Laserfiche WebLink
I ALL 11 1___ _ 1_ <br />I <br />Bearing Wall Rating - 2!HR. <br />�. 1SLt1 •sue .�� ��� � �...� <br />� <br />W <br />s <br />w • <br />, <br />I <br />- - t IMF-- <br />kYY M s- <br />�r �771 <br />t., Cortcrete Mocks* - VaT *zus d ns. C aIsslt.k u -2 (2- hr) - <br />2- Wi Ir - ckslard i n 'fait bed of rn cFtzir, n car. 148 do . thick-, cl n c k lass than 2.-11 <br />6 <br />and nc <br />maw thran 3-112 has of claim sharp sand to I p rt Portland c'emient pTop 3rtfu ed by volume) <br />arm noot more than SO parcent hydra ov car rarvitv rrte) 'Vertical jctnts staggered, <br />3. Po tllalncl Cement - o or G ypwwn Prater - If' used. �:2 hr= to Class rl nation_ Where <br />combustible members a °fralrrl&d wall, piaster or stucco must. be appl-ied on teh face oppaslte: <br />gaming to ac*Jave a max. C catt= <br />1-1,02 hr" Attached to concrete blocks (Iteln t ;9 <br />4 • 1 - If alt core spaces are Nkd with loose dry ftcpandied . exI rt�. clay or <br />��l r�11 Mutation a�add�� � ��a�lat'1.° masonry ins <br />ulation, l�lt�I r° �� on treated <br />sha (rota aces), water r' . nt vermiculite <br />lr <br />S_ Foaawd Plastic" -, (OR onat - not Shawn) 1--1/2 In thick max, 4 ft smdr sheathing attache'l to <br />concrete blocks (Item 21. <br />Cel � - Type Ttvr ax <br />*Sea*Searmg the UL ClassAcatica <br />I <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.danscoengi neering.com <br />i <br />O <br />O <br />Lfl <br />W <br />O <br />OLn <br />ON tD <br />Z< <br />M <br />00 <br />z <br />LJL OD <br />Q a o <br />z E <br />W <br />W <br />z~ <br />J <br />V) <br />H <br />Uj <br />LLl <br />V) <br />0 <br />ry <br />In <br />z <br />Q <br />I— <br />V) <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 = 10.18) <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 DRAWINGONLY. <br />02010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION <br />02010-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 />SHEATHING FOR TILE ROOF <br />1 1,12.10 <br />4.00 ADD STEM WALL DETAILS <br />VERSION NO. 4.00 / 1 1.12.10 <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 />OAS— <br />E N sF '•• <br />ti� y <br />:•'�'` <br />- * 6 22 <br />4- 14/ <br />iz <br />OP.•���,: <br />`1,jv ;'"TLE: <br />FIREWALLS <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 02.02.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />FW1 <br />• <br />•• <br />• <br />• <br />I9 <br />AR <br />, <br />3)k/1 i <br />