Laserfiche WebLink
iso_o rc <br /> o , <br /> � � <br /> i nj Q F <br /> _ ��—a�� � DESIGNED APPURTENANCE LOADING <br /> a - TYPE ! ELEVATION TYPE ELEVATION <br /> � CBC7921-DF-DG6X 190 RRliSA2MODULE 171 <br /> ` @I (2)CBC7921-DFDC-6X I 190 RFlL6 A2 MOIXAE 771 <br /> � � i 7gp pRUSA2MODl.LE 171 <br /> y � � � _ CBC7921-DF-DG6X <br /> � `3 � (2)FI-FB '� 190 DC2-48-6bo-9E 171 <br /> w '� FHfB I� �gp DC2-48-60-a9E 171 <br /> — �B ` 1gp DCG48-6D-1&BF 177 <br /> CMA-B�F}V6521/E46 w/MowR Pipe 190 Seclor MoiuR[SM 502-3] 171 <br /> i60.01t (2)CMA-BDFRY6521/EO-6 w/Moird Pipe 790 (2)CAP-FRO-656 w/Moiad Pipe ifi0 <br /> — CMA-BO WV6521/E0.6 w/MaurC Pipe 190 (2)CAP-FR6656 w/Maiad Pipe 160 <br /> (2)SBMi+1D65C w/Mauit Pipe 190 (2)CAP-FRO-656 w/Mo�ad Ppe 160 <br /> � SBM#1D65C w/Mowd Pipe 790 X7GFR0.8fi0 w/Movd Ppe ib� <br /> F � SBM#1D65C w/Maurd Pipe 190 X7GFA68fi0 w/Maiad Pipe 160 <br /> N '�S (2)ECC792o-VPU0 19D X7GFA0-8fi0 w/Mourt P�e 160 <br /> C � � <br /> a � (2)ECC792aVPUB 790 Sector Mowl ISM 73053] 1fi0 <br /> (4)ECC7920-VR19 190 Pipe Mastt IPM 601-31 1� <br /> � m (3J FRIG 190 APXVERRI&C w/Moirt Pq�e 150 <br /> e <br /> � FRIG 190 APXVEFlR7&Cw/MoiurtPipe 150 <br /> �� 140_Ofl <br /> FxFB �gp APXVERR7&Cw/MoiatPpe 150 <br /> � (2)�Fg 190 AW32% 150 <br /> `3 . FRIE 190 AWd286 150 <br /> , FRIE 190 AN3286 150 <br /> fySNCOVP 190 RR15-11800MFiz 1`.� <br /> �� � ' 190 FR11S11800MFtr 150 <br /> . f�6N COVP <br /> (312.4'x4ft ' 190 RRIS-11800MFtr 1`� <br /> � (3)2.4'x 4R pipe 190 (3)ACLLP20-N 1`� <br /> N � 120_0 il (3)2.4'x 4fl piPe 190 (3)ACllA20-N 150 <br /> 2.4'D�a x Git P�pe 190 (3)ACLLA20-N 1� <br /> 01 � n 2.4'D�a x 6ft Pipe 190 BOOMFtr SMR Fli ter 1 W <br /> � a v � � <br /> � 173.31t (Z)2.4��iaxGRP e 790 BOOMFtrSMRFtlter 1`� <br /> — 8'Ladder 190 800MFtrSMRFliter 1� <br /> " PlatlortnMaurtILP71S1� 19� ��31�'` 1� <br /> 90 <br /> � ' ` (3)DBxN+6565&R2M w/Moud Ppe 171 RFlL6 31 B25 1� <br /> Q 106_7 il (3)�BxN-Ffi565&R2M w!Mowtt Pipe 171 RRUS 31 B25 1`� <br /> z 150 <br /> (3)DBXN+65658-P�1 w/Mour9 Pipe 171 �R <br /> F m � � SBN-0-F1D658w/Mo�IPipe 171 FWHR 150 <br /> 100_Ofl SBf�9-0+1D65Bw/MourdPi 171 FWHR 1W <br /> SBM�9-F1�658w/Mourd Pipe 171 BEN92P 1`� <br /> m �n Q (3)E75509P78 171 Seclor Moimt[SM 402-3J 150 <br /> � a (3)E15S09P78 171 FB-X-AW-23-3300T - 140 <br /> a � �+ (3)E15S09P78 171 F&X-AW-23-33-OOT 140 <br /> � � 9 (2)RRUS�11 171 FB-X-AW-23-33-OOT 140 <br /> � (p)qq�.77 171 Seclor Moud[SM 402-3] 140 <br /> _ � (2)RRUS-11 171 <br /> F � eo.on SYMBOL LIST <br /> `� MARK SIZE MARK SIZE <br /> � c 2ia tma�r�vaxv2 <br /> � � � A L1 3�4x7 3/4�L3/16 <br /> 3 <br /> — u�' , 8 2L3�4i�i6x1/2 D 2L31/DO1laLi�BxV2 <br /> �o.o n <br /> � MATERIAL STRENGTH <br /> � � d "� . GRADE F Fu GRADE F Fu <br /> z . <br /> p53-B-06 46 ksi 67 Nsi !36 36 ksi F�8 ksl <br /> 60.0 f� <br /> TOWER DESIGN NOTES <br /> 1 Tower is located in Pasco County,Rorida. <br /> � 2.Tower designed for F�osure C to the T1A-222-G Standard. <br /> � � 3.Tower designed for a 106 mph basic wind in accordance with the TIA-222�Standard. <br /> � 4. Deflections are based upon a 60 mph wind. <br /> A � 5.Tower Structure Gass II. <br /> ! • 6.Topographic Category 1 with Crest Height of 0.00 ft <br /> F � � . 7 TOWER RA71NG:89.9% <br /> N � ao.o n <br /> a ALL REACTIOIVS <br /> F � - ` ARE FACTORED <br /> so.o u <br /> MAX.CORNER REACTIONS AT BASE: <br /> DOWN:597&5016 <br /> ' o z � SHEAR:5946416 <br /> p��h UPLIFT•-53133416 <br /> -., � SNEAR:53662Ib <br /> _ '�„ � AX1AL <br /> " � a � 755221b <br /> . a J � <br /> SHEAR MOMFM <br /> 9618916 10576812I6-R <br /> o.a n � ` . <br /> � — TORQUE i75B01b-R <br /> REACTIONS-106 mph WIND <br /> � � <br /> c� � � <br /> � a � _" 3 – – <br /> � � � � a � g � <br /> N � � O O f LL �i <br /> Tower Engineering Professionals °b�Pasco Count (VS)(BU 826548) <br /> � 326 Tryon Rd. P'0���TEP No.48167.990oB <br /> �'�' R2lelgh,NC 27603 coerc:CrownCastle Drawnby:�B nr�'a: <br /> 7ower ergireering Pro(essiore�s Phone:(919)661�351 �e:11A_222-G oue:10/10/16 �e:NTS I <br /> FAX: 919 661�350 Pazn: °�`�g�'�E-� <br />