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HomeMy Public PortalAbout11-0362 Verizon Wireless '' % CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06-21-2011 PERMIT#: 110362 WORK DESCRIPTION ADD 3 ANTENNAS TO WATERTOWER WORK LOCATION 76 VAN HORN OWNER NAME VERIZON WIRELESS ADDRESS 1350 NORTHMEADOW'S PKWY CITY,ST,ZIP ROSWELL GA 30092 PHONE NUMBER CONTRACTOR NAME TOWERSITE SERVICES LLC ADDRESS 329 CURIE DR CITY STATE ZIP ALPHARETTA GA 30005 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $395.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $27,500.00 TOTAL BALANCE DUE: $395.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. /r Signature of Building Inspector or Authorized Agent: AL APJ,4 ,MT` _`v MP"' P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT `nAFtj iit Location: 7(p Van Ulorne- J ce-k PIN# 14-002.i — () — 0o2 NAME ADDRESS TELEPHONE Owner C � 0.� 1 t e 601■ kt I Architect //`�� Li /i "`�J�(TA 3041 or Engineer ��litV 1 Bt t 0 FG UM-VS (—OV 2 L-alle t 04)01-1502 Building Ara-tki Contractor _0WS e Sef victS .32.1 l rie -1/0)921.... 1,7206 (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes n Renovation ❑ Single Family n Discovery • Minor Addition ❑ Duplex n Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other '' ll ❑ Commercial --ff Details of Project: AAA1■65 3 avvkvwuts � e s-1171 Covr& olio liv)es o 1/,„ COaic . Estimated Cost of Construction: $ 21, 7d0,co Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel&Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units NA #Bedrooms #Bathrooms Lot Area Living space(total sq. ft.) # Off-street parking sp ces Trees located& listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through N/A On-site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: (2(t t Q Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: / �Si• ature Date FEES2 Zoning Administrator (.✓�� _6/ '7/2o11 Permit Code Enforcement Officer /%4/f iJ Inspections Water/Sewer � Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL 31 STATE OF GEORGIA • 11 BRIAN P.KEMP,Secretary of State State Licensing Board for Residential/General Contractor General Contractor Company LICENSE NO. GCC0002205 Towersite Services LLC 329 Curie Dr Alpharetta GA 30005 Qualifying Agent:Thomas Nulik Loughmiller Qualifying Agent License NO: GCQA002219 1i 1! EXPIRATION DATE-06/30/2012 Active 1884008 Above is your license issued by the Georgia State Board of Residential and General Contractors. A pocket-sized license card is below. Please make note of the expiration date on your license. It is your responsibility to renew your license before it expires. License renewals may be completed prior to the expiration date via the Board's website or by obtaining a paper renewal from the Board office. Reminder: It is your responsibility to keep your insurance current. Please provide the Board with a copy of your Certificate of Insurance each time your insurance is renewed. The Board does receive copies of cancellation notices which will affect the status of your license. It is the licensee's responsibility to notify the board office immediately of any change of name or address.You may update your address online at the board's website at www.sos.2.a.nov/p1b/contractors/. You may contact the Board at: GEORGIA STATE BOARD FOR RESIDENTIAL&GENERAL CONTRACTORS 237 COLISEUM DRIVE,MACON,GEORGIA 31217-3858 478-207-2440(phone) website: www.sos.ga.gov/p1b/contractors/ BRIAN P.KEMP,Secretary of State State Licensing Board for Residential/General Contractor General Contractor Company LICENSE NO. GCC0002205 Towersite Services LLC Towersite Services LLC 329 Curie Dr 329 Curie Dr I Alpharetta GA 30005 Alpharetta GA 30005 Qualifying Agent:Thomas Nulik Loughmiller Qualifying Agent License NO:GCQA002219 EXPIRATION DATE-06/30/2012 Active t'? Jib 44•. Oe, ,01 .♦e• 0i Di Oi Oi •♦i ♦i 1♦i• ••i Oi ei Oi . Oe , ♦ ., ♦i 0•• "lei. ...%.•iei `11i/ieic° ;'%'/♦..,',.;c4/i tiei2',".