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HomeMy WebLinkAbout8094_6_001_NA_267_UNION_NA 7 UN ( 01Q p\ --L-..71 -)CA.-------' . so C't 1-1-f ., pLfyl_fv•LT- l'r- I Cl 3 P--b cd t ".._( ob itzN,Tiszt_o-cc. S-TA-mia-c-, ctli7ic I . ...,..",0 3 1 (0 ( 0 I .f. ` :., . . •-).. • • CERTIFICATE OF OCCUPANCY No 4196 CITY OF SARATOGA SPRINGS, NEW YORK I q r Building Permit No. ( ci R Z 1 Date Issued ' i , Owner W'laA Address Tax Map I D.Number OCG-44440 A- PAv► Lt• o>✓ S This is to certify that the 6.4E1.". ( `1 _''-`( t/IGAO Q./i k.40 i raw. namecl above is in compliance with applicable codes, ordinances, and approvals, and is ready for occupancy as a C2 c-7(2•4‘V4.1••5 The following items are conditions on issuance ofthe certificate: • • Date 1 1 7—c, l 0) Building Inspector Olsen Associates Architects 36 Long Alley,202 Saratoga Springs New York 12866 Transmittal 518 583 9004 Date: May 10, 2001 To: Offices of City Engineer City of Saratoga Springs Saratoga Springs,NY 12866 Attn: Steve Henderer SA From: George L. Olsen Re: NYRA-Bond Office Pavilion Attachments: (1)copy of S1 -Site Plan, dated 4.19.01 Remarks: For your review. As per our conversation this morning. CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518) 587-3550 INSPECTOR REPORT Job Site Z7(, ()),)1,0/L) / ) Permit# 2OO2-7 File# e 0 9-d-j n L -.ply 1 ' 492-9' _ Footings Foundation Insulation before before Rough Rough before Septic Other Final s '‘) ' Concrete Backfill Framing Plumbing Sheetrock mc--► -) ltvP 00-\ 7))` )o ) Q2- CAVf g I / 45 0 A i--L__. ),A V's e c::fit/ F,CZ.t 6-LA 1 .14-, G `-A. t , O < 71 1 es pi C4 rrn6OG ALLItt ' -'in. A 1.. 1-FC►-�IC�o L_.--.v5Q - 0<t/ 71<b'/C! I a ' L Ae.yr, G .61‹..... J,dT -( r OW. ,. i f R `_ - ' a c6bga-v t? • 1 �l 15 P-3 Passed .11‘-5W ,P , Reinspection `�'`r Failed Required Stop Work ^--_, Inspection Date —1141^1:2-5.9) Lac') Inspector t ,SJR 1 0 o CITY OF SARATOGA SPRINGS 'ti BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z71`c U NnoA"' A'v Permit# ?ice Z1 File# 8 o 'y% (5...29 Footings Foundation Insulation before before Rough Rough before Septic Other 411, Concrete Backfill Framing Plumbing Sheetrock 40Kt--4A\•W N. PYkut:.%4.,.-.•. -15 1 l.`. ( cZ<1 ,)N,rt'• w61/4- -r vn.'f -"(t ®3 T✓ �) 91�-re-rt vl� cQ vcY ,11.@ 51 �vL lk1c -- NSD c.&,--Q)--rt Flo-r C>-) O F P.'rt . Is- ^r'', 5 Y iy'/ "AAS F.'‘4,-/A‘...- Epee-1'6A(.vsN- l U S 0-e+-r 1,7'-3 — P L160 c-©%./ pct,.5 l YZ- c,(FA 1.I't-Qc, N1/4/0.-c. — CSR t t-`-(-� '3e). Ot Gc- — F►oLv ,– --t-Lac-r %c A.`. I \'J5 PL.:0-n t� Vt-octciP P 1 in ( 1/4..46vrz C-c -rti xci c c r t-.� r3 v\L.011,-'U NArt Pc ccs t 1V---Q--- PoP— (-4cvs4wat-s j> s --rte c-,c•-• t--(t-31-> 4 T 0-o O112.. e — DcicY7L AP-c. WacrZ< L E V02_ DYZ, 1-,0 P "`r-ePc. s .-c1i1R€1) 1+3sE- 131605- Nt9c1PO-rn s1 p ) Passed Reinspection Failed D U .-1-, Re•uired Stop Work Inspection Date ) 01 Inspector iki$ 4 1 LV-C)" r 11 • e 1- • . File O. U _ '4 APPLICATION FOR BUILDING PERMIT -- CITY OF SARATOGA SPRINGS Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866 -- (518) 587-3550 Application is herefiy made to the Building Department for the issuance of a )3.iildinq Permit• pursuant to tho N.Y. State Uniform Vire Prevention and Bulding Code for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed on this application which are part of • these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. A. Application must be accompanied by: . • 1 . Plot plan showing lot dimension's; buildings on the lot and their distances to one another and .to tho lot lines; and a detailed description of the layout of the .property. . 2. Complete set , of plans ` showing proposed construction and a complete sot of specifications. • 3. Appropriate permit fee. • . C. work covered by this application shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plans must be authorized by the approval of revised plans • subject to the same procedure established for the examination of the original plans. F. .Building Department shall' be notified. (minimum notice - 24 hours in advance) according to the required schedule of inspections, which shall include but not limited to:... 1 . Foundation footing before pouring concrete 2. Foundation before backfill . 3. Secure surveyor's location of foundation and submit to Building Department ••• • 4. Plumbing, heating., framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final•inspection. for Certificate of Occupancy. G. All electrical work needs inspections by and a certificate• of compliance from an approved inspection agency. H. The building permit is' effective for one year from the date of issuance unless conditioned for a lesser period of time. °' C3 .o Zoning Information .I Application No. T3 18 I . Zoning District w S' ,M q Permit No. 1992-q• r • �N 1 -t1tQ Sect-Blk-Lot 1 Lot Width •� �,^^. ��1 " �� Date Applied »� 1: + L � ��JIJ Lot Area 0 yQ AC` eA - Issue/dory dat• • [1 ® No. of Bedrooms !� • Permit type t� 1st Floor Area SIO-1 Permit fee1T3(v No. of Stories Q�vt�.c� a, , , Bldg. 'Height IiJ 1-1101 2nd Floor Area CKLOM' • Basement Area Job Site fID'iA- Yard Dimensions for Principal Building 2(Ci 111'1ibVi` Front Rear '— __b__14______ 11(`71 Left Right --- + owner I_ _i Accessory Building - Distance To Address . -1 Orn ori ke Principal building - Lett lot line Rear lot lino Right. lot lino ,Phone J Is job,.site in ..a floodplain? + Applicant _tAsso�oc� yes no� Address Is job site in a historic district? ?i(0'i or'1 �►i�,�z Yes no . J Phone tig3 `�cw' Construction Costs • + Contractor IN3P-AB Ikprovement • Address 261 Onion plie. .Electrical $ IS t000 • Th - .. ' Plumbing • . • 5 1 c)00E ���,. / Heating 15 000 ! Phone4,-m-0 -co Other ( Comp. Carrier • TOTAL COST — •T Policy No $ A�;1W . I • • P&GE 2 • • SP.ECIFICATIONS & MATERIALS CHART •GENERAL SIZE - - MATERIAL ' • SPECIFICATIONS OTHER FOOTINGS o� x. ,� �� CSF 3�,.,j-� Pgi r. r 1. c)c-D-� . DRAIN .—_ going to: . . SLAB 4 it . evne.. . JoO psi .FOUNDATION WALL - it psi cone. 35 O0 • WATERPROOFING ' . b-- pc rl7f t 'fl • • VENT . �'�' Y' . • • • COLU)cNS,- PIERSpoi GIRDERS • . . _ . . EXTERIOR WALT. STUD o.c. INTERIOR WALL STUD • • o.c. FLOOR JOIST, 1st FLOOR o.c. • FLOOR JOIST, Znd FLOOR .. . . o.c. CEILING JOIST ROOF RAFTER -QS S o.c. COLLAR TIES' RIDGE FLOOR SHEATHING • ' — WALL SHEATHING 1 12.11 • ROOF SHEATHING .• •• . . • i .1 . to ed-. le pl wol INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR FOUNDATION.- OUTSIDE ' . a . FOUNDATION - INSIDE ` . . • UNDER SLAB i • EXTERIOR WALLS it. CEILING/ROOF . '5) "�� 1 - 7. FINISH WORK • SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS o k .. .. . ::.. •- - .•. - INTERIOR WALLS • FLOOR CEILING ROOF. MISCELLAI,MOUS r ,r f" droll/ •.................. ......... .................. IIIIEIZMB MATERIAL --' { Page 3 HEATING SYSTEM PLUMBING - 0 UNITS & VENT SIZE • TYPE FUEL SINKS LAVORATORIES VENT-MATERIAL SIZE TOILETS TSTUB/SHOWER y G SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) • WATER SUPPLY -0 PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL FLUE SIZE CRAGE TYPE : ATTACHED DETACHED UNDER NO. CARS GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: • Hr. Fire Rating PORCH: FOOTING FOUNDATION • ADDITIONAL INFORMATION: •. • • • • STATE OF NEW YORK County of • es: being duly sworn deposes and says that he is the applicant previously named. He is the of d and is duly authorized to perform or have performed the said workand nto make -and s, file this application; :tha.t all statements contained in this application are tfe to the best of-his knowledge and belief, and that the work will be perfol,ued inuthe manner set forth in the application and in the plans and sptcif•ications filed there- with. • Sworn to before me • This �_ day of y �j 4 19 — Ai� �,� Notary Yuba •ig IIt'�jy'. ewner County , i/� Abb. SiMyre •'i pplica • • • • • PAGE $4 . Date Lcication Pur�„it/�'9.J.o No. ._—_—___ * LOCATE MAIN BUILDING , ACCESSORY BUILDINGS , AND ANY ADDITIONS, ' • GIVING ALL PERTINENT YARD DIMENSIONS . • i{ REAR LOT LINE ft • • . • • REAR YARD . ft . LEFT . RIGHT LOT • LOT LINE LINE • ft ft .. . • • LEFT ftMAIN --4-- RIGHT ft • p YARDS BUILDING RIGH • . . FRONT . YARD • ft • • • • � . v ,±_____.____ __„,_ FRONT LOT LINE ft , I .1 1. Z&7 L)V Ian Ot �' -- /dlS✓1 Ye-C -. - - - - - - PrElED I 4"-IS%-444A'Ce:-/ i L‘J CA)Al'V . . _,....0' 1✓GlySIT 'r A 144, FEE - - - - - ---- _ _. _. .__ _ _ - -- — - —- - - - - A`- - - 3 - _ __ _ . . - 1 L . _ _ -- -__ ---- - -_ ____._ _6� _- - -- - -- — - _ _ - – - -. __ . —�.___ __—.__-_ __ _- ---Er L33o. b� r °r. 1,, - I I 1.. ,, 4 4 . . _ _ -_ .... . . . . _ . . _ . _ - _ ;_ __ --- I ; I 1 . 1 I I . .... --- _________- . . -____ ___ -. _ _.-...___I._-- - - -- I I. - - -- __. -.__`.__---_... - ---- ---- ---- -[- -- -- -- • --- ._ -- - - _- --_ - -_.- .-_- T _ _. . ........ .. _ . . - .- _. ............_-.,--i• _.- ....... _ _ . . I . I 11 RECE1VED C>1 • STATE OF NEW YORK DEPARTMENT OF STATE 4 I STATE STREET ALBANY, NY 12231-0001 RANDY A. DANIELS ' SECRETARY OF STATE -In the Matter of the Petition of DECISION Olsen Associates For a Variance to the New York State PETITION NO. 2001-0401 Uniform Fire Prevention and Building Code Upon the application of Olsen Associates filed pursuant to 19 NYCRR 450 on April 30, 2001 and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the construction of a Cl (business) occupancy, one story in height, of type 5b(wood • frame) construction, approximately 192 square feet in cumulative gross floor area, at 267 Union Avenue, City of Saratoga Springs, Saratoga County, State of New York. The petitioner is seeking relief from: 9 NYCRR 900.2(d)(6), which requires that plumbing fixtures for employees be located within the same building when the building exceeds 100 square feet in area. [The petitioner proposes the alternative of installing plumbing fixtures in a neighboring building that is located 140 feet away from the proposed Cl occupancy.] FINDINGS OF FACT 1. The proposed building is a small building that is 12 feet by 16 feet in outside dimensions. It is intended to be used as an office by one horse trainer during the racing season. There is also under construction another building called the Oklahoma Pavilion. 2. The Oklahoma Pavilion is located 140 feet from the subject building and consists of two restrooms, one for men and one for women. 3. The building contains a total of 4 water closets, 2 urinals, 2 showers and 5 lavatories. These facilities will be available to the occupant of the subject building. