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§uj <br />uj <br />I V) <br />N <br />CONTINIOUS C-CHANNEL METAL TRACK ROOF DECK <br />FASTEN WITH #8-18 WAFERHEAD FRAMI <br />SCREWS IN EACH TRUSS CONNECTION <br />"ROOF DECK <br />z--6' STEEL STUD 2 HOUR FIRE WALL <br />EE U404 —19 INSULATION 0� \_(1) #10 SCREW <br />B WALL TO HAVE R PER STUD FLANGE <br />III <br />DOUBLE u r_j kAE1 I STEEI qTHR C 16" 0 C <br />LAYER, FULL <br />A HEIGHT 5/8" <br />/ \-TYPE X <br />0 GYPSUM <br />BOARD ON <br />EACH SIDE OF <br />STUD WALL <br />INIFT1,11101: UTT <br />STUD BASE DETAIL <br />FRAMING NOTM <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 />6' STEEL STUD 2 HOUR FIRE WALL <br />SEE U404 DETAIL ON SUBMITTAL SHT <br />WALL TO HAVE R-19 INSULATION <br />%V, 1j <br />// -j ENLARCE"I CIRCLE "B" <br />2 LAYERS 5/8x <br />GYPSUM BID FASTEN 5/8x GYPSUM BOARD TO STEEL <br />ID RUNNER5 H - <br />p. MAX DONYWLMES <br />We - . <br />TYPICAL EACH SIDE <br />ATTACH 8' STEEL TRACK TO EACH STEEL <br />STUD IN WALL WITH 3-#8X3/4' SMS AFTER <br />FIRE WALL IS BUILT, <br />Kw -- <br />CEILING JOIST FRAMING PLAN <br />METAL STEEL STUD 0 16" O.C. <br />-CONTINIOUS C-CHANNEL METAL TRACK <br />FASTEN WITH HILTI X-U UNIVERSAL <br />KNURLED -SHANK PAF'§ 0 24- O.C. <br />I (EMBEDMENT = 1 1/4 <br />(1) #10 SCREW <br />PER STUD FLANGE <br />ENLARGED CIRCLE 'PAP' <br />6" YETAL STUD WALL <br />(1) #10 SCRI <br />PER STUD FL <br />MOVE) <br />CEILING JOIST DETAIL <br />'--,ATTACH 8' STEEL JOIST TO TOP <br />OF WALL WITH FRAMING CLIP WITH <br />2-#BX3/4' SMS AT STUD AND TOP <br />�D OF WALL <br />"ATTACH 8' STEEL JOIST TO TRACK <br />WITH 1-#BX3/4' SMS EACH SIDE <br />FENER <br />TO 8" <br />ARGED CIRCLE Y11 <br />'AL STEEL STUD 0 16" O.C. <br />(ALIGNED <br />ITH JOIST <br />ABOVE) <br />CONTINIOUS C-CHANNEL METAL TRACK <br />FASTEN WITH HILTI X-U UNWSAL <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 />DIST <br />a <br />i <br />00 <br />EXISTING 14'X12' RIBBON FOOTER <br />EXISTING PAD FOOTER! <br />lot <br />0 110 <br />SUITE A SUITE B <br />STUD SCHEDULE <br />FLOOR <br />SIZE/SPACING <br />BOTTOM TRACK <br />TOP TRACK <br />BRIDGING <br />NOTE <br />IST <br />Yg) ktWjOP <br />'; A �r <br />?'Aql I% L AV E <br />- 41E (1) H <br />g� <br />jrTD'geK ql%N <br />E <br />4 RO�Tr �5 0 - SP P <br />C 813"13) A <br />T (7/ G <br />C <br />11 U �Ap,��LW/ <br />I 4N ACH <br />J�M %1% <br />UD <br />17'-0' MAX <br />2; V ty%�TktWJOP <br />jr, -1 <br />A H LANGE <br />LA <br />E g1j, (3j > H <br />I& �JA T�- <br />%FTq <br />�RDT - 813 A13) AS� IP <br />ACVO <br />(7/ M G <br />_�VA%LW/ <br />N SU H @ EACH <br />10414113�YE�j, <br />VUD <br />25'-0' MAX <br />R-19 INSULATION <br />3 5/fr STRUCTURAL STEEL HEADER <br />5/ir STRLXTURAL