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HomeMy WebLinkAboutLUNA RES.-REVISED-LAYOUTLINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVfTY LOAD SAFE UPLIFT LOAD APPCJED UPLIFT LOAD COMPOSIT BEAM - L-1 �39.6" 8974 254 15591 113 8F24/1T-16 8974• 6848 4853 1319 8F24/1T-16 7342 Z780 3607 394 81724/1T-16 5681 2833 2571 410 8F24/1T-16 3486 393 1811 170 8F24/1T-1B L 6 12'4t 2193 1254 1151 1130. 8F24/iTAB L$ 17'4" 11609 1366 1400 250 8F2411T-16 L-8 191-4" 1282 2.54 831 113 8F24/2T-1E RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APpL1Ep SAFE gppVED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOgp 4' 4" 8060 3583 4244 643 8F22flT-16 7915 2617 2758 642 8F22/1T-1B R1l1TCC• -- ---• � nm IN ruurvus I'tR LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION, 101 MIRROR 102 ROD &SHELF 116 REFER TO GARAGE DOOR BUCK DETAIL 103 (5) SHELVES 117 2k4' PULLDOWN ATTIC ACCESS 104 16"x16" CONCRETE BLOCK COLUMN W/ Q4) #5 VERTICAL BARS i 19 HOSE BIB TUB 1N GROUT FILLED CAVITY. 105 12"x12" CONCRETE BLOCK COLUMN A VERTICAL BARS IN GROUT FILLED CAVITY, W/ DECORATIVE C 121 FUNCTIONAL DORMER ABOVE E COLUMN WRAP 122 LINE OF COFFER CEILING 106 R-i3 MIN, INSULATION IN WALL 123 NICHE 107 BUILT IN PANTRY 124 LINE OF INVERTED HIP CEILING 108 CHANGE IN CEILING HEIGHT 125 BEAM ABOVE 109 ELECTRIC METER 126 BENCH W/ SHELVES ABOVE 110 ELECTRIC PANEL 128 HATCH DENOTES 8'724" CONC. TIE BEAM W/ (2) #5 BARS TOP & 11 t UPPER CABINETS (2) #7 BARS BOTTOM. t12 DOUBLE SINK & DISPOSAL 129 HATCH DENOTES 8"x¢4" CONC. TIE BEAM W/ (2) #b BARS TOP & t14 MICROWAVE ABOVE (4) #7 BARS BOTTOM, I ARCHITECT Archi#ect®nic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 775t F: 772 460 4244 WW WARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 JJEC7 p FT. PIERCE, FLORIDA CLIENT HECTOR Lt1NA REGISTRATIQN REVISIONS NO. tt DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER B PROJECTNUM$ER R'�8033 DATE