�;,r.:%,'1.ec` , .e;:o.“6,. e..,: .ee .., 7—',,, �o`.”, :,, " ..,4w1,,, 11. ,"N o,. .• / ... 1111 ....: 00C.,:...•1111,;,:: 0 .,,Il/e,,..: 1//e 40e a1.N,.,,,/ 1,,. , • , :,♦•I,,, 4,0:,r •11.`,:U4,1•... MA',,: : 00." X1.000:z''.400/ •40C:::;441/1,,,,.///1/'•::;14411:,,;,/11//:;::./141/..,.•14 00%::•.1 /:•:. 1 111,,,.:. IIh::::.,1.1e,:::::,1111,:..:,1 010 a.%11 t .01 40/P„�d11114;; �,1111!r„t�1111/,„s�111N,.,,,iU0410P, i4414,,����1111/r��v,0144604,,, 441/14/�,;�\/1411 jli� ;j\41liii i”-A111j/j/1 i.-t 44/4/llii{X141/11444/l�c;.:A1/1/j4j/l/i�;;isA 41/4411/.,.1144j/l/ll�����Il i tii'“p00 \1141! i r, :.I ✓� Ymy /..„ ., 77,77 --), ,, ,,, , r-v ( ..,..._.),/ i\.,,,-, °�. ..• , L, _ p _. 52, /74_ 4 .c..,. (--,---m-----, rn /7'5.1 773,7N. /,'E, A7' ', itC,FATS ..r , ...,..,-- r„..../— S' : '. I--/2 ! U '',-", , . •••.:� 1r. ���•• • f-%i t^�. .' ' .C li a'1 t\3. TOWERSITE SERVICES LLC E•,f••ss June 20, 2009 ••!� " !' BUSINESS NAME ORIGINAL ISSUE DATE '''' 329 CURIE DRIVE �'%. •,, December 31, 2011 M�• •,�, STREET ADDRESS EXPIRATION DATE t'.. . •••• L200900561 • BUSINESS LICENSE NUMBER * ''•'' %� .••': WALKER ENGINEERING, INC. 8451 DUNWOODY PLACE NORTHRIDGE 400, BLDG. 8 SANDY SPRINGS, GA 30350 MIL• SI'I2iTCTiJRAI, (770) 641-7306 FAX(770) 587-2196 N 33°59' 13.6" w 84°30`26.8" Mr. Mike Mankin 04/20/11 Verizon Wireless Site Name: Tybee Island 10300 Old Alabama Conn Alpharetta, GA 30022 Sub: Structural Evaluation of Water Tank 76 Van Home Street, Tybee Island, GA Dear Mr. Mankin: Walker Engineering has performed a structural evaluation of the above subject water tank with regard to supporting the Verizon Wireless proposed antennas. The proposed equipment will be - installed on _an existing coral at the top of the water tank. The ', approximate wind face area of the proposed equipment will add less than 1% of load to the water tank. This load increase is within - the generally accepted accuracy of a structural analysis (5% ±); -} 1 - therefore, a detailed structural analysis of the water tank is not warranted and has not been performed by Walker Engineering, Inc. ''' The local mounting area is shown on Walker Engineering job ,lumber 1101-060R1 Sheets S1" and S2 dated 04120111. The - = = .- antenna mount has been analyzed in accordance with the Georgia _: State Building Code_,..(ll C 2006 with 2010 Georgia _ State Amendments) for a 95 mph windload. See the antenna manufacturer's specification sheets for the antenna mounting information. The antenna mount is adequate to support the proposed equipment. 'Walker Engineering appreciates the opportunity to be of service in -" ItA rrtatter. Please do not hesitate to give me a call if you have any que ti ns or comments. Very truly yours, . s _ 3„, ,411 ..... _ , _ - 1....4,t , , _...0- ',- 1 end ufor Evan Jr, PE, , `,t.(g - H: Fortifiedfel-008R1 ' 01-ObOR1 Tee island H20 Tank mcw.doc 1 DRAWING INDEX -N PROJECT INFORMATION oWExsouxcE INC T—i 11TLE SHEET & PROJECT INFORMATION SITE ADDRESS: 76 VAN HORNE STREET 1875 OLD ALABAMA ROAD 501TE 1008 PREPARED FOR: TYBEE ISLAND, GA 31328 R°5 `"2338 ELL 30 8 FEL 678 C-1 GENERAL NOTES FAX 678-940-7342 � � � R: C-2 DETAILED SITE PLAN �Approve'' C-3 TOWER ELEVATION LATITUDE: 32' 1' 23.7" tlettriekt on.<� . % E I ; i Times" C-4 ANTENNA SCHEDULE LONGITUDE: 80' 50' 59.13" ( V0623 C-5 ANTENNA REPLACEMENT SCHEDULE verigp wireless E :=w:ID: 4-02 ;::2 21 0 CL R-1 NE CI OF All r, ' '"• . :.1 r '' ^^1P!Y WR O300 OLD ALABAMA ROAD CONNECTOR Tha , . ,t;m =t:0-!:. : .Jada Zo ALPHARETTA, GA 30022 TANK O'er: CITY OF TYBEE ISLAND 111111 EEdt ..' , ... :' j^.�'.„ .: ' . .:zia Building TOWN HALL Art!,., ;: , .-,k,• TYBEE ISLAND, GA 31328 • •APPUCANT: VERIZON WIRELESS SITE NAME: DRIVE DIRECTIONS 10300 OLD ALABAMA ROAD CONN. ®0:0:0400.1��©©`Q ALPHARETTA, GA 30022 FROM ATLANTA 678-277-3500 C Take 1-75 South 80.8 mi n` El' 3 ; t -, ^9'� ENGINEER: WIWAM BELL ENGINEERING W t3 Take EXIT 165 onto 1-16 [SR-404] 164.5 mi 260 FLOWERS COVE LANE 2 c` ` ' 5 I 1.