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ENGINEER'S NOTES: - <br />BASIC WIND VELOCITY:130 MPH, 3 SEC GUST <br />IMPORTANCE FACTOR: 0.77 ; BLDG CAT =1 <br />EXPOSURE CATAGORY: B <br />INTERNAL PRESSURE COEFFICIENT =0.0 <br />JOIST 'W' GIRDER 'S' <br />DBL PT 2X6 8' MAX <br />DBL PT 2X8 10' MAX <br />PT 2x6 I 9' MAX <br />PT 2x8 12' MAX <br />PT 2 "X_" FLOOR JOISTS 016" O.C. FASTENED TO DOUBLE <br />PT 2 "x -" GIRDERS WITH SIMPSON H5 OR EQUIVALENT <br />DBL 2X6 GIRDER <br />MAY BE USED FOR ADDITIONS TO MOBILE HOMES <br />MODULAR & PARK MODEL HOMES AS WELL AS <br />SITE BUILT BLOCK OR FRAME HOMES <br />ALUM TERMITE <br />SHIELD <br />CONCRETE BLOCKS <br />DBL 2X6 PERIMETER JOIST <br />GRADE <br />PT 4x4 MIN. POST W/ <br />1 #5 REBAR MOUNTED <br />18" <br />CROSSWISE THRU POST <br />:; <br />EMBEDDED IN CONCRETE <br />1 <br />PIER FOOTING <br />12 <br />2500 PSI CONCRETE MIN <br />18" DIA APPROX x 2' DP <br />APPROX <br />CONCRETE PIER FOOTER <br />3000# UPLIFT <br />ALTERNATIVE POST CONNECTION <br />PIER FOOTER <br />'w' <br />N <br />4 "x16 "X16" CONC. PAD <br />OR 18j "X18j "X1" THK. <br />ABS PAD <br />I I GRADE <br />ALTERNATIVE EARTH CONNECTION <br />AUGER ANCHOR 0 EA. PIER <br />STYLECREST #48364634 OR EQUIV <br />32" IMBEDMENT OF 4' AUGER ANCHOR <br />SECURING GIRDERS <br />W/ ASTM #123 -89A STRAP OR EQUIV <br />rated 3000# UPLIFT <br />STYLECREST <br />3904 BUILDERS CIRCLE <br />PLANT CITY FL. 33 67 <br />1_800- 94� -4440 JAMIE WITHEM) <br />COLUMN* 4 CORNERS) <br />DBL 2X_ — 2 „ __��IS I <br />PERIMETER JOIST —`�� _ � <br />O.L. LENGTH AS REQ'D <br />AUGER TIE DOWNS 0 'S' MAX O.C. <br />VARIOUS ALTERNATIVE FOOTER /TIE DOWN METHODS TYPICAL FLOOR JOIST /GIRDERS LAYOUT <br />FOOTING /PIER /ANCHOR® 'S' O.C. MAX <br />P.T. 2 "X_" JOISTS 016” O.C. <br />FASTENED TO DOUBLE <br />P.T. 2 "X6" JOISTS 016" O.C. FASTENED TO DOUBLE P.T. 2x_ GIRDERS WITH <br />P.T. 2x6 GIRDERS WITH SIMPSON JOIST BUCKETS SIMPSON JOIST BUCKETS <br />TYPICAL BOTH ENDS <br />SIMPSON H5 CLIP <br />OR EQUN. 0 EVERY 3RD EACH JOIST MIN. <br />TO MIDDLE GIRDER C ONNECTION <br />AS INDICATED C DECKING OF CHOICE <br />DBL P.T. 2X6 <br />MIDDLE GIRDER <br />3000# UPLIFT / <br />DBL P.T.2X6 PERIMETER JOIST" <br />ALUM TERMITE SHIELD <br />® EACH PIER <br />G RA <br />ALTERNATIVE FOR <br />EXISTING 4" <br />CONCRETE SLAB <br />NOTE: W <br />1�2 "(WEDGE ANCHOR 0 EA. PIER <br />4 IMBEDMENT INTO SLAB (THUNDERBOLT OR EQUIV.) <br />SECURING GIRDERS E NLARGED VIEW ® A -A <br />W/ ASTM #123 -89A STRAP OR EQUIV <br />RATED 3000# UPLIFT TYPICAL DECK SECTION <br />WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS <br />USE (2) 5/8 THRU BOLTS, NUTS <br />&WASHERS (CORROSION RESISTANT) <br />0 PT PERIMETER JOISTS TO <br />PT POST IN CONC CAST FOOTER <br />—I� ' / ,'s2' ALUM BASE PLATE (TYP) <br />OR Al,2ERt4UNE fi \�+(/ /PT 2'W' PERIMETER JOIST <br />24 O.C.— — <br />110 TAPCONS K 3 1/2' TYPK.AL <br />- CORROS*N RESISTANT 2' <br />MIN IMBEDMENT IN 2 %5 PT 2.4 DECKING <br />PERIMETER JOISTS FASTEN TO JOISTS <br />DETAIL OF W/19.3 DECK SCREWS <br />POST TO DECK <br />PT DBL 2X10 HEADER ATTACHED TO PT 4X4 POSTS CONNECTION <br />W /(2) 1/2" THRU BOLTS, NUTS, WASHERS, <br />EA. POST CONNECTION <br />INTERMEDIATE RAILS, BALUSTRADES OR ORNAMENTAL CLOSURES SHALL <br />NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. <br />EXCEPT TIANGULAR OPENING FORMED BY RISER, TREAD AND BOTTOM RAIL <br />OF A GUARD MAY NOT ALLOW A 6" SPHERE TO PAS. <br />\, PER FBC R312.2 <br />PT 2x10 TREADS FASTEN TO STRINGERS IN PRO16d EA. CONNECTION <br />STAIRWAY CONSTRUCCTIQN TO COMPLY WITH PORT PER FBC <br />\ STAR / CO STRU&ION TO BE PR //OPORTIONED2SO TN INCLUDING NOSE) <br />s +/2' MI SUM OF 2 RISERS + RUN (EXCLUSIVE OF NOSE P <br />TO EQUAL BETEEN 24" MIN AND 25" MAX <br />STYLECREST #48364634 OR EQUIV <br />/ AUGER ANCHOR 0 8' O.0 MAX <br />32" IMBEDMENT OF 4' AUGER ANCHOR <br />SECURING GIRDERS <br />W/ ASTM #123 -89A STRAP OR EQUIV <br />FBC PLANS & ENGINEERING SERVICE, INC. I hereby certify that I have reviewed this plan and found it to <br />in compliance with design requirements of the Florida Buildin <br />38351 C.R. 54, ZEPHYRHILLS, FL. 33542 Code, 2007 edition, including 2009 supplements. <br />DAVID W. SMITH THOMAS L. HANSON <br />TOLL FREE & FAX: 1 -888- 824 -7894 P.E. / 53808 P.B. / 38854 <br />TYPICAL DECK SHEET Or <br />ALTERNATIVE CONNECTIONS 1 OF 1 <br />t �a Sig DATE DECK D08 <br />SEAL DO NOT SCALE 11/11/10 130 <br />