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4 Whale Road - 2nd Floor Framing
Floor 2 A3 9 1/2" BCI 450s 12" OCs 111 1 0 2 3 •r5 M : `32 3 3 ; -/ H4:H r H H3H3 338 3,, H H3 3 3 H3 3 3 4 3� Floor 2 A2 H 3 L 4 9 1/2" BCI 450s4 4 4 49(2�I3 N6 II 16 OCS I I �8 7 1 2)11 10 8 �H3 -i3. 3 3 33 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17 11 11 Floor 2 Al 9 1/2" BCI 450s 12" OCs III H3.18 II,__H3 2 H3�' i, H3 2 H3 ,1 2 H3_] —2 H3 H3 2 H3_,I _H3 2 H3 -1I _H3 2 H33 _H3 2 H3-, 6 Mark Qty Description Length -- - — 31 2 36 19 112" BCI® 450s SP 151011 3 2 9 1/2" BCI@ 450s SP 141011 20 H3 III H3 2 H3JI5 1 1 1 1 1 1 1 1 1 1 11I` -H3 2 H3_11 H3 2 _H3 2 H3 2 H3 Floor 2 A7 9 1/2" BCI 450s 16" OCS == 6 6 H3 H3 6--_6__- 28 6� H3 ,I 1. H3 6 _ 6 30(3) �?, 6 _ 30(3) -- 6 -H3 �rq; H3_6 - 6 H3] , H3 g 24 6 H3J `H3 6 6 H31 _H3 6 6 H3_,'I ,_1-13 6 �6 H3 ,_H3 6 6 H3, `H3 6 6 H3--39 H3 6 23 6 H3j ,_H3 6 6 H3 6 H3 ,� ' H3 6 5 H 6=30(3) _-- -- 6 H3J, H3=- 6 H3 H3 Floor 2 A5 9 1/2" BCI 450s 16" OCs III Floor 2 A6 9 1/2" BCI 450s 16" OCS == Second Floor Framing Schedule - Nominalized Mark Qty Description Length 1 31 ; 9 1/2" BCI® 450s SP 1710" 2 36 19 112" BCI® 450s SP 151011 3 2 9 1/2" BCI@ 450s SP 141011 4 11 9 1/2" BCI® 450s SP 13' 0" 5 24 9 1/2" BCI@450s SP 12' 0" 6 142 9 1/2" BCI® 450s SP 111011 7 2 9 1/2" BCI® 450s SP 101011 8 i 13 9 1/2" BCI® 450s SP 91011 9 13 9 1/2" BCI® 450s SP 81011 10 2 9 1/2" BCI@ 450s = 11 12 9 1/2" BCI® 450s SP 61011 12 1 9 1/2" BCI® 450s SP 51011 13 3 9 1/2" BCI® 450s SP 4' 0" 14 2 9 1/2" BCI® 450s SP 310" 15 3 9 1/2" BCI® 450s SP 21011 16 1 9 1/2" BCI® 450s SP 11011 17 1 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 30'0'1 18 1 :1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 24'0" 19 1 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 19' 0" 20 1 15/16" x 9 1/2" VERSA -RIM PLUS@ 2000 17"0" 21 1 1 5/16" x 9 1/2" VERSA -RIM PLUS® 2000 16'0" 22 3 1 5/16" x 9 1/2" VERSA -RIM PLUS® 2000 12'0" 23 1 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 9' 0" 24 2 11 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 8' 0" 25 2 11 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 7' 0" 26 3 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 6' 0" 27 1 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 5'0" 28 4 1 5/16" x 9 1/2" VERSA -RIM PLUS@ 2000 4'0" 29 2 1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP 131011 30 12 1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP 12'0" 31 13 1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP 11' 0" 32 3 1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP 8901, 33 2 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP 51011 34 4 1 3/4" x 11 1/4" VERSA -LAM@ 3100 SP 12' 0" 35 1 1 3/4" x 11 1/4" VERSA -LAM@ 3100 SP 91011 36 1 Steel Beam W10x19 20' 0" 37 1 Steel Beam W10x26 20' 0" 38 1 Steel Beam W14x34 211011 39 1 Steel Beam W1 6x31 24' 0" Second Floor Accessory Schedule Mark Qty Manufacturer Product Description H1 1 Simpson Strong -Tie Inc. GLTV3.59 3-1/2 x 9-1/2 LVL Top Flange H2 4 Simpson Strong -Tie Inc. GLTV5.59 5-1/4 x 9-1/2 V -Lam Top Flange H3 135 Simpson Strong -Tie Inc. ITT9.5 1-3/4 x 9-1/2 BCI@ Top Flange H4 18 Simpson Strong -Tie Inc. SUL1.81/9 SUL1.81/9 H5 11 Simpson Strong -Tie Inc. SUR1.81/9 SUR1.81/9 REVISIONS: BY: Wo rn z— is�ar.�:�rvv_ C Wo rn z— W LL J LLIJ2EELy C U C = V N . z 30oc QQ .N a W z DW 2: voi m LU ZO� Coa. ~ ca is�ar.�:�rvv_ C rn m C U C = V N . z 30oc .N a QE o voi a ZO� Coa. ~ ca Y 0 N N N*r� W v s Ca r- W c t� 0 -0 CL in c too 5'0 N J E � Q Cf) E a� 0 - -0 LM 0 (� O 'y � CL n � cQa is�ar.�:�rvv_