„ i ,' i` 1 Take EXIT 165 onto SR-204 [37th St Connector] t . ; '1 :r ; ; 51.4t;I r.p [ ] ULBURN, GA 30047 ,� Qs .kR . 0.7 mi 404-697-7502 i. . s �. Ea i' C' fm <0 LEFT onto SR-204 [W 37th St] 0.6 mi GSWCC Level II #0000033906 s i, I t y.� STRAIGHT onto SR-204 [E 37th St] 0.1 mi <cc °f ` ' '��f'g3" RIGHT onto SR-204 [Abercorn St] 0.3 mi CONTACT: WESLEY LEE s : t- 1; - � ;,� ':,�'; #- , 912-663-3302 � I v' J „, G LEFT onto US-80 [SR-26] 15.9 mi ,` `' LEFT onto Polk St 0.2 mi i RIGHT onto Fort Ave 0.2 mi PTEL OWER COMPANY: GA Water Tank on the LEFT J LOCATION MAP VICINITY MAP ANTENNA MODIFICATION ON: ^- } amble � CITY OF TYBEE ISLAND , s, H..s ,_*,....,,___ zc west n6tat C./Winton SO r� ria.01. Fctt (\I'm:1m't� s O '?. Green° OtG.'7fl.'M2�1kWZ'- en NOiU1 Motte ' 'won Notes j zynesCon � BAA WATERTANK a". :gsl 'aacn eat re * rya 8AA NAoro �8� ttptt9t!8B — AClEtIt7I1 ,1}.Yva WF8 '' Coopers•' .°' ; 24 _Tybeo and Fprsyth <} t t , {PVC ! Yat� �a' R M on 4 cone6 NdaQttr;, -'19! 10 s V I:. 1000,0407410000080041071 / e YMr14F R . ..W'rg@ r;57s" I 1 f Y- '72; 26 i- , e::" 8a �' �. FYae Twin" r= is a a2-1 1 Ii�SG1., , Fort Stmen "5- JV,*cee 24t ftenlzCa an $— .. € te r .TYNE t O / PREPARED BY: ��`r P. 1Flauor oMoRae Vste ) `t gym$ °\, 1- i tie Cas(1 e asp . Ftxt tewsrt w e ana d `r Q �� O%\TEiRSO1LJ 1° CF19 INC. ���Pp Haze O SewM e.kY: +Fm.Mf++x xYrckw`.Y+M»r..e». 1'�# • .rcnm al.a fi:tW..'+MP..+f-ter «#...rwrou.a„an.ry-.r .. W LL WM = 0 1.875 OLD ALABAMA ROAD 1 z SUITE 1008 -J I- ROSWELL, GA 30076 ! w TEL 678-990-2338 FAX 678-990-2342 - O 0_ IF YOU DIG GEORGIA... ` s g ` CALL US FIRST! \ $11 UTILITIES PROTECTION CENTER ITS THE LAW /*GENERAL NOTES: RUCTURAL STEEL NOTES: " oOWLRSn �'C. 1. CONTRACTOR IS TO COMPLY WITH THE REQUEST FOR QUOTATION (RFQ) AND CONSTRUCTION SPECIFICATIONS 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATION FOR THE DESIGN, LfRCE 11 (LATEST REVISION) & BUILDING MANUFACTURER'S DRAWINGS, ALL PREVIOUSLY PROVIDED BY VERIZON WIRELESS. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS IBIS OM AtABAMA ROAD SURF 1UDii RQCWELL G.1 3OU7 2. DIMENSIONS TO ALL. EXISTING SITE FEATURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR & ANY 2. ALL INTERIOR STRUCTURAL STEEL SHALL BE FINISHED W11H ONE COAT FABRICATOR'S NON-LEAD, RED OXIDE OLVS,r90•211* FAN 616-4W:-3.112 DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. PRIMER. PRIMING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, & WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES, PIPES, OR ANY OTHER COMPLETION OF THE WORK, SUBSURFACE STRUCTURES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CONTACT THE LOCAL I, V0623 UTIUTY LOCATING SERVICE 48 HRS PRIOR TO DIGGING, DRILLING, OR BLASTING. 3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATION ASTM A36 UNLESS OTHERWISE NOTED, GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST 4. VERIZON'S CONSTRUCTION PROJECT MANAGER OR VERIZON'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, &WELDS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO OF ANY CONDITIONS THAT VARY FROM THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE COMPLETION OF THE WORK. , PLANS WITHOUT THE EXPRESSED WRITTEN APPROVAL OF VERIZON'S CONSTRUCTION PROJECT MANAGER OR 4. HOLES SHALL NOT BE PLACED THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON VERIZON'S REPRESENTATIVE. 4. DRAWINGS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL DRAWINGS &SPECIFICATIONS AND TO 5, CONNECTIONS; COORDINATE HIS WORK WITH THE WORK OF ALL OTHERS TO ENSURE THAT WORK PROGRESSION IS NOT 5.1. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES AND SHALL CONFORM TO AISC AND AWS D1.1. INTERRUPTED. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION", 13th EDITION, AT THE COMPLETION OF WELDING, ALL DAMAGE TO 6. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH 111E PROPERTY OWNER AS TO AVOID GALVANIZED COATING SHALL BE REPAIRED. ♦1011+ANY INITRRUPTIQNS WITH THE PROPERTY OWNER'S OPERATIONS. 