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60 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE 12 <br />STRUCT.) 4'OFF-RI GE VENT 4'OFF-RIDGE VEN r 15.9 <br />F_ <br />z <br />0 <br />0 <br />0� <br />F- <br />z <br />0 <br />35 SH <br />35 SH <br />z <br />0 <br />0 <br />z <br />0 <br />35 SH <br />T.O.P. A <br />- - - - - - - - - - - - HDR.11v <br />9 00 <br />F- <br />12 b 2� Q- <br />-73.0 <br />F.F�-� <br />T.O.M. <br />C? <br />50 <br />- - - - - - - - - <br />TEXTURED <br />FINISH <br />- - - HDR.1%v <br />F- <br />- - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - <br />- - - <br />- - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - <br />T.O.P. <br />HDR. <br />9 <br />FL. <br />T. 0. M. <br />8011% -5GD <br />REAR ELEVATION - A <br />SCALE: 1/4" = V-0" <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />- - - ==*"= 7 <br />6" BAND <br />TYPICAL <br />19W <br />TEXTURED 12 <br />FINISH <br />T.0 P. 5.01 <br />@ ENTRY <br />1/2 RND. <br />TRNSM <br />35 SH <br />- - - - - - - - - - - - A t - - - - - - - - - - - <br />WEEP SCREED <br />SANDED-J <br />- - - - - - - - - - F-NtSW- - - - <br />HDR. <br />r-- - - - - - - - - - - - <br />6- Z9 <br />TYPI", <br />F, L <br />Cl) <br />------------------------ _T <br />25 SH 25 SH <br />ALL TRIM LINES <br />ARESCORED <br />12 <br />15.9 <br />I L <br />25 SH 35 SH 25 <br />- - - - - - - - - - - - - --- - - �5_ �_, <br />35 SH <br />T.O.P. <br />HDR., <br />9 60 <br />F_ <br />12 <br />15.0 <br />T. 0. M. <br />II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR.%V <br />C3 0 <br />=Elm 'U <br />F= =1 1:1 1:1 6" <br />Lf) <br />q�y . <br />LO <br />F_ <br />E:1 E:1 1:1 <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />1.\.[ r, �1- <br />,0 Of �Mln <br />KEYSTONE DETAIL <br />SCALE: 1/2" = V-0" <br />!� <br />a <br />(D <br />z c) <br />Z <br />z <br />CL <br />z <br />Cz <br />V) (D <br />Q) U-3 <br />+_j LU <br />LU <br />0 <br />F_ <br />E <br />0 <br />00 <br />U <br />LU <br />E <br />C*4 <br />4)(Y) <br />0) Cf) <br />0 M co <br />: 9 c"), <br />42 <br />ioz .00 <br />0 (a— <br />J, <br />< 0 <br />U) C, f- <br />Lr) 0 0 <br />:S <br />a -� Ci <br />I <br />N-C-B-D-C <br />.,\4 <br />'71 <br />0 0 00 <br />0 <br />--A 0 <br />z 4.5 �--X F L' <br />UMW <br />:;z N. <br />..... <br />FESS <br />II111111A <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />40 <br />Z C*4 <br />0 (v N <br />1­4 4.j C:) <br />Ul) 5; kD <br />> CD <br />C) <br />M Ln <br />in <br />Q) Ln <br />L_ LL <br />CL <br />z <br />fy) <br />4 <br />ce U CL 00 <br />z E <br />3: <br />z g <br />LU C) <br />W <br />_j C) <br />110 <br />0 <br />0� ce <br />LLJ LLJ LL <br />(L <br />tj ix <br />00 <br />Z z < C.) <br />0 0 (L <br />Z>- Ux <br />Z Z <br />uj z <br />3: LD <br />0 <br />8 V) 0 0 <br />OR �3 LLJ 04 <br />C) <br />,14- <br />LU <br />0 zz <br />LH <br />0 <br />Cr. <br />06 <br />In <br />r*4 <br />r*4 <br />z <br />Ln <br />0 <br />M <br />LL <br />_j <br />0 -< <br />Q: .— 3w: <br />121c, 70- cle, <br />< <br />< <br />�� t7; 2 <br />n C, <br />Z <br />z <br />CL <br />0� LZLJ <br />Z 9-1: 2E <br />W 0 0 <br />> <br />LLJ <br />C/) <br />v <br />C tz -.j <br />ui <br />zV) <br />0 <br />LLJ 0 u- z <br />vi- 6 8 <br />>_ <br />0 CY LL z <br />Ln <br />:-,I <br />z < <br />0 <br />C:) <br />< <br />_j <br />Low <br />CL <br />> <br />Z <br />W <br />UJI <br />0 <br />z <br />z <br />LL, <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEEr NO. <br />3 <br />? <br />z <br />N <br />N <br />