUn] _ HMHA nPONTAHITXA BPABOCBO(OMa .,,Ne 13078 [cuwA HHM.rime KCC -rF.0pB EI OB " 4ac�va npocrcn. /�. na YiWt�a:pCuxe (Icn'nY (/_. ... _ ...._....... ,onnn __—,.-- 9A.-MMIMHOYAOU00EPE:N i4'__ AMAHHA Eng. P. Petrov ---- ........................................ Sign and Stamp REVISIONS: No. Date F.I.C2.1-RHSl20x6Ox3 \�� m me ,tyw— emir IacaOon &Beall CCtlumn u2 Dart F.I.1-1027-1438 member lert I: �� membe a Brare>_xaro�a�av oamDacav s-aeDDDd mwre Dan pmletl le-xr DRAWINGSINDU eSTRUCTURAL SIM-COVER SM.I.HEET,GENERAL NOTES,3D VlL -PanI S101-Base PL-Aa parts \'\ S10Z ft 107-SCO ONSAllpans 5103.-HORVEC LS,•Panl SIBS•HORIZONTALS,OIAGONAISAND SUPPORTS•Panl CONVERSION CHART CQl RATA USA Rock Sport BOLTS 2012 VaRIJ6NU NEWU.S(SOFTCQWEFZS1)M TGFfFENM TOROUP• M10 318•dr—ter 49 N-III(369-0 M12 72'dalreter BSN-m(63b-ft) C IIA INO A M76 9B-d ter 210 Nm(1559>f0 LIVE LOADS(PER CL%1aU1G WALL ASSOCIATION(wvnv.cGmLin v Ilindust o )DESIGN SP"cCff�AT10!: - ;. ; . .. .. 'All lreuic Notts are LSO Grade 8,8(Fd 800 MPa(116 ks),F�640 Wo l93 xs)) kl ERA SPECIf1CA710 FOR�DESIGNAND ENGINEERINGOF ARTIFICIAL ^1.13x.tightenng torques correspor ding to 85%of the boa yield strength,for a friction well.of 0.15 COMBING STRUCTUR S,F4ZST F 1♦,2009) '' '' ' ' MEMBERS PLW 21 M(314') 3 . .. .. .. . . .. WRiClmrl" US(SOFf00t SsioM STEELSTRUCTURE 4 .... . . . DRAWING 4ox4N2-5 ,-sax,-saxvB• � INCLUDES: 60x60x3 2-3a z 2-3a x 1a TOTAL DEAD LOAD 7 @l31W .. .. /8DxBOx3 3-118x 3-1a:118' .BDx40x3 3-,16•x,-518•x118• PART_I 10G50x3 3.71T Tx 118- USA—t1Y—RgSSU5 . .. . ...l20xl2Dx4 4.314•.4.314•x114• General notes EA 0 AKE NDATA .. . . .. .120x60+3 4-314'z 2-318'x 118' ..:32x2 1,26'duz0.08• S_ 0.2369 ... .. .. .. 42.4x2 1,67•da:O,8• DRAWN: eng.P.Vasileva 26,9x2.6 1,W dax 0,10' 0.0819 S„• 0.1899 B:oulcler: Wall WallCHECKED:ENG.P.PETROV —AC steel nenbers are Euopean Grade S235JR(EN 10025) S} 0.0939 .. ... .. .. .. .. .. . . . . . SCALE:1:60FDfmatARCHD F,=235hPz(34ksi) SffEC GvS C .. .. ... ... .. .. .. ... . F„=360 MP3(52 Ys) Z 2 Z E=210,000 f7Pa(30.400 k9) gE MICDESIONCATEGORye 156.m. . 334 m 258 m PROJECT NO.:2188 I N92188 II N°2187 II N92187 O O. ... . .. . . . . .. . . .. . O SHEET:5100 DRAWING:M00 REVISIONS: No. Date Base plan at level±0.00m Y (EMP IA, Y IAS Y qD 1.03 Y T ( D O.OJ ^ ^ OA6'd• GP ND (P T � GpIT, T (P T T T n15 T € T r.,}' T.,,;' T-1,} T.,,;' Y-,f}• T �� Y}• Yo]' Tz�T Y T T TS} YI Yf Y1e} i �a S_,}• S_,} T .'.�. S�' Y.,;• T T T T Y T T T T I I I I Qua' it I r,; y I on ete lwN sten lumn Concrete, Ifeel townCam,.] Steel column feel columnn ete Gmuf ncreteSteel co umn aoaooiai/ io �oaoaiiroioiioiiraiaaoiiiaaaaoia/�oaaioi/oiiioii�iroiiaa�oaa �aiaoo/�oiiioa%�riirr�oi�00000i oiaia ir0000i�riiooiarpiorioo�rr000ioiiiai Hclonno / I I I I I I ! .l I I I ' i i i i -DetzDetz 'Det2^ i i i i i i t-0�' / Hemnno D� Dot Del Dela pet Do13 Det3 "Dot Deta Del 'Deli IDotz Te § ! `x' ! ! "� ! I ? l v IDel2 Detz eere Detet2 - -1- I I I I t I I I I I I -- _--- - „ el 5 `. I 1 I I I I I I I I Det------ —'—.—....f ———---- - ------- Det 13 6I2 ” o a o-- ---- ---- -- -- -- ------ -- ----- _ ---- ----i---- Del - Helpline T-r}• S 1 1 - I ,- _ _ --- - 0-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. ---- Steel column IDel 14 n ,.�,Det Dot, De ��Conuete bord i a i :Dol 16 IDettfi e' ; e D , 1 • cAp ,:<i 1 Y.,;- Yom}• i 'TY.,p'i T.,p I T.„t l >z r LE r /Conueto bore DRAWING a INCLUDES: ,.,�. PART-] Base plan at level ±0.00m DRAWN: eng.P.Vasileva N W CHECKED:ENG.P.PETROV SCALEAM FDlmatARCH D PROJECT NO.:2188 SHEET:S101 DRAWING:M01 REVISIONS: No. Date Bottom contour at level+0.03m Cp IAB Ln] Cp Q QI I I I I I 1 I I I 1 I \J I I I I I I I I I I I I I n I I 1 I I I I I 1 I I I 1 feel column I Steel mlumn i i 1 i i i I i $feel mlumn Sleel wlClhn /Steel Eolumn teel mlu Steel column noels Grout I I I I / �Contre[e Grout I I 1 I /�nCfet9 roUi ! I \`. / I I npelelbord I OnU¢te G{Cut I__-, I I ��Conflell Groul I 1 / Concrete Groui / o Of//////�'////////////rY///////////�'/////////l/rY///////////L'//I Hem ens - \ ;xS I i i i 1 i i i i - I I I M1 11� / ® 1 zno� 'r - I 1 i I �\ o-�---1- --- -- --- -;=----- ._._._i_._._._. ---------- r Ste Q5' C:t f elk I i ''Oi5' \'• ' s 1 ' l ! -I cc'UII zC ! Izo / .!i I DRAWING INCLUDES: 77 PART I — Bottom contour at level+0.03m leva CHECKED: I ENG.P.PETROV SCALE:1:60 FOrmaL'ARCH D PROJECT NO.:2188 SHEET:S102 DRAWING:M02 REVISIONS: No. Date ® 3 I I I I I I I I I L I I I I � V - - - - - - - - - 3 I _ I - - - - - - - r 01I A � I t I I DRAWING e — INCLUDES: 3 PART_I 3 3 3 3 Attachment to existing _ r construction w DRAWN: eng.P.Vasileva CHECKED:ENG.P.PETROV SCALE:1:30 FennatARCH D PROJECT NO.:2188 SHEET:S103 DRAWING:M03 REVISIONS: No. Date I � m � A I 3 � I I I 3 I I I I I _ I - 1I III I I I � r I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - - - _ - - — _ _ _ I w I I r I I I I I nu} I V — — — — — — — r, — — — — — — — — — — — — — - I I DRAWING INCLUDES: I - PART_I = r - Attachment to existing a construction 3 DRAWN: eng.P.Vasileva CHECKED:ENG.P.PETROV DSCALE:1:30 F,,atARCH D r }. PROJECT NO.:2188 SHEET:5104 DRAWING:M03 REVISIONS: No. Date Section on axis 1.01 Section on axis 1.02 Section on axis 1.03 Section on axis 1.04 Section on axis 1.05 07 i r-j P325 P325 P.325 P3 / P325 325 325 P325I 325 17 325 515 325 I I I Det t01 o � Det 1 Det 1 D s I i I I I 9tiv Del 1 / d 31 1 mI sl 'Y I I I I I I I I I I I I I I I I I MAT MAT MAT MAT MAT I I I I I +O aD I .OW I I I wp0 +000 *000 ExlsOng floor E&gog floor ExisOng floor ExlsOng floor ExlsOng floor Section on axis 1.06 Section on axis 1.07 Section on axis 1.08 Section on axis 1.09 Section on axis 1.10 rJ r-i p.g 3 Dell 5]5 1325 575 275 P-600 30 32525 De[12 553 i 32525 -- — — Ip m I $o Del W o os i o• � � a � j Q,y3 I I Det 1 I Del 1 os Det t I Det 1 7 0500 .sl a I I I o• I o• I I I I I rJ e rJ j I Det t ? Det t2 x Det 72 0p DRAWING I Det 12 INCLUDES: Deli Q�nm I PART_I Sections I I I I MAr I I I MATMAT hL4T t2 I I I MAT +000� DRAWN: eng.P.Vasileva CHECKED:ENG.P.PETROV +000 +0.00 extscngfloor SCALE:1:30Fonnat:ARCHD E.Urg floor sung floor / EAsOng poor/ PROJECT NO.:2188 E'sdog floor SHEET:S105 DRAWING:M04 REVISIONS: No. Date Section on axis 1.11 Section on axis 1.12 Section an axis 1.13 Section on axis 1.14 Section on axis 1.15 9EOl 1 bZ9 624 / 659 Q 11 \ 0y F.I.S005-63 Q P^ 91 F.I.S005-63 \ F.I.S00563 Ox --- \\ Det 12 Det 1 Del 1 / 6 a \ \ \ ExkBng sicel mlumn \ �a P- \ Det 1 \\ Det 1 \ j p5tiy St2 \ et 12 a� \ \ / \ et 12 et 12 Det 12 Det 1 I rl / I e I Deli a I 4Po / I i I I � •6 y l y l I Det i o ay o I y l Det 