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AST-000791-2017 ;011111ik---- TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000791-2017 Date Issued: Tuesday, November 20, 2018 This is to certify that work requested to be done as shown by Permit Number AST-000791-2017 has been completed. Tax Map Number: 302.7-1-37 Location: 40 NORTH RD Owner: KRIS ROGLIERI Applicant: Joe Johnson This structure may be occupied as a: Outdoor Wood Fireplace (post construction By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the ( J 4 110t. property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 �. Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-000791-2017 Tax Map No: 302.7-1-37 Permission is hereby granted to: KRIS ROGLIERI For property located at: 40 NORTH RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: KRIS ROGLIERI Fuel Burning&Chimney $0.00 Owner Address: 40 North RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Masonary Development Corp. 21 Weaver AVE Troy,NY 12182 Plans&Specifications Outdoor Wood Fireplace. Part of Pergola and concrete wall construction around swimming pool (post construction) $ 50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, January 11, 2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town Quee bury; Th ry 11,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement FUEL BURNING APPLIANCE & office use Only CHIMNEY APPLICATION Permit#: A'5'r -7 q1 -':�6 r o� Permit Fee:$ loom of quccn,hurt ' Invoice:#: oZ Jto-1 3 742 Bay Road, Queensbury, NY 12804 P: 518-761-8256 www.gueensburV.net Project Location: ,NJ/1 fZ1 Pb Tax Map ID #: Room of Install: Planned Install Date: DLE **ONE APPLICATION PER APPLIANCE* DEC 2 0 2017 TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT CONTACT INFORMATION: • Applicant: Name(s): Ta, -DA,,w Mailing Address, C/S/Z: 2t' 1�-►mac _7 -14 F�k`� Cell Phone: ( CiL) Y; 3-769f Land Line: Email: • Primary Owner (s): Name(s): 11��* Mailing Address, C/S/Z: VU tiyrd 20 GQ /!5"��or� AIA.' Cell Phone: _( S7�S" ) Sod —�1y�3 Land Line: _( ) Email: Installer/Builder: Business Name: c!<Synal�t �D��►ert'-� La/G' Contact Name(s): Mailing Address, C/S/Z: X dd Cell Phone: _(�) -- Lan Line: _( ) Email: L Contact Person for Building & Code Compliance: �� 1�✓� ✓t Cell Phone: _( Sl ) �/a3— Z�i,� Land Line: _( ) Email: d � c® Fuel Burning Appliance &Chimney Application Revised March 2017 FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove _ Fireplace Insert Fireplace Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace, factory built** (**Manufacturer's name: Model #: ) SOURCE