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12-13317
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2012
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12-13317
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Last modified
12/26/2013 9:35:15 AM
Creation date
7/1/2013 2:44:34 PM
Metadata
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
12-13317
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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_ 288 0 ft � <br /> �F LL a � m � <br /> � Z Z Z ^ ��m z�sor� DESIGNEDAPPURTENANCE LOADING <br /> CV ' � '° —_— — —___—_ __' __ <br /> � z�2otc I IYPE ELEVATION TYPE ELEVATION <br /> x : c� I I Flash Beacon 286 6'mount P�PB 203 <br /> �� � Y ° a � � Lightnirg Rod 10'x 0 5" 288 <br /> i{ � Ud ^ (2)PCSA090-79-2 w/MouR Pipe 203 <br /> - - � �N m ' _ 259A it I I D8�4 285 qpXV9ERR18-C w/Mount Pipe 203 <br /> Sector MouY SM 402-3 227 203 <br /> � J N N I 1 RRUS A2 Module <br /> w U � � �� „ I I (2)UMWD-03313R2DM w!Mouit 227 (2)RRUS-11 1900MHz 203 <br /> I Pipe ___-_ ______ RRUS-11800MHz —__---- �3-___.____ <br /> 247 0 ft (2)UMWD-03319�R2DM w/Mount 227 <br /> �o Pi� (3)ACU-A20.N 203 <br /> LL ----- ---- - -800 MHZ SMR Fiker 203 <br /> LL d ¢ �i Ud `�" (2)UMWD-03319-R2DM w/MauR 227 6'�� <br /> i z 2370ft Pipe P�Pe 203 <br /> � � `m" t° "' 232.0 ft Sedor MouR[SM 602-3] 2�5 �T2 0 6 11 HPX 203 <br /> 0 <br /> (4)D8878G90A-XY w/Mourt Pipe 215 Zeplryrhils Platlortn 195 <br /> � _ � TMBXb517-A1 M w/Mourt Pipe 194 <br /> � @� '" � I I (3)D8878G90A-XY w/MouR Pipe 215 <br /> � � � 222.0 ft (2)LGP13908 TMA 194 <br /> m o a (4)DB87BG90A-XV wMlount Pipe 215 <br /> ,��, ° � e � � Sec[or Mou�t[SM 502-3] 203 ETW200VS12UB 194 <br /> ° ,.Z � �y J 00 � ° �� � I �I I (2)PCSA090-1&2 w/Moun[Pipe 203 (2)RR6S79-02DP 194 <br /> v � A 210 0 ft �� 1 APXV9ERR18-C w/Moint Pipe 203 TMBX-6577-A1M wl Mount Pipe 194 <br /> N ' <br /> � \ L 203 (2)LGP73908 TMA 194 <br /> � '� � v H N RRUS A2 ModWe <br /> € N � N � � 8 � ■� (2)RRUS-711900MHz zp3 ETW200VS72UB �gq <br /> N � �� � RRUS-11800MHz 203 (2)RR65-19-02DP 194 <br /> 195_0 ft � (3)ACU-AZ(YN 203 TMBX�517-A1 M w/Mourt Pipe 194 <br /> (2)LGP13908 TMA 194 <br /> � N I I � I I B00 MFIZ SMR Fiter 203 ETW200VS12UB 194 <br /> - � � c� ,°� `cy ry 6'mount P�PB 203 <br /> � " 183 0 ft I (2)PCSA090.142 w/MouR Pipe 203 Sector Moun[�SM 402-3] 194 <br /> ,�� APXVERRIB-C w/MouR Pipe 203 (z)RR6S19-02DP 196 <br /> �� z a p N I I I I 0 I I RRUS A2 ModWe 203 Pipe Mount[PM 507-1J 185 <br /> ' 171 0(t (2)RRUS-11 1900MHz 203 <br /> PAR665 185 <br /> °D � � RRUS-11 