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STRUCTURAL GENERAL NOTES <br />L IGHTG AC-:;E t'IETAL FRA1 " I ING-r <br />LMF1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM <br />INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH <br />PLANS AND SPEGIFiGATIONS CIF PROVIDED). SUBMIT REPORTS TO <br />ARCHITECT AND ENGINEER. <br />LMF2 CONNECT STEEL STUDS AND TRACKS TO 436 STEEL OR CONCRETE <br />WITH (2) FASTENERS (PAP) AT EACH STUD, AND CONNECT STEEL <br />STUDS AND TRACKS TO EACH OTHER WITH (2) *a -la SCREWS AT <br />EACH STUD (TYPICAL UNLESS NOTED OTHERWISE). SEE <br />ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND EXTENTS <br />OF STEEL STUD WORK. <br />LMF3 <br />LMF4 <br />NOTE: "POWDER ACTUATED FASTENER (PAF)" REFERS TO 0.1450 <br />SHANK DOMED -HEAD, LOW -VELOCITY POWDER ACTUATED <br />FASTENERS AS MANUFACTURED BY POWERS RAWL OR APPROVED <br />EQUAL WITH MINIMUM CAPAGITIES AS FOLLOW&: <br />IN 3000 PSI <br />CONCRETE: 1 1/2" PENETRATION = 155# PULLOUT 4 225* SHEAR <br />IN 436 STEEL: 1/4" MATERIAL = 430# PULLOUT 4 660# SHEAR <br />(PIN MUST FULLY PENETRATE THE MATERIAL BY <br />1/4" MINIMUM) <br />STEEL STUDS SHALL MEET FOLLOWING DESIGN CRITERIA: GALV G-60 <br />A&TM A525, MINIMUM YIELD STRESS SHALL 5E 50,000 PSI FOR 12ga, 14ga, <br />16ga AND 33000 PSI FOR laga 4 20ga. <br />STUD SIZE <br />EFFECTIVE <br />MINIMUM I <br />EFFECTIVE <br />MINIMUM 8 <br />3 5/8"x16 GA <br />3549 <br />.438a <br />3 5/a"x1a GA <br />6941 <br />.3652 <br />3 5/8"x20 GA <br />.5354 <br />26Oa <br />4"xl6 GA <br />1.0752 <br />.502-1 <br />4"x1a GA <br />a-122 <br />.41-11 <br />4"x20 GA <br />.6722 <br />2589 <br />6"x16 GA <br />23033 <br />aa-12 <br />6 "xla GA <br />2.26-15 <br />.132a <br />6"40 GA <br />11427 <br />.5234 <br />0"x14 GA <br />6.94-1-i <br />L-1007 <br />a"x16 GA <br />5.62g4 <br />1.34-10 <br />,5"x1a GA <br />4.5454 <br />1.10-1a <br />a"x20 GA <br />3.4a-6 <br />.6684 <br />NOTES: <br />1. NOT ALL SIZES MAY 5E USED. SEE PLANS AND SECTIONS FOR <br />SIZE(S) REQUIRED, (SIZES AND GAGES ON STRUCTURAL DWGS <br />SHALL GOVERN OVER ARCHITECTURAL DLG&) <br />2. ALL SIZES SHALL HAVE 1-5/0" FLANGES. <br />BRACING DURING CONSTRUCTION: <br />PROVIDE 1 1/2'' GOLD -ROLLED CHANNELS OR HORIZONTAL STRAP <br />BRACING FOR WALLS IMMEDIATELY AFTER STUDS ARE ERECTED, <br />LMF5 EXECUTION: <br />POSITION STUDS VERTICALLY IN RUNNERS AND SPACE NO GREATER THAN <br />16". SECURELY ANCHOR EACH STUD TO RUNNER WITH (4) 00-10 <br />LOW -PROFILE SCREWS, TWO AT TOP AND TWO AT BOTTOM, WITH ONE <br />SCREW IN EACH FLANGE. TRACKS SHALL BE SECURELY ANCHORED TO <br />THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. AT TRACK BUTT <br />JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO <br />A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR <br />&PLIGED TOGETHER. JACK STUDS OR CRIPPLES SHALL BE INSTALLED <br />BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AT FREE <br />STANDING STAIR RAILS, AND ELSEWHERE TO FURNISH SUPPORT, AND <br />SHALL 5E SECURELY ATTACHED TO SUPPORTING: MEMBERS. PROVISIONS <br />FOR STRUCTURE VERTICAL MOVEMENT SHALL BE PROVIDED WHERE <br />INDICATED ON THE PLANS. SPLICES IN AXIALLY LOADED STUDS SHALL <br />NOT BE PERMITTED. <br />LMF6 EXTERIOR SHEATHING: <br />ATTACH GYPSUM SHEATHING TO EXTERIOR OF EACH STUD WITH 1" <br />TYPE(S) 5-12 COATED &GREW& SPACED 3/a" FROM ENDS AND EDGES <br />AND AT APPROXIMATELY a" CC, <br />LMF-I LATERAL BRACING (HORIZONTAL BRIDGING) FOR WALLS: <br />(NOTE: IF NON -LOAD -BEARING WALLS (PARTITION WALLS OR CURTAIN <br />WALLS) HAVE SHEATHING ON BOTH SIDES, LATERAL BRACING IS NOT <br />REQUIRED.) <br />ENSURE BOTH