Loading...
Plans 85yo sid Mee_ st S IT9 y - 3q BU►'' 9q -co 24 - p) Eft -- -- P/4F 1E A P & L I Q`0 P ROFF s � NG�NEF. _ �oZ PU'Oed). R l 1U + OREGON " Q a '' • � i .F 9 EPH � Q P � &sin! (5 WEN ° • / � TZE' 1 TED 40D TJOS P tititiww • J oe/ scCT /A/v A r3Q 1/C grZ iyww Ct_a ass • S S - � • (10 v 91,A s r= rz ' J b = - 4fo • l Des 19,4 FE :z J°l 1 ED1TIQm ( )r3 c Cm Dge: 769 ✓,KEM C - rs iV nti> z...60 A 80, EX PO s u RE 3 PE'JR . V 1�3 e ' - SEC /Oki / / ® 1✓111 /. �4Lt - D Ji , AT qra) ONE) L1 )E 11 • AI ii )A4 1.)/Y1 RD I— E /Vi. € M C —//'r PC/Z. ) 7 3 C fo lr' ' tA r /(0 - 7 (y.) a • 4 lA RLE 0 Dov i s IL 4 INn ct r S"rizuc ki 1t Zcpti)feceleN 7- 15: v 7 � ' / A QLE XI o , 5 - E Fc =) ) 5 ©0 / CLAS.s D CS i y J S/'- rr lec) 15 147E: SQ Al d,]' y/ A Jew C L 4 ? E'r SI L T L_Al L T3LA Or) k' i JO Q Izs /S r PETC • () f3 C TA r3 L 'vZ f - T3 v32i V Le( = 6v) C �� �' •� : , 5X 9 •� S)' w9 r orb L'7J t (* 3 1 4 V2( 1 V3 2i V c p n f�� oor Ft.Td1 •/ V r ( ' l ^ -' j ' 5/ )v‘i -g rA k s e _ i 'I ° "CI X -, x 4 I i td 10 428 "o x "7 x gj T cN, �r rd � •� ! L, 9 `p x )'! /7"( - 9 .1 " a 471 = • 1.4,9f QR. J _ m = n o i <i `000`6 • ccccc (.4 4 a4/ 61 s a t-i t M -t r pi gggmg z 4 D cr d' °7 c /04 LtY c7 rlf DAn 47/ • CAM 1 ; rtwzc,e- Ft) 15.E x 1. `7 = z.i F40 = I x _ / 8 Ead , 1 . O = l 43 # �ioo _ CI °oeoo r ,3« _X 5,9 x a�.1 - = a 3654 '1op4 1.A opi Hirt = S X 10 = T'1 4o = S q8 x 30 = /'i x � O - 3" e nd l Mlao = = 99, 4-40 - x /0 0 = ®moo' = 05) 670 FT - L ►s 1 4:70 y 's 0 6 rs A�c.owi4fi3Lt= 4 D)LI)DE u_ovu r31 .I,3 rgfz 4- CA ko 12 7 G JT. Pp[. t2IA /#?hJ /•1T �71ZAVND I4 Lr = e ?'" C SG CT1K9./ /10 D u/L U Z ( S = 10 45 P./ 3 wwWww � 4:)51‘1Q(1?.) li g p 4 �_ in; = - 7( EthIn Ww o N S" F0✓^/ J , t io ►.� 13S6 () c F ?ZM e-A (g.) s ` =z I 4 a.34 F S = IOC Ps 5 = )00-()(13) + 80 ° A , 31- (4') m- S = . PPA FF LE Swedcom Corporation 9 9 '14 * -a WoAr2 ) --/ = M ALP 9212-N , ... ..... . = Log-Periodic Reflector Antenna 7 6 " . '%1NriT "...4:. ■:, ;... : ' U :Zi 92 Degrees 12 dBd ..,, 4,.:, -,-‘,...,;.i,,, , 4.; , 14..4:,:p.:-. ri ..• , i 0 :1t- 1 -74-, ; ..;.;• u .,..r‘ .-. Features: .,, . ;,,, 1 • tt I . . : d tif '1 1 ,- 0 Broadbanded. (800-900 MHz) • .1 I: , = . .... . .. 14 CI Low backlobe radiation. Front-to-back • ratio better than 28 dB • ''' - ' 4 .: , -:' a 0 Low Intermodulation Products. , , il',z ' ., : • : 1`.: • :, =11 . 1 0 Low Wind-load. I kt,, ;,;. I 0 Low weight. % ,3. -'.- - ..7 1 . 4-ci;•' , ". - , - ';' , i , , ..„ :, - , ,,,, , 1- . ' ., .,--'' -• :' 0 Small size. w • f I ...,, f - . • '-4' '‘`' .--;., :.. .1- , • .."-t"g .T.,, 0 Rugged design. I !ii= ' • ' '.,..,, ' -;i - . : . 4.. Please see the following pages including l -":" : — . • :::::: 1 ': .., . Lt • i . ' ""' ': ..-‘' radiation patterns/tables for ALP 9212-N. II all 111 Electrical Specifications: Mechanical Specifications: Frequency range: 806-896 MHz Overall Height: 52 in (1320 mm) II Impedance: 50 ohm Width: 11.4 in (290 mm) Connector: N-female or 7/8" EIA Depth: 11.4 in (290 mm) 411 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) 31 Gain: 12 dBd Wind Area (CxA/Front): 3.9 so 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 111 Intermodulation: (2x25W): IM3 >146 dB IM5 >153 dB 31 IM7 & IM9 >163 dB Materials: Power Rating: 500 W 31 H-Plane: -3 dB 95 ° Radiating elements: Aluminum E-Plane: -3 dB 15 ° Element housing: Grey PVC III Lightning Protection: DC Grounded Back-plate: Aluminum 2.0 ., 31 - LW? : Mounting hardware : clamps: Hot dip galvanized steel 1.5- - bolts: Stainless steel 31 , II 1.0 . 1 . 1 . . - Manufactured by: Allgon System AB 800 820 840 860 880 900 ill I • 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). 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 SUDING' BEARING LBSJSOJFTJ ALLOWABLE FT. OF DEPTH FOUNDATION BELOW PRESSURE NATURAL Resistance CLASS OF MATERIALS' (psi)' GRADE' Coefficient (psf)' I 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 ■)ypr 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. 2 For soil classifications OL, OH and PT (i.e.. organic clays and peat), a foundation investiga- tion shall be required. 3 A11 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 1 / 2 -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. SCoefficient 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. I No increase for width is allowed. 590.1