800MHz 203 (3)LPD-7905l8 w/Mount Pipe 177 <br /> � � 203 ��r Mount[SM 40&3� 177 <br /> ° N (3)ACU-A20-N (3)LPD-7905�8 w/Mount Pipe 177 <br /> �'�j Q Q � N m 800 MHz SMR Fiker 203 <br /> �y z z � � � (2)TN11/2X 248Tl256X HP 203 (3)LPD-7905/8 w/Mount Pipe 177 <br /> � c� Zephyrhils PlaHorm 96 <br /> � � 53 � ,as.on SYMBOL L1ST <br /> � � � � �RK S�ZE MARK SIZE <br /> �� � d x <br /> �v i � N I A L8x8x12PL0625x8 <br /> � o K 2L5z3z1/4x3/8 <br /> � ^ � a I 8 LB�Bx12PL075rz8 — _-- L 2LSx31fDc3l8x318 —�------ <br /> � C 2L21/D�Dc1/4z3/8 M 2LSx3x5/i6x3/8 <br /> °' � D 2L21/D21l2x1/4x3/8--- -_- N 2LSx31/2u5/16x3/B �---- <br /> � '� 1220ft E 2L2x21/2x1/4x3l8 O 2L312X21/7x1/4x3/8 <br /> a � <br /> F 2L3X21lDc1/4x3/8 <br /> � � � P L2 ifZx2 1/2x5/i6 <br /> m G 2L3 1/2z2 1I2�c5/16x3l8 <br /> � � i Q L31/2x21/7xi14 <br /> H 2L21l2x3�d/16x3/8 <br /> J a � � � R 2L2 1/2z3x1/4z3/8 <br /> o � Ud m ___ I_ 2L31/7x4x1/4x3/8 S 1@5 <br /> `3 � J 213x31/7x1/4x3/8 -._—_._-_ _ ___ ___ __. ___._____.________-_________ <br /> � � � nn,Arewa�srn�NCn� <br /> x J ss o rc AA <br /> m � � � � GR.iDE Fy F� GRAD€ ry Fu <br /> N <br /> � � '3 � " A572-W 50 lai 65 ksi <br /> �o c: � ° v' <br /> �f m N <br /> �N N N � ry <br /> �; � N i I TOWER DESIGN NOTES <br /> � N ti I 1 Tower is located in Pasco County,Florida. <br /> �z.o t� 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> I 3. Tower designed for a 108 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4 DeHections are based upon a 60 mph wind. <br /> "-.a � o� o I 5. Tower Structure Class II. <br /> � � � � A6. Topopraphic Category 1 with Crest Height of 0.00 ft <br /> � � A7 TOWER RATING:74.6% <br /> 52ott <br /> � � �� MAX.CORNER REACTIONS AT BASE. <br /> r m H o � � � Q DOWN: 496 K <br /> SHEAR: 87 K <br /> 32 o tc UPLIFT �73 K <br /> � <br /> � I SHEAR: 71 K <br /> ^ � e�� �o < <br /> a0 : �� � � t° � AXIAL <br /> o � � � � � � <br /> �a � x � ���m � 281IK <br /> � �n � � � �� Q� � �AO//�yII-�\\ �/� �/T <br /> N N � N N Y>N II SHLI'11`/ I \ IYIVMEIY I <br /> � 212 KJi--r � 28897 kip-ff <br /> aor�j � <br /> � g TORQUE 92 kip-R <br /> " �,�s c ��� REACTIONS-108 mph W/ND <br /> " � y s �'bb � s �g <br /> 4 � gx° or'nf'nm3 � .. <br /> � ��8i''-� �o°o88i8i8i c � a v <br /> o s �x � � � � = LL u 3 <br /> O��O�r� SSOE Inc. 06 816298 Zephyrhills <br /> 1001 Madison Ave. ��°'�`0�2-o�zsz-oo <br /> Toledo,OH 43604 c'1e"` cci °ra`"'bY g�352 '�P�d <br /> Phone:(419)2553830 �Ode TIA-222-G_ �ate 07�13�12 S�� NTS <br /> FAX. 419 255-6101 Path o �No E-1 <br />
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