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UL263 <br />GYPSUM BOARD- For exterior walls, 5/8" in thick, <br />Applied vertically with joints between multilayers <br />with 1 in, long Type S-12 self -drilling self -tapping <br />4 ft wide exterior gypsum sheathing bearing the UL classification as to Fire Resistance, <br />staggered, For 1 Hr Rating -one layer of gypsum sheathing fastened to steel wall panels <br />bugle head steel screws spaced 12" in O,C, <br />FRAMING NOTES: <br />1. LATERAL BRACING OF WALL MAY NOT BE REQUIRED ON COMPOSITE WALLS. CHECK WITH <br />LIMITING HEIGHT TABLES AND/OR DESIGN. <br />2. GYPSUM BOARD MUST BE APPLIED FULL HEIGHT IN THE VERTICAL ORIENTATION TO EACH STUD <br />FLANGE AND INSTALLED USING MINIMUM #6 TYPE S DRYWALL SCREWS SPACED A MINIMUM OF <br />12" O.C. TO THE FRAMING MEMBERS. <br />3. ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT OF ITEMS ATTACHED TO FACE OF <br />WALL. SEE WALL BACKING DETAILS. <br />FI14TN E WA LL D""ETAIL <br />5/8" TYPE X GYPSUM BOARD <br />FULL HEIGHT, EACH SIDE OF STUD <br />1 HOUR FIRE RESISTIVE WALL - U.L. DESIGN #U419 <br />SPRAY FOAM INSULATI❑N (ICYNENE) <br />CEILING MIN R-38 <br />E <br />E <br />EXISTING "C" CHANNEL <br />SPRAY FOAM INSULATI❑N (ICYNENE) <br />WALLS MIN R-19 <br />6" METAL STUD <br />112" GYPSUM WALLBOARD <br />ATTACHED WITH 5d COOLER NAILS <br />OR #8 DRYWALL SCREW AT 7" D.C. MAX <br />EXISTING CONCRETE SLAB <br />TYLIPICAL WALL SECTION <br />EXISTING 8" STEEL PURLINS <br />WITH METAL EXTERI❑R SIDING <br />cis <br />3068 12'X10' ROLL UP DR <br />6,_7" <br />a <br />WAREHOUSE <br />ci <br />_1f_ <br />" 6" METAL STUD <br />WITH 1 HR FIRE SEPERATI❑N fZ� <br />(2) 3080 STEEL DR 3- <br />a <br />3-0 <br />0 <br />34'-7" <br />3-0/ <br />a i <br />AREA FOR ❑F-F-ICE RESTR❑❑M <br />__�% <br />STORAGE 1. <br />7'-6" <br />30" CONCRETE BLOCK 00 <br />KNEE WALL 3068 0 <br />SH34 SH34 <br />L <br />V-3 'z, � I L�)- f k (_� S ( A. -A c-� ( ) Z' L, iA— C-fzJTJVJ_) <br />`e. ,�� •��G N��r •,�,is, <br />6" STEEL STUDS <br />_@ 24" D.C. <br />lallm I W!"lillIll I'M, <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, PEE, #53608 <br />