Laserfiche WebLink
190_0 fl <br /> p I i I i <br /> N i I <br /> a l i I DESIGNED APPURTENANCE LOADING <br /> 180.0 tt _ <br /> ELEVATION__._..._ TVPE ELEVATION <br /> C i CMA-BDHH/6521/C-0.6 w/Mount Pipe 1190 _- DC2d 10-0-9E -- <br /> i ® I I CMA-BDHH/6521/E0.6 w/Mound Roo I190 DC2d8-600-9E 171 <br /> p o <br /> • I I MAABDH60. /Mwt Pipe 190 (2)29'Da x e'Pip 171 <br /> CM 621 <br /> El 22.6 w Mount Pipe 190 (2)29'Dia x B'Pipe 1 <br /> I ( e I IFFHH-65C.R3 w/"M Pipe 190 ------1 � (2)29'Dia x B'Pipe 17711 <br /> FFHH-65C-R1 w/Maid Frye 1190 2.4'Dia x 12-tt Pipe _- 17 <br /> �H-65C-R3 w!Mou�R Frye 1190 24'Dla x 12-h Pipe Nil <br /> I FFHH-65C•R3 w/MwM Pipe 1,90 <br /> 2.4'Dla x 12-R Plpe 1 171 <br /> 160.0 tt AEHC W Mount Pipe 1190 (2)l2 12x212xU4.4W 171 <br /> AEHC w/Mant Prye 190 (2)L2 12x21/W/4 x 4W 171 <br /> I ' AEHC w/Mount Pipe (2)L2 IM212414 x 4'4• 171 <br /> l31 AHLOA 1190 sw w MoW ISM sm3 31 1171 <br /> ! m ! AHLOA :190 CAP.FRO-656 W Mount Prye 1160 <br /> 1(2)AHFIB 1190 CAP.FROE56 W M-1 Pipe 160 <br /> n !190 <br /> AHFI9 1190 (2)M%06FR0860-02 w/Mount Pipe 160cz <br /> -_------ <br /> AHFIB 190 (2)MX06FRO86R02 w/M.rd Pipe 160 <br /> (2)AHFIB 1190 (2)MX06FRO86042 W Mound Pipe 160 <br /> HCS 2.0 Pert 1 1190 -_(2)RRUS 32 160 <br /> _ 140_0 tl RNSNDC-T771-PF48 190 <br /> I� ) . - 190 (2)RRUS 32 160 <br /> (4 24•x 4-tt pipe (2)RRUS 32 160 <br /> (4)24'x Ftt pipe 1190 RRFDC-3315-PF-08 160 <br /> II (4)2.4•x Ftt pipe 190 24•Dia x 6-R 160 <br /> io 24•Da x 6-ft Pipe 1 190 24•Dia x 6-k 160 <br /> 1 8'Ladder 190 24•Dia x 6-R 160 <br /> w It P]Mt-Mount[LP 102-11 190 Site No 1 VFA14-HD 160 <br /> DBXNM-65656-R2Mw/Mourrt Ape -__171 Ste Prpl VFA14-HD 160 _ <br /> i DBXNH-6565E-R2M w/M.aW Pipe 171 &a No 1 VFA14-HD 160 <br /> p DB%NH-6565B412M W Mom Pipe 1171 APXVERRI8-Cw/Mourd PW 148 <br /> 120.0tt SBJAM4-1 D65&DL w/Mamt N" t71 APXVERR18-Cw/Mwud Pipe 148 <br /> SadAH4.1 D65B-DL w/Mount Rpe 171 AP%VERRIB-Cw/Mount Pipe US <br /> . i SaJAH4.1 D65B-DLw/Mo t Pipe 1171 AIR 6488 B41 w/M-M Pipe 148 <br /> X (2)NNHH-65B-R4-CCIV2 wl Mont Rpe 1171 AW 6488 B61 w/Mount Pipe 148 <br /> 1133 tt i (2)NNHH-65B-R4 CCN2 W Mp Pipe 171 AIR 6488 641 w/Mount Pipe 148 <br /> (2)NNHH-65B-R4-CCIV2 w/Mo-d Pipe 1171 RRUS 31 B25 /48 <br /> E75$09P78 1171 RRUS 31 B25 148 <br /> 106.7 tt (2)E15S09P78 171 RRUS 31 825 148 <br /> 2: I DC2.48•60-0-9E /71 RRUS 11 148 <br /> j