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21 20 19 18 17 16 14 13 12 9 8 7 6 5 4 3 2 1 <br />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" <br />19'-11" 2 '-0" 30'-0" 4 '-0" 25'-0" 23'-1" 24'-5" <br />�EL R <br />—PARAPET <br />_PARAPET <br />� EL: 115'-4 <br />HIGH E.HT. <br />_ <br />116?-6 <br />EL : 116'-6 <br />HIGH E.HT. <br />_ _ <br />EL : 114'-10 3/4 <br />_ <br />_ _ <br />_ <br />_ <br />_ <br />jE. <br />L : 114'-10 3/4 <br />GC1 <br />o <br />�8t <br />N <br />_ <br />� <br />a <br />o <br />0 <br />2ND F.FLOO_R <br />' <br />_ <br />_ <br />N <br />Uf <br />llI <br />In <br />2ND F.FLOOR <br />EL : 100'-0 <br />. t.. •. • . • + . <br />MG <br />1 <br />4'-11" 5'-0" 5'-0" T-1' .� B .0„ •. • .... • ; 3 <br />2- 11" 5' 0" 5'-0" 5' 1" .1810. , .. . • : 7 . �' �' ♦ •' • . <br />?' <br />; <br />60 <br />S �' • .. RETAINING WALL <br />�... .:.... :.. <br />o <br />5' 11" 5'-0" 5' 0" 2'-1" . . . ! • .. " <br />t g'� • • BY OTHERS <br />': <br />o <br />•. <br />• ! .. . .:• , �..j., �' <br />--- <br />F.FLO R <br />EL: 89'-4 <br />EL : 89'-4� <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5%0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />5'-0" <br />4'-1" <br />95'-9" <br />199'-9" <br />Framing @ North Elevation <br />7 "A" <br />Building <br />21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 <br />10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0.1 10'-0" 10'-0" 10'-01, <br />PARAPETT <br />EL : 115'-4 <br />HIGH E.HT. T HIGH_E.H_T. <br />EL : 1lT-4 3/4 <br />HORIZONTAL PB EXTERI R HORIZONTAL P U EXT OR HORIZONTAL PBU <br />BU IXTERIOR PANEL PBU EXTERIOR PANE PBU EXTANEL ERIOR PB IXT R BOU EIX OR <br />PXTERIOR P <br />PANEL PANEL PANEL PANEL d <br />2ND_ F.FLOO_R 2ND F.FLOOR <br />EL : 100'-0 <br />EL: 100'-0 <br />PBU <br />I <br />cajun <br />o0 <br />o <br />p <br />o <br />F.F_LOOR <br />F.FL_OOR <br />EL : 89'-4 --- <br />_ <br />EL: 89'-4� <br />199'-9" <br />Sheeting @ North Elevation <br />8 "A" <br />Building <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 />0 0— ®®® 11g11illllll` <br />CS <br />C1 <br />C2 <br />C3 <br />C4 <br />C5 <br />BC1 <br />BC2 <br />BC3 <br />BC4 <br />TC1 <br />TC2 <br />TC3 <br />TC4 <br />TC5 <br />H1 <br />H2 <br />H3 <br />H4 <br />H5 <br />H6 <br />H7 <br />H8 <br />H9 <br />Ll <br />L2 <br />RC1 <br />Z1 <br />Z2 <br />Z3 <br />BH1 <br />BH2 <br />SH <br />SP <br />UPI <br />UP2 <br />FD <br />ES1 <br />RS <br />G1 <br />G2 <br />GC1 <br />GC2 <br />CLI <br />SHAPE <br />C <br />C <br />C <br />C <br />C <br />C <br />U <br />U <br />U <br />U <br />U <br />U <br />U <br />U <br />U <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />L <br />L <br />U <br />Z <br />Z <br />Z <br />C <br />C <br />RRU <br />RRU <br />2VL <br />U <br />L <br />C <br />C <br />L <br />L <br />L <br />Web <br />15/8" <br />4" <br />4" <br />4" <br />6" <br />6" <br />4" <br />4" <br />6" <br />6" <br />4" <br />4" <br />4" <br />6" <br />6" <br />6" <br />6" <br />6" <br />8" <br />8" <br />8" <br />12" <br />12" <br />12" <br />31/2" <br />41/2" <br />4" <br />4" <br />6" <br />8" <br />N/A <br />N/A <br />VARIES <br />VARIES <br />36" <br />36" <br />36" <br />4" <br />3 <br />4" <br />6" <br />4" <br />6" <br />6" <br />FIg <br />2 1/2" 2 <br />1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2 <br />2" <br />2" <br />2" <br />2" <br />2" <br />2" <br />2" <br />2" <br />2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />2 1/2" <br />3 1/2" <br />4 1/2" <br />3" <br />2 1/2 <br />2 1/2 <br />2 1/2 <br />N/A <br />N/A <br />3 3/4" <br />4 3/4" <br />N/A <br />N/A <br />N/A <br />2 1/2" <br />3 <br />2 1/2" <br />2 1/2" <br />N/A <br />N/A <br />3" <br />GA. <br />18 <br />12 <br />14 <br />16 <br />14 <br />16 <br />14 <br />16 <br />14 <br />16 <br />12 <br />14 <br />16 <br />14 <br />16 <br />12 <br />14 <br />16 <br />12 <br />14 <br />16 <br />12 <br />14 <br />14 <br />3/8 <br />12 <br />16 <br />16 <br />16 <br />16 <br />14 <br />16 <br />18 <br />16 <br />26 <br />29 <br />18 <br />16 <br />16 <br />16 <br />16 <br />12 <br />12 <br />12 <br />[USAGE <br />CHANNEL STUDS <br />SECTION <br />STUDS <br />STUDS <br />STUDS <br />STUDS <br />BOTTOM <br />CHANNEL <br />BOTTOM <br />CHANNEL <br />BOTTOM <br />CHANNEL CHANNEL <br />BOTTOM <br />TOP <br />CHANNEL <br />TOP <br />CHANNEL <br />TOP <br />CHANNEL <br />TOP <br />CHANNEL <br />TOP <br />CHANNEL <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />HEADER <br />LEDGER <br />POUR <br />STOP <br />RECEIVER <br />CHANNEL <br />PURLIN <br />PURLIN <br />PURLIN <br />BOX <br />HEADER <br />BOX <br />HEADER <br />STRUCTURAL <br />HEADER <br />STRUCTURAL <br />PIER <br />PARTITION <br />PANEL <br />PARTITION <br />PANEL <br />FLOOR <br />DECKING <br />EAVE <br />STRUT <br />RAKE <br />SUPPORT <br />GIRT <br />GIRT <br />GIRT CLIP <br />GIRT CLIP <br />MASONRY <br />CLIP <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 ,`��►iti����i��i <br />LYN/ ,EN <br />�•,� <br />•• • �� <br />7 <br />_ No. 1265 •' <br />RID <br />PO• <br />\ <br />S�ONA�E�G\� <br />11APID <br />BUILDtIwtG SOLUTIONS <br />3 5 0 E Crown Point Rd <br />Suite 1080 <br />Winter Garden, FL 34787 <br />Phone: (40 7) 34 7-9614 <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 />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 Al <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 16ft <br />1 /8"=1 ' — 0" <br />DETAILS: NOT TO SCALE <br />APPROVED FOR PRODUCTION <br />INITIALS OF GC/OWNER <br />RBS-A2 .4 <br />