OF HEAT: Wood Coal Pellet Gas CHIMNEY INFORMATION: -46 Masonry (require plans to be submitted): block )C brick _stone Flue: —$tile _steel _size, in inches _Material*: _double-wall _triple-wall_insulated (*Manufacturer's name: Model #: ) ADDITIONAL INFORMATION: 1. Two inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces & chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. Declaration:Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: A --re -r SIGNATURE: DATE: � IQro"6i7 Fuel Burning Ap ' nc Zimney Application Revised March 2017 riArzCHIMNEY - v a STONE E C HI-MNEY CAP FINISH - 0* STONE CHIMNEY CA FINISH 1 , N f c , 3 I ! s , , r ! k : 10x,10 #1EWP MS P , < BEAMS I - _ � _ N;may) � .. INTERIOR FIREPLACE E CONSTRU CTION\ ! _. E » TO BE FIELD VERIFIED TO COMPLYP LY W " ITH > a . , MASONRYSTANDARDS. / . , £ r j CMU CONSTRUCTION 1' 4 E € t s i MANTLE CAP FINISH p . k ' € i , .,.< , FIRE BRICK : • € < f x< R: < " - x.» WALL CAP FI_ SH { n,t 1 f Z sz , 'I u4 { BLUESTONE PATIO FINISH t i _ £ E { F a « Y POURED _ , Tr MORTAR BASE CONCRETE-------. i _ , r ! , � r _ ,. i WALLE � .�, _ _ 4 POU , RLD CONCRETE BASE_ W r. I 4I • 6x6 WWM TYP �. #4 HORIZONTAL REBAR.TIE .. , AT gf TOP AND MID-HEIGHT . TY , t IN .. 4 , i # O s, H RI � r r ZONTAL C , ONTINUOUS „ No. 4-6"COMPACTED _orate r: CRUS P Rev REBAR HED Av Revision Notes AT,TOP&-MID HEI GHT TYP ( , STONE E BASE.. - , 1 EXISTING SITE FILL I r, 'POURED l ? ----CONCRETE �, __ _. __ _ FOOTING _ l _ I I #4 VERTICAL REBAR AT 36"O.C. (3) #5 HORIZONTAL CONTINUOUS � REBAR EVENLY SPACED WI 2"CLR 4-6"COMPACTED CRUSHED STONE BASE � �r FROM ALL EDGES „ + ' #4 HORIZONTAL REBAR AT 36 O.C. t FIREPLACE / GRANITE VENEER ,$ 2 FIREPLACE GRANITE VENEER A-06 j 302.7-1-37 AST-000791-2017 Roglieri, Kris 40 North Road Outdoor Wood Fireplace REDBUD DESIGN s LANDSCAPE ARCHITECTURE a ..� 2 COMMERCE PARK DR. fi WILTON, NY 12831 D 5 18.691 10429 DEC 2 0 2017 Kris Ro lieri fi g TOWN OF OUSE S URY 40 North Rd COMMUNITY DEVELOPMENT Queensbury, NY 12804 JVIs Warren County L FIREPLACE DETAIL Project Mang Client Number a, R-Q011 C� prawn By Drawing Scale rV GWD2 AS NOTED r reviewed By Drawing Number issue Date 7/17/17 Plan Number A-06 17-100 ARCHITECTURAL ABBREVIATIONS A.B. ANCHOR BOLT O.C. ON CENTERS B.A. BYAMENDMENT OPG (OPNG) OPENING B.O. BY OWNER OPT OPTIONAL BTWN BETWEEN O.S.B. ORIENTED STRAND BOARD BSMT BASEMENT POLY POLYETHYLENE CLG CEILING PREFAB PREFABRICATED CL(CLO) CLOSET P.S.I. POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT(BLOCK) P.S.F. POUNDS PER SQUARE FOOT CONCRETE R,B&B REVERSE BOARD AND BATTEN