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GENERAL STRUCTURAL NOTES:SIMPSON MASONRY SET EPOXY ADHESIVE ANCHORS:UNREINFORCED MASONRY NOTES <br />. Coordination: The Contractor shall verify oil dimensions ond 1. Anchor Manufacturer: Where odhesive anchors ore colled for on these 1. All new embedded bolts resisting tension forces or o combination of 3m*- <br />conditions at the job site and shall be responsible for coordination of plans, the contractor shall use the "Simpson SET Adhesive Anchor System"tension ond shear forces shall be subjected to periodic special inspection 0 9 15 <br />all work and materials including those furnished by subcontroctors.by Simpson Strong-Tie Company, Inc., Pleasonton, California, installed per in accordance with the building code prior to placement of the bolt and 4.z <br />requirements of I.C.C. Report No. ESR-1772, dated January 1, 2012.grout or odhesive in the drilled hole.Gluali <br />. Discrepancies: The Contractor shall inform the Engineer in writing,02*g <br />of any discrepancies or omissions noted on the drawings thot do not 2. Adhesive Requirement: The adhesive used with these anchors shall be 2. Nuts & Bolts used cs sheor or tension ties at mosonry wolls shall have o Eon@ <br />conform to codes, rules ond regulations. Any such discrepancy, omission. or -Simpson SET High Strength Epoxy; installation <>f which shcll be under diameter of 34". All nuts shall be installed over malleable iron or plate washer iz-\O <br />variation not reported sholl be the responsibility of the controctor.the observation of o Special Inspector.when beoring on wood or heavy cut woshers when bearing on steel.4 111/4 <br />. Trade Names: Where on item is identified by a trade name the suffix <br />"or approved equivalent" shall be implied unless specifically noted <br />otherwise. <br />. Standards: Except where more stringent requirements ore noted or shown <br />in the plans or specifications, all phases of work shall conform to the <br />minimum standards of the 2010 C.B.C. adopted by the City of Sonto Ana. <br />. Inspection: Wherever special and/or continuous inspection is called <br />for in these notes or the building codes, such inspection shall be <br />performed by o Testing Laboratory employed by the owner. Job site <br />visits by the Engineer shall not consUtute on official inspection. <br />. Materials and Workmanship: The Contractor shall supply all labor, <br />materials, equipment and services of every kind, excluding water and <br />power, necessary for the proper execution of the work shown or <br />indicated on these drawings. All material shall be new materials. <br />Subcontroctors shall be skilled in their trode. <br />3. Anchor Bolt: Anchor bolts shall conform to ASTM A193, Grade 87. <br />4. Installation Information: The Contrcctor shall obtain and retain on the <br />premises c copy of the above referenced I.C.C. Report. <br />5. Anchor Locations: Refer to the drawing and details for locations and <br />specific anchor size and spacing. <br />3. Adhesive Anchors: Installation of adhesive anchors shall be in <br />accordance with the manufacturer's instructions. Each odhesive anchor <br />rod shall bec# o permanent identification indicoting the manufacturer's <br />nome or symbol. <br />4. Adhesive Anchor Inspection: Continuous special inspection is required for <br />odhesive anchors. See ICC reports for inspection and testing requirements. - <br />APPROVED <br />PLANNING DIViSION <br />1.0/3 - <br />MASTER I.D.2£Illr=-1-t€=rrt. <br />G.P. 00 Zones P8 9 <br />PLANNER DATE F <br />NOTES TRANSFERRE®7 Y DATE <br />PLANNING INSPECT:ON REQU <br />0/////////////////////// ROUGH FINAL REVmIONS BY <br />1 <br />1 1/ NABNE (714)- <br />I I <br />1 1 <br />1 <br />r "SIKAFLEX" EP0XY GR0UT -f0910UU. WAI.17£ :-.t FUTURE REVISIONS. <br />, 1 <br />' AREA OF W0RK AT CRACK - INTALL IN *AR*E[Cl TO 171" - 'IrfECKED AND CONDITIOL@ Z H-1 <br />I 'lilli ACT n, 4 0 0CONFORMANCE w/MANUFACTURER 6----vEK.J <br />' RECOMMENDATIONS --C Ir:fIES': .Y <br />O 10 2.1 i I ,_VERATIONS/MODIFICATION: 5 -(nI I \/ - - r RN 5 EM/ / -- .: ro :,tATCH EXISTtNGI II1IlltIllllll¢1/11tI,1911 '111/11 It -rn 1-r-t w C.3 Z ". · FC JAED <br />M , O 8*'b'$11 66..1. DSCAPE PLANS <br />1 1 - <br /> / PARAPET LL <br />DJ <br />I I (X) CMU WALL CONDITIONS: -O Ill4-1 ,1 1 <br />0 1FL ' 1 .I <br />0//////////////1/.1 <br />-7 <br />I / UJ0 ' (X) ROOF BEYOND - - 0 <br />1 1 <br />Z / 11 11 /0 / SIMPSON SET EPOXY 6"4"x20" PLATE < M O <br />0 1' / (X) 2-WYTHE CMU «3*a: C!, 10 < w/SCREENS <br />011 11 / <br />1 15 - 00 BUILDING FOOTPRINT Il 209-211 N ,11 W. FOURTH STREET 11 48" 0,9 aN44,DATE(X) WALL BELOW - 11 11 ' 10/14/2013// il il // SCALE0 -Vi il NOTED <br />-1 1/ 11 11 / 4 ORTH JOB NO.213084/ 11 11 / <br />11,1,11,11 1,1,1,1,1,1 11 ! 1111 INK-,4-1.-LU-4- t.-14-1-4 J-!J " 111111111 I <br />9" <br />I VERIFY I <br />1?REEr** <br />l <br />-L <br />0-0 <br />sec <br />t PINS <br />SHEET NO. <br />FOURTH STREET WALL ELEVATION SECTION a-a <br />S-1 <br />PLOT PLAN DETAILU <br />,