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FA <br />ROOF DECK <br />mint I I I <br />z <br />:5 <br />uj uj <br />- Ld <br />li V) F4 <br />CONTINIOUS C—CHANNEL METAL TRACK ROOF DECK <br />FASTEN WITH #8-18 WAFERHEAD 120 <br />SCREWS IN EACH TRUSS CONNECTION > <br />6' STEEL STUD 2 HOUR FIRE WALL <br />SEE U404 <br />WALL TO HAVE R-19 INSULATION <br />DOUBLE <br />LAYER, FULL <br />HEIGHT 5/8" <br />TYPE X <br />GYPSUM <br />2 LAYERS 5/8x <br />BOARD ON GYPSUM BD <br />EACH SIDE OF <br />STU D WALL <br />PLAN VIEW I I I I � <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 />A' �\TFFI '�TIID P HF111P FTI?F W41 I <br />ATTACH 8' STEEL TRACK TO EACH STEEL <br />��i In � I, I I — I 1 11 -1 1 - —1- 1 . . —1- A I: - <br />I LK <br />CEILING JOIST FRAYING PLAN <br />4,, <br />L <br />(1) #10 SCREW <br />PER STUD FLANGE <br />METAL STEEL STUB @ 16" O.C. <br />ENLARGED CIRCLE ""B" <br />FASTEN 5/8x GYPSUM BOARD TO STEEL <br />STUD AND RUNNER$ WITH 1" DRYWALL <br />�CpEq,, SSjr -C. MAX ON EDGES <br />N . E� �IEL%. <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 0 24" O.C. <br />>) (EMBEDMENT = 1 1/4") <br />(1) #10 SCREW <br />PER STUD FLANGE <br />ENLARGED CIRCLE "All <br />01� <br />b METAL STUD WALL <br />(1) #10 SCRI <br />PER STUD FL <br />WITH JOIST <br />ABOVE) <br />CEILING JOIST DETAIL <br />,TTACH 8' STEEL JOIST TO TOP <br />IF WALL WITH FRAMING CLIP WITH <br />,—#BX3/41 SMS AT STUD AND TOP <br />!F WALL <br />TTACH 8' STEEL JOIST TO TRACK <br />ITH 1—#8X3/4' SMS EACH SIDE <br />FENER <br />TO 8" <br />ARGED CIRCLE I�U� <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'S 0 24" O.C. <br />(EMBEDMENT = 1 1/4") <br />ICRETE SLAB <br />ENLARGED CIRCLE "D" <br />WEB STIFFENER <br />�10 SCREW TO 8" <br />JOIST <br />00 <br />EXISTING 14'X12' RIBBON FOOTER— <br />EXISTING PAD FOOTERS—/ <br />40'--- i0l w <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 />40OS162 — 43 (33) @ 16' <br />lkh %FACHI�7�1 TR <br />A 2 EJIP <br />TTOM St% <br />400TI25 — 43 (33). ATTACH <br />IF,�K 0.15 <br />RAF EVE @ 11, )�.P' <br />40OT250 — 43 (33) SLIP <br />TRACK (7/8, MAX Go ;P <br />%p �O�YER,fVAON�LW/ <br />E A <br />SIMPSON SUBH @ EACH <br />17'-0' MAX <br />EACH FLANGE <br />STUD <br />60OS162 — 43 (33) @ 16' <br />D.C. ATTACHED TO TRACK TOP <br />AND BOTTOM W/#12 SCREW <br />600TI25 — 43 (33). ATTACH <br />TO DECK W/(2) 0.157 X(— <br />PAF (I- EMBED) @ 16' 0'�' <br />6COT250 — 43 <33) SLIP <br />TRACK (7/8' MAX GAP <br />CRL L G�A�NELW/ <br />ARE�01_ ER,_p <br />S AT AX <br />SIMPSON SUBH @ EACH <br />25'-0' MAX <br />EACH FLANGE <br />STUD <br />R-19 INSULATION <br />3 5/8' STRUCTURAL STEEL HEADER <br />3 5/8' STRUCTURAL