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13-14821
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13-14821
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Last modified
11/11/2014 12:39:07 PM
Creation date
11/11/2014 12:37:54 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
13-14821
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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�..-- 190.0 ft <br /> iii 7 <br /> u; ^ jai <br /> o 6o.olt DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> I m @, (3)CMA BDHH/6521/EO-6 w/Mount 1190 '(4)ETW 190VS12UB 171 <br /> m m 8 m Pipe <br /> iu m ..._ _._..._ _ Sector Mount[SM 104-3] 171 <br /> a h cu D ^ (3)CMA-BDHH/6521/E0-6 w/Mount 190 X7C-FRO860 w/Mount Pipe 160 <br /> -, Pipe w.__ X7C-FRO-860 w/Mount Pipe .........- 160.___-- ___ <br /> a X7C-FRO-860 w!Mount Pie 160 <br /> (31 CMA-BDHW6521/EO-6 w/Mount 190 --I <br /> Pie P <br /> '' (3)ECC1920-VPUB 1 9p (2)CAP-FRO-656 w/Mount Pipe 160 <br /> 160,0 ft_. (3)ECC1920-VPUB - 190 -1(2)CAP-FRO-656 w/Mount Pipe 1160 <br /> F3 <br /> • • (3)ECC1920-VPUB 1190 (2) Fo w/Mount Pipe 160 <br /> N w I III FX <br /> FRIE FB __— ...... �-190.--- ....._ _ 2)950G65RCZE-M 2 3J 150 ERIE <br /> ,� (2)950G65RCZE-M 150 <br /> FXFB 190 - (2)950G65RCZE M 150 <br /> a 1 <br /> x FXFB 190 <br /> APXVERR18 C w/Mount Pipe 150 <br /> (3)FRIG '190 APXVERR18 C w/Mount Pipe 150 <br /> % r—� 140.0 ft (2)FRIG 190 j APXVERR18 Cw/Mount Ppe 150 <br /> I es-1 11111I ._—__._.. ._....._._ <br /> 2 OVP_DC7-48-60-0 15D 190 <br /> (2)RRUS-11 1900MHz 150 <br /> 2 °' n I (3)ETW190VS12UB 190 _- — (2)RRUS-11 1900MHz 150 <br /> __...... _____...... - ._.___-- _....__—__I <br /> .. • 150 <br /> ETW790VS72UB 190 <br /> • <br /> ` 7'x 2"Pipe Mount 190 <br /> RRUS-11 800MHz 150 <br /> m <br /> •RRUS-11 800MHz 150 <br /> t <br /> m 1 T x 2"Pipe Mount 190 <br /> m <br /> x IT x 2"Pipe Mount 190 RRUS-it 800MHz 150 I <br /> 1 of Platform Mount[LP 715-1] 190 CU A20 N---- _ - --- -- - - _----� <br /> x - 150 <br /> (4)A <br /> I120.0 ft 4_...... 5 8- ...__ n (2)ACU A2 N 150... <br /> " ()DBXNH 65658-R2M w/Mount Pipe 171 <br /> '" �I1 a w m I (4)DBXNH-6565B-R2M w/Mount Pipe 1171 ( - 0-N 150 <br /> 113.3 ft 1. - (4)DBXNH-65658-R2M w/Mount Pipe 171 (2)800 MHZ SMR 150 <br /> m , 1 (3)ECC1920-VPUB 1171 800 MHZ SMR..______ 150....___ <br /> (3)ECC1920-VPUB 1 171 RRUS A2 MODULE 150 <br /> F ¢ ., i.....__ 106.7 ft I - (2)ECC1920-VPUB 171 RRUS A2 MODULE 150 ' <br /> ze _--_..._. <br /> °v (4)FRIG ""----_-- -171--—_---- - I RRUS A2 MODULE 150 --.....l <br /> ~ m FXFB 171 Sector Mount[SM 402-3] 150 <br /> 1 <br /> m 100.0 ft FXFB 171 • 140 <br /> g 1 ,FXFB i 171 HB X_AW 23 33-00T __.._. 140 <br /> m ¢ 171 i HB-X-AW 23-33-00T 140 <br /> I (2)FRIE <br /> m OVP_DC7-48-60-0-15D 171 Sector Mount[SM 402-3] 140 <br /> y e I <br /> J I SYMBOL LIST <br /> 80.0 ft MARK lu 34x1 30x316 SIZE MARK 12L3w2x31/2x3�exi SIZE --- <br /> a 8 m : B 2L3x3x3/16x1/2 --- <br /> J x 2 ■ _... .....E— IL4x4x3/8 <br /> a ----- -----.--- <br /> of <br /> 213-1/2x3-1/2x1/4x1/2 ----_ <br /> 70.0 ft I MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE Fy Fu <br /> 'I A53-8-46 46 ksi 67 ksi i A36 36 ksi •58 ksi <br /> 1 � U <br /> 60.0ft I TOWER DESIGN NOTES <br /> M <br /> 1. Tower is located in Pasco County,Florida. <br /> 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> 3. Tower designed for a 108 mph basic wind in accordance with the TIA-222-G Standard. <br /> 2 4. Deflections are based upon a 60 mph wind. <br /> m 2 I I 5. Tower Structure Class II. <br /> 8 2 6. Topographic Cate o <br /> Category 1 with Crest Height of 0.00 <br /> Oft <br /> x <br /> m 7. TOWER RATING:96.3% <br /> x 40.0 ft I ALL REACTIONS <br /> I ARE FACTORED <br /> a <br /> MAX.CORNER REACTIONS AT BASE: <br /> m 30.0ft_ I DOWN: 642 K <br /> " SHEAR: 64 K <br /> o a 0 <br /> • 2 m <br /> UPLIFT: -574 K <br /> • 20.0 ft SHEAR: <br /> 58 K <br /> ml I <br /> j <br /> I AXIAL <br /> I 80 K <br /> E <br /> 104K MOMENT <br /> 104 K 11367 kip-ft <br /> --61 .._.__ _. 0,011-I. I <br /> 1 TORQUE 22 kip-ft <br /> REACTIONS-108 mph WIND <br /> Ia <br /> a _ • 2 I , @/ Y <br /> m I, . o U a <br /> Tower Engineering Professionals job'Pasco County(VS)(BU 826548) <br /> 3703 Junction Blvd. Protect TEP No.48167.7359 <br /> .)--- Raleigh, NC 27603 Client.Crown Castle Drawn by:jLW App•d: <br /> Tower Engineering Professionals Phone:(919)661-6351 Code: TIA-222-G Dote:07/26/13 Scale: NTS <br /> FAX:(919)661-6350 Path: Dwg No <br /> _ mea:,P.886,r ,,:.816,2558 KO-826508-Pasco Cp,m(VSIVv .rorerI9t65.8 LC.1 E-1 <br />
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