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t JOB: SUNRISE PROPERTIES
<br /> j j j ��� SHEET NO 2 OF 3
<br /> ��� ��� ��� Vort�ex � ' eer'
<br /> CALC.BY DATE 10/02/14
<br /> 607 S. Alex�nder eSt, buite 103, Plant City, FL '33563 CHECKED BY DATE
<br /> 813.'Z04.484Z otc/ 813.'Z04.4843 t�xx VE# 14-02312 GN
<br /> Paul D. Kidwell, P.E. Re #52683,COA#28035
<br /> CLIENT. FASTSIGNS-KENNEDY LOCATI N� ZEPHYRHII:LS,FL
<br /> General Notes and Soecifications
<br /> 1.0 Contractor Responsibility
<br /> 1.1 Verify all dimensions and report any discrepancies to engineer prior to starting any work.
<br /> 1.2 Field verify the adequacy of the structure and/or substrate to upport the signage.
<br /> 13 Choose a connector from the listed alternatives that may be lo istically instalied per manufacturer's specifications,given the prevalent
<br /> field conditions.
<br /> 1.4 Mixing and matching the listed connectors is acceptable to ac ieve the desired proper attachment per manufacturer's specifications
<br /> (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)
<br /> 2.0 Anchors:
<br /> 1.1 All anchors shall be installed per manufacturer's specifications
<br /> 1.2 All anchors are required to have Florida Product Approval or a iami-Dade NOA.
<br /> 1.3 All weather exposed anchors shall be hot-dip galvanized or sta nless steel.
<br /> 1.4 All connectors in contact with pressure treated or fire resistan lumber shall be hot-dip galvanized or stainless steel.
<br /> 3.0 Epoxy�
<br /> 3.1 All epoxy shall be installed per manufacturer's specifications.
<br /> 3.2 All surfaces and penetretions shall be prepared in accordance ith manufacturer's surface preparetion guidelines.
<br /> 4.0 Silicone Adhesive:
<br /> 4.1 All silicone adhesive shall be installed per manufacturer's spec ications.
<br /> 4.2 All surfaces and penetrations shall be prepared in accordance ith manufacturer's surface preparation guidelines.
<br /> 5.0 Steel:
<br /> 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),
<br /> unless otherwise noted.
<br /> 5.2 All steel shall be Fy=36 ksi(46 ksi for tube shapes),unless note otherwise.
<br /> 53 All exposed metal shall be properly primed and painted,galva ized,or stainless steel.
<br /> 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
<br /> 70XX electrode material,or equal.
<br /> 5.5 All shop welds shall be continuous full penetration welds.
<br /> 5.6 All splices shall be sleeve spliced with a 2'-0"minimum lap,usi g a 3/8"minimum but[and cap plate,snug fit,with a continuous 1/4"fillet
<br /> weld along the full edge of the cap plate,U.N.O.
<br /> 5.7 Other splices shall be defined and noted in the calculations.
<br /> 5.8 All welds shall meet AWS standards.
<br /> 6.0 Aluminum:
<br /> 6.1 Ail aluminum shall be alloy 6063-T6 or equal in material and st ength properties.
<br /> 6.2 All welds shall be full penetretion continuous welds.
<br /> 7.0 Wood:
<br /> 7.1 All wood components shall 6e#1 Southern Yellow Pine,press re treated or equal.
<br /> 7.2 All sheathing shall be exterior grade,pressure treated,and rat d.
<br /> 73 All nails shall be ring shank,as specified,and hot-dip galvanize .
<br /> 8.0 Masonry•
<br /> 8.1 General specifications for masonry structures:
<br /> 8.1.1 Masonry construction and materials shall con rm to all requirements of,"Specification For Masonry Structures
<br /> (ACI 530.1/ASCE 6/TMS 602),"except as modi ied by these contract documents.
<br /> 8.1.1 Testing of field materials is not required by en ineer for this project.
<br /> 8.1.2 Compressive strength requirement is f'm=150 psi.
<br /> 8.1.3 Determination of compressive strength is allo able stress method.
<br /> 8.1.4 Unit strength method is not applicable.
<br /> 8.1.5 Quality assurance is not applicable.
<br /> 8.2 Products:
<br /> 8.2.1 Mortar Materials shall be type M or 5 mortar
<br /> 8.2.2 Masonry uni[materials shall be 1900 psi min.,CMU. `, 11f f ,,
<br /> 8.2.3 Reinforcement,pre-stressed tendons,and me al accessories shall be 60 ksi rebar(min.). ,,� ��
<br /> 8.2.4 WWF to be installed as specified. \�� D. I!/ �//
<br /> 8.2.5 Stainless steel is not applicable. `� `� �� O/_�♦
<br /> .a•..
<br /> 8.2.6 Coating for corrosion protection is not applica le. \\ �v.•��\C�A,•����/w
<br /> 8.2.7 Corrosion protection for tendons is not applic ble. � v �V �� �
<br /> 8.2.8 Pre-stressing anchorege,couplers,and end bl cks are not applicable. � Q�' :�� !
<br /> 8.2.9 Joint fillers are not applicable. + • g � !
<br /> 8.2.10 Lintels to be by Cast Crete or equal. Power's wer-Box lintel is not acceptable. � * � �
<br /> • �
<br /> .3 Execution: � _
<br /> 8.3.1 Pipes and conduit are not applicable. � � � /�,t3O�� ; �
<br /> 8.3.2 Accessories are not applicable. i O o H�` :/'' �
<br /> 8.3.3 Expansion and control joints shall be as indica ed in plan set. � � iC` ����y �
<br /> 9.0 Concrete: /���(�'•.<pRIDPa'� `
<br /> 9.1 Operetion,installation,and procedure to comply with ACI stan ards. '0'V,(1/ •••••'�� r� ,�
<br /> 9.2 Concrete&minimum compressive strength of 3000 psi at 28 d ys(U.N.O.) / � O �NV �
<br /> 9.3 Reinforcement rebars ASTM A615 Grade 60(U.N.O.) �/� ��� ���
<br /> 9.4 Weldedwirefabric(WWFASTMA385) ���������,,
<br /> 9.5 k5 rebar lap to be 31"minimum.
<br /> 10.0 Soil:
<br /> 10.1 Minimum allowable soil bearing pressure 2000 psf U.N.O.
<br /> 10.2 The foundation system for the attached project is designed fo a minimum allowable soil bearing pressure of 2000 psf.
<br />- 303 It is the contractor's responsibility to verify soil capacity and c mpaction.
<br /> 11.0 Applicable Codes:
<br /> 11.1 2010 Florida Building Code,Building
<br /> 11.2 ASCE 7 current version
<br /> 11.3 ACI 318 current version
<br /> 11.1 ACI 530 curren[version
<br /> 11.5 National Design Specifications,current version.
<br /> 11.6 AISC Steel Design Manual,current version.
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