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0 r � • J JOB: SUNRISE PROPERTIES-ZEPHYRHILLS jj� �� SHEET NO 5 OF 6 �,� ��I �� 0�� . � . ' CALC BY DATE 11/10/14 607 b. L11ex�nder eSt, eSuite 103, Plant City, FL 33563 CHECKED BY DATE 813 704.484'Z otc/ 813.'Z04.4843 t�xx VE# ]4-02539 GN Paul D.Kidmell,P.E. Re # 52683,COA# 28035 CLIENT FASTSIGNS-KENNEDY LOCATI N ZEPHYRHILLS,FL Generel Notes and Soecifications � 1.0 Contractor Responsibility: 1.1 Verify all dimensions and report any discrepancies to engineer rior to starting any work. 1.2 Field verify the adequacy of the structure and/or substrate to s pport the signage. 1.3 Choose a connector from the listed alternatives that may be lo istically installed per manufacturer's specifications,given the prevalent field conditions. 1.4 Mixing and matching the listed connectors is acceptable to ach eve the desired proper attachment per manufacturer's specifications (i.e.-as substrate dictates,a part of the sign may be attached ith all-thread rods,whereas another portion may require Titen HD's) 2.0 Anchars: 1.1 All anchors shall be installed per manufacturer's specifications. 1.2 All anchors are required to have Florida Product Approval or a iami-Dade NOA. 13 All weather exposed anchors shall be hot-dip galvanized or stai less 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 epoxy shall be installed per manufacturer's specifications. 3.2 All surfaces and penetrations shall be prepared in accordance ith manufacturer's surface preparation guidelines. 4.0 Silicone Adhesive: 4.1 All silicone adhesive shall be installed per manufacturer's speci ications. 4.2 All surfaces and penetrations shall be prepared in accordance ith manufacturer's surface preparation guidelines. S.0 Steel: 5.1 All steel shall conform to ASTM A992(wide flange),ASTM A50 (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 note otherwise. 5.3 All exposed metal shall be properly primed and painted,galvan zed,or stainless steel. 5.4 All field welds shall be continuous fillet welds with a throat thi kness equal to the thickness of the member being welded(1/4"min.),use 70XX electrode material,or equal. 5.5 All shop welds shall be continuous full penetration welds. 5.6 All splices shall be sleeve spliced with a 2'-0"minimum lap,usi g a 3/8"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 material and st ength properties. 6.2 All welds snall be full penetration continuous welds. 7.0 Wood: 7.1 All wood components shall be kl Southern Yellow Pine,pressu e treated or equal. 7.2 All sheathing shall be exterior grade,pressure treated,and rat d. 73 All nails shall be ring shank,as specified,and hot-dip galvanize . 8.0 Masonry• 8.1 General specifications for masonry structures: 8.1.1 Masonry construction and materials shall conf rm to all requirements of,"Specification For Masonry Structures (ACI 530.1/ASCE 6/TMS 602),"except as modi ied by these contract documents. 8.1.1 Testing of field materials is not required by en ineer for this project. 8.1.2 Compressive strength requirement is f'm=150 psi. 8.13 Determination of compressive strength is allo able stress method. 8.1.4 Unit strength method is not applicable. 8.1.5 Quality assurence is not applicable. 8.2 Products: 8.2.1 Mortar Materials shall be type M or S mortar. 5.2.2 Masonry unit materials shall be 1900 psi min., MU. 8.23 Reinforcement,pre-stressed tendons,and me al accessories shall be 60 ksi rebar(min.). 8.2.4 WWF to be installed as specified. 1„"'' 8.2.5 Stainless steel is not applicable. ,�� /�' 8.2.6 Coating for corrosion protection is not applica le. '�` (1. K f O��' 8.2.7 Corrosion protection for tendons is not applic ble. \-` V � /� 8.2.8 Pre-stressing anchorage,couplers,and end bl cks are not applicable. �` v�'��GENS•� / 8.2.9 Joint fillers are not applicable. w Q;�� l i 8.2.10 Lintels to be by Cast Crete or equal. Power's P wer-Box lintel is not acceptable. �Q ; ; ` i 83 Execution: ° • 3 • � � � � � 83.1 Pipes and conduit are not applicable. �i 8.3.2 Accessories are not applicable. q ��/ i * � 8.33 Expansion and control joints shall be as indica ed in plan set. � -� : � �' � . TATE OF • � 9.0 Concrete: ,� � �. � � � 9.1 Operation,installation,and procedure to comply wi[h ACI stan ards. ,� � � 9.2 Concrete&minimum compressive strength of 3000 psi at 28 d ys(U.N.O.) ��0��•••;�p R1Q.P��``� 93 Reinforcement rebars ASTM A615 Grede 60(U.N.O.) j � �.'•••'� 9.4 Welded wire fabric(WWF ASTM A185) ' S�ONA1.E �`� 9.5 tJ5 rebar lap to be 31"minimum. r�!j �,, io.o so��: �!'"P(I A 4�� 10.1 Minimum allowable soil bearing pressure 2000 psf U.N.O. 10.2 The foundation system for the attached project is designed fo a minimum allowable soil bearing pressure of 2000 psf. 10.3 It is the contractor's responsibility to verify soil capacity and c mpaction. 11.0 Applicable Codes: 11.1 2010 Florida Building Code,Building 11.2 ASCE 7 current version 113 ACI 318 current version 11.1 ACI 530 current version 11.5 National Design Specifications,current version. 11.6 AISC Steel Design Manual,current version.