5.2, BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4") AND SHALL HAVE 0 7. CONTRACTOR SHALL KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS & RUBBISH AT A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL TIMES DURING TIE CONSTRUCTION PERIOD, & SHALL REMOVE AU. WASTE MATERIALS & RUBBISH FROM 5.3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A307 BOLTS t ♦ t + t THE PROJECT SITE AT THE COMPLETION OF WORK, EXCEPT THOSE SPECIFICALLY REQUIRED BY THE CONTRACT UNLESS NOTED OTHERWISE. 030���0 DOCUMENTS TO BE LEFT FOR THE OWNER'S MAINTENANCE, 5.4. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER. /�V` 8. THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO ITS PRE-CONSTRUCTION CONDITION TO THE OWNER'S ANTENNA NOTES: f v.-E.\ SATISFACTION, 1. AFTER ANTENNA INSTALLATION, LABEL EACH COAXIAL CABLE LINE WITH STRIPS OF COLORED, UV RESISTANT 3 TAPE AT BOTH ENDS OF EVERY LINE. IDENTIFICATION TAPE AS SHOWN ON TOWER ELEVATION PAGE. '6 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTAIION. ANY DISTURBED, DAMAGED, OR `1 t REMOVAL OF MONUMENTATION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION 2. TEST AU.COMPONENTS UPON COMPLETION OF INSTALLATION TO ENSURE THAT ALL ITEMS HAVE BEEN Qi OF A REGISTERED LAND SURVEYOR. PROPERLY INSTALLED AND ARE OPERATIONAL AS INTENDED. ..1.:: § 0 10, DAMAGE TO EXISTING STRUCTURES & (MUTES SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION 3. TEST CRITERIA; a g AT THE CONTRACTOR'S EXPENSE. MAINTAIN FLOW FOR ALL UTILITIES. 3.L ALL CABLES SHALL BE TESTED BETWEEN 700-1900 MHz. [[[''"��� a 3.2. ALL ANTENNAS MUST MEET A RETURN LOSS OF 16dB OR BETTER, 11. ALL UTILITY CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S 3.3. ALL INSERTION LOSS SHALL MEET OR BE LESS THAN THAT SPECIFIED ON THE EBTS WORKSHEET, C4 g I REPRESENTATIVE AND THE UTILITY COMPANY PRIOR TO EACH CONNECTION. 4. EQUIPMENT REQUIRED - MINIMUM TEST EQUIPMENT SHALL INCLUDE: o 12. UNLESS OTHERWISE INDICATED, VERIZON SHALL OBTAIN & PROVIDE CONSTRUCTION PERMITS. THE CONTRACTOR 4.1. SWEPT-FREQUENCY SCALAR NETWORK ANALYZER SYSTEM. . SHALL OBTAIN, AT HIS OWN EXPENSE, ALL REQUIRED LOCAL, CITY, STATE AND/OR COUNTY CONSTRUCTION 4.2. SIGNAL SEPARATION ONCE WITH A DIRECTIVITY OF AT LEAST 40dB BETTER THAN THE HIGHEST RETURN '! UCENSES. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL APPLY FOR& PROVIDE A CERTIFICATE LOSS IT IS REQUIRED TO MEASURE. ,dry` OF OCCUPANCY. 4.3. PRINTER OR PLOT itit CABLE CAPABLE OF PRODUCING 8.5"x11" COPIES (DIGITAL PRIM IENS UNACCEPTABLE) FOR RECORDING PERMANENT RECORD OF MEASURED RETURN LOSS & INSERTION LOSS AND INSERTION 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE FOR CHARACTERISTICS. A TIME DOMAIN REFLECTOMETER (TDR) FOR FAULT LOCATION. ' T,., CONSTRUCTION. 5. TESTS REQUIRED: 14. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, & FEDERAL REGULATIONS. 5.1. CABLE RETURN LOSS (INCLUDES TOP &BOTTOM JUMPERS). 15. CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVED 5.2. C TEST; SHOULD BE -40d6 OR BETTER, LANDFILL. 5.3. CABLE INSERTION LOSS - MUST MEET OR BE LESS THAN THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 16, SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. 5.4. SYSTEM RETURN LOSS- IF SYSTEM SWEEPS BEI TER THAN LOAD, THERE IS A PROBLEM IN THE SYSTEM. 17. CONTRACTOR IS RESPONSIBLE FOR 111E CONDITION OF THE SHELTER DURING AND AFTER CONSTRUCTION. THE 6. TEST DOCUMETAION: EQUIPMENT SHELTER SHALL NOT BE USED FOR STORAGE OF TOOLS, CONSTRUCTION MATERIALS OR EQUIPMENT. 66. THE FOLLOWING LO DATA MUST BE INCLUDED FOR EACH ANTENNA TESTED: CONTRACTOR SHALL ENSURE THE SHELTER IS CLEANED AT CONCLUSION OF CONSTRUCTION AND THE FLOOR 6.1.1, INSERTION LOSS DATA. BAA CLEANED, WAXED, AND BUFFED TO SHINE. 6.1.3.RETURN LOSS INTO ANTEN AOSW SWEEP MEASUREMENTS. 