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TSE Engineering <br /> USP Structural Connectors products may be substituted for the Simpson Strong-Tie <br /> products specified on the Premier Communiities/Lennar NW plans in accordance <br /> with the following schedule: <br /> CONNECTION CROSS REFERENCE <br /> TYPE USP STRUCTURAL SIMPSON <br /> CONNECTORS STRONGTIE � E�'�,>� <br /> r- -. <br /> HOLDOWNS STAD10 STHD10 � y�' �� �'`'� ' <br /> STAD10RJ STHD10RJ =.^ �r P,'' <br /> STAD14 STHD14 � r� � � � <br /> STAD14RJ STHD14RJ � ;� ,� <br /> PHD5 HDU5 �� I�������r �' <br /> PHD8 HDU8 �� 't': �� <br /> UPHD9 HDU11 '.1;�,�'�'J,S i�`�,��^,��..�L, <br /> �.��`�'��1,�.,1:, <br /> UPHD11 HHDQ11 � ����,�Z <br /> STRAPS RS150 CS16 Digitally signed 6y:Terry L.Powell,P.E. <br /> LSTA LSTA <br /> MSTC28 MSTC28 OigicallysignedbyTerryLPowell <br /> Te r ry L�DN o=VeriSign In4 ou=VeriSign <br /> MSTC40 MSTC40 TmstNe[work,ou=www.verisign. <br /> om/reposirory/PPA Inmrp.by <br /> MSTC52 MSTC52 Ref.,LIABLTD(c)98,ou=Persona <br /> Not Validated,ou=Digi[al ID <br /> Powell �lassl-MicrosoftFullService, <br /> MSTC66 MSTC66 m=TerryL.Pawell, <br /> ema i I=rerry@[se-aep.com <br /> KST216 ST2215 Date:2012.03.0114:0126-08'00' <br /> ANGLES/ A3 A23 <br /> FRAMING MP34 A34 <br /> ANCHORS TDL5 A24 <br /> MP4F LTP4 <br /> RBC RBC <br /> TRUSS & RT15 H1 <br /> RAFTER TIES RT7 H2.5 <br /> LUGT Anchor LGT Anchor <br /> POST CAPS PCM PC <br /> EPCM EPC <br /> PBS AC <br /> PBES ACE <br /> KCCQ CCQ <br /> KECCQ ECCQ <br /> POST BASE WE PB <br /> PA AB <br /> PAU ABU <br /> KCBQ CB <br /> KCBQ CBQ <br /> HANGERS JUS LUS USP SIMPSON <br /> JL LU HANGERS THDH HGUS <br /> JB LB KLEG LEG <br /> MSH THA KMEG MEG <br /> HD/HD-IF HU/HUC KEG EG <br /> HUCQ HUCQ <br /> 12810 NE 178th ST. <br /> Suite 218 <br /> Woodinville, WA, 98072 <br />