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�' '•' �DESIGN CRITERIA: <br />CODE: 2009 IBC <br />WIND: BASIC WIND SPEED: 85 MPH (3 SEC. GUST), EXPOSURE: C, I <br />SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES <br />LOADS: DL: 10 PSF, LL: 0 PSF, SL: 0 PSF <br />SOIL: ALLOWABLE SOIL PRESSURE: CLASS 5, TABLE 1806.Z <br />1.0 <br />STRUCTURAL TECHNOLOGY CONSULTANTS (STC) DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED TO STC BY OTHERS. THE <br />MANUFACTURER AND INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE SHOP <br />DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURE THE FIT OF ALL COMPONENTS. <br />SCOPE OF WORK: <br />THE SCOPE OF STC'S DESIGN IS LIMITED TO FOUNDATION, SUPPORT POLE, AND ATTACHMENT OF SIGN CABINET TO SUPPORT POLE. ALL <br />OTHER ITEMS ARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO SIGN CABINET FRAMING. <br />GENERAL NOTES: <br />l. SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR <br />GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR ADDITIONAL <br />FOUNDATION REQUIREMENTS. <br />2. IF THE SOIL UNDER THE STRUCTURE INCLUDES CLAY, OR OTHER EXPANSIVE MATERIALS, IT IS RECOMMENDED TO REPLACE THE SOIL <br />WITH COMPACTED (95%) GRANULAR SOIL OR IMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION. <br />3. CONCRETE: STRENGTH DESIGNED AS F'c=2,500 PSI MIN. SPECIAL INSPECTION NOT REQUIRED. <br />4. PIPE STEEL: ASTM A53, GRADE B(Fy=35 KSI MIN.). <br />5. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS DESIGNATED BY THE LOCAL BUILDING DEPARTMENT. <br />6. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE, OR SOIL. <br />7. PROVIDE SLOPE AWAY FROM BASE OF SUPPORT. <br />8. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR <br />DAMAGE, CORROSION, OR DETERIORATION. <br />9. IN REGIONS SUBJECT TO FREEZING, UTILIZE DRAINAGE METHODS TO PREVENT SATURATION OF SOIL UNDER AND AROUND FOOTING. <br />10. IT IS RECOMMENDED THAT EXTERIOR CLADDINGS INCORPORATE EXPANSION JOINTS/CONTROL JOINTS AT THE BASE AND <br />THROUGHOUT, IN ORDER TO ACCOMMODATE POTENTIAL MOVEMENT. <br />9/11/ID12 4:49:14 PM <br />�STRUCTU R�L TECH IeIOLQGY COIiISU LTANT� <br />7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278,2424 <br />PROJECT: MAJESTIC GLOVE, 2510 W. CASION ROAD, EVERETT, WA SHEET: 1 OF 1 <br />PROJ. NO.: 1384-59 DESIGNER: VH DATE: 09-12-12 <br />CLIENT: BERRY SIGN SYSTEMS SIGN TYPE: MONUMENT QUANTITY: 1 <br />0 <br />� <br />� <br />� <br />J�-13�4�� <br />-k <br />� <br />TYP <br />3'-0" SQ. <br />� ELEVATION <br />� J SCALE: 3�8" = 1'-0" <br />� TYPICAL SADDLE DETAIL <br />�UJ SCALE: NTS. <br />��OSFpy <br />��P�OF WASy��� <br />J � cy <br />o ' <br />q 46286 �/ `� <br />�9o,r, 9FG I 5 T EP`�O < <br />SS�ONA L E ` <br />� <br />�o <br />NZ <br />o� <br />�� <br />�� <br />w� <br />oa <br />aZ <br />�� <br />� <br />�� <br />�� <br />�� <br />�� <br />=w <br />� <br />o� <br />�� <br />a � <br />U m <br />> d <br />ww <br />��w <br />_� <br />�� <br />LLw <br />o= <br />� <br />0 <br />z> <br />wm <br />�G <br />� <br />�w <br />� <br />�� <br />�� <br />Q= <br />� <br />o� <br />�� <br />50 <br />�� <br />a� <br />�, ¢ <br />� <br />z O � <br />¢ <br />� � w <br />zo� <br />..�,Z <br />�Gd <br />ow� <br />o= <br />_�� <br />�� <br />wo <br />��� <br />�oa <br />�z� <br />QQo <br />�oZ <br />�wZ <br />Z <br />oo� <br />� <br />>Q� <br />� � <br />o m '^ <br />o�w <br />Zw� <br />�� <br />U � � <br />� m F <br />� O <br />Q O <br />? Z � <br />G � O <br />� Z V <br />N <br />� N � <br />��< <br />zs <br />o i <br />� LL � <br />`nu� <br />��o <br />w�w <br />Z z m <br />� ¢ <br />z <br />l� a <br />� ti N <br />� � K <br />� � H <br />d W O <br />� F J <br />Q <br />H � � <br />� Z c A <br />� K ~ <br />O O w <br />� �w ¢ <br />3 F' K <br />�o <br />�� <br />Zw� <br />o � <br />Q � V <br />U w LL <br />i p O <br />u � � <br />ti � <br />o<o <br />a� <br />