6.1.3.RETURN LOSS INTO ANTENNA SWEEP MEASUREMENTS. (DEWED: BAA 6.2. DOCUMENTATION FORMAT: ,NED: WF8 18. FOR GREENFIELD/NEW TOWERS SITES, CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TOWER UGHTS ARE 6.2.1.COPIES OF ALL TEST DATA MUST BE PLACED IN BINDERS. LEGEND MONITORED MORNING AND NIGHT EACH 24 HRS FROM THE TIME THE TOWER IS TOPPED OUT UNTIL. SITE HAS 6.2,2.PROVIDE TWO (2) COPIES OF ALL TEST DATA, ONE COPY TO REMAIN AT SITE & ONE COPY FOR THE ,r► ALARMS CONNECTED TO THE OPERATIONS SWITCH OR NOC. CONTRACTOR TO NOTIFY PROJECT MANAGER AT VERIZON PROJECT MANAGER. (! -\ THE TIME THE TOWER IS TOPPED OUT TO FOWARO NOTIFICATION TO VERIZON REGULATORY AND FCC/FAA, 6.2.3.ALL TESTS MUST BE LOGGED AND DATED. X FENCE 6.2.4.SWEEP MEASUREMENTS MUST BE CHART RECORDED & DATED. COAX PASS CRITERIA @ 700/800 MHZ CUAX PASS CRITERIA @ 1900 MHZ ---►5501-- CONTOUR ONE ------ -------- PROPERTY LINE/ ROW system ; RL-SYSTEM RL-SHORT RL-LOAD S' ro RL-SYSTEM RL SHORT RL-LOAD (f)) ne e --- ---- LEASE AREA LU Length '718 1.-1,(4' 1.,5713` 7/84, 1 1/4"1-.518" 718' 1-1/4' 1-5121. Length .778` •1.1/4` 1-518' 7fe!' 1-1/4",1-5/64. 718'. 1-1/4 1=5/0' Cft> cft? EAS M NT 100'. -17 -16,8 -16,7 -3,2 -2,6 -2.3 -22 -22 -22 1QD, . -17.4 -17.1 -17 -4.9 -4 -3.5 -22 -22 -22 E E Li] 1sQ -17,3 -17 -16.9 -4,3 -3.4 -E9 . -22 -22 -22 15O -17.7 -17.4 -17.3 -6.7 -5.2 -4.5 -22 -22 -22 DISCONNECT SWITCH C Z 200, -17.6 -17,3 -17,1 -5,4 -4.1 -36 -23 -23 -23 U.O`_ -18 -17.7 -17,5 -8.4 -6.5 5.5 -23 -23 -23 CI 0 METER �I I _I I- < 2 0-' -17,8 -17.5 -17.3 -6,5 -4.9 --4,2 -23 -23 -23 e5O`:. -18.2 -17,9 -17.8 -10.2 -7.6 -65 -23 -23 -23 0�- CIRCUIT BREAKER / EjQ` -18 17,6 -17.5 -7.6 -5,7 -4,9 -24 -24 -24 3O0'. -18.3 18,1 -17.9 -11.9 -9 -7.5 -24 -24 24 1 x 1 CODED NOTE NUMBER ,f "7 ""' *�! W 3550, -18.1 -17.8 -17,6 -8,8 -6,5 -55 -24 -24 -24 S5S'0, -18.4 -18,2 -18,1 -1.3.7 -10.3 -8,6 -24 -24 -24 - .0 w `c z .ham i CV -18.2 -17.9 -17,7 -9.9 -7,3 -6,2 -25 -25 -25 4nO'' -18,5 -18,3 -18,2 -15,4 -11,6 -9.6 -25 -25 -25 `-r7 CHEMICAL GROUND ROD �. ., LIJ -' 0 GROUND ROD �j THE ABOVE TABLE IS THE MINIMUM THAT OPERATIONS IS REQUIRED TO PROVIDE DURING A COMPLETE `/ y f GROUND ROD WITH INSPECTION SLEEVE ►:1 wr'• , SYSTEM RETURN LOSS TEST (LE. WITH IN-LINE DUPLEXERS, DIPLEXERS, SURGE ARRESTORS, ETC.) THE •#.�- VALUES WITHIN THIS TABLE ARE CONSIDERED PASS VALUES FOR A NEW OR EXISTING SYSTEM, • CADWELD TYPE CONNECTION ' i GENERAL CONTRACTOR- BASED ON THESE TABLES, GC IS REQUIRED TO PROVIDE A SYSTEM SWEEP FROM CONNECTION -f � . COMPRESSION TYPE CONNECTION THE CONNECTOR AT THE H A T C H PLATE WITH A READING OF -20dB OR B .I 1tK, TO ALLOW OPERATIONS TO \ ' ' GET THEIR REQUIRED READINGS. FOR DTF TESTING WITH LOAD TERMINATION ON NEW OR EXISTING COAX/CONNECTORS; G GROUND WIRE PASS CRITERIA FOR MAIN FEED LINE (MEL) OR ANY JUMPER -40 dB OR BEIILR PASS CRITERIA FOR DIN AND MEL CONNECTORS -30 dB OR BETTER PASS CRITERIA FOR N CONNECTORS -27.5 dB OR BETTER .1 .A W' 61110 EXISTING ` ort WATER TANK iowEttsouRCE.INC. j�/!��� /7��_��\j'� lees OLD ALABAMA ROAD 1*9 �/ St.riL tOOR // 0.�1SWiiL.GA n6 2 TEL Oh-04-233F ter. FAN(7R-UN7 @3Y2 LESSEE ANTENNA (• EXISTING �� VQ6Z3 (1 NEW, 3 TOTAL) CORRAL Br 0 265'AZIMUTH TO LESSEE ANTENNA BE INSTALLED ON M111111 (1 NEW, 3 TOTAL} EXISTING CORRAL �� ►. 0 35` AZIMUTH TO BE INSTALLED ON EXISTING CORRAL n 111111 totito LESSEE ANTENNA ti I •• (1 NEW, 3 TOTAL) BE 165'AZIMUTH TO --- 10*©����+� BE INSTALLED ON r,l,4-„�.� EXISTING CORRAL SEE X X STRUCTURAL PAGES�i } FOR ANTENNA (i) �� �/� MOUNTING DETAILS qj R LESSEE ICE BRIDGE N.(EXISTING) 111111 N. I�+� a t A O NO NEW GROUND EQUIPMENT I BEING ADDED AND NO GROUND TO BE DISTURBED DURING I-_``"---_____ LESSEE 12! x 28' ANTENNA MODIFICATION EQUIPMENT SHELTER \. / I I (DEsioNED: BAA INWnit BAA c'tEG 'NEB f/ ` z Q CL LESSEE PORTABLE < „............,---"--- GENERATOR (EXISTING) W W (.1) 1, I I o (' /� / Li GRAPHIC SCALES =-r, • : A� 10 0 10 C " a� Ge "st OVERALL SITE PLAN 11-J t SCALE: 1" — 10'—Q" SCALE: 1" = 10'-0” � „�.