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the alternative which will achieve the intended objective. A variance would not substantially WWW.DOS.STATE.NY.US • E-MAIL: INFO@ DOS.STATE.NY.US RECYC1.[D PAP 1. -----. - - r + Petition No. 2001-0401 Page 2 affect the code's provisions for health, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 900.2(d)(6), be, and is hereby GRANTED. This DECISION is issued under 19 NYCRR 450.6 unless sooner rejected by the petitioner in a writing received by the department,the decision shall become FINAL after fifteen days of receipt of the decision by the parties The decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. 9 • r. ' tee •= E. Clark, Jr. Dir= or, Codes Divisio Date:3/30 /0 JAM:sg Petition No: 2001-0401 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. GEORGE L OLSEN OLSEN ASSOCIATES ARCHITECTS 36 LONG ALLEY 202 SARATOGA NY 12866 MICHAEL BIFFER CITY OF SARATOGA BLDG DEPT CITY HALL SARATOGA SPRINGS NY 12866 NY RACING ASSOCIATION C/O GEORGE L OLSEN 36 LONG ALLEY 202 SARATOGA SPRINGS NY 12866 J/130 V� J JUN-21-01 09:21 PM SARATOGA RACE COURSE 518 583 2126 P.02 • 04. • • AlROC READY , c:'NDLIE AL MODEL ENERGY CODOE is ,��hen useA�'+�ih Juno ALG Series Gasket •PCrlormnnC°Teetetl P191.1 { •No EnCIOSur(`ReRu�retl .. ,.,Irrtro uGlrl .,. f••"•"'•'-•-" Until nci,[C fortune have off!•been panlaUy.ueuusftd in preventing air Sow and ene�;y 1 loss,Juno's new AirLoc Reedy Housings feature no perforations end putcnprl lee['pulls, -1 U 1 " JIhispThe addition of Juno's Rir•Loc Owlet to the Air•Lec Reedy Holing cum ietely seals .::tti,. the&Owe,Inf,14 oue eirflua and melee your recused lighting a truly enesg j-eRiucnt , ±;. R E A AD'Y Air•Loc"stem tete chest below),Look for)Lis-Loc Ready Housings throughout thu egtalog to bs assured of maximum entity protection in YOU«Cowed lighstnp• TI-4. JUN( IC , 1•I'...JU:)IkC • 1.' y No Perforations t ' . . . a No Leak Paths Co • x Icy t I ' '5tf � }' 'avec Money '' � I • May Be t T: , Complete ; ., ';is Covered with r. i l` i Insulation i , 4.11<?.L.Qi':® c:;,1'.'-r JUNO r",iR•LOC`' 1RIMr -' ' The Finishing Touchiell awn When the Air eppence n tabu,an inti riv rewind what ne*4dishICHoner , ' AOjaroAm-Lot Rao* I v ' ir: U ' 1 r, ' itxrutclI cin!IOW be fltttd }, ►r t .y .1 with the euy to instill! Air-LeeQuito.Die-ti, Ant oftetkteeh lirjeallil t46al-kehea 0 ,1ail ,ncbu` non•poteue and Fierible,the Atr4elmte 5 a.f1lnun, ad ea,fs f +• p Juno Als dA¢Cake conform 9:G toil ben ea,R. Ar ,.A iy$¢on co, .f er . (CI u,•CYen furfactt tad ettt'the.'peed / -- hetiv ern the firman said ceiling opening- EntegyLcuPM=.41 Million 0 f 'ir. ,' alitnitiilnyltakpith,snderecuiigget MotwiEatertys.Yings"MEI$2.17 perfumes ¢,, I' ainiihte;,ir•I.oecyettsn, 01,s7At�rma14 !' • ,see te S.e4 pn a . 1. I•nt.It3 at,tAo 7007 7,",30 07/19/2001 08:48 FAX 3187930002 MAHONEY NOTIFY + riti 04 (111Mahone V(i /IC.M ilii t61:k`,IAII$ •i1 YJ V:)F:i( 1,601 Notify-Plus inc. iin iQ:i-:'sy f.l}, �•c :4.,.i:cf._ • f July 18, 2001 f Mr George Hathway New York Racing Association Union Avenue Saratoga Springs, NY 12886 t Dear Mr. Hathway This letter wil' certify that Mahoney Notify-Plus Inc., has completed the final inspection • of the fire alarm devices located in the Caklahoma Annex Bathroom on July 16, 2001. This inspection included testing of the alarm devices. At the time of the insoection ail devices were operating correctly. Should you have any question, piease do not hesitate to contact our office. e. Sincerely, Benjamin P. Chapman Operations Manager 1• ra • IK1e5-1g*Oin 05/16/2001 08:11 ' 5182740404 PelCOLLINS LUMBER CORP PAGE 03 G j, TOY-- Min I truss Type •i Qty Ply ALteRDia,N.Y.R A. NYRA3 T1 ]QUEENPOST 126 1 ' COLLINS TRUSS SYSTa1S INC.,TROY N.Y. 12180 4.0.32 s Feb 181999 MITek Industries,Inc. Wed May 16 08:45:58 2001 Page 1 1-.1.-94.11. 5-0.1 9-6-0 13-11-12 15-4-0 10.0 50.4 4-5-12 4-5-12 5-0.4 1.0.0 4x4= 6.00!12 4 1.5x4 - • I 1.5x4... r, 3 , l � I 2.:.::.. 6 5x5= 8 5x5= 5x8 2'. L.....__ .._.. 9-6:0.. .. } . _. _ — 18-0-0 _._ ....._.._.... .....i 8-6-0 9-8-0 i Plate Offsets(X Y): [2_0-i_15edge],:6 0-1-i 5,ed9ej [8:0-4-0 0-3-0) --- - , i 8 0-4-00-3=01, • LOADING (psf) SPACING 2-0-0 CSI i DEFL (in) (loc) I/deft PLATES GRIP TCLL 50.0 Plates Increase 1.15 I TC 0,61 I Vert(LL) -0.09 8 >999 M20 1971144 TCDL 10.0 Lumber Increase 1.15 I BC 0,92 I Vert(TL) -0.29 6-8 >772 BCLL 0.0 Rep Stress lncr YES WB 0.33 Horz(TL) 0.05 6 n/a BCDL 10.0 Code BOCA/ANSI95 I ! 1st LC LL Mln Vdefl a 380 Weight 65 lb , LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-4-4 on center purlin spacing. SOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. • WEBS 2 X 4 SPF Stud REACTIONS (lb//slze) 2=1447/0-3-8,6=1447/0-3-8 Max Horz 2=-54(load case 2) Max Uplift2=-192(load case 4),6=•192(load case 4) FORCES (Ib)•First Load Case Only TOP CHORD 1-2=26,2.3=-2012,3-4--1430,4-5=-1430, 5-6=-2012,6-7-26 BOT CHORD 2$=1782,6-8e1782 WEBS 3-8=-570,4-8=722,5-8=-570 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom Chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33.and the plate grip Increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 1 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 192 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard r I 05/16/2001 08:11 5182740404 COLLINS LUMBER CORP PAGE 04 Job Truss —Thugs Type- –__ -- lCty ;Ply ALLERpiCE,N,Y.R.A, i INYRA3 1T1GE jUEENPOST 2 1 CCSLLINS TRUSS SYSTEMS INt,bi-&MY. 12180 4.0-32 s Feb 18 1999 MTek industries,Inc. Wed May 18 08:46:00 2001 Page 1 (1-o'0i_....--�...._ _...._... 9-6-0 +.. . ...._ 19-0-0 ...:.,.._.. 1-0-0 941.0 9-6-0 1-0-0 4x4;.:: 8.0002 6 5 `"t}': 3 ! 9 :;Of ; 10 rn 3x4= 18 17 18 15 14 13 12 3x47-- 5X5 x4T=5x5 • .---..._.—.___.._....... ... ........ _......_ ��-0-0 ...._..... ..---.�..._._._...—_--..._...., 19-D-0 Plate Offsets(X,Y): [15:0-2-8,0-3�]- .__.. –.----•-- LOADING (psf) SPACING 2-0-0 CSI °EFL (In ) (loc) Weft PLATES GRIP TCLL 50.0 Plates increase 1,15 TC 0.22 Vert(LL) n/a - n/a M20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES W8 0.10 Horz(TL) 0.00 n/a . BCDL 10.0 Code BOCNANSI95 (Matrix) 1st LC LL Min i/defl=360 Weight:71 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. • BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=382/19-0-0, 15=234(19-0-0, 10=382/19-0-0, 16=293/19.0-0,17=224/19-0-0,16=430/19-0-0, 14=293/19-0-0, 13=224/19-0-0 ,12=430/19-0-0 Max Horz2=125(Ioad case 3), 10=-125(load case 2) Max Uplift2=-58(load case 4), 10=-58(Ioad case 4), 16=-46(load case 3),17=-44(load case 4), 18=-61(Ioad case 3),14--48(load case 2), 13=-44(foad case 4), 12=-61(load case 2) Max Grav 16=305(Ioad case 5),17=224(Ioad case 1), 18=431(load case 5), 14=305(Ioad case 6),13=224(Ioed case 1),12=431(load • case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=51,2-3=48,3-4=-114,4-5=-96,5.8=-100,8-7=-100,7.8=-98,6-9=-114,9-10=-141, 10-11=51 BOT CHORD 2-18=0, 17-18=0, 16.17=0, 15-18=-0, 14-15=0, 13-14=0, 12-13=0, 10.12=0 WEBS 6-15=-198,5-16=-249,4-17=-200,3-18=-351,7-14=-249.8.13=-200,9-12=-351 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they 1 are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) For studs exposed to wind,see MTek"Standard Gable End Detail" ` 4)All plates are M20 plates unless otherwise Indicated. 5)All plates are 1.5x4 M20 unless otherwise Indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 on center. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift atry joint 2,58 lb uplift at joint 10,46 lb uplift at joint 16,44 lb uplift at joint 17,81 lb uplift at joint 18,46 lb uplift at joint 14,44 lb uplift at joint 13 and 61 lb uplift at joint 12. I 9)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard • 4. t•„ �. APPLICATION 9" FOR PERMIT FOR 2--t-t) Il�LS'i'Ar r�ATI. OF PLUMBING 9 P.NO. Building Department, Department of Public Safety FILE NO. City Hall, Saratoga Springs, New York 12866 - (518) 587-3550 5/i/0) 07'61) FOR OFFICE USE ONLY APPLICATION DATE S a PERMIT NO. (rjci--) o PERMIT DATE CONDITIONS 5 i PERMIT FEE ??,50 3z9 Application is hereby made to the Building Inspector for the issuance of a permit for the installation, alteration, or repair of a plumbing system (including any part thereof) within a building or structure onprivate property in the City of Saratoga Springs, pursuant to Chapter 83, ArticleIII of heode of the City of Saratoga Springs. The owner and contractor agree to comply with all applicable State and Local Regulations and Ordinances including all applicable provisions of the New York State Uniform Fire Prevention and Building Code and all conditions expressed in this application and will allow all inspectors to enter the premises for the required inspections. The following regulations shall also apply: A. This application must be completed and submitted to the Buildin Ins B. This application must be accompanied by : g pector. 1 - As needed - plans and/or schematics of the proposed plumbing system(s) . 2 - Copies of the master plumber's license and his current registration. 3 - Proof of the master plumber's liability insurance, specifying limits of liability not less than $1,000,000 with the City as "Additional Insured"; or proof of an owner's and contractor's protective liability insurance policy, specifying limits of liability not less than $500,000 each occurrence both for bodily injury and property damage, and with the City as "Named Insured". 4 - The appropriate fee as calculated on the reverse side of this form. C. Plumbing work for which this permit application is made shall not commence prior to permit issuance. Minimum 24 hr. notice required for all inspections. D. Required inspections may include but are not limited to: 1 - A pressure test on piping of the potable water supply system prior to covering or concealment; test pressure shall be equal to at least the maximum pressure at which the piping is to serve. 2 - Water pressure test(s) on building drains, drainage and vent piping, prior to covering or concealment; test pressure shall be equal to at least a 10-foot column of water. � `1� 767 v'��o ��L , JOB SITE Iv`�,.l\ OKLikI{o11'l4 14.1\4�E)( COST OF PLUMBING WORK TOO OWNER 13,4:1) PHONE ( ADDRESS r`7 a� �� 411.4Aft•� �` 120 ^ .`�. --a • Imo.. /1. SIGNATURiiff -.011111\ DATE 5O0 MASTER PLUMBER l .(� PHONE ( ) 5-84-C11 1 ADDRESS of ,C I20 l SIGNATURE%\ AA �� �, + Q �---- L DATE 36 ►l _ O I l x'r1 .. - CALCULATION OF f PERMIT FEE FOR INSTALLATION4OF PLUMBING WORK f ;V ."