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JOB•OPTI MART ��1 � �� /�� va1.l�X ' � ' T T�'t• SHEET NO 3 OF 4 1�1�`� CALC BY DATE 05/16/13 607 S Nexander St, Suite 103, Plant City, FL 33563 CHECKED BY DATE 813 704 484'2 otc/ 813'Z04 4843 f� MEMORANDUM: VE#13-01106 GN Paul D. Kidvell,P.� Re #52683.COA#28035 CLIENT: FASTSIGNS-KENNEp7C LOCATION. ZEPHYRHILLS,FL General Notes and Soec�wtions 1.0 Contrector Responsibility 1.1 Verify all dimensions and report any distrepancies to engineer prior to starting any work. 1.2 Field verify the adequacy of the structure and/or substrate to support the signage. 1.3 Choose a connector from the listed alternatives that may be logistically installed per manufacturer's specifications,given the prevalent field conditions. 1.4 Mixing and matching the listed connectors is acceptable to achieve the desired proper attachment per manutacturer's specifications (i.e.-as substrete dictates,a part of the sign may be attached with all-thread rods,whereas another portion may require Titen HD's) 2.0 Anchors: 1.1 All anchors shall be installed per manufacturer's specifications. 1.2 All anchors are required to have Florida Product Approvai or a Miami-Dade NOA. 1.3 All weather exposed anchors shall be hot-dip galvanized or stainless steel. 1.4 All connectors in contact with pressure treated or fire resistant lumber shall be hot-dip galvanized or stainless steel. 3.0 Epoxy• 3.1 All epozy shall be installed per manufadurer's specifications. 3.2 All surfaces and penetrations shall be prepared in accordance with manufacturer's surface preparation guidelines. 4.0 Silicone Adhesive: 4.1 All silicone adhesive shall be installed per manufacturer's specifications. 4.2 All surfaces and penetrations shall be prepared in accordance with manufacturer's surface preparation guidelines. 5.0 Steel: 5.1 All steel shall conform to ASTM A992(wide flange),ASTM A500(all tube and pipe),or ASTM A36(All other shapes,bars,and plates), unless otherwise noted. 5.2 All steel shall be Fy=36 ksi(46 ksi for tube shapes),unless noted otherwise. 5.3 All exposed metal shall be properly primed and painted,galvanized,or stainless steel. 5.4 All field welds shall be continuous fillet welds with a throat thickness equal to the thickness of the member being welded�1/4"min.�,use 70XX electrode material,or equal. S.5 All shop welds shall be continuous full penetration welds. 5.6 All splices shall be sleeve spliced with a 2'-0"minimum lap,using a 3/S"minimum butt and cap plate,snug fit,with a continuous 1/4"fillet weld along the full edge of the cap plate,U.N.O. 5.7 Other splices shall be defined and noted in the calculations. 5.8 All welds shall meet AWS standards. 6.0 Aluminum: 6.1 All aluminum shall be alloy 6063-T6 or equal in ma[erial and strength properties. 6.2 All welds shall be full penetration continuous welds. 7.0 Wood: 7.1 All wood components shall be#1 Southern Yellow Pine,pressure treated or equal. 7.2 All sheathing shall be exterior grade,pressure treated,and rated. 7.3 All nails shall be ring shank,as specified,and hot-dip galvanized. 8.0 Masonry� 8.1 General specifications for masonry structures: 8.1.1 Masonry construction and materials shall conform to all requirements of,"Specification For Masonry Structures (ACI 530.1/ASCE 6/TMS 602),"except as modified by these contract documents. 8.1.1 Testing of field materials is not required by engineer for this project. 8.1.2 Compressive strength requirement is f'm=1500 psi. 8.1.3 Determination of compressive strength is allowable stress method. 8.1.4 Unit strength method is not applicable. 8.1.5 Quality assurance is not applicable. 8.2 Products: 8.2.1 Mortar Materials shall be type M or S mortar 8.2.2 Masonry unit materials shall be 1900 psi min.,CMU. 8.23 Reinforcement,pre-stressed tendons,and metal accessories shall be 60 ksi rebar(min.). 8.2.4 WWF to be installed as specified. 8.2.5 Stainless steel is not applicable. 8.2.6 Coating for corrosion protection is no[applicable. 8.2.7 Corrosion protection for tendons is not applicable. 8.2.8 Pre-stressing anchorage,couplers,and end blocks are not applicable. 8.2.9 Joint fillers are not applicable. 8.2.10 Lintels to be by Cast Crete or equal. Power's Power-Box lintel is not acceptable. 8.3 Execution: 8.3.1 Pipes and conduit are not applicable. 8.3.2 Accessories are not applicable. 8.3.3 Expansion and control joints shall be as indicated in plan set. 9.0 Concrete: 9.1 Operation,installation,and procedure to comply with ACI standards. 9.2 Concrete&minimum compressive strength of 3000 psi at 28 days(U.N.O.) 9.3 Reinforcement rebars ASTM A615 Grade 60(U.N.O.) 9.4 Weided wire fabric(WWf ASTM A185) 9.5 p5 rebar lap to be 31"minimum. 10.0 Soil: 10.1 Minimum allowable soil bearing pressure 2000 psf U.N.O. 10.2 The foundation system for the attached project is designed for a minimum allowable soil bearing pressure of 2000 psf 10.3 It is the contractor's responsibility to verify soil capacity and compaction. 11.0 Applicable Codes: 11.1 2010 Florida Building Code,Building 11.2 ASCE 7 current version 11.3 ACI 318 current version 11.1 ACI 530 current version �..1?/3 11.5 National Design Specifications,current version. 11.6 AISC Steel Design Manual,current version.