Laserfiche WebLink
C a <br />hit T hcI*9m: 3' <br />WOW per Sq. Ft: GLS t 41 ) <br />T later 1" A mm tens(lass <br />Sworer ■ in N» 2` 1610 <br />Ie) tic. MOW f reminj OMWW '140 <br />so 0 S2 mml wide, or 117 1123 mml <br />DmsAnnef Iza Fifecuard Interior <br />PMel or 1 (1 3 trim) T,r *ftVl <br />Fi Help <br />ord r gWsum board. <br />Desk Me. U905 <br />Bearing Wall Rating - 2 H . <br />Nonhearing Wall Rang - 2 HR. <br />M I Tat ReWowe <br />_ � TiW'ili �iliTiiii ���s-�t€i` alp � II��! �!�"f Tlllgl�171!� �iiiYt iIIYY� �15iifii rlii�. ikiT! ^�^'�•. <br />_ i .. eTin 0 4 was b <br />+ +• . • i <br />W _ � <br />■y { _ w E. 6 <br />a� <br />1� Concffcft df- I arvu d ns,- Ckmflkaw D-2 tire.. <br />2." Mm r - Blocks laid in! fulli trod of mortar, nom. IVS in. ihick, of not kms- than -1/4 anal -not <br />more than -1/2 parts of 6&m sharp sand to 1 pact Partlanod comim (Rr rt by lu ) <br />and not more trt SO Percenthyd <br />rated k (by �:e merllt m . 'Verti ca i to staggerwd.. <br />.. Pcwtiand Comw-A'Stwomcw GVpwuwn Master - " wwd,, add 1,02 ihn to Classikat on. Whwe <br />co mbu la rs we aN r or stucco rust be apfp4 *d an to fact oppaske <br />framing to achieve a r�aa. Classfficatico <br />1_ 1/2 hry Attached to conIcreteblocks , 1 <br />4t N a# care- space are fdled wAh iaose try expimded slag,, expanded clay Of <br />shale (rotary k' pro,, water r cue matrf fil insulation, :or sAwAme tilted <br />pokoso fill wzOwbon add 2 lwr to Classica cam.. <br />3- Powned r = - (O at - molt al>I ) 1-112 in thick max, 4 ft sheaOing attar ed to <br />concrete blocks (Item ),. <br />tmpa - Tom Thermax <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Horida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />i <br />Cl <br />N <br />Z LU <br />�O�--115%tO <br />'�' � M CD <br />z <br />aWLL� <br />L <br />c > <br />z <br />N <br />n <br />" <br />Z <br />w <br />LU ZJU <br />C <br />J Ln <br />mi <br />Lo <br />Ln <br />V) <br />w <br />LU <br />cn <br />0 <br />ry <br />Q <br />0 <br />Z <br />Q <br />c) <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 />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 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 RREWALLS <br />07.28.10 <br />3.00 ADD ALT. ROOF <br />I r, EOR TILE ROOF <br />11.12.10 <br />4.00 ADD STEM WALL DETAILS <br />04.20.11 <br />4.01 REVISED NON -DROP <br />GABLE DETAIL <br />06.10.1 1 <br />4.02 REVISED J/S6, B/S6 & F/S6 <br />N <br />06.24.11 <br />4.03 REVISED ROOF SHEATHING <br />AT HREWALLS <br />VERSION NO. 4.03 / 06.24.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />f <br />' EER SEAL: <br />r+ <br />�s <br />1k � <br />�2 <br />J r/mil/ <br />SHEET TITLE. <br />FIREWALLS <br />SHEET INFORMATION: <br />JOB NO.: 310623 <br />DATE ISSUED: 07.19.11 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />FW1 <br />R <br />