1 ;a / fMAT I AT I MAT MAT MAT IrE E 2 Z w00 a woo m +000 +000 +000 316 Exlsting floor ExlstMg goo, Etls9ng floor Eamng floor E dsbg floor Section on axis 1.18 Section on axis 1.16 Section on axis 1.17 Section on axis 1.19 Section on axis 1.20 25 Det 12 4ELL 914 1 OL -d %2 I 618 Det 12 - I 542 t8e5mt F.1.5003-2070 / c gfie oy / I F.1.5002-117 / Det 12 I �' � HH1 �, I I titi• I I I Det 12 I I sy / i $ Det 12 ti - day / a D h l 26` I Det 12 Det 12 q I ° tic � o, Det 1 m I Del 12 ^i 1 Det 12 Dot 12 //pA1A MAT MATMAT MAT MAT g / Q MAT DRAWING P-000 i P 6P� see 475 INCLUDES: r P-0 593 +000 P-500 DOb•d +g Og 000 I 408 w 00 I I 481 w 00 PART_I Exiswg floor Exisflng floor ExisOng Boor Fxls9ng Door ExlsBng floor Sections DRAWN: eng.P.Vasileva CHECKED:ENG.P.PETROV SCALE:1:30 FOnnat:ARCH D PROJECT NO.:2188 SHEET:5106 DRAWING:M04 REVISIONS: No. Date Section on axis 1.22 Section on axis 1.23 Section on axis 1.24 Section on axis 1.21 L99 9LL F.1.5001-914 4 -d `�9 0 I I 1000 895 457 De[12 612 I Det 3 E 0 -d el p'9 Bfb II '1� 00 - Det 1 ( I Pd LSO Det i I I I I / Det 12 I o I I I � S'' 966 166 I s� I Lgg os Det 12 .s Del 12 I / .d y I l d Det sspyP I PP p• I / I I I I ry m Ery y1e o•S `�s 3/d Del 12 I i I I I I I aes 9 I I I Det 1 - n I I 100 Det 12 ,9 Det 12 - Sz I I 6g1 4'2` 9L I I I tib�•a p^ii -------- I I A I Det 1 I Det 1 V 4 sJp I 566 I s o� MAT I i i MAT MAT MAT MAT MAT LL Det 12 Esh OP d p 92 I I +9 0o w o0 I I Exlsanq floor Exlsnnn floor EdsW g floor Etlsnng floor Section on axis 1.25 Section on axis 1.26 T. Det 12 p � LLOL Dot 12 av " 556 d IF, ,n av I I II I Lp I ? I I Det 12 \ I I \ I I I I • I I � N / a Be, I'• I � S 9 I � / / I Det 12 I DI e112 et 12 I I I � I I P/ P 1 I \ 2 93 I 6 T DRAWING I INCLUDES: . 4 `j / I I / Dot PART—I I Det 12 D t 1 2 — 1 A MAT � MAT I Sections 16L6 / ptir00 I o- 445 +o.00 I I woo . DRAWN: 9 en.P.Vaslleva E&HIn9 ooflr Exl:nne now CHECKED:ENG.P.PETROV SC L . A E•i.30 FonnaL•ARCH D PROJECT NO.:2188 SHEET:S107 DRAWING:M04 REVISIONS: No. Date N !7 1-54 2 S �N s, 5°3s Det 1 .!y pp,$62 FIHpp1 et 1 1 ..0010.10605 > F.I.H022-1391 Det .662 I °3s N i I I pp,Z62 et 1 , .!yO? i Det I � / F,H Sys !yPo FSHoo '!H I h I °02 et 9 I I '�! yOp'> °jo yid100 > t 9 I I I I I I o , , I 1 i Det1 I !H I I >oP I I i I I z I I I o I I I ' et 10 002.1520 O I � o ' .I.D004.132 I I o p'O Det 9 / Det 9 N a' „ 10 Q' F.LH026-2617 1 F.I.H006-1177 F.I.H026-2617 F ti F /yPo9�2 p6.p� Q++''�0• .!S•°0jt9! F1.H�6"1916 F.I.H076-1010F\Sp I.H07 I I 1.'17 / F.I.H013-160 9>) _1 / F,I.H016.1010 et 9 \\ \ /� I H � F\ ��— I F.(Ii°�•f040\\ / DRAWING INCLUDES: PART_I HORIZONTALS, / / / --- --_ DIAGONALS AND SUPPORTS DRAWN: eng.P.Vasileva taa / / CHECKED:ENG.P.PETROV SCALE:1:30 F0-at•ARCH D X24 PROJECT NO.:2188 SHEET:S108 DRAWING:M05 REVISIONS: MEMBERLEGEND No. Date F.ILC53.1-RHS120x6Ox3 membert pelsize member location B-Beam/C-Column structure part roect letter CONVERSION CHART Ls�-- 1-11, member len th # BOLTS orizontall 6dla onal/S-su ort WIRV U.S.(SOFI-CONVERSION; TIGHTENING TORQUE-318"diamter 49 N-m(36lbdq ro ect letter M2 1/2"diameter 85 PFm(63lb-ft) M16 518"diameter 21014.m(155lb-f0metric bolts are ISO Grade 8.8 IF,�=800 NPS(116 ksi),F,=640 NPS(93 ksi)) DRAWINGS INDEX "Max.tightening torques corresponding to 85%of the bot yield strength,for a friction coeff.of 0.15 STRUCTURAL MEMBERS S200-COVER SHEET,GENERAL NOTES,3D VIEW S201-S202-ATTACHMENTS TO THE EXISTING CONSTRUCTION U.S.(SOFTOONVFRSIOM 5203-5212-SECTIONS 50x5Ox3 2"x 2"x 1/8" S213-5215-Hodzontals,Dlagonals and Supports 60x60x3 2-318"x 2-318"x 1/8" S216-S217-Details 100x100x3 3-7/8"x 3-718"x 118" 100x5ox3 3-7/8"x 2"x 1/8" 1202120x4 4-314"x4-314"x 1/4" DeION OAia 120x60x3 4-3/4"x 2-3/8"x 1/8" 12060x44-3/4"x 2-318"x 1/4" 2012 NT8dAT L SMCODE 0 U 160x80x3 6-19/64"z 3-5/32"x 1/8" 200x100x4 7-718"x 3-15116"x 1/4" amw WALLLO1TS a 00 0 LNELOADS(P3t Clf.9W WALL ASSOQATxNJ(www.CMM,11wa4Mntry.o,plDEiK'Y+SPECFxATgN N N L 32x2 1,26"diax 0,68" GENERALSPECIFICATION FOR TH6DESIONANDENGMEERING OFARrIFICIAL U N >+ 3 42,4x2 1,67"did x 0,08" CLIMaINO STRLCTWtES.FIRST SXTXK oxs) 0 OfM 26,9x2,6 1,06"dia x 0,10" CO Y U C 0.W21 mm(ali') ] LL7 U N '••All steel members are European Grade S235JR(HN 10025) STEEL STRUCTURE I S, F,=235 MPa(34 ksi) TOTALOEAD LOAD 7 EchgA Z _ F„=360 NPa(52 Its.) W -0 O O E=210,000 NPa(30,400 ks�) FA J O O OUeenc0uly,W.LSA U W S, 01e611 S,=0.08111 S,OAB99 SITEOLASS C CLIMBING WALL LOADING NOTES sas AC DFS GN UTFroR D - 1.The live load is based on a falling climber and has a design load taken as 10 kN (factored)as per CWA 2009(Climbing Wall Association)and EN 12572(European standard for artificial climbing structures on which the CWA2009 is based) 2.Hanging climber is taken as 38%of the live load(or 38%of a falling climber) 3.The maximum design load is applied at only one axis when combined with other <n loads as it is statistically impossible for more than one climber to fall simultaneously. m Therefore the maximum design combination is 1.2DL+1.61-1-at one point on the axis < and at every other point apply only 1.2DL. cn Z) 4.All remaining axis should have the design load applied as 38%of the live load for a y- _ roped climber and thHerefore the design load is 1.2DL+1.6(0.38)LL at one point on o Z the axis and at every other point apply only 1.2DL. rC Y � STRUCTURALSTEEL o c Of ro 1.All design and loading conforms with the IBC 2012. 2.Fabrication and erection of structural steel shall be in accordance with the current edition of the EN 1993. Z 3.Design of the artificial climbing wall structure conforms With the EN12572-1 and EN12572-2. Q 4.All structural steel shall conform to European Standard EN-10025:2005,Grade S235JR. 5.Bolts,unless otherwise shown,shall conform to EN ISO 15048-1 Class 8.8.Sizes as indicated in the plans. 6.Anchor bolts,unless otherwise shown,shall conform to EN ISO 898-1 Class 4.8.Sizes as indicated in the plans. 7.Splicing of structural steel is prohbited except as detailed. 8.All structural and miscellaneous steel items shall receive one coat of"Ironclad retardo rust inhibitive paint 163" (Benjamin Moore)or approved equivalent,unless otherwise indicated in tM.I.He specifications. 9.All welding is to be consistent with the EN 1011-1,2. 