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PLYWOOD FLOORING 2x4 BASEPLATE <br /> FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES <br /> 2'x2'xl/B'ZINC PLATED WASHER 3/4•PLYWOOD FLOORING H c <br /> 1/2•x4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z ^a <br /> 2x4 BASEPLATE ME31LE HOME TYPE 1/2' SINGLE HELIX EYE <br /> ANCHOR ATTACHED 70 BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH N <br /> WITH 1/2'x4•GALV LAG BOLT 2x4(6)PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND <br /> THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0004 <br /> ANCHOR,THEN RIM JOIST g 2. BUILDING ANCHORS INTO CONCRETE 1/2' <br /> INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT a <br /> 2'x2'xl/8'ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL o 0 <br /> GRADE - - PLATED WASHER BUILDING CODE.LOCATE ANCHORS PER <br /> A 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN w <br /> 4. ANCHORING SYSTEM TO CONCRETE SLAB PER p a ' <br /> PIER SPACING LCCAL BUILDING CODE. LOCATE ANCHORS PER o p <br /> REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN a <br /> AS ANCHOR SPACING z 1/2'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO <br /> REQUIREMENTS f 4•SINGLE HELIX g MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 3p� <br /> EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF 6. POD SPACING OTHER THAN END PADS IS <br /> ANCHORS ONLY ALONG LONG ANCHOR,THEN RIM JOIST g a <br /> L SIDE OF BUILDING.END ANCHORS CENTER TO CENTER - a <br /> WITHIN 2'OF EACH END,THEN INTO END OF FLOOR JOIST 7, 34SE OF EACH PAD TO BE 8'46'x4' SOLID <br /> CONCRETE B3CK (CEMENT AND SAND MIX) <br /> 8'MAX ANCHOR SPACING. GRADE 8. H LLOW OR SD ID CONCRETE BLOCKS MAY <br /> BE DRY-STACKED ON PADS FOR HIGH SETS <br /> 1/2'.EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING <br /> SHED WITH ATTACHED SKIDS 4•SINGLE HELIX g MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 m� E <br /> END VIEW EMBEDMENT OF 24'.LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B G m p o <br /> z ANCHORS ONLY ALONG LONG 16D MP- <br /> H.(3 SEC GUST) EXPOSURE C <br /> ^s SIDE OF BUILDING.END ANCHORS 20i17 FLORIDA BUILDING CODE 6th EDITION <br /> SCALE:N.T.S. WITHIN 2'OF EACH END,THEN 10. KAXIMUM INTERIOR SIDEWALL HEIGHT OF y Q1°'� my <br /> N B'MAXANCHOR SPACING. WILDING IS B'0' INSIDE WALL HEIGHT �N P. <br /> 1 11. NdXIMUM WIDTH OF FLOOR IS 13'10'WIDE <br /> 12. VAXIMUM LENGTH OF FLOOR IS 50' LONG y vi vie o <br /> 13. F'IER SPACING REQUIREMENTS SAME AS 5 z " <br /> PUGER ANCHOR SPACING REQUIREMENTS Ia a >o <br /> ANCHOR ATTACHMENT DETAIL tnterbLk o <br /> SCALE-N.T.S. psi z z <br /> FOUNDATION ANCHORING TIE DOWN SYSTEM CODEREWIEW <br /> 2x4 BASEPL (1)1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY P'°��^k��o'��°d�' '•"" <br /> PERMITTED naay.asi.«r <br /> 3/4 PLYWOO (1)2'x2'xl/B'ZINC PLATED WASHER ok,�do,n—dP.ueas <br /> 2x4(6)PT RIM JOIST 26 GAUGE G-i GALV Pm nEvt amen 01& <br /> 1/2'WEDGE ANCHOR WITH STEEL 1S'W 18'L <br /> 3 MIN EMBEDMENT INTO U-SHAPE➢BR.CKET <br /> ' ia4s16)A(6 <br /> 1/2'x 12'EYEBOLT ATTACHED TD EACH rusmP.u.smias ERO�8;111 <br /> SOLI➢CONCRETE SLAB STUD L FASTENED W/ UU(Cc4UPE436 <br /> THROUGH 2x4 WALLPLATE 4 (14)-0.089 1.25' a xum vlEmrc.m,m Pe BUILDERS INC.EYEBOLT ATTACHED TO ANCHOR WITH g 2x4 P7 BG--OM PLATE. pa°OC°` g"' `' STATE BY.-(D 1/2'x2'ZP BOLT,(2)2'x2'xl%8• SPACING OF ANCHORS TO RING SHANK GALV NAILS FlPF4829T9,a PE P4]011 CcA.30436ZP WASHER,(U 1/2:ZP NUT BE MAX 3'ALONG ALL x4 BASEPLATE U=4U 6 326-3266 <br /> T ..;. FOUR WALLS WITH I <br /> A-24 SIKPS13N(or EQUAL) <br /> MIN 4' .,:���i;.t+,':• B70N UPLIFT WITH 1/2'WEDGE ANCHOR WITHIN 1'OF �1l1IIlINr((�� <br /> J- ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BPSE �IVA e�% w�..•r <br /> LOCATE ANCHORS ONLY ALONG ONCRETE SL3H BY <br /> AL CODE ANCHORS WITHIN 2'OF EACH MIN 4' <br /> CONCRETE SLAB BY LONG SIBE IF BUIL➢ING,ENO T �•'J $F•'':G' <br /> OTHERS LOC OTHERS LOCAL CODE ,.• •;�� TIE DOWN DETAILS <br /> AND JURISDICTION END,THEN 3'MAX SPACING 1. AND JURISDICTION =*• NP I. •*= <br /> APPLY APPLY <br /> SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR ?p0..,l aI� <br /> ANCH❑RED TO END VIEW CONCRETE ANCHOR END VIEW TO CRETEDO <br /> -AS N NOOTETE B Dr B <br /> AS D <br /> SCALE-N.T.S. SCALE-N.T.S <br /> PSI APPROVAL 201 B-01-1 G .. - <br />