STEEL STUDS <br />I AKROPikE RATED WALL SEE DETA <br />U404. WALL TO HAVE R-13 INSULAI <br />8' STRUCTURAL STEEL CEILING 1 <br />HOUR FIRE RATED. SEE DETAIL L524 <br />ATTACHED INSTALLATION SHEETS <br />%-35/8' NONSTRUCTURAL STEEL TRACK <br />WITH I-#IOXI' SDS AT EACH SIDE <br />OF STUD <br />3068 TYPICAL INTERIOR NON <br />FIRE RATED I LOAD BEA <br />DOOR /3 5/8' NON STRUCTURAL STEEL STUDS <br />R 16' 11. C. WITH 1/2' GYPSUM BD <br />AT EACH SIDE OF WALL <br />0. C. <br />-5/8x CEILING TYPE GYPSUM BOARD <br />//"��",'5/8x GYPSUM BOARD TYPICAL EACH SIDE <br />MIN R—lJ INSULATION <br />3 5/81_STRUCTURAL STEEL TRACK <br />WITH #IOX1' SDS AT EACH SIDE <br />OF STUD <br />3 5/8' STRUCTURAL STEEL STUDS <br />@ 16' 0. C. <br />1 HOUR FIRE RATED WALL SEE DETAIL <br />U404, WALL TO HAVE R-13 INSULATION <br />3 5/8;_STRUCTURAL STEEL TRACK <br />WITH #lOX1' SDS AT EACH SIDE <br />OF STUDS SECURE WALL TO SLAB <br />WITH MAShNRY SHOT PINS AT 16' 0, C, <br />EXISTING 6' THICK 3000W)sl CONCRETE <br />WITH WIRE MESH OVER 6 1 L VISQUEEN AND <br />CLEAN COMPACT TERMITE TREADTED SOIL. <br />BUILDING CUT SECTION DETAIL <br />EXISTING STEEL COLUMN BEAM <br />—EXISTINGCEILING INSULATION <br />FLOOR PLAN <br />EAVE HEIGHT @ REAR <br />EXISTING STEEL WALL PANEL <br />EXISTING WALL INSULATION <br />i L__7'��EXISTING 14'X12' RIBBON FOOTER <br />EXISTING PAD FOOTERS <br />I hereby certif y that I have reviewed this plan and f ound it to be in <br />comp(lance with ASCE 7-10 and the Roricla Bultding Code 2017 6th Edition <br />David W, Smith, RE, #53608 <br />CD <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'O' GLASS STORE FRONT <br />BRONZE ALUMINUM <br />KEY CELINDER EXTERIOR <br />3'0'X7'0' FIXED GLASS <br />THUMB TURN INTERIOR <br />DOOR CLOSER <br />ADA LOW SILL <br />WIND PRESSURE +31, 38 —39. 37 <br />U—VAL .45 MIN <br />SHGC .35 MIN <br />B <br />12' O'XIO' 0' COMMERCIAL <br />N/A <br />TYPICAL HARDWARE <br />RDDL 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 />1 HOUR FIRE RATED <br />I HOUR FIRE RATED <br />DOOR CLOSER <br />ADA LOW SILL <br />U-VAL = .35 MIN <br />3-4.5 HINGES <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 COLLHARDT — DRAFTSMAN <br />3761 CORREIA DR 813-781-3651 <br />ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com <br />D.W.SMlTH,M.S.,P.E.#53608 FLOOR PLAN SHEET OF <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 7 <br />PROJECTS ENCIATEERINC CONSULTANT <br />9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. <br />PHONE,813-469-2289 E-MAIL1 dwsf ipe@earthl ink, net DO NOT SCALE 9 OCT 2020 <br />DESIGN/DRAWN CHECKED 2020-1003 <br />ENGINEER LICENCE #53608 R. GOLLHARDT D.W.S.,p.e. <br />79 <br />