CONC v DBL DOUBLE REBAR REINFORCING BAR DN DOWN RET RETENTION DF (D.FIR) DOUGLAS FIR SPF -PINE-FIR SPRUCE EA EACH SYP SOUTHERN YELLOW PINE J HR HOUR STOR STORAGE L(LIN) LINEN TYP TYPICAL V_ LHC LOG HOME COUNCIL U.N.0 UNLESS NOTED OTHERWISE LVL LAMINATED VENEER LUMBER W/ WITH W.W.M. WOVEN WIRE MESH. MAX MAXIMUM MIN MINIMUM VA VISUAL ALARM M.O. MASONRY OPENING EL EMERGENCY LIGHTING 'T C v— FIRE ALARM FA ES EXIT SIGN HD HEAT DETECTOR C V� Qlm IL----�l GENERAL INFORMATION: Al� 1.DESIGN TO CONFORM TO THE LATEST EDITION OF THE IRC 2015 RESIDENTIAL BUILDING CODE L 2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. v SHOULD A DISCREPANCY EXIST, NOTIFY PROPERTY OWNER IMMEDIATLEY. 4'L J, I 3.IN ALL CASES, NOTED DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. 4.REDBUD DESIGN ASSUMES NO REPONSIBILITY FOR ANY CHANGES,ERRORS,OMISSIONS,OR DEVIATIONS A-05 BY THE OWNER OR CONTRACTOR,EITHER INTENTIONAL J Z: OR ACCIDENTIAL. 77 r 1% 1 FOUNDATION: 1.FOUNDATIONS ARE DESIGNED FOR A 2000 POUNDS PER IfE I SQUARE FOOT ALLOWABLE SOIL BEARING PRESSURE UNLESS OTHERWISE NOTED. 2.MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS TO BE 4000 psi. (5 STACKS OF CEMENT PER CUBIC YARD,4"MAXIMUM SLUMP,3/4"MAXIMUM _J I I AGGREDATE SIZE.) ... ............ 3.REINFORCING STEEL TO CONFORM TO A.S.T.M.GRADE 60 A -60. 615 4.HORIZONTAL OR VERTICAL REINFORCEMENT NOTED ---------- L ---------------------J "CONTINUOUS"SHALL HAVE A MINIMUM SPLICE EQUAL TO 30 BAR DIAMETERS IN CONCRETE. 5.USE 4"CONCRETE SLAB WITH&6410410W.W.M.OVER 2"OF CLEAN DAMP SAND OVER 6 MIL VAPOR BARRIER "-A OVER 4"CRUSHED ROCK OVER COMPACTED SUBGRADE ED? 9 AT LIVING SPACES. USE 4"CONCRETE SLAB SLAB WITH #10/#10 W.W.M.OVER 4"CRUSHED ROCK Qtl�l 6 x 6 COMPACTED SUBGRADE AT OTHER SLAB AREAS, INSTALL SLAB REINFORCEMENT AT CENTER LINE OF CROSS SECTIONAL AREA OF SLAB-TYPICAL. 6.FOUNDATION SILL PLATES SHALL BE BOLTED TO THE ----------- r FOUNDATIONWITH 1/2"DIA.x 10"ANCHOR BOLTSAT6'O.C. 4-, --------------- AND VFROM EACH END.BOLTS SHALL BE EMBEDDED 7" INTO REINFORCED CONCRETE. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT h _____J LOCATED WITHIN 12"OF EACH END OF EACH PIECE. USE 2x2x3/16 FLAT CUT WASHERS. 7.ALL WOOD BEARING ON CONCRETE OR MASONRY OR WITHIN 6"FROM THE GROUND SURFACE,SHALL BE PRESSURE TREATED. ------ ---- 4 No. Date Appr. Revision Notes 8.FINISH GRADE SHALL SLOPE AT2%MINIMUMAWAYFROM bill ALL STRUCTURES FOR A MINIMUM OF 5 FEET� 4 NOTE: OAO,, AS A CONDITION OF THE FINAL RECEIPT OF A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION,A 'Ti 7 STICKER DESIGNED&APPROVED BY THE BUILDING CODE