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I I I 1 u 1 1 1 1 i I I 11 1 1 1 1 1 Ilp L"' IIIfllr I I I <br />- _ I I I 1 1 114 I 1 <br />/43 MIL MIN. <br />__ <br />✓ \THICKNESS <br />III SCREW <br />ATTACHMENT <br />CLIP ANGLE <br />\I [LENGTH = 80% OF <br />STUD DEPTH (D)] <br />COLD•ROLLED <br />\J CHANNEL <br />STUD <br />FINISH <br />SCREW <br />ATTACHMENT <br />TRACK <br />- CLIP TRACK FLANGE <br />AT LAP JOINT <br />BRIDGING WITH CLIP ANGLE WALL FRAMING -CORNER TRACK LAP -- <br />SCALE NTS SCALE:NTS SCALE NTS <br />{ <br />- <br />- CRIPPLE STUD <br />INFILL STUD <br />- CRIPPLE STUD <br />INFILL STUD <br />HEADER TRACKS <br />t k k1 x I <br />f <br />HEADER TRACKS HEADER X, ✓ f - TRACK PIECE <br />f <br />/ MEMBERS <br />HEADER <br />MEMBERS <br />�! JAMB <br />ANGLE <br />Cl mod' \i JAMB <br />ANGLE � <br />r BASE TRACK <br />ADDITIONAL - <br />ANCHORAGE <br />ADDITIONAL— <br />ANCHORAGE <br />R JAMB <br />7 A BEARING HDR - DOUBLE BACK TO BACK JAMB -- <br />I LOAD BEARING HEADER -SINGLE JAMB - � LOAD BEAR - _ - <br />SCALE:NTS SCALE:NTS SCALE NTS <br />TRACK BLOCK PIECE <br />TO MATCH WALL STUD <br />CLIP FLANGE AND BEND <br />INSTALL _ O.C. <br />FRAMED WALL <br />SCREW ATTACHMENT <br />TAUT FLAT STRAPS <br />� 111 <br />I�BRIDGING - DOUBLE FLAT STRAP WITH BLOCKING 13G <br />SCALE: NTS <br />MlTaV IL T imm C w m <br />L141>t:TJI1:i <br />SCREW ATTACHMENT <br />SECTION A -A <br />A- <br />-TOP TRACK <br />- STUD <br />L.V.F. -� <br />I � II <br />STUD -� — TS SUPPORT <br />POST <br />It EMBED <br />III FLUSH WITH <br />CONCRETE <br />k <br />BASE TRACK FLOOR � � <br />Xj 4 < <br />° <br />BASE TRACK INSTALL DEFLECTION TRACK @ NLB WALL ATTACHMENT AT STEEL COLUMN <br />SCALE: NTS SCALE NTS SCALE NTS <br />INFILL STUD - CRIPPLE STUD <br />I, <br />� 1 <br />HEADER TRACKS <br />JAMB <br />III ✓, <br />I � J <br />ADDITIONAL - <br />ANCHORAGE <br />JAMB <br />INFILL STUD - CRIPPLE STUD <br />k <br />tom^ x <br />HEADER TRACKS TRACK TRACK PIECE <br />i <br />JAMB <br />k <br />ADDITIONAL <br />ANCHORAGE <br />BASE TRACK <br />,- ANCHORAGE <br />KICKER <br />CLIP ANGLE <br />SCREWATTACHMENT <br />CEILING LINE � II <br />MAX. 45 <br />SCREW ATTACHMENT <br />STUD <br />A it <br />10 NLB HEADER WITH SINGLE JAMB NLB HEADER WITH BACK TO BACK JAMB NLB WALL ABOVE CEILING WITH KICKER TO ROOF <br />-SCALE:NTS 11 SCALNTS 12 SCALE: NTS <br />FRAMED WALL, SEE / <br />PLAN FOR SIZE 8 <br />SPACING <br />NOTE <br />STUD <br />1. X•BRACE TO BE PRE -TENSIONED SO LATERAL LOAD IS IMMEDIATELY <br />FINISH � � �, � I � � � �i <br />TRANSFERRED TO THE X•BRACE WITHOUT MOVEMENT IN THE WALL <br />/ ii <br />SURFACE � BEFORE LOAD IS TRANSFERRED. <br />SCREW <br />` ATTACHMENT <br />TRACK BLOCK PIECE \ �� DOUBLE STUD BACK TO BACK EACH \ \ 16 GA PRE -TENSIONED STRAPS <br />TO MATCH WALL STUD `i/� \ END OF BRACING. FASTEN TOGETHER i (SEE PLAN FOR DOUBLE OR SINGLE APPLICATION) <br />CLIP FLANGE AND BEND CONTINUOUS TRACK TAUT FLAT STRAP <br />— yyi 2•12 HWH AT 12' CiC VERT / <br />INSTALL O.C. W\ \ CLIP FLANGES AT EA. STUDS TOP TRACK, MATCH STUD <br />\ ✓ w GAGE. <br />FRAMED WALL - i� �� - SCREW ATTACHMENT <br />BACKING AT LIGHTLY LOADED WALLS STEEL STUD, SEE PLAN <br />FINISH �� 15 'r SCALE NTS - -- L - - 1�87 <br />CALE• NTS LIGHTLY LOADED WALLS - - - - -- FOR SIZE AND SPACING ---i- w <br />SURFACE - - -- - - - - - - - . - - <br />SCREW <br />\� ATTACHMENT - - - NOTE: ALL SCREWS USED TO CONECT LGS <br />600S162 33 - 6n_STUD 1.625 LIP 20 GAGE <br />TAUT FLAT STRAP - -- _- - - FRAMING MEMBERS SHALL BE #10 HWH-I <br />� <br />SSMA (MILS) _GAGE SELF TAPPING. LGS TO STEEL SHALL BE II <br />19 f 25 m14 SELF TAPPING OR 3i4" GAS OR <br />BRIDGING - SINGLE FLAT STRAPWITH BLOCKING_ <br />SCALE NTS <br />1.25' PAF OR 1i4' 8 SELF TAPPING / �I <br />27 22 POWDER ACTUATED (PAF) FASTENERS W/ CONCRETE SCREWS AT 12' INTO SLAB <br />SIMPSON S/HTT14 HOLOOWN FASTENEOTO STUD W/ <br />30 20 - DRYWALL MIN 3,18" EMBED, UNO ON PLANS. 14812 SELFTAPPING SCREWS. <br />33 20 - STRUCTURAL BASE TRACK MATCH STUD GAGE -' <br />43 18 <br />i <br />54 16 18 912 HWH EACH SIDE, EACH END <br />69 14 5/8'8 A307 ALL -THREAD EPDXY ANCHORS AT BASE. MIN 4' J <br />EMBED USE 1i4'THK 1.5' SQUARE WASHER <br />97 12 <br />-- - - - - - <br />SSMA GAGE CONVERSIONS NOTES - <br />_ 17 <br />I� 1819 ' X-BRACING (AS_ REQUIRED, SEE PLANS) <br />- -------- -------- <br />SCALE NTS SCALE NTS SCALE NTS <br />;LIGHTNING STEEL CG19-014 <br />ICIGICONNELLY GROUP <br />C 0 N 6 U LT I N 0 ! N 6 III ! E R IIIr2 200 2nd Ave South - #465 . St Petersburg, FL 33701 <br />Q lnfo0connellyenglneering.com <br />S2 m 813. 232. 8448 (F) 800. 698. 1945 <br />n wWW.conneIIyengIneerIng.Com <br />N <br />PROJECT I <br />OW INB.AIpow INTENT DATA <br />APEROT MUED ew1L K CMTRCCTEO TO HE A LR;oBE M PROCfEOW TN THE WmE <br />(u ANONOT 0UTNmen•TOnwTLCwNxi.ALTER ORSET A.ANT aFTHE <br />rNwwmle <br />\ OF THE TECHWAL CWEIL NOR SHALL eINANCE OF A PERMIT PREVENT THE eLE ORe DESIGNER <br />NFFU . FRIN THEREAFM MMM A CONIMTBN OF ENRmro B PLANS. <br />COMNTRIICTNNI OR VIO ATNNB OF THIN CODE. EMERY FERRET MO MALL BUM CRC <br />\ BYALEI UNLESS THE WORK AUTICRREO By NCR PEMNT B CDMM=WInBI SK Y <br />♦� M ITHS AFTER ITS WAKE, OR IF TINT wONE AunM ZM er NCR PEMRT IS DRAWN BY <br />lNPERIG OR MANUS FOR A PERIM OF 0MONTHS AFTER THE THE THE WORK IN <br />JJC <br />W WE HENENY MMFY nIT THERE PLANS AM MUTNMB COMLY WITH THE <br />-- - -- <br />Q SFE <br />I EwEIENTS OF THE APP-CABLE BULu COME SPECIFEO ON THE TITLE SHEET CHECKED <br />o CRC <br />0 <br />CL <br />J 'V <br />I� <br />W <br />W <br />CD Si/ <br />FBC <br />v <br />�n <br />6TH EDITION <br />cu <br />(2017) <br />w <br />CONNELLY GROUP CONSULTING ENGINEERS AND THEIR <br />AGENTS, RESERVES THE RIGHT TO REVISE DETAILS <br />LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT <br />IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE <br />o DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN <br />E— CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD <br />W W VERIFICATION. <br />�I <br />W N <br />O O <br />Q c <br />cn O Cn <br />w <br />C3 >NNN J <br />F= I W LNLe <br />� Z V cn <br />Z J <br />cn <br />a- <br />v J U <br />o l = c3 In >- <br />LL LL CU <br />I � 3 O W II <br />I J Z <br />DRAWING SETS <br />REVIEW 11.14.18 (Ol) • W.04.IB 10lI _ - -- — _ - _ - - -- <br />BID 00.00.00 <br />PERMIT (80 REVIEW) 09,06.19 <br />PROFESSIONAL SEAL <br />DATE SEALED SEPTEMBER S, 2019 <br />Ro --0, <br />°ems' <br />LU CHRISTOPHER R. CONNELLY, PE <br />CL <br />PE•FLB3888 i CA -FL 28841 <br />J LIGHT GAGE STEEL FRAMING <br />DETAILS <br />S300 <br />cnI <br />