STUD FLANGES ARE ATTACHED TO TOP AND BOTTOM <br />RUNNER FLANGES. HORIZONTAL BRIDGING MUST BE INSTALLED AT <br />SPACING NOT TO EXCEED 45" CC; FOR AXIAL LOAD BEARING WALLS <br />AND 60" OC MEASURED VERTICALLY FOR NON -LOAD -BEARING WALLS <br />CARRYING WIND LOAD ONLY. (TYPICAL FOR ALL OPTIONS BELOW.) <br />(1) #10 <br />(TYP) <br />16ga V-BAR BRIDGING <br />ATTACHED TO BOTH <br />FLANGES. SEE NOTES <br />FOR SPACING. <br />MTL STUD - SEE PLAN <br />HORIZONTAL BRIDGING - OPTION #1 <br />TYPE 6-12 <br />LOW PROFILE <br />HEAD SCREWS <br />ID BRIDGING <br />RUNNER) <br />1 1/2"-20 GAGE <br />STRAP BRIDGING <br />STUD <br />HORIZONTAL BRIDGING CONSISTS OF CUT -TO -LENGTH RUNNER FOR <br />SOLID BRIDGING AND STEEL STRAPS ON BOTH SIDES OF STUD, <br />SOLID BRIDGING: IS PLACED AT EA END OF WALL, ADJACENT TO <br />WALL OPENINGS AND a'-O" OG MAX, MEASURED VERTICALLY. <br />RUNNER HAS WEB PLANGE BENT AT EACH END AND IS SECURED TO <br />EACH STUD FLANGE WITH ONE 5/a" TYPE 6-12 LOW PROFILE SCREW. <br />STRAP BRIDGING OF 1 1/2" WIDE BY 20ga STEEL IS FASTENED TO <br />EACH STUD FLANGE WITH ONE 5/0" TYPE 6-12 &GREW AND TO EACH <br />RUNNER FLANGE WITH FOUR SCREWS. <br />HORIZONTAL BRIDGING - OPTION #2 <br />1 1/2'' COLD ROLLED CHANNELS MAY BE USED IN LIEU OF A50VE <br />DETAIL TO BRACE STUDS LATERALLY. CHANNELS ARE INSERTED <br />THROUGH STUD WEB HOLES AND SECURED WITH SCREW -ATTACHED <br />1 1/2 "x2 "xi6ga CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH. <br />HORIZONTAL BRIDGING - OPTION #3 <br />LMFa METAL STUD INSTALLATION: <br />METAL STUDS SHALL EXTEND INTO ALL TRACKS UNTIL IT IS WITHIN 1/2" <br />OF THE TRACK WEB. <br />NO METAL STUD TRACK SHALL EXTEND PAST THE EDGE OF THE <br />SUPPORT MORE THAN ONE THIRD OF ITS WIDTH ( e.g. A 6" TRACK MAY <br />EXTEND BEYOND THE EDGE OF SUPPORT A MAX OF 6/3=2"). <br />B•B•M <br />B•B•M <br />STRUCTURAL ENGINEERS <br />Orlando Boca Raton <br />P:407.645.3423 <br />F:407.645.3790 <br />1912 Boothe Circle • Suite 100 <br />Longwood, FL 32750 <br />bbma.com <br />EB5343 <br />Bora Erbilen P.E. #55996 <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHT AND OTHER PROPERTY <br />RIGHTS IN THESE PLANS. THIS DESIGN AND <br />DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, <br />OR COPIED IN ANY FORM OR MANNER WHATSOEVER <br />WITHOUT FIRST OBTAINING THE EXPRESSED WRTTEN <br />PERMISSION AND CONSENT OF "BURTON BRASWELL <br />MIDDLEBROOKS ASSOCIATES", NOR ARE THEY TO BE <br />ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING <br />SAID WRITTEN PERMISSION AND CONSENT. <br />J <br />0 0 <br />d <br />Z <br />LW <br />Z <br />O <br />IL <br />Z) <br />O <br />r� <br />V <br />Q <br />UW <br />Z <br />—Q�W <br />(0 Z <br />wM <br />U O Q_jQ <br />GQ � <br />��QW <br />z �0) <br />w �MHU) <br />J <br />U <br />U) <br />.J <br />J_ <br />00-0 <br />0— <br />LU <br />N <br />U) <br />Wo <br />0 <br />� J <br />/a-iZ <br />=jp <br />M <br />JY�U <br />z <br />U <br />0 <br />0 <br />�(nCL() <br />Q-ONa <br />a <br />W <br />w <br />O <br />z <br />J <br />H <br />U <br />♦H <br />V J <br />J <br />LU <br />J Z <br />H W LU <br />w V <br />LU <br />CO <br />rl- <br />O <br />C"7 <br />O_ <br />C <br />O <br />N <br />An <br />E <br />U) <br />X <br />LU <br />y <br />U2 <br />Q <br />W <br />J <br />LU <br />X <br />d <br />z <br />M <br />O <br />W <br />NU <br />L <br />cfl <br />e- <br />z <br />F- <br />0 <br />LU <br />0 <br />M <br />Of <br />LU <br />Q <br />a <br />0 <br />0 <br />U <br />PCS003 <br />File=F: \2007\07122\07122—TECH\07122_SDWGS\07122_Sdwgs\PUBLIX\07122_PCS003.dwg Tab=PCS003 Date/Time= Apr 17, 2008 — 10: 43am Plot by jbrower <br />