COUNCIL MUST BE AFFIXED TO THE EXTERIOR OF THE ELECTRIC PAN BOX WHERE TRUSS TYPE, PRE-ENGINEERED 11> WOOD,OR TIMBER CONSTRUCTION IS BEING UTILIZED. A 'A Z k7 7, ........... EXISTING STRUCrURE vi. —7 v: 16-7 11,14t 121-31 114' 4' T, r J , ----------------------- Ile 4 > F7 -------------A----------- ------- --------------- ------------------- -------- I - i t" J REDBUD DESIGN LANDSCAPE ARCHITECTURE 2 COMMERCE PARK DR. FOOTING LAYOUT PLAN FOOTING LAYOUT PLAN WILTON, NY 12831 SCALE: 1/4" V-0" SCALE: 1/4" 518.691.0429 Kris Roglieri 40 North Rd Queensbury, NY 12804 Warren County FOOTINGI AV UT RAN U-1 1 0 Project Manawr Client Number R-0011 Drawn By 5rawing Scale GWD2 AS NOTED Reviewed By Srawing Number 7v� I r ,It Ef Issue Date 7/17/17 Plan Number 17-100 A-0 I _ PIN CONCRETE WALL TO EXISTING HOUSE FOUNDATION WITH#4 HORIZONTAL REBAR AT 18"O.C. C — > r> : x x , s I C PIN CONCRETE WALL TON fXIST1 G O H USE FOUNDATION WITH#4 HORIZONTAL REBAR AT 18"O.C. PIN CONCRETE EXISTING ,b N ETf WALL TO _. . .._._ HOUSE FOUNDATION'.WITH#9 i HORIZONTAL REBAR AT 18 O.C. gg N 1 ; i _ r < - i -tip-- i :5 I MrA { /q S mo-. p� g { r-<w xu x s < x - { , - kdl IL x x e1 10 0 : I 19 E ( x { , : ;.: ... No> Date... A Pr, Revision Nates { x t x t14 , n - :_ S, x S x E , s £ y { x � 0, . EXISTING STRUCTURE s:• 1 , xt Co } ," Cr tA - p Y i s i , ( � x ..", { r x REDBUD DESIGN LANDSCAPE ARCHITECTURE 2 COMMERCE PARK DR. CONCRETE WALL LAYOUT PLAN CONCRETE WALL LAYOUT PLAN WILTON, NY 12831 .r SCALL: 1/4' V-0" 2 SCALE: 1/4" = 1'-0" 518.691.0429 r Kris Roglieri r 40 North Rd Queensbury, NY 12804 Warren County s CONCRETE WALL LAYOUT PLAN Project Manager Tient Number R-0011 Drawn Byr—'5rawing Scale GW D2 AS NOTED 10 .......... tevie%"d By drawing Number : issue Date .7/17/17 Man Number 17-100 A-02 #4 HORI- ZONTA EB _L R AR TIES - ATO -- ATTOP AND MI DHEI H: - G T TYP HORIZONTAL Q TAL CONTINUOUS WALL CAP FINISH EBAR AT TOP MID...,. H EI GHT (TY P) : STUCCO € E, WALL FINISH NI SH £ _ It 4 F L LET E { _ -LD TYP BL VEST Al ONE' PATIO O FIN I „ SH - L 4 M 4_rT >a , �E 4 YpP 3 M 0 UR ED ._. _E MORTAR RBA S E , _ a � PIN 0 STAINLESS E STEEL CONCRETE \, WA LL 3 4 POURED EDCONCRETE BASE STAINLESS _LE EES COLUMN 6x6 : .. WW M TYP TOP VIEWP 2 , \ . 