$ ' Y BASIC CHARGE BY OCCUPANCY TYPE• a' (a) PERMANENT - NO. OF DWELLING UNITS X. $15 PER UNIT = (b) TRANSIENT - NO. OF SLEEPING ROOMS : X $i5 PER'ROOM- (b) i' (c), COMMERCIAL - NO. OF TENANT SPACES : • X $30 PER TENANT = (c) (d) ALL OTHER - NO. OF BUILDINGS I X $30 PER BUILDING = 36 (d) INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DET ` FEES IN ADDITION TO THE . - ERMINE • BASIC CHARGES: ' - WATER`+CLOSET 4' . - BIDET •URINAL` L - LAVATORY —BATHTUB (WITH OR WITHOUT SHOWER) - SHOWER STALL 7 - - SHOWERS (GROUP) -,PER HEAD. . . . . . ^ - SERVICE SINK, --1./- - KITCHEN SINK D - LAUNDRY TRAY ' DISHWASHER - HOSE BIBB - DENTAL UNIT O -, DENTAL LAVATORY -. •0 DRINKING FOUNTAIN F, o , - FLOOR DRAIN' 3, • , - WASHING MACHINE CONNECTION 0 �' '` - HOT WATER TANK I , -,HOT TUB OR JACUZZ I D -. ROOF DRAIN T 0 ^ - OTHER . 0 • (e) TOTAL - NO. OF FIXTURES ANDS/ORSCOMPONENTS" . \`. - --- A ,�` r.. ,=X 94Z.5O EACH;ITEM___=_,,,,...,,7 (e) \ ', j,--� -•\---,-ti ' ADD ALL DOLLAR-AMOUNTS-INTHEFAR RIGHT COLUMN FOR a,b,c,d, AND e ENTRIES: Irl S.49 TOTAL FEE AMOUNT = (MAKE CSS PAYABLE TO "THE CITY OF SARATOGA SPRINGS") • CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 610 A Permit# a 39 File# g 09 q _, Gl i,4gL .S6441- . Footings Foundation Insulation "� before before Rough Rough before Septic Other Concrete Backfill Framing Plumbing Sheetrock It- . a Alitet, ,1 ��---- - t-� `PL 1�1 ?C w 1 0f , ‘ \ ,� c i k)0-1c ,' --V-7-t-11-?KcA9 . -e.'XiqE a .R)6tx--2 ),/ili.c) P14-e ec Ci'Rib u � -06r- a-. CF:assedlCtS- ---- Reinspection Failed Required Stop Work Inspection Date ^I 1,01 13 Zi c5/ Inspector ,)1/4) l. CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z G, '7 L)/U1O/J ye._ a Permit# . •:::)03-7 File# 6 0 (ikz-/ Footings FoundationInsulation before before ough Rough before Septic Other Final Concrete Backfill Framin Plumbing Sheetrock / r , - • _ ;� CG L-.. - : c- ce I L -► L - _ - . € 0 Si — 40Ifr or 1Z_ AL l.) 1 A- c:::•,,..) - a Passed Reinspection Failed Required Stop Work Inspection Date --I it 1 Ill 2.0C ( Inspector –—Agri, CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 2.4 1 va..,,i At. Permit# 2.-42,Z 3 S File# Q`1 ooting Foundation Insulation before before Rough Rough before Septic Other Final Co crete Backfill Framing Plumbing Sheetrock Passed Reinspection Failed Required Stop Work Inspection Date to ( t7 Inspector 0 1c-(r; e--i Y File N o. a_/1q APPLICATION FOR BUILDING PERMIT -- CLTY OF SARATOGA SPRINGS Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866 -- (518) 587-3550 Application is heresy made to the Building Department for the issuance of a Building Permit• pursuant to the N.Y. State Uniform Fire Prevention and Bulding Code for the construction of builc)ings, additions or alterations, or for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed•on this application which are part of • these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. B. Application must be accompanied by: • 1 . Plot plan showing lot dimension's; buildings on the lot and their distances to one another and to the lot lines; and a detailed description of the layout of the .property. 2. Complete set : of plans ' showing proposed construction and a complete sot of specifications. • 3. Appropriate permit 'fee. . C. Work covered by this application shall not commence prior to permit' issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plana must be authorized by the approval of revised plans subject to the same procedure established for the examination of the original plans. F. .Building Department shall' be notified. (minimum notice - 24 hours in advance) according to the required schedule of inspections, which shall include but not limited to:... 1 . Foundation footing before pouring concrete • 2. Foundation before backfill 3. Secure surveyor's location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final •inspection for Certificate of Occupancy. C. All electrical work needs inspections by and a certificate of compliance from an approved inspection agency. H. The building permit is effective for one year from the date of issuance unless conditioned for a lesser period of time. • Zoning Information Zoning District J • Sect-Blk-Lot 'l Z - I• Application No. 9.507 No.' Da a Applied ,lnarg� `�,� • Lot Width + ,i;1 n ^ • ssue; deny d to Lot Area 1O ff� oi No. of Bedrooms •erm t typg �� �� - Q 1st Floor Area�C Permit fee""lll� �O No. of Stories • 2nd Floor Area °. Bldg. 'Height I�- 1- i1 -------_ Job Site / +'_— --i—_ Basement Area -- _ Yard Dime_ n=ns for Prin,cipal Building Front — Rear Left ::i01..,:, _ ght + Owner l / - - Accessory Buildin Address ---9 To _ o , 1C49 'e- Rear building /�`.../..V,� Rear lot line — Left lot line '— Phone li, � M Right lot line -- — + ApplicantQ1•200--k.. - Address . Is jok .site in .a floodplain? Is job site in a historic di yas_ no Address L • ��� � �, strict? yes no . Phone %h ...Oa Construction Coats + Contractors_ (� 1� Basic Improvement Address Ufa ika: Q,L .Electrical ------ $ 2.22 cal a J. • .R Q Plumbing ------- Heating I PhoneI _�, Other 1 Comp. Carrier ___________COST -�— Policy No5 (2O PACE 2 • SPECIFICATIONS & MATERIALS CHART . .r ___ .. t r_ SIZE GENERAL _. _ MATERIAL SPECIFICATIONS OTHER V OTINCS • psi . • DRAIN • going to: . SLAB 0 " 1( n0 , �" psi• FOUNDATION WALL _ psi. WATERPROOFING ' . --- VENT - COLUMNS,' PIERS pai GIRDERS EXTERIOR WALL STUD ibis o 0.0. 2 y - I). b . INTERIOR WALL STUD • • ' o.c. FLOOR JOIST, 1st FLOOR o.c. • FLOOR JOIST, 2,nd FLOOR - - o.c. CEILYNG JOIST 1 . 2K Li W Lon o.c. ROOF RAFTER • • 2.-K_ 0i) 10 IA o.c. COLLAR TIES' 2K1.( \fsip J 0" o.c. RIDGE FLOOR SHEATHING • . WALL SHEATHING I �i% ROOF SHEATHING . - ' LNSULATION MATERIAL VAPOR BARRIER FOUNDATION. - OUTSIDE R-FACTOR• FOUNDATION - INSIDE UNDER SLAB 110111.1111111111111111111111111111111.1 . EXTERIOR WALLS • CEILING/ROOF FINISH WORK _ - MATERIAL UNDERLAY EXTERIOR WALLS - .:... ,, OTHER INTERIOR WALLS -'I�f 0 , : \i�� FLOOR . /In . : � Y .. CEILING • HISCELLAR'EOUS * Ill �`',J NM o Page 3 HEATING SYSTEM PLUMBING - U UNITS & VENT SIZE • — TYPE FUEL SINKS �- LAVORATORIES ( VENT-MATERIAL SIZE TOILETS TUB/SHOWER i • SEWER - TYPE - CITY „.---• PRIVATE DESCRIBE (DRAW ON SITE PLAN) WATER SUPPLY - CITY PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL FLUE SIZE GARAGE TYPE ATTACHED DETACHED UNDER ^ NO. CARS ~ - GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: • Hr. Fire Rating • PORCH: FOOTING ...-- FOUNDATION • ADDITIONAL INFORMATION: • • • • STATE OF NEW YORK • County bf • as: the a being duly sworn deposes and says that he is pp Ucant previously named. He is the • and is duly authorized to perform or have of said owner or owners, file this a Performed the said work and to make and • pplication; ;tha:t all statements contained in this application are tfua to the best..of -his knowledge and belief • and that the work, will be perfoYmed in the manner set forth in the application and in the plans and sptcificationu filed there- with. he w i th., r.e.- • '. Sworn to before me This �' /fit' , Notary pubL Si•n,r.f :r'_...1 Owner --------County I A Si ,�T re of Ap• plicant pplicant • • I r a Olsen Associates Architects 36 Long Alley,202 Saratoga Springs New York 12866 Transmittal 518 583 9004 Date: May 15, 2001 To: Offices of City Engineer City of Saratoga Springs Saratoga Springs,NY 12866 Attn: Mike Biffer SA From: George L. Olsen Re: NYRA-Guard Station Attachments: (1)Building Permit Application. (1)copy of Al -Plan, Section,Elevations,Notes and Schedules, dated 5.11.01. Remarks: For submission and review. ' ' . 0617 ��� ^ \ Ti_cy _6240 (-7 � J� � / �� - 2-6���� � / �/ , �� �c ----__�'� /' �� --__ _-----_--- - -____- • ------ '| -- -------- -- ---- ---- . ------'--- | -- --- - - -- ---- - ---� | - - - -- ------ --- - - |� — '- --- --l| -- - --- ---- --- - ----'--- -------------- ------- /! ----- --�--- -- '| -------� -- '-----'--- ------ - — -- -- . -_ . — --___'_---_--_ - _ - -_ Fr-Mrmn. ••••••/TSTT • " •; ~ T.. .' • r.J. . - fie... . .',5arrt - • { s ' 1.fes " ... r yt t \}<< .g W- • F a a { * t_ 8 ✓y l ) — • • • a • e ..t—U _—U c•+`.— f -1, _= ..' T. .. r Olsen Associates Architects 36 Long Alley,202 Saratoga Springs New York 12866 Transmittal 518 583 9004 Date: To: Offices of City Engineer City of Saratoga Springs Saratoga Springs,NY 12866 Attn: Steve Henderer From: George L. Olsen Re: NYRA Guard Station Attachments: (1)copy of S1 - Site Location, dated 6.01.01. Remarks: As per your request. rI F - , C I� . s:^�'.ia:.. �,''' SARA—TOGA.TTOGA.RACE COURSE � Y,a �� a ' OK A• .'',, .- . N Y f 3° 1C✓'<.J`>n> ,✓ >a• :°6x6' • - S. r .>� NSW DR?D ,,, a� i'>'>.Yo2,<s>ij w„a4,>, y��� ,�y��„- nt�>r,a,. y+t. _Fa<•Sos' a tti.t 0",0 >2au „ 40> ^.`-•;,0v e l/1; ,e .y�.E .w°, >•,:, , i '0. ¢ p.gids y ' O Rq�,- 4�,s >a .K a: s HORSEHAVEN, y. 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Y. ���_ ��\ i:- z?.. ,� ' „i Vis. -k is 014 ,' '" r �•r. ,�- \\ ', .,gam v�' S�X' » >"' r•`y. p y'.-..7"'_{; -_d:,4 '"m om „s _ : ,:-;;. • ,f'". $.,,, '----- ,- 'W., Y .w. s>r '. 1 N i C f'tlikV .ff ig ..,✓_ c �SY'M`; .S J - ...Z.u4" �..^Y<.i .9'� -_ A.? '.m .f ?- .. ��6n2q -A 5 �:V y, :;..,„e,�, '4 013 a.R.r^f�<_ '.,.'ryKS w's 9 iia` ,.-�• _' ___ _ z4 » « ..` t `am0/..,,,A' y '-' E - _i..„_~ —"v > , <.° ; , N m., -6H } ✓ ; � , . fl,< 4wga - ellif �te ' . X ,? hw - � :e. _� _—" - - _+ - ,L. =t.! 9. L4,,>,' .* 4.Sts,c� . «•. > >:t.. ,$4, .. Site Location 1 Not To Scale •. Gua Issue date: 06.Project Guard Station - NYRA Revisions: Olsen Associates 267 Union Avenue Asa** Saratoga Springs, NY 12866 36 Lang Alley,242 B o S1New Yolk tza6a Site Location Sketch No. CITY OF SARATOGA SPRINGS • BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT kiJob Site 2-(7 0 N.)-to AJ /4Q-t. Permit# i q q 2 9 File# &Oc3 /0-, Footings Foundation Insulation • before before Rough Rough r Septic Other Final Concrete Backfill Framing Plumbing Sheetrock gG ids .6 L L.t5IJ ke+ CO 1:z...) 1 0 1 Y 6666 -1--c) r,0\1'c j.IJ�({.1..P11, 0 (Pie .E9ta.r5) ----< 1?... ‘ ?&-C-2_, . ,A-C -- 1674-1=---rfrti- E4P___ 6)A-Pt. A.&Q.IQ) -7ct-- PO 10 &L.6-S I P Tsz, CoWs—r+c c..6 ,-7-1-1- P i p_-& i'VS? , eo C .i[ ►E bel p 1 s... } t)16Wt5 r Or-i-c) r tim9-)-- Passed (i_S pcir Reinspection Failed Required Stop Work .r Inspection Date .N t,& Z..„› 2_60 J Inspector _- ,f+_,-4r.. �14I z CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 2G.7 vi1 lox) RV a., Permit# L l / 2.1 File# 07(:)? V Footings Foundation Insulation before before Rough Rough Septic Other Final • Concrete Backfill Framing Plumbing Sheetrock )1/4)-Se-Cr 1arJ 1=<pvtel t0\\ of • Lav-v 4/tvs •gi.: t-r t b s r ►•> c o1L1- -ii-cr'-- el L14 J4 i— x T q 6 Yt.. j t14-1—,5 FROM 0 \c.)) v 1,J43 t"\` iROC< OJ2 U FoR R_M-P e.11.1- gE_Q(A-cs Passed einspectio I Failed Requi =• Stop Work Inspection Date r- �1,t�-Z� Zt�o\' . Inspector N ` ►f' • CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518) 587-3550 INSPECTOR REPORT Job Site Z C1 V N w N v C— Permit# 11 Z 7 File# S WI‘t Footings Foundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetroc SPLi 1 NSuAN-'n 3-1" 13 fry ) a•. cc---0...1,-.