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HomeMy WebLinkAbout0253.95.21(2)3/16"A" STRAFIS EMEDED INTO EMBED 4 JOIST OR TRUSSES W1 4 W1 (2)1/2"DIA BOLTS fro GYP 150 CEILIWI — W D _■.■.�.. ...■.■■. 2x4 STUD AT M pr STEEL ANGLE IN �.� 5RICK VIE - INS OPTIONAL NOT C4 DAMPER Isol EL ANGLE - m T -ION & PLAN• W. r NA Q 777i x J Y 12"xW' CLAY FLUE — MORTAR SEALANT ? p LINER (INSIDE DIM) BRICK VENEER s a cv L BRICK VENEER GONG. BLOCK — CLAY FLUE LINER AT 12 "O.C. EA. �. MORTAR RAISED MORTAR (TAPERED • _ FLASHING ROWLOCK COURSE ROWLOCK COURSE f FNDTN WALL k ROOF DECK SOLDIER COURSE Y WOOD TRU55E5 M 4 ROWLOCK COURSE 4 O 1/4" TIES AT 24" O.C., VERT. SOLDIER COURSE 2" MIN CLEARANCE FLASHING (2)3/16"A" STRAFIS EMEDED INTO EMBED 4 JOIST OR TRUSSES W1 4 W1 (2)1/2"DIA BOLTS fro GYP 150 CEILIWI — W D _■.■.�.. ...■.■■. 2x4 STUD AT M pr STEEL ANGLE IN �.� 5RICK VIE - INS OPTIONAL NOT C4 DAMPER Isol EL ANGLE f d ° • e • a 01, SECTION SCALE. ..: 3/4" 0 N U [ � i 4 C S I GENERAL NOTES; 1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED THE CHIMNEY. r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF 2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE WCA1ED.i2" (MIN) BELOW FINISH GRADE. 3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12" EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE WALL AT THE SECOND STORY OF A TWO STORY DWELLING. MAXIMUM CORBEL PER COURSE IS 1 ". FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU FLOOR, CEILING AR ROOF COMPONENTS. 5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION POINT. 6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS 4" NOM. THICKNESS. 7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING SOFTENING OR CRACKING AT 1800'F). 8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE MATERIALS. 9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE. CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL. 10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS EXTENDED EACH BEARING END 4" MIN INTO MASONRY SUPPORT WALL. 11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8" THICK. 12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _ AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. nrG � I SIDE ELEVATION SCALE: "h I/4" TIES AT } 4 2 TIES AtE IN vERt REB (BEYOND) LINE OF FIRE AND CNIMNE' BEYOND 111141 lit 5 "x8" VENT U; SEALANT AR FOUNDATION WALL Lu A dELEVA F T -ION & PLAN• W. e NA Q TvR x J 5 "x8" VENT W/ SCREEN W/ _ SEALANT ? AROUND `A s a cv -�- 04 REINF BARS AT 12 "O.C. EA. �. WAY RAISED • _ 10" POURED CONC — FNDTN WALL k x M 4 CID N 4 O f d ° • e • a 01, SECTION SCALE. ..: 3/4" 0 N U [ � i 4 C S I GENERAL NOTES; 1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED THE CHIMNEY. r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF 2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE WCA1ED.i2" (MIN) BELOW FINISH GRADE. 3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12" EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE WALL AT THE SECOND STORY OF A TWO STORY DWELLING. MAXIMUM CORBEL PER COURSE IS 1 ". FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU FLOOR, CEILING AR ROOF COMPONENTS. 5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION POINT. 6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS 4" NOM. THICKNESS. 7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING SOFTENING OR CRACKING AT 1800'F). 8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE MATERIALS. 9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE. CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL. 10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS EXTENDED EACH BEARING END 4" MIN INTO MASONRY SUPPORT WALL. 11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8" THICK. 12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _ AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. nrG � I SIDE ELEVATION SCALE: "h I/4" TIES AT } 4 2 TIES AtE IN vERt REB (BEYOND) LINE OF FIRE AND CNIMNE' BEYOND 111141 lit 5 "x8" VENT U; SEALANT AR FOUNDATION WALL Lu A dELEVA T -ION & PLAN• W. 1111� Q TvR J �.' RAISED • _ PER DIVII. f d ° • e • a 01, SECTION SCALE. ..: 3/4" 0 N U [ � i 4 C S I GENERAL NOTES; 1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED THE CHIMNEY. r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF 2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE WCA1ED.i2" (MIN) BELOW FINISH GRADE. 3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12" EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE WALL AT THE SECOND STORY OF A TWO STORY DWELLING. MAXIMUM CORBEL PER COURSE IS 1 ". FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU FLOOR, CEILING AR ROOF COMPONENTS. 5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION POINT. 6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS 4" NOM. THICKNESS. 7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING SOFTENING OR CRACKING AT 1800'F). 8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE MATERIALS. 9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE. CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL. 10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS EXTENDED EACH BEARING END 4" MIN INTO MASONRY SUPPORT WALL. 11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8" THICK. 12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _ AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. nrG � I SIDE ELEVATION SCALE: "h I/4" TIES AT } 4 2 TIES AtE IN vERt REB (BEYOND) LINE OF FIRE AND CNIMNE' BEYOND 111141 lit 5 "x8" VENT U; SEALANT AR FOUNDATION WALL Lu A dELEVA 1,... T -ION & PLAN• 1111� Q TvR J 1,... o U t T -ION & PLAN• 1111� Q TvR o U t 314" 314" I�_m" 4= ; SCALE: � • a T -ION & PLAN• Q TvR 314" 314" I�_m" 4= ; SCALE: � • a