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2000-824 TOWN OF 'QUEEN SBU RY yp 742 Bak Road, Queens'bury, NY 12804-5902 (518) 761-82.01 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20000824 Application Number A20000824 `I'ax N-lap No: 523400-145-000-0001 -003-000-000 permission is hereby granted to: TOWN OF QUEENSBURY For property located at: NORTHWAY in the 'Town of Queensbury, to construct or place at the above location i om cliance w twh'he NYS Uniform Building Codesther with plot land the Queensbury Z.onin *hereto Erie and approved and Wi c P Tune of Coxzs Ordinance. t ruction Owner Address: COUNTY OF WARREN Gazebo WARREN COUNTY M1]NICIPAL C `total value 1340 STATE ROUTE 9 LAKE GEORGE, NY 12845 * Electrical Inspection Agency Contractor or Builder's Narne / Address PlaIIIIIIInsIIIIIIII &IIIIIII SIIIIIIIpecifications 2000-$24 00 FT GAZEBO AS PER APPLICATION 'S0.00 PERMIT FEE PAID - THIS xPERMIT tension Eb mJadEto the code Enfordcemr Nt�o££iceber 06, 2002 ,... (if a longer period is required, an application for of the Town of Queensbnry before the expiration date.) Dated at the Town of Queensbury; Monday, November 06, 2000 for the 'Town of Queensbary. STGNk.I7 By Director of Building & Code Enforcement TOWN OF QUEENSBURY Fee Paid BUILDING A CODES DEPARTMENT APPLICATION FOR : PORCHES-DECKS- Permit #(aw DOCKS & BOATHOUSES Est . Cost ----- ----_. A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION . PLEASE ANSWER ALL OF THE FOLLOWING : The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description , plans and specifications submitted , and such special conditions as may be indicated on the permit . TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMITTED WITH THIS APPLICATION , Owner of Property : WARREN COUNTY (LEASED TO TOWN OF QUEENSBURY) P . Q . Address 742 BAY ROAD Phone # 761-8200 Property Location END OF BIG BOOM ROAD Tax Map # 145 - 1-3 Subdivision Name ( If applicable ) HUDSON RIVER PARK PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES : Name : HAR.OLD R. HANSEN Address DEPARTMENT OF PARKS & REG DEFFhone#761-8216 BUILDING SPECIFICATIONS : Type of work to be done : Porch Deck Dock Boathouse GAZEBO Size of Structure to be built ( square footage ) : 167 Sq . Ft . Foundation Material : Width 16 ' Thickness 4 " Depth of Footing , below grade : . 4 ' Size of Posts or Studs : 5 " x 6 11 / 16 `" x 12 ' Long Size of Floor Joists ; NA x x Span � ' � �� Decking or Flooring Material : NA V1�[~ How will Porch or Deck be fastened to building ? NA OCT 2 5 2000 OF (aUEfc'"SBURY If Roof Will Be Installed eAenswer Following Questions : BUiU]iNG ^No CX30E Size of Posts or Studs : Above x Long Roof Rafters : 5 " x 7 1 / 2 " Spacing 8 ' * Span *Pie Shaped Roof Trusses ( pre engineered spacing ) : PIE SHAPED Span Type of Roof : Sloped Flat Shed Other ( Circle one ) Material of Roof : LAMINATED BEAMS (5 't x 7 1 / 211 x 8 ' ) ZONING INFORMATION : TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED , drawn reasonably to scale and attached hereto , showing clearly and distinctly all buildings , whether existing or proposed and indicate all set back dimensions from property lines . Show location of water supply and location and configuration of septic disposal area . Size of Property : 44 acre. ft * x ft , Existing building ( s ) : Size NIA fte x ft . Size ft . x ft . Use of Existing building ( s ) : rN/A Proposed structure , distance from property line : Front yard N/A ft . Rear yard ft . Side yards N/A ft . and ft . If on corner , setback from side street : N/A ft . DECLARATION To the best of my knowledge and belief the statements contained in this application , together with the plans and specifications submitted , are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code , the Zoning Ordinance , and all other laws pertaining to the proposer) work shall be complied with , whether specified or not , and that such work is authorized by the owner , DATE : 10 /20 /00 SIGNATURE -- Owner , Owner s ge y rc ect , Contractor REYIEWEDOBY CODE ENFORCEMENT OFFICER , DATE SIGNATUR Park Entry i $'"r low ;; HUDSON RIVER PARK Town of +Queensbury, NY r Future Expansion. ti Existing Woods X •` .,�� Softball `, y Parking Area 25 Cars Play Area , R\ ,�.� `.� _'•`M1 ,y Basketball `� ```.,• .� ` ; a Future Expansion. `�, ,, '� 'i •; ti � Q %d ~ � l+4RT1 � Shelter HUDSON RIVER Parking Area poet Launch 12 Cars Car,/Trailer 6 Spaces + rf . r- r 4 r, [ n14 I ri f• [ , 1 . . , ia , i �y,. �. � / 7r ' 'I I75 ] •, 1F+ firY '.'l r , ir7. [ . 1 . 11F ' .'S- ir ' . , ( "` "".. � /!`ri .ri na- ■a r-Ox� .113 ty i" S rt1 reY „- , 3 Ycxxr Clrxnd13 .3n O .nrnSr „rt S Itxifle. r + , A «r E } ce4 ] tiunt� cr O + r 'r Uccrs Osr- Gc n aCt.: ad alsostld Oars t. r• rs :it.ccl n :s -. Ucll , Slttcc 3clln gpCd to r- Zln d , od S.n thoir cor" tructlorr , thoy slsould not Uo Unroco �, - o � no il. Y °�dCr cows DLo and utuat}zor- oz. If }rolUlo , l +unirvrt..cd momborz ccd a.d beo} rout 2fto a �'- t t . o allow }icmlaora a } could Uo a0L orr lov-clod nupporto a }'iaccd air- circulation batuoon them and Llro floor . If SL Sa alraoluLa ] Y noecssaxy Lo sLorc tho mc�lrors outside , nclocL a well-dre�tnad loyal uurfaco . A11ov a1>[ to t,u'olvo i�c}roc Uot �rcror� Lira laNid and tho UoLLocn cexr.r-so of mcrnUora . So .raral smn71 sixo mcmUors usao Uc t3c- S. n each coursc . Leave a space UotwNcon mcmbar-a for air c- ircu].ntiot su t aan each courso , t}rc nticY.crs a }rcnl.ld Ua locatod diroct3-3' ajovo }-}ra strfs�orts ut Ground lcv-ol . 11IJ-5 s.ri-1-1. pro �roriL t �rS s t 1.Sr of tho mcmLro r s _ T1rc top o aclr Grid of tiro pit© stlould than be cov�orod with a tarl-r , Car' � r or P1uo-st� Li c . h ]lcmu for a_i_r C3.rculaLi-on Llrsau }n `tiro n ldos of L}ro PS- o . k_ LCVCL1� a .� . suPPORTS Vif AT CR-FR0OF C 0 V C R I N G vr 'i / rLa 'fiIIkO the ..CYCZ to Z.Vold, t%N(� LSTIJ Of mwnl}l o ru . 24 Usa a ] }Jcrat number } of supports and c tickc r;, , AV D 1 Fd3_0u 1. r for adoquatc a Vcis-culation t}ti-ough ` STICKERS --Aug iSld ! DILlJ4 , MW YOPY T - - s 1 1 •� + ' HARDWARE SCHEDULE FOR COST DEPT. ONLY ST SKr. No. TOTAL REQUIREMENTS No. MARK OF NOTE WT. SHOP SHEP LOAD FATAL OONN NO. DESCRIPTION ADD 'A CO A Ti S- 1 1 1 WA- 1 P 1 6 MB's imp X 7" G 6 fi WASHERS i"0 G W/S-3 — 6 SH/P's 21"0 P 6 6 HEX NUTS i"o G 6 1 S --2 6 12 P-2 X 6" X 14" P 12 216 NAILS 4 ga. X 2 G 216 1 S 3 6 24 LAGS J$0 X 6" G 24 24 WASHERS 1"0 G 30 SHOP FADFUCATI I I I r I i G= HOT DIPPED GALVANIZED Date Print Made: SEP 7 20A0 P=PRIME PAINTED REVISIONS yawn y: ec g 7 OD PLAY PRO a J . CLARK aminated products GLENS 'FALLS, NY Sheet: Jab No.