STEEL STUDS <br />e' STRUCTURAL STEEL CEILING I <br />HOUR FIRE RATED, SEE DETAIL L524 <br />ATTACHED INSTALLATION SHEETS <br />3060 'CA 'N '0 ON <br />RATED ITLYOPAD SLEARITNEGRWARLLN <br />A3 5/8' NON STRUCTURAL STEEL STUDS <br />R ITI&R JIMII;p �ZL GYPSUM BD <br />f3 5/8' NON STRUCTURAL STEEL TRACK <br />N;TVT6A10j�UfVSWWL %H SEARE <br />WITH MASONRY SHOT PINS AT 16' D.C. <br />0 <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-*IOXI' SDS AT EACH SIDE <br />OF STUD <br />5/ <br />M <br />3 <br />W <br />I <br />I <br />x <br />N <br />5 <br />T <br />8 <br />H <br />G <br />R <br />8 <br />Y <br />I <br />OF STU <br />3 5/8' STRUCTURAL STEEL STUDS <br />P <br />S <br />3 <br />S <br />U <br />T <br />I <br />STC1 <br />1 AKROPikE RATED WALL SEE DETAIL <br />I <br />U404. WALL TO HAVE R-13 INSULATION <br />3 5/8' STRUCTURAL STEEL TRACK <br />g;T T 6 - .9&SDSWAT E�EHSLSAJE <br />�T6J b RE ALL <br />i <br />WITH MASONRY SHOT PINS AT 16' D.C. <br />EXISTING 6' THICK 3000#psi CONCRETE <br />WITH WIRE MESH OVER 6 KIL VISQUEEN AND <br />CLEAN COMPACT TERMITE TREADTED SOIL. <br />BUILDING CUT SECTION DETAIL <br />FLOOR PLAN <br />EXISTING STEEL COLUMN BEAM <br />�EXISTING CEILING INSULATION <br />EAVE HEIGHT @ REAR <br />EXISTING STEEL WALL PANEL <br />EXISTING WALL INSULATION <br />LO <br />i 7"��EXISTING 14'XI2' RIBBON FOOTER <br />EXISTING PAD FOOTERS <br />L <br />SUITE <br />A <br />2007 <br />WAREHOUSE <br />393 <br />OFFICE/LOBBY/RESTROOM = <br />2400 <br />SUITE <br />B <br />2007 <br />WAREHOUSE <br />393 <br />OFFICE/LOBBY/RESTROOM = <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 />THUMB TURN INTERIOR <br />XBRR LEVEL <br />WIND PRESSURE +31,38 -39.37 <br />U-VAL .45 MIN <br />SHGC .35 MIN <br />B <br />12' 0' XIO' 0' 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 />I <br />3/4'X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER KEY LOCK <br />1 HOUR FIRE RATED <br />I HOUR FIRE RATEE <br />DOOR CLOSER <br />ADA �OWIS6h <br />U-VAL = .35 MIN <br />3-4. H N <br />R-VAL = 2.85 MIN <br />2 <br />3/4' X7'0' FLUSH HOLLOW METAL <br />STEEL <br />ADA LEVER PRIVACY LOCX <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 rgollhardt@tampabay.rr.com <br />D.W.SMITH,M.S.,P.E.#53608 FLOOR PLAN I SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERINC CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY FLORIDA 33525 SCALE <br />PHOND1313-469-2289 E-NAIL: 6sf1pe@earth1 ink, net DO NOT SCALE <br />DESIGN/DRAWN <br />ER LICENCE #53608 R. COLLHARD <br />I hereloy certif y that I have reviewed this plan and f ound it to loe in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, RE, #53608 <br />9 OCT 2020 <br />CHECKED <br />DAS.,p.e. <br />2 OF 7 <br />JOB NO. <br />2020-1003 <br />