-e. ouo. f u s..40 tea (3- cr -15' ) CA u yr , tic _ 5i-A-PQ ►N z._ t G:..--5 cam(utre Passed Reinspection Failed Required Stop Work Inspection Date b 19 \ Inspector `8.- 3 (4)c.tc`y' CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z.6 7 0,v/oiJ /4-V Permit# 9 9 Z: R File# go 9?' S Footings Foundation Insulation before before .'ough Rough before Septic if • Final Concrete Backfill Plumbing Sheetrock Passed N• • Reinspection Failed Required Stop Work Inspection Date .-.11.04 15 0 © 1 Inspector � / _ CITY OF SARATOGA SPRINGS . BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z 6,7 0 N I O 141v _ P Permit# --/99 Z? File# 80 ` _ //9. i- Egg7o Footings '.undatio1 Insulation - before before Rough Rough before Septic Other" al Concrete Backf Framing Plumbing Sheetrock CAab€RSLA-1 A g 5:4 4 i /1.1„,_. '- .-_,,, _.sem/ ,LO - %O 5 o‹ 1-1- '157:4134- 7/fi'o �f'iaiiti 7-- .1- 5.:A1-1-45 / C�F' Ogre c:oncz rte' 1..m)gi. A.2� ? � )�5.otc - 41klCc-/o Fekrs .PPh< 5P£c,_ 41.3,1_e-4-s c z. ,0 ; /) .¢m? / ooFIA.)f cosi pi_ci--�_ ._ f4_ /9 4- ' c 1)£ C)e ' % DI /31<` =/. ___— A/127- --7'v- 5 '' : - - . 7ivspc:?Co4. . ?n /,V5e/.1. i O 16 7QL((fk] s 'gib ' f v SL41-- 'e ceR 'assed ,gdoq9 Reinspection Failed Required ' Stop Work Inspection Date 4 ` Z D / Inspector Z� ' tezz / 5%4 CITY OF SARATOGA SPRINGS (&Zo° . BUILDING DEPARTMENT (518)587-3550 fikVS4 — INSPECTOR REPORT ps.S.o 'qa `A8")(:)91"/Job Site z. 7 U /i i 0 Ak (�J Permit# 1 g q Z ci File# (:)91/ Footings' Foundation �e Insulation fore before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock jR o ee o 9E p L../a\- , locj\-z- -1.-oci bbd- Q.t.? -,, (); \-o< , Z 13 Passed Reinspection Failed Required Stop Work Inspection Date 716-v1427/2.0G) Inspector al..k iiso . .\6eK•ill` 4 1 CITY OF SARATOGA SPRINGS ' BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 2,vi k.).}-0t.),- Gy1/4.L Permit# f 5 ci 2.5 File# g0ly gLc wtk P 0- 1- Footings Foundation Insulation before before Rough ough before Septic Other Final Concrete Backfill Framing lumbin Sheetrock --rL '7 OKI 0k.L._ `tel1va.4-- P-c_Oi= t-�M'Y '5 iv i'kA-1-( L.i \r--�!T "TAT IL-. Passed Reinspection Failed Required Stop Work Inspection Date (a l F.3"-IG l Inspector � � � I c, tc-cs-( CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site -74 D 4 ECUci/ 4-- Permit# /9 7 z 9 File# 6 7 Footings Foundation Insulation before -berore Rough Rough before Septic Other Final Concrete Backfill , rarping Plumbing Sheetrock ,--7--)1.)5tz_4-770&k) l'sie___ Pz, _, ) - R -fD� z/5,-� z_y �e ,,,i / ze, t ri—c..... ,ii c.-sz--/- ,,(-7. 4., , _______ Passed Reinspection Failed Required Stop Work n4 4 �� -' -1' ,� Inspection Date 7'/_ Z7C/ Inspector 'I r 1 r c . File No.rn . APPLICATION FOR BUILDING PERMIT _ CITY OF SARATOGA SPRINGS • Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866 -- (518) 587-3550 application is heresy made to the Building Department for the issuance of a Building Permit• pursuant to the N.Y. State Uniform Fire Prevention and Bulding Code for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed on this application which are part of • these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. H. Application must be accompanied by: . 1 . Plot plan showing lot dimensions; buildings on the lot and their distances to one • another and to the lot lines; and a detailed description of the layout of the .property. 2. Complete set , of plans ' showing proposed construction and a complete sot of specifications. • 3. Appropriate permit fee. . . C. Work covered by this application shall hot commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plans must be authorized by the approval of revised plans • subject to the same procedure established for the examination of the original plans. F. .Building Department shall' be notified. (minimum notice - 24 hours in advance) according to the required schedule of inspections, which shall include but not limited to:... . 1 . Foundation footing before pouring concrete • 2. Foundation before backfill . 3. Secure surveyor's location of foundation and submit to Building Department ••• • 4. Plumbing, heating-, framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final-inspection for Certificate of Occupancy. C. All electrical work needs inspections •by anda certificate. of compliance from an approved inspection agency. • H. The building permit is effective for one year from the date of Issuance unless conditioned for a lesser period of time. . frau Zoning Tnforssation �,_) • Application No. 74 q? Zoning District G • Permit No. ,.0p1L� Sect-Blk-Lot 119-2- I Date Applied eiuj Lot Width , L16O 1 Lot Area .HO Air Issue/darty date Permit type _ �`�4 No. of Bedrooms 1Dt Floor Area 19ZC . Permit fee .,_•-• � � ' �� d !!! :9'7 StoriesI 2nd Floor AreaHeight 1 Basement Area Job Site 12.AYard Dime�slons for Principal Building ,1 i0 al e• Front '— Rear Left --- — Right + owner dy Accessory Building - Distance To Address 2Cn1 Union e Principal building- Left lot line Rear lot line Right lot line Phone_ (D �� + Applicant , Is ,site in .a floodplain? yes noo __ Address,a(DL u �,i ' ,�� Is job site in a historic district? --------_ y e . Phone " r' ION ' _ ! Construction CoatII + Contractor__g Basic Iuprovement •1 Address (p� �n�an .Electrical $ � Li Plumbing 2.Pv0 7 Heating --------- I Phone 5_Eg..(0 Other -------- •— Comp. Carrier TOTAL COST —________;- TOTAL �T ��/ I • S C� '' Policy No • ] • • • PACE 2 • • • SPECIFICATIONS & MATERIALS CHART . i GENERAL -.. SIZE MATERIAL SPECIFICATIONS OTHER IOOTINGSiI . .6►rK1(19" . � W . • 3000 Psi DRAIN going Co: • SLAB i' CID(1-• 3'OC) psi FOUNDATION WALL eo opine � �(J Psi WATERPROOFING ' . • bii-, damp' • VENT . COLUMNS,-PIERS .— poi • GIRDERS _. • EXTERIOR WALI. STUD o.c. INTERIOR WALL STUD • o.c. FLOOR JOIST, 1st FLOOR FLOOR JOIST, 2nd FLOOR •• o.c. CEILYNC JOIST _ ROOF RAFTER • SS ... o.c. COLLAR TIES' . 0.c. RIDGE FLOOR SHEATHING WALL SHEATHING ROOF SHEATHING . -111.11 • INSULATION SIZE . MATERIAL VAPOR BARRIER FOUNDATION.- OUTSIDE R-FACTOR • FOUNDATION - INSIDE • ' IMF , UNDER SLAB • 12-id0 ° . EXTERIOR WALLS CEILING/ROOF ' FINISH WORK ' SIZE EXTERIOR' WALLS _ UNDERLAY OTHER u - . ,' exp I r r. % INTERIOR WALLS . • •1 1.i FLOOR • CEILING • ROOF. I `' . / • . - 11111111111 • MISCELLAREOUSe � 11 : . Page 3 HEATING SYSTEM PLUMBING - 0 UNITS & VENT SIZE • TYPE FUEL — SINKS — LAVORATORIES VENT-MATERIAL SIZE TOILETS TUB/SHOWER - SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) WATER SUPPLY - CITY PRIVATE CHIMNEY AND/OR FIREPLA CE MATERIAL FLUE SIZE WAGE TYPE : ATTACHED DETACHED UNDER NO. CARS . GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: • Hr. Fire Rating • PORCH: FOOTING FOUNDATION ADDITIONAL INFORMATION:. • • • • STATE OP NEW YORK County of ss: ' being duly sworn deposes and says that he is the applicant previously named. He is the • and is duly authorized to perform or have performed the said fwork dand nto make ander or file this application: :that all statements contained in this application are u to the best of-his knowledge and belief, and that the work will be perfotmcd in the manner set forth in the application and in the plans and sptcifications filed there- with. • •• Sworn to before me /• This �� day of ��, _ sI 3 19_ ` i /l_ . s i.n� qi��' ��i�/�+s Notary •PubL O e. CountyI,j Sig , � of � ��� Applicant • • • • • 4 • PAGE V4 Date Location Permit/Filo No.--_—___ * LOCATE MAIN BUILDING , ACCESSORY BUILDINGS , AND ANY ADDITIONS, ' 1 • GIVING ALL PERTINENT YARD DIMENSIONS . • 1-.< REAR LOT LINE ft . A • • • • • • REAR • YARD • ft • • • • LEFT LOT RIGHT LINE • LOT LINE .ft ft ... • • • LEFT ftp MAIN RIGHT ft YARD" BUIL DING -o--- YARD ----0- • • • • • • FRONT • YARD ft • • • V i FRONT LOT LINE ft . I Z c e / 0 10``, j J V- - J '�f J ,, :.' F--cr._--,_____,- 418 43=i\--c%---- du.,..,--i ..-----. •___._, ,i... .._.— _-_-__.-- r.,,_ ___ ________-\,--F3*---' -° - \ . _ _ __ I.Z.‘q)--‘6" 6-)L-P*14,z\tc--- . _ _ _, . _ N - ) ,,,_. ,-,?.N C.-n 0.--‘ri-k. — j---Z1Z -(o - -. _ - - _ - r 17 ` i� 6 - _ _ - - - W-►\cTtc9 --- - .t-?-1- .1 f - - I- i? .17-_ ' 'F/CrtF-P.S0 \ _- -- -_ . _ _ ,Olsen Associates Architects 36 Long Alley 202 Saratoga Springs New York 12866 518 583 9004 May 30, 2001 Fax 518 583 9122 Offices of City Engineer City of Saratoga Springs Saratoga Springs,NY 12866 Attn: Bob Hickey Re: Bond Office Pavilion-NYRA OADear Bob, Attached please find the determination of the routine variance, for the Bond Office Pavilion at the race course on Union Avenue,that was faxed to me today from Mark Blanke's office at the State. As per our last conversation, this was the last information that you needed to issue the ' pe nit. If you need any additional information,please give me a call. i •er;l , =Ir.• L. Olsen, cc: George Hathaway MAY-30-2001 11 22 CODES DIVISION 518 496 4487 P.01/02 STATE Or NEW YORK DEPARTMENT OF STATE 41 STATE STIREET ALBANY, NY 1223 I-Cool RANGY A. DANIELS • • SernsrA tT W SUIT In the Matter of the Petition of DECISION Olsen Associates For a Variance to the New York State .PETITION NO. 2001-0401 Uniform Fire Prevention and Building Code Upon the application of Olsen Associates Filed pursuant to 19 NYCRR 450 on April 30,2001 and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the cons ruction of a Cl (business)occupancy,one story In height, of type 5b(wood • frame)construction,approximately 192 square feet in cumulative gross floor area, at 267 Union Avenue,City of Saratoga Springs, Saratoga County, State of New York. The petitioner is seeking relief from: 9 NYCRR 900.2(d)(6),which requires that plumbing fixtures for employees be located within the same building when the building exceeds 100 square feet in area. [The petitioner proposes the alternative of installing plumbing fixtures in a neighboring building that is located 140 feet away from the proposed Cl occupancy.] FINDINGS OF FACT 1. The proposed building is a small building that is 12 feet by 16 feet in outside dimensions. It is intended to be used as an office by one horse trainer during the racing season. There is also under construction another building called the Oklahoma Pavilion. 2. The Oklahoma Pavilion is located 140 feet from the subject building and Consists Of two restrooms,one for men and one for women. 3. The building contains a total of 4 water closets, 2 urinals,2 showers and 5 lavatories. These facilities will be available to the occupant of the subject building. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the alternative which wiU achieve the intended objective.A variance would not substantially YYWW_DCS.STATE.NY.US • E-MAiL: INFO@DQs.$TATE.NT.Us •ac'cI.ro MPG MAY-30-2801 11:23 CODES DIVISION 518 486 4487 P.02/02 , .-Petition No.2001-0401 Page 2 affect the code's provisions for health, safety and security. DETERMINATION WHEREFORE•IT IS DETERMINED that the application for a variance from 9 NYCRR 900.2(d)(6), be, and Is hereby GRANTED. • This DECISION is issued under 18 NYCRR 450.6 unless sooner refected by_the petitioner in a writing received by the department, the decision shalt become FINAL after fifteen days of receipt of the decision by the parties The decision is limited to the specific building and application before it,as contained within the petition,and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. / Am. 'e' !- E. Clark, Jr. Di r,Codes Divlsio Dater j/9 Oki JAM:sg TOTAL P.82 CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site Z (7 014/3 /1u`. Permit# a9 c File 7 Y 0-if - � esFFL � C- Q - : - )1Dy Footings Foundation Insulation before before Rough Rough . . Septic Other Final Concrete Backfill Framing Plumbing Sheetrock C tel. L- 9- .-�G -ri-- \e--.4 --- ---Cf P11---1--- Passed Reinspection Failed Required Stop Work P--s Inspection Date c—+tiL,7 z) Z-©o J Inspector )L-\46 \,, 6/Zy �.O i.1vr . CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 2C6'7 0f45/t))q\ 1Pi- Permit# oFile# 9�o•41) 4FF«t.(o c kviA- 4yv .0A-Vt_ Footings Foundation Insulation before before :ough Rough before Septic Other Final Concrete Backfill raming Plumbing Sheetrock LZeMaC't,� CO kgAlt S&) tea ' — jJ o $ G cs at) riq- --- :17 OsPf_C►-te ' Wt Czar. i s�o,e_ CCOT9' lZ Passed A-5ic1) Reinspection Failed 3 Required Sto-, Work Inspection Date 1!� �e ZSJ� Inspector f CITY OF SARATOGA SPRINGS . BUILDING DEPARTMENT (518)587-3550 INSPECTOR REPORT Job Site 4244'7 U-01.0'1.1 Nkrts'7...r5'Lc Permit# GV afl al File# 8 o 9 V Footings oundation Insulation before before Rough Rough before Septic Other Final Concrete Backfill Framing Plumbing Sheetrock Nrt-►; A-i.7c,frkrra_ Cg .01--T-5 S(a— fz St A,L PLir?s5 C s � � i Reinspection Failed Required Stop Work Inspection Date (e/f 1G i Inspector r� �,..6..' e t. - — CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT '(518)587-3550 INSPECTOR REPORT Job Site ON) I AV Permit# Z0© 2.`3 File# 60 `1 KA C - o o< ,e-c s- ,41„e.) ootings Foundation Insulation before before Rough Rough before Septic Other Final Concr- - Backfill_\ Framing Plumbing Sheetrock +.-----"c51 `` -a4-s�• `y 1 (o.t, c.J z- .S (st_. —riwctb tilt '--/ g --4' , , a--c-- c, L-5t-34-1 k Fi v2,1.1. Passed Reinspection Failed Required Stop Work Inspection Date-27 $ IPJ 0a ) Inspector J`I.-! R.s..,. 07/19/2001 06:49 FAX 5137930602 MAMONEY NOTIFY * al 03 . Maholne Inc.y PO BOX)5r GLENS FALLS "!EN YOPK 1?FiG' Notify-Plusn :18 193:i88 FA:Y ;18• !93 Ccu July 18. 2001 Mr. George Hathway New York Racing Association Union Avenue Saratoga Springs, NY 12866 Dear Mr. Hathway. This letter will certify that Mahoney Notify-Pius Inc., has completed the final inspection of the fire alarm devices located in the Oaklahoma Trainers Office on July 16, 2001. This inspection included testing of the alarm.devices. At the time of the inspection all devices were operating correctly_ Should you have any question, please do not hesitate to contact our office. Sincerely, 10 Benjamin P. Chapman Operations Manager • ri Olsen AsseciA ;,, . Architects 36 Long Alley,202 Saratoga Springs New York 12866 Transmittal 518 583 9004 Date: April 20, 2001 To: Offices of City Engineer City of Saratoga Springs Saratoga Springs,NY 12866 Attn: 'Mike Biffer OA From: George Olsen Re: Bond Office Pavilion Attachments: (1) copy of Building Department submission package: Application for Building Permit. Al -Found. &Floor Plan,Elevations, Wall Section and Notes, dated 4.19.01. Remarks: For submission and review. JUN-2 9-ip 1 03:56 AM SARATOGA RACE COURSE 518 583 2126 P.82 •,• '' OS/26/2081 15:le 516'2740404 ............"...........mie,. ..........„ CILINS LUGER CORP PAT. 67 A...... . . ___________..._ ,—.....,_____—........_ n , roma 4, I ——Cass.061 7 064 ORM 6466-17417,-M.16169 Jun 01 Mu IS arsr iiirr--' I'" c mho•1,z.o 544 ‘ I, . • 54,4 1.o.o . • 4,44.4: • • 1 . ...." ..--- , : "•,.....,"%..., . ,... „.. 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' • • . r• r!...,l';;•••1.:.:. •'4,ir.1'j, . - .r••.:', .• ' . • - i.. • • { • • • • • • • • • • • • • • • • r x . . • • • • • • U s' ti JUN-29-21 63:56 AM SARATOGA RACE COURSE 518 583 2126 P.01 • FACSIMILE COVER SHEET NEW YORK RACING ASSOCIATION, INC. Saratoga Race Course P. 0. Box 564 Saratoga Springs, NY 12866 ,518-584-6200 • Fax Number 518-583.2126 sEN ro rebr R-0 rf GO_ u • t N! . • . . 1., lo '0I U 80 •• FNClV2 NUMBER: 0 Urgent rd 14131y ASAP Plisse Comment 0 Mom Moview , For your Information Total pepes,Including cover diet: COMMENTS: Re; a)(13. OK1O hhorna Ne ` nitr1€r Off'' 'ce GrnAnne% t'rY1 i o` goad ®�1 o re'ite:ter, p�.o�.�.. ao L 1 . %-thaAk- cu • JON-27-i0 1 04 :30 AM SARATOGA RACE COURSE 518 583 2126 R. 01 • v • FACSIMILIE COVER SHEET NEW YORK RACING ASSOCIATION, INC. Saratoga Race Course P. 0. Box 564 Saratoga Springs, NY 12866 618.584-6200 Fax Number 518-583-2126 ISENO ro L but id{oll ,n DAT 2.. Ct�}Yo� E. 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JUN-29—.01 04:24 AM SARATOGA RACE COURSE 518 583 2125 P.02 I '. • • eP,ssoe MAIN OFFIC�;.(T17)664•234T + Member N.P.P.A,.IA.E.I„N.W.®.A.,E.O.C.A INSPECTED By • COMMONWEALTH EIECTAICAL • • INSPECTION SERVICE,INC. - i _ t Date Electrical inspector 414er� only has been Concealed Wiring O.K.Dat9�' 2441! 1 vi5ut).11y inspeCteG dnd ;7ertlfied as Of ��!! this date pursuant to applicable Inspector//646 6 - code;;. • This label shall not c stitutefinai 41401/f./0� approval Of the sled Ical wiring which t Datey/ 9� must be obtains before electrical service is provided for occupants • Inspecti?r use. • lio • JUN-29-01 04 :24 AM SARATOGA RACE COURSE 518 583 2126 P.01 . FACSIMILIE COVER SHEET NEW YORK RACING ASSOCIATION, INC. Saratoga Race Course P. 0. Box 564 Saratoga Springs, NY 12866 518.584-6200 Fax Number 518-563-2126 SENO ro Y.-eve ed I - r 111111111117".""no-s- E. N - f1 lLf+ J. 0 Urgent Reply ASAP0 R Pt ai. O Pima review XForyour Information Total pages,including cover shoe COMM ; Etec+eicAL ups - (1/rOi-[- ick #ao0g14 DiCtatternia. 'Taus OQ-P‘a__ i ne,Ne Aqtszp, ce\r,e(.0, PlaW sieloock be ,E mo _ - , 06/06/2001 11:14 5182740404 COLLINS LUMBER CORP PAGE 02 rOlto. 44-1 orfice Sfice A1' 44We)C . JOb 1 ru Lco ITss T1GE i Truss T YRA4 ype K1NGPOST IITNTITILMINITUZ INC.,TROY 2 1 N,Y.12180 4.0-32 a Feb 18 1999 miTekliicrUstriiii71R. Wed Jui106ii5-913 2001 Page 1 -1-0-06-0-0 12-0-0 1344 I.– -- -.4 - 1-0-0 5-0-0 6-0-0 1-0-0 4x4–' 8.001124 1.5x4 I I .. ....4. ...- ... .... 1.5x4 I I ..• .... _. ....... 3 . ..... ..3.- ..... - ... ....if-if ••• ..... -.......,.. 1 .... .._. - • ...... ..,. ...... ...... .., 1 z , • 4,--,-- : 6.1 ,- , , 6- lal- .. . ----.<-,--- 6 ---. en -........, /1 1,....--'" kX:„ !:;;,!'!::2,-';‘;,!,!, 2,>:'<j.• •:.:.•. 0!"kW;..!)<!:;','"&`.'.e.:&!>?:,!6'4)?' * ..! i' "X • ."PO' -----....„s.I 3x4= 3x4 1.5x4 I 1 . 1.5)(4 I I 1.5x4 H [.___ ---H 12-0-0 .....„.... t-- LOADING (psf) SPACING 1-4.0 CSI ! DEFL (in) (loc) Vdefl PLATES GRIP TCLL 60.0 Plates Increase 1.15 TC 0.19 Vert(LL) n/a - n/a M20 197/144 TCDL 10,0 Lumber Increase 1.15 BC 0.07 • Vert(TL) 0.01 7 >999 SCLL 0.0 Rep Stress Ina YES WB 0.06 • Horz(TL) 0.00 n/11 BCOL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Udefl=360 vveignt:39 lb . – ...,...........................—„,. LUMBER BRACING TOP CHORD 2 X 4 SPF No_2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SPF N0,2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=261/12-0-0,6=261/12-0-0,9056/12-0-0,10=349112-0-0,80349/12-0-0 Max Harz 2=61(loacl case 3).6=-61(load case 2) Max Uplift2-4-51(load case 4),6=-51(load case 4).10=-49(load case 4),80-49(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-3=61,3-4=-67.4-5=-67, 5-6=-83,6-7=34 BOT CHORD 2-10=0,9-10=0,8-9=0,6-8=0 WEBS 4-9=-64,3-10=-279,5-8=-279 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline,on an occupancy category!,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCAIANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase it 1_33,and the plate grip increase is 1.33 3) For studs exposed to wind.see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5)Gable requires continuous[Worn chord bearing. 6)Gable studs spaced at 2.0.0 on center. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5110 OR at joint 2,51 lb uplift at joint 6.49 th uplift et Joint 10 and 49 lb uplift at joint S. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(3) Standard -! . JUN-26-01 08:21 PM SARATOGA RACE COURSE 518 583 2126 P.01 FACSIMILIE COVER SHEET NEW YORK RACING ASSOCIATION, INC, Saratoga Race Course P. O. Box 564 Saratoga Sprfngs, NY 12866 518.584.6200 Fax Number 518-883-2126 SENO TO . -- AOP • F r Nt! �. 1�� �-r 0 (Pont 0 Rely ASAP 0 Please Comment 0 PNase RevfewX Far your treformatlon • Totof pages,lnduding cover shoot: COMMENTS: JUN-267=01 88:21 PM SARATOGA RACE COURSE 518 583 2126 P.0 2 . . .. . . , . . . . . . , . . , . . .. ... . , , . . .. . . .. ' . . - •• . . , , .• . : , . . . . . ! s • 06/26/2001 15:20 ,•••- .• , - 51E12746494 . COLLINS LLIMEER OORP P4.1 Ey3 . . .. .. . . • . . . .. . wrisittiffisasONIIIMPl. • al "Xy—lalaropoe 0.Y.‘k —I • Y1,10101 t 11110.45 . 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Mk 040A0 I*lair to.,1 no C14011t, 4004040 0T..4.4,iv 44.0a:two,'afez4; 001'04105 V t alPFOrel ISOT(IRMO A iddl$4410 Wally tit44411 er,Id-dt,wr(44NN MO% Wilt$ l P.4 Pe"00 ' 0,0.10100 Lltnni P141m441,OF/47,4-0 • Wu An3.41=Caaa 7) Mua ARP. 0*ors 41.4.-1111414041 PIN 4) . • 7W4rall 312)-74)4ILeas dm firq ' . 74W COMO l4.111,ir.70-1014.Mor1430.Orlio-1449,dollorldll d-rottr . . . daY*M Wo II*COMM ,. • • WM 1.11•470,44.724 S.e...00 i • . . • • , . . *MS ' • 111dovvre Aso 1144A°WWI tor NaiamaiSri Nag eanatn, ••• • ' 1)Th.MI PM"V 6"42^Wvi It mg 0441,4torr los lid mpo whg.Arl ft Co,.2r,..4 dr*,oObir OA of too Niro'41400'awl re P.O NO 40Non Phar am di...0.I00 r.,NW NrINCON, • 0401T 111,ot n ampupecy Wow),i.Dr .I gripltw eumino,0(finnan,*0 r04 A Mt mows O04a6 P-90 N4ltieN".44144005 It Sae esrtNars ar 4 nnoni vilr.Nraraat*Pow wr WON N YVON no,nor*to ROI irrovitai,obw 754 Now 044 44,••••14 1.n,.ne e.odat,a4.Words o Ill : '.