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LINER PANEL BY PEMB MFG . WHERE REQUIRED <br />PEMB SIDEWALL COLUMN <br />BEYOND <br />PEMB WALL PANEL AND <br />BYPASS GIRT / <br />I , <br />20 GAGE EDGE ANGLE PER - j <br />MFG SPECS. RUN PANEL 6" \ - TIE -BAR TRANSVERSE REINF. <br />PAST TOP OF SLAB SEE SCHEDULE. LAP 12' MIN <br />\' 6 WITH WWM OF MAIN SLAB <br />CONT WALL FOUNDATION �� i } SLAB ON GRADE, SEE PLAN <br />F.G (V.LF_X_ J4L <br />6 MIL VB, TYP UND <br />I <br />1-85 CONT <br />NOTE: <br />1. BACKFILL WITH CLEAN AND COMPACTED SOIL (COMPACT TO 95% <br />MODIFIED PROCTOR ASTM 01557). <br />2. PROVIDE MIN 3" COVER FOR ALL REINFORCEMENT. <br />3. ALL STEEL FOR WALL AND FOUNDATION SHALL RUN CONT THROUGH <br />PILASTER. <br />1 TYPICAL PERIMETER EXTERIOR FOUNDATION <br />SCALE: 3/4"=1'-O" <br />/ MAIN COLUMN FOUNDATION <br />SEE SCHEDULE. <br />2'-6" <br />i <br />483 TIES 0 2" TOP �D <br />AND BOT, BALANCE nI <br />AT 6" C/C <br />-1446 VERT <br />5 PILASTER TYPE P-1 <br />SCALE: 3/4"=1'-O" <br />METAL DECKING <br />ACOUSTICAL CEILING GRID <br />WIRE <br />ROOF PURLIN <br />CONTINUOUS -\ <br />STEEL TRACK SEES <br />PLAN. 1 S. <br />ACOUSTICAL CEILING <br />WIRED TO <br />ROOF MEMBERS <br />INTERIOR WALL DETAIL @ ENDWALL <br />— SCALE 3i4"=1'-0" - _ - — - <br />--- - — - - I_ - I - - - -J3_ .. --'- <br />_ 5 <br />METAL DECKING <br />EXIST PEMB PURLIN \ <br />\ ACOUSTICAL CEILING GRID <br />WIRE <br />382ST150-30 CONTINUOUS <br />STEEL TRACK UNOONN.CONTINUOUS <br />ACOUSTICAL CELING <br />WIRED TO EXISTING <br />ROOF TRUSSES <br />FASTEN TRACK TO STUD USING 7/5s' <br />DIA SHARP POINT <br />PAN HEAD SCREWS - <br />1 II <br />Sib' GYPSUM EACH SIDE <br />STEEL STUDS AT <br />24" C/C. UNO AS INDICATED <br />ON PLAN, TYPICAL ALL INTERIOR STUDS. <br />— R•13 WALL INSULATION, WHERE <br />ANCHOR TRACK TO <br />REQUIRED, SEE PLAN <br />CONCRETE SLAB WITH 3/4" ��� <br />LONG POWDER <br />ACTUATED FASTENERS 0 <br />24" C/C II� <br />��' CONTINUOUS STEEL TRACK UNO <br />ON PLAN. <br />_ y 1' <br />INTERIOR WALL DETAIL @ ACOUSTICAL CEILING - <br />SCALE: 3i4"=1'-0" <br />j 4 EXTERIOR PANEL WALL <br />SCALE: 1.5"=1'-0" <br />5/8' GWB OVER 182SI25.18 FURRING <br />CHANNELS @ 24" C/C OVER 6.25' BATT <br />WALL INSULATION TOTAL R=19. <br />INSULATION TO BE INSTALLED PRIOR TO <br />INSTALLATION OF FURRING CHANNELS. <br />VAPOR BARRIER SHALL BE CONTINUOUS <br />AND FACING THE EXTERIOR. INSTALL LINER <br />PANELS PER PEMB MFG WHERE SPECIFIED, <br />SEE PEMB PLANS AND SPECS <br />PEMB WALL FRAMING <br />,LIGHTNING STEEL CCi19-014 <br />F _F CONNELLY GROUP <br />c G� CONSULTING ENGINEERS <br />Q200 2nd Ave South - #465 - St Petersburg, FL 33701 <br />I nfoQcon nellyeng Ineeri ng. com <br />(T) 813. 232. 8448 (F) 800. 698. 1945 <br />w WWW.connellyengineering.com <br />r FW LIAPTEpi PROJECT <br />IDS4.IPERTWENT. DATA <br />O A POW EMEO RIALLM CMSTRLCTEO M EE A LCOW TO PRW= WrTN THE WORK <br />CU AND NOT AS ALITI"NTT M VIOLATE. CAMIA. ALTER OR MET AM ANT OF TIE PROVO= <br />1% OP TIME TIMWAL CODES. NM NMLL WI MCE OF A PERT PRENMIT THE MUL"M DESIGNER <br />O OFFICAL FROM PLM <br />CONSTRICTION OR T�'p" COOL EVM POW "MXAKI. EECOLE CRC <br />EIVALIO ULEM TIE WORK AUTIOM ST NmLI PEROT E COMLMCOM WnIM W <br />In EONTNB AFTER ITS INI A ". OR F THE WORK WTHIN EO ST RICH PEROT N <br />SUSPENDED ORAMNtlNEO FOR A PERIOD OF MN NOMI/IM AFTER THE TIME TM WOE( IS DRAWN BY <br />coNLExDEa JJC <br />QWE IOM" WIT!" MT TIEM PLAM AM BP IIMTWM COIFLT w Tx THE <br />REOLEEEEMrN OF TIE APPLMa�E MUM COMM SPIRIM ON TIE TITLE NEST - CHECKED <br />p CRC <br />O <br />IL y <br />W <br />W <br />CD <br />a, <br />�I FB <br />C I, <br />6TH EDITION <br />to <br />CU <br />(2017) <br />m <br />a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR <br />AGENTS, RESERVES THE RIGHT TO REVISE DETAILS <br />LU <br />SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT <br />IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE <br />Cl) DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN <br />I— CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD <br />W <br />W VERIFICATION. <br />— <br />� =I <br />I I <br />W <br />C3 <br />Ln <br />cn <br />Q <br />c <br />Q <br />cn <br />U. <br />E= <br />Z <br />W <br />C3 <br />Ci <br />cn <br />Z <br />!ate_ <br />cn <br />II = <br />Ci <br />U <br />a In <br />= <br />wi O <br />W <br />z �t <br />N <br />_.REVIEW <br />DRAWING SETS <br />11.14.18 (00. 12.04.18 (Del <br />am <br />00.00.00 <br />PERMIT 180 REVIEW) <br />09.08.18 <br />PROFESSIONAL SEAL <br />DATE SEALED: SEPTEMBER 8, 2018 <br />0� <br />JN <br />38 <br />O <br />W <br />CHRIETOPHER R. CONNELLY, PE <br />PE•FL83886 <br />i CA -FL 28841 <br />a <br />DETAILS <br />r~ <br />m <br />9201 <br />cl)— <br />