10.Welding Electrodes to be E38,E42. ' DRAWING INCLUDES: \ Part II General notes ... DRAWN: eng. .sanovs I CHECKED:ENG.P.PETROV -� Boulder Wall Wall SCALE:1:60 Fonnai:ARCH D - 2 PROJECTN0.:2187 156 m 334 m 258 20 O N92188 II IN92187 II IN92187 SHEET:S200 DRAWING:Moo REVISIONS: No. Date Existing Steel Fmmew( Existing Steel Fmmowork sung Steel Fmmewo Existing Steel Fmmewoh DeL/ F 11 PMDeL18 Existing Steel Fmmew )ej' \ E O O $ O M O \\ `Ltrrry C1 co R to CV -c-- cq `s c. O` N _ Z 2 W D7 De DCL1a L18 �DeL17 J O � 3 wrs,aa. EILEW _ _ _ _ _______ Lb el 1 ! AL s I y I I N I � � k k N k p a I � CL DAOeL1a L19 It T' U) Z De.1 -•LIM Ell Det I co R Q C3 (n DRAWING INCLUDES: Part II Attachments to the existing construction +o 00 DRAWN: eng.B.Tsanovski Exisling goo CHECKED:ENG.P.PETROV ,eJ SCALE:1:30Format:ARCH D PROJECT NO.:2187 Note :For Details see sheet S216 and S217 SHEET:S201 11.01 11.02 11.03 11.04 11.05 11.06 11.14 11.15 11.16 11.17 11.18 11.19 6.20 11.21 11.22 11.23 11.24 11.25 11.26 DRAWING:M03 REVISIONS: No. Date Edsiing Steel F..—,k Edsling Steel Colume I I I I E I ti U O c7 O CL w N t I T DeL77 1 co V co Y N L(; UN _ O d t =3 W J O E U w oel 7 NUB s I — as,ro 6 Ia I I $ I >3 R I R I I I I I IN I m I U I d 0 < I � O CL DeLie: Z DLI fl R N Z (1) Q C3 I I I I DRAWING INCLUDES: Part II Attachments to the existing construction +000 I DRAWN: eng.B.Tsanovski Ewsy„g noo, CHECKED:ENG.P.PETROV s z SCALE:1:30FOrrnat:ARCH D 's PROJECT NO.:2187 SHEET:S202 11.27 11.28 11 11.30 11.31 Notes:For Details see sheet S216 and S217 DRAWING:M03 REVISIONS: No. Date 3D View on axis 11.01 Section on axis 11.01 Section on axis 11.02 Section on axis 11.03 Section on axis 11.04 DeL34 P-900 ^Bo DeL20 DeL20 �I Q•^yb $ m ALD017 -325 DeL31 �NLN DeL31 gI6 eL31 10 4 ; 51y7 / _ _< Opo )- •OA Y' ,.L, _—_ _ _ / R Dela DeL19 1623623 DeL32 eL32 1IR DeL32 87 W 1428 O 1 10 1 I I -1400 � U I1r1111 / CL 00 0 I D L29 / I I N CV .0 OeL22 I D.L20 / >.> y r. Co _____— _ t _________________________ U F.II.H073-949 I �� 3 ' O M O i p0°' ao i ao m i L, O CD I ,yL :� / 1186 t 1 7 / o eL32 H § I I m z N 11 0 L29 I� DFL29 eL29 ._I O U LLI �C, ASO R DeL20 Dei.32 L29 DeL20 - a DeL20 _ arvs, j vns H nns,zmr n DeL DZ. m nns,omma DeL19 _______ ______ DeL21 I DeL21 Det21 m � ,�gypp I ' / $' I I I L I i 864 557 k eL32 - DeL32 DeL20 / > rn eL29 m Q 11 � e / eL2 n m q I DeL3- R IIN - - I F.ILH013-949 /y / DeL32 411 O' C/0 I I i °sIf 2 ' CL z I / 1359 U DeL20 =3 l DeL20 DeL20 DeL20 j/ OeI.20 / O 7 z a3 1 n De122 I Del.zo I � >°s Z = 8� I De 0 D Q 30 IIIµ i/ ALS050-59 775 1 De 0I De 30 I Dot.30 I I m i BB° Det 28 F.II.H014-835 D L12 DRAWING - 09 D 28�' ------ ---- I I 6 INCLUDES: - / Part II D a D L28 D-28 I De 12 Sections I i I / ; I i pyti Legend: ' DRAWN: eng.B.Tsanovski U-Bolt / CHECKED:ENG.P.PETROV Top o00 i ogo xm I Z� oo TO anchor L,. 0/ / SCALE:1:30 F,,,t:ARCH D Bela Bar PROJECTNO.:2187 EdsBng floor Edstlng floor FxlsOng Door Exlsting Door _�j Y SHEET:S203 Notes:For Details see sheet S216 and S217 DRAWING:M04 REVISIONS: No. Date Section on axis 11.06 Section on axis 11.05 ML34 Det34 500 3 357 —^— Det.20 DeL20 40°00 —� ML20 e46 en: I A Section before axis 11.07 I i eL22 I / DeL32 7.p -- -- --_— DeL20 _ 9 ��6 ma , DeL20 0.29 I z // P4520 O I DeL20 i 7726, i O c+m O Op- / nHsim.ms / 5 w aO O 1315 / / 91 N t Y C (SS q DeL — 32 ------�-- ----- --- --------- ----e_ V ��\. OeL20 De1.19 0 �5' O Ch 1 O / w Cc) Y 417 Lu I I O Lu si DeLz ��o / D I i D .29 DeL20 p DeL22 Det20 F.II.H02a-1090 _ Det.1 300 � - I � I j Det20 Q DeL32 •;. Det s p.1100 I I 1050 I / DeL32 I ' I / DeL32 DeL20 I I ens % C P-1300 — — ---DeL22 / De02 1246 I / d D 9 O I / / L29 p ) DOM I L90t 9q 3 ou- o lm ens��s i OeL I eL20�, Q) DeL22 I I 4 I i� I DeL1z I I I y• � I / I nxsem I s� I Det.22 s I DeL 2 ¢>1 -------- - a DRAWING De 22 ��s I INCLUDES: D�LI , e2 I X72 a Part 11 1 e I I � o•s A I 3+9 Sections Leg nd: I � DRAWN: eng.B.Tsanovski =D (J-BOIL CHECKED:ENG.P.PETROV I � 000 259 _ n.00 Top anchor 000 i I s4+ SCALE:1:30 Forrnat:ARCH D E4:wgnpor 131su49noor _;Q'. Belay Bar e�lswgnoot PROJECT NO.:2187 SHEET:5204 Notes:For Details see sheet S216 and S217 IDRAWING:M04 REVISIONS: No. Date Section on axis 11.07 Section on axis 11.08 Section on axis 11.09 DeL31 Det.20 I F.II.S024-1476 / �— F.11.5024.1476 sq -- - F.11.5024-1476 1 DeL31 R / - P-1100 I / eL32 66L / _= P- / �• De129 3, I I / I I / I / 1 / s• Ntu $ / eL32 - A I h eL22 _ _ eL20 R g91 ep � -6 / De02 DeL20 / v w Q�+' I g / P' Dei DeLW g� De 20 I 0 m O i C i w N = sg ----- ----------- �,DeL22 P,Lq s$ I �PN560" tILd4. g21 e _________________ / U O M V N te�a\\ 7 _ c6 U / q - w, ' eL32 O � sy p.11oo E De I I / 10so Dat.9 U LI.1 O /. 0 0 s 1 1 I P 106 ;9e I /' /' •/ eL20 o�Oet19 ... n G69 I /------- -------2- 0 __-----_-_- --_ eL29 eL21 DeL21 DeL2 I / 7 a,+ p6 I De.29 I 'AJ 1314 eL32 I I 1 I I _ I I eL32 I I DeL2 4slf /-1-�--_-------- N7 `)9 1 u V S D L22 C p.1 I FTfR1;9 � I o 1106 [q DeL2 131'1 g6B d i •-i P1116 D3 _ a_ / CL gti¢ De Iva N x I I Cn Z yf I I 1 De 29 0' I I a � � I I ti51 R. Q Ba O T , eLzz Det2o I I c.z De zs Vtig DeL22 DeL20 P Z I I � w1S100it "NStO°" ♦ ________ _______ ass � DellU a^ I a I I I a I I Det 9 i DeL12 316 I / 1 s� s�e ------------ -- D12o iI e�seov L 2euz 6�L.1a2 ; 1 DRAWING INCLUDES: y I i DaL1 y y y y I / DeL12 y Part II Det.12 Sections a i y B3 Legrd: U-BOIL DRAWN: eng.B.TsanovsM �III�� CHECKED:ENG.P.PETROV 292 _. a000 '.., m Pz 361 _ a000 'R° 4860 / I m 497 a0.00 1/ / / A / Y Top anchor SCALE:1:30 F..at:ARCH D Bela Bar PROJECTNO.:2187 Eal:wgnoor EdslMgfloor E,a:wgnoor _,Q' Y t4 SHEET:5205 Notes:For Details see sheet S216 and S217 IDRAWING:M04 REVISIONS: No. Date Section on axis 11.10 Section on axis 11.11 Section on axis 11.12 D Pd 5el. P-3 DeL34 eL34 31 D I was oocw '1"(12 I F.11 H6004-1005 F.II.HB004-1005 F.11.1-11-1002-1688j .1z FIjSp11-612 F.II.HB004-1005 F.II.HB004-1005 _ L. 32 ers�x. Flk.%A 0 - P--o \p=1 Det.34 A I �. F.If 50 65 \5p pp / I/ DeL19 DaL1 DeL19 0ti DM 11 Q\" 1 / eL32 I 6 a I 6) I 636 11 / �B et 29 eL32 q irYl p4 I eL32 _ Sp 1 = I 1 LL 0p\\ 6�?, S2"O 0 `'60 o 6 I eL32 I — ----- ---- - I / DeL2 Q.pA 1 / eL32 1 et32 _ '0p I I I II.H037-551 O N N 00 L / eL 9 1 I c DeL Y Cu 1 I Aq9 I F.II. 001-975 I O M+ @ Det 9 0pU O-. CD eL32 0 600 2 I / o,�' boy I g Ill a C Det20 s o E o LL eo as] I I U w / » Iso I s- De120 F.ILS007-242 DeL32P 136 p`' De o� F.II.HB004-1005 F.II.HB004-1005 -------- —————————— ------------ I I u 9 F.II.H8003-1016 I F.II.HB003-1016.I I I I 2 52 li I D 29 I I a F.II.HB001-975 F.II.HB001-975 P 1100 a I N C 104b DeL 9CD \a0pt\\2y /7jY0g I (n O Q De 5£4 \\ I7761 ,�J I S I O ) Z 745 n I 0 ]45 I I U Z' O =3 DRAWING Leg nd: INCLUDES: =p U-Bolt Part II Top anchor Sections Belay Bar DRAWN: eng.B.Tsanovski CHECKED:ENG.P.PETROV 0.00 'x .000 SCALE:1:30 F...tARCH D Etlsgng Boor Exlsfleg floor floor PROJECT NO.:2187 SHEET:S206 Notes:For Details