•:... ':: a)/44 plelli No NW NM=Woo*WOW InW•abal ,,,. . , • gi Praille orWINNIV00110101:47 0174 lihraril*twit*berring gide coutlii Iwitivoridir.;180 IN mi.,giant 2 otlit2 It Wm 0 0"•• ';. . ' 0)roe 00..4.0 000.0000401 OS AN'00/11i tile!O401011 - . . • . • • • : . . OAP GMaint Mid WO • . , . .. . .. . COC MY . ILO 0, Ir40. . A.,.A, r•-• 4. -,.. • lio . • • . • I!.' '':i?-''iV.'. r N • No:is NIA..k.e , WOtklir • June 21.2001 • • ileapaamee.vi.gy dasiew iir4:4•Nal READ mans Mina AO mum MI ammo l i 0.i. lig . 0IW Ms 01 01!sly VIII.0140 tro,Eva,e•Av.I uosiki or*%or oaetturkw 4W .SUb Om on WIMP*tom$0.0...404#74^ INatelled NNW'NNE v4prNousy, A el aloaign pommalakaa cod priaain,roawesarallan or arimprent la rwournitillh dl Id/WM MOP,*- coahoma, ocaltaieft o to DOM It 01 111:11011101 EIDE IMEMIER enE agoiatu 10._______roalorf*moo 49.„..alsio•',...nwof al:""107,,",. "•7,,,, v 01 **Ow A4catboa40 porrogoorol lorddlOrd*the OldIddll 474474117 II 4041'M.... .r..4"4..M.7:94......"5"' 10.7;iiiR,gm%0 4.1.1 • 140e•ErE asonarea.avaiv woo.mama,assmavoraatiaa end MONO!Naga egy•ell On_fl ..n.,___._ • Wirrek° „,,,e,„,Or4Waho oil War,tet.440~ine.aviblfilitlilenni ItilisW141r Mato.all NIA wag'', L... . • 1 i ._ . . 1 w I • • File .0.304 - APPLICATION FOR DEMOLITION PERMIT Department. of Public Safety City of Saratoga Springs 1 ) Applicant must submit, in addition of insurance [original) to completed application form, occurrence, ) showing a minimum of liability of a certificate bodily injury Owner's $500,000 each occurrence S500,0e0 each I and Contractor's Protective Liability ' property damage aoan Springs as named insured OR provide one Million dollar general nee the City of Saratoga Springs as additionallyCity °f Saratoga insured for a demolitionbiertiy with 2) Applicant must submit proofpermit. igaca iomusk that the Department of Public [if any) Corp.�Orhave been notified and that their additional(Utilities) requirements have been satisfied. FOR OFFICE USE Appl. No. Permit No. c "lo`Z Date Applied 1, Q)— .. Issue Date iZ ®.. • 2.67 vopohy Pkv • Job Sit !^ 00a_ RaCe.._ SectionBlock O in Lot e • Zoning District �� -TT_ 7-� Owner ' etc, /� Address �o_ �► C. Use of Buildings) Construction Type Gee Phone No. ,v Cr - 00 Number of Buildings g being Demolished First Floor Area /7j r, �►PPl i can 1 '"'45' ��e . / 2fiw 'T Address Number of Stories eve: At !i r a,, .e.5), /4,..,..: 91 Is Job Site in a Flood Plain? yes �o Phone No. '� .� � / / Is Jlob Site in Historic Dist �j !g, no Approval 'Date ---------------------------- Contractor • s ContAddrractor Bd?Is Architectural or Site Plan Approval Required from Planning yes 400 Phone No. Approval Date Cost of Demolition .. S mit 00 11 Csi Contact Person Address14,4' ,�4 • 411. �` I l/ ill, - ' /r ti �` Signatu :—� • ner ',�.[�iLL� quoppr 5� Phone No. v i. / ( Date to Signature of Applicant Date ACORD CERTIFICATE OF LIABILITY INSURANCID KP DATE(MMIDD/YY) wYo-1 12/01/00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Weinstein Jones & Assoc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 5955 Ponce de Leon Blvd #101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Coral Gables FL 33146 COMPANIES AFFORDING COVERAGE RAYMOND A. JONES COMPANY Phone No. 305-665-2622 Fax No.305-665-3236 A NORTH AMERICAN SPECIALTY CO INSURED COMPANY B THE NEW YORK RACING COMPANY ASSOCIATION, INC. C P. 0. Box 90 COMPANY Jamaica NY 11417 D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH PC.UCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY TYPE OF INSURANCE POLICY NUMBER DATE(MM/DDTIV POLICY (MM/DD/YY)N LIMITS LTR GENERAL LIABILITY GENERAL AGGREGATE $NONE A X COMMERCIAL GENERAL LIABILITY 6000000369-00 01/01/00 01/01/01 PRODUCTS-COMP/OPAGG $ 1000000 _ CLAIMS MADE X OCCUR PERSONAL&ADV INJURY $ 1000000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1000000 X $5,000 DED. FIRE DAMAGE(Any one fire) $500000 MED EXP(Any one person) $EXCLUDED AUTOMOBILE LIABILITY A X ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 10,000,000 A X UMBRELLA FORM 60U0000129-00 01/01/00 01/01/01 AGGREGATE $ 10,000,000_ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND TORYTLIMITS OTR EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/ F INCL EL EL DISEASE-POLICY LIMIT $ OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS JOB SITE: SARATOGA RACE COURSE - CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED WITH REFERENCE TO A DEMOLITION PERMIT. CERTIFICATE HOLDER CANCELLATION CITYSAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF SARATOGA SPRINGS EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DEPARTMENT OF PUBLIC SAFETY 30 DAYS WRITTEN NOTICE TQ ' CERTIFICATE HOLDER NAMED TO THE LEFT, CITY HALL BUT FAILURE TO MAIL SUCH NO 'LL IMPOSE NO OBLIGATION OR LIABILITY SARATOGA SPRINGS, NY 12866 OF ANY KIND UPON THE COMPAN :AGENTS OR R:1-- NTATIVES. AUTHORIZED REPRESENTATIVE RAYMOND A. JONES • ( ACORD 25-S(1/95) I �' ACs CORPORATION 1988 • • NOV=17-00 FRI 1254 FAX NO. 7610175 P. 01 • Asok Niatexa UN Mohawk November 17, 2000 Mr. Cre.orge Hathaway PtRA Union.Ave Saratoga Springs, NY 12866 RE: Demolition of tote board at Saratoga Race Course • Dear Mr. Hathaway: Per your request, please except this letter as verification that the electrical service associated with the demolition of the tote board is part ofyour internal electrical system. Niagara Mohawk Power Corporation is not responsible fear disconnection tied to this service. ryou need further assistance,please jeel free to contact me at 583-5728. Sincerely, • Al • ' Thomas A, Kilinski Consumer Relations 91 1 Federal Street,$aratep Springs,New York 1286E-4111 • 518.553,5782 www,nirro.com FROM : TESTLJELL LABORATORIES, INC. PHONE NO. : 518 464 9522 Dec. 04 2080 12:45PM F2 Testwell Laboratories,1nc. Phone: (518)464.6039 30 Corporate Circle,Suite 131 Fax: (518)464-9522 Albany,New York 12203 Project: D-129 Sampling Date: November 28, 2000 Client„ New York Racing Association,Inc.. Inspector: Brian K. McLaren. She: Scoreboard Buildings#1••3 Analysis:I.Miller Field Number Log Number Material Sample Sample Locatioq AnalYsis 112800-001 16926 Window Glazing Building#1 Chrysotile Trace T-00-104972-001 Negative By NOBITEM 112800-1872 16938 Roiled Roof Building#2 Negative By PLIvI/NOB T-00-104972-0O2 Negative By NOB/TEM 112800-003 16948 Rolk1 Roof Building#2 Negative By PL14L'NOB T-00-104972-003 Negative By NOB/TENT I)e�b - 00- 1.128W-004 1695E Felts Building#2 Chrysotile 0.085% T-00-104972.•004 Chrysotile 2.10% 1'22800-005 1695B Window G1:zin; Building#2 Negative By Pl MINOB :t'-C4-1C4972-tJO Anthcvliyiiire <1 I12800.-006 16&978 \Vin.:.ow Glazing Building#3 Chrysotile Trace T-00-1.04972-006 C1•rrysoti,el 10.8091 Anthoph r'i_ite ApprcvcdSignatory Certit5ca!ions' t'`EL9.P'4 S 11)0H#108211 ("1 NVT..AP NUMBER I 102 ! C:CMSI_1'1 :Jti.A.f'.P.-D1e:n,n;;a{an-ay]>e:os iitiers deteeSed. - � —�--�r�-----� i I AU rc:pc:tn ant rime.confidential pr,peri:of our c'tent;and he information contained herein may lto;be published or reprai:tceil per:dng our wrirt=r appro'a1 ____ a �°n 6 F3 New York State Office of Parks, Recreation and Historic Preservation Historic Preservation Field Services Bureau O NEW YORK STATE Z Peebles Island, PO Box 189, Waterford, New York 12188-0189 518-237-8643 Bernadette Castro Commissioner November 28,2000 Mr. George Hathaway Facilities Manager Saratoga Race Course 267 Union Avenue Saratoga Springs,New York 12866 RE: NYRA Replacement of Tote boards @ Saratoga Race Course Saratoga Springs,Saratoga County 00PR4880 Dear Mr. Hathaway: Thank you for requesting the comments of the Office of Parks,Recreation and Historic Preservation(OPRHP). We have reviewed the project in accordance with the New York State Parks, Recreation and Historic Preservation Law,Section 14.09. Based upon our review, it is the OPRHP's opinion that this project will have No Impact upon those qualities which cause the Saratoga Race Course to be a contributing component of the Union Avenue Historic District, listed in the State and National Registers of Historic Places. Please refer to the Project Review number(PR) in any future correspondence regarding this project. If you have any questions, please call me at(518) 237-8643 x3278. Sincerely yours, �i �G eta Tony O.,! a Historic"ites Re' toration Coordinator An Equal Opportunity/Affirmative Action Agency 0 printed on recycled paper • CITY OF SARATOGA SPRINGS • Department of Public Works 5 Lake Avenue Saratoga Springs, NY 12866 Memorandum To: Mike Buffer • From: Utilities Date: 11/17/00 Re: Demo Permit OK TO ISSUE DEMO PERMIT: WE HAVE NO CONCERNS REGARDING WATER/SEWER UTILITIES AT: Saratoga Race Track Infield goo . TOGA sA <ti ni aratoa ng CITY ENGINAUL K. P.E.,P.L.S. EER 'P OFFICE OF CITY ENGINEER CLYDE R.ROBINSON,SR. n ASSISTANT CITY ENGINEER A CITY HALL GEOFFBORNEMANN WV z Saratoga Springs,New York 12866 CITY PLANNER • w /4CO6'PORATEO `9 Telephone 518-587-3550 Fax 518-580-9480 October 31, 2000 Mr. George Hathaway, General Manager Saratoga Racecourse P.O. Box 564 Saratoga Springs, NY 12866 RE: Tote Board Demolition Dear Mr. Hathaway: I spoke to Mike Biffer and he confirmed the need for a Demolition Permit for the demolition of the Tote Board, located in the infield. Enclosed is a Demolition Permit for your use. The only requirements,besides completing the application, are to provide the proper insurance coverage and provide the required notifications from DPW and Niagara Mohawk. Please call me at 587-3550 ext. 621 if you have any questions or require any additional information. Sincerely; • Pea ,,Q 1/. 