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<br />STRUCTURES WITH WOOD & ALUMINUM <br />FRAMING COMPONENTS <br /> <br />SECTION 4 <br /> <br />2000 SPECIFICATIONS <br /> <br />1. GARAGES, SHEDS, & ROOMS BUILT UNDER SECTION 4 SPECIFICATIONS SHALL BE LIMITED TO <br />RESIDENTIAL ADDITION WITH 24'-0" ROOF SPAN AND 800 SQ. FT. MAXIMUM AREA WITH ALUMINUM <br />ROOF. <br />2. HABITABLE ROOMS SHALL COMPLY WITH ALL PROVISIONS OF THE STANDARD BUILDING CODE <br />AND SPECIFICALLY: <br />A. ROOFS SHALL HAVE A MINIMUM INSULATION VALUE OF R-19 AND WALLS R-11. THE HOST <br />STRUCTURE WITH THE PLANNED ADDITION SHALL BE IN COMPLIANCE WITH ENERGY <br />CODE REQUIREMENTS. <br />B. SLEEPING ROOMS SHALL MEET EGRESS REQUIREMENTS OF SBC AND LIFE SAFETY CODE <br />AND SHALL NOT RESTRICT EGRESS FROM A SLEEPING ROOM IN THE HOST STRUCTURE. <br />3. STAIRS SHALL HAVE n~EADS OF A MINIMUM OF 10"INCLUDING NOSING. RISERS SHALL BE <br />7 3/4" OR LESS AND THE SUM OF TWO RISERS AND ONE TREAD SHALL BE NOT lESS THAN 24" <br />AND NOT MORE lHAN 25". STAms WITH MORE THAN FOUR RISERS SHALL HAVE A <br />HANDRAILMEETlNG SBC REQUIREMENTS. <br />4. HANDRAILS SHALL BE BETWEEN 36" & 38" ABOVE THE LEADING EDGE OF THE TREAD. <br /> <br />5. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH <br />STANDARD BUILDING CODE 1999 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. <br /> <br />...---' <br />CONNECTION FASTENER I NUMBER/SPACING <br />SHEATHING LESS THAN 15/32" 80 COMMON 6" O.C. EDGES <br /> 12" O.C. FIELD <br />DOUBLE TOP PLATES 160 COMMON 16" O.C. <br />"'- <br />TOP OR SOLE PLATE TO STUD: <br />A. END NAIL 160 COMMON 2 <br />B. TOE NAIL 80 COMMON 4 <br /> <br />6. OVER HEAD GARAGE DOORS SHALL NOT BE SUPPORTED BY A ROOF SUPPORT BEAM. THE <br />DOOR RAIL BEAM SHALL BE A 2" x 6" x 0.050" x 0.120" UP TO 24'-0" SPAN FOR GARAGE DOORS <br />AND RAil SYSTEMS NOT EXCEEDING 150#. DOOR OPENERS SHALL HAVE A SEPARATE SUPPORT <br />2" x 6" x 0.050" x 0.120" UP TO 24'-0" SPAN AND DOOR OPENER UNIT NOT EXCEEDING 51#. <br /> <br />7. rr~AMING ON 'IIIF DOOR WALL SI tALL RE SIIEA1HED ON BOlli SlOES WITH 1/2" COX OR 7/16" OSS <br />WilEN TI IE SECTION OF WALL IS lESS THAN 3'..0" FROM DOOR TO CORNER. A FUll SHEET <br />SHALL BE CUT TO LAP ONTO THE DOOR HEADER ON EACH SIDE OF THE DOOR. DOOR <br />SEGMENTS SHALL NOT BE LESS THAN 1'-0" IN LENGTH ON THE SIDES AND 2'-0" IF A CENTER <br />COLUMN IS USED. <br />8. DOUBLE TOP PLATES SHALL BE USED ON ANY WALL PROJECTION OR LENGTH GREATER THAN <br />16'. <br /> <br />( <br />'- <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.fl556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PAR r WIHV1UT THE WRlnEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. <br /> <br />4-15 <br />