see sheet S216 and S217 IDRAWING:M04 REVISIONS: 313 View of the construction between axis 11.04 and 11.12-1 No. Date Hs.v' aKs,� 3D View on axis 11.04 and 11.10 31)View on axis 11.12 s , H� as,my'" � s Det.34 a '� DeL2g e k J$ m N E ENo nxs+zmsou d m O rn N L aw Y RS Q pM1ry 2 O cq ^` L M V 7 ? Y N a $ p iv m + co $ Z © ry Hz,auea� J O E O U U1 F 's ws,o� �u DeL33 r � N m U 5 4) O Q 4 ry f1 Det.29oo O > !Y et' Q 9 nP b p DeL12 314 I ED I 9 a ,e31 DRAWING aD $ INCLUDES: a Part II Sections Leg nd: t)-BOIL DRAWN: eng.B.TsanovsM =10CHECKED:ENG.P.PETROV Top anchor SCALE:1:30 F,-at:ARCH D Belay Bar PROJECT NO.:2187 C) SHEET:S207 Notes:For Details see sheet S216 and S217DRAWING:M04 REVISIONS: 3D View of the construction between axis 11.04 and 11.12-2 sNo. Date s a L--1 t� Section on axis 11.13 Section on axis 11.14 Section on axis 11.15 's o �.e P-700 0.01 N01 's s F.ILS116-1079 F'• F��' -------------- p^ pA�� i / 3 Do1.32 �s I r i % 1aA D t.z9 • t.zs eL32 E O O c+�D O 00 NO2i b y N t i 6 L-1 £ 1 p 32 L-1R p� De 29 ob N mm x I I c o a + a) ° 44 g j �'rOo I I Z — U W a 2 1— I DeL20 I ML20 I DeL20 F.ILS016-906 -F 7 i S75 � i s R I y L-1 I p1 L j 3 eL32 g s I Oet32 I I b 3y U) y SII N a9 I I 7' O Q CL b c > 1 R 19 .,ya1 De 29 U L-1 I I, I o DeL2o DeL32 I-9 I "�P L-1e oeLzo c fie,o F.II3025-772 a) I I I b ^ I h�q i Ayp I � I I I � I I DBL12DRAWING DeL1 323 Det 12 INCLUDES: I a k Legend: A Pal II U-Bolt s Sections I `' Det12 Top anchor 3 $ j pool yy IBelay Bar DRAWN: eng.B.Tsanovski bo 0o CHECKED:ENG.P.PETROV .0 00 'X 9 .0 00 299 - I 92 T SCALE:1:30 FormatARCH D 9 / E,I:wg noo, —E.Mg fl., / Ewsw9 noo PROJECT NO.:2187 SHEET:5208 Notes:For Details see sheet S216 and S217 DRAWING:M04 REVISIONS: No. Date ~ L-1L-1L1 ti Section on axis 11.16 Section on axis 11.17 Section on axis 11.18 3D View between axis 11.18 and 11.19 Section on axis 11.19 Section on axis 11.20 P_ Det31 D!1.31F.II.S029-363 I 5 - FALSO41-577 I IT, ly i sa2� i31 I ees, IL-1 I P^ y9 l Ip - I 5 I p DeL3 R 1 6 I I sB1 o I 'S D L29 PAP I De 29 I I I I oaths I s I I _ I I Qac I,�ti3 De 29 R IDeL32 I Del O b CC) o Iap9 p', PapO I s' L1 ��° ca o A I I I S I I I U a) I DeL32 6 - 1 L()p p 43 Z � I yy I ' I -� RLU De1.32 py^De 29 I Pp� De.29 I Spa R I I BS J O E I I IPA F I j4 Del I DeLzo I Detzo I I FALS055462 Rg p 1 R I?� I 525 DeL21 I 3ev De L21 I P3 De1.21 e I A � I I L I p I ysso P I De 9 I Del.9 $ I 9 I R Ib0O I 6J6 I J I OI I PA ] I D L29 I baa 467 I C I A,ti I � P•,�S (` 6 N r eL32 I N Oet.32 I Det. I I I "fi O Cn L32 I I Iib I �3 I s' I s3s I v � App D L29 I I L I DeL2 I D t29 U �. PppS 7 I P�Py r' 1 I P'1 I Pv'S O :3 t-l1 fi L1 m ..1.2Ci Del 0 I DeL 0 C F.II.S056-372 s•� s• sA } De 1 D z De 2 IY Cl) � I '� � I ,y R I P'D�• R 6�" p, e I P69�' 0 I Del.2 P I Det29 g I eL29 H 1 DeL32 I Deet 2 g L5 I DeL 2 DeL12 DeL72 I DeL 3ti DeL 2 i DeL12 Legend: DRAWING ;6 INCLUDES: a y Del.21 a =0 U-Bolt - I I Part II Top anchor Sections A I PSS, I P�v De1.1OCL, P63 _;Oa Belay Bar DRAWN: eng.B.Tsanovski CHECKED:ENG.P.PETROV .0.00 .a' I Z d P.600 .0 00w.o0 F a+6 690 _4m —4 SCALE:1:30 Folmat:ARCH D Ea,SWg floe, E.Mq neer E ftMg floor E„swg noo. Uswg noor PROJECT NO.:2167 SHEET:S209 Notes:For Details see sheet S216 and S217 DRAWING:M04 REVISIONS: No. Date L-1 L-1 L-1 ti ti Section on axis 11.21 Section on axis 11.22 Section on axis 11.23 Section on axis 11.24 3D View between axis 11.23 and 11.24 Section on axis 11.25 Section on axis 11.26 _325 —1 1 9-L31 Det 11 D,L11 F S02630 ; p I I p Oe131 25 P. B Pp De 29 I 1 I ms" m R 1 Oet.'31 _ E J,q I v j P- geoo D 1.29 $ �$ $ z a5 Detz F 3. 158 is9 0_ COco 0 I T d I R I ? I A N N L y 1 _ I PAS Det 29 _ I,�y 3q5 R �_ Y co 6 eL 9 M 6 $ DeL32 �T D L29 U C I - I A N DeL32 I I n l i I I DeL 9 .� a I 136 I qpa DeL32 I gg I ' y: 1--' -- I OB w C I DeL32 W C b� I A Oe.29 I DeL32 I I P Det.32 I QA I PTpO b I S V W O I F-. De 29 DeL20 I P I DoL20 _ Dw.20! 0w.2 i DeL20 A0 F.II.S027-399 I o •2 De 21 DeL21 I DCL21 �' R P I Pp D ti P ti 19,o L2 III - P tij I I 1 ' I �F/ I Sq - Iopa 3y zb may, V 1n I I ppb DeL32 1 A De 29 I D L29 E `r 39g C DeL32 Do N DeL32 DeL32 I DeL32 I O Q S5 a 136 A I vpo I s I s I 1 D L29 O_ � 1 3 DeL 9 L I 11` I4 Y a�st�m.I 6� I Q6� 3. O O DeL20I DCL20 I '`fit M20 1--I ILS028-447 v 136 I et.i 13g6 $ I 9 D 29 116fi I et29 eta y06 De.29 Q 2p k I 19s 9,,1 . et 2 s Q� s3 'L w I Pg ' I I gg ot I I $ I I v eL32 I L I qv 1-1 9j L-1 L-1z ! A ~ Gtr ~1 I DRAWING Dot.1 DeL 2 DeL 2 - ! p- De.12 ° DeL1 ML12 Legend:I p ps'� I Pip 9 INCLUDES: =b U-Bolt Part II o I,�v I ez I Uzi De 33 9 e Top anchor Sections De 12 I p 59 De 12 g65 eL1 I h� DCL12 I e'; Bela Bar I i i i I _Oi Y I I s , «000 8 DRAWN: eng.B.TsanovsM CHECKED:ENG.P.PETROV wD° d SCALE:1:30 Format:ARCH D Usury floor EAdng flow E Iswq floor ewsuo9 noon Uswq noon Easnog now PROJECT NO.:2187 SHEET:S210 Notes:For Details see sheet S216 and S217 IDRAWING:M04 REVISIONS: No. Date Section on axis 11.27 Section on axis 11.28 3D View between axis 11.28 and 11.29 Section on axis 11.29 Section on axis 11.30 Section on axis 11.31 E 0 O Cl) O CL co L1 1n N _ca = —1 0 M cb Y O U C O N -f- 1 j 330 De 1 Z W E 0 ^titi U W f-0 P 7 33 Op I '6 589 ti 5 III 3�"�DeL29 R ��yppak°` III1I P p `b, P_ P7DeL31 I Q• DeL3_ �1� y 6 aPa-,325 D�e�.3. 1F.I.S002-621 F.II3057.99 nsosesl ti eez, t L21 597 DeL 9 De 29 I I De.29 . - rn 0 42 DeL32 1 g I v N e132 eL32 I w W (n •♦ 'ks, ry I I (C3 Z DeL33 0 ~ 0 0 DeLzo I ~ Detzo I y I "g 1� Det2o F.II.S002-621 406 .II.S05&351 ' cgs m lgll D 1.29 m Bgs F.II.S057-396 •'s DeL29 Z N -0 =3 D L29 R et E eL Q a f N e a D .29 eL29 I I I 1229 I # a l I 4 ML29 DeL3 I I eL 2 1 at 32 DeL32 I I I DeL12 W2 o NO eL1 De 2 DRAWING ,^ 9°° ,5• Legend: INCLUDES: et 2 1h DeL32 h :2 U-Bolt Part II Top anchor Sections I 61a OeLi `O 655 Def.1 I 933 Del 2 b Det 2 Belay Bar DRAWN: eng.B.Tsanovski P-e _.I .00 P _ ,a oa I 601 w a❑ I zL u w.00 x P 10,00 I f I j ' CHECKED:ENG.P.PETROV 773 �—} y16 m m 594 ---111 SCALE:1:30 Format:ARCH D Easflegfloor EdsflngfloorEdsangfloor E> .aLr_ EAU.gnoor PROJECT NO.:2187 SHEET:5211 Notes:For Details see sheet S216 and S217 DRAWING:M04 REVISIONS: No. Date Section on axis 11.32 Section on axis 11.33 Section on axis 11.34 Section on axis 11.35 Section on axis 11.36 Section on axis 11.37 Section on axis 11.36 E 0 0 m 0 O ch O 1( N t N �T 0 \ Y M C6_ y (A C LO O N W_ -ca3 J O O U M LU R�¢ De1.31 1.01 P.7 P DeL31 DeL31 DeL31 Oet31 DeL31 De1.31 DeL_31 DeL31 -) - -ir -32 - _ d - P-70D P-700 :�) P-7 0 Ill) •ii -, P ✓S 46211eL21 • De1DeL3 DeL3 / m______eL29 D L29 t $55 De�.29 IDe 29 ' QD L29 .29 ,LLF 91x1, 6,9 0'6� § 8 P /'/ ro ,9..'