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13-1386R-006
an lir cd P, w 0 0 I I C6 04 0 a� a c� 0 w z / N cd / y U `o Io U 0 0 ;, P4 P4 / cd to 4 I r, 0 C cd U z 0 z a w w z z w c� z a 0 U G. NOTES I. FOR GENERAL NOTES, REFER t0 SHEET 5 -1.0. 2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -1.1, 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR FOUNDATIONS BELOW. 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN THIS LEVEL UNLESS OTHERWISE NOTED. 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. I. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. ROOF SYSTEM CONSIST OF A 5/8 CDX PLYWOOD SHEATHING NAILED W /(8)d RING SHANK NAILS AT 6 "O /C, (4" AT PERIMETER) OVER PRE - ENGINEERED WOOD TRUSSES. SUPERIMPOSED ROOF LOADS: LIVE LOAD: ------ - - - -30 PSF DEAD LOAD------ - - - -20 PSF ALL TRUSS UPLIFT PROVIDED ARE PER ASCE 1 -10, SERVICE LOADS. 4 "EMBED 3 3° LATERAL VIEW 3 1/4" FRONT VIEW MAX. UPLIFT :6000 lb SCHEDULE MARK DESCRIPTION ® (1) 5/8 "DIAM. THRU BOLTS FOR TWO PLY TRUSS. © STEEL PLATE 9- 3/4 "x4 "xl /4" FY = 36 KSI OC STEEL ANGLE 3 "x3 "x1/2" W/ EXTEND LEG FY = 36 KSI OD (2) 3/4" DIAM. ANCHOR BOLTS HILTI KWIK BOLT 3 O CONCRETE TIE BEAM ANCHOR CONNECTOR TYFE A EXISTING TRUSS ,ANCHOR SCHEDULE MARK TYPE QUANTITY NOA Not ALLOWABLE NAILING FL. APPROVAL LOAF ® SEE TYPICAL DETAIL THIS SHEET U= 6000' SEE DETAIL ® NU -VUE, NVHTA -16 1 12- 013032 U= 2fo4c3* (12)10dx15e STRAP l(o)10dxlBs SEAT © NU -VUE, NVSTA -16 1 12- 013032 U =1426" (eVOCI 15O STRAP ((o)10dx15e SEAT NU -VUE, NVRT -16 1 12- 013033 U =1125" (1)16d NAILS g TRUSS (9)V4" 0 TAPCONS INTO CONC. BEAM 5COfi E OF REV15ION: 1.- INCRESED /ADDED FRONT COVERED PORCH. 2.- ADJUSTED LAYOUT OF MASTER BATHROOM. a=3'-O" ZONE 1= -43.14 PSF ZONE 2 = -15.12 PSF ZONE 3= -15.12 PSF NOTE: UPLIFT LOADS PROVIDED ARE PER ASCE 1 -10, FACTORED LOADS PARTIAL fROOFING UPLIFT SCALE: 1/e ^:v -011 J 1 ?_. ['a