m (2)DC2-48-60.0.9E 171 RRUS 11 148 <br /> DC2.48-60.0.9E 171 RRUS 11 148 <br /> 10008 I RRUS 32 1171 (3)ACU-A20.N 148 <br /> i RRUS 32 171 (3)ACU-A20-N 148 <br /> V m RRUS 32 171 -(3)ACL4A20.N 148 <br /> h ¢ I Q DC6.48-60-18-BF 1171 BNMHZSMRFilter 148 <br /> a ( I I DCE48-6618-BC _ 171 800MHz SPAR FBter 140 <br /> RRUS 32 B2 171 800MW SMR Filter 148 <br /> I ? (2)RRUS 32 82 171 24•Dia[&tt Maurd Rpe 148 <br /> C RRUS 32 B66 1171 24•Diax 8-tt Moved Pipe 146 <br /> 1 (2)RRUS 32 B66 171 _24•Dia x 8-n Moved Rpe 148 <br /> U RRUS4478B14 CCIV2 171 Sire Pro l VFA12-HD 148 <br /> o I BO.o tl RRUS 4a7B B14_CCM 171 Sae No 1 VFA12i1D 148- <br /> RRUS4478B14_CCIV2 171 Sde Pro l VFA12-HD 1a8 <br /> c m 1 RRU54449 BS1B12 171 H&X-AW-23-33-0OT 140 <br /> y I -m RRUS 444985/M12 1171 __ Ha-%-AW-23.33-00T 140 <br /> & ! RRUS 4449 B54312 171 HB-X-AW-2333-00T 140 <br /> DC614-60.183C 1171 Sectx Moved ISM 40231 140 <br /> 1 700tt 1" <br /> I N I <br /> SYMBOL LIST <br /> p z I f I MARK SIZE I MARK I SEE <br /> ! i A I L130x1314XV16 C 2L312x31lh1/4x12 <br /> 60.0tt B 2L3K1x3116t12 - ________ D 2L3 R.12x3/Bx112 -_ <br /> I I i _ <br /> MATERIAL STRENGTH <br /> GRADE I Fy Fu GRADE Fy Fu <br /> A53-B-4fi 46 ksI 67 W A3fi 36 ksI 58IrsI <br /> ' TOWER DESIGN NOTES <br /> 1.Tower is located in Pasco County,Florida <br /> o + I 2.Tower designed for Exposure C to the TIA-222-H Standard. <br /> 3 ! 400 n 3.Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Defections are based upon a 60 mph wind. <br /> - 5.Tower Risk Category 11. <br /> ( 6.Topographic Category 1 with Crest Height of 0.00 it <br /> 7.TOWER RATING:88.9% <br /> o tt ALL REACTIONS <br /> t- ARE FACTORED <br /> _ I d m ' MAX.CORNER REACTIONS AT BASE: <br /> Z <br /> 6 i <br /> DOWN:61844316 <br /> 20 o tt SHEAR:60870/b <br /> UPLIFT.'•54657316 <br /> SHEAR:54798 Ib <br /> x I ! AXIAL <br /> 843521b <br /> iz <br /> 1 SHEAR MOMENT <br /> I 98061 Ib� 10906466 lb-ft <br /> 0.0 tt_ <br /> I I TORQUE 78542I15-ft <br /> I $ REACTIONS-137 mph WIND <br /> I = _ <br /> o u s 6 <br /> g 3 - <br /> e in a 3 <br /> Tower Engineering Professionals cb Pasco Count VS BU 826548 <br /> A326 Tryon Road Pro- TEPNa.48167.283829 <br /> Raleigh,INC 27603 aeon.Crown Castle Z:!'y mfrank API": <br /> To-Eryine HM RolesswrWs Phone:(919)661-6351 Coda TIA-222-H Dale'07/22/19 �NTS <br /> FAX: 919 661-6350 Pam. °w"9 No.E-1 <br />