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Bottom panel to finish) Top Channel <br />flush with framing <br />NOTE TO THE GENERAL CONTRACTOR: <br />ALL LAP SEAMS AND EDGE CONDITIONS OF DECKING ARE TO BE SEALED PRIOR <br />TO THE POURING OF CONCRETE AND IS NOT THE RESPONSIBILITY OF RAPID <br />BUILDING SOLUTIONS (RBS). FAILURE TO SEAL THE SEAMS AND EDGE <br />CONDITIONS WILL ALLOW LEAKAGE OF CONCRETE. ANY CLEANUP OR <br />DAMAGES TO MATERIALS CAUSED WILL NOT BE THE RESPONSIBILITY OF RBS. <br />METAL FRAMING <br />2VLi-18GA <br />•. • <br />0 0 <br />TYPICAL ELEVATED FLOOR CONSTRUCTION <br />4 1/2" (2 1/2" CLEAR) REGULAR WEIGHT CONCRETE 3000/4000 PSI OVER <br />VULCRAFT 2VLI18 GALV COMPOSITE METAL DECK. REINFORCE SLAB W/ <br />6x6-W 1.4xW 1.4 FLAT SHEETS SUPPORTED ON BOLSTER CHAIRS. SET FLAT <br />SHEETS 1 1/2" ABOVE DECK. FASTEN DECK TO SUPPORT STRUCTURE WITH <br />#12 TEK SELF -DRILLING SCREWS AT EA FLUTE, 36/4 PATTERN WITH (4) <br />SIDELAP FASTENERS. <br />ELEVATED FLOOR DECKS ARE DESIGNED FOR A 20 PSF CONSTRUCTION LIVE <br />LOAD. <br />RIDE ON TROWEL MACHINES SHOULD NOT BE USED UNLESS THE DECK IS <br />SHORED. <br />(4) #12X1 TEK SCREWS PER 36" <br />�I■Irl■ICI■ICI■Irlr <br />rl�l� <br />I� <br />BI <br />\I�I�I�I■ICI■I�1■IF�I■IBA <br />#12X1 TEK SCREW AT 12" O/C MAX. <br />EDGE OF DECK SUPPORT ANGLE <br />OR EXTERIOR FRAMED WALL <br />BELOW -SEE PLAN SHEETS <br />Ll L2 L2 <br />FD <br />FD <br />Ll <br />L2 <br />1' 2 2 2' <br />gf Ss nS 1I S <br />�Lt' q FD FD <br />LI <br />El EVATED SLAB WITH 4.5 TOTAL SI. AB <br />DEPTH (CONC. BY OTHERS) HSS FD <br />ASS 1�� ASS 1�DASS 1��` DECKING I� <br />�o <br />�S ro* <br />*ors <br />W <br />SS D <br />FD <br />;9 •• FD L2 <br />vo,?�' q FD <br />L1 <br />SS I� SS � L1 L2 L2 <br />200'-0" <br />NOTE:A - COLUMNS TO BE Plan 2nd Floor Decking Plan <br />INSTALL SITTING 8" North Building "A -1st Floor" <br />FROM 2ND FINISH <br />FLOOR <br />--LOAD BEARING FRAMED WALL <br />OR STEEL BEAM <br />BELOW -SEE PLAN SHEETS <br />ARING WALL BELOW WITH (1) #102XI1 TEK <br />MEW IN A 36/4 PATTERN <br />#12X1 TEK SCREW SIDELAP <br />FASTENER AT 12"O/C MAX. <br />6TEN METAL DECK TO EDGE OF <br />ECK SUPPORT ANGLE OR EXTERIOR <br />LAMED WALL W/ (2) #12X1 TEK <br />TREWS IN A 36/4 PATTERN <br />OER FDRALGLER RIOAMEWL <br />BELOW-SEE PLAN SHEETS <br />NOTE: <br />1. MULTIPLE COLUMNS SHOWN ON THE SECOND FLOOR FRAMING PLAN <br />SHALL BE SUPPORTED BY EQUIVALENT MULTIPLE COLUMNS FROM FLOOR BELOW. <br />2. FASTEN CONT. MS TRACK TO MS HEADER BEAMS W/ #12 TEK SCREWS @ <br />12"O/C MAX (STAGGERED 12" TO EACH HEADER BEAM). <br />BOLT SCHEDULE <br />ANGLE <br />BOLT <br />L1 <br />3/4" x 5 1/4" EXP. ANCHOR BOLT 2' O.C. <br />L2 <br />1/2" x 3 3/4" EXP. ANCHOR BOLT 2' O.C. <br />Zabik Turner Engineering, PLLC <br />Jennifer Zabik, P.E., S.E. <br />1024 N Fullers Cross Road <br />Winter Garden, FL 34787 <br />jzabik@ztengineering.com <br />P-1294 <br />SEALS I I 1111111, <br />SR `YNV , <br />"' • No. 265 <br />ST E cr <br />• RlD Pp• *29 <br />.• <br />S�aNAI ECG <br />RAPID <br />FJUILDING SOLUTIONS <br />3 5 0 E Crown Point Rd <br />Suite 1080 <br />Winter Garden, FL 34787 <br />Phone: (407) 347-9614 <br />Info@ <br />rapidbuildings olutions . c om <br />JOB NAME: <br />Zephyrhills Commons <br />38001 Pretty Pond Road <br />Zephyrhills, FL <br />JOB NUMBER: <br />268-19-ZEP-FL <br />REV <br />DATE <br />DESCRIPTION <br />APP <br />1 <br />11-28-19 <br />Layout Review <br />JL <br />0 <br />12-16-19 <br />Review <br />RG <br />1 <br />12-19-19 <br />RBS RL <br />RG <br />2 <br />12-20-19 <br />ZTE RL <br />RG <br />3 <br />01-21-20 <br />CUST. REDLINES <br />RG <br />4 <br />01-22-20 <br />REVIEW <br />RG <br />5 <br />01-24-20 <br />HECTOR RL <br />AC <br />6 <br />03-08-20 <br />Review 1 <br />RC <br />ISSUE DATE: Novermber 28,2019 <br />DESIGNED BY: RBS DRAWN BY: JL <br />CHECKED BY: RBS SUBMITTED BY: CSD <br />8ft 4ft Oft 8ft 1 6ft <br />1/8"=1'-00' <br />DETAILS: NOT TO SCALE <br />APPROVED FOR PRODUCTION <br />INITIALS OF GC/OWNER <br />RBS-Al.4 <br />