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PFArFLE WOAD Swedcom Corporation 99 •w * -) 7 - ALP 9212 -N 5:. = Log - Periodic Reflector Antenna mot 3 ; ' 92 Degrees 12 dBd '454xA" ' ,� `: a `i ; y rya a i ' e`p? 1 .y�r�A r ' "-- .:',. - -• ^r i' }, • Features: ' S l Z ~; ;' I ❑ Broadbanded. (800 -900 MHz) I � `i g ❑ Low backlobe radiation. Front -to -back • ratio better than 28 dB ' = ❑ Low Intermodulation Products. , :,r ;: s- , ZI ❑Low Wind-load . : ,jY` �.,et z a�st ls' a ❑ Low weight. wr ,ti °� ix ut� ' . " •;�- :',..�?•, -: ?x.,� ,,g ❑ Small size. '3- ' c ❑ Rugged design. 4 ri: ; , _,1 ..�a , Please see the following pages including i . radiation patterns /tables for ALP 9212 -N. 11 21 Electrical Specifications: Mechanical Specifications: Frequency range: 806 -896 MHz Overall Height: 52 in (1320 mm) 11 Impedance: 50 ohm Width: 11.4 in (290 mm) Connector: N- female or 7/8" EIA Depth: 11.4 in (290 mm) VSWR: Typ. 1.3:1 max 1.5:1 Weight including brackets: 26.7 lbs (12 Kg) Polarization: Vertical Rated wind velocity: 113 mph (180 Km /h) Gain: 12 dBd Wind Area (CxA/Front): 3.9 sq.ft (0.36 sq.m) Front to back ratio: >28 dB Lateral thrust at rated wind Side -lobe supression: >18 dB Worst case: 570 N 31 Intermodulation: (2x25W): IM3 >146 dB IM5 >153 dB IM7 8 IM9 >163 dB Materials: Power Rating: 500 W H- Plane: -3 dB 95 ° Radiating elements: Aluminum E- Plane: -3 dB 15 ° Element housing: Grey PVC 3 Lightning Protection: DC Grounded Back - plate: Aluminum 2.0 Mounting hardware VSWR - clamps: Hot dip galvanized steel 5- — bolts: Stainless steel s I 0 I t Manufactured hy: Allgon System AB 800 820 840 860 880 900 al II • 1991 UNIFORM BUILDING CODE 29 -A, 29-B TABLE NO. 29- A— FOUNDATIONS FOR STUD BEARING WALLS — MINIMUM REQUIREMENTS' • NUMBER OF THICKNESS OF WIDTH OF THICKNESS DEPTH BELOW FLOORS FOUNDATION WALL FOOTING OF FOOTING UNDISTURBED SUPPORTED (Inches) (Inches) (Inches) GROUND BY THE SURFACE FOUNDATION' Unit (Inches) Concrete Masonry I 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 'Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 2907 (a). C 2 Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor. TABLE NO. 29-B—ALLOWABLE FOUNDATION AND LATERAL PRESSURE LATERAL LATERAL SLIDING' BEARING LBSJSOJFTJ ALLOWABLE FT. OF DEPTH FOUNDATION BELOW PRESSURE NATURAL Resistance CLASS OF MATERIALS' (psi' GRADE' Coefficients (psi' 1. Massive crystalline bedrock 4,000 1,200 .70 2. Sedimentary and foliated rock 2,000 400 .35 3. Sandy gravel and/or gravel (GW and GP) 2,000 200 .35 4. Sand, silty sand, clayey sand, silty gravel and ... ........... ._.. �: ><; clayey gravel (SW SP, SM, SC, GM and GC) 1,500 150 .25 5. Clay, sandy clay, silty clay and clayey silt (CL, ML, MH and CH) 1.000 100 130 I Lateral bearing and lateral sliding resistance may be combined. -'For soil classifications OL, OH and PT (i.e., organic clays and peat), a foundation investiga- tion shall be required. 3 AII values of allowable foundation pressure are for footings having a minimum width of 12 inches and a minimum depth of 12 inches into natural grade. Except as in Footnote No. 7 below, increase of 20 percent allowed for each additional foot of width or depth to a maximum value of three times the designated value. 4 May be increased the amount of the designated value for each additional foot of depth to a maximum of 15 times the designated value. Isolated poles for uses such as flagpoles or signs and poles used to support buildings which are not adversely affected by a /, -inch motion at ground surface due to short-term lateral loads may be designed using lateral bearing values equal to two times the tabulated values. 5 Coefficient to be multiplied by the dead load. 6 Lateral sliding resistance value to be multiplied by the contact area. In no case shall the lat- eral sliding resistance exceed one half the dead load. 7 No increase for width is allowed. 590.1 •