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T,AR RY SROOKS, P.E. CIVIL/STRUCTURAL FL. PE #24024 <br /> , . ' S053 CAMBERLEY LN., OLDSMAR, FL. 34677 PHONE/FAX 727_7g6-9120 <br /> E-MAIL:LLBROOKSPE@T�4MPABAY.RR.COM <br /> PROJECT NAME: ��� WIND LOAD: 1 � MPH EXP `�" I=1.�' <br /> CITY & STATE: �-�(� �i�S � F.B.C.-07 A.S.C.E.7-OS CC=1�psf <br /> BY• Cct,F�-;�u� �a� �C.�etcr•�s dCt�}� P��S° 3.l S�j�,� I,� C /. <br /> - �- � ,5� GzeS � ` `� <br /> '�— MAIN SUPPORT COLUNIN DATA <br /> SIGN Ar�ea Wi P Ltl p A y Bending MB <br /> � SECTION s .ft. sf ft ft Ibs <br /> (2� `� F = EAp Top I 2,.� Z'�j '' 3 l S 3,Z �o 0 7 <br /> 0/A <br /> HGT. Middle <br /> y Bottam <br /> Other • <br /> Grade . <br /> � � �"�'x ,7,�; CvZ�joo PSI Concrete �A �P'A �e <br /> Depth N EMB <br /> p , '� � ' CENTROID y=�_ <br /> 3 � " <br /> ���8`'' � RE�'D:S�,_�°—_ �� t�..,3 <br /> �(j - PROVIDED Sx = �, �%3 <br /> use: 3k��py� <br /> , <br /> � Z� i d <br /> 1DESIGN SLT�VIlVIARY SPADE FOUNDATION <br /> M�41N COL'S: (( ) � � 3�� � N��f(1�6 G 6 3 RE5(STING,Ma= D xA00 psf/ftA.66D <br /> SIGN COL'S: ( ) �. Mp= �Zoo � <br /> CAISSON: (� ) 3�j�(,� b � �� g K a.��g� � Factor of safety vs.Overtum,F 5= �'/�B= Z� � > 1.5 OK <br /> BASE PLATE: ( ) CAISSON FOiTNDATI4N: BASED ON RATIO FORMULE <br /> ANCHOR BOLL ( ) P= H= D= d= �0 <br /> SIGN INTERNAL SUPPORT R-� <br /> F:=RxP= <br /> RE(1'D:Sxp= �--_ <br /> 'fZ=�= <4KSF. ALLOW <br /> Use: <br /> F,=F,+P= <br /> ANCHOR BOLTS f�=�d= G2KSF. ALLOW <br /> T' — "'MBZ'Z — Use: CAISSON DEEP Q} <br /> use: SPREAD FOLTNDATION (GRAVITY) <br /> RE5ISTING,Mw=WT x ,{+/2= � ° <br /> BASE PLATES FACTOR OF SAFETY vs OVERTURN,F.S._—�-- � 1.5 <br /> M° �'— �5""— �t=f�= MAX PRESSURE TO S�IL; Ps = PSF 2000 PSF ALLOW. <br /> Use: USE: ' <br />