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PLYWODD FLDORING 2x4 BASEPLATE FLOOR JOIST 2x4C6) PT RIM JOIST FLOOR JOIST G E N E R A L N❑T E S 2'x2'xl/8' ZINC PLATED WASHER 3/4' PLYW�OD FLOORING • ii2•xa' GALV LAG B�LT 1, BUILDING ANCHORS INTO EARTH SHALL BE 2x4 BASEPI.ATE M�BILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHOR ATTACHED T❑ BUILDING ANCH❑RS BY H�ME PRIDE ❑R EQUAL WITH WITH 1/2'x4' GALV LAG BOLT 2x4C6) PT RIM JOIST MINIMUM EMBEDMENT ❑F 24' AND THRouGH WASHER, THEN EYE �F AVERAGE HOLDING POWER ❑F 4,000# ANCHOR, 7HEN RIM J�IST & 2, BUILDING ANCHORS INT❑ CONCRETE 1/2' INT� END �F FLOOR JOIST 2•x2'xl/e' ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT GRADE O PLATED WASHER 3, ANCH❑RING SYSTEM T❑ GROUND PER LOCAL o BUILDING CODE. L❑CATE ANCH❑RS PER 1/2'X4' GALV LAG B�LT SPACING REQUIREMENTS SHOWN WITHIN 4. ANCHORING SYSTEM T❑ C�NCRETE SLAB PER PIER SPACING L�CAL BUILDING CODE, L❑CATE ANCHORS PER REQUIREMENTS SAME z 1/2' EYE AUGER ANCHOR WITH SPACING REQUIREMENTS SH�W N WITHIN REDUIREMENTS ACING � 4' SINGLE HELIX & MIN, ANCHOR ATTACHED TO BUILDING 5, END PAD SPACING IS END �F BUILDING T❑ EMBEDMENT ❑F 24', LOCATE WITH 1/2'x4' GALV LAG BOLT CENTER ❑F END PAD ANCHORS ❑NLY ALONG LONG THR�UGH WASHER, THEN EYE ❑F 6. PAD SPACING OTHER THAN END PADS IS N SIDE ❑F BUILDING, END ANCHORS ANCHOR, THEN RIM JOIST & CENTER T❑ CENTER � INTO END ❑F FLD�R JOIST WITHIN 2' ❑F' EACH END, THEN 7, BASE ❑F EACH PAD T❑ BE 8'x16'x4' S�LID 8' MAX ANCHOR SPACING. CONCRETE BLOCK CCEMENT AND SAND MIX> GRADE 8, HOLLOW ❑R S�LID CONCRETE BLOCKS MAY �� BE DRY-STACKED ❑N PADS F�R HIGH SETS S H E� �A T T A C H E D S K I D S 1/2' EYE AUGER ANCH�R WITH UP TO 48' WITHOUT REINF❑RCING � V I E W 4' SINGLE HELIX � MIN. 9. ANCH�R SPACING IS BASED ❑N ASCE 7-10 � �� '�O z EMBEDMENT OF 24'. LOCATE RISK CATEGORY 1 BUILDING EXP�SURE B ` ANCHORS ONLY ALONG LONG 160 M,P.H. C3 SEC GUST) 2010 FL�RIDA -� �(l / f SIDE ❑F BUILDING. END ANCHORS BUILDING CODE ' � ��C�� S '�r � WITHIN 2' ❑F EACH END, THEN ^ 10, MAXIMUM INTERIOR SIDEWALL HEIGHT ❑F �� cu e' MAX ANCH�R SPACING. BUILDING IS 8'0' INSDIE WALL HEIGHT c �9 �� t" � 11, MAXIMUM WIDTH ❑F FLOOR IS 13'10' WIDE � � ��9 ,� � � 12. MAXIMUM LENGTH ❑F FLO�R IS 50' LONG � �� N � 13, PIER SPACING REQUIREMENTS SAME AS � �q � � �� AUGER ANCHOR SPACING REQUIREMENTS c `��'o��'.� y�� ANCHOR ATTACHMENT DETAIL � �� $ '��: SCALE� N,T,S, c �� 2x4 BASEPL Cl,�/2' ZINC P�AT D f� d� 3/4' PLYWOOD C1)'�x2'xl/8' ZINC PLATED WASHER 26 GAUGE G-90 GALV 2x4��PT RIM JOIST 1/2' WEDGE ANCH�R WITH STEEL 1,5'W x 18'L N' U—SHAPED BRACKET 1/2' 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED T❑ EACH SOLID CONCRETE SLAB STUD & FASTENED W/ THROUGH 2x4 WALLPLATE EYE BOLT ATTACHED TO ANCHOR WITH (14>— 0.089 x 1,25' Cl) 1/2'x2' ZP B�LT, (2) 2'x2'xl/8' & 2x4 PT B�TTOM PLATE, RING SHANK GALV NAILS �11111► ZP WASHER, (1) 1/2' ZP NUT SPACING ❑F ANCH�RS T❑ �� /�� I T r,.;.... u.'•.�,°�•�`.:.; FOURAWALLSLWITHAI L 2x4 BASEPLATE `��(r��.�,��ii�i MIN 4' `''.° :%•'•�' A-24 SIMPSON Cor EQUAL) � � •• '• � - �• • ''>'�''��;�:'r ANCHOR WITHIN 1' ❑F .� ' GENB''•., �� 870q UPLIFT WITH 1/2' WEDGE ��' J l� � :�•.;�":r::;-.•.; ..t�'- . -g� ANCHOR MIN 3' EMBEDMENT. EACH C�RNER. 2'x4' P.T. HASE ��'. .�'•,�� CONCRETE SLAB BY LOCATE ANCHORS ONLY AL�NG � No.53439 LONG SIDE �F BUILDING, END T � • � CONCRETE SLAB BY =�7; :'i=7= OTHERS LOCAL CODE ANCHORS WITHIN 2' ❑F EACH MIN 4' V �' ' ❑THERS L�CAL CODE _ : �"C � — AND JURISDICTION `•-�''�*,�' : — APPLY END, THEN 3' MAX SPACING � ' AND JURISDICTI�N 8�49�43 APPLY �� =�` � �'•. 37ATE OF ' SHED WITH ATTACHED SKIDS �� '�� AN H SHED WITH❑UT FL❑OR '��,,;on��,,.��J C ORED T❑ C❑NCRETE ANCH❑RED T❑ C❑NCRETE END VIEW END VIEW ` SCALE� N.T.S, SCALE� N.T.S. a------�_