19-21510 - Laserfiche WebLink

Browse Search

PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'xl/B'ZINC PLATED WASHER uT r, 3/4'PLYWOOD FLOORING 1/2'X4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z n N 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHOR ATTACHED TO BUILDING NCHORS BY HOME PRIDE OR EQUAL WITH xoiN WITH I/2'x4•GALV LAG BOLT 2xa(6)PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND w THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0004 ANCHOR,THEN RIM JOIST 6 2.BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT J 2'z2'x1ED•ZINC— 3.ANCHORING SYSTEM TO GROUND PER LOCAL 3 0 GRADE - PLATED WASHER n¢ p BUILDING CODE. LOCATE ANCHORS PER o 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN 4.ANCHORING SYSTEM TO CONCRETE SLAB PER a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER p o 0 REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN AS ANCHOR SPACING ? 1/2'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO.BUILDING 5. END PAD SPACING IS END OF BUILDING TO ¢ REQUIREMENTS z 4'SINGLE HELIX 6 MIN. WITH I/2'x4'GALV LAG BOLT CENTER OF END PAD 3 O EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF O ANCHORS ONLY ALONG LONG 6. PAD SPACING OTHER THAN END PADS IS ANCHOR,THEN RIM JOIST 4 SIDE OF BUILDING.END ANCHORS INTO END OF FLOOR JOIST CENTER TO CENTER as WITHIN 2'OF EACH END,THEN 7.BASE OF EACH PAD TO BE B'xl6'x4' SOLID B'MAX ANCHOR SPACING. GRADE CONCRETE BLOCK (CEMENT AND SAND MIX) 8.H7LLOV OR SOLID CONCRETE BLOCKS MAY _ BE DRY-STACKED ON PADS FOR HIGH SETS t SHED WITH ATTACHED SKIDS 1/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING > 4•SINGLE HELIX 6 MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E EMBEDMENT OF 24•,LOCATE RISK CATEGORY I BUILDING EXPOSURE B END VIEW i ANLHDRS ONLY ALONG LONG 160 M.PJ-L (3 SEC GUST) EXPOSURE C Z Nvm 's SIDE OF BUILDING.END ANCHORS 20717 FLORIDA BUILDING CODE 6th EDITION `� SCALE-N.T.S. o WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF y p`�M 8'MAX ANCHOR SPACING. BUILDING IS B'0' INSIDE WALL HEIGHT 11. MAXIMUM WIDTH OF FLOOR IS 13'IO'WIDE I^p o 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG o 13. PIER SPACING REQUIREMENTS SAME AS POGER ANCHOR SPACING REQUIREMENTS ANCHOR ATTACHMENT DETAIL z �J utL(vteK,si, SCALE.N.TS. i Cam' C moo FOUNDATION ANCHORING TIE DOWN SYSTEM ODE➢rvlelr (oi o a3 2x4 BASEPL (D 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4'PLYWOO (1)2'x2'zl/B'ZINC PLATED WASHER PERMITTED 17asst.am..e 26 GAUGE G-SD GALV ormwo,ela.,eo 3lass 2x4(6)PT RIM JOIST STEEL 1.5'V IB'L P,+m pAWawm Rldi.N ou, 1pµ"ti' 1/2'WEDGE ANCHOR WITH U-SHAPE➢BRACKET xt A514)640 1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHED TO EACH R15MP45,SMIJ6 �""� SOLID CONCRETE SLAB STUD 6 FASTENED v/ Lsuac�uotats ~ THROUGH 2x4 VALLPLATE ROBIN BUILDERS INC. EYE HOL7 ATTACHED TO ANCHOR WITH (14>-0.089 1.25' Dep.mment Manager.V4ArL M. lPE 4 2x4 PT BG-TOM PLATE. RING SHANK xEALV NAILS aeF4PgsTP,IAeEPdTov 55U2xS.pSTATE 5Y "CD 1/2'x2'ZP BOLT,C2)2'x2'xl/e' SPACING OF ANCHORS TO usucrc Aum4Ta �'9f 2)5526-3266SB ZP WASHER,(])1/2'ZP NUT HE MAX 3'ALONG ALL 2x4 BASEPLATE T %%t: ':.Fi.r y"-•'k= A-24 SIMPSON(or EQUAL) FOUR WALLS WITH 1 MIN-4' .,'t,(6.,,.�;.�j�;•:� 870#UPLIFT WITH 1/2'WEDGE ANCHOR WITHIN 1'OF ANCHOR MIN 3'EMBEDMENT. EACH CORNER. ``tl•(M�E 1V/be LOCATE ANCHORS ONLY ALONG 2'x4'P.T.DAZE . CONCRETE SLAB BY —CONCRETE SLAB BY ``�: OTHERS LOCAL CODE LONG SIDE OF BUILDING,ENO T ....+, ,: OTHERS LOCAL CODEW �•••'�' AND JURIS➢ICTION ANCHORS WITHIN 2'OF EACH MIN 4' — AND JURISDICTION APPLY END,THEN 3'MA%SPAC7NG L APPLY = TIE DOWN DETAILS tT: No.5343a SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR e/Y2120fa �O••.• was of ANCHORED TO CONCRETE ANCHORED TO CONCRETE o/ DOWN17 " END VIEW END VIEW z B o7 B SCALE-N.T.S. SCALE-N.T.S NOTED P51 APPROVAL 201 B-01-15