� ;OpO s `� 9•. U I 'b' DeL3 I $ ______ ____./ `4 '3� I -b• O Q i i li /' li to m 91 n. } eL29 I Y O 7 M20 1 De1.20JW. I I .• Ae W eL20 eL20 N 0, L29 ^ Det2 -77 DeL29 •10 ?i I 7i d DeL19 DeL19 \�I P32 y j _ I p Z =3 De 21 D 21 DeL21 J ---_—_ ----- 311 I C3 I Decea Q 100 I 1� V� I yL A99S Pp23 7 / 3 I7D L291� Iss L29 B2S D L29 DeL12 etA DeL29 I 9 I 1 JpJs i 0'•f �6 I / I D L3 n 'T ' n I I II i II D.L12 DeL1 eL3 —e/—I--/--N—L-1%2 D6r49 �II 2D6e6'L tA DRAWING eL z euz Legend: De.32 PINCLUDES : h h DeL12 `za 2, 2 / A A a U-Bolt 6Part II L3 1,20 De � � // DeL12 Det 2 y�L L 36 Top anchor Sections a DeL12 1'S° D L12 Deuz D L3 .^,� e�A 76 o I DeL1z ' es 105 p12fi Bela Bar I i DeL1 -�� y DRAWN: eng.B.TsanovsM P-foo 000 6 P-t10 ---------- --- ------ 1ti �s sa CHECKED:ENG.P.PETROV P.7oo woo ° P-110 +a oo P. 651 i fi51 1099 I 1066 - 741 301 - 54700 I1 _ _ 494 0 W 6450 +000 m 5 600 _ +000 SCALE:1:30 FonnatARCH D LL� Exl:wg floor E&U.g noon E�1:wg floor E:I:ong floor Ezlsflng floor Exisflng floor ESI:ung noon PROJECT NO.:2187 SHEET:S212 Notes:For Details see sheet S216 and S217 IDRAWING:M04 REVISIONS: 3D View between axis 11.09 and 11.12-3 No. Date 3D View between axis 11.09 and 11.12-2 3D View between axis 11.09 and 11.12-1 � � s DO 1/h0pq• "s § L24 7112 F.II.HOS- 1j12 ./f.11.HB003-101 0 $ 10 8 1054 F.ILHO58-1054 - F.II.H0003-1016 °-g84 \\t\p59 F.II.H057-9 0 F.II.H057-90 DeL •38 06 1 v a _ N061• L24 /'0p -265 1.1j3g 460 e� I 8014.1380 000 1hryAo° = 0�'0 1ry"�66 _ II.DB074-1380 u_ 801 -14 1123 612 h110h3 Fll 002-16 poo 0 09p `rso 0o p i e 10�' .^ F? a1 6�1F.II.HH 1867 88 Fl 04- .Oe ° 'H8°04.100 1 10 T,- '7!Hpq .q.6 F�1 .H054-65 m F . 8017-1 5 .ILH054-659 ro p 1100 1 Hp0 1 72 0 0 \N0 O '29jd iq)5 .I 10-134 3 S0/ F.II HO -1 37 F' " F.ILH 00 u: Opp F.II 10-715 F.II.H 01-975 .II.HB001.9 5 o ryh 1N00 F\\NO S 1 DB010.1340 q I.H 123 - 139• 17.136 c 06 oho^ o /sp7 'S' -,0 'Y03, �\. \` p01.1 L26 0.1005 h'S'� o,�y -.1(H03) 1 H044-128 1�� g F.ILH036- 0 1• m 1000 mo o R \1 H02- 1038 .I 037-551 F.II.H036-1038 ,foo � b 6\\, p02 _ _ 7 4 k S @ ^ 82 E .E p9 0 ./ 77pSJ n1p6 86 �sr O m O - F.II.HB001-975 s7pB� 1 02 F7!Hp N^ R ar co CO t K 42ge3 v Y cpcj �. F.II.HB001-975 1 F/<y C7 M �\ .II.D018-920 ,\0 _= 6 LJ pp Y 0 s ao ti1• y05,; �0 c 1059 Z.o 10 000.8 611. 000' n O N 0o m F.ILH 10 00 vB oQry + CS Lu E 3r 1 $ o F.II.HOS a< 101 U W a � Ovr 4 .II.HB003.1016 .II.HB003-1016 p-10o � y0g0-1p5 �:� �. n.Daolo-1 1° JLDS -1340 T '00 0!off .I.H020.1072 3 \\. iv Odo No p�0 DeL24 w"s�''0`� F.II.H023-218 Ip 0 a s o .II.D021.112 5 S R a _ C FO F.II.HB001-975 F.II.HB001-975 . U 8 S OJ 3110�e1 •C//yp9 $� X01 �S 11s1 g U) o p00 3 Y $ C S•°S Z � Q C3 F.II.H015-1191' -693 � U Del.9 5 g F I 015-1191 _ 3 $ ^oh 8 6 � 7,1010 DRAWING O F.II.HO7- 65 INCLUDES: .II.H016-11 09 F.II.H017-1010 Ho,1o1p Part II Horizontals,Diagonals and Supports DRAWN: eng.B.Tsanovski CHECKED:ENG.P.PETROV SCALE:1:30 FonnaL•ARCH D PROJECT NO.:2187 o _ SHEET:S213 Notes:For Details see sheet S216 and S217 O DRAWING:M05 b ti �a Hs�xam.� m 5 . 043- ,c 'y u 0j ZOBO moo+ p022 tl`p0\C� N 7/073.7�0p `\� FI/O0 'Qyo P'� T Oq 2q•2 m "� °00 Zai A'I.00 'S _y N O .l(S0q7, in \`� a fy ansimso.S° o 014.220 pgp24' /yam 0 Off\ to 5.7�4p o �o T// \�� N p N rn OO2'�7 •o v F ❑ �m � ps < •677 m 09 m n 5493 m m 9 \ oFTFU47 � N �n O a a o,V m 0 � 4 N nti o F//,OS 0 0.20q ooZ2"o\ Ogtt-g\ b oOttg\ m O Ua A' ..j N �T T ti `712�2 OB / V s / o$ swswz�s / pp\C� �� \< Ont g00"'14 0 0 030.214 pt / 004. o� 01'9 004.76 ❑ T ❑ O T ❑ T < �iy m y � Q N fD � C x 0 O OoOi N O � d a � 2 a fO o m2 m 0 m yy 0 0 O ,g ❑ pg g O \ S - F 00 F 7g9 0 Op�7 971 p�°476,2 m .T B 76. O S w // '\\ 002j2 g OOg\ _ AO O O � 00 tp �O POS�WIS t�~ H 95 ooswais swops cwo.s h V Z 0 (D 0 CD Op F//Op y��w 0 O \� O 0 y�Ow /D •Ipy�0i� m O] 2j0p�i90 g6\� 7. �m o p U) m 0 Ogo\\� 'LOOP// 'y0o� pp F 4'��0 �.11. 0q7 1080CD N. n o U) • p1'\ •0000212 'sem 00>.200p '4m 003. O = w CD (D SP o ❑ Nsw;wo�s o s�swo.s � w rn (31 p1 S 7 0// C2 W N V m O D m o Z :O m m Z > CLIENT: Rock spot z N o a = Z USA-NY-Rock Sport Rosecrans o T Mobile:+1518-321-2837 :z o o� Cn ° m Z E-mail: trrocks@yahoo.com y m y a Queensbury,NY,USA @Y < N Town:Queensbury REVISIONS: pSO ^ 3D View between axis 11.14 and 11.27 No. Date spa ?4.1876 �c O°&g6 0 4 Fp 91 ws,�. 5024.14 °° 76 .l p0�g0 ,0 Fl.H025-1617 8N F,II.S006 8303 1048 F.If 026-187 005-70 N0p190 N0641p26 6 0A151 5 19 F\ O N 9D O N 00•�g 60 :�°p T `O .II.H062-731 .II.H067.98q ° y \O �� Oet9 � y00 F H066.g74 .//yam foo ^p° Ob0S1p8 a DeO"'H065-1147 O "IH047962 Det.10 s .ILSO .o 0.gy0jg-10 12 Uy0j71p11 Op DeL9 'oo o F.11.H031-799 .11-S020-482 i pN T 78-1714 0 ti rc• N Hq m CV .c ss /So,Jj�l 52-547 owm 8 �o S7j3B cu DF 11 H074-1039 O C? O O N aa>\\ F.1I.H086-10 0 co 68-1085 \5p5 14 co C N z Fu F...H024-1276 F,II.H032-101 t.26 W -O J O 0108 DeL9 /(H0>1- "� '0'0 o H N Fll H�11 0002 �° hof I S029-36/1 .. B � Det26 F//H oQ OOti 1 �` A. j F.II.H070-1192 Q' 9.7132 NOH0g1 OeL10 F.11.H030-1245 'ro F.II.H033.874 F.II.S021 902l%y078.7012 ec9 i 0077q� DeL9 DeL9 m •9F. 049-572 -449 �: '4a .//,yam mNo ryp ooh m • 6 �Ny 8.1j22 eL9 ^� NN m N C 6810 54 \\5 o H0jS71 F.II.H081.999 ��0'^ 5p0d621 /L9 080 De .985 DeL10 O Q H 1 IY U) 0 F.II.H029-1233 DeL9 CO } CL Z F.II.'034- 'O p to g 1203 0 � � � O .n DeL9 rL2. 'Zo 041-962 4.' 1�2 \Sp20 •sem+ T Z 7 F.ILS -353 Q 1087 Vs F.II.H072-1181 "� De a .11•H041-9e2 Fl(H%8- F. 23-353 ' DeL1 1 DeL9 00 - ^p ./H08 pryry .5002.621 O D L Dec9 m o a o F•II.H085-966 DeL10 DRAWING .!/y080.g85 86-1p OS INCLUDES: Part II g _ Hodzontals,Diaqonals_ ti LL and Supports DRAWN: eng.6.Tsanovski 0 " - CHECKED:ENG.P.PETROV SCALE:1:30 FOnnat:ARCH D PROJECT NO.:2187 SHEET:5215 y Notes:For Details see sheet S216 and S217 DRAWING:M05 Detail 1 Detail 2 Detail 3 Detail 4 Detail 5 Threaded rod M121-1165Detail 6 REVISIONS: grade 8.8-DI1,1975 2M12GRADE .8 No. Date Threaded rod M121-165 Threaded rod M12L765 Threaded rod M721-765 Threaded rod M721.165 RHS BMW T0----LONG t� RHS 120260x3de&8-grade RH5120x60x3 gra grade 8.8-DIN975 RHS 100,50x3 9mde 8.8-0IN975 gentle 8.8-DIN975 RHS 80,80x3 e pate a ea peon ed ea peon RHS1 etl ea peon Base late L RHS 40x4022.5 Base late 50 mmG ONG 28.8 Base late Base tale Base lata Ba58 tale 4M12GRADE .8 1 Concrete level '� Concrete level Conuele level Concrete level Concrete level 50 mm LONG Concrete floor Conuele floor Conuele floor Concrete floor Concrete floor Threaded rod M72L165 Threaded 8 B rod M12L765 _ Threaded rod M12L765 Threadetl rod M12L765 gratle 8.8-DIN975 Threaded rod M12L765 1_+ gentle B.8-0IN975 Threaded rod M72L765 grade 8.8-DIN975 grade 8.8-DIN975 Red Head Epcgn 5 gra de Epc n G5 Red Head Epcon 5 * - - grade Head ::p on -FO[T4'AIT-R9�o Detail 7 3/16' 3116' o- 3116' Epeon 5 ¢ ea peon 5RHS 40x4Ox?5 RHS 120,60x3 RHS 120260x3 3/16' 2M12GRADEB.B ej 3/16' >"f50mmLONG RHS 100.50, RHS 80280x3 RHS BOx80x3 4M12GRADE8.8 Base late RHS 100x50. BaW,� Baqqplqtq Base late Bas¢ late 50 mm LONG 'ease late 7a}, VM12 GRADE .mm LONG Det.9 Det-10 Detail 8 Column 'nodzo�-2 .Ht lztnlaleanddiagonals-11' Detail 12 - - - - - - - - 'Connection between arms and PLW' 2M12 GRADE 8.6 Ggl°m" r Detail"A" 50 mm LONG a MB norvnnta) D die gnat 1_1 1 r - - - - - - - - - L 3 I a 0(diog..I) Connec0on'anns-consGucBon' I Detail 11 I I I I 'Horizontals and diagonals-III' 4M12GRADE8.8 1 -- --- L m Column 1=1 50..LONG I I + 401mm ONG B L 1 Detail"B" 4 2 GRADES S.B y M12 GRADE B.B 40 I M12 GRADE 8.8 2M12 GRADE B.8 I I I I Oram LONG 40 mm LONG mm n.a p mm LONG i .