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Plans 2227 Ocean Forest Dr (vault) (2)s ! � r ! I 1 i w q Z LL 1 I r 8 r to 4 i e J O O Q) M- 'mO= 1 ! C ZrvW 0) 5 I 's i e i t R I 1 ' I X 00 r ¢ I i 7. I ! ° I I 1 of . 14 1 • r I F ! � � 3 ! I r I Z LL 1 I r � ::TT to 4 Or - _ - - General Notes and Specifications: 2.0(r- The hi nn shed by F Flow c Esbud d In ba' y Standard' Standard' shapes. The pmpedies are Dared w dro draw Yga huNSNed by rida Ex4udors International, 4c � 2.00 I A = 0.613 1.00 A -0.243 In.- 3.D0 A -0.716 h' 2 it Wi= 0.7N`. p A =1.259 h' -'k Wf =0278 D1f- WT =0.820 plf. b Ix- 0.773 h • 0.138 h' b br - 0.477 W � + ° WT= 746 1.44 3PJ.f. 0.044 C4 Sx a 0.137 h- 0.07 -+' ry 0.04 ^ Sx = 0.51 h' 0.055 + $ Ix = 8.746 h' Sx = 0.477 h' 8083 --rg � k 6063 -T6 6067 -TB' •' 5x•2.490 h' 1" x 2"x 0.044" OPEN BACK SECTION 3" 2"x 0.070" PATIO SECTION 2"x 3"x 0.045" SPECIAL SECTTION eM TB SCALE: r - 1' 4T SCALE: 2' = 1'-0' SCALE: 2 =1'-0 ° 1.00' A -0.287 in! 3.arI T-3.00'�• 2" X 7 x 0.055" x 0.120" A- 0.5WYi0' STITCH W /(1)#B S.M.S.�24'O.C. �• .329 p.Lf. A -1.081 in.- I-'I` y✓T =1.12 D1f TOP AND BOTTOM r � WT -0 `l Ix -0.368 h• WT =1.239 p.I.f. O'04/`#h $ S: = 0.247 h- 0.00 8 Ix = 1.5231^' 0.093 $ Is = 0.76i,-' [ L J •' 1 ^-' Bo63 -TB 60 -T1sh- ri Sx - 0.920 I �3,T SELF MATING BEAM 6063 - TB -,k 0.045" FLUTED SECTitON SCALE: r = r-o' SCALE: r -1.42 3" z 3" x 0.093" PATIO SECTION SCALE: r = 1'47' SCALE r =1'-0' ,r -2,o0- *2.00* A -0.424 h- 86 p1 I I WT -0.4f. P7 Its h 0.044 + Sx -0.234 h•3.00 ,r- 2-pp'� A-22SO h• -k 6063 -TB I WT =2.576 pJ.t A =1.439 in.' A =O.m Wk' O.OSS $ Ix- 15.427h 2" x 2" x 0.044" PATIO SECTION 0.12 + 8 WT = 1.648 p.I.f, b WT= 0.680 ^ Sx .4,408 h- SCALE: r - T-W Ix = 1.984 in' 0.046' -}$ ° Is • 1.940 W 2.00 �• A= 0.496 h• � Sx = 1.323 n.' o ' Sx • 0.9590 ry T 6083 -TB I WT -0.568 plf. 6063 -T6 6063 -T6 ° r., Is - 0278 h• 0.055 + a ^' 511' h• 3 " 3 : 3" x 0. 125" PATIO SECTION STITCH W((1)7H S.M.S @24'O.G 6063 -TS SCALE: r = 1.4T STITCH W/ (1) #a S.M.S @ 24' O.O TOP AND BOTTOM 2"x 2"x 0.055" PATIO SECTION TOP AND BOTTOM SCALE: r - T-(r 2" x 7" x 0.055" x 0.120" 2" x 4" x 0.046" x 0.100" SE LF MATING BEAM W1 INSERT 3.D0• A -0.451 h- SELF MATING BEAM wr • o.fizo vl.r• :I'- SCALE r r = -0 f 4.00 = Is - 0.336 h A= 1.933 In.' SCALE r r o O.D4S + 14 Sx -0.336 h- WT -2.221 plf. ---'k 5063 - T6 Ix = 4.854 in.- -1` 2.00 - 3" x 2" x PATIO SECTION Sx { SCALE: r - j' SCALE: = rbr 6063 - T6 2.427 M.- I I ry A =0.964 M?' ° Fr >�z.o0T wr•1.1os Jt A =1.853 h• a A•0.451 h• 4"x 4"x 0.125" PATIO SECTION 0 + b $ WT °2.123 p.1.t. WT -0.620 p1}. ° 1x•3.691 H. 0.or + 1x-16.638 h• b Is • 0.640 h• SCALE: 2' - 1'-0' r Sx - 1.468 14.0 m 5x s 4.157 h' 0.04 + n Sx • 0.427 h' �` 2.00 0 6063 - T6 6083 - TS 6063 -T6 I A -0.482 In WT = 0.552 p.l.f. 2" x 3" x 0.045" PATIO SECTION 0.050 } $ Ix = 0.609 h SCALE: r - P47• Sx = 0.406In.