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, F I ._"i1.._L"_ _ __ _ _ <br />5 <br />L <br />CONTINIOUS C—CHANNEL METAL TRACK <br />FASTEN WITH #8-18 WAFERHEAD FRAMIN <br />SCREWS IN EACH TRUSS CONNECTION <br />ROOF DECK <br />6' STEEL STUD 2 HOUR FIRE WALL <br />SEE U404 O <br />WALL TO HAVE R-19 INSULATION <br />�0 <br />II <br />DOUBLE <br />LAYER, FULL <br />HEIGHT 5/8" <br />TYPE X <br />GYPSUM <br />BOARD ON <br />EACH SIDE OF <br />STUD WALL <br />PLAN VIEW <br />STUD BASE DETAIL <br />FRAMING NOTES: <br />1. LATERAL BRACING OF WALL MAY NOT BE REQUIRED ON COMPOSITE WALLS. CHECK <br />WITH LIMITING HEIGHT TABLES AND/OR DESIGN. <br />2. GYPSUM BOARD MUST BE APPLIED FULL HEIGHT IN THE VERTICAL ORIENTATION TO <br />EACH STUD FLANGE AND INSTALLED USING MINIMUM #6 TYPE S DRYWALL SCREWS <br />SPACED A MINIMUM OF 12" O.C. TO THE FRAMING MEMBERS. <br />3. ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT OF ITEMS ATTACHED <br />TO FACE OF WALL. SEE WALL BACKING DETAILS. <br />6"' METAL STUD WALL <br />2 HOUR FIRE WALL <br />DETAIL A A <br />r.• CTP'P'I CTIIT) P I-If11112 P_TRE UAI I <br />ROOF DECK <br />(1) #10 SCREW <br />PER STUD FLANGE <br />0 �JJ METAL STEEL STUB @ 16" O.C. <br />ENLARGED CIRCLE "B" <br />2 LAYERS 5/8x <br />GYPSUM BD FASTEN 5/8x GYPSUM BOARD TO STEEL <br />STUD AND RUNpNEgR5 pW.ITH 1" DRYWALL <br />�kgEWJ,, SffEIN FIELDC. MAX ON EDGES <br />TYPICAL EACH SIDE <br />METAL STEEL STUD @ 16" O.C. <br />CONTINIOUS C-CHANNEL METAL TRACK <br />FASTEN WITH HILTI X-U UNIVERSAL <br />KNURLED -SHANK PAF'S @ 24" O.C. <br />(EMBEDMENT = 1 1 /4") <br />ATTACH 8' STEEL TRACK TO EACH STEEL <br />07IIT1 TAI LIAI I LITTU 0-40V".)/Al cMc AFTER <br />CEILING JOIST FRAMING PLAN <br />(1) #10 SCREW <br />PER STUD FLANGE <br />ENLARGED CIRCLE "All <br />6" METAL STUD WALL <br />(1) #10 SCRI <br />PER STUD FL <br />ABOVE) <br />CEILING JOIST DETAIL <br />ATTACH 8' STEEL J❑IST TO TOP <br />OF WALL WITH FRAMING CLIP WITH <br />2-#BX3/4' SMS AT STUD AND TOP <br />OF WALL <br />ATTACH 8' STEEL J❑IST TO TRACK <br />WITH 1-#8X3/4' SMS EACH SIDE <br />FENER <br />TO 8" <br />ARCED CIRCLE "C" <br />AL STEEL STUD @ 16" O.C. <br />(ALIGNED <br />ITH JOIST <br />ABOVE) <br />CONTINIOUS C-CHANNEL METAL TRACK <br />FASTEN WITH HILT] X-U UNIVERSAL <br />KNURLED -SHANK PAF'.§ 0 24" O.C. <br />(EMBEDMENT = 1 1/4') <br />ICRETE SLAB <br />ENLARGED CIRCLE "D" <br />WEB STIFFENER <br />0 SCREW TO 8" <br />GIST <br />EXISTING 14'X12' RIBBON FOOTER <br />EXISTING PAD FOOTERS <br />20 <br />0' 0' <br />o' <br />SUITE A SUITE B I <br />STUD SCHEDULE <br />FLOOR <br />SIZE/SPACING <br />BOTTOM TRACK <br />TOP TRACK <br />BRIDGING <br />NOTE <br />1ST <br />p4,0CO3SI6T2 - 43D (T3p3)TR@g116K' TOP <br />AND BOM V/#12 SCREW <br />EACH FLAN E <br />44DOTD1E25(-�4432)(3p3), ATTACH <br />PAF ClqEMBED) 2 16' O.C, <br />40O TK507/8 3M 33GAP IP <br />�IA� OlA4E1� C(�A�A Lw/ <br />IMPS�N SUBH @ EACH <br />STUD <br />17'-0' MAX <br />e <br />O60CC0S116-2�p-CH4E3D (T3p3)TRAICK TOP <br />AN)5 BOTT❑M W/#12 SCREW <br />EACH FLANGE <br />2 <br />6T0p0 DECK W43 3p3), ATTACH <br />PAF Cl' EMBED) E 16' O.C. <br />60OT250RACK �/843M 33AX GAP SLIP <br />JRI FEgOLa4ER CyANNAJLW/ <br />SIMgPS011N SUBH @ EACH <br />STUD <br />25'-0' MAX <br />STRUCTURAL STEEL CEILING 1 <br />R-19 INSULATION HOUR FIRE RATED, SEE DETAIL L524 <br />'� ATTACHED INSTALLATION SHEETS <br />3 5/B' STRUCTURAL STEEL HEADER <br />C <br />5/8' STRUCTURAL STEEL STUDS <br />AROPik RATED WALL SEE DETAIL <br />3 5/8' NON STRUCTURAL STEEL TRACK <br />H 1-#IOX1' SDS AT EACH SIDE <br />DITSTU <br />3068 <br />404. WALL TO HAVE R-13 INSULATION <br />TYPICAL INTERIOR NON <br />RATED <br />LOAD BEARING WALL <br />566/8' NON STEEL STUDS <br />Qe yySTTRTHUHCTURAL <br />ATIEACH SIDEIOF WALL GYPSUM HD <br />D. C. <br />1' <br />CEILING TYPE GYPSUM BOARD <br />5/8x GYPSUM BOARD TYPICAL EACH SIDE <br />MIN R-13 INSULATION <br />3 5/8' STRUCTURAL STEEL TRACK <br />WITH 1-#10XI' SOS AT EACH SIDE <br />OF STUD <br />-3 5/8' STRUCTURAL STEEL STUDS <br />R 16' 0. C. <br />1 HOUR FIRE RATED WALL SEE DETAIL <br />U404. WALL TO HAVE R-13 INSULATION <br />3 5/13' STRUCTURAL STEEL TRACK <br />WITH 1-#lOX1' DS AT EACH SIDE <br />OF STUDS, SECU E WALL TO SLAB <br />WITH MASONRY SHOT PINS AT 16' 0. C. <br />EXISTING 6' THICK 3000# sl CONCRETE <br />WITH WIRE MESH OVER 6 MIL VISQUEEN AND <br />CLEAN COMPACT TERMITE TREADTED SOIL, <br />BUILDING CUT SECTION DETAIL <br />EXISTING STEEL COLUMN BEAM <br />EXISTING CEILING INSULATI❑N <br />FLOOR PLAN <br />EAVE HEIGHT @ REAR <br />EXISTING STEEL WALL PANEL <br />EXISTING WALL INSULATION <br />i `��I I EXISTING 14'X12' RIBBON FOOTER <br />I 1 <br />I <br />EXISTING PAD FOOTERS <br />I <br />I hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />SUITE <br />A <br />2007 <br />WAREHOUSE <br />393 <br />❑FFICE/L❑BBY/RESTR❑❑M <br />= 2400 <br />SUITE <br />B <br />2007 <br />WAREHOUSE <br />393 <br />❑FFICE/L❑BBY/RESTR❑❑M <br />= 4800 <br />EXTERIOR DOOR AND WINDOW SCHEDULE <br />PLAN SIZE/TYPE FRAME HARDWARE <br />A 3/4'X7'0' GLASS STORE FRONT BRONZE ALUMINUM KEY CELINDER EXTERIOR <br />3' 0' X7' O' FIXED GLASS THUMMB TUURNRINTERIOR <br />LL <br />WIND PRESSURE +31. 38 -39. 37 IJJ FF�� <br />U-VAL =, 45 M I N <br />SHGC = .35 MIN <br />B 12'0'X10'0' COMMERCIAL N/A TYPICAL HARDWARE <br />ROOL UP DOOR <br />WIND PRESSURE +30. 0 -36. 70 <br />C 3'0'X7'0' FLUSH HOLLOW METAL STEEL ADA LEVER KEY LOCK <br />DOOR CLOSER <br />ADA LOW SILL <br />WIND PRESSURE +33. 63 -43. 86 3-4. 5 HINGES <br />INTERIOR DOOR SCHEDULE <br />PLAN <br />SIZE/TYPE <br />FRAME <br />HARDWARE <br />1 <br />3/4'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER KEY LOCK <br />1 HOUR FIRE RATED <br />1 HOUR FIRE RATEE <br />DOOR CLOSER <br />ADA PW S&k <br />3-4. HIN SS <br />U-VAL = 35 MIN <br />R-VAL = 2. 85 MIN <br />2 <br />3/4'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER PRIVACY LOCK <br />3-4. 5 HINGES <br />3 <br />3'O'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER KEY LOCK <br />3-4. 5 HINGES <br />CHANCEY PARTNERS RICK GOLLHARDT — DRAFTSMAN <br />3761 CORREIA DR 813-781-3651 <br />ZEPHYRHILLS, FLORIDA rgollhardt®tampabay.rr.com <br />D.W.SMITH,M.S.,P.E.#53608 FLOOR PLAN SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 7 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO, <br />Pr9f: 813-469-2289 E-NAIL: dwsf Ipe@enrtht Ink, net CO NOT SCALE 9 OCT 2020 <br />DESIGN/DRAWN CHECKED 2020-1003 <br />ENGINEER LICENCE #53608 R. COLLHARDT D.W.S.,p.e. <br />