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lz <br />0 <br />m <br />w Lj <br />_j LIJ <br />1 0 <br />11 <br />CONTINIOUS C-CHANNEL METAL TRACK ROOF DECK <br />FASTEN WITH #8-18 WAFERHEAD FRAMI <br />SCREWS IN EACH TRUSS CONNECTION <br />- p <br />,ROOF DECK 6' STEEL STUD 2 HOUR FIRE WALL <br />�_(l) #10 SCREW <br />SEE U404 <br />//",—WALL TO HAVE R-19 INSULATION <br />� � u PER aluD FLANGE <br />Nis <br />DOUBLE METAL STEEL STUB @ 16" 0 C_ <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, I IZ T P_ Pl 'RTI ITI P Hnill? FTPF WAI I <br />2 LAYERS 5/8x <br />GYPSUM BID <br />ATTACH 8' STEEL TRACK TO EACH STEEL <br />"TI IT) 4ZMlQ' AC'_TV'0 <br />TKI LIAI I I.ITTU 0_40V':)1Aff <br />CEILING JOIST FRAYING PLAN <br />ENLARGED CIRCLE "B" <br />FASTEN 5/8x GYPSUM BOARD TO STEEL <br />STUD AND RUNNER5 WITH 1- DRYWALL <br />�kREYJ_SSn MAX ON EDGES <br />_C' <br />�IELW <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 />(1) #10 SCREW <br />PER STUD FLANGE <br />ENLARGED CIRCLE "All <br />01� METAL STUD WALL <br />(1) #10 SCRI <br />PER STUD FL <br />WIfH JOIST <br />ABOVE) <br />CEILING JOIST DETAIL <br />iTTACH 8' STEEL JOIST TO TOP <br />IF WALL WITH FRAMING CLIP WITH <br />'-#BX3/4' SMS AT STUD AND TOP <br />V WALL <br />TTACH 8' STEEL JOIST TO TRACK <br />ITH 1-#8X3/4' SMS EACH SIDE <br />WEB STIFFENER <br />10 SCREW TO 8" <br />JOIST <br />FENER <br />TO 8" <br />60 <br />ARGED CIRCLE licil <br />AL STEEL STUD @ 16" O.C. <br />EXISTING 14'X12' RIBBON FOOTER <br />(ALIGNED EXISTING PAD FOOTERI <br />ITH JOIST <br />ABOVE) <br />CONTINIOUS C-CHANNEL METAL TRACK <br />FASTEN WITH HILTI X-U UNIVERSAL <br />KNURLED -SHANK PAF'S 0 24" D.C. <br />(EMBEDMENT = 1 1/4-) <br />ICRETE SLAB <br />ENLARGED CIRCLE "D" <br />.01 ----40 <br />40 4 <br />SUITE A SUITE B <br />0 <br />STUD SCHEDULE <br />FLOOR <br />SIZE/SPACING <br />BOTTOM TRACK <br />TOP TRACK <br />BRIDGING <br />NOTE <br />IST <br />00S16j 4 Q ) @ 16' <br />% <br />400TI25 - 43 (33). ATTACH <br />D�ql< <br />)�8 <br />4ROT250 - 43 (33) SLIP <br />T ACK (7/8' MAX GAP <br />_PAO��LW/ <br />J�JM�pf�Nll�yjj, C <br />17'-0' MAX <br />A jap <br />3�� t% <br />ICH <br />�R F EVE F?l' <br />SU H III EACH <br />FLAN E <br />STUD <br />600SI62 4't% @ 16' <br />)T <br />60OT125 - 43 (33). ATTACH <br />T2510 - 43 (33) SJ_I <br />I?FA*CK (7/8' MAX GAP <br />RR�PEF� _!;o A <br />YEE, IjANN�LW/ <br />25'-0' MAX <br />I <br />��tV TOP <br />t EW <br />l <br />DflqK <br />R E4 ?11 )0. <br />F 0) <br />SIMPSON SUBH III EACH <br />EACH FLANGE <br />STUD <br />R-19 INSULATION <br />3 5/Ir STRUCTURAL STEEL HEADER <br />3 5/ir STRUCTURAL STEEL STUDS <br />I A&MkIE RATED WALL SEE DETA <br />U404. WALL TO HAVE R-13 INM"l <br />6' STRUCTURAL STEEL CEILING I <br />HOUR FIRE RATED. SEE DETAIL L524 <br />ATTACHED INSTALLATION SHEETS <br />k/ 11 <br />[3 5/8' NON STRUCTURAL STEEL TRACK <br />X 1-#IDXI' SIIS AT EACH SIDE <br />TYPICAL INTERIOR NON] <br />3068 LOAD BEA �LL <br />RATED <br />5/8' NON STRUCTURAL STEEL STUDS <br />IT I&R. J14I&I �/2' GYPSUM BD <br />ALL <br />a. C. <br />-5/Bx 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 #lOX1' SDS AT EACH SIDE <br />—OF STUD <br />3 5/8' STRUCTURAL STEEL STUDS <br />0 16' 0. C. <br />I HOUR FIRE RATED WALL SEE DETAIL <br />U404. WALL TO HAVE R-13 INSULATION <br />///-3 5/8' STRUCTURAL STEEL TRACK <br />WITH 1-#lOX1' SDS AT EACH SIJE <br />[IF STUDS SECURE WALL TO SLA <br />WITH MASbNRY 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 />EXISTING STEEL COLUMN BEAM <br />,- EXISTING CEILING INSULATION <br />FLOOR PLAN <br />EAVE HEIGHT @ REAR <br />EXISTING STEEL WALL PANEL <br />EXISTING WALL INSULATION <br />L_q I -_�'�EXISTING 14-X12' RIBBON FOOTER <br />EXISTING PAD FOOTERS <br />L <br />I hereby certif y that I have reviewed this ptan and f ound it to loe in <br />comptiance with ASCE 7-16 anol the Ftoriclo. Building Cocle 2020 7th Edition <br />David W. Smith, RE. #5360R <br />SUITE A 2007 WAREHOUSE 393 OFFICE/LDBBY/RESTROOM = 2400 <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' O'X7' 0' FIXED GLASS <br />THUMB TURN INTERIOR <br />RBRR LEVEL <br />WIND PRESSURE +31.38 -39.37 <br />U-VAL .45 MIN <br />SHGC .35 MIN <br />12'0'XIO'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 />ADA LEVER KEY LOCK <br />I HOUR FIRE RATED <br />1 HOUR FIRE RATEE <br />DOOR CLOSER <br />ADA, <br />U-VAL = .35 MIN <br />�OWIS&k <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 LOCK <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 COLLHARDT — DRAFTSMAN <br />3767 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 6 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 SCALE DATE JOB NO. <br />PHOND 813-469-2289 E-HAIb 6sf (pe@earthi ink, net, DO NOT SCALE 9 OCT 2020 <br />DESIGN/DRAWN CHECKED 2021-0406 <br />ENCilNiI_c_R LICENCE _iC 0�� JR., GOLLH/1"RIDT DAS.,p.e. <br />