Addendum 1 Resort Lifestyle Communities- Office Addition

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1 Addendum Resort Lifestyle Communities- Office Addition. See attached Reflected Ceiling Plan for framing and drywalling of interior bulkheads and ceilings. See attached Structural Sheets S. and S3.6 for moment connection details End Addendum

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5 LEGEND & NOTES: BEAM COLLECTOR CONNECTION - SEE 7/S x 3' - 7 3/" X' BEAM BEAM (3) BEAM MOMENT CONNECTION - SEE APPLICABLE DETAILS BEAM WITH HEADED STUDS - SEE 8/S3. AND 9/S3. HEAVY COLLECTOR CONNECTION - SEE /S ' - 7/8" 6' - 9" ' - 0" ' - 0" ' - 0" 5' - 0" 8' - " 8' - 0" 6' - 0" ' - 0" ' - 0" ' - 0" 6' - 8" /", 0 GAUGE METAL ROOF DECK 7 ARCHITECT: CONSULTANT: xa A.5 DOUBLE ANGLE BEAM-TO- BEAM CONNECTIONS AT THESE TWO LOCATIONS ' - 7/8" S W0X W0X W0X W0X 3' - 3 /8" ' - 0" 3' - 7 3/" W0X W0X W0X W0X ' - 0" 8 W0X ' - 3/" ' - 3/" WX6 WX6 W0X W0X WX6 WX6 ' - 6 /" WX W0X W0X HSS5X5X/ ' - 3/" ' - 3/" WX6 WX6 W0X W0X WX6 WX6 3 WX ' - 9" 7 WX 6 HSS5X5X/ HSS5X5X/ HSS5X5X/ HSS5X5X/ HSS5X5X3/8 WX W6X6 WX WX 9 D SIM. Q xd xd. xe xf xg xc C. REFERENCE DIMENSIONS FOR GRIDS xf AND x SHALL BE 9 /" FROM OUTSIDE FACE OF EXISTING CONCRETE AND BRICK WALL ' - 0 /" 9' - 3/8" 3' - 5 /" ' - 5 3/" VERIFY (E) W6X6 9 /" DN HSSXX5/ /" 5' - 8" WX WX6 W6X5 WX ' - 3 3/" ' - 6" ' - 6" ' - 6" 3' - 8" WX 0" WX W6X6 W0X W0X W0X W0X 5' - 8" HSS5X5X3/8 7 WX WX 0 WX (3) (3) 5 S3.5 WX WX WX W6X6 S3.5 W6X6 W6X6 WX S3. W0X W0X S3. UP 3' - /" 0' - 9 3/" 6' - 0" W0X (99'-5") W0X (99'-5") W0X W0X 3 S3. W6X6 (3) W8X0 (3) (3) 6' - /" 6' - " 6' - 6" 6' - " 7' - 0" 7' - 0" 5' - 3 3/8" 5' - 5 /8" W8X60 W0X W0X W8X65 () 3 S3. (3) W0X W8X0 W8X0 S3. WX WX () W6X36 (5) WX () 3 S3. W8X65 () W8X65 () () /" CONC. ON /", 8 GAUGE COMPOSITE METAL DECK (VULCRAFT.5VL8 OR EQUAL) " TOTAL THICKNESS REINF. w/ 6x6-W.xW. W.W.F. T.O.S. = 00'-0" SIM. W6X6 W6X6 W0X W8X60 (3) S3. W6X6 W8X0 W0X (3) W0X W0X W0X 0 STEEL FABRICATOR'S ENGINEER SHALL DESIGN AND DETAIL THE STAIR STRINGERS, LANDINGS, AND CONNECTIONS WX WX WX DN 9 S3. 9 S3. UP SIM. D D 5 HSS5X5X3/8 HSS5X5X3/8 STRUCTURAL STOOP PER /S. ' - 9 7/8" PROVIDE BOND '-0" O.C. IN NORTH CMU WALL. RETURN BOND BEAMS '-0" AROUND NORTHEAST AND NORTHWEST CORNERS 3' - 9 /6" 5' - 5 /" 3' - 5" 8' - 9" ' - 9 /" 8' - 6 7/8" 5' - 5 /" R R. R.8 S T T. U V SMD.DHD!OFX!PGGJDF 7077 South 8nd Street Lincoln, NE FIRST FLOOR FRAMING PLAN TWO EXISTING HSSx COLUMNS TO BE REMOVED HSS5X5X/ ' - /" F3.0 99' - " 5' - 3/" F3.0 99' - " HSSXX5/6 HSS5X5X/ INTERSECTIONS OF GRIDS V, 0.5, xf, AND X' SHALL BE THE REFERENCE POINT FOR GRID LAYOUT OF THE BUILDING ADDITION NOTE: FLOOR SLAB-ON-GRADE AND SECOND FLOOR SLAB-ON-METAL-DECK MUST BE IN PLACE PRIOR TO BACKFILLING AGAINST WALLS REVISIONS x9 x9.5 x9.8 x0 x X' Y' SECOND FLOOR FRAMING PLAN 3/6" = '-0" MARK DATE DESCRIPTION 6//7 REVISION # DATE: June, 07 S. 6//07 8:7:00 AM COPYRIGHT: CAMERON GENERAL CONTRACTORS 07 FIRST FLOOR FRAMING PLAN