- UnadiiW. New York 13a49 Phone.(607) 369-9341 F.O. B. SIDNEY, NY' 2.XZ2X 4463 Hv lam Memuerb Iv am 910 Pty Stress L;iear - Plies Ply Date Unit Total ' +84 2 ht Section Size Len h 7.T.am Ride Eave Note: Lbr.Size Mfg- Length Beam# Comb. #PI Piles out Thick. Cambe Glued Lin.Ft. Lin.FL FBM 24F 1 OK 1 5 X VARIES 7 - 10 114 6 1 X 6 6 SHOP 8-1 V- 11 0-667 #48 2 25 152 152 1 552 5 X 611/16 12 - 0 6 CCA 2 X 6 6 123 C-2 ::10 3 1.3331 NO 37 228 228 0 q 7114 X 1 112 $ - 0 6 CCA 2 X 8 6 8.3 F-3 #1 1 A NO 8 51 fib 1 Y7 E, I t, X. it T 4VM or TN ` r _ .. Deck DECKING WtAM-406 FBM(1.1T X Sry net.42 SOLID SOUTHERN YELLOW Mt9 TOTAL STRAIGHT FBM 4d8 552 Estimated (Non-Treated) Straight Lam Weight PINE,Ur EV1S.$1 31rl61 Estimated deck Weight $Pikes Date Date Print Made X $. pine Rough Sawn YES Thompson's Wrap INDIVIDUAL YES AITCCert. Date: "I'00 Revisions PLAY PRO Unadilla laminated products sheet -- 5EP 6 7 2D(1aI1 D. Fir _Premium YES Sealer WeVDry Detaller �.CLARK {GUNS FALLS, NY) 32 Clifton St. (RC Box K) X Architectural NO Stain Color AS NOTED Treatment Checker F.O.B. SIDNEY, NY Unadilla, New York 13849 1X Job Number Industrial other CCA 4 od Before Glue PIanI _ Ph (607) 369-9341 Fax (607) 369-3608 2X 6AL-1A Proof Load Cenitcates. Reo'd After Glue JQ,C6 I email unalam(a?mkl.CDm 4463 QR , ��_Q>��� I�Iclnl=_Ir.lcln� rn1 I IAANC 18" ROOF FRAMING PLAN /—WA-1 H"o's N to N 00 EE-2 NS/FS S-1 1 REQ'D PER—CONN 1—WA-1 6NMB's i' �X 7" 6—WASHERS 1"0 6NSH/Vs 28" 0 6—HEX NUTS 1" 0 WA-1 CONSIST OF 6 N fE's 4" x 5" x 8" N i-3 =1c� CO SHOP FINIS i I I 1i" i l S-2 6 REQ'D PER—CONN 2—R-2 i" X 6" X 14" 36—NAILS 4 ga. X 2�" LAGS 1" 0 X 6" WITH WASHER`' B-1 5" WIDE 6 REQ'D 607 ERECTOR NOTE: , FIELD LOCATE & BORE LAG LEAD 1 N HOLES IN B-1. BORE N X �". & "0 X 31". (NIC) S-3 6 REQ'D PER—CONN 4NLAGS is X 6" 4NWASHERS 1" 0 —1 THIS SHT. >N (� BORE H" O WITH 21" 0 :'BORE. ADD A" O SH/Vs. =-r 04 S-3 THIS SHT. " O's I C. 2 5 X 6U 6 REQ'D CCA TREATED 12 is 2r— TYPICAL SECTION 8'-0" LAM LENGTH F-3 71 X 11 6 REQ'D CCA TREATED 8.25 F SPECIFICATIONS KILN DRIED -SOUTHERN YELLOW PINE ADHESIVE- WAIERPR00F GLUE (WET -USE) A.I.T.C. GRADE -ARCHITECTURAL HARDWARE -PER DETAILS & LIST 7" WRAP -INDIVIDUAL STAIN -NO 1-COAT SEALER -YES (ON NON -TREATED) 1 COAT THOMPSON' WATERSEAL-YES (ON CCA) CCA TREATED-.4 pcf BRFORE GLUING (AS NOTED) ALL STEEL A, 36 ALL BOLTS A307 3A" ELECTRODES E60XX OR E70XX GRAY WATERBORNE ANTI CORROSIVE PRIMER -ON ALL SHAPES HOT DIPPED GALVANIZED -ON ALL HARDWARE ALL WELDS 3/16" FILLET LAMINATED WOOD SHAM BE PROTECTED FROM - I DIRECT CONTACT WITH CONCRETE OR MASONRY BY A WATERPROOF BARRIER PROVIDED AND INSTALLED BY OTHERS. (NIC) 1 (NIC)=NOT IN CONTRACT i CORRECTION OF MINOR MISFITS AND A REA- S-3 SONABLE AMOUNT OF CUTTING, REAMING, RE- DRILLING OR ALIGNMENT WITH DRIFT PINS WILL BE CONSIDERED A LEGITIMATE EXPENSE OF ERECTION. IN THE EVENT OF ERROR, DEFECT IN MAT- ERIALS AND/OR WORKMANSHIP OF SHOPWORK WHICH PREVENTS THE PROPER ASSEMBLING AND FITTING OF PARTS BY THE MODERATE USE OF DRIFT PINS OR MODERATE AMOUNT OF REAMING AND SLIGHT CUTTING, IMMEDIATELY REPORT TO THE SELLER AND OBTAIN SELLER'S APPROVAL AND METHOD OF CORRECTION. WE ASSUME ALL. NON -TREATED LAMINATED MAT- ERIAL IS PROTECTED FROM EXTERIOR EXPOSURE TO THE ELEMENTS. , ALL