•+ 1 I I I P w I L + I ,1 M12 L40(8. H�(hod.nlai) M10 GRADE 8.8 I Conefieatl boll 2M12 Ld0(8.0) 1 H(hodzonian40 mm LONG h I Det."A" H hodm-11,2 GColum 1j45 mm LONG Ih "" � 40mm LONGatljustable lengN I Co umn T 2'x2',PLATE layonan 1 I I I I I T z•xz•x}• 1 I I I I D(dlzgonal) t E 1 I PLATE O M10 GRADE 8.8 I I I Rw I "'m vm• 40 mm LONG C.."ead bolt M10 GRADE 8B }' O Ch O 40 mm LONG -}�- 0- OO O l I I I M70 GRADE 10.9 �:e I W CV .G I 12GRA 8.840 I Calgmn 1 45 mm LONG I Y T T2'.2'. L O M =3 ��$ IY � -14 N +-t rl I I Det."B" I .I 4-4 1=-i- o_ CD I I I z CD ai C1 Detail 13 Detail 14 Detail 15 Detail 16 1 ^ 1 I w fl E 3 Threaded rod M72L765 Threaded rod M12L165 Threaded rod M12L165 Threaded and M12L165 r -) O O 4161,11,,3gentle 8.8-DIN975 RHS 100x3 grade B.8-DIN975 RHS 111,1 RHS 100,50x3 _ _ �"� � w grade 8.8-DIN975 grade 8.8-0IN975 L _ _ J e ea peon a ea pcon Base late Base late Base late Base late Concrete level Conuete level l Concrete level - Conuete level Detail 19 Detail 21 Conuele noor Conuele floor Concrete floor Concmte floor r Threaded rotl M72L765 Threadetl rod M12L165 Threaded rod M12L165 Threaded rotl M72L765 - m1 �� grade 8.8-DIN975 t_i RHS 100x3 L grade 8.8-DIN975 grade 8.8-DIN975 1 Ratl Heatl pwn GS RHS 100x3 grade 8.8-DIN975 0 RHS 100x5023 1 3116• a ea peon 5 _ rn' � M12 GRADE B.B 3/i6' • 3116•- O •;.,� 100 mm LONG 3/16' RHS l60x8Dx3 Base late - Base late ... ,,,}- �- }•M12GRADEB.B } '� u) W' ..ee Base late - - ' �. }, }, ° Q 50 mm LONG ^`}- A 'S �' M72GRADE8.8 d Detail 17 Detail 20 '' ° 120 mm LONG m M72 GRADE 8.8 O M72 GRADE 8.8 O 12 GRADE 8.8 IY Cn 'Connection between tubes-I' 50 mm LONG - 50 mm LONG 50 mm LONG TUBE M72 GRADE 8.8 s}- 0 }' } Is i vtc y+- _ 50 mm LONG c Z U.." r10M,12,1RADF,8.8O LONG BOLTS �^`v y'' Detail 2212 GRADE 8.8 M12 GRADE 8.8 TUBE } N50 mm LONG SO mm LONG Detail 24 Detail 25Detail 26 'Horizontals-11• 'Hort-tals and diagonals-1• 'Diagonals-t• 4M72 GRADE 8.8 D die teal 50 mm LONG O ik + -n 40 on LONG.8 L 1 H z nlal) Column I tk 40 mm LONG O _ -_ - 2M12 GRADE 8.8 L I 3 D,�gonap M12 GRADE 8.8 3 I mm 50 mm LONG aT• d. 9 I I >} jM12 GRAOE8.8 H(hortzontan j I 40m LONG D(diagona0 M1mmRADE 8.8 O Detail 18 _ - O 2M12GRADE8,8 Cdumn PLATE eat) DRAWING 40 M12GRADE8.6 mm INCLUDES: 50 mm LONG 2. - +�' }' z}• M72 GRADE 8.8 M12 GRADE 8.8 40 mm LONG `� � 4 mm LONG r >�- r trr H(horizonta0 Part II O M1 O O '3 PLATE G(diagonal) 7"' � �' �. o =' 3 # Horiand Suppoftonals EJ�,� and Supports M +a ry sk p � '� ) DRAWN: eng.B.Tsanovsk M12 GRADE 8. 50 mm LONG O M12 GRADE B.B CHECKED:ENG.P.PETROV z� 50 mm LONG A. }- �' }' f o SCALE:1:30 FDrmaI:ARCH D o PROJECT NO.:2187 2GRADE 8.8 50 mm LONG SHEET:S216 DRAWING:M05 REVISIONS: Detail 29 Detail 31 Detail 32 Detail 34 Detail 27 Detail 28 *Belay Ba Detail 33 No. Date Connec8on'PLW-oonswptlon' 'ABaChlnq to the panel -U-boll' 1! Connection*arms-mnswction' Connec0en'arms-construction" 'lop Rope Plate I' PLW 'Diagonals-I' _ L 2'x2'x1ld' 4M12 GRADE 8.8 ,L L PLW Climbin suAace L T Arm 60 mm LONG *3M RADE 8.8 PlateColumn 2i 220olumn Mi400G�RADEOB.G O RH5120x60x3 40mm LONG de AISI 304 MlOGRADE8.8 2h110GE8.8onaQ 9m I130mm LONG 60LONGCone-head bolt qrm B I B r 40mm LONBela boltM10Lfi0mm, ppGRADE 8.8 I 1 410 GRAN 10.9 Yi a Plate m 412GRADE 8.8 45 mm LONG \ J2det10.9,1507380mmL 2'x2' PL 17 L Detail 30 _ PL L SOx50x5 Column �Dl. RADE 8.8 PLW 4M12 GRADE 8.8 _ mt 60 mm LONG M10 GRADE 8.0 1_7 RHS 120x60x 40 mm LONG 1=1 1-r u 25^ Cdumn , PLATE L 272' Column 9mde AI81304 M 10 GRADE B.B M10 GRADE 8.8 PLW Cone-head bolt - ADE8.B 130mmLONG mmL 116PLW {" Arm ,f 45 mm LONG _ I I 2M10 GRADE 8.8 r r a L 2'x2 60 mm LONG - 6' l 2M12 GRADE 8.8 9®„/ R R r L SOxmOmS \ 40 mm LONG } ,t. \Too ROOa PWte D(diagonal) E O ti e G1 N O w CV C O N j Z M Of C6 Y 1n Lf0 c O a) t 7 W n 3 U 2E til F R aa) o Q M cn Z U C } Z � Q cf) DRAWING INCLUDES: Part II Hodzontals,Diagonals and Supports DRAWN: eng.B.Tsanovski CHECKED:ENG.P.PETROV SCALE:1:30 F..M:ARCH D PROJECT NO.:2187 SHEET:5217 DRAWING:M05 ..... „ . , . " _ - - _ __ t f- �. - _ - - -. .. - - -,-._._. . -_,.__._-. .. .. - - _.__._ --.,.--..�. - _ - .7. ". W -__ - -"' ( - t" a .fir f ,a'^ Jr - - SUS ACTUAL BUILDING HEIGHTS AND 1= LOaR" AREAS JIJIVIIVIAK � � I- ;M-ET�CANINE EGRESS *.: ,,,, - � LOCAL D,'E,SI N :CRITERIA OC�, U1='ACY SU ARY OF RERMITTED 11ER ( E 4.1 AND .ADI n . , , - -. ,,. `r aw' �_ P R SECTION 100 .1 L J - - - .- ^;.0� M -_ .- ., - - _ - - ,. ..A .� (� �, ✓,P " - ,T T r>',`,,+-'P g"':k'dF3ir'-':.zzaa - _ .- " l_p!� ;,�'.,.�. - - _ ,M3 PARAME I ER ,., ,PA'RAMETER ASSEMBLY HOUR VALUE BUILDING CODE OF NEW YORK ST-ATE' REFERENCE PARAMETER VALUE BUILDING CODE OF , .NE1� YORK STATE REFERENCE :,�, .,,,: .- ` -_�;- ROOM FLOOR; AREA OCCUPANCY LOADING NUMBER OF OCCUPANTS PARAMETERg �' � r }f ?e' - I - - - - / - - `•, r.+� , a+q'. � - - -' 7``aF +'.,off,` `.. .ai1t a , - - ,'..� - - - - _ UEENSBURY SPECIFIED A-4 ._ - '" ?'' - ; T' . . A 4 SECTION 303. TOWN OF Q _ - . . . OCCUPANCY MEZ INE A EA 1 510 SF _ « WEATHERING AREA {° ',. . ,: ,,, , ZAN R a EV RE MEZZANINE (1) 151/OA r '" 50 GROSS 31 ALTHOUGH NO FIXED SEATING IS PRESENT & ACTUAL USE IS. EXERCISE AREA GYMNASIUM ; ;.7 . Z �, ^3, ; }:p� } S E / F OST N TH �, = 4 -0 EXT RIOR WALLS 0 M . . _:x..: R LIE DEP ,,.,., , .,, , �.a. :: OCCUPANCY.LOAD . . 50 GROSS .. , .. PARTY ROOM 2 • " "� 11-B SPRINKLERED SECTION 602.2 & TABLE 601 SECTION 1004.1.1 & TABLE 1001.1.1 ; ,r:':PN A O 500 S 50 GROSS MAX INTERIOR WALLS 0 BUILDING TYPE L � i 1, :.