6 R R. R.8 S T xd ' - 0" xd. ' - " 8' - 9" " ' - " ' - 0 3/" EXTENTS OF REMOVAL OF EXIST. SIP PANEL WX30 " GUSSET PL - /x7x'-" HSSXX5/6 S3.6 WX30 BOTH SIDES (TYP.) / 5/6 EQ. EQ. /" CHAMFER TOPS OF COLUMNS TO MATCH SLOPE OF ROOF (TYP.) CENTERLINE 30' - /" END PL - 3/8x8" OFFSET TO ONE SIDE OF GRID TO ACT AS SHEAR FRAMING TAB FOR RIDGE GIRDER ELEVATION AT HAT TRUSS HAT TRUSS END PLATE DETAIL SECTION AT EXISTING ROOF 3 3/" = '-0" /" = '-0" " = '-0" S / TYP. 3/6 DO NOT REMOVE ANY EXISTING STRUCTURE EXCEPT AS NOTED ON PLAN TAB PL - /x3x3" (TYP.) Lx3x/" CONT. (LLH). NOTE THAT ANGLE MAY NEED TO BE INTERRUPTED AT EXISTING BEAM 3/6 SIDES (TYP.) Lxx/" ANGLE FRAME (FOUR ANGLES PER 3'-0" O.C. MAX. MINIMUM THREE FRAMES REQUIRED ARCHITECT: CONSULTANT: / BEARING PL - 3/8x /x6 /" /" 3" 5 /" X' /" x WEB PL - 3/8x9" END PL - 3/x7x'-5 /" w/ (8) 3/"Ø PRE-TENSIONED BOLTS CJP 6 / / Lxx/" CONT. " 3 5/8" FLANGE PLATE - 3/8x6 /x0" w/ () 3/"Ø BOLTS /" BOTTOM PL - /x6 /" /" LEVEL 00' - 0" " / BOTTOM FLANGE PLATE - /x6 /x7" w/ () 3/"Ø BOLTS / /" SECTION AT CANOPY MOMENT CONNECTION /" = '-0" 3" /" /" " " " " " RIGID CLIP AT EACH STUD /x7x'-5 /" STRUCTURAL THERMAL BREAK BEARING PAD (MIN. COMPRESSIVE STRENGTH OF 30,000 PSI) SMD.DHD!OFX!PGGJDF 7077 South 8nd Street Lincoln, NE FRAMING DETAILS MARK DATE DESCRIPTION 6//7 REVISION # REVISIONS COPYRIGHT: CAMERON GENERAL CONTRACTORS 07 DATE: June, 07 S3.6 FRAMING DETAILS 6//07 8:7:00 AM