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7890 Hwy 301
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7890 Hwy 301
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Last modified
3/20/2025 4:58:27 PM
Creation date
2/19/2025 11:50:21 AM
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Building Plans
Street #
7890
Location
Hwy 301
Building Plans - Permit #
Unknown
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TOP TRACK PER PLANS <br />TEK TO FLANGE SNIP 6" WING AND BEND <br />SIDE -TYP DOWN 90 DEGREES -TYP. <br />1 <br />3 5/8"x1-1/4"x18Ga. TRACK <br />TUDS <br />ER PLANS -TYP <br />TOP T�AC K CONNECTON <br />5TRUCTURAL DESIGN CRITERIA: <br />1. THE DESIGN COMPLIES WITH THE KEQUIKEMENT5 OF THE: <br />A. FLORIDA BUILDING CODE 2007, 2009 REV1510N5 <br />B. A15C MANUAL OF 5TEEL CON5TRUCT01N, ALLOWABLE 5TKE55 <br />DE51GN 9 th. EDITION. <br />C. A15I SPECIFICATIONS FOR THE DE51GN OF COLD -FORMED 5TEEL <br />STRUCTURAL MEMBERS 1 98G. <br />D. LIGHT GAGE STRUCTURAL IN5TITUTE 1990. <br />2. LOADINGS: <br />A. D.L. =WT. OF MATERIAL=5 P5F WALL WT. <br />B, L.L. = 20 P5F <br />A. WIND LOAD = 120 MPH WIND SPEED - N/A <br />60OS162-4: <br />AT TOP OF <br />BRACING S <br />W/ (4) 8 - <br />20 GA. (25 <br />METAL STUD' <br />U.N.O., SEE <br />(INSULATE P <br />TOILET ROON <br />W/ R-11 BA <br />1 /2" GYP. I <br />SIDE OF STI <br />BASE <br />FLOOR FINIS <br />CONC. SLAB. <br />101j112.11 . <br />BOT. TRACK <br />j-� A <br />I <br />-A <br />i 5/d" xl -1 /4 x18Ga. I RACK <br />V/ #10 TEK TO FLANGE <br />:A. SIDE -TYP. <br />4) #10 TEKS TO <br />;EE EA. SIDE -TYP. <br />STUDS <br />PER PLA <br />ROT. TRACK PEF <br />GYP EA, SIDE <br />TO FLANGE <br />-TYP <br />SHOTS <br />Z TO SLAB - IYP. <br />BOTTOM OF INTERIOR WALL <br />I <br />0' <br />(NON -LOAD BEARING) <br />SECTION A -A <br />INTERIOR HEADER DETAIL <br />(FOR NON -LOAD BEARING WALLS) <br />DED <br />CLG. GRID <br />1C <br />TI LE <br />TOP TRACK PER PLANS <br />SEE 7/- <br />-TYP. <br />STUDS <br />PER PL <br />BOTT. 1 <br />J <br />m"m1 . <br />(IN SOME SITUATIONS WHERE GUN CAN'T FIT, <br />TEKS WILL BE SCREWED FROM OTHER SIDE) <br />FRAME WALL ASSEMBLY <br />GID INSUL. <br />ECKING <br />DITION <br />D STRUT SCREWED <br />FOR <br />-0" O.C. MAX <br />:LF DRILLING SCREWS <br />J.)� 1-1/2" <br />16 O.C. <br />R PLANS <br />=E SCHEDULE <br />DN TENANT <br />CE <br />CHEDULE <br />NEW FURR-OU <br />20 GA. (25 GE <br />METAL STUDS <br />WITH 1 /2" GYF <br />U.N.O., SEE FL <br />BASE <br />FLOOR FINISH <br />CONC. SLAB. <br />T <br />,.MIN.), <br />© <br />'B <br />OCR <br />tit <br />SUSPEN <br />ALUMN. <br />ACOUSTI <br />CEILING <br />EXISTIN <br />5/8" T <br />EACH SI <br />FRAME <br />TO EXIS <br />rl EXISTING <br />NUMATIC ANCHOR PIN <br />3-5/8" <br />16" O.C. <br />D. <br />PLANS <br />METAL STUD NOTES: <br />1. STUD, 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" SIDS ON