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GENERAL NOTES DESIGN PARAMETERS & ASSUMPTIONS F-2 F-2 2500P.S.LCONCRETE
MASONRY: CODE EDITION X SFSC 1994 ASCE 1-93 TESTED BUILDING HEIGHT X S 60 FT. > 60 FT. _ s' CMu 2'x V Pt BEYOND
1. ALL MASONRY SHALL BE PLACED PLUMB AND TRUE X ACI 318-92 X ACI 530-92 GUST VELOCITY PRESSURE PAR ASCE '1-93 �j y • .T—� WALL BEYOND PRODUCT CONTROL VENT I CxAR DOOR
ROOF DEAD LOAD 25 (10 PSF FOR WIND) ` / / / / / / / / / 60 5Q. INCH VENT IN GAR DOOR MIN. �
2. LOAD BEARING MASONRY SHALL CONFORM TO THE FOLLOWING: X MASONRY DESIGNERS GUIDE BY A.G.I., T.M.S., AS.C.E. � � \ \� ���i��� / �� ' y
' / / 2 5 DIA.REINFORCEMENT BAR CONT. ISSUANCE FOR
A)MASONRY UNITS SHALL CONFORM TO ASTM C-90 GRADE N-I (2 CELLS) SIZE 8 X 8 X 16 BUILDING DESIGN AS PARTIALLY ENCLOSEDX ENCLOSED OPEN ROOF LIVE LOAD 30
1 DAY STRENGTH OF 1900 PSI BASIC WIND SPEED 110 M.P.H. SHEAR WALLS CONSIDERED RYES NO PAVERS 2'SLOPE 4'CONCRETE SLAB W/ 9
B)MORTAR TO BE USED IS TYPE 'M' ASTM C-210 12'X12'THICKEN EDGE CONCRETE 2500 P.S.I.CONCRETE ❑BIDDING SET ONLY
C) BOND BEAMS 4 FILLED CELLS TO BE FILLED WITH 2000 PSI GROUT IMPORTANCE USE FACTOR 1 CONTINUOUS LOAD PATH PROVIDED XYES NO SLAB W/1 45 CONT. COMPACTED
(Be TO II' SLUMP) OR 2500 PEA ROCK PUMP MIX CONCRETE (6' TO 8' SLUMP) �_=