1S� 1 t { f a ,r a" w , a� w � t - ' 1/4" i, > ,, £ y it 446 COMPACTED 4 : . a w , E \ STONE BA S ; POURED E- I H C £ :... - _ QNCRETE I - F O , STEEL FOOTING OTT N G POURED D m - >r ,m - � T E T CONCRETE PROVIDE AT 1OFGROUT w ^ 4" (FILLET LD TYeJ TO LEVEL BASE . � EXISTING TE'FI LL E P OXY 1/2" F 0STA STAINLESS SS STEEL LT P OF r 1 THREADED ROD INTO CONCRETE TE _ T TYP ) ELEVATION_ l i E ' - _- _ --' .. _ EW Q. .C3 #4 HORIZONTAL #4 VERTICAL REBARAT36 .. _ _ :. - _ �_— iie(t £. � COLUMN 3. x REBAR EVENLY SPACED W 2 , CLR 4-6" COMPACTED CRUSHED STONEBASE _�, FROM ALL EDGES ALL W�l STONE CAP DETAIL 4 HORIZONTAL REBARAT36 O.C. 4x6 #1 EWP PERGOLA tO�4 RAFTERSTYP 10x1B #1EWP BEAMS TYP) , h. ; ; _ }. - , r 1 , f.,E �w 5I � HOLE DEEP , fI3 _ .5'8' " l . � p __i xx S _ L.EACH ENDCQLU COLUMN E km ENTIREEDTHROUGH HEIGHT..... - _ .. Ni - No, IIIIU AIII f Revision n NotesPPc r #4 HORIZONTAL REBAR TIES 1 ELECTRICAL CHASE DRILL THRO UGHENTIREHEIGHTOFCOLUMN J AT P ANDMID-HEIGHT. 7YP WALL FINISH STUCCO WALL FTNISH 4 HORIZflNTALCflNTINUOUS REBARAT TOP & MID- 4 CO H/..E���I�G�rH T�,.�..:` T�_,_' EY� P f v� E - ,+t � E$ t , 1 �. _ . : _ � > , tPOURED BLUESTONE PATIO FINISH CONCRETEfoo _ 9 WALL = MORTAR BASE R2 1/2r 15/16 ILLEDp3/4 POURED CONCRETE BASE W/ DEE 5x6 WWM P fl T U� ENTIRE- ,?RLLLED 6n-DEEPP) INTO EACH END of COLUMN CENTER 51/16 E - COMPACTED CR USHE STONE BASE FL � TION VIEW BOTTOM VIEW EXISTING SITE FILL - REDBUD DESIGN LANDSCAPE ARCHITECTURE TURE 2 COMMERCE PARK CR. ' - I _. _ POURED 4 ' � WILTON,_ _ N Y 128 31CONCRETE 518.691.0429 OQTING OLUMN SHOP DRAWINGS NEED TO BE VERIFIED PRIOR TO FABRTCATIQ Kris Ro l;er. 40 North RdOF COLUMNS& PRIOR TO COLUMN ORDER CONFIRMATION. Queensbury, NY 12804(3) #4 HORIZONTAL CONTINUOUS #4 VERTICAL REBAR AT 361, Warren CountyKEBAB EVENLY SPACED W/ 2F CLR 4_6, COMPACTED CRUSHED STONE BASE ALL EDGES DETAIL SHEET #4 HORIZONTAL REBAR AT 36Q.C. Project Manager JIanCNurnber WI R-0011 Drawn BY rawing Scale STONE CAP .DETAIL 71 GWD2 AS. NOTED 31114 HFIGHT COLUMN DETAIL Reviewed By arawitg Number ; - Issue Date 7/17/17 I Plan Number NuA , . .. 17-100 _ 1 r 0et J 8 0 HOLE D ILLED6n DEEP (TYP) INTO _ EACHit END F COLUMN L UMN CENTERED ^T 11101/2f 91/2 i. 5/8 HOLE DRILLED 6" EE CHASE _ 10112E( DRILLED THROUGH `s HEIGHT r k t � ami r' 6 TOP VIEW co _ t r : � ELECTRICAL RICAL CHASE DRILL L HR T OU GH ENTIRE HEIGHT HT OF COLUMN MN If 401 9 I I,11/4 4 HORIZONTAL ONTA L REB AR TIES ATM D _ _ I SPA N & T OP 3/4 0 t 1 , 1 VEST N 0 E PATIO SH TI 'F : FINISH - 0 t •, _ _ _ t _ _ _ . ,. r _ .. . _. , 5J t DEEP �___ LLED 6 5l8r � HOLE DRILLED 6 DEEP MORTAR ELECTRICAL 1f DRILLED EACH ENDOFC LU N CENTERED ; r : I THROUGH ENTIRE HEIGHT fR21/ m � � �.�... ItCONCRETE ' / t f64rPOUREDCON CONCRETE .