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I <br />ul <br />I� <br />w <br />w <br />I cn <br />ROOF DECK <br />CONTINIOUS C—CHANNEL METAL TRACK <br />FASTEN WITH #8-18 WAFERHEAD FRAMING, ; <br />SCREWS IN EACH TRUSS CONNECTION !� <br />6' STEEL STUD 2 HOUR FIRE WALL o 0 0 <br />SEE U404 x I p o u <br />WALL TO HAVE R-19 INSULATION 11 10 p u <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 />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-' IZTF7FI IZTI ITI ? I-Ini ip FTRF 1JAI I <br />ROOF DECK <br />(1) #10 SCREW <br />PER STUD FLANGE <br />0 I l i METAL STEEL STUB ® 16" O.C. <br />/ v -- J ENLARGED CIRCLE "B" <br />2 LAYERS 5/8x <br />GYPSUM BD FAS <br />TEN 5/8x GpYPgSUM BOARD TO STEEL <br />W� SOR �NEF EL C" MAX DON 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 />1l T11T1 TAI IIAI I I I T T11 15 LLOV'"] /A• C`LIC` ArTER <br />CEILING JOIST FRAMING PLAN <br />(1) #10 SCREW <br />PER STUD FLANGE <br />ENLARGED CIRCLE "A" <br />6" METAL STUD WALL <br />(1) #10 SCRI <br />PER STUD FL <br />WITH JOIST <br />ABOVE) <br />CEILING JOIST DETAIL <br />,TTACH 8' STEEL J❑IST TO TOP <br />IF WALL WITH FRAMING CLIP WITH <br />'-#8X3/4' SMS AT STUD AND TOP <br />IF WALL <br />TTACH 8' STEEL J❑IST TO TRACK <br />ITH 1-#8X3/4' SMS EACH SIDE <br />FENER <br />TO 8" <br />ARGED 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 HIL11 X-U UNIVERSAL <br />KNURLED -SHANK PAF'F <br />L 0 24" O.C. <br />(EMBEDMENT = 1 1/4) <br />ICRETE SLAB <br />WEB STIFFENER <br />0 SCREW TO 8" <br />OIST <br />ENLARGED CIRCLE "D" <br />0 0' 0' <br />SUITE A SUITE B I <br />STUD SCHEDULE <br />FLOOR <br />SIZE/SPACING <br />BOTTOM TRACK <br />BRIDGING <br />NOTE <br />1ST <br />T p K <br />fte�y % SORE <br />g� <br />P�T eKENBA(3 116' TA <br />4TpOP �TSRACK SL <br />TRATL'K n/81MAX3GAP IP <br />$ <br />M�N�SUBH �iv/ <br />17'-0' MAX <br />FjSft� )T p T <br />HLANGE /#12 SC V <br />T y4/(32<303.)�j TXT H <br />�EMHED� E116' U <br />IROAT&S n 8}3MAX)G,qp IP <br />�1 OL YER, P^NN�Lw/ <br />TMPSON SUBH E EACH <br />25'-0- MAX <br />R-19 INSULATION <br />3 5Ar STRUCTURAL STEEL HEADER <br />3Ar STRUCTURAL STEEL STUDS <br />I <br />I I <br />I <br />I <br />I I <br />EXISTING 14'X12' RIBBON FOOTER L------J <br />EXISTING PAD FOOTERS <br />8' STRUCTURAL STEEL CEILING 1 <br />HOUR FIRE RATED. SEE DETAIL L524 <br />ATTACHED INSTALLATION SHEETS <br />3068 jiffTYPICAL INTERIOR NtB1 <br />LOAD BEARING MALL <br />RA 56CH /Er ANON STRUCTURAL STEEL STUDS <br />ATIEASIDEyW 4/E GYPSUM 8D <br />0. C. <br />;5/8x 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-i10X1' SDS AT EACH SIDE <br />OF STUD <br />3 5/8' STRUCTURAL STEEL STUDS <br />e <br />1 WROFIkE RATED WALL SEE DETAIL <br />U404. WALL TO HAVE R-13 INSULATION <br />35/8' STRUCTURAL STEEL TRACK <br />LESLABEyFSTUD0ECUESWAL <br />WITH MASONRY SHOT PINS AT 16' O.C. <br />D � _. r' <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 INSULATION <br />FLOOR PLAN <br />EAVE HEIGHT 2 REAR <br />EXISTING STEEL WALL PANEL <br />EXISTING WALL INSULATION <br />I I —EXISTING 14'X12' RIBBON FOOTER <br />l-EXISTING PAD FOOTERS <br />I hereby certify that I have reviewed this plan and found it to be in <br />corlpUance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W, Smith, RE, #53608 <br />SUITE <br />A <br />2007 <br />WAREHOUSE <br />393 <br />❑FFICE/L❑BBY/RESTR❑OM = <br />2400 <br />SUITE <br />B <br />2007 <br />WAREHOUSE <br />393 <br />❑FFICE/L❑BBY/RESTR❑OM = <br />4800 <br />EXTERIOR DOOR AND WINDOW SCHEDULE <br />PLAN <br />SIZE/TYPE <br />FRAME <br />HARDWARE <br />A <br />3/4'X7'0' GLASS STORE FRONT <br />BRONZE ALUMINUM <br />KEY CELINDER EXTERIOR <br />3'0'X7'0' FIXED GLASS <br />DTDHUMBCCLTLUgRgNNERRINTERIOR <br />ABARLOWOSILL <br />WIND PRESSURE +31. 38 -39. 37 <br />U-VAL = .45 MIN <br />SHGC = .35 MIN <br />B <br />12'0'X10'O' COMMERCIAL <br />N/A <br />TYPICAL HARDWARE <br />ROOL UP DOOR <br />WIND PRESSURE +30. 0 -36. 70 <br />C <br />3'0'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER KEY LOCK <br />DOOR CLOSER <br />ADA LOW SILL <br />WIND PRESSURE +33. 63 -43. 86 <br />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 />AADDAA LEVER KKLEY LOCK <br />1 HOUR FIRE RATED <br />1 HOUR FIRE RATE <br />DOORCLOSER <br />U-VAL = .35 MIN <br />5 <br />R-VAL = 2.85 M I N <br />2 <br />3/4'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER PRIVACY LOC <br />3-4. 5 HINGES <br />3 <br />3'0'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 rgoUhardt®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,FL❑RIDA 33525 SCALE DATE JOB NO. <br />PHONES 813-469-2289 E-MAID drsf 1pebarthl ink, net DO NOT SCALE 9 OCT 2020 <br />DESIGN/DRAWN CHECKED 2020-1003 <br />LICENCE #53608 R. GOLLHARDT DAS.,p.e. <br />