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HomeMy WebLinkAboutPLANSSCOPE OF WORK: FURNISH ALL LABOR, MATERIALS, TOOLS, SUPPUE% EQUIPMENT AND MACHINERY NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS MATERIALS OR WORK DESCRIBED IN WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE HELD TO REFER TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SPEOIED. CODES: ALL WORK PERFORMED AND MATERIALS USED SHALL MEET ALL REQUIREMENTS OF THE LATEST ADOPTED EDITON OF THE BUILDING CODE, STATE CODES, AND LOCAL CODES, ORDANANCES AND REGULATIONS HAVING JNRISDICTON. THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND ALL OTHER REQUIRED PERMITS AND FEES. LICENSES. AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR W1AI THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMISSIONS OR CONFLICT IN THE WORKING DRAWINGS, OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS, WHICH MAY INTERFERE WITH THE PROPER EXECUTIDN AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. STORAGE & INSTALLATION: ALL MATERIALS AND EQUIPMENT SMALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHMMSE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING THE TOWER DURING DEMOUTON, CONSTRUCTION, OR REPAIR. CONTRACTOR SHALL NOT LEAVE THE TOWER WITHOUT A MEMBER OVERMORT. CONTRACTOR SHALL REMOVE AND REPLACE ONE MEMBER AT A TIME 1. DESIGN: TIA-222-G STANDARD LOAD CRITERIA: WIND LOAD NOMINAL WIND SPEED = 118 MPH (3-SECOND BUST) STRUCTURE CLASS U EXPOSURE CATEGORY C TOPOGRAPHIC CATEGORY 1 STRUCTURAL STEEL MATERIAL:- STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS U.N.D.: ANGLES SHALL CONFORM WITH ASTM AM (Fy=36kLFu=SBLei) PLATES BOLTS SHAM AM CONMRM WITIAS M AM ( 3636ksI,Fu558ksQ CONCEALED FASTENERS OR ATTACHMENTS HALF-PNES SHALL CONFORM CONFORM ASTA A53 (Fp35k3 OR BOks� ARE THE RESPONSI9ILITY OF THE DIAGONAL PIPES IONS HALL CM QUIRT WITH ASTN A51 OR B-42 (Fp.I;FU=u=58k51) ROUND H55 SECTIONS SHALL CONFORM WTI1 ASTA A500 OR. B (Fy=42ks1; Fu=SBksl) CONNECTIONS: GNCONTRACTOR OF RECORD OFS, FABRICATION, AND CONSTRUCTION SHALL CONFORM To RISC MANUAL OF STEEL CONSTRUCTION. WELDING: SHALL BE DONE BY AN AM CERTIFIED WELDER AND IN COMPLIANCE WITH An D1.1. ALL WELDS SZES SHALL BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E]0XX ELECTRODE U.N.O. BOLTS: A325-X IN STANDARD HOLES, WITH WASHERS, SIZED AS SHOWN ON DRAWINGS, FULLY TENSIONED UNLESS OTHERWISE NOTED 3. EXISTING INFORMATION SHOWN IS BASED ON: • SIGNED AND SEALED RETRORT ANALYSS REPORT PREPARED BY KIMLEY-HORN AND ASSOGA7-% INC. DATED APRIL 18. 2017. • SIGNED AND SEALED STRUCTURAL ANALYSS REPORT PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC. DATED AUGUST 1. 2016. 4. HOT DIP GALVANIZE ALL FASTENERS AND CONNECTON HARDWARE ALL STRUCTURAL STEEL. AND MISCELLANEOUS METAL FAERICAAONS TO BE SHOP PRIMED AND PAINTED. 5. CONTRACTOR SHALL FIELD VERIFY ALL PERTNENT EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. CONTRACTOR SHALL NOT SOME CONTRACT DRAWINGS IN UEU OF FIELD VERIFICATION. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE OWNER'S ENGINEER. 6. CONTRACTOR / STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPUCES. 7. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATON AND ASSEMBLY, PROCEDURES, AND DIAGRAMS INCLUDE DETAILS OF CUTS, CONNECTIONS. CAMBER, HOLE AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD An A21 AND A2.4 SYMBD S, AND SHOW SZE. LENGTH, AND TYPE OF WELD. G. CONTRACTOR SHALL BE RESPONSBLE FOR RESTORING ANY AREAS THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED AM THE INSTALLATION OF THE TONER MODIFICATIONS. PAINTING NOTES: 1. PAINT COLORS SHALL MATCH EXISTING COLORS AND TEXTURES (PAINT NEW AND REPLACEMENT MEMBERS AND CONNECTIONS) NOTES: 1. EXISTNG AND PROPOSED APPURTENANCES NOT SHOWN FOR CLARITY. 2. CUMBING PEGS TO BE REMOVED AND REINSTALLED. 3. VERIFY THAT EXISTING GUSSET PLATE CONNECTION FOR EACH PROPOSED DIAGONAL AND HDRIZONTAL MEMBER CAN PROVIDE SUFFICIENT EDGE DISTANCE TO DEVELOP EACH BOLT IN SHEAR. 4. CONTRACTOR TO FIELD VERIFY SIZE AND QUANTITY OF EXISTING BOLTS AND REPLACE EACH PROPOSED DIAGONAL BOLTED CONNECTON TO MATCH EXISTING, UNLESS OTHERWISE NOTED. ST. LUCIE COUNN BLDG: DATEf ELEC' DATE: — PLUMB: DATE: — MECH: DATE: EXISTING ANTENNAS, MOUNTING HARDWARE, & COAX CABLES TWTHIN CONSTRUCTION ZONE TO BE REMOVED & REINSTALLED AFTER WORK IS CDMPLETE SEE EXISTING TOWER APPURTENANCES TABLE ON SHEET 2 FOR DETAILS. EL 2]9.4' lio THF°C• PI ANS AND ALL PROPOSED WORK G!I; TI.(1: to CONNECTIONS h^;:U;MEO i rIELDI IVECT011STHAT f�. `N ITT; f-:r; f SSAft�161 fil'10ER TO Ci1i,;f L'i cl'tl i =m L APPI.IOASW 00m, REMOVE EXISTING DIAGONALS FROM EL 2D0'-O' TO 220'-D' AND REPLACE NiAR EL 209.75 P1.5a0.12•. (TYP. OF 48) GUY U�T SCANNED BY St. Lucie Countv REMOVE EXISTING FROM EL 140'-O' AND RE P1.54I.12'. (" N' 13B.a' III verawl E- DOD' TAD EDom'GE LT. SUITE 100 70P OF TOWER BOTH JUITM FL 3XII ROJECT INFORMATION: ADAM'S RANCH BD' 300' GUYED TOWER 21715 ORANGE AVE FORT PIERCE° FL 34945 Sr. WCIE COUNTY EL 260' URRENT ISSUE DATE: APRIL 2017 ,EEL zaD `P SSUED FOR: TOWER MOD DRAWING E_ 220' RE -r TE:=====nESCRIPTION: Itl EL 2D0' PROPOSED TOWER LEG RALF-PIPE EL. 180 CEMENT FROM TO rz �p� I �I 3 fOR1DETAiILLS� iT No. 82192 HT_ 1BD' .{ SA a� o EL ISO' .d"•0� % . u, \\ E- 140' KimleyoHorn OO 401] RINI£Y-NWM M'O ASSOOAIE$ ING 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 EL. t20 (561) 840-0665 FBPE GODOWBGB OF - EL NOD' BD' RAWN BY7HK.:-APV:= CMM SP SAM MARISA-AMR LOPEZ R PE �5 STEPHAN A uAM R PE =92 EI_ 4V GENERAL NOTES AND TOWER ELEVATION l•J Job TOWER ELEVATION N.TS 1 044048141 1 EXISTING TOWER APPURTENANCES TABLE THE FOLLOWING TOWER MOUNTED EQUIPMENT INFORMATION WAS DETERMINED TO BE EXISTING OR RESERVED FROM THE REFERENCE DATA DESCRIBED IN THE GENERAL STRUCTURAL NOTES _ . Rxi-slm eserved Appurtenance and Feedlme Information Carver Elev. Appurtenance Feedlines Mount Type (1) 39' Unknown 300 - Lighting - Coaduit Verizon Wireless 280 (3) X7-665-4 (12)1-518" Coax Cables Unknown I 118 ] 4' w/Pa e 1 EW63 - Unknown 1 110 1 UHX6-59/L 1 EW52 PROPOSED TOWER APPURTENANCES TABLE VERIZON 'WIRELESS SUPPUED TI FOLLOWING PROPOSED TOWER MOUNTED EQUIPMENT INFORMATION. Proposed Appurtenance and Feedlme Information Carrier �ft . Appurtenance Feed- lines Mount Type Veri2on Wireless 280 (6) X7C AP-665-VRO - (3) VFA12- RRU 6 DBC-7CAP (6) Smart Bias T's Removal of AppurtenanCe and Feedline Information Verizon Wireless 280 (6) BSA-185090112 2 _ (3) QT-SF10- 3-72 verizon✓ 47M EIIDWEE Cr- SUITE 100 0001 RATOa n &WI ADAM'S RANCH 3W GUYED TOWER 21715 ORANGE AVE FORT PIERCE, FL M945 ST. WCIE COUNTY :CURRENT ISSUE DATE: APRIL 2017 TOWER MOD DRAWING 4-41-1l-I 'r * € No. 82192 ii Kim'116y)$'Horn © 401] gN{Fy-XMN ANO AW00A1E$ INC 1920 WIlCI✓A WAY WEST PALM BEACH, FLORIDA 33411 (561) 840-0665 FME QADDDDIeae I CUM I SP I SAM I ARNOIDO A. AR"P< R PE 70 MARSA-ANN LOPE R PE 75Sg5 STEPHAN A MA R PE =82 EXISTING AND PROPOSED LOADING 044048141 EXISTING TOWER PRWOSEO PROPOSED 5/Rb U-BOLT AT 12' O.C. MAX. HALF -PIPE) PL 5/9' THK X 4' WIDE (LENGTH vIom) 3 X-SIR HALF -PIPE (O.O.e3.5 in T1K=0.3 N) 0)c( NOTE: 1. U-BOLTS NOT SHOWN FOR CLARITY TYPICAL TOWER PROPOSED TOWER LEG LEG REINFORCEMENT REINFORCEMENT ELEVATION VIEW SCALFi EL. 180' TO 200' SCALE, N.T.S. verizon'l/ ow E)(GIm Cf. BUBE 1m B= RATON, 0. M01 ADAM'S RANCH 300' GUYED TOWER 21715 ORANGE AVE. FORE PIERCE, FL 34945 Sr. WCIE COUNTY CURRENT ISSUE DATE: APRIL 2017 TOWER MOD DRAWING * f No. 82192 9j :imleylMorn © "17 RWIEY-MOiX µ0 A400A.$ IXC 1920 WEKIVA WAY WEST PALM BEACH, FLORIDA 33411 (561) 640-0665 I CMM ISP SAM ARNOLOO A MMS R PE ]0915 MAMM-ANV LOPEZ R PE T3995 SIEPHAN A. MAW R PE BR1B3 TOWER LEG REINFORCEMENT DETAILS 3 0 =KHA Job A: �� d.�n��Y ui9mem goNl-I,.. atl ,mNln 1 044048141 1