- t 1 oro it US^FERSC UitCE TNC IH7s OLD ALABAMA ROAD SUITE.IOC8 R0.SW LL.C..1 50076 '11:t.G78-990-217H KA:(67h-990-2-142 J V0623 LESSEE ANTENNAS (3 NEW, ) 9 TOTAL) INSTALLED ON EXISTING CORRAL IMINIMIIIIIIIII 1111 es EXISTING WATER TANK EXISTING CATWALK 11 EXISTING CLUSTER 00+660.0 oJ+o+sj SUPPORT BRACKET FOR SNAP IN HANGERS o ,, 1 v zg" O 0 0 • 0 o O d R< LESSEE COAX (6 NEW, 12 CLUSTER SUPPORT BRACKET akc Ot TOTAL) TO BE RUN UP a LEG AND MOUNTED WITH NOT TO SCALE ° 4 HANGERS TO EXISTING ` o w SUPPORT BRACKET __._______r.. z (DETAILS THIS PAGE) R a z PROPOSED COAX ���► PROPOSED SNAP IN 1 .-9 HANGERS AN `-----..,...moo pI CO,Elk O AA 8RA WEB` l SNAP IN HANGER DETAIL NOT TO SCALE Z Z F_- _I LESE EQUIPMENT SHELTER <C n' (EXISTING} W All• W Li - LESSEE L___________ ICE BRIDGE � �' Z „it.::::::::::::::::::: o .. .,..p.,/'",/r.,'',Iii: ....., (EXISTING �,.� . NORTEL COLOR CODE TyWL-1LSOLfRCL.1NC. 1315 OTC AL AMA RUAU 800 MHZ RED/RED 7 RED/RED TRXO CELL aosisum:1° ma A2 ANTENNA 8 RED/GREEN TRXt FRAME TM.c;sA4° 700 MHZ RED/BLUE 9 RED/BLUE TRX2.LTE FUTURE tim --- Al ANTENNA RED/YELLOW 10 v` � R D/YFI J�IW TRX3 FRAME Y0623 LESSEE 800 ANTENNA x cL A3 (EXISTING) 800 MHZ RED/GREEN LESSEE A4� ANTENNA 700 ANTENNA (NEW ON ALL SECTORS) �` 1 B? 800 MHZ GLUE/RED i4 flLUEU REEK TRX�CELL !,..�� "___— ...�, LESSEE 800 ANTENNA ANTENNA / FRAME '�^^- -- (EXISTING) 700 MHZ BLUE/BLUE 15 BLUE/BLUE TRX2 LTE FUTURE wo fli ANTENNA _BLUE/YELIOW i6 BLUE/YELIOW 7863 FRAME w 1111 Im fli I �""�{ 84 800 MHZ BLUE/GREEN woo 4''0" e'E It' ` , ANTENNA 0+0.0.010+0 4%-o” MO MHZ YELLOW/RED 19 YELLOW/RED TRXO CELL 1 v;), "\ � ` 4'-p� 02 ANTENNA 20 YELLOW/GREEN TRX1 FRAME 12' MIN ~-- g 700 MHZ YELLOW/RI!AF 21 YELLOW/BI t1F TRX2 LTE FUTURE Cl ANTENNA _YElLO jYELLOW 22 YELLOW/YELLOW TRX3 FRAME Q„Q.j o ANTENNA MOUNTING DETAIL < Q3 NOT TO SCALE s 03 4� z 800 MHZ YELLOW/GREEN � p 6 04 ANTENNA cc g NORTEL HATCH PLATE LAYOUT s h VIEW FROM INSIDE SHELTER 4.4%.% o SEE ATTAC- ED STRUCTURAL DRAWINGS FOR MHZ 800 MHZ ‘,,,,,,S i I I 1 1 ANTENNA OREINTATIOIt AND MOUNTING DETAILS 000000 ALPHA 000 ® ® ® BETA 000006 0/ rte. 0 0 0 ® BAA GAMMA 19 J�� ((20��� ((�21��� ((�22 � 23 24 nINr+: BAA vt-ctel WFB r 44Nt ANTENNA AND COAXIAL CABLE SCHEDULE (N)= NEW ANTENNA ANTENNA ANTENNA AZIMUTH DOWN TILT COAXIAL CABLE COAXIAL CABLE #OF COAX COAXIAL CABLE ( ) = EXISTING W MARK SECTOR MANUFACTURER MODEL # (O=NORTH) ANGLE MANUFACTURER PART NUMBER PER ANTENNA LENGTH — Al 1 ANDREW D8844H90E-XY (EX) 35' 7' ANDREW AVA5-50 1 EXISTING 0 A2 1 ANTEL BXA-70063-6CF-2 (N) 35' 1' ANDREW AVA5-50 2 185' (NEW) _ A3 1— �— — C3>2 0 A4 1 ANDREW DB844H90E-XY(EX) 35' 7' ANDREW AVA5-50 1 EXISTING 1 H B1 2 ANDREW DB844H90E-XY(EX) 165* 7* ANDREW AVA5-50 1 EXISTING _ z B2 2 ANTEL BXA-70040-6CF-2 (N) 165' 0' ANDREW AVA5-50 2 185' (NEW) �1 z 83 2 _ , F- 0,,, \ST e9 r 64 2 ANDREW D8844H90E-XY(EX) 165' 7' ANDREW AVA5-50 1 EXISTING Q. ,^ Q * j Cl 3 ANDREW OB844H90E--XY (EX) 265' 7' ANDREW AVA5 50 1 EXISTING ° AL C2 3 ANTEL BXA-70040-6GF-2(N) 265' 0' ANDREW AVAS--50 2 185' (NEW) P f C3 3 41 t4e' `,. ��'! f' �'�'J V C4 3 ANDREW DB844H90E-XY(EX) 265' 7' ANDREW AVA5-50 1 EXISTING C/ r } t 1 r '''' A .0 VYKERSOLTRCU,INC IG74 OLD A L.A14A1.1A ttOAD 5tnir Inva 11(45541F1.1..GA 10076 1 hi 478,7%-23i FAX 67(1,990-2.11+4 ( V0623 ) - ' T(BEE ANTENNAEPLACEMENT SCHEDULE- Tower Owner-City of Tybee leiend- Red Center(s) - 150' Quantity Description Dime nsions/Weight 111111 EXISTING ANTENNAS/EQUIPMENT: ot*ail ANTENNAS : 6 Andrew 086441490E-XY 59x10x15 in i 2B ibs 11111 , (feeterte. — —, .„ ,,.— (1) COAX : 6 7/e Coax Lines -.,..... § OTHER EQUIPMENT: Q) ui ANTENNAS/EQUIPMENT TO BE REMOVED: gil ANTENNAS '' None _44611 1 _ .., , COAX ; None OTHER EQUIPMENT: None LTE Scope . ADDING .1 EQUIPMENT: )1 . . . _ NEW ANTENNAS ;r 2 Antel BXA-70040-6CF2 71,lx23,6x7,9/375 ins 1 Antel EXA-70063-6CF2 71x11.2x4,5 117 lbs _, ,, ,,,,3,1,14...f. . 