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TOP TRACK PER PLANS <br />TO FLANGE SNIP 6" WING AND BEND <br />-TYP DOWN 90 DEGREES -TYP. <br />J'�/ <br />3 5/8"0-1 /4"x18Ga. TRACK <br />TOP TRACK <br />TOP TRACK CONNECTION <br />STRUCTURAL DESIGN CRITERIA: BOT. TRACK <br />1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE: <br />A. FLORIDA BUILDING CODE 2007, 2009 REVISIONS <br />B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS <br />DESIGN 9 th. EDITION. <br />C. AISI SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL <br />STRUCTURAL MEMBERS 1986. <br />D. LIGHT GAGE STRUCTURAL INSTITUTE 1990. <br />2. LOADINGS: <br />A. D.L. -WT. OF MATERIAL-5 PSF WALL WT. <br />B. L.L. = 20 PSF <br />A. WIND LOAD RR 120 MPH WIND SPEED — N/A <br />600S1 E <br />AT TO[ <br />BRACIh <br />W/ (4: <br />20 GA. <br />METAL <br />U.N.O., <br />(INSULA <br />TOILET <br />WITH R. <br />1/2- <br />SIDE C <br />BASE <br />FLOOR <br />CON C. <br />�110 <br />10 11 a 114 If, <br />r-� A <br />I <br />L_y A <br />/8"x 1-1 /4"x 18Ga. TRACK <br />#10 TEK TO FLANGE <br />SIDE -TYP. <br />#10 TEKS TO <br />EA. SIDE -TYP. <br />0 <br />Di <br />SECTION A -A <br />INTERIOR HEADER DETAIL <br />(FOR NON -LOAD BEARING WALLS) <br />BUILDING <br />EXT. C.M.U. <br />STUCCO WALL <br />STUDS <br />PER PU <br />BOT. TRACK PEr` <br />A.C.T. <br />GYP EA. SIDE <br />TO FLANGE <br />-TYP <br />SHOTS <br />012" O.C. TO SLAB -TYP. <br />BOTTOM OF INTERIOR WALL <br />(NON -LOAD BEARING) <br />ROOFING FINISH <br />ROOF RIGID INSUL. <br />& METAL ROOF DECKING <br />FIELD VERIFY CONDITION <br />ROOF BEARING <br />BUILDING <br />ROOF TRUSSES <br />60OS162-43 STUD STRUT SCREWED <br />AT TOP OF WALL FOR <br />BRACING SET 4'-0" O.C. MAX <br />W/ (4) 8 -18 SELF DRILLING SCREWS <br />CEILING LIN <br />�I�n� <br />20 GA. (25 GA.MIN.), 1-1/2- <br />METAL STUDS ® 16 O.C. <br />U.N.O., SEE FLOOR PLANS <br />EXISTING WALL FINISH <br />RIGID INSULATION BIRD. W/ <br />5/8" GYP. BIRD. ON TENANT <br />SIDE OF STUD FACE <br />(VARIFY W/ BUILDING DESIGN) <br />BASE- AS PER SCHEDULE <br />CONC. SLAB. <br />_ SLAB LINE _ <br />EL. O'-0 " <br />TOP TRACK PER PLANS <br />SEE 7/- - --- -- --- - <br />-TYP. <br />STUDS <br />PER PL <br />BOTT. 1 <br />J <br />TRACK <br />(IN SOME SITUATIONS WHERE GUN CAN'T FIT, <br />TEKS WILL BE SCREWED FROM OTHER SIDE) <br />FRAME WALL ASSEMBLY <br />METAL STUD NOTES: <br />1. S'UD, TRACK AND ACCESSORY DESIGNATIONS ARE BASED UPON DIETRICH <br />INDUSTRIES CATALOG. MINIMUM YIELD STRENGTH FOR 20 GA. AND 18 <br />GA. STUDS SHALL BE 33 KSI; AND SHALL BE 50 KSI FOR 16 GA. AND <br />14 GA. STUDS. ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE <br />BASED ON THE USE OF 40,000 P.S.I. FY MIN. <br />2. ALL STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED <br />FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE <br />REQUIREMENTS OF A.S.T.M. A525. <br />3. BOTH STUD FLANGES MUST BE ATTACHED TO TRACK AT TOP AND BOTTOM <br />W/ #6x7/16" SDS ON EA. SIDE FOR THE 18 GA. STUDS. <br />4. ALL COLD -FORMED STRUCTURAL STEEL MEMBERS SHALL BE IN COMPLIANCE <br />WITH THE SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL <br />MEMBERS THE LATEST EDITION AND ALSO SHALL COMPLY WITH THE LIGHT GAGE <br />STRUCTURAL INSTITUTE AND DESIGN HANDBOOK ESTABLISHED 1990. <br />5. CLIP PLATES AND ANGLES FOR COLD -FORMED STEEL STRUCTURAL <br />CONNECTIONS SHALL BE ASTM A 446 16GA.. (U.N.O.). <br />ALL OTHER COMPONENTS, ANGLES, ATTACHMENTS, PARTS, AND <br />ADDITIONAL FRAMING MEMBERS ARE SUPPLIED AND DESIGNED BY OTHERS. <br />6. COLD -FORMED STEEL STRUCTURAL CONNECTIONS USING TEK SCREWS ARE AS SHOWN <br />THESE DRAWINGS. ADD. FIELD TEKS MAY BE RQD. FOR STD. INSTALLATION. <br />7. HORIZONTAL BRIDGING: <br />a). THE STRUCTURAL WALL STUDS SHALL BE CONTINUOUSLY <br />BRACED AT MINIMUM 5'-0" VERTICAL POINTS. <br />AND AS SHOWN ON TRUSS DESIGN DRAWINGS. <br />8. COLD FORMED STRUCTURAL STEEL: <br />THICKNESS SHALL BE AS FOLLOWS: <br />STEEL DESIGN <br />GA. THICKNESS <br />12 .1046 <br />14 .0747 <br />16 .0598 <br />18 .0478 <br />20 .0359 <br />25 .0287 <br />9. INSTALL ALL STRAP TIES, ANCHORS, AND BRIDGING, ETC.., <br />PER MANUFACTURE'S INSTALLATIONS REQUIREMENTS. <br />10. DIMENSIONS SHOWN ON THIS SET OF PLANS ARE TAKEN OFF AND DERIVED <br />FROM THE ARCHITECTURAL DRAWINGS AND LAYOUT. FIELD VERIFY <br />AS BUILT STRUCTURE DIMENSIONS FOR CORRECT INSTALLATION OF THE WALL SYSTEMS. <br />G.C. SHALL SUPPLY THE MANUFACTURER WITH FIELD DIMENSIONS BEFORE FABRICATION <br />IF DIFFERENT FROM THE ARCHITECT'S PLANS, OR THESE PLANS. <br />11. ALL SPLICES MUST LAP A MINIMUM OF 12" FOR TOP TRACKS AND CONNECT <br />WITH (4) #6 TEK SCREWS ON EACH FLANGE SIDE. <br />EXISTING TENANT 1 HOUR- <br />3 WALL SECTION <br />CEILING <br />EL. 10 <br />SUSPENDE <br />ALUMN. CL <br />ACOUSTIC <br />CEILING TII <br />(A.C.T.) <br />(1) LAYER <br />GYP. BIRD. <br />EACH SIDE <br />FRAME WA <br />TO EXIST'C <br />BASE <br />FLOOR FI <br />CON C. SL <br />Or <br />LINE <br />-0 <br />D <br />G. GRID <br />E <br />5/8" <br />OF M <br />-L EXTENDED <br />UNDERSIDE <br />. 20GA. 6" STUDS <br />FROM SLAB <br />OF ROOF DECK <br />VISH <br />AB. <br />4 WALL SECTION <br />SAMUEL OLMEDO <br />ARCHITECT <br />FL. REG. AR0015027 <br />TEL. 407. 967. 3109 <br />soarcht @ yahoo.com <br />P.O. BOX 784825 <br />WINTER GARDEN, FL. 34778 <br />PERMIT SET <br />REVISIONS: <br />NO DATE DESCRIPTION <br />3-25-12 A CORP <br />INSTRUMENTS OF SERVICE OWNERSHIP <br />ALL REPORTS, PLANS, SPECIFICATIONS, <br />COMPUTER FILES, FIELD DATA, NOTES <br />INSTRUMENTS PREPARED BY THE <br />AND OTHER DOCUMENTS AND RELATED <br />INSTRUMENTS PREPARED BY THE <br />ARCHITECT OR CONSULTANTS AS <br />INTRUMENTS OF SERVICE SHALL REMAIN <br />THE PROPERTY OF THE ARCHITECT OR <br />CONSULTANT. THE ARCHITECT AND OR <br />THE CONSULTANT SHALL RETAIN ALL <br />COMMON LAW, STATUTORY AND OTHER <br />RESERVED RIGHTS, INCLUDING THE <br />COPYRIGHT THERETO. <br />RESTAURANT <br />INTERIOR BUILD —OUT <br />FOR: <br />JEREMIAH'S <br />TALIAN ICE <br />7936 GALL BLVD <br />ZEPHYRHILLS, FL 33541 <br />SHEET <br />WALL SECTIONS <br />A05mO <br />UJ <br />w <br />Q <br />o <br />0 <br />W <br />2 <br />J <br />0 <br />.J <br />W <br />D <br />2 <br />a <br />un <br />