CCA-TREATED SURFACES, SAWN AFTER GLUING, ARE TO BE RETREATED, PER AWPA-M4. ALL CCA-TREATED MEMBERS WILL RECEIVE (1) COAT OF FACTORY APPLIED "THOMPSON'S WATER SEAL". IT WILL BE THE OWNERS RE- SPONSIBILITY TO PROVIDE MAINTENANCE OF CCA-TREATED MEMBERS TO MAINTAIN THIS WATER SEAL. (NIC) STORAGE, ERECTION Rc PRECAUTIONS LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION DURING SHIPMENT. THE GENERAL CONTRACTOR IS RE— SPONSIBLE FOR PROTECTION OF THE MATERIALS AT ALL TIMES AFTER ARRIVAL DESTINATION. IF STORED TEMPORARILY MEMBERS SHOULD BE PLACED ON BLOCKS AND LEVELED WELL OFF THE GROUND, AND SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP AND SIDES WITH MOISTURE RESISTIANT PAPER OR OPAQUE PLASTIC. USE NON —MARRING SUNGS WHEN HANDUNG. ROOF COVERING SHOULD BE APPUED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON MEMBERS UNTIL THEY ARE ENCLOSED WITHIN: THE BUILDING, HOWEVLR IF THE PAPER HAS BEEN TORN OR PARTLY REMOVED DURING 'STORAGE OF ERECTION. IT SHOULD BE COMPLETELY REPLACED OR ENTIRELY REMOVE= TO PREVENT DISCOLORATION OF LAMINATED MEMBERS BY SUNLIGHT. TO MINIMIZE SURFACE CHECKING THE BUILDING RELATIVE HUMIDITY SHOULD NOT BE REDUCED RAPIDLY, AND BUILDING HEAT SHOULD BE ELEVATED GRADUALLY To DESIRED LEVEL. THESE LAMINATED MEMBERS RECEIVE (1) COAT OF FACTORY APPLIED SEALER. IF THEY BECOME WET DURING SHIPMENT OR CONSTRUCTION OF THE BUILDING. OR IF THEY ARE CLEANED IN ANY WAY, THESE MEMBERS SHOULD BE UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD. FINISH RECOMMENL)AlION: IF THE LAM!NATEU WOOD MEMbENS-ARE TO BE STAINED. „ WE STRONGLY RECOMMEND THAT THEY BE FACTORY SIMNEL. IF THE MEMBERS ARE TO FIELD STAINED OR FIELD RE — STAINED, IT IS POSSIBLE THAT THE FACTORY APPLIED CLEAR SEALER (WHICH IS APPLIED TO PROTECT THE SURFACE OF THE MEMBERS DURING HANDLING) MAY INTERFERE WITH THE APPUCATION OF THE STAIN. IN THE WORSE CASE SCENARIC_ ALL THE MEMBERS WOULD HAVE TO BE SANDED TO PRE— PARE THE SURFACES FUR SIAINING. UNADILLA SILO CO. ASSUMES NO RESPONSIBILITY FOR THE COST OF FIELD STAINING. -WIT Q TmfA- QUALITY CAHTRGL FRONDED PER PRODUCT STANDARD ANSI ARC A190.1-92 A Tic AND AITC 117-93 t10ENSEf MEMOERS SIAMKI). CERTIFICATE OF CONFORMANCE FURNISHED FILE COPY TOWN OF BUILDING REVIEWED BY/ DATE l DECKING W LAM 496 FBM 2X6 (1-1/2" X 5") net. #2 SOLID SOUTHERN YELLOW PINE, T&G, EV1S, S/L. 31/16' APPLICATION OF 2x6 ROOF DECK Lay deck with pattern face down or exposed. Each plank should be nailed to each support, and, where joints occur over supports, both abutting ends should be nailed to the support. Planks should be fastened to supporting beams with two 16d nails at each beam. One should be toenoiled, the other driven through the face of the plank. NAILS NOT IN CONTRACT. REC' WED OCT 2 j00 EN VN0 I FI);A T" TM OF WMNSM R1112 G OWTIIIENT Based on our mated elw **don,moiaravb our 1 n 1I be c as mall SHOP FAQ ptens and S� = M U RICA�`Ia compliance with the code. REVISiO14S DATE PRINT MADE NO. BY DATE �11)d i I a 1 aminated products Unadilla, New York 13849 2 Phone:(607) 369-9341 SEP 0 T 3 1 F PLAY PRO 4 5 (GLENS FALLS, NY) 6 F.O.B. SIDNEY, NY 8 This Print Is The Property Of Unodillo Drawn B Checked B 16 Lominoted Products Co. And Is Not y y: 1 Date: Job No.: For Use By Others Without Written J. LARK �1 9 7 00 4463 Permission.