�. I 4 0 ° � �r > _ r 6 , L 3I4 _ 6 BOTTOM IEW4-6n COMPACTED CRUSHED ;i� ��, POURED CONCRETE ELEVATION s. TE t PIER SITE _EXISTING -POUR _ ED CONCRETE FOOTING n _ OL _ UMN SHOP DRAWINGS GS NEED T O BE VERIFIED PRIOR TO FABRI T CA IQ OF COLUMNS & PRIOR TO COLUMN ORDER CO'NFIRMATI : 4 #4 VERTICAL REBAR AT 3b.r O.C. - 3: #4 HO RIZ ONTAL CON TINUOUS 4_6r COMPACTED D CRUSHEDSTONE BASE REBAR EACH WAY EQUALLY SPACED _ W/ 2" CLR FROM ALL EDGES #4 'HORIZONTAL REBAR AT 361, O.C. No. Date AFpr. Revision Notes i j INDEPENDENT PIER & FOOTING DETAIL'/ 103 3/4" HEIGHT COLUMN DET AIL Ij- d+� _ CENTER BORE TIMBER FOR w: �. • . STAINLESS STEEL NUT & WASHER , 1 9 Olt 1019 4 x 6 #1 EWP PERGOLA N 1" 0 ELECTRICAL CHASE - DRILL RAFTERS (TYP) THROUGH ENTIRE TIMBER 10" TIMBERLOK LAGS - COUNTERSUNK & PREDRILLED (TYP) . 10 x 10 #1 EWP BEAMS (TYP) EPDXY 1/2" O STAINLESS STEEL THREADED ROD INTO TOP OF COLUMN 0 /�X/ REDBUD DESIGN 10 x 10 #1 EWP BEAMS (TYP) LANDSCAPE ARCHITECTURE If-J- t_ tt 2 COMMERCE PARK DR. WILTON, NY 12831 518.691.0429 3 PER A/BEAMECTION DETAIL - A_0 Kris Roglieri 40 North Rd Queensbury, NY 12804 g2 BEAM/BEAM CONNECTION Warren County DETAIL_ DETAIL SHEET °roject Manager �iient Number R-0011 Drawn By ]rawing Scale A005 GWD2 AS NOTED. Reviewed By Drawing Number c a Issue Date 7/17/17 =Ian Number rr 17-100 A05 i - E S � L , S TONE CHIMNEY CAP FINISH w STONE CHIMNEY CAP FINISH c AI4 ,.,„_...... , a rt t, 1:4” 10 x 10 #1 E W PB EAMSYP T ..... . . E ? LA INTERIOR FIREPLACE E CONSTR U CTION M TO BE FIELD VERIFIED COMPLY WITH MASONRY STANDARDS. . _ / a CMU CONSTRUCTION .- 1 2' 1 011r 41 MANTLE CAP FINISH i _..,.M9.M CA FIRE BRICK I D is <.. &'^# LLC NISH , ,, r, 71 j »•,is m _,. ,' •,' � •'_t,C:� s.,, .s � :4M -' BLUESTUNE PATIO FINISH -,; POUREDx # MORTAR BASE , F. F , CONCRETE - _ WALL 4 POURED CONCRETE... _.... TE B ASE W .. ,,,°• _ ,.. � � 6x6 , WW „ M TYP 4 HORIZONTAL RE r BAR TIESAll T TOP AMID-HEIGHT , . f \ / a � > AND _ r. xTYP r l x > r , 4 HORIZONTAL IZONTAL CO , , . NTINUOUS � , 6 D No C MP ceRevision Notes _. � ACTED. Aa 4 _. CRUSHED t1SNEb t�' SAR AT TOP#�'M < , / aP -> - , ID HEIGHT , TYP � STONE �^.,,_ BASE ` _... EXISTING SITE FILL.. POURED - I CONCRETE----________." q : rx ----_ _ _—T __——— —__ —~ FOOTING : ie #4 VERTICAL REBAR AT 36 O.C. �-- (3) #5 HORIZONTAL CONTINUOUS 4- O ,. REBAR EVENLY SPACED W/Z"CLR COMPACTED CRUSHED STONE BASE FROM ALL EDGES #4 HORIZONTAL REBAR AT 36"O.C. FIREPLACE E VENEER FIREPLACE GRANITE VENEER ::' ,5 a w , REDBUD DESIGN LANDSCAPE ARCHITECTURE 2 COMMERCE PARK DR, WILTON, NY 12831 518.691,0429 s g Kris Roglieri 40 North Rd Queensbury, NY 12804 Warren County a FIREPLACE DETAIL a 'roject Manager :lent Number R-0011 Drawn By Drawing Scale GWD2 AS NOTED X4 uviewed By Drawing Number issue Date 7/17/17 Platt Number A 06 17100