EA. SIDE FOR THE 18 GA. STUDS. <br />4. ALL COLD -FORMED STRUCTURAL 5TEEL MEMBER5 SHALL BE IN COMPLIANCE <br />WITH THE 5PECIFICATION5 FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL <br />MEMBERS THE LATE5T EDITION AND ALSO SHALL COMPLY WITH THE LIGHT GAGE <br />STRUCTURAL INSTITUTE AND DE51GN HANDBOOK ESTABLISHED 1900. <br />5. CLIP PLATES AND ANGLE5 FOR COLD -FORMED 5TEEL 5TRUCTUKAL <br />CONNECTIONS SHALL BE A5TM A 44G I GGA.. (U.N.O.). <br />ALL OTHER COMPONENTS, ANGLES, ATTACHMENTS, PARTS, AND <br />ADDITIONAL FRAMING MEM5ER5 ARE SUPPLIED AND DESIGNED BY OTHER5. <br />G. COLD -FORMED 5TEEL 5TKUCTURAL CONNECTIONS U51NG TEK 5CKEW5 ARE A5 5HOWN <br />THESE DRAWINGS. ADD. FIELD TEK5 MAY BE RQD. FOR STD. INSTALLATION. <br />7. HORIZONTAL BRIDGING: <br />a). THE STRUCTURAL WALL STUDS SHALL BE CONTINUOU5LY <br />BRACED AT MINIMUM 5'-0" VERTICAL POINT5. <br />AND A5 SHOWN ON TRU55 DE51GN DRAWINGS. <br />8. COLD FORMED STRUCTURAL STEEL: <br />THICKNE55 5HALL BE A5 FOLLOWS: <br />5TEEL DE51GN <br />GA. THICKNE55 <br />12 .104G <br />14 .0747 <br />I G .0598 <br />18 .0478 <br />20 .0359 <br />25 .0287 <br />9. IN5TALL ALL 5TRAP TIES, ANCHORS, AND BRIDGING, ETC.., <br />PER MANUFACTURE'5 IN5TALLATION5 REQUIREMENT5. <br />10. DIMENSIONS SHOWN ON TH15 5ET OF PLAN5 AKE TAKEN OFF AND DERIVED <br />FROM THE ARCHITECTURAL DRAWING5 AND LAYOUT. FIELD VERIFY <br />A5 BUILT STRUCTURE DIMENSIONS FOR CORRECT IN5TALLATION OF THE WALL 5Y5TEM5. <br />G.C. 5HALL 5UPPLY THE MANUFACTURER WITH FIELD DIMENSIONS BEFORE FABRICATION <br />IF DIFFERENT FROM THE ARCHITECT'S PLANS, OR THESE PLANS. <br />1 1 . ALL 5PLICE5 MU5T LAP A MINIMUM OF 1 2" FOR TOP TRACKS AND CONNECT <br />WITH (4) #G TEK SCREWS ON EACH FLANGE 51DE. <br />ED <br />',LG. GRID <br />FILE <br />ONE (1) LAYER <br />:)E "X" GYP. BIRD. <br />)E OF MTL. 20GA. 3-5/8" STUDS <br />(ALL EXTENDED FROM SLAB <br />'G UNDERSIDE OF ROOF DECK <br />cn <br />w <br />a <br />> <br />cn <br />w <br />> <br />mi <br />o <br />N <br />LINE OF GYPBRD. SOFFIT <br />3/4" CORIAN CAP <br />"SAHARA" COLOR <br />20 GA. (MIN.), 5-5/8" <br />METAL STUDS © 16" O.C. <br />1 /2" GYP. BIRD. EACH <br />SIDE OF WALL <br />BASE BOARD <br />NEW REINF. <br />CONC. SLAB. <br />SAMUEL <br />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 />CONSULTANT <br />CONSULTANT <br />REVISIONS: <br />NO . DATE DESCRIPTION <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 />MR. RANDY HAGAR <br />& <br />MR. JOSHUA LINCOLN <br />M0 � <br />. <br />Suss <br />ZEPHYR COMMONS <br />SHOPPING CENTER <br />7890 H WY 301 <br />ZEPHYRHILLS FLORIDA <br />WALL SECTIONS <br />& <br />FRAMING AND NOTES <br />3 <br />NUMBER <br />1 I ANTERIOR WALL PARTITION <br />2 EXISTING INTERIOR CMU WALL SECTION <br />3 EXISTING ONE HOUR WALL SE <br />CTION <br />n <br />HALF WALL SECTION <br />MUEL OLMEDO <br />A'R0015027 <br />
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