=_a': ° " TERMITE AREA i _ ,- 25 GROSS DESIGN 20 MEZZANINE FLOOR 0 e,." - - ty.e r. +�'et " +"'; «trc7�&:';:y;,y. :4:. - 'ff - - - - , I OOM OCCUPANCY 31 EXERC SE R 3 AND TABLE 503 . A - ,:'. . DOORS 0 ;'DECAY AREA ��� GHT W OUT SPRINKLERS 55 -0 SECTION 50 YOGA M MAXIMUM HEI ,. i WINTER DESIGN TEMPERATURE ,, ,: :.: : -. -10, DEGREES F R00 (2) 500 SY 50 GROSS MAX ; ' .. , _ - .ilk _ t`�., .:S., , .� � 1. - - .-,H` '4, - I � - � - ' MAX OCCUPANCY W ONE 1 MEAN OF EGRESS 49 TABLE 1015.1 OCCUP . FOR II B CONSTRUCTION / O ANCY A i 2 . . a. ., ::�`�:.. IGN 20 ,,:, .- FLOOD HAZARDS /A' „ SECTION 505.3 EXCEPTION r 07 5 GROSS DES 20 -0 SECT ON 50 4.2 „ ;;:: CLIMATE ZONE , " f ZONE 6 PERMITTED HEIGHT INCREASE WITH ACTUAL EGRESS TRAVEL PATHS .: ' " 92 -10 147 -9 - -' � ;A°,a< BALANCE OF AREA 1 8400 SF ;1000 SF 50 GROSS i _ / !` I : ' TI '�, , , „I z „ ,_ ON- ECTRICAL 148 SPRINKLER SYSTEM HEA NG TYPE �' ," , N EL � ) ( f ) a,; x 9 - F " ,> `?, h COM CHECK COMPLIANCE^'REPORT,', : , _ 7400 SF PERMITTED EGRESS PATH 250 -0 TABLE 1016.1 ES ;.. CTUAL HEIGHT 25 / 50 FT , . A PASS F .. . - - -- - - - -" - - - - 1~-e.. 5 RE UIREMENTS 'FOR UNENCLOSED. STAIRS IS - SEMI ION 100�.� th�EPTION 1 WHEN ,PFlRT OF AN ACCESSIBLE MEANS OF TAL OCCUPAN - . PERMITTED NUMBER OF,STORIES W/OUT !. Q .., TO CY SATISFIED- EGRESS PER SECTION 1020.9 , - - - . . - . . SPRINKLER SY STEM - .. a A - - AREA OF REFUGE IS -NOT REQUIRED - , -. 'SECTION 1007:'3 EXCEPTION 2� N UNENCLOSED STAIR IN A 1 50 GROSS BASED ON EXERCISE SPACE TABLE 1004.1.1 ', - '`t,. - . ACTUAL NUMBER OF STORIES 1 . FULLY S KLERE UILDING ,� ! 'YI (2) S ACE S t-. - TO MAIN OCCUPANCY SHALL BE PART. OF-.THE OCCUPANCY. BUILDING CODE OF NEW Y ( �y P A LESS THAN 0 SF AND IS ACC S 303, EXCEPTION 3. RY , PRIN D B H 75 ES 0 ORK STATE- SECTION 9 500 SF TABLE 503 _ O ED AREA PER STORY W OUT SPRINKLERS - . PERMITT / _: I . " - ACCESSIBLE ROUTE IS NOT:REQUIRED TO SECTION 1104.4 EXCEPTION 1 - , - - 06. - - - . SECTION 506.1 AND SECTION 5 3 -. . - HEN _ ,(- ' - PERMITTED AREA PER STORY WITH SPRINKLERS 28,500 SF MEZZANINE ABOVE ACCESSIBLE AREAS W - . MEZZANINE HAS AN. AGGREGRATE'AREA OF' LL ' 10 6.1 AND SECTION 506.3- _ •' . NOT TAKEN SECT N 50 ,i - - - FRONTAGE CREDITS LESS-THAN-3000` . ; S . . - . I F - . 06. _ _ - SECTION 506.1 AND SECTION 5 3 OTAL PERMITTED AREA PER STORY WITH 28.500 SF - • T - N FRONTAGE CREDITS - - SPRINKLERS A D . - . . _ ACTUAL AREA PER STOREY. 8400 SF GROUND FLOOR - ,� , . _ ', -r`'! - 1510 SF MEZZANINE W MEZZANINE = - / §{ / -, - 1. MEANS OF, EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE 9,910 SF TOTAL _ _ . WALKING..LEVEL SURFACE. , - NCY ELECTRICAL SYSTEM L :F fa 2 TO COMPLY WITH SECTION 1006 3 AND EMERGE WIL . - - AUTOMATICALLY ILLUMINATE ALL TOILET ROOMS. A _f . CY POWER SYSTEM SHALL PROVIDE POWER FOR NOT LESS THAN 90 MINUTES. �: 3. EMERGEN z ® ®` I �_ . - , ROUND- FLOOR EGRESS PATH DISTANCES G _ I a, = ,, I . - _ -1 `. ' r, , y .. . . 9 4* n. ACTUAL MAX TOTAL ALLOWABLE TOTAL ':r , , � • . . �. _ PATH _ _,_ TRAVEL PATH V P T . _ _ _._. , _ ,; TRA EL- A H --- .__: - - , __ _ _ - __._ __---' " _�. _ ' - ------ _-- - - ;: ;, E E - v - r / r - AEP-1✓ 104'-7" 250'-0" a - / _ '_ AEP- : AEP-5 / AEP-2' 105'-7" 250'-0" `° "` AEP 1 AEF 2 4 ��'\ / . � , , ws m:5.,:,'.f . AEP �3 82'-5 250'-0 AEP: ''4 - ;'' -,. A - - 24'-9" 250'-0" . 1 �,. 1 . A 6 101' 4" 250' 0" j' r - - EP-5 - - / - P �. - - - - _ - _ . r -1 -- -- -- - -- -- ._--. - -- _. _. _ _ -- _ - : ___ - 1 __ ----- - FIRE EXTINGUISHER ARKER . „ EGRESS WIDTHS - _._.. __---- -- - - _ -- - - - - - - . --- ' " ,EGRESS WIDTHS- PER--OCCUPANT PER TABLE 1005.1 FOR A-4 OCCUPANCY WITH SPRINKLER SYSTEM. STAIR 0.2 IN. PER OCCUPANT -" .. _ _. DOOR 0.15 IN. PER OCCUPANT S B G E N D - - YM 0 L LE DOOR WIDTH OCCUPANCY CAPACITY FIRE EXTINGUISHER MARKER XIX ROOM. NUMBER . . - - . - _ P 5 - 3, I -. . AEP a .,I AE - .. 1 - 240 OCCUPANTS - - - - . - 2 3'-0" 240 OCCUPANTS ` PARTITION TYPE ��, - 1 01 -3 6'-0" 480 OCCUPANTS " - �--� �� % 4 3'-0" 240 OCCUPANTS ENI �� _ 5 3'-0" 240 OCCUPANTS NEW EMERGENCY LIGHT. 6 3'-0" 240 OCCUPANTS - / - 7 3'-0" 240 OCCUPANTS EX/1M � - j -- 8 3'-0" 240 OCCUPANTS � ,,z 9 3'-0" 240 OC'C<7PANiS �� NEW EMERGENCY LIGHT/EXfT SIGN COMBINATION. . ;� ____- �` '/ 10 4'-0" 320 OCCUPANTS `� � 11 3'-0" 240 OCCUPANTS 10;1 DOOR NUMBER. - � 13 3'-O" 240 OCCUPANTS � °O , � D . it D . WX� WINDOW NUMBER. STAIRS WIDTH OCCUPANT CAPACITY • • 1 MEZZ. STAIRS 4'-0" 240 OCCUPANTS C6 CARBON MONOXIDE DEFECTOR �. I AEP-4 _ FE-2 w NOTES: AEP-1 AEP-5 WALKING SURFACE O � AEP-2 � o II _ ' AEP-4 � 1. THE REQUIREMENTS OF SECTION 1005.1 RtGARDING MULTIPLE MEANS OF EGRESS ARE _ - _ ;,. AEP-6 i i i it it i i . i i � AEP-5 1 SATISFIED IN THAT THE LOSS OF ANY ONE MEAN OF EGRESS HAS NOT REDUCED THE AEP-3 RECEPTION > 1 I 1,11e ,,,�v»,,,., ,.,- �„�,�._, .. UP AEP-6 AVAILABLE CAPACITY TO LESS 'THAN 50 PERCENT OF THE 'RE UIRED CAPACITY. , x I i I I I I I �- w 0 I I I I I I I I I ,.r _ _ ,.,.7} ,X,- ,7 Q w„� � - I _, , FE 1 5 o o = - ��, 1I 1 � EVEM . w CO ------ _. �:,r__ -' - -__7• ,. -:mss-� � " -w q W ! EX EM E EX/ENI- , �- 105 / . . - CO �J -- EX EM , :I ,,...,. - u � G E AL OTES I I E R E FE 30 ,_5., EN R N T .� r .��.. . ------- G �_ ��,.. r, - i �r_ _� - F E 4 co . X _ E � ��� - -------- - - -- - - - . . _ - ---- - - -- -- - E. NTS - - �. CO - - , . 107 ry . ________ - - 1. ALL INTERFERENCES WITH WORK TO BE PERFORMED ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR ERECTOR SHALL FI ll i, r . __-_---- �` AEP-1 � - ® VERIFY LOCATIONS OF EXISTING UTILITIES TO BE RELOCATED PRIOR TO THE START OF THE WORK 1 ------_1 I a _ 0 . _AEP 2 .4 _ _ T ., - . _'I / :AEP-3 6 = I 2. SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REGULATIONS. ® - ALL WORK . AEP-3 -- -- =AEP-4 - I _ ,< - AEP 6 I, AEP 5 ; , 1 ® 3. MISCELLANEOUS WO K NOT SPECIFI ALLY SHOWN ON THE GS CH AS CUTTING, PATCHING, TRIMMING, ETC SHALL .'3E 1 R C DRAWIN SU i-_----�' AEP-6 = I ��p�ORMED AS REQUIRED TO MAKE THE WORK COMPLETE. - L------ii �," - 1 I�__====-11 _ , ° 4. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR CONSTRUCTION SAFETY. INFORMATION SHOWN OR LACK OF INFORMATION SHOVN � - ra a a T a a i; . a - ; : I; .: ° ;; ON THESE DRAWINGS NOR PRESENCE OF THE ENGINEER IN THE FIELD SHALL RELIEVE CONTRACTOR ERECTOR OF THIS 1� / i I a �� w RESPONSIBILITY. / - . I ---- II g 10 -- r i i �' w 13 - = 1 1 09 w 5. CONTRACTOR/ERECTOR SHALL NOTIFY ENGINEER 2 DAYS IN ADVANCE OF ANY SITE REQUIRED VISITS. ,` -- -- - i l X / -. _ _ -1 - --- - --- ----------I--------� - CO o r L� 6. DO NOT SCALE THESE DRAWINGS EITHER ELECTRONICALLY OR GRAPHICALLY. IN THE EVENT OF A DISCREPANCY BETWEEN _! - C�° .