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r <br /> • <br /> 2 F MN. <br /> ©BOW BEAM <br /> Ijk <br /> MORTARCAPIll eMAso - CAP BRICK BLOCK <br /> EFFECTIVE <br /> ' iNCE <br /> I iFUErivE TUFT MINaM•NO BEAM j FLASHINO IN I0ANM.£ I VAOTH OF FIRLACE <br /> OPENING <br /> RNVEW <br /> FLUE LI G I• <br /> I' MORTAR CAP <br /> I r i i ©BOND BEAM <br /> ©BONG BEAM Idi <br /> I' 2FT MIN. 'lir pj REIT O ON©ANCNDRAGE REINFORCING nE8 <br /> I ,lir FT <br /> MN NCE® i I, FootingTo Be <br /> O�NFZO�RCTIIhAG nE6 ; j WALL <br /> ]HM I + O REEIFOFiCINIG 11 <br /> FLA9IIW I I 42 Deep Frost <br /> ANCFgR STRAP <br /> ezud irESS 1 ►' 0 0.� �►•� .j--� Footing Extending <br /> F'ARGE'M7H DETNL WITH <br /> MORTARS IN MIN. E, = /\' MATERIAL <br /> BATS EA^AGe6/4 I I 6" Past Perimeter <br /> © R '1 ,`t '4 . FLUE UNER <br /> 1; ti Of Fireplace <br /> 'lT IN MIN , Tr1ERMAL ` 1 CLEARANCE® A' I 81N MN. <br /> DISTANCE TI <br /> ©VEATCAL IN.MN P E`{S,IINN`1t <br /> PEINFORGNG I,II 1', MORTART I / 0REIIFOR TNG TIES <br /> JJ BIN MIN ��, ' <br /> r <br /> .. /„,. MEASURE ME/GNT AIN MIN I/I,10 i v1IN.MIN <br /> HFEBDX WALL t',4 LIN= CF FREE STANDING 1`i <br /> / 4 I THICK MASONRY UNITS <br /> ©THICKNESS Q FIREPLACE FROM4HTOP OF FOOTING 'y} '�MINTIIEBRICKlCI ON HEOF()Kw, <br /> FIREPLACE O I 4'r72'7474;” <br /> LINTEL <br /> 0 THICRXESsraIli ____ I HEARTH <br /> D(IXNSCN Q11 FIREBOX WAC. <br /> EMI I Q TFBCKNES4 <br /> yV�) FOO WIDTH <br /> -.� HEARTH - —t'_I O NrAROUND <br /> ASH CUMP OPT:• Al. REMF••• ENT 4:11.1IN. i FREE STANDING <br /> CLEAN OUT \\%// FIREPLACE <br /> ^� FOOTING WI.I H 7 FOOTING OEPTH GRACE <br /> OFOOi1NG OTH� —' O <br /> 0 FSAPSOOT INCONGRETE <br /> FOOTING HEARTH 201N.MN. <br /> SRCN FIFESDX AND CHIMNEY— BA CA(FIREBOX AND BLOCK CHIMNEY— <br /> SECTIONAL SIDE NEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB <br /> For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. <br /> FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <br /> R1001.2 Footings and foundations. <br /> Footings for masonry fireplaces and their chimneys shall be constructed of concrete or solid masonry at <br /> least 12 inches (305 mm)thick and shall extend at least 6 inches (152 mm) beyond the face of the fireplace <br /> or foundation wall on all sides. Footings shall be founded on natural, undisturbed earth or engineered fill <br /> below frost depth. In areas not subjected to freezing, footings shall be at least 12 inches (305 mm) below <br /> finished grade. <br /> R1001.2.1 Ash dump cleanout. <br /> Cleanout openings located within foundation walls below fireboxes, when provided, shall be equipped with <br /> ferrous metal or masonry doors and frames constructed to remain tightly closed except when in use. <br /> Cleanouts shall be accessible and located so that ash removal will not create a hazard to combustible <br /> materials. <br /> R1001.3 Seismic reinforcing. <br /> Masonry or concrete chimneys in Seismic Design Category D0, D1 or D2 shall be reinforced. Reinforcing <br /> shall conform to the requirements set forth in Table R1001.1 and Section R609, Grouted Masonry. <br /> R1001.3.1 Vertical reinforcing. BACK TO TOP <br />