Laserfiche WebLink
� <br /> ` <br /> . . <br /> ` <br /> It <br /> GENERAL NOTES <br /> FLOM <br /> 1/2'X4'GALV LAG BOLT 1, BUILDING ANCHORS INTO EARTH SHALL BE <br /> Ex4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE <br /> ANCHURS BY HOME PRIDE OR EQUAL WITH <br /> ANCHOR ATTACHED TO, UILDING MINIMUM EMBEDMENT OF 24* AND <br /> V DOING <br /> WITH 1/2.4'GAL LAG B 3LT 2x4(6)PT RIM JOIST <br /> THIROUGH WASHER.THEN EYE OF AVERAGE HOLDING POWER OF 4,000# <br /> ANCHOR,THEN RIM JOIST L 2,BUILDING ANCHORS INTO CONCRETE 112' <br /> INTO END 13F FLOOR JOIST Z'2'xi/8'ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT <br /> 31 ANCHORING SYSTEM TO GROUND PER LOCAL <br /> GRADE PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER <br /> 1/2'X4'EALV LAG BELT SPACING REQUIREMENTS SHOWN WITHIN <br /> 4,ANCHORING SYSTEM TO CONCRETE SLAB PER <br /> PIER S ACING LOCAL BUILDING CODE. LOCATE ANCHORS PER <br /> REQUIRE SPACING REQUIREMENTS SHOWN WITHIN <br /> EMENTS SAME <br /> AS I/LV EYE:AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5.END PAD SPACING IS END [IF BUILDING TO <br /> REAMNACING 4'SINGLE HELIX L MR WITH 1/2'.4'GALV LAG BMT CENTER OF END PAD <br /> EMBEDMENT OF 24�.LOCATE THROUGH WASHER THEN EYE OF 6. PRO SPACING OTHER THAN END FADS IS T <br /> ANCHOR,THEN KiA J131ST L CENTER TO CENTER <br /> SIDCFJF'WDIMUMCHNS INTO END OF FLUOR JOIST 7.33ASE OF EACH PAD TO BE frxl6'x4' StIf I a �c <br /> THIN V OF EACH END,THEN <br /> W 6�MAX ANCHOR SPACING. fUNCRETE BL43CK(CEMENT AND SAND MIX) <br /> MADE 8, HMLOW OR SOLID CUNCRETE BLOCKS'MAY <br /> BE DRY-STIACKED ON PADS FOR HIGR SETS <br /> UP TO 48' WITHOUT REINFORCING <br /> SHED WITH ATTACHED SKIDS L,2*EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 E <br /> ��Le RISK CATEGORY I BUILDING EXPOSURE B <br /> END VIEW Y 24' LOCATE <br /> ALONG LONG 160 M.PR<3 SEC GUST)EXPOSURE C <br /> SIDE Or BUILDING,END ANCHORS 2GI7 FLORIDA=LIDING CODE 6th EDITION <br /> SCALV UT.S. WITHIN Z'OF EACH END,THEN <br /> MAX ANCHOR SRACING. BUILDING IS 8'0'INSIDE WALL HEIGHT 0. WE <br /> It MAXIMUM WIDTH OF FLUOR IS 13'10' WIDE <br /> 12.MAXIMUM LENGTH OF FLUOR IS 50'L13NG <br /> L 13.PIER SPACING REQUIREMENTS SAKE AS <br /> AUGER ANCHOR SPACING REQUIR17MENTS <br /> ANCHOR ATTACHMENT DETAIL <br /> FOUNDATION ANCHORING TIE DOWN SYSTEM <br /> 2xA SE (1)1/2'2INC PLATED NUT TO BE SITE DESIGNED AND LOCALLY <br /> PERMITTED <br /> 3/4' 2*.Z4/8*ZINC PLATED WASHER <br /> �2x4(6>PT RIM JOIST 1/2'WEDGE ANCHOR WITH aam-alu-CX0 <br /> SMID CONCRETE SLAB <br /> EYE BOLT ATTA04D To ANCHOR WITH C10-8.089.Law <br /> cl)1/2'xL-ZP MILT,C2)2'.e-I1W SLPZ4 PT BOTTOM PLATF_ RING SHANK rALV NAILS S. <br /> ANCHOR MR 3-EMBEDMENT. C"N I'OF e.41 PT BASE <br /> CONCRETE SLAB BY QTMm SLA By <br /> LUCAL <br /> OTHER LOCAL CODE ANCHORS WITHIN Z OF EACH MIN <br /> AND JURISDICTION END,THEN 3'MAX SPACING AND I "Tit DOWN DETAILS <br /> APPLY APPLY N-,s3Q9 <br /> SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 10C. av=OF <br /> ANCHORED TO CONCRETE ANCHORED TO CONCRETE <br /> 0/17 <br /> END VIEW END VIEW <br /> ht <br /> SCALE RTS. <br /> PSI APPROVAL <br /> -- ' <br /> ` <br />