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ARMFUL
AUSED
THE BEST RESULTS IN TRUSS FABRICATION ARE OBTAINECARE D WITHE%ERCTSEDT�NLHAINDLINGJIQTTHEITRUSS ORHLARGER CONNECTORCPLATES
BY HANDLING, LACKING
SHOULD BE SUBSTITUTED. J,D.ADAMS CO BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES PERSONS USING TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT BRACING ALL JOINTS MUST
BE ACCURATELY CUT AND FIT DIMENSIONS MUST BE VERIFIED ALL PLATES CENTERED UNLESS SHOWN OTHERWISE PLATES ARE
MINIMUM BASED ON STRESSES FABRICATOR MAY FIND FROM EXPERIENCE THAT SOME JOINTS MIGHT REQUIRE LARGER PLATES FOR
HANDLING ALL CONTINUOUS BRACING UN WEBS AND CHORDS TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT
(ALL BRACING TO BE SUPPLIED BY OTHERS ) ALL WEBS 2X4 UNLESS OTHERWISE SPECIFIED
” MULTISPIKE "(BY J.D. ADAMS CO.) SHALL BE MADE OF 20 WE STEEL AND _PRESSED -INTO-80TH-FACES-OF-JOINTS..------------
-»~-»- -«NOTE~-PLATES-WITH-11611 AFTER^SIZEr--SPLICE-PLATEi "H°AFTER SIZE - 16 Ge PLATE
p TOTAL SQUARE INCHES DOES NOT INCLUDE PLATES REOUIRED•TO SPLICE A TRUSS I TRUSS LOADING
MULTIPLY SPAN BY FACTORS BELOW FOR STRESSES1 �� 2_q ��`�, I:L• Ib 00 PSI'
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FOR A MINIMUM BEARING GREATER THAN 3 1/.�" BUT NOT EXCEEDING 7" I X INCAVASE FOR STL-15
ADD ONE BEARING BLOCK 1 l Q AT=
REQUIRED NAILS ON BEARING BLOCK -(MIN 8110 -3 5)X 6 14 PAGE IIA
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