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HomeMy WebLinkAboutSTRUCTURAL PLANS - 17-00229 - BYUI Operations Building - AC Installation Remodel��2 d TN¢LL VFL S,Db C—T Nsb J 3 3x Y4 tANOC q- Z�EQI'i�- (y) S.—S z6' s eg-w Al CA r-AAcRT" Ex'STINb STAf�Z¢y60. �SH6ATA,m6 -VLN-4x",Ilk 'y�y d' -S, w1 Ca) Yq'+ -mR-So s _ EA S.PC of 6. L-1iIIJ. Ply/ex Vro -Y 61.6 bFtniL SW- Gu28 wrfodt wa- StE¢I CR srz L -3--S. TIP. L---6 6T EA ENo eF -IT ANo eT w.,o -f�wT of It's. SKI r O�etAlt, E79 13x3x (k, -rlp 05/0212017 P�Q�e Pew ij-,m 7Y B EQ O�etAlt, E79 13x3x (k, -rlp 05/0212017 ANCHORAGE SCHEDULE MAX WEIGHT (LBS) LAG BOLT # PER SIDE 600 TO 800 2 801 TO 1200 3 1201 TO 1500 4 NOTES: 1. SLEEPER TO BE FASTENED TO HSS SUPPORT WITH THRU-BOLTS AS INDICATE ON 1ISK1 ROOFTRUSS ROOF JOIST KEYNOTES: RIME, ADDL INFO PER MECH DWGS CURB PER MFR 318'0 x 3' LONG LAG BOLT PER ANCHORAGE SCHEDULE OR PER MECH DWGS - WHICHEVER IS MORE STRINGENT 4x SLEEPER, SHAPE AS REOD WI A34 AT EA CORNER INTO 4x BLKG 6x10 BLKG WI SIMPSON F HANGER EA END (TYP) WOOD BEAM PER PLAN 318'0 LAG BOLT W13' MIN PENETRATION INTO NEW 4x DECKING PER ANCHORAGE SCHED PLYWOOD CUT WHERE OCCURS. PROVIDE 10d NAILS AT 4' O.C. AT NEW 26 EDGE FRAMING 2x FRAMING AT OPENING WI HANGER PER TYPICAL BLOCKING AT AT RIVE SUPPORT AND DECK OPENING DETAIL 318'0x5112' LAG SCREW INTO 4x AT EA END OF SLEEPER NOTES: A. EXISTING PLANKING NOT SHOWN SECTION A (,)TYPICAL SHAPED CURB AT NEW ROOF FRAMING �% TDW802 SECTION B A 1 6 ELEVATION SECTION A KEYNOTES: 1. (E) MASONRY WALL 2. HAMMER OR CHISEL OUT REMAINING MASONRY AT CORNER 3. OUTLINE OF SAW BLADE 4. VERT LIMIT OF SAW CUT AND NEW OPENING -DO NOT OVER CUT 5. HORIZ LIMIT OF SAW CUT AND NEW OPENING - DO NOT OVER CUT 6. CORE DRILL 2'0 HOLE PRIOR TO SAW CUTTING ATYPICAL CORNER SAM IT IN MASONRY WALL S%\ONAL FN EN 14875 NT T cpFG A MEIc�P 05/02/2017 (E) MASONRY WALL L6x6x5116 FRAME WI (6) 5WO TITEN HD SCREW ANCHORS AT 16" OC. MIN AND 4112" MIN EMBEDMENT ALL CELLS RECEIVING ANCHORS SHALL BE GROUTED SOLID ANCHOR INSTALLATION PER MFR RECOMMENDATIONS AND SPECIFICATIONS, SPECIAL INSPECTION REOD MAXIMUM OPENING SIZE 20540" ,--,TYPICAL NEW OPENING IN (E) CMU WALL Af05 -" Sg�ONAL FNC N 14875 T F C�FG A 05/02/2017