� - DIMENSIONS CONTACT ENGINEER. - '� C c r, = 1 111 . ' } 'A 113 I 1 � EX EIv1 7. CONTRACT/ERECTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS A DIFFERENCE BETWEEN EXISTING CONDITIONS AND T-IE C a--- T - T i FE-6 g ---_ -- ------I.--=1 ---- ` . _ CONDITIONS SHOWN ON THESE DRAWINGS. I ---- - - - --- I - - - MEZZANINE 'L ( / a._ �_, D - - I ----_i - 9. ALL WORK SHALL CONFORM �0 THE REQUIREMENTS OF THE 2010 BUILDING CODE OF NEW YORK STATE, 2010 PLUMBING FIRE EXT. x _ a i; �� � CODE OF NEW YORK STATE, 2010 MECHANICAL CODE OF NEW YORK STATE, 2010 FIRE CODE OF NEW YORK STATE, 2015 �� � ENERGY CONSERVATION CODE OF NEW YORK STATE ASHRAE A90.1-2010 , AND TOWN OF QUEENSBURY LOCAL LAWS AND REGULATIONS. 4 i IDS CLASS i _ - a,ti 9. SIGNAGE SHALL CONFORM TO CHAPTER 11 OF THE NEW YORK STATE BUILDING CODE AND THE REQUIREMENTS OF ANSI Ai 17.1. FE-1li, 4-A - . - . 3� - ,), IN ADDITION THE FOLLOWING SIGNAGE SHALL BE PROVIDED: FE-2 4-A - " _ i - - ' MEZZANINE. OCCUPANCY: 31 PERSONS FE-3 4,,A �/ / x L I E S A F E T 1 PLAN G R O U N D L E V E L MEZZANINE LIVE LOAD: 100 PSF FE-4 4-A YOGA ROOM OCCUPANCY: 20 PERSONS FE-5 C � - . SCALE: 3/16"-1'-0" PART ROOM OCCUPANCY: 20 PERSONS FE-6 4-k y BOTH SIDES OF DOOR 8 SHALL BE LABELED "NOT AN EXIT," LABEL EXTERIOR OF DOOR 9 "NOT AND EXIT." ' OOR, - 1 - TR SSS NAGE AS SHOWN BELOW LOCATED AT EACH EXTERIOR D AND FIRE DEPARTMENT HOSE CONNECTION. SEE TITLE 19 NYCRR _ . "I i., CHAPTER XXXIII, PART 1264 FOR SPECIFIC REQUIREMENTS ON SIZE, - . COLORS, AND LOCATIONS. . �. . FIRE EXTINGUISHER ' RANGE EZZANINE . . -3 ° - _ . . - . . . - - .- . .. . a �;,, , v> .,, , ... , _ ,.. . -. _ - _ . . . ;' i _. ..ten,r�:�:i - .._..T «,��» - . . I ° N - I' :! - � �A T «. . I - - - '` - . T - CL e .. E RO TI NOTES _ _ _ _ _ - _ - - - FIR P TEC ON ',-- _ . „ , w.,�.,. , u .' f . - _ x ..,_.+ .., m _ 1 '...".' _ . _.. °., ,..• ., - 1. AUTOMATIC FIRE PROTECTION SYSTEM'»PER BUILDING CODE -OF .NEW YORK STATE PER �... ,. . _. 1B _"_, . . '-, - ,. :. ON 90 S RE IRED �i - -- -'h 1 .._ i - SECTI 3 I QU o---- 0 _ 2. FIRE"ryEXTINGUISHER'.LAYOUT- SHALL`'"`BE ryPER BUILDING CODE OF NEW YORK STATE SECTION r �j ^� ., - T SECTION 90 AND N P 10 SIG B -, `S. `� r " �.,, ,,, _J..r 9061 AND FIRE CODE OF NEW YORK STA E, 6, F A . DE N ASED �. R _err - - ,„N, e. "'d."' - - 0'' - IGHT HA ARD CLASS A FIR S. 2F'6 y ON L Z E �; 3 ' FIR N 907 �, FE-1 f f,,,,,,,,a ,k . , . E ALARM AND DETECTION SYSTEM PER BUILDING CODE OF NEW YORK STATE SECTIO ;3 = s 1 -__ SHALL BE REQ_ UIRED..ALARM CONTRACTOR SHALL SUBMIT TO ENGINEER AND TOWN OF - �_r QUEENSBURY THE FOLLOWING -PRICE TO PROCUREMENT OF COMPONENTS: ". LAYOUT � �� - - _ PROOF OF COMPLIANCE WITH NYS BUILDING CODEAND NFPA 101 � , ct' D . 4 s r` _., . �� CUT SHEETS OF ALARMS AND DETECTION SYSTEMS. �� II 4. FIRE PROTECTIOIN CONTRACTOR SHALL SUBMIT TO ENGINEER AND TOWN OF QUEENSBURY THE ' ' ' ' ' ' ' FOLLOWING PRIOR TO THE START OF FABRICATION/CONSTRUCTION OR THE SPRINKLER i DOOR GROUND LEVEL I I I� I� i� I I I II I I� I I I I i I I I I I '1I �I iI I I I I I. it i i jl I I MAEP- 1 11 SYSTEM: i � MAEP-2 - . .,",.�,,» N _ ..-... ® .�,. .._ . ... ,,�,,. LAYOUT , I I DESIGN CALCULATIONS J+ I I I I I I I I I I I I I I I I I `I I I I I I I I I I 1 I I I I I 1 I - „ __ ___ I � - DETAILED DESIGN DRAWINGS . L i . DOOR GROUND LEVEL - FLOW TEST RESULTS ---- --- - co --- ---- 0 � ; F -------- � a - E FIRE EXTINGUISHER RANGE GROUND F J ACTUAL EGRESS PATH LOO R _� I 3 i MAEP-1 92'-10" i I --- --- SCALE: NTS i ; MAEP-2 147 -9 --- ---- -- ---- - l '. REV. DATE DESCRIPTION I BY CHECKED' APPROVED 1 : i { . -_ ____ -- ---- . I 0 11-AUG-16 fSSUED MEA PJS PJS _ - � � � 1 8-SEP-16 ADDED MEZZANINE STAIR & CATWALK ` MRS PJS PJS --- ---- , Oho --- -_-- 112 a m N ® _ �� PROPRIETARY DATA TRSB ENTERPRISES, LLC A THIS DRAWING AND THE SUBJECT MATTER A -0 �,. SHOWN ON IT ARE THE EXCLUSIVE 1 O =, o to PROPERTY OF HIGHLANDER ENGINEERING 54 CAREY ROAD � SERVICES PLLC. REPRODUCTION OF y x- ,,i.ST y; v 3 ,;cf�-'"T THE DRAWING IN WHOLE OR IN ANY TOWN O F QUEENSBURY, NY Z r'4�i�_?,, � ��r6� PART AND ANY UNAUTHORIZED I cD () �` 1 yl �' UTILIZATION OF THE SUBJECT MATTER LI F r +� rif, -� * O �',,i,, SHOWN ARE STRICTLY PROHIBITED FE tQ v,_ it ___. 0 C� �q `- ; -'- s J 3 O ' - j4,I-,, DESIGNED BY: DATE: REFERENCE DWG. WEIGHT PRO ECTION asp. 11�i7 �s r MEA 11-AUG-16 D - I �'~ v�N` HIGHLANDER ENGINEERING . :. Q Co i SERVICES, PLLC CHECKED BY: DATE: TRSB ENTERPRISES, LLC DOORS p GROJND L I �'E S A F ETY f�A N E Z Z A N E L E E L :' a• r 182 COUNTY ROUTE 44 PJS 11-AUG-16 M-104-15 r ARGYLE, NY 12809` LES EL , info@highlandereng.com APPROVED BY: DATE: SCALE: DRAWING NUMBER REV ' SCALE: 3/ 16 =1 -0' :; +1.518.232.1988 PJS 11-AUG-16 N /A D- M- 1 04- 1 5:A-0 1 c Co •ri ht of Hi hlander En ineerin Servicee PLLC 8 � 6 5 -- 3 i „ ... ............................ i 1 1 ! Q .-91 � 1 O Z C14 LIJLU ca Q O � m q U I= l LL LJJ V) 02 Q h0 z ILands N/F of o NDC Realty, Inc. CiRE \ \ \ LLJ Z S � � Q 84 E 54. 75' J .u. Q. U LL ELEVATED AC UNIT �o S i9 0 ted' _ LEVED AC UNIT A I r � ATE E V DACU NIT CIPF n Q) O 04 5` c� METAL FRAME BUILDING I �' OUl OVERHANG a ' LIGHT POST C.M. Cd o OVERHANG,^ w z Q Cr Q, 4-4 s, �I 53'± E : O 8 9 AC - ^ G J R7 mLU -C LIJC) ® O O F-+ • .,.,. VERHf\N � � v z ERHANG � � cn METER , v _ I �j p = \ STONE �. , U ll..,fJ VAULT © CONCRETE WALK rh 1 LIGHT POST N : . r 5 �> Lot 2 ASPHALT PARKIN a F= { `¢Nzwmwa 8<�Woo Z=Z _ I G - - - F J596w wwwd 53 F r W Area <N�<�2oUaQ<O z FZ� 106140.3 Sq. Feet o 00 z aam,�pFm z o l4 Acres i - - - - - - H a N a w¢m o 3 0 o o w w 2.4 OZ p N p �U r O i>K S z m V w�6or o 72w>�w " zm rzx r=�. w: U G w N o N� Oxra ozco n - i CRUSHED STONE \ LIGHT Posr LIGHT POS-T ` `f� VAlC Note: - Q : 1. This map was prepared without the benefit of an '�, �`� f abstract isof title or subject to fact con-�a.inedate ythere tle ort and Map References: Z a _ Northern Distributing Subdivision Phase 1 �d Dated: October 28, 1987 V1 By: Associates,-, 989 IR Last Revised: September 15 B Rist Frost P.C.P ' P Z """ z❑ ca Northern DistributingSubdivision Phase 2' O ce 6 331. Dated: February 1989 TP cg 8 N 84059 Last Revised: September 15, 1989 ry „ 18 W """.'.•• By: Rist Frost Associates, P.C. CiRf �w P'i d' r Legend 03 Cd C\2 IRF = Iron Rod Found Cd w CIRF = Capped .Iron Rod Found C.M. = Concrete Monument Found � ri"= Fire Hydrant co :C Lands 'NI F of tle Northeast Power Realty, Inc. V- Water Valve �m r' Shutoff ' ®ate- December 5 - As halt Drlve � � — Water ®H- Catch Basm 1 ,-2015 'Scale 191-20' t 'W SHEET 1 OF I Hard Rock Training Center', Inc. DWG. NO, 15-1 5G D20G5 308.20-1-3.5