- I 6D63 -T6 STITCH W/(1)718 S.M.S. @24 STITCH W /(1)#8 S.M.S @24'D.C. �k TOP AND BOTTOM TOP AND BOTTOM 2.00 �` 2" x . 3" x 0.050" TILT SECTION - 2" x B" x 0.072" x 0.224" A • 0.665 h• 2 " x 5" x 0.050" 0.120" SCALE: r =1•-0' x SELF MATING BEAM 637- 0.785pJ.t. x0.050 "TI Ri SELF MATING BEAM SCALE: r =T-0 O.o50.050 + Di - 1.393 h• A = 0.582 h' SCALE: r - T-T g Sx 3-T h• BOW -TO - - B W7. 2.00 - Ix - - 1.228 1.228 h• - 0.05f Sx - 0.614 h- 2" x 4" x 0.050" PATIO SECTION 6063 - T6 A -1.095 h -' SCALE. r- T-W WT -12W ou. 200• 2"x 4'LT SECTION 0.05D* - -1- $ d1 - 5.919 h. SCALE r • 1'47• IS Sx • 1.966h" A -0.984 h• v 6063-TB WT- 1.093 pJ.E ° + $ M -2.987 h• - 0• ri S M-T o5 h' 6063 -T STITCH W /(1) A8 S-MS. 0 24 . O.C. B TOP AND BOTTOM 2" x 6 "x 0.050"x 0.120" SELF MATING BEAM SCALE r' -1 -W 2.00 tr *2.oD' A - 0'06763 plf. (1)88x I I b UPRIGHT: S.M.S. T 6• 0.044 + FROM ENDS, TOP ,°ti Lx =0.694 h• Sxx =04661^' ° A - 1,990 h• OR BOTTOM AND BEAM: WT =2280 DAL a16 O• ly - DADS W Syy,- 0.410h- N= 21.9111 in. 1 b 6063 -T8 O.Der } ° o Sx - 4.885 h- 2.00' ° W 6063 .TS 1"x 2"x 0.044" OPEN BACK SECTIOryI WITH 2" x 2" x 0.044" PATIO SECTIOt ltl (1)#8x2 -12- SCALE: r -1 -T S.M.S. a r 2.00 �• FROM ENDS, TOP I A- p1147n• OR BOTTOM AND WT =0.971 plf. STITCH W( (1) x8 S.M.S. @ 24• D.C. @ IS O.C. OR TOP AND BOTTOM PILOT HOLE W( 0.044 + g UPRIGHT: 2" x 9" X 0.072" x 0. 224" CAP AND (1) M8 x Ix = 1.295 W Sx, : 0.6541n.- 112' S.M.& BEAM' SELF MATING BEAM INTERNAL 6' ly - 0.540 N.• Sy,-- Q SCALE: r = FROM ENDS, TOP 7 - 0. 1'-0• 5451^' OR BOTTOM 6083 -TB :3 AND 16'D.C. g Z 200 2" x 2" x 0.044" PATIO SECTION WJlT L 0 2" x 2" x 0.044" PATIO SECTIO LU SCALE: r -1•-0' DY (n (0 Z J 4 Z) W Z O Q c } U) 0 p~ W A -2.355 N.• 2.00-1- 6 A -0.592 N.- J W .J W UJ Wr =2698 p.Lt WT =0.678 pM. Z 0: m C co O.OB2' } $ Is =26.481 M.' 0.044 UPRIGHT. W Q O Z " Sx 5..8 in.• 0.044 + $ Is - 0.457 h• Sx D.355 in.- Z L) K } W E- --�Ir ly = 0.369 In.' Sy _ 0.769 in' W cc O Q O 6D63 -T6 Q� i,- J W C) U) 1L U) O ho 1" x 2"x 0.044" SNAP CAP SECTION W ITH Z < STITCH(1) S.M.S. @ 21' O.C. TOP ANN D BOTTOM 2"x 2"x 0.044 PATIO SECTIO TO _ SCALE: 7 - 1'4' 2" x 9" x 0.082" x 0.306" Q SELF MATING BEAM SCALE r -T-0 T 2.60 f I 0 A - 3.032 h- WT- 3.474 PLC 0.092' + Ix - 42.583 h. Sx - 8.504 M' 6063 - T6 STITCH W/ (� N8 S.M.S. 162 24' O.C. TOP AND BOTTOM 2" x 10" x 0.092" x 0.369" SELF MATING BEAM SCALE: r - /'-0• a k • ....aka. ,::. 1: .. - ... LLJ ~ a y� Z LL C Z o � j � ::TT to 4 W LLJ # W h z C J O O Q) M- 'mO= L) we�LL C ZrvW 0) Z x m � e L; ' = X 00 - .SHEET' 07 -W2004 of . 14 a k • ....aka. ,::. 1: .. - ...