214 4-ee Paul K. Male, P.E. & P. L.S. City Engineer cc: M. Biffer {- r } PAUL K.MALE,P.E.,P.L.S. ARAT�GA sA� �t`+L� � FIr�It ga ? }�I' ng CITY ENGINEER '2 OFFICE OF CITY ENGINEER CLYDE R.ROBINSON,SR. p / n ASSISTANT CITY ENGINEER iso. n CITY HALL GEOFF BORNEMANN q Z Saratoga Springs,New York 12866 CITY PLANNER /�c�RPORATEO \9'sy Telephone 518-587-3550 Fax 518-580-9480 October 31, 2000 Mr. George Hathaway, General Manager Saratoga Racecourse P.O. Box 564 Saratoga Springs, NY 12866 RE: New York State Racing& Wagering Board Decision City of Saratoga Springs Building Department Reviews Dear Mr. Hathaway: On September 14, 2000, Mike Biffer, Stan Borden, you and I met to review the list of Capital Projects Identified at Saratoga Racecourse as prepared by the SRWB staff. This two page list of projects was reviewed and it was determined that only three of the projects required any further review by the Building Department. The three projects, that will require applications and permits, include the Clocker's Stand, located at the Oklahoma Track; 7/8 Chute Building, located at the Main Track and the Four Dormitories. Each of these projects will require a separate building permit application and if possible, a Certificate of Occupancy. Since these projects are already completed, we may not be able to issue an unconditioned Certificate of Occupancy. Enclosed are copies of the building applications for these three projects. Please complete the applications and return them to the Building Department for review. Please call me at 587-3550 ext. 621 if you have any questions or require any additional information. Sincerely; rn Paul K. Male, P.E. & P. L.S. City Engineer cc: M. Biffer S. Borden CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT (518) 587-3550 INSPECTOR REPORT Job Site P1/41 1/41 Permit# 1 T5 a File# 80 { Footings Foundation Insulation before before Rough Rough before Septic -411111111PIllik Final Concrete. Backfill Framing Plumbing Sheetrock A Les• -f - cr Ati(G 5 I ( 192i{L 1-1-nt_f AS gslotit As-e 01-42 D-RaA C.c9 c lst2. Passed Reinspection. Failed Required Stop Work Inspection Date 7/(Z-wp Inspector i '`1-- 6(1 L%1 L DArr--1-(-6\j-kuO, aLA, Utk. u 64(4 0-(6 he- toil hay.e. it'4- o 1, jw,41D V07) /L' File No. 6 9 / APPLICATION FOR BUILDING PERMIT _ CITY OF SARATOGA SPRINGS Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866 -- [518] 587-3550 Application is hereby made to the Building Department for the. issuance of a Building Permit pursuant to the N.Y. State Uniform Fire Prevention and Bulding Code for the construction of buildings, additions or alterations, or for removal or - demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed on this application which are part of these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. B. Application must be accompanied by: 1 . Plot plan showing lot dimensions; buildings on the lot and their distances to one another and to the lot lines; and a detailed description of the layout of the property. 2. Complete set of plans showing proposed construction and a complete set of specifications. 3. Appropriate permit fee. • C. Work covered by this application shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plans must be authorized by the approval of revised plans subject to the same procedure established for the examination of the original plans. F. Building Department shall' be notified [minimum notice - 24 hours in advance] according to the required schedule-of inspections, which shall include but not limited to: 1 . Foundation footing before pouring concrete *-' • 2. Foundation before backfill 3. Secure surveyor's location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical and insulation before closing in of work. 5. Prior to occupancy, final inspection for Certificate of Occupancy. G. All electrical work needs inspections by and a certificate of compliance from an approved inspection agency. H. The building permit is effective for one year from the date of issuance unless conditioned for a lesser period of time. For office use ' Zoning Information Application No. 873o 1 Zoning District$ "4/ Sect-Blk-Lot Permit No. 32.13. Date Applied jim �o +actLot Width Lot Area deny date (B ® op No. of Bedrooms 1st Floor Area •ermit type Crsw.Q. T• 4 4)� j Permit _fee_ _50.a0 No. of Stories 2nd Floor Area I Bldg. Height Basement Area Job Site L.-IItA Pi ij//OLe e_ Yard Dimensions for Principal Building Wan UN Iota PruvE Front Rear A*, Left Right + Owner,,,�qJ / C �[�,,y f1��W�/YC/44 �/�dO� Accessory Building - Distance To Addres 0 �te /� Principal building Left lot line \ / Viz, Rear lot line Right lot line Phone 8 e A5-57 cs.,tIs job site in a floodplain? + Applicant e.,92e et yes not/ Is job site in a historic district? yesf/no Address Q6or.9e Phoneg -(ooZop Construction Costs + Contractor/Wo We.../ 4 0 . Basic Improvement $Addr� -kP 6,,40//, — Electrical (7_® # Plumbing ) IZo5 Heatig , Phone 23 ef--/t z. Other Comp. Carrier TOTAL COST $ 2.400 0� 000 Policy No _tea, ?AGE 2 4... SPECIFICATIONS' & MATERIALS CHART - GENERAL , SIZE MATERIAL SPECIFICATIONS OTHER FOOTINGS + . psi " DRAIN agoing to: ; y • SLAB psi . '.F'OUNDATION' WALL .; psi WATERPROOFING - - . VENT '. COLUMNS, PIERS ' • . ., psi GIRDERS EXTERIOR WALL STUD . _ o.c. INTERIOR WALL STUD _ o.c. .FLOOR JOIST, 1st FLOOR` A o.c. , • FLOOR JOIST, ' 2nd FLOOR CEILING JOIST ROOF RAFTER • o.c. COLLAR TIES RIDGE , FLOOR SHEATHING WALL SHEATHING ROOF SHEATHING .,- • INSULATION SIZE:;; . :MATERIAL VAPOR BARRIER - R-FACTOR FOUNDATION — OUTSIDE i V FOUNDATION INSIDE ..` UNDER SLAB , • • • • EXTERIOR WALLS f,, ,r , .~,• i. . �w a .a CEILING/ROOF ++ FINISH WORK • . SIZE• MATERIAL `- UNDERLAY �``" ' 'OTHER •_ EXTERIOR WALLS . - INTERIOR WALLS ' a FLOOR t .. 4 i. �. / CEILING . ROOF _1 I MISCELLANEOUS' SIZE . - MATERIAL - • A _ , AIM Page 3 HEATING SYSTEM PLUMBING - /i~ UNITS & VENT SIZE 1 TYPE FUEL SINKS LAVORATORIES 1 VENT-MATERIAL SIZE TOILETS TUB/SHOWER 1 1 SEWER - TYPE - CITY PRIVATE DESCRIBE (DRAW ON SITE PLAN) WATER SUPPLY - CITY PRIVATE CHIMNEY AND/OR FIREPLACE : MATERIAL. FLUE SIZE GARAGE TYPE : ATTACHED DETACHED UNDER NO. CARS GARAGE/DWELLING SEPARATION : Door Type Hr. Fire Rating Materials: Hr. Fire Rating PORCH: FOOTING FOUNDATION ADDITIONAL INFORMATION: epIaC 4-' LIG__ r 7tsi, S reel . _ O .51-Ai r^ 414 7 (..e___ u) es-I- eI ae 6 P clubkoi , (,6.- cel a. 62/7.427 a_ k rat-41- _ wip4 & /1eL o1-ce e ° c tv.6 t // !L_ -L f �— T' CSC/ 0 V ?1-4 -i-eki -, A ‘c_ z &eu-ice .1. 21-Az__, � c_-, IV / c,7 5 -Pr" ai,ee:74e,,,&./ / ),,t,:( /-74.12,_ STATE OF NEW YORK County of Sa ss: . ifs� ar"e7e r / vcei, being duly wo- de.oses and says that he is the applic t previously named. He (s the ccV7r '24-\said owner or owners, and is duly authorized to perform or have prformed the •_aid work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be pertained in the manner set forth in the application and in the plans and specifications filed there- with. Sworn to before me i1 . (/ - / çjaYofMAL _______ /a-L-411 ry Pu lic County /(1 int--. .4, ._ KIMBERLEYS.BROWN Signature of Applicant NOTARY PUBLIC,State-of New Y 8 R5043470 ork _Qualified in Saratoga County le--C<6(,(Z&._ My Commission Expires May 8,-I-3- 1 ..---, • .,.-•-, ' . . ... " .., 1 . • ....._.--0 PAGE #4 . . ' • , . . Date Location ' - Permit/Filo No. * LOCATE MAIN BUILDING, ACCESSORY BUILDINGS AND ANY ADDITIONS, . • '-..., GIVING ALL PERTINENT YARD DIMENSIONS. . , ' • '''• . - - . . -.. - .... , . ., . .... . - REAR LOT LINE ft • , , • _ A .I. , A • ... * , . . . . -. .' . , . • . . . , . , • . . . . . . . .. . .. . • • • . , • REAR . • . YARD 1 .. • ft -,• t . . . , ' .• • . . • • . . LEFT . , • . ' RIGHT LOT ' ' ' • LOT , LINE • • ,. . . . . . LINE . . ft. , ft • • . , . . , . . • • -... . ' . . . . t . %. - .i• • •, .,2-• 4 d , . I ' 1• ' LEFT ' f t-.'''''''' .4'. MAIN RIGHT f t •., -4,-- .—..... —),. , . , .-- ......... ..—.4,- , • , , . ' BUILDING-. YARD - YARD• ,... - ,..., _ , . • ,0 ". - • .. • : , - •. . '\.• , .• ‘ , . ,,, , • N -• . , ' - . ... 1_ • • ' N t t % — . , t .. • • , •• , ...• 4 4. , 1 '- , - •••.• . .*;.1 • . ‘ . \ ., I . ,. . . . - ' - • , .,. . i,,,,• \. r... ., , • ' '‘ • ••.. ....i . - ' . ,.FRONT • ', i . ; •, . NOt ' • \ ' '<f4 ° • .• . ', . N. ' . YARD ',, .• . . . . • . ft • . . . ... ' - -,x,- . .• • 1 -• . . . ..,• . . • ', . . . . , V I V_ ' .- . --FRONT LOT LINE f t . ; . . . . , .. - , . • / /-- ''' • V . • • , . • •. ...„, ,,, • . , -,, • . . . - _ • . ------, ' , ,, . . . • • , ,, ,‘• , , ' . . . . , /, , .- -,. . . ,, • . • , - } • . ., . ' ..,, . , . :.•`.' ..';'',"'.'..ii'-'1,,e;',',•iff.-:;'::''.','' . .- •'. . . ' t.'.'7.•X,:e.''''..R.?"4.:4;.'(,...;74'C''',..",',;': . . .'. ''....':''.. '.'"". -.., ''.•;'''-,,,''',,.....•.1,...',;'.:•,',.•,'.';',..,.. :':'4;';4...r.• • ' •' :'.'. ' . . .. . • • .. . • t.2.;:k;f2,''.. 's, '').'4',.'.2..;',:?:'':'.' ., ''''•':-:-'. :"'.." ' , ' ..: '4 .' ;/,, ::,i.:•:,' • ' . . . 'fip':',:e.. . • . .. " ' • •••-• :',.::,..":•';':',-'.!A'-!r•I'-','X':'..'t - • f • • •'• -;' :'•• ••'.' '' '••'•:•;•!;.••-•• •'::.•?,;!..;;;;;',..'",...• ' ' ' . , ' '' i''..,..,”:".::-.jii'....;', 1,-: ';';',..1.11.;•;.".. '. '''• ' ''r'' ' ''-''' '' , .' • '..•t.'•,,',2'r•:',',:../.';‘,..';'Zt.',-1'.. '1 n• ' ', . . , .'.':-,-',..:,1,.'•,:„.".,,.-1'y•t ',..;•:',-,••••• — • • • r t• • • . t.'''' , -;•;;•••-•-•,,•'--gr•rr,,•r;r74- '• r i --_ 1 ) 1cf jTAB LAS - tNA (N.A.. 14 f w9' c_vb-t--s,., Cp 5 11-1 UpCZ.JJ-t L �rff6t-lL Ferri, ,"',.• l n 5,4Z- vYz. V — 2c, 3 r‘,•P T a. NA—55k 0,0cr _ f arc-c ��s \./ p„... Ryan-Biggs Associates, P.C. 291 River Street Troy, New York 12180 ' 518-272-6266 FAX 518-272-4467 E-mail: rba@albany.net PROJECT MANUAL ' Clubhouse Stair Replacement Main Grandstand SARATOGA RACE COURSE Saratoga Springs, New York 1 April 2000 I IçS 'lC4 ��Q .Ao7 ei cs��� 1 _ (. L r: . n� l 'is 0 444/� 9TH ,,�/' y0�/ ` � Or ' RBA Project 7073.1 1 1 1 1 1 1 1 Clubhouse Stair Replacement Main Grandstand SARATOGA RACE COURSE ' Saratoga Springs, New York ' Owner: The New York Racing Association, Inc. ' Saratoga Race Course Union Avenue, P.O. Box 564 Saratoga Springs, New York 12866 Engineer: Ryan-Biggs Associates, P.C. ' 291 River Street Troy, New York 12180 (518) 272-6266 ' �1/ at, u ei 1 1 1 1 1 1 I 05100 Saratoga Race Course I Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 I SECTION 05100 - STRUCTURAL STEEL 1 2 3 I PART 1 - GENERAL 4 5 6 I RELATED DOCUMENTS 7 8 Drawings and general provisions of Contract,including General and Supplementary Conditions and 9 I Division 1 Specification Sections, apply to this Section. 10 11 12 I SUMMARY 13 14 This Section includes Structural Steel. 15 16 I 17 QUALITY ASSURANCE 18 19 I Comply with latest editions of: 20 21 American Institute of Steel Construction (AISC) Publications: 22 I 23 Manual of Steel Construction 24 (Includes"Specification for the Design, Fabrication and Erection of Structural Steel 25 I For Buildings," "Code of Standard Practice for Steel Buildings and Bridges," 26 "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts") 27 28 I Manual of Steel Construction, Volume II, Connections 29 30 Allowable Stress Design of Simple Shear Connections 31 32 I American Welding Society, Inc. (AWS) 33 34 AWS D1.1 "Structural Welding Code - Steel" 35 I 36 Steel Structures Painting Council (SSPC) 37 38 I "Surface Preparation Specifications" 39 40 Qualifications for Welding Work 41 I Qualify welding processes and welding operators in accordance with AWS Standards. 4243 44 I Provide certification that welders to be employed in the Work have satisfactorily passed AWS 45 qualification tests to perform the type of welding within previous 12 months. 46 47 I 48 ISTRUCTURAL STEEL 05100-1 I 05100 Saratoga Race Course I Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 I Qualifications for Fabricator and Erector 1 2 Fabricator and erector of structural steel shall have not less than 3 years experience in 3 I fabrication and erection of structural steel. 4 5 Submit written description of ability. 6 I8 QUALITY CONTROL 9 I Contractor shall employ a testing laboratory acceptable to Engineer to perform the following tests: 1011 12 I Visually inspect all welds according to AWS. 13 14 Magnetic particle inspection according to ASTM E 709 for 10 percent of all shop and field 15 fillet welds. 16 I 17 Ultrasonic inspection according to ASTM E 587 for 10 percent of all shop or field full 18 penetration welds. 19 I 20 Inspect 100 percent of erected columns for plumbness within tolerances specified in Part 21 3 - Execution. 22 j I Visually inspect all erected steel for damage. 2324 25 I Weld Inspector shall be certified in accordance with AWS. 26 27 Submit resumes of technicians who will perform testing and inspection,showing evidence of 1-year 28 I minimum experience on similar work. 29 30 31 SUBMITTALS 32 I 33 General: Review of submittals will be for general consideration only. Compliance with 34 requirements for materials, fabrication, erection, and dimensioning of structural steel shall be 35 I Contractor's responsibility. Resubmitted Shop Drawings shall have revisions identified and dated. 36 37 Connections: Submit proposed connection types for review before preparing detailed Shop 38 I Drawings. 39 40 Shop Drawings: Submit detailed drawings showing: 41 I 42 Shop erection details including cuts, copes, camber, connections, holes, bolts, and other 43 pertinent information. 44 I Welds with size, length, and type. 4546 47 I Anchor bolt locations. 48 ISTRUCTURAL STEEL 05100-2 I 05100 Saratoga Race Course I Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 1 Material Data: Submit laboratory test reports and other data as required to show compliance with 2 Specifications. Submit producers'or manufacturers'specifications and installation instructions for 3 the following products: 4 5 Structural steel, including certified copies of mill reports covering chemical and physical 6 I properties. 7 8 Unfinished bolts and nuts. 9 I Structural steel primer paint, and finish paint. 1011 12 I Welding electrodes. 13 14 Bolt Certification: Submit certification that bolts, nuts, and washers furnished comply with 15 specifications. Submit manufacturer's inspection certificates for mill tests. For fasteners to be 16 Iaccepted, certification numbers must appear on the product containers and correspond to the 17 identification numbers on the mill test reports. Manufacturer's symbol and grade markings must 18 appear on all bolts and nuts. 19 I 20 21 PRODUCT HANDLING 22 I Store material in horizontal position on supports above ground. 2324 25 I Protect from elements and keep free of dirt and debris. 26 27 Handle material carefully so as not to bend nor mar. 28 I Repair or replace damaged materials. 2930 31 32 I PART 2 - PRODUCTS 33 34 35 I MATERIALS 36 37 All materials shall be new and free from rust. 38 I Rolled Steel Plates, Bars, and Angles: ASTM A 36. 3940 41 I Rolled Steel C, Shapes: ASTM A 36. 42 43 Rolled Steel W Shapes: ASTM A 992. 44 I Steel Pipe: ASTM A 501 or A 53, Type E or S, Grade B. 4546 47 I Hollow Structural Sections (HSS): ASTM A 500, Grade B or C. 48 49 Unfinished Bolts, Nuts, and Washers: ASTM A 307, Grade A. 50 ISTRUCTURAL STEEL 05100-3 f I 05100 Saratoga Race Course I Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 I Washers; ASTM F 436, ASTM F 844 for ASTM A 307 bolts, finish to match bolt or rod type. 1 2 Electrodes: E70 and in accordance with AWS. 3 I4 Non-Shrink Grout: Corp of Engineers CRD-C 621. Conspec 100 by Conspec Manufacturing Co.; 5 Euco N-S Grout by Euclid Chemical Co.; SikaGrout 212 by Sika Corp.; Masterflow 928 of Set Grout 6 I by Master Builders, Inc.; Sonogrout by Sonneborn Building Products; or accepted equivalent. 7 8 Steel Primer Paint: All steel to receive finish paint, use primer compatible with finish paint. 9 I Steel Finish Paint: Epoxy coating Series 27 by Tnemec or equivalent. 1011 12 I Color: White, except landings, stair treads, and risers will be gray. Install grit in deck and 13 stair tread. Paint as recommended by paint manufacturer to provide non-slip surface. 14 15 Expansion Anchors: Kwik-Bolt II, by Hilti or accepted equivalent. 16 I 17 18 FABRICATION 19 I 20 Fabricate structural steel in strict accordance with reviewed Shop Drawings and referenced 21 standards. 22 I Fabricate and assemble structural material in shop to greatest extent possible. 2324 25 I Fit stiffeners neatly between flanges of girders;and where tight fits are required to transmit bearing, 26 mill or grind ends of stiffeners to ensure an even bearing against flange. 27 28 I Fabricate steel with mill camber up. 29 30 Remove extension bars or run-off plates upon completion and cooling of groove welds. Grind ends 31 I of welds smooth and flush with edges of abutting parts. 32 33 Provide holes for securing other work to structural steel framing. Cut, drill, or punch holes perpen- 34 dicular to metal surfaces. Do not flame-cut holes or enlarge holes by burning. Drill holes in base 35 ' and bearing plates over 3/4-inch thick. 36 37 Detail column splice using AISC standard details. Finish ends of column shafts for direct bearing. 38 I 39 Finish bottom of column, and weld to base plate. Use base plates which are flat. 40 41 I For column base plates, use leveling plates 1/4 inch thick which are flat. 42 43 Anchor Bolts: Furnish anchor bolts, leveling plate, and/or other devices necessary for setting 44 anchoring bolts required for securing structural steel to foundation, concrete, or masonry. 45 I ISTRUCTURAL STEEL 05100-4 I 05100 Saratoga Race Course Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 I SHOP PAINTING 1 2 Shop paint structural steel work. Clean steel to remove all dirt, grease, rust, and loose mill scale 3 I in accordance with SSPC-SP6 "Commercial Blast Cleaning." 4 5 Do not paint surfaces within 2 inches of field welds. Do not paint surfaces within 1 '/2 inches from 6 l center of high-strength slip-critical (SC) bolts, nor areas within bolt pattern. 7 8 Immediately after surface preparation, apply structural steel primer paint in accordance with 9 I manufacturer's instructions and at a rate to provide a uniform dry-film thickness of 2 mils. Use 10 painting methods which will result in full coverage of joints, corners, edges, and exposed surfaces. 11 12 I Apply primer and two coats of finish paint to surfaces. 13 14 15 CONNECTIONS 16 I 17 Comply with all requirements of this Section unless indicated otherwise on Drawings. 18 I 19 I Only use connections which are published by AISC. Do not modify published connection details 20 unless accepted by Engineer. 21 22 I Use connection dimensions and sizes which comply with AISC published recommendations and 23 limitations. 24 25 I Weld or bolt shop connections. 26 27 Bolt field connections wherever possible. 28 I 29 One-sided or other eccentric connections will be permitted if shown on Drawings or accepted by 30 Engineer. Only AISC published connection designs shall be used. 31 I32 Minimum Capacity of Beam Connections: For connections not detailed, provide connection 33 capacity of at least 50 percent of the allowable uniform load from Uniform Load Tables in AISC 34 Manual, Part 2, for the given steel member. 35 I Use AISC "Single-Plate Shear Connection" for beam connections to face of tubes and column 3637 flanges which have a width of 6 inches or less. 38 I 39 Fabricator shall select and detail connections to properly transmit total reactions, moments, and 40 axial forces either indicated on Drawings or reasonably inferred from information provided. 41 I 42 Provide bearing bolt (N) connections for all connections unless indicated otherwise. 43 44 I Remove burrs that prevent solid seating of connected parts. 45 46 Direct tension bolts may be used at snug-tight bearing connections. 47 I 1 STRUCTURAL STEEL 05100-5 I 05100 Saratoga Race Course Clubhouse Stair Replacement I Main Grandstand RBA Project 7073.1 I PART 3 - EXECUTION 1 2 3 I JOB CONDITIONS 4 5 Examine conditions under which work shall be erected. Do not proceed until all unsatisfactory 6 conditions are corrected. 7 8 9 I ERECTION 10 11 Set structural frames accurately to lines and elevations indicated. Align and adjust various 12 I members forming part of a complete frame or structure before permanently fastening. 13 14 Clean bearing surfaces and other surfaces before assembly that will be in permanent contact after 15 assembly. 16 I 17 Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 18 I Level and plumb individual members of structure within specified tolerances. 19 20 Splice members only where shown or specified. 21 22 I Maintain work in a stable condition during erection. 23 24 Use of gas cutting torches in field to correct fabricating errors is prohibited. 25 I Tighten bearing bolt(N) connections to snug-tight condition. Methods of tightening are defined in 2627 AISC "Specification for Structural Joints." 28 I 29 30 TOLERANCES 31 32 I Tolerances shall be within limits in AISC "Code of Standard Practice." 33 34 Fabrication and mill tolerance shall be within limits in AISC Standard Mill Practice. 35 I 36 37 TOUCH-UP PAINTING 38 I 39 After erection is complete, touch-up paint damaged shop coats and welded areas. Remove weld 40 slag before applying touch-up paint. Apply prime coat and two finish coats. 41 1 42 43 TEMPORARY SHORING AND BRACING 44 I 45 Provide temporary shoring and bracing members as required, with connections of sufficient 46 strength to bear imposed loads. 47 48 IRemove temporary members and connections when permanent members are in place and final 49 connections are made. 50 ISTRUCTURAL STEEL 05100-6 05100 Saratoga Race Course ' Clubhouse Stair Replacement Main Grandstand RBA Project 7073.1 Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. 1 2 3 ' PROTECTION 4 5 Do not use members for storage or working platforms until permanently secured. 6 ' Do not exceed load capacity of members with construction loads. 78 9 ' WELDING TO EXISTING STEEL 1011 12 ' Clean area to be welded using mechanical grinders and solvents to remove all paint, rust, and 13 other materials. 14 15 Use E7018 low hydrogen electrodes stored in ovens as prescribed by AWS. Preheat steel to be 16 ' welded and maintain temperatures as prescribed by AWS. 17 18 19 END OF SECTION 05100 20 1 1 t ISTRUCTURAL STEEL 05100-7