1 , , t,I... *,ii, ., ,-,■14,J M.,•-, i .,, ■ , VI COAX : 6 V I T Coax Lines Ciefe BAD OTHER EQUIPMENT: None Dm BAA _ , cmie: wFB FINAL CONFIGURATION: ANTENNAS ; 6 Andrew DB8441-19(E-XY 59x10x15 in/29 lbs 2 Antel 13XA-70040-6CF2 71,1x23.6x7,9/37.5 lbs I- ,.. ._ 1 Antel BXA-70063-6CF2 71x11,2x4.5 117 lbs I_LI , . LLI U Ui L.L.1 COAX : 12 716" Coax Lines Li_i _, _OTHER EQUIPMENT; , , .1 CCP i_Li 0 LLI } i t 4s4/G1t4f- ,,,, „....... ,.... 2 . INSTALLATION NOTES: SCOPE OF WORK :, 1. FIELD VERIFY ALL DIMENSIONS & ELEVATIONS 1, ADD PROPOSED ANTENNAS AS SHOWN ON THE EXISTING CORRAL MOUNT CI, isTz, .` EXISTING CORRAL MOUNT PRIOR TO FABRICATION. PLAN, THIS SHEET, ' �/ (SEE PLAN VIEW) 2. CONTRACTOR SHALL VERIFY LOCATIONS OF 2. UTILIZE EXISTING VERIZON COAX RUN OUTSIDE THE WATER TANK FOR -% / �'" MOUNTING PROPOSED VERIZON COAX. ,, If. . / EXISTING APPURTENANCES AND/OR WATER � j, •° lay, fi 3. VERIFY OVERALL CONDITION OF EXISTING ANTENNA MOUNT AND WATER TANK, TANK FIXTURES PRIOR TO INSTALLATION OF r, NEW EQUIPMENT. 4. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. �N "a 5. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO 3. PROPOSED ANTENNA LOCATIONS AND PERFORM ALL PRESCRIBED WORK. '' i al I.I RAD CENTER @ AZIMUTH ORIENTATION TO BE DETERMINED TOP OF TANK L !rrl._� or EL. 152' (F.V.) BY VERIZON WIRELESS. 6: ALL WORK SHALL BE IN ACCORDANCE WITH FEDERAL, STATE ANb LOCAL ir_,}iiimiu REQUIREMENTS, INCLUDING OSHA. w 4, SEE ANTENNA MANUFACTURER'S r— .- SPECIFICATIONS FOR MOUNTING DETAILS. r"' + E-^-+ .� EXISTING RELOCATED VERIZON ANTENNA NEW OR EXISTING i -- _ I 1 I w/NEW MOUNT PROPOSED PIPE 2 1/2 STD ► ., (,� �� ► ,1 BXA--�70063/6CF2 r" Cj 63 N r 1 r-41- 0"� EXISTING a te- r'"� VERIZdN EXISTING ANTENNA ` a ~ U: Si ANTENNA (CARRIER UNKNOWN) kit —� a FT: _71 d ;; • , .1 EXISTING J n . ^ s r CORRAL �►�.. ` r ALPHA SECTOR EXISTING RELOCATED VERIZON ANTENNA kilks EXISTING REMOVE THIS w/NEW MOUNT � _ ,ACCESS EXISTING REMOVE THIS + LADDER 4.6,' MOUNT ONLY. r EXISTING \.I " ° (IF REQ'D) t -. MOUNT ONLY. �� b Q 1W , (IF REQ D.) r -CO Gy /// \ NEW EXISTING PIPE 2 STD z w y; VERIZON " ANTENNA tS1� �• UNIVERSAL PIPE z _, 0 �'�� PROPOSED ADAPTOR KIT BY o Q a PROPOSED '� Q,r BXA-70040/6CF2 VALMONT. ,.1 1.. BXA-70040 6CF2 ;`'► Q4 ♦ PART N . 61534 4 •- 0 La w / REMOVE THIS /*** • cam , o (OR EQUIVALENT) w z o i� EXISTING EXISTING NOTE: I J Q se, MOUNT ONLY, VERIZON _ o w Z w m o oyJ (IF REVD) ANTENNA UPPER AND LOWER BRACKETS cD I— < Z z E n ;;: REQUIRED FOR EACH ANTENNA o z -EXISTING RELOCATED \--)11; •- W rd- z EXISTING ANTENNA z C7 V„ z z< = VERIZON ANTENNA (CARRIER UNKNOWN) � w/NEW MOUNT ( 1 DETAIL I L .- T--- h 2 ° u PLAN - EXISTING CORRAL MOUNT r- tD S1 NTS ° t� > r d w LLI o 3/8"=1'-0" m uo w s DISCLAIMER: COAX ATTACHMENT NOTE: RIMS ME M, SEDOPMENMfETE DR GRAD WALKER ENGINEERING INCORPORATED HAS OFGNSEER EHEI M; m ` - p rr » PERFORMED A STRUCTURAL EVALUATION OF I NO A, �Y�E USER THE REPRODUCE)OWNOUC^ WRITTEN PERMISSION OF'iHf CaPYRxaaHt'CPtNER. a. PROPOSED COAX SHALL BE PIGGY-BACKED ONTO EXISTING THE SUBJECT WATER TANK, NOT A DETAILED SCALE AS NOTED DRAWING No.: -N WATER TANK ELEVATION VERIZON COAX RUNS FROM GROUND TO ANTENNAS. STRUCTURAL ANALYSIS - SEE REPORT NO.: MIS DWG SET CAM OF: 4 1" = 20' - 1 101-060R 1, DATED 04/20/1 1. 2 SHEETS S1 THRU S2 S 1 i GENERAL NOTES STRUCTURAL STEEL NOTES: 01. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DISCREPANCIES SHALL BE ., REPORTED IMMEDIATELY TO THE ENGINEER. Si.S1 STRUCTURAL STEEL SHALL CONFORM TO THE AISC STEEL CONSTRUCTION MANUAL, ANSI/RISC ` GNP t...-,,,,R9'. \ 360--05, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. G2. THE SIZE AND SPACING OF STRUCTURAL ELEMENTS SHALL NOT BE CHANGED WITHOUT THE A) STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, Fy=35KS! (MIN). 1 / '' ` ENGINEER'S APPROVAL. '`28/ S2. ALL STRUCTURAL STEEL SHALL BE GALVANIZED 1N ACCORDANCE WITH ASTM Al A123 AND AS ,.,;! OFESSIOHAL, l� 03. DETAILS SHOWN ARE TYPICAL; THEREFORE, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS FOLLOWS, UNLESS OTHERWISE NOTED: y' 4.,'t' UNLESS OTHERWISE NOTED. A) GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION AND WELDING TO THE .,<N, 'A ,' G4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. GREATEST EXTENT POSSIBLE, , ,Y)/ G5. ALL STRUCTURAL AND NON-STRUCTURAL ITEMS SHALL BE TEMPORARILY BRACED DURING B) ALL DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE COATED WITH 0' 1 f'� 4i ` '` CONSTRUCTION UNTIL ALL STRUCTURAL ELEMENTS THAT ARE REQUIRED FOR STABILITY, SUCH AS SHERWIN-WILLIAMS "ZINC CLAD IV" (NO SUBSTITUTIONS), APPLIED IN STRICT ACCORDANCE LATERAL BRACING, ANCHOR BOLTS, ETC., HAVE BEEN INSTALLED. WITH MANUFACTURER'S RECOMMENDATIONS. (SEE MANUFACTURER'S PAINT SPECIFICATIONS) w R o G6. CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF EXISTING UTILITIES, GROUND DRAINS, C) AFTER ZINC-RICH PAINT IS DRY, OVERCOAT WITH OWNER'S PAINT SPECIFICATIONS, APPLIED �,.� DRAIN PIPES, VENTS, OR ANY OTHER MECHANICAL DEVICES PRESENT BEFORE COMMENCING IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ' E-4 .q, WORK. CONTRACTOR SHALL PROTECT EXISTING FACILITIES, UTILITIES, COAX AND UTILITY LINES D) AREAS THAT HAVE BEEN PAINTED SHOULD BE INSPECTED AND REPAIRED AS NECESSARY = '� c 1 FROM DAMAGE. NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS ARISING FROM THIS DURING ROUTINE MAINTENANCE OF THE STRUCTURE. VERIFICATION, S3. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND c 0. G7. INCORRECTLY FABRICATED, DAMAGED, MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER AND THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE DETAILED ON SHOP DRAWINGS. i, ACTION. S4. CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION "J" OF THE AISC STEEL CONSTRUCTION N MANUAL, ANSI/AISC 360-05, AND BE CONSTRUCTED AS FOLLOWS: }—, `�,� GB. CONTRACTOR(S) SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS �+...� cn WORK WITH THE WORK OF OTHERS. A) BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED A325 BOLTS, AND SHALL Z a G9. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS, PER THE HAVE A MINIMUM OF TWO BOLTS UNLESS OTHERWISE NOTED. H ,0_, fi GEORGIA STATE BUILDING CODE (IBC 2006), AND TIA/EIA-222F (1996), AND SHALL BE B) USE NEW BOLTS, NUTS & WASHERS OF LIKE SIZE FOR REPLACEMENTS (ASTM A-325 BOLTS), `� PERFORMED ONLY IN "GOOD WEATHER". GOOD WEATHER MEANS LITTLE OR NO WIND AND RAIN ALL BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153, •, • o AND MINIMUM TEMPERATURE OF 50 DEGREES F. CONTACT ENGINEER FOR ADDITIONAL C) ALL BOLTS SHALL ACHIEVE THE "SNUG-TIGHTENED" CONDITION AS DEFINED BY AISC UNLESS INSTRUCTIONS IF "GOOD WEATHER" CANNOT BE ACHIEVED. OTHERWISE NOTED. r R 310. DESIGN WIND SPEED IS 130 MPH (3 SECOND GUST) PER AWWA D100-96. SHOP FABRICATION DRAWING SUBMITTAL Z F1. THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER IS RESPONSIBLE FOR ASSURING THAT ALL n SUBMITTALS COMPLY WITH THE LATEST PROJECT PLANS, SPECIFICATIONS, GOVERNING CODES o AND REGULATIONS, AND IS SOLELY RESPONSIBLE FOR CONFIRMING ALL QUANTITIES, R m o DIMENSIONS, FABRICATION TECHNIQUES, AND COORDINATING WORK WITH ALL TRADES. F2. -SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY MANNER TO ALLOW ADEQUATE TIME FOR -- .. - -- 8 PROCESSING. o CA F3. ALL SUBMITTALS ARE TO BE ACCOMPANIED BY A LEI I'ER OF TRANSMITTAL. Y cn cn Lel F4. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO , ` 0.'w SUBMITTAL. >� F5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS 70 THE ENGINEER PRIOR TO FABRICATION. z <o m ct U z I w z J I— W C 1.-Li z CO I_._ < IA! z 0 H— cI4 a I Q2 © >" ° ,-- Ili Q 2 2 N ;3 n , I= > ° ; Cl, IX < to 0 tli L 13 0 = 8 n Q x o COPYRIGHT 2011 BY WALKER ENGINEERING,INC.AU. R RIGHTS RESERVED. THESE DOCUMENIS AS WSrJMEN$ ,- or SERVICE REMAIN THE PROFERTY OF THE ENGINEER 3 AND NO PORT MAY BE USED OR REPROIXJCEU WMIOUT 04 WRtrEE E PERMISSION OF THE COPYRIGHT OWNER. r SCALE: AS NOTED DRAWING No.: "I TINS DWG SET CONSISTS OF: s 0 I 2 SHEETS « _ _Si THRU S2