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- I <br /> 60'-0' <br /> f <br /> 17'-4' 2'-8- 2'-8- 37'-4' <br /> • <br /> 2.-0' , 5-4"(MAX) <br /> 2--0" <br /> AXES LOCATIONS <br /> _oat (REMOVABLE) <br /> I Eli.I /'iiimi <br /> oio �•. .E111,CD <br /> IX <br /> 1 !I$'7IT $I_111111 is ei <br /> Ip .� 1.tr...'t7 IiIIhUN <br /> ��� 'ilNiii�� A <br /> ;g t <br /> "'' tv ANCHORS(TYPICAL 0 6 PLACES) , <br /> � e 1-1/4'x.035 TYPE 1 CUSS'B' <br /> .+tlE N GRADE STEEL STRAPPING(OR EQUAL) <br /> ,..) ...`� FOUNDATION PLAN <br /> 1-,', Sc0ic:1/4'= 1'-0' <br /> • <br /> I '`i <br /> Lr - 12'x 60' ,. 720 SO.FEEF. 4,8 SO.FEET. x 144 - 681 Sp.INCH <br /> 150 <br /> )�h. `E 12 VENTS 0 58 SO.INCH.EACH . 696 SO.INCH. - <br /> ' ,, VENTS TO BE MODEL 1622R <br /> I-- —ALUMINUM STRAP BUCKLE <br /> 0 <br /> WOOD SHIM DOWN TOI ANCHOR , <br /> (PULL TIGHT) <br /> Al8'18'xl6'CONCRETE BLOCK MCI OF MN RAL MINUTEMAN STRAP • <br /> r^*��_ (1) 16'xi6"x4'CONCRETE PAD '1'SECTION <br /> Mil <br /> i� OR OPTIONAL <br /> __��� (2) 8'x16'x4'CONCRETE PADS MARK REVISION DATE <br /> �� SPACE EQUAL THIS PETAL SHOWS THE ® L&I SUBMITAE 8/20/98 <br /> Al" GRADE LINE STRAP IN AROUND THEPMAN POSITION <br /> [' [' [' <br /> ., ANCHOR (TYPICAL) MO THROUGH A BUCKLE. <br /> MATERIAL SCHEDULE / KEY <br /> NOTES <br /> IT IS IMPORTANT TO <br /> REMOVE ALL SLACK <br /> FROM THE SYSTEM. 1. GENERA!.NOTES 2. FOUNDATION <br /> A.SET&LEVEL CONCRETE BLOCKS ON CONCRETE PAD A.PER BLOCKS:SEE OCTAL/I <br /> BLOCKS AT THE SPAGNG SHOWN OH THIS DRAWING <br /> 8.LIE DOWNS:(�IRON ROOT ANCHORS WITH'UINUTELLM" <br /> TYPICAL PIER CONSTRUCTION OTIE-DOWN ASSEMBLY B.PUCE WOOD SHI05 ON TOP OF THE BLOCKS TO STRTYPE CLASS'EQUAL), <br /> O WE I MELL STRAPPINORR T(AS TAUTON. EVERGREEN <br /> �Y w� <br /> 1 NIS L HTS LEVEL THE HOD. 1-1/4'1.035.CONFORUNIG WITH FEDERAL SPEC. y ERGREEN pNy�y j <br /> C.THE TIE DOWN INSTALLATION SHOWN IN THIS DRAWING 00-5-781-H IIIN,MEANING STRENGTH 4,725 LB. I?As4�30 T mr00mI4 <br /> 2O-PORTS TO AND I19.7 6-4 501 B.C.F.RREME M®IQI P00000H010 <br /> NON-ART R0,END MACAST E INSTALLATIONS. <br /> RIOUIRENENTS FOR Y1 <br /> NON-HURRICANE RESISINE WSTALlA110N5. Ny o <br /> D.ASSUME 2,000 P.S.F.SOLI BEARING,wary ®MPAM 1 SIX STOAT 500)0 w 50.9155 <br /> W/BLDC DEPT. <br /> De <br /> 3. STEEL FRAME oi� 1.C.91 CC m mCM PePellCW/t er MSCION MU <br /> A.DITCH:CLASS 4 A-ERASE COUPLER MODEL 44-305 c wx 4K DAa¢n ter <br /> . _ -...___.... -__- _ _._- ---__-.-- -._. ,,----- ___.._.,._.. _.._______.._.._._.._.._._. .__.__—__.-- _.-80-FILTON_WC.,-DRAW-BA,-10'.X_4'k_B' CI! <br /> WE 1011/FT.I-BEAN °ra 1260-4-0 p C 8/15/98 <br /> B.HEAD WARN 12'X I I-10'3 X 11 CA.BY 21EMW +oa awX <br /> C.MAN RAIL:12'X 4'X 60'-1"WF 141/FT.I-BEAM EVERGREEN STANDARD DRAWING <br /> 0,CROSS HEMMER:10'X 6'-3 3/0'X 13 GA.CY 21CMAN 12'x 60' MASTER DESIGN PLAN <br /> E.OUT ROGER:12'X 2'-8'X 13 CA BY 21EUAN '�". FOUNDATION kw 4,0 <br /> _ 0 g <br />