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off -I � 1=1.. 1F <br />-�%% aftL <br />I <br />tT! i <br />W I <br />rI <br />i <br />M I flog Ratonwo <br />Pact T Inc : T A mr <br />Vft� Seq. Ft.: W Kg�'�n'1 <br />Tvw lapm 14 C&d mmsClas <br />Shafthm iumted in KSWOC 1610 <br />r ) etc. f f remng wwored usrto <br />ir 11 S2 mod wide or VT 112.7 mnd <br />DmAnner ICI * Firequalrld C" Interior <br />Panel or VT (12.7 rim) T ughRoc ' <br />Firquerd C' Mum balarrd. <br />BeariFtg mail Rating - 2 HR. <br />Nonbearing Wall Rating - 2 HR. <br />IL <br />0 • ,�+ , <br />1 Y <br />k -.1 <br />r Aim �� R� ■ . � E� <br />1.. C * - Vamtn dams. CUf*nIIIIIFon 0-2 i 'Ir). <br />2-. Maeftr - Bloom laid in, full tad of rnoirtim. nom. 1/8 in. w-*, of not less than -114 anpl not <br />mare than .1-1/2 pmu of clean "alrp sand to 1 part Portland cement (prqmt by lu ) <br />and not more thart SO percent hydrated law Thy` ream me:. Vortical jolivits sts <br />. war d Cow Shicco oir Gypsum Aastw - if used, add 1r2 r_ to Classtficatri - Where <br />combastibl* members &m fracn+rd in viall, r or stucw must he app4eMd on teh facit opposite <br />framing to aciale a max. Classification <br />1-1,�. r_ At:tachod to concrete blocks 1 <br />4.. Uxne MWaamy 111 - ff all! com spaces acts fted with loose dry expmdod silaq, expanded clay or <br />shale (rotary Wei process), water repellant vermicui*e masonry fdf insu. lation, or sAtcone treated <br />PC loses fill suW*n add 2 hir to Classikation. <br />S. Foaawd Pimtko - (Optional - mot sh rin) 1-1/2 in th k max,. 4 ft wde showlim-ggad to <br />concrete blocks Item 1). <br />cote" [ Cam, - Type Thlermax <br />*16uring the LILClassdicationimarkng <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />1 <br />O <br />1-1 <br />N <br />W <br />5r+o <br />o�MO <br />LU <br />Z <br />Q .•-1 <br />aw ' <br />i <br />> <br />zQ <br />m <br />= <br />Q !p <br />w U <br />W <br />JLn <br />J <br />�1 <br />V) <br />w <br />LU <br />ry <br />Q <br />Z <br />Q <br />F— <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING 2009 SUPPLEMENT). SECTION <br />R301FOR 120 MPH. 3 SEC. GUST. EXPOSURE "C" <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) <br />WIND ZONE. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED, <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02011 LENNAR CORP: THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />02.02.09 <br />1.0 2007 FBC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />07.28.10 <br />3.00 ADD ALT. ROOF <br />R <br />1 1.12.10 <br />4.00 ADD STEM WALL DETAILS <br />04.20.11 <br />4.01 REVISED No <br />ABLE DETAIL <br />VERSION NO. 4.01 / 04.20.11 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />Ei IRWIN J. BENSON, <br />P.E. #49758 <br />�y;,!l1Q6�6}Fr�d3g� <br />o� <br />e r <br />s <br />- <br />No. C <br />° r <br />T Z <br />�-.J t r �L <br />00' �=� ' ltry <br />�°a ' �<:i� „lira°. °e•'v�� <br />zgt� oe®. <br />IO <br />eA j `� A L Ea <br />arsat y 10 <br />SHEET TITLE: <br />FIREWALLS <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 03.09.11 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />FW1 <br />0 <br />0 <br />i— <br />O <br />O <br />H <br />r <br />0) <br />O <br />T <br />CD <br />O <br />e— <br />t <br />