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~0V-17"94 THU i4:38 FLEETNOOD OR ~48 FaX NO, 15038812327 <br /> <br /> MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING <br />14 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS <br /> <br /> - , <br /> ,, , , , , <br /> <br />'/~~.~¥~%. ~- ~ ...... ~__ ~-- ;__.__-~.-.-- ~.~ <br /> <br /> , ' ' '~ m MAIN BEA~ FOOTINGS <br /> ,' c- ,' ~4¢" ~ PERIMETER FOOTINGS <br /> <br /> PERIMETER FOOTING CONFIGURATION <br /> AND SPACING <br /> PROCEDURE; <br /> <br /> 1. DETERMINE ~HE DESIGN ROOF LiVE LOAD OF <br /> THE HOME. <br /> 2. DETERMINE THE SOIL BEARING CAPACITY. <br /> 3, FOLLOWING ~HAT ~NE ACROSS THE TABLE <br /> DETERMINES TYPE OF FOOTING CONFIGURATION <br /> AND SPACING. <br /> <br /> 4. FOOTING PLACEMENT TO START AT NO MORE <br /> THAN ON~ FOOT (1'-0" TO EDGE OF PIER) FROM <br /> EACH CORNER OF THE NOME, <br /> <br /> PERIMETER FOOTING · <br /> CONFIGURATION AND SPACING <br /> <br /> - C~c, crgt ~ ¢~n;r*[* 2x 12x24" u_ <br /> ~ Pad ~a~ Wood ~ad <br /> <br />looo SINGLE D~BLE SINGLE 6'.o' <br /> <br />100o D~BLE TRIP~ D~BLE <br /> <br />I~ ~INOLE ~USLE eINGLE <br /> <br />~00 SINGLE ~BLE SINGL~ <br /> <br />l~0q D~BLE TRIPLE D~BLE <br /> <br />~00 81~L~ D~BLE S~NGLE <br /> <br />10~0 D~BLE ~A O~BLE <br /> <br />~00O SINGLE O~E SINGLE <br /> <br /> TIEDOWN STRAP SPACING <br />PROCEDURE: <br /> 1, OVER THE LENGTH OF TIlE HOME, FIND TIlE <br /> FURTHEST D1STANCE THE BOTTOM OF THE MAIN Hel0h~ Irom <br /> BEAM IS FROM THE GROUND. ground ~o <br /> 2. MEASURE THAT DISTANCE AND LOCATE THAT ~am (Inche~), <br /> HEIGHT IN THE TABLE. <br /> 3. FOLLOWING THAT LINE ACROSS TO THE 12" to 18" <br /> APPROPRIATE WIND ZONE DETERMINES THE 19" to 36" <br /> STRAP SPACING. 37" to 48" <br /> 4. THE INITIAl., STRAP LOCATION FROM FRONT OR 49' ta 80' <br /> <br />These tab es determino the footing pad epa0ir)g and footing <br />configuration along the maiB beams and perimeter o( the <br />~ection(s), <br />Refer to pegs 15 for (Doting pad configur,~tion details, <br />Review the tables that indicate the fooflng type you are going <br />to use for main beams and perimeter piers. <br /> <br />Main beam footing apacing tables acceptable for roof live <br />toad 40 psf m~imum. <br /> <br />MAIN BEAM FOOTING CONFIGURATION <br />AND SPACING <br /> <br />PROCEDURE: <br /> 1. DETERMINE THE,SOIL BEARING CAPACITY. <br /> <br /> 2, FOLLOWING THAT LINE ACROSS THE TABLE, AND <br /> BASED ON THE MAIN BEAM SIZE DETERMINE THE <br /> FOOTING CONFIGURATION AND SPACING, <br /> 3. FOOTING PLACEMENT TO START AT NO MORE <br /> THAN ONE FOOT (1'~0" TO EDGE OF PIER) FROM <br /> THE ENDS OF BOTH MAIN BEAMS. <br /> <br />16" X 4I' CONCRETE FOOTINGS <br />"~bl. P~d F'~odn¢ T~le P~d F~I)nQ Two Ob[ P~d F[ng. <br /> <br />16" X 16" X 4" CONCRETE FOOTINGS <br /> <br />MAXIMUM TIEDOWN STRAP SPACING <br /> --- WIND 70NI¢ I Ola~lonalStrep <br /> VF J Angle <br /> i ii ill MI.. Max. <br /> <br /> 10'-6" 6'-6" ~ ~" <br /> <br /> 6'-6'_s'-o". ..... ~?'... I 4~ <br /> <br /> <br />