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1 2 3 4 5 6 7 8 9 12 13 14 15 16 17 18 19 20 21 <br />10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" <br />200'-0" <br />a <br />CN <br />b <br />0------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ <br />o <br />N <br />d <br />o <br />e <br />o <br />— f <br />0 <br />N <br />Li <br />N <br />N � g <br />0 <br />N <br />h <br />0 <br />t <br />C O J <br />N <br />k <br />-77 <br />— 1 <br />m <br />C <br />� — m <br />a I, a <br />z o <br />0 0 <br />w i O - n <br />0 0 <br />0 I, x <br />IIf <br />a <br />0 <br />II Ho — o <br />�' I, 00 o <br />---- — — p <br />�i <br />II o <br />10* <br />M o <br />r <br />o — S <br />4 o <br />t <br />-- u <br />0 <br />N V <br />0 <br />w <br />0 <br />— X <br />0 <br />L — — — — — y <br />M/ o----------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Z <br />0 <br />N <br />as <br />— ab <br />Plan Partition & Unit Layout <br />NOTE "1": STEEL BEAMS SIZES FOR North Building "A-2nd Floor" <br />REFERENCE ONLY. STEEL BEAMS PER <br />STRUCTURAL ENGINEER OF RECORD <br />Double Triple Quad Insulated 1-Hour 2-Hour 3-Hour Brick CMU Conc. <br />Column Column Column CMU Wall Firewall Firewall Firewall Veneer Veneer Beam <br />S <br />G <br />S <br />G <br />C4 S <br />BC1 S <br />BC3 BC4 TC1 TC2 TC3 TC4 a <br />a <br />GD <br />a <br />H4 a <br />H6 H7 S <br />S <br />a <br />a <br />S <br />S <br />a <br />a <br />S <br />S <br />SH SP UPl UP2 FD ES1 RS G <br />G2 GC1 GC2 CLl <br />SHAPE C C C C C C U U U U U U U U U C C C C C C C C L L U Z Z Z C C RRU RRU 2VL U L C C L L L <br />Web 15/8" 4" 4" 4" 6" 6" 4" 4" 6" 6" 4" 4" 4" 6" 6" 6" 6" 6" 8" 8" 8" 12" 12" 12" 31/2" 41/2" 4" 4" 6" 8" N/A N/A VARIES VARIES 36" 36" 36" 4" 3 4" 6" 4" 6" 6" <br />Flg 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2 2" 2" 2" 2" 2" 2" 2" 2" 2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3 1/2" 4 1/2" 3" 2 1/2 2 1/2 2 1/2 N/A N/A 3 3/4" 4 3/4" N/A N/A N/A 2 1/2" 3 2 1/2" 2 1/2" N/A N/A 3" <br />GA. 18 12 14 16 14 16 14 16 14 16 12 14 16 14 16 12 14 16 12 14 16 12 14 14 3/8 12 16 16 16 16 14 16 18 16 26 29 18 16 16 16 16 12 12 12 <br />USAGE CHANNEL STUDS STUDS STUDS STUDS STUDS BOTTOM BOTTOM BOTTOM BOTTOM TOP TOP TOP TOP TOP HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER LEDGER POUR RECEIVER pURLIN PURLIN PURLIN BOX BOX STRUCTURAL STRUCTURAL PARTITION PARTITION FLOOR EAVE GIRT GIRT GIRT CLIP GIRT CLIP MASONRY <br />SECTION CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL STOP CHANNEL HEADER HEADER HEADER PIER PANEL PANEL DECKING STRUT SUPPORT CLIP <br />17'-4" <br />�---------------NIA----.--•-----NIE-.-------► <br />72'-6" <br />40'-4" <br />69'-10" <br />— <br />— — — — — — — — — — — — <br />— — — — — — <br />— — — — — — — — <br />— — — — <br />�-1 <br />( ELEC <br />u <br />u u <br />u u <br />UP2 <br />UP2 <br />`j <br />--------u_----- ------ <br />—----- — — — —— ------ <br />--——— <br />— — — — —— ------ <br />------u------ <br />------ <br />----------- ------ <br />----------- <br />------ <br />`i <br />----------------------------------------- <br />------------------------------- <br />- --- <br />------------------------------------ <br />------ ------ ----- <br />------ <br />------ <br />———— <br />-- — —— <br />—— ------ ----- ------ <br />------ <br />SPRINK <br />II <br />II I.........I <br />cs <br />f._......� <br />I <br />I <br />{-' I --------'I <br />UP2 <br />I--------� <br />UP2 <br />I.. -------I <br />I <br />- --------------------------------- <br />------------------------------------------------------- <br />--------------- <br />---------------- --------------------------- <br />----------- <br />I <br />3Iz--------I <br />I--------� <br />I• <br />UP2 <br />--•--•--I <br />I <br />------ ----- <br />-- <br />� i� N BREAK - ' ' ' - <br />� ., TLT <br />-------- <br />UPz <br />MOP ° I-------- I <br />SINK <br />■ <br />. . <br />• ■ <br />- ------- <br />� <br />- <br />. <br />- • ■ <br />. . . <br />■ ■ ■ <br />■ <br />■ ...... <br />-----'�-- - �---------�- <br />- ------ <br />------------�-•------�- <br />UP2 ----- <br />- �-.....---I <br />■ <br />I <br />........---•----------------------------------- <br />UP2 <br />� <br />� <br />r �S 6�1� <br />2'-6" <br />12'-4" <br />12--6" <br />72'-6" <br />40'-4" <br />69'-10" <br />200'-0" <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 />NAL <br />SEALS <br />No. 265 •• � <br />T SE� cr <br />~� •• .. RID• `e s <br />• C <br />RAPID <br />80 1 <br />LDtt+fS Sflt1JTiUNS <br />350 E Crown Point Rd <br />Suite 1080 <br />Winter Garden, FL 34787 <br />Phone: (407) 347-9614 <br />Info@ <br />rapidbuildingsolutions.com <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 />1 1-28-19 <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: RB DRAWN BY: JL <br />CHECKED BY: R111 SUBMITTED BY: CSD <br />8ft Oft Oft Sft 1 6ft <br />DETAILS: NOT TO SCALE <br />APPROVED FOR PRODUCTION